20150334 Ver 1_Site Plan Ph 1 FM_20150415

Strickland, Bev
From: Arrance, Keven <karrance @hazenandsawyer.com>
Sent: Wednesday, April 15, 2015 1:26 PM
To: Strickland, Bev
Subject: RE: DWR# 150334- Taggart Creek Outfall and Paw Creek Force Main
Attachments: Paw Creek Ph I FM 12- 30- 2014.pdf
Two of three here — Paw Creek Force Main.
Principal
4011 WestChase Blvd., Suite 500, Raleigh, 0
919 863-9350 (direct)
From: Strickland, Bev [mailto :bev.strickland @ncdenr.gov]
Sent: Wednesday, April 15, 2015 12:55 PM
To: Arrance, Keven
Subject: RE: DWR# 150334- Taggart Creek Outfall and Paw Creek Force Main
Beveody Storlicllldarm , fa eorflidl me AdrrflrflstraU)r
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: [e-mail]
From: Arrance, Keven [ mai Ito: karranceCcbhazenandsawyer.com]
Sent: Wednesday, April 15, 2015 12:54 PM
To: Strickland, Bev
Subject: RE: DWR# 150334- Taggart Creek Outfall and Paw Creek Force Main
Ar
Principal
4011 WestChase Blvd., Suite 500, Raleigh, 0
919 863-9350 (direct)
Wi
From: Strickland, Bev [ mailto :bev.strickland @ncdenr.gov]
Sent: Wednesday, April 15, 2015 10:33 AM

To: Arrance, Keven
Subject: DWR# 150334- Taggart Creek Outfall and Paw Creek Force Main
Mr. Arrance,
Could you please send /email /ftp site me a pdf copy of the above site plans?
Thanks
Bev
Beveody Storii llld rm , Laserfid ie rn ii rm ii for tc°) r
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev.Strickland @ncdenr.gov

DESIGN COMPANY:
PLANS PREPARED BY. HAZEN AND SAWYER, P.C.
ADDRESS: 4944 PARKWAY PLAZA BLVD., SUITE 375
PHONE: [phone]
DATE DESIGN COMPLETED: JULY 2010
SURVEY COMPANY:
SURVEYED BY: BARRY D. DAVIS SURVEYING, PLLC
ADDRESS: 7520 INDEPENDENCE BLVD, SUITE 230 CHARLOTTE, NC 28227
PHONE: [phone]
DATE SURVEY COMPLETED: JUNE 1, 2010
CONTRACTOR:
INSPECTOR: /
INSIDE CHARLOTTE: (A YES ( ) NO:
TOPO NO: 141, 140, 97
CHARLOTTE - ME CKLENBURG
UTILITIES
CHARLOTTE, NORTH CAROLINA
ENGINEERING DIVISION
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804 -10 -516
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Scales
PLAN PHASE 1
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Nor.
xi
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INDEX OF SHEETS
As 6ult Date
DAMS
JOG ASV ISheetl Of
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No Date I By Revision Surveyed BY I Designed By Drawn tec
By Prot ngr 2 XX —E Approved By Date
SHEET INDEX
SHEET
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COVER
SHEET
2
(X 1)
INDEX OF SHEETS
SHEET
3
(X2)
GENERAL AND EROSION CONTROL NOTES
LEGEND & ABBREVIATIONS
36" FORCE MAIN
SHEET
4
(FM 1)
STA 0 +00 TO STA 10 +00
SHEET
5
(FM2)
STA 10 +00 TO STA 20 +00
SHEET
6
(FM3)
STA 20 +00 TO STA 30 +00
SHEET
7
(FM4)
STA 30 +00 TO STA 39 +62
DETAILS
SHEET
9
(D 1)
MISCELLANEOUS STANDARD
DETAILS
SHEET
10
(D2)
MISCELLANEOUS STANDARD
DETAILS
SHEET
11
(D3)
EROSION & SEDIMENT CONTROL STANDARD DETAILS
SHEET
12
(D4)
MISCELLANEOUS STANDARD
DETAILS
SHEET
13
(D5)
MISCELLANEOUS STANDARD
DETAILS
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HAZEN AND SAWYER IN
Environmental Engineers & Scientists RFw S �P
4944 Parkway Plan Blvd, Suite 375, Ctlarlotle, NOR Carolina 207
•
CHARLOTTE -MECKLENBURG
ZTTIL,ITIE S
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
804 -10 -516
J.n No. File No PAW CREEK FORCE MAIN
Scales
PLAN PHASE 1
PROFILE
Nor.
xi
Vert.
INDEX OF SHEETS
As 6ult Date
DAMS
JOG ASV ISheetl Of
SURVEYING ASV
No Date I By Revision Surveyed BY I Designed By Drawn tec
By Prot ngr 2 XX —E Approved By Date

ABBREVIATIONS
SYMBOLS
M
0
%
PERCENT
OHE OR OE
OVERHEAD ELECTRIC
&
AND
OHT
OVERHEAD TELEPHONE
@
AT
OHTV
OVERHEAD CABLE TV
MONUMENT
A
N
p
ABAN
ABANDON /ED
PIED
PEDESTAL
ADD
ADDENDUM
PG
PAGE
APPROX
APPROXIMATE
PKWY
PARKWAY
ARV
AIR RELEASE VALVE
PL OR FL
PROPERTY LINE
ASPH
ASPHALT
PING
PIEDMONT NATURAL GAS
60 OF NITROGEN
OF DITCHES.
PP
POWER POLE
--
B
PV
PLUG VALVE
500 OF
USE CHANNEL OR DITCH LINING
PVMT
PAVEMENT
BFV
BUTTERFLY VALVE
500
4000
10 -10 -10
(WHERE SPECIFIED) TO COVER BOTTOM
PWR
POWER
BLDG
BUILDING
. . . TOP ' .
'TOE' .
BLVD
BOULEVARD
.TUE.
R
C
R/W OR RW
RIGHT OF WAY
500 OF
USE CHANNEL OR DITCH LINING
R
RADIUS
CB
CATCH BASIN
500
4000
10 -10 -10
(WHERE SPECIFIED) TO COVER BOTTOM
RCP
REINFORCED CONCRETE PIPE
CDIA
CHARLOTTE - DOUGLAS
- - - - -�
SEDIMENT FENCE (SILT FENCE) STD. 6.62
60 OF NITROGEN
OF DITCHES.
RD
ROAD
N/A
INTERNATIONAL AIRPORT
750 -1000
4000
N/A
OVER SEED WITH TYPE P SEED MIXTURE
RJ
RESTRAINED JOINT
CL OR
CENTERLINE
T__ ♦ __V
SEDIMENT LOG INLET PROTECTION
amp
DURING NEXT PLANTING SEASON
RR
RAILROAD
CLF
CHAIN LINK FENCE
750 -1000
4000
CMP
CORRUGATED METAL PIPE
S
CMU
CHARLOTTE - MECKLENBURG UTILITIES
CMUD
CHARLOTTE - MECKLENBURG UTILITY
SD
STORM DRAIN
N/A
DEPARTMENT
SF
SILT FENCE
CO
CLEANOUT
SHT
SHEET
CONC
CONCRETE
SSMH
SANITARY SEWER MANHOLE
DURING NEXT PLANTING SEASON
SS
SANITARY SEWER
D
STA
STATION
STD
STANDARD
DI
DUCTILE IRON
SWR
SEWER
DI OR 0
DIAMETER
DIM
DIMENSION
T
DIP
DUCTILE IRON PIPE
DWG
DRAWING
TBM
TEMPORARY BENCH MARK
TCE
TEMPORARY CONSTRUCTION
E
EASEMENT
TD
TEMPORARY DIVERSION
EIP
EXISTING IRON PIN
TEL
TELEPHONE
ELEV OR EL
ELEVATION
TEMP
TEMPORARY
EMH
EXISTING MANHOLE
TYP
TYPICAL
ESMT
EASEMENT
EXIST
EXISTING
U
F
UG
UNDERGROUND
UGE
UNDERGROUND ELECTRIC
FES
FLARED END SECTION
UGT
UNDERGROUND TELEPHONE
FH
FIRE HYDRANT
UGTV
UNDERGROUND CABLE TV
FM
FORCE MAIN
FOC
FIBER OPTIC CABLE
V
G
VERT
VERTICAL
G
GAS
W
GR
GRADE
GV
GATE VALVE OR GAS VALVE
W
WATER
WL
WATER LINE
H
WM
WATER METER
W/
WITH
HORZ
HORIZONTAL
W/0
WITHOUT
HW
HEADWALL
WV
WATER VALVE
HWY
HIGHWAY
HYD
HYDRANT
I
IN INCHES
INV INVERT
J
JT JOINT
L
LF LINEAR FOOT
LOC LIMITS OF CONSTRUCTION
LP LIGHT POLE
20141230 11:15A H: \32070- 000 \Drawings \PAW CREEK FM PHASE I \GEN \X2.dwg ByJGREENE Last Saved By jgreene XREFs= H: \32070- 000 \Drawings \PAW CREEK FM PHASE I \TBLOCK \TB 32070 -000 FM1
GENERAL AND EROSION CONTROL NOTES:
ALL WORK SHALL COMPLY WITH CONTRACT DOCUMENTS AND
THE SPECIAL PROVISIONS AS DESCRIBED IN THE PROJECT
MANUAL. CONTRACT DOCUMENTS SUPERCEDE CMU
STANDARDS.
2. CONTRACTOR SHALL CONTACT THE LOCAL PUBLIC UTILITIES
LOCATING SERVICE TO LOCATE UTILITIES IN THE AREA PRIOR
TO ANY EXCAVATION. ALL EXISTING UTILITIES ARE NOT
SHOWN ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE
FOR LOCATING AND PROTECTING EXISTING UTILITIES, WHETHER
SHOWN OR NOT, AND REPAIRING ALL DAMAGE TO UTILITIES
AT HIS OWN EXPENSE. CONTACT NC ONE CALL.
3. THE TOPOGRAPHIC MAPS WERE PREPARED FROM AN AERIAL
SURVEY - CONTOUR INTERVAL OF 1 FOOT. GRID SYSTEM
AND COORDINATES ARE NC STATE PLANE COORDINATE
SYSTEM (1983 DATUM).
4. DISTURBANCE SHALL BE LIMITED TO THE TEMPORARY AND
PERMANENT CMU RIGHT -OF -WAY, AREAS FOR WHICH
ENCROACHMENT AGREEMENTS HAVE BEEN OBTAINED AND
STAGING AREAS PROCURED BY THE CONTRACTOR.
CONTRACTOR SHALL REMOVE ALL TREES WITHIN THE LIMITS
OF THE PERMANENT CMU RIGHT -OF -WAY, EXCEPT WHERE
TREE PROTECTION IS SHOWN ON THE DRAWINGS.
5. LIMITS OF CONSTRUCTION (LOC) TO BE EDGE OF TEMPORARY
CONSTRUCTION EASEMENT (TCE), EDGE OF PAVEMENT (EOP),
GAS PIPELINE ENCROACHMENT, NORFOLK - SOUTHERN
RIGHT -OF -WAY, NORFOLK - SOUTHERN ENCROACHMENT LIMITS,
TEMPORARY FENCE LINE, OR SILT FENCE LINE (OPEN AREAS)
AS INDICATED ON INDIVIDUAL DRAWINGS.
6. CONTRACTOR IS RESPONSIBLE FOR PROCURING ALL
MOBILIZATION, STORAGE, AND STAGING AREAS AS WELL AS
ACCESS TO THE CONSTRUCTION SITES WITHIN THE
TEMPORARY AND PERMANENT CMU RIGHT -OF -WAY NOT
ALREADY ACQUIRED. EROSION CONTROL DEVICES SHALL BE
INSTALLED AND MAINTAINED AT ALL WORK SITES, STAGING
AREAS AND OFF SITE SPOILS AREAS. CONTRACTOR SHALL
FOLLOW ALL LOCAL REGULATIONS REGARDING THE WORK,
INCLUDING KEEPING MUD AND DIRT OFF OF PUBLIC ROADS
AND PRIVATE ENTRANCES, AND REHABILITATING STAGING,
STORAGE OR STOCKPILING AREAS TO EQUAL OR BETTER
THAN EXISTING CONDITION. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD /SOIL
ON ADJACENT ROADWAYS. ANY MUD /SOIL TRACKED ON
ROADWAYS SHALL BE CLEANED DAILY.
7. EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE
INSTALLED PRIOR TO CLEARING OR AS SOON AS PRACTICAL
THEREAFTER BEFORE PERFORMING EXCAVATION IN ANY AREA,
MAINTAINED DURING WORK, AND REMOVED WHEN WORK IS
COMPLETED. TEMPORARY SEEDING AND MULCHING SHALL BE
PERFORMED WITHIN 15 CALENDAR DAYS OF LAST
DISTURBANCE OF DISTURBED AREAS. CONTRACT DOCUMENTS
SUPERCEDE CMU DESIGN STANDARDS.
8. CONTRACTOR SHALL NOTIFY MR. RILEY HUCKABY OF
COLONIAL PIPELINE (704- 363 -8464) AND MR. PHIL
THRELKELD OF PLANTATION PIPELINE (704- 833 -1007) AT
LEAST 48 HOURS PRIOR TO ENCROACHING ON OR CROSSING
THE GAS PIPELINE RIGHT -OF -WAY. THE CONTRACTOR
SHALL MAKE ALL NECESSARY ARRANGEMENTS WITH THE
VARIOUS UTILITIES TO PROTECT THE GAS PIPELINES AND THE
PUBLIC.
9. SOIL EXPLORATION WORK WAS PERFORMED BY S &ME AND
MACTEC OF CHARLOTTE, INC. SOILS EXPLORATION WORK IS
SOLELY TO ASSIST BIDDERS IN ASSESSING THE NATURE AND
EXTENT OF TESTING PROCEDURES REQUIRED TO MAKE THEIR
OWN DETERMINATION OF ACTUAL SUBSURFACE CONDITIONS
THAT WILL BE ENCOUNTERED DURING THE COURSE OF THE
WORK. NO REPRESENTATION IS MADE OR WILL BE GIVEN BY
THE ENGINEER CONCERNING ACTUAL CONDITIONS THAT WILL
BE ENCOUNTERED. ALL BIDDERS ARE DIRECTED PRIOR TO
BIDDING TO CONDUCT ALL INVESTIGATIONS AND TESTING
THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN
CONCLUSIONS REGARDING SUCH CONDITIONS. SOIL BORING
PROFILE ELEVATIONS ARE APPROXIMATE.
10. ALL AREAS WITH OPEN EXCAVATIONS, OPEN VAULTS OR
MANHOLES, OR EQUIPMENT SHALL BE FENCED WITH
TEMPORARY SAFETY FENCING AT LEAST 4 FEET HIGH AT END
OF EACH WORK DAY. PARKING LOT WORK ZONES AND
STAGING AREAS SHALL BE BORDERED WITH MINIMUM 6 FEET
HIGH TEMPORARY CHAIN LINK FENCING WITH LOCKING
ACCESS GATES.
11. WHEN DEWATERING BORE PITS AND TRENCHES, TURBID
WATER SHALL BE PUMPED THROUGH A FILTER BAG.
12. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN
THE WORKING AREA AND ADJACENT PARKING LOTS AND
REQUIRED UNTIL THE SITE IS FULLY STABILIZED.
13. ADDITIONAL SILT FENCE AND SILT FENCE STONE OUTLETS
MAY BE REQUIRED BASED ON FIELD CONDITIONS AS
APPROVED BY ENGINEER.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER
SPILLS THAT OCCUR DURING CONSTRUCTION AND
ASSOCIATED FINES FROM STATE REGULATORY AGENCIES.
15. ANY LAND CORNER, PROPERTY MONUMENTATION, OR
BENCHMARK WITHIN THE LIMITS OF CONSTRUCTION SHALL BE
PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF
BEING DESTROYED, THE CONTRACTOR SHALL NOTIFY THE
OWNER IMMEDIATELY. ANY CORNER MONUMENT DISTURBED
OR DESTROYED SHALL BE RESET BY A PROFESSIONAL LAND
SURVEYOR REGISTERED IN THE STATE OF NC AT THE
CONTRACTOR'S EXPENSE. CONTRACTOR TO PROTECT OR
REPLACE NCDOT RIGHT -OF -WAY MARKERS OR MONUMENTS
PER NCDOT 806.01.
16. THE CONTRACTOR SHALL KEEP STREETS OPEN TO AT LEAST
ONE LANE OF TRAFFIC (UNLESS OTHERWISE SHOWN ON THE
DRAWINGS) AT ALL TIMES AND SHALL MAINTAIN ACCESS TO
EACH BUSINESS OR RESIDENCE ADJACENT TO THE WORK. A
MINIMUM OF 12 FEET OF PAVEMENT WIDTH SHALL REMAIN
INTACT AT ALL TIMES FOR ONE LANE. CONTRACTOR TO
SUBMIT TRAFFIC CONTROL & SAFETY PLAN TO ENGINEER FOR
APPROVAL PRIOR TO SHUTTING DOWN ANY PORTION OF THE
ROADWAY.
17. THE CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY
REGARDING ANY CONFLICTS THAT ARISE DURING
CONSTRUCTION OF WORK SHOWN ON THE DRAWINGS.
18. CONNECTIONS TO EXISTING FORCE MAIN SHALL BE MADE AT
TIMES OF LOW FLOWS AND COORDINATED WITH THE OWNER.
ALL SUCH WORK SHALL BE PERFORMED IN THE PRESENCE
OF THE OWNER AND ENGINEER, AND THE CONTRACTOR
SHALL GIVE AT LEAST 10 BUSINESS DAYS NOTICE TO ALL
PARTIES CONCERNED PRIOR TO BEGINNING WORK. ALL
FORCE MAINS SHALL BE TESTED IN ACCORDANCE WITH THE
SPECIFICATIONS PRIOR TO CONNECTION TO EXISTING MAINS.
CONTRACTOR SHALL PROVIDE TEMPORARY STORAGE OF
WASTEWATER AS NECESSARY TO TIE IN FORCE MAIN.
19. THE CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND
REQUIREMENTS OF ALL PERMITS THAT HAVE BEEN OBTAINED
AND ALL AVAILABLE LOCAL, STATE AND FEDERAL
REGULATIONS. SEE CONTRACT SPECIFICATIONS.
20. ALL VAULTS AND MANHOLES SHALL BE DESIGNED FOR H2O
LOADING.
21. FOR ALL TIE -IN PIPING OR CROSSINGS, CONTRACTOR SHALL
VERIFY ALL EXISTING PIPELINE ELEVATIONS, LOCATIONS,
DIAMETERS, AND MATERIALS PRIOR TO SHOP DRAWING
SUBMITTALS, NOTIFYING THE ENGINEER OF ANY CONFLICTS.
22. ALL DRIVEWAYS, DRAIN PIPES, AND HEADWALLS SHALL BE
RESTORED TO EQUAL OR BETTER THAN EXISTING CONDITION,
IN BOTH NEW AND EXISTING RIGHTS -OF -WAY AND WITHIN
ANY TEMPORARY EASEMENT AREAS. ANY STRUCTURES OR
DRIVEWAYS DISTURBED OUTSIDE THE RIGHT -OF -WAY OR
EASEMENT SHALL ALSO BE FULLY RESTORED AT NO COST
TO THE PROPERTY OWNER.
23. CONTRACTOR SHALL PROTECT ALL DRAIN CULVERTS DURING
CONSTRUCTION. MAINTAIN PROTECTION UNTIL DISTURBED
AREAS ARE STABILIZED WITH GROUND COVER SUFFICIENT TO
RESTRAIN EROSION.
24. PROVIDE TEMPORARY DITCH LINING FOR DISTURBED DITCH
LINES OR OTHER AREAS OF CONCENTRATED FLOW WHERE
SLOPE IS GREATER THAN 2 %.
25. WHEN EXCAVATED MATERIALS ARE PLACED ON ROADWAY OR
PARKING LOT SURFACES, THE CONTRACTOR SHALL PLACE
SAND OR STONE SCREENINGS UNDERNEATH THE EXCAVATED
MATERIALS.
26. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SITE
ACCESIBLE FOR EMERGENCY VEHICLES AT ALL TIMES.
27. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF
NORFOLK SOUTHERN'S NSCE -8 SPECIFICATIONS.
28. PIPELINE AND RAILROAD CROSSING TO BE INSTALLED AND
MAINTAINED IN ACCORDANCE WITH LATEST APPROVED
AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY
ASSOCIATION SPECIFICATIONS FOR PIPELINES CONVEYING
FLAMMABLE AND NON- FLAMMABLE SUBSTANCES.
29. BLASTING NOT PERMITTED IN NORFOLK SOUTHERN RAILROAD
RIGHT -OF -WAY.
30. CONTRACTOR TO EXCAVATE AND DETERMINE ELEVATION OF
ALL KNOWN CONFLICTS AT LEAST 1000 FEET AHEAD OF PIPE
OR CASING INSTALLATION.
31. CLASS B CONCRETE MIX DESIGN SHALL HAVE A MINIMUM
28 -DAY COMPRESSIVE STRENGTH OF 3600 psi.
32. ENCAPSULATE ALL BURIED PLUG VALVES IN No. 67 STONE
WITH MINIMUM 12 INCHES ON ALL SIDES INCLUDING BOTTOM.
SEEDING SCHEDULE 0
APPLICATION RATES IN POUNDS /ACRE
M
MAX
MAXIMUM
MB
MAILBOX
MECH
MECHANICAL
MIN
MINIMUM
MISC
MISCELLANEOUS
MJ
MECHANICAL JOINT
MON
MONUMENT
COMMENTS
N
N
NORTH
NCDENR
NORTH CAROLINA DEPARTMENT OF
UNDERGROUND CABLE TV
ENVIRONMENTAL AND NATURAL
USE CHANNEL OR DITCH LINING
RESOURCES
NCDOT
NORTH CAROLINA DEPARTMENT
150
OF TRANSPORTATION
NO OR #
NUMBER
N -S
NORFOLK - SOUTHERN
NTS
NOT TO SCALE
20141230 11:15A H: \32070- 000 \Drawings \PAW CREEK FM PHASE I \GEN \X2.dwg ByJGREENE Last Saved By jgreene XREFs= H: \32070- 000 \Drawings \PAW CREEK FM PHASE I \TBLOCK \TB 32070 -000 FM1
GENERAL AND EROSION CONTROL NOTES:
ALL WORK SHALL COMPLY WITH CONTRACT DOCUMENTS AND
THE SPECIAL PROVISIONS AS DESCRIBED IN THE PROJECT
MANUAL. CONTRACT DOCUMENTS SUPERCEDE CMU
STANDARDS.
2. CONTRACTOR SHALL CONTACT THE LOCAL PUBLIC UTILITIES
LOCATING SERVICE TO LOCATE UTILITIES IN THE AREA PRIOR
TO ANY EXCAVATION. ALL EXISTING UTILITIES ARE NOT
SHOWN ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE
FOR LOCATING AND PROTECTING EXISTING UTILITIES, WHETHER
SHOWN OR NOT, AND REPAIRING ALL DAMAGE TO UTILITIES
AT HIS OWN EXPENSE. CONTACT NC ONE CALL.
3. THE TOPOGRAPHIC MAPS WERE PREPARED FROM AN AERIAL
SURVEY - CONTOUR INTERVAL OF 1 FOOT. GRID SYSTEM
AND COORDINATES ARE NC STATE PLANE COORDINATE
SYSTEM (1983 DATUM).
4. DISTURBANCE SHALL BE LIMITED TO THE TEMPORARY AND
PERMANENT CMU RIGHT -OF -WAY, AREAS FOR WHICH
ENCROACHMENT AGREEMENTS HAVE BEEN OBTAINED AND
STAGING AREAS PROCURED BY THE CONTRACTOR.
CONTRACTOR SHALL REMOVE ALL TREES WITHIN THE LIMITS
OF THE PERMANENT CMU RIGHT -OF -WAY, EXCEPT WHERE
TREE PROTECTION IS SHOWN ON THE DRAWINGS.
5. LIMITS OF CONSTRUCTION (LOC) TO BE EDGE OF TEMPORARY
CONSTRUCTION EASEMENT (TCE), EDGE OF PAVEMENT (EOP),
GAS PIPELINE ENCROACHMENT, NORFOLK - SOUTHERN
RIGHT -OF -WAY, NORFOLK - SOUTHERN ENCROACHMENT LIMITS,
TEMPORARY FENCE LINE, OR SILT FENCE LINE (OPEN AREAS)
AS INDICATED ON INDIVIDUAL DRAWINGS.
6. CONTRACTOR IS RESPONSIBLE FOR PROCURING ALL
MOBILIZATION, STORAGE, AND STAGING AREAS AS WELL AS
ACCESS TO THE CONSTRUCTION SITES WITHIN THE
TEMPORARY AND PERMANENT CMU RIGHT -OF -WAY NOT
ALREADY ACQUIRED. EROSION CONTROL DEVICES SHALL BE
INSTALLED AND MAINTAINED AT ALL WORK SITES, STAGING
AREAS AND OFF SITE SPOILS AREAS. CONTRACTOR SHALL
FOLLOW ALL LOCAL REGULATIONS REGARDING THE WORK,
INCLUDING KEEPING MUD AND DIRT OFF OF PUBLIC ROADS
AND PRIVATE ENTRANCES, AND REHABILITATING STAGING,
STORAGE OR STOCKPILING AREAS TO EQUAL OR BETTER
THAN EXISTING CONDITION. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD /SOIL
ON ADJACENT ROADWAYS. ANY MUD /SOIL TRACKED ON
ROADWAYS SHALL BE CLEANED DAILY.
7. EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE
INSTALLED PRIOR TO CLEARING OR AS SOON AS PRACTICAL
THEREAFTER BEFORE PERFORMING EXCAVATION IN ANY AREA,
MAINTAINED DURING WORK, AND REMOVED WHEN WORK IS
COMPLETED. TEMPORARY SEEDING AND MULCHING SHALL BE
PERFORMED WITHIN 15 CALENDAR DAYS OF LAST
DISTURBANCE OF DISTURBED AREAS. CONTRACT DOCUMENTS
SUPERCEDE CMU DESIGN STANDARDS.
8. CONTRACTOR SHALL NOTIFY MR. RILEY HUCKABY OF
COLONIAL PIPELINE (704- 363 -8464) AND MR. PHIL
THRELKELD OF PLANTATION PIPELINE (704- 833 -1007) AT
LEAST 48 HOURS PRIOR TO ENCROACHING ON OR CROSSING
THE GAS PIPELINE RIGHT -OF -WAY. THE CONTRACTOR
SHALL MAKE ALL NECESSARY ARRANGEMENTS WITH THE
VARIOUS UTILITIES TO PROTECT THE GAS PIPELINES AND THE
PUBLIC.
9. SOIL EXPLORATION WORK WAS PERFORMED BY S &ME AND
MACTEC OF CHARLOTTE, INC. SOILS EXPLORATION WORK IS
SOLELY TO ASSIST BIDDERS IN ASSESSING THE NATURE AND
EXTENT OF TESTING PROCEDURES REQUIRED TO MAKE THEIR
OWN DETERMINATION OF ACTUAL SUBSURFACE CONDITIONS
THAT WILL BE ENCOUNTERED DURING THE COURSE OF THE
WORK. NO REPRESENTATION IS MADE OR WILL BE GIVEN BY
THE ENGINEER CONCERNING ACTUAL CONDITIONS THAT WILL
BE ENCOUNTERED. ALL BIDDERS ARE DIRECTED PRIOR TO
BIDDING TO CONDUCT ALL INVESTIGATIONS AND TESTING
THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN
CONCLUSIONS REGARDING SUCH CONDITIONS. SOIL BORING
PROFILE ELEVATIONS ARE APPROXIMATE.
10. ALL AREAS WITH OPEN EXCAVATIONS, OPEN VAULTS OR
MANHOLES, OR EQUIPMENT SHALL BE FENCED WITH
TEMPORARY SAFETY FENCING AT LEAST 4 FEET HIGH AT END
OF EACH WORK DAY. PARKING LOT WORK ZONES AND
STAGING AREAS SHALL BE BORDERED WITH MINIMUM 6 FEET
HIGH TEMPORARY CHAIN LINK FENCING WITH LOCKING
ACCESS GATES.
11. WHEN DEWATERING BORE PITS AND TRENCHES, TURBID
WATER SHALL BE PUMPED THROUGH A FILTER BAG.
12. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN
THE WORKING AREA AND ADJACENT PARKING LOTS AND
REQUIRED UNTIL THE SITE IS FULLY STABILIZED.
13. ADDITIONAL SILT FENCE AND SILT FENCE STONE OUTLETS
MAY BE REQUIRED BASED ON FIELD CONDITIONS AS
APPROVED BY ENGINEER.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER
SPILLS THAT OCCUR DURING CONSTRUCTION AND
ASSOCIATED FINES FROM STATE REGULATORY AGENCIES.
15. ANY LAND CORNER, PROPERTY MONUMENTATION, OR
BENCHMARK WITHIN THE LIMITS OF CONSTRUCTION SHALL BE
PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF
BEING DESTROYED, THE CONTRACTOR SHALL NOTIFY THE
OWNER IMMEDIATELY. ANY CORNER MONUMENT DISTURBED
OR DESTROYED SHALL BE RESET BY A PROFESSIONAL LAND
SURVEYOR REGISTERED IN THE STATE OF NC AT THE
CONTRACTOR'S EXPENSE. CONTRACTOR TO PROTECT OR
REPLACE NCDOT RIGHT -OF -WAY MARKERS OR MONUMENTS
PER NCDOT 806.01.
16. THE CONTRACTOR SHALL KEEP STREETS OPEN TO AT LEAST
ONE LANE OF TRAFFIC (UNLESS OTHERWISE SHOWN ON THE
DRAWINGS) AT ALL TIMES AND SHALL MAINTAIN ACCESS TO
EACH BUSINESS OR RESIDENCE ADJACENT TO THE WORK. A
MINIMUM OF 12 FEET OF PAVEMENT WIDTH SHALL REMAIN
INTACT AT ALL TIMES FOR ONE LANE. CONTRACTOR TO
SUBMIT TRAFFIC CONTROL & SAFETY PLAN TO ENGINEER FOR
APPROVAL PRIOR TO SHUTTING DOWN ANY PORTION OF THE
ROADWAY.
17. THE CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY
REGARDING ANY CONFLICTS THAT ARISE DURING
CONSTRUCTION OF WORK SHOWN ON THE DRAWINGS.
18. CONNECTIONS TO EXISTING FORCE MAIN SHALL BE MADE AT
TIMES OF LOW FLOWS AND COORDINATED WITH THE OWNER.
ALL SUCH WORK SHALL BE PERFORMED IN THE PRESENCE
OF THE OWNER AND ENGINEER, AND THE CONTRACTOR
SHALL GIVE AT LEAST 10 BUSINESS DAYS NOTICE TO ALL
PARTIES CONCERNED PRIOR TO BEGINNING WORK. ALL
FORCE MAINS SHALL BE TESTED IN ACCORDANCE WITH THE
SPECIFICATIONS PRIOR TO CONNECTION TO EXISTING MAINS.
CONTRACTOR SHALL PROVIDE TEMPORARY STORAGE OF
WASTEWATER AS NECESSARY TO TIE IN FORCE MAIN.
19. THE CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND
REQUIREMENTS OF ALL PERMITS THAT HAVE BEEN OBTAINED
AND ALL AVAILABLE LOCAL, STATE AND FEDERAL
REGULATIONS. SEE CONTRACT SPECIFICATIONS.
20. ALL VAULTS AND MANHOLES SHALL BE DESIGNED FOR H2O
LOADING.
21. FOR ALL TIE -IN PIPING OR CROSSINGS, CONTRACTOR SHALL
VERIFY ALL EXISTING PIPELINE ELEVATIONS, LOCATIONS,
DIAMETERS, AND MATERIALS PRIOR TO SHOP DRAWING
SUBMITTALS, NOTIFYING THE ENGINEER OF ANY CONFLICTS.
22. ALL DRIVEWAYS, DRAIN PIPES, AND HEADWALLS SHALL BE
RESTORED TO EQUAL OR BETTER THAN EXISTING CONDITION,
IN BOTH NEW AND EXISTING RIGHTS -OF -WAY AND WITHIN
ANY TEMPORARY EASEMENT AREAS. ANY STRUCTURES OR
DRIVEWAYS DISTURBED OUTSIDE THE RIGHT -OF -WAY OR
EASEMENT SHALL ALSO BE FULLY RESTORED AT NO COST
TO THE PROPERTY OWNER.
23. CONTRACTOR SHALL PROTECT ALL DRAIN CULVERTS DURING
CONSTRUCTION. MAINTAIN PROTECTION UNTIL DISTURBED
AREAS ARE STABILIZED WITH GROUND COVER SUFFICIENT TO
RESTRAIN EROSION.
24. PROVIDE TEMPORARY DITCH LINING FOR DISTURBED DITCH
LINES OR OTHER AREAS OF CONCENTRATED FLOW WHERE
SLOPE IS GREATER THAN 2 %.
25. WHEN EXCAVATED MATERIALS ARE PLACED ON ROADWAY OR
PARKING LOT SURFACES, THE CONTRACTOR SHALL PLACE
SAND OR STONE SCREENINGS UNDERNEATH THE EXCAVATED
MATERIALS.
26. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SITE
ACCESIBLE FOR EMERGENCY VEHICLES AT ALL TIMES.
27. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF
NORFOLK SOUTHERN'S NSCE -8 SPECIFICATIONS.
28. PIPELINE AND RAILROAD CROSSING TO BE INSTALLED AND
MAINTAINED IN ACCORDANCE WITH LATEST APPROVED
AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY
ASSOCIATION SPECIFICATIONS FOR PIPELINES CONVEYING
FLAMMABLE AND NON- FLAMMABLE SUBSTANCES.
29. BLASTING NOT PERMITTED IN NORFOLK SOUTHERN RAILROAD
RIGHT -OF -WAY.
30. CONTRACTOR TO EXCAVATE AND DETERMINE ELEVATION OF
ALL KNOWN CONFLICTS AT LEAST 1000 FEET AHEAD OF PIPE
OR CASING INSTALLATION.
31. CLASS B CONCRETE MIX DESIGN SHALL HAVE A MINIMUM
28 -DAY COMPRESSIVE STRENGTH OF 3600 psi.
32. ENCAPSULATE ALL BURIED PLUG VALVES IN No. 67 STONE
WITH MINIMUM 12 INCHES ON ALL SIDES INCLUDING BOTTOM.
SEEDING SCHEDULE 0
APPLICATION RATES IN POUNDS /ACRE
SEED **
PLANTING
PROPOSED � FORCEMAIN & GRAVITY SEWER
STRAW
o
PROPOSED SAN SWR MANHOLE
MIXTURE
SEASON
LIME*
SEED
FERTILIZER*
MULCH
TOPDRESSING*
COMMENTS
UNDERGROUND TELEPHONE
UGT
OVERHEAD TELEPHONE
OHT
UNDERGROUND CABLE TV
500 OF
USE CHANNEL OR DITCH LINING
P
APRIL 15 -JUNE 30
2000
150
500
4000
10 -10 -10
(WHERE SPECIFIED) TO COVER BOTTOM
EXISTING GAS MAIN
EXIST ?' GAS
GAS VALVE
OGV
GAS TEST WELL
60 OF NITROGEN
OF DITCHES.
EXIST R/W
PROPOSED WATER OR SEWER R/W
--
PROPOSED TCE /LOC
-e Lce -e-
ROAD /STREET R/W
500 OF
USE CHANNEL OR DITCH LINING
PF
AUG 15 -SEPT 15
2000
150
500
4000
10 -10 -10
(WHERE SPECIFIED) TO COVER BOTTOM
-
CREEK OR BRANCH
-- -
TOP OF BANK /SLOPE
. . . TOP ' .
'TOE' .
60 OF NITROGEN
OF DITCHES.
.TUE.
RIP - RAP
WOODSLINE
TREE
500 OF
USE CHANNEL OR DITCH LINING
PW
FEB 15 -MARCH 21
2000
150
500
4000
10 -10 -10
(WHERE SPECIFIED) TO COVER BOTTOM
STREET SIGN ( LABEL TYPE)
STORM DRAIN /CATCH BASIN
- - - - -�
SEDIMENT FENCE (SILT FENCE) STD. 6.62
60 OF NITROGEN
OF DITCHES.
TW
JAN 1 -MAY 1
N/A
170
750 -1000
4000
N/A
OVER SEED WITH TYPE P SEED MIXTURE
ROLLED EROSION CONTROL MATTING STD. 6.17 -
TREE PROTECTION BARRIER FENCE
T__ ♦ __V
SEDIMENT LOG INLET PROTECTION
amp
DURING NEXT PLANTING SEASON
TS
MAY 1- AUGUST 15
N/A
35
750 -1000
4000
N/A
OVER SEED WITH TYPE P SEED MIXTURE
DURING NEXT PLANTING SEASON
TF
AUGUST 16 -DEC 30
N/A
120
750 -1000
4000
N/A
OVER SEED WITH TYPE P SEED MIXTURE
DURING NEXT PLANTING SEASON
* APPLICATION RATES AND /OR CHEMICAL ANALYSIS SHALL BE CONFIRMED OR ESTABLISHED BY SOIL TEST.
** SEED MIXTURES TO BE USED ON THE PROJECT SHALL BE AS FOLLOWS:
P - PERMANENT SEEDING (TO EXTEND SPRING SEEDING DATES)
150# /ACRE COMMON HULLED BERMUDA GRASS
PF - PERMANENT FALL SEEDING
150# /ACRE KENTUCKY 31 TALL FESCUE (ALTA TALL FESCUE)
PW - PERMANENT WINTER SEEDING
150# /ACRE KENTUCKY 31 TALL FESCUE (ALTA TALL FESCUE)
TW - TEMPORARY WINTER SEEDING
120# /ACRE RYE (GRAIN)
50# /ACRE KOREAN LESPEDEZA
TS - TEMPORARY SUMMER SEEDING
35# /ACRE BROWN TOP MILLET
OR SUDAN GRASS PER ROLL, AS MANUFACTURED BY AMXCO, AMERICAN EXCELSIOR COMPANY, OR EQUAL.
TF - TEMPORARY FALL SEEDING
120# /ACRE RYE (GRAIN)
* ** APPLY ASPHALT AT A RATE OF 0.10 GAL./YD' (10 GAL /1,000 FT') TO TACK STRAW MULCH.
NOTES:
1. IT IS PREFERABLE TO SEED WITH TEMPORARY COVER AND
THEN SEED FESCUE IN FALL AND WINTER.
2. BETWEEN MAY 1ST AND AUGUST 15TH, ADD 10# /ACRE
GERMAN MILLET OR 15# /ACRE SUDAN GRASS.
3. PRIOR TO MAY 1ST OR AFTER AUGUST 15TH ADD
40# /ACRE RYE (GRAIN).
SECTION AND DETAIL KEYING
DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD:
(A) A SECTION CUT ON DRAWING A3 IS IDENTIFIED AS FOLLOWS:
A SECTION LETTER
A6 DRAWING WHERE SECTION IS SHOWN
(B) THE SECTION SHOWN ON DRAWING A6 IS IDENTIFIED AS FOLLOWS:
SECTION LETTER
A
DRAWING FROM WHERE SECTION WAS TAKEN
A3
LEGEND
PROPOSED AIR RELEASE VAULT
EXISTING � SAN. SWR.
PROPOSED � FORCEMAIN & GRAVITY SEWER
EXISTING SAN SWR. MANHOLE
o
PROPOSED SAN SWR MANHOLE
•
EXISTING WATER MAIN
EXIST WL
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
WATER METER
UNDERGROUND TELEPHONE
UGT
OVERHEAD TELEPHONE
OHT
UNDERGROUND CABLE TV
UGTV
OVERHEAD CABLE TV
OHTV
UNDERGROUND ELECTRIC
UGE
OVERHEAD ELECTRIC
OHE
UTILITY POLE /GUY WIRE
H�
TOWER LINE
EXISTING GAS MAIN
EXIST ?' GAS
GAS VALVE
OGV
GAS TEST WELL
OGTW
EXISTING WATER OR SEWER R/W
EXIST R/W
PROPOSED WATER OR SEWER R/W
--
PROPOSED TCE /LOC
-e Lce -e-
ROAD /STREET R/W
R/W
PROPERTY LINE
_P_
EDGE OF PAVEMENT
--- - - - - --
GROUND PROFILE
EXISTING IRON PIN
•�
MARSH
-
CREEK OR BRANCH
-- -
TOP OF BANK /SLOPE
. . . TOP ' .
'TOE' .
TOE OF BANK /SLOPE
.TUE.
RIP - RAP
WOODSLINE
TREE
BUILDING
L
RAILROAD
GUARD RAIL
L T T T
BRIDGE
FENCE ( LABEL TYPE )
STREET SIGN ( LABEL TYPE)
STORM DRAIN /CATCH BASIN
- - - - -�
SEDIMENT FENCE (SILT FENCE) STD. 6.62
o
CHECK DAM STD. 6.83
®�
TEMPORARY STREAM CROSSING STD. E.C. 1
T
STONE FILLED BURLAP BAGS STD. E.C. 2
O
STONE AND CONCRETE RIP -RAP STD. E.C. 3
ROLLED EROSION CONTROL MATTING STD. 6.17 -
TREE PROTECTION BARRIER FENCE
T__ ♦ __V
SEDIMENT LOG INLET PROTECTION
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8 3/4"
7 1/2
7 1 /4" 2"
-21/2°
1 /4'.'.y 61/4" —7/16" 1 1 /p° v
5"
2 LUGS
3/8 "X1/4"
3/8" o
B"
4)
1/4" RIBS
I?
VALVE BOX — TOP SECTON
(SECTION VIEW)
5 1/2 ""
3/8
7 1/2" 8'
15 1/2"
7"
It 1
VALVE BOX — BOTTOM SECTION
(SECTION VIEW)
7 3/8" -3/4" JI
12"
1 1/2-
P3/4 4
COVER — SECTION VIEW
VALVE BOX
FROM RI£ MANHOLE WALL TO THE TIMOUGH
OF CHARLOTTE STANDARD
r
HEIGHT of Also
AND CONE
SECTION VARIES
NOTES
1. MANHOLE TO CONFORM WITH ASTM C478 EXCEPT
AS MODIFIED BELOW
2, MANHOLE BASE TO BE REINFORCED WITH A MINIMUM
AREA OF 0.20 SO A. PER LINEAL FOOT EACH WAX
WALL REINFORCING TO BE MINIMUM OF 0.12 SQ. IN
PER LINEAL FOOL EITHER TONGUE OR GROOVE
SHALL HAVE REINFORCING EQUAL IN AREA TO
MINIMUM OF WALL SECTION
3. ALL JOINTS SHALL CONFROM WITH ASTM C443.
4, STEPS TO BE PLASTIC PER CITY STANDARDS
5 ALL PIPE OPENINGS TO BE NO GREATER THAN 3"
LARGER THAN OUTSIDE DIAMETER OF PIPE AND
ADDITIONALLY REINFORCED WITH A MINIMUM OF
020 SO IN OF STEEL AT 90 DEGREES(AODITOINAL
REINFORCING NOT REQUIRED FOR CORED OPENINGS)
6. ALL SURFACES SHALL BE SMOOTH EVEN TEX71JRED
W rH A MINIMUM OF HONEYCOMB, FINS AND OTHER
IMPERFECTIONS.
7. PENETRATING. LIFTING HOLES SHALL BE PLUGGED
WITH EXPANSION GROUT.
8. INVERTS MAY BE 3600 PSI READY MIX CONCRETE
IN LIEU OF BRICK. PRECAST INVERTS ARE ACCEPTABLE.
9. STEPS IN 6' DIAMETER MANHOLES TO BE OVER WIDEST
SHELF
70 5'O CONE SECTONS MAYBE USED WITH 6'0 MANHOLES
WITH A 6' -4" TRANSITION SECTION PLACED DIRECTLY
BENEATH THE 5''0 CONE.
11. ALL MANHOLE SECTIONS SHALL BE DESIGNED FOR
H -20 LOADING.
12. MINIMUM HEIGHT FOR CONCENTRIC CONES ON MANHOLES
WITH BOLT DOWN F&C IS 32 ".
PRECAST MANHOLES
6' DIAMETER
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t
EXTENSION USING
PVC(C -900) PIPE
BRICK
EXTENSION USING
SOIL PIPE
NOTES:
1. BOTTOM SECTION TO BE CENTERED OVER NUT,
NOT TO BEAR ON VALVE BODY.
2. PROVIDE CLEARANCE BETWEEN VALVE BOX /BRICK
AND THE VALVE.
3. WHEN OPERATING NUT DEPTH EXCEEDS 4' -0" BELOW
FINISHED GRADE, PROVIDE EXTENSION STEM WITH STD.
2" SO. OPERATING NUT IN TOP SECTION OF VALVE
BOX. EXTENSION STEM SHALL BE SIZED AS
RECOMMENDED BY THE VALVE MANUFACTURER.
VALVE BOX INSTALLATION
.STONE TO SPRING LINE
UNDISTURBED SOIL
CENTER
OF
PATCH
1.9
SELECT FILL AS APPROVED
BY ENGINEER
(TRAFFIC BEARING STEEL
PLATE CAN BE USED FOR
24 HOURS DURING CURING
OF CONCRETE)
PROFILE VIEW
CLASS B
CONCRETE CAP
0222128
PIPE ALIGNMENT GUIDE
FOR STFEL CASING,
SEE DETAIL CC -15 ON
ORA WAG CP -8
FOR NON - FERROUS
CASING, INSTALL
TYPICAL CASING
SPACERS, MINIMUM 3
PER PIPE JOINT
PIPE
WELDED STL. CASING PIPE
(SEE SPECIFICA (IONS
FOR MATERIAL REQUIREMENTS)
BACK
OF CURB
18 "X18 "X6" CONCRETE PAD OR
APPROVED 24" DIA. PRECAST
2 6"
PAD (GROUT IN UPPER SECTION)
MIN 6"
NOTE:
_
FINISHED GRADE
1. FERROUS
CASTINGS SHALL BE
PER ASTM
A -48, CLASS 30.
° ° Tkll Tlli
1�J 1111 =111
TOP
AND GUTTER
ASPHALT
TOP
SECTION
(2) PICK HOLE
SECTION
%0
- 3 R
1 1/2•
EXTENSION STEM AS
AN
REQUIRED. SEE NOTE 3
Qo
a
5" MIN.
%0 �o
5' SOIL PIPE
BE OF SOIL PIPE
BOTTOM
WILL RECEIVE BOTTOM
SECTION
SECTION OF VALVE BOX.
COVER
— TOP VIEW
BOTTOM
0242000
IS' BRICK BULKHEAD AT
SECTION
6" PVC
EACH ENO OF CASING
PIPE
7 3/8" -3/4" JI
12"
1 1/2-
P3/4 4
COVER — SECTION VIEW
VALVE BOX
FROM RI£ MANHOLE WALL TO THE TIMOUGH
OF CHARLOTTE STANDARD
r
HEIGHT of Also
AND CONE
SECTION VARIES
NOTES
1. MANHOLE TO CONFORM WITH ASTM C478 EXCEPT
AS MODIFIED BELOW
2, MANHOLE BASE TO BE REINFORCED WITH A MINIMUM
AREA OF 0.20 SO A. PER LINEAL FOOT EACH WAX
WALL REINFORCING TO BE MINIMUM OF 0.12 SQ. IN
PER LINEAL FOOL EITHER TONGUE OR GROOVE
SHALL HAVE REINFORCING EQUAL IN AREA TO
MINIMUM OF WALL SECTION
3. ALL JOINTS SHALL CONFROM WITH ASTM C443.
4, STEPS TO BE PLASTIC PER CITY STANDARDS
5 ALL PIPE OPENINGS TO BE NO GREATER THAN 3"
LARGER THAN OUTSIDE DIAMETER OF PIPE AND
ADDITIONALLY REINFORCED WITH A MINIMUM OF
020 SO IN OF STEEL AT 90 DEGREES(AODITOINAL
REINFORCING NOT REQUIRED FOR CORED OPENINGS)
6. ALL SURFACES SHALL BE SMOOTH EVEN TEX71JRED
W rH A MINIMUM OF HONEYCOMB, FINS AND OTHER
IMPERFECTIONS.
7. PENETRATING. LIFTING HOLES SHALL BE PLUGGED
WITH EXPANSION GROUT.
8. INVERTS MAY BE 3600 PSI READY MIX CONCRETE
IN LIEU OF BRICK. PRECAST INVERTS ARE ACCEPTABLE.
9. STEPS IN 6' DIAMETER MANHOLES TO BE OVER WIDEST
SHELF
70 5'O CONE SECTONS MAYBE USED WITH 6'0 MANHOLES
WITH A 6' -4" TRANSITION SECTION PLACED DIRECTLY
BENEATH THE 5''0 CONE.
11. ALL MANHOLE SECTIONS SHALL BE DESIGNED FOR
H -20 LOADING.
12. MINIMUM HEIGHT FOR CONCENTRIC CONES ON MANHOLES
WITH BOLT DOWN F&C IS 32 ".
PRECAST MANHOLES
6' DIAMETER
20141230 11.17A H \32070- 000\Dawings \PAW CHEEK FM PHASE NS DETAILS\OI Ewg By JGREEHE Lost S Ad By III %REFS= . \0242000.H \3207)-000 \Drawings \PAW CREEK FM PHASE I \1BLDCK \TB 32070 -000 FIN
t
EXTENSION USING
PVC(C -900) PIPE
BRICK
EXTENSION USING
SOIL PIPE
NOTES:
1. BOTTOM SECTION TO BE CENTERED OVER NUT,
NOT TO BEAR ON VALVE BODY.
2. PROVIDE CLEARANCE BETWEEN VALVE BOX /BRICK
AND THE VALVE.
3. WHEN OPERATING NUT DEPTH EXCEEDS 4' -0" BELOW
FINISHED GRADE, PROVIDE EXTENSION STEM WITH STD.
2" SO. OPERATING NUT IN TOP SECTION OF VALVE
BOX. EXTENSION STEM SHALL BE SIZED AS
RECOMMENDED BY THE VALVE MANUFACTURER.
VALVE BOX INSTALLATION
.STONE TO SPRING LINE
UNDISTURBED SOIL
CENTER
OF
PATCH
1.9
SELECT FILL AS APPROVED
BY ENGINEER
(TRAFFIC BEARING STEEL
PLATE CAN BE USED FOR
24 HOURS DURING CURING
OF CONCRETE)
PROFILE VIEW
CLASS B
CONCRETE CAP
0222128
PIPE ALIGNMENT GUIDE
FOR STFEL CASING,
SEE DETAIL CC -15 ON
ORA WAG CP -8
FOR NON - FERROUS
CASING, INSTALL
TYPICAL CASING
SPACERS, MINIMUM 3
PER PIPE JOINT
PIPE
WELDED STL. CASING PIPE
(SEE SPECIFICA (IONS
FOR MATERIAL REQUIREMENTS)
BACK
OF CURB
12°
2 6"
MIN 6"
FINISHED GRADE
CONCRETE CURB
AND GUTTER
ASPHALT
PAVEMENT—
%0
- 3 R
1 1/2•
SLOPE
Qo
%0 �o
/CURB
AND GUTTER
0242000
IS' BRICK BULKHEAD AT
EACH ENO OF CASING
PIPE, SEE CORROSION
PROTECTION DETAILS FOR
ADDITIONAL ENO SEAL
TYPICAL CASING
. .. I I
NO 57 STONE OR FLOWABLE 6" PIPE 6"
FILL FULL TRENCH WIDTH (NO 0. D.
ENCASEMENT REQUIRED FOR
THE PAVEMENT REPAIR SPACE GREATER THAN 12 ")
TYPICAL SHALL BE:
1" SF 9.5A - ONE LIFT OF 1" (Avg Rate 110 Ibs /sy) EXIST
3.5' 1 19 PROPOSED 08 - ONE UFT OF 3.5" (Avg Rate 399 Ibs /sy) �E tY... PIPE
5.5" B 25.08 ONE UFT OF 5.5" (Avg Rafe 527 Ibs /sy) `�� �..`.;;:• ..,4:,
ABOVE IS THE MINIMUM PAVEMENT STRUCTURE' "'" :'j1.u'.'':'`. °:•
TO BE USED UNLESS OTHERIMSE DIRECTED 6" MIN
BY THE ENGINEER .zi 6" MIN }1T'.` 12" MAX
12" MAX
MINIMUM OVERLAY AREA WILL BE THE
WIDTH OF THE EXISRNG LANES)
25' OVERLAY 1 25' OVERLAY
C
PLAN VIEW
NOTE: IF ENGINEER APPROVED, THEN THE BACKFILL (AGGREGATE
BASE COURSE OR SUITABLE SUBGRADED SHALL BE MADE IN 6"
LAYERS AND SHALL BE COMPACTED TO AT LEAST 100% OF
STANDARD DENSITY (AASHTO METHOD T -99). EACH LAYER
MUST BE THOROUGHLY TAMPED BY A MECHANICAL TAMP
BEFORE THE NEXT LAYER IS PLACED. ALL ASPHALT PAVEMENT
REPLACED SHALL BE IN ACCORDANCE WITH THE MOST CURRENT
N.C.D.O.T. STANDARD SPECIFICATIONS. BASE COURSE DENSITY
SHALL BE 100 %.
PAVEMENT REPAIR DETAIL
FOR NCDOT ROADS
CONC. CRADLE - EXTEND
FROM END OF CASING TO
FIRST JOINT OF CARRIER PIPE
(MIN 5 L F OF CONC.
CRADLE, EA. END)
r ` °•a1'" ,.•••:,e[...I ® S SEAL
18179
xx
PROPOSED N EXIST PIPELINE
N
N.
12' 12"
LANE MIN Emmmium bgkim \,\A CAROL
12' ftm f °� o L S �ti /tip
LANE PROPOSED PIPELINE OVER EXIST PIPE PROPOSED PIPELINE UNDER EXIST PIPE SENSITIVE DOCUMENT —DO NOT DUPLICATE eSEAL9`
:H AREA 0Zrl �l �I O 025221
LL U HAZEN AND SAWYER 9�0 ���IN21
Environmental Engineers & Scientists RFW S �P
4944 Barivmy Bkm BIM, Suite 375, ChPift N.dh Carolina 20217
•
CHARLOTTE - MECKLENBURG
h ZTTILITIE S
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
804 -10 -516
Job No. File No. PAW CREEK FORCE MAIN
Scales
PLAN PHASE 1
PROFILE
Hot. D1
Vert. MISCELLANEOUS
As Bunt Date—I STANDARD DETAILS
DAMS
JOG ASV Sheet Of
SURVEYING ASV 9 XX
No. Dote By Revision Surveyed BY Designed By Drawn By Protect -Engr Approved By Date

NO. DESCRIPTION o
LENGTH •L^ 1 30" CAST IRON MANHOLE FRAME AND COVER (MAN ACCESS) N
(MIN.) PER CMU STANDARDS- TYPED /4 W pp
2 VAULT DIMENSION REQUIREMENTS J Z
2 (MIN) PIPE DIA. LENGTH WIDTH 2 24" CAST IRON MANHOLE FRAME AND COVER (EQUIPMENT Q W °
1 = D -(IN.) L -(F ) W -(Fr.) ACCESS) PER CMU STANDARDS - TYPE B/1 U I-y
CENTER OVER AIR / VACUUM VALVE (Q
4 -6 6.5 5.0 O O
3 MANHOLE STEPS AT 16" O.C. - CENTERED WITH FRAME Q Z a �
8 -16 7.0 5.0 4 N/A
19 ry
2 18 -24 7.5 5.0 5 DUCTILE IRON PIPE FORCE MAIN
2
u 18 30 -36 8.0 5.0 6 N/A
42 -48 8.5 5.0 7 N/A ♦�
� 8 JOINT REQUIRED AT FLAT TOP SECTION Z
Z
o-
3 9 PLUG VALVE W/ BEVEL GEAR � -
• JOINT DETAIL �(C`J, 10 BRONZE BALL CORPORATION STOP WITH ALL STAINLESS STEEL Q
19 2 t (TYPE 304) TAPPING SADDLE - FORD FS 303 - ROMAC STYLE 306 OR 2
18 APPROVED EQUAL U
• 12 11 N/A < LLJ
'M 12 COMBINATION AIR AND VACUUM VALVE -SEE SPECIFICATIONS
U
DOE. 2T' 32 13 SCHEDULE 40 RED BRASS PIPING
4 N/A
IT O
Q LL
2. -p.
(MIN) 15 N/A
16 WA
ALTERNATE GRADE ADJUSTMENT DETAIL 17 CONTINUOUS PRECAST OR CAST IN PLACE FOOTING Q ww>
TOP VIEW 18 PRECAST CONCRETE GRADE ADJUSTMENT RING AS NEEDED z
z
19 1/2" CIA. GALV. ANCHOR BOLTS - FRAME TO VAULT (ADHESIVE ANCHOR) O UJ
20 GREEN DETECTABLE PLASTIC LOCATOR TAPE
21 GUIDE Er
27. _ 22 VALVE BOX & COVER < O
V� ---�V -M
22 (MIN) 8 SW W
L /
3 /0 J
NOTES: U Q
a o
12 >
A. VAULT SHALL BE SIZED AS NEEDED FOR PIPE (6.5'x5' MINIMUM) AND
RATED FOR NCDOT HS -20 LOADING - SUBMIT SHOP DRAWINGS / N.C.P.E.
_ SEALED FOR REVIEW.
w B. ALL CONCRETE SHALL BE MINIMUM 4000 PSI COMPRESSIVE STRENGTH. y
i C. DESIGN SHALL CONFORM TO ASTM 6858 - SPECIFICATIONS FOR K
12 20 "UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURE" y Z
13 20 D. STEEL REINFORCING DESIGN SHALL CONFORM TO ASTM C857 = J 0
9 E. REBARS SHALL BE GRADE 60 PER ASTM A615 51 N Q H
13 F. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 -1 F-
9 F
13 8 G. DIAGONAL REINFORCING SHALL BE ADDED AT ALL OPENINGS VW 0 y
10 13 10 ,2^ H. PIPE PENETRATIONS SHALL BE SEALED WITH 8- INCHES OF BRICK W F y
& MORTAR (AND 1/2 INCH THICK CONSTRUCTION EXPANSION f J y
5 MATERIAL) WF - Q IS
ALL VALVES SHALL OPEN COUNTERCLOCKWISE. (OPEN LEFT) F F 0 x
JI. . FRAME TO BE 2 FEET ABOVE GROUND, UNLESS OTHERWISE INDICATED Q Q W
No. s7 < 4'` AND 2 FEET ABOVE GROUND IN SEWER EASEMENT J F W
'NO STONE'
TONE 8' T - J k K. COMBINATION AIR AND VACUUM VALVE TO BE SHORT BODY TYPE, R y y
- SIZED PER MANUFACTURER'S RECOMMENDATIONS
L. VALVE TO BE INSTALLED AT MIDPOINT OF DUCTILE IRON PIPE. U
M. ALL JOINTS SHALL BE MADE WATERTIGHT USING 2 RINGS OF BUTYL
UNDISTURBED RUBBER JOINT MASTIC.
SOIL m w
12° 17 n y 10
rc
PROFILE VIEW SECTION VIEW
3 STRANDS OF
BARBED WIRE-
M
I p
TO
ELEVATION SECTION
PAVEMENT REPAIR DETAIL
BRACE
FOUR (4) INCHES
B-25 DO ASPHALT
I
l II1RLF4TiEII
TRENCH DETAIL
10'- ' TYP
7 GAUGE
TENSION
FINISH TRUSS ROD
GRADE
.vq NOW
11 II
TYP CORNER _i �� TYP LINE
it POST it POST
n LI CONCRETE CONCRET
16" n 12°
THIS DETAIL
TOP RAIL
AS SHOWN ON SITE PLANS
ROADWAY GATE OPENING
SEE NOTE 1, THIS DETAIL
TRUSS ROD
BOTTOM RAIL -
TYP GATE POST
NOTES: CORNER /LINE ROADWAY GATE
1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION. PERMANENT CHAIN LINK FENCE
2. IF ROCK IS ENCOUNTERED WHEN SETTING POSTS, DRILL HOLES 024440OR
4 INCHES LARGER IN DIAMETER THAN POSTS AND BACKFILL TO
GRADE WITH CLASS °B° CONCRETE.
20141230 11.17A H \32070 -000 \Drawings \PAW CREEK FM PHASE I \SOETAILS \02Bwg By"EENE Last Saved By yreene %REFS= .V2M400R, \02221M \0222114,X: \32070- 0W\Dowings \PAW OsEEK FM PHASE I\1BLOCK \16 32070 -WO HUI
a �
a _
II \
u
u
47
Z
18^
0
m i
6" TRENCH WIDTH 6"
VARIES
,Fr.TInNI
PLAN
PIPELINE
(DIAMETER
VARIES)
CLASS B
CONCRETE
CLASS B
CONCRETE
12
ANTI- SEEPAGE COLLAR
0260113
W =MAX 7' -4" FOR 36"0 PIPE
W =MAX 4' -11" FOR 24 "0 PIPE
W MIN =00+2'
W
L , 1/2 L
PLAN - TEE
TYPE B TRENCH
0222102
�X,\
ED BACKFILL
ACKFILL
(NO MATERIAL
1AN 2 ")
STONE - 1/8 PIPE
IW PIPE (MIN. 5 ")
10 PIPE MIDPOINT
CONCRETE THRUST BLOCKING SHALL BE
USED ONLY AS APPROVED BY ENGINEER.
CLASS B
CONCRETE
UNDISTURBED
EARTH
CLASS B
CONCRETE
i
\2!
NOTE:
FOR COMBINATION AR AND
VACUUM VAULT MODIFICATIONS
SEE DETAILS SHEET D5.
CONCRETE THRUST BLOCK SCHEDULE*
PIPE
BEND
DESIGN
SIZE
90' TEE
45'
22 1/2'
11 1/4'
5 5/8'
PRESSURE
(IN
H
L
H
L
H
I L
I H
I L
I H
L
(PSI)
6
1.4
1 2.8
1 1.0
1 2.1
0.7
1.5
0.5
1.0
XXX
XXX
100
8
1.8
3.7
1.4
1 2.7
1.0
1.9
0.7
1.4
XXX
XXX
100
12
2.7
5.4
2.0
1 4.0
1.4
2.8
1.0
2.0
XXX
XXX
100
16
3:6
7.1
2.6
5.2
1.4
3.7
1.3
2.6
XXX
XXX
100
24
S.3
10.5
3.9
7.7
2.8
5.5
2.0
3.9
XXX
XXX
100
30
6.5
13.1
4.8
9.6
3.4
6.9
2.4
4.9
XXX
XXX
100
36
7.8
15.6
5.8
11.5
4.1
8.2
2.9
53
XXX
XXX
100
42
9.1
18.2
6.7
13.4
4.8
9,5
3.4
6.8
XXX
XXX
100
48
10.4
20.7
7.6
15.3
5.4
10.9
19
7.7
XXX
XXX
100
54
11.7
23.3
8.6
17.1
1 6.1
12.2
4.3
8.7
XXX
XXX
100
i
/� UNDISTURBED
EARTH
NOTES:
1, CONCRETE THRUST BLOCKS, ARCHES,
ENCASEMENTS PLOWABLE FILL, ETC. SHALL BE
FORMED USING PLYWOOD OR SANDBAGS TO
PROVIDE REO'D SHAPE.
2. SEE SCHEDULE DETAIL 0222114 PLAN - BEND
THRUST BLOCKS
(SEE NOTE 1)
0222108
No. I Dote
Revision
• BASED ON AVERAGE SOIL PASSIVE BEARING
STRENGTH OF 2000 PST USING SF OF 1.5.
DIMENSIONS FOR BLOCKS IN FEET SEAL 9`
0222114 18179
-5R
N. SZF
miu bghm TN CAROL
, ° ' °t ?Q) OEESSI[jti /'L_
SENSITIVE DOCUMENT -DO NOT DUPLICATE eSEAL9`
025221
HAZEN AND SAWYER IN
Environmental Engineers & Scientists RFW S \I P
4944 P.N,.y Plo. BIM, Suite 375, ChortoBe, North Carolina 28217
h
CHARLOTTE -MECKLENBURG
TJTILITIE S
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
804 -10 -516
Job No. File No. PAW CREEK FORCE MAIN
Scales
PLAN PHASE 1
PROFILE
Par.
Vert. MISCELLANEOUS
,. STANDARD DETAILS
ASV I JOG
Sheet Of
Date
10 XX

z
"111 Host
RAN(
RES
ELEVATION
SILT FENCE
RE
TER
DE
A M
STF
LINE
SECTION
SILT FENCE
NOTE:
1. EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY ENGINEER) WITH
6' -0" POST SPACING DOES NOT REQUIRE MESH SUPPORT FENCE.
2. FILTER FABRIC SHALL BE WIRED DIRECTLY TO POST.
SILT FENCE
0227000
PIN AN
12 3' GS T0NE
TEMPORARY GRAVEL CONSTRUCTION 2 E0
ENTRANCE / EXIT WASH
025770IR
U
I/ PROP EAR 15 P1ER
SIGH
*OR AS SHOWN ON PLAN
Stake at 3' -5'
intervals
N
N
at 25'
NOTE:
I. Check slots to be constructed per manufacturers specifications.
2. Staking or stapling layout per manufacturers specifications.
Slope surface shall be smooth before
placement for proper soil contact.
Stapling pattern as
per manufacturers
recommendations.
If there is a berm at the top of
slope, anchor upslope of the berm.
Anchor in 6 "x6" min, Trench
and staple at 12" intervals.
f___ Min. 6" overlap.
Staple overlaps
max. 5" spacing.
` -- Bring material down to a level area,
bo not stretch blankets /matting tight -allow turn the end under 4" and staple at 12"
the rolls to conform to any irregularities. intervals.
For slopes less than 3H,7.V, rolls Lime, fertilize, and seed before installation. Planting
may be placed in horizontal strips, of shrubs, trees, etc. should occur after installation.
TEMPORARY EROSION CONTROL MATTING
ESCPDM - STANDARD DETAIL
6.17
EXISTING TREE FENCING FABRIC ORANGE MIRASAFE
42"
METAL "T " POST I
OR WOODEN 2X4 1
EXISTING LCC:::Dj cc:::D:� cc::D:�
GRADE
10' MAX SPACING
TO MIRAFI MIRASAFE OR AN
POST -TO -POST APPROVED EQUAL. STAPLE TO
VERTICAL 2X4 OR TIE TO METAL
"Y" POSTS.
1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH 1 "MIRASAFE" HIGH STRENGTH POLYMER GEOGRID FABRIC BY
SIDES OF IMMEDIATE WORK ZONE IN WOODED AREAS AS MIRAFI CONSTRUCTION PRODUCTS, PENDERGRASS, GEORGIA.
SHOWN ON THE PLANS, DO. NOT ATTACH FENCE MATERIAL
TO TREES. 4, ONE SIGN PER 300' OF TREE PROTECTION FENCING SHALL
2. TREE PROTECTION FENCING FABRIC TO BE PLACED AT THE READ: "TREE PROTECTION AREA /DO NOT ENTER
DRIP LINE OF THE TREES THAT ARE TO BE PROTECTED. AREA /PARA PROTECCION DE LOS ARBOLES /PROHIBIDO
ENTRAR"
TREE PROTECTION BARRIER FENCE
0227033
SEDIMENT
9° DIAMETER
STORM SEWER
CURB INLET
SEDIMENT LOG INLET PROTECTION
DETAIL t
NTs D3
N. I Date 1 3, 1 RevlSion
NOTES:
1. SEDIMENT LOG SHALL CONSIST OF RECYCLED SYNTHETIC FIBERS.
2. SEDIMENT LOG SHALL EXTEND A MINIMUM OF 12' BEYOND INLET OPENING.
3. INSPECT SEDIMENT LOG ON A WEEKLY BASIS AND AFTER EACH RAINFALL
EVENT PRODUCING { OR MORE OR RAIN. ANY DEBRIS OR SEDIMENT MSIBIE
SHALL BE REMOVED IMMEDIATELY.
ots
ffMWM1&ft1G0@M
ftM La a' ft
SENSITIVE DOCUMENT —DO NOT DUPLICA
804 -10 -516
PLAN
PROFILE
Her
SU
AAZEN AND SAWYER
Environmental Engineers & Scientists
4944 Parkway Pima Blvd, Suite 375, Charlotte, NI Carolina 207
SEAL
18179
N. S
o�LN CAROL
ODE
Q S E AL
025221
-� IN
�FW
S. vP�
•
CHARLOTTE -MECKLENBURG
ZTTIL,ITIE S
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
PAW CREEK FORCE MAIN
PHASE 1
D3
EROSION & SEDIMENT CONTROL
STANDARD DETAILS
ASV I JOG
ISheet Of
Date 11 XX

MATTING
SEE TABLE A
LIVE STAKES
BANK COMPACTED TO
90 -95% STD. PROCTOR
TOP OF RIP RAP
NORMAL W.L.
ITiI�Nh�AIISt!
NATURAL STREAM BED
SEWN —IN CONNECTION SLEEVE FOR
PUMP DISCHARGE HOSE
TEMPORARY SILT FENCE
(WITH BACKING)
COVER #57 STONE PAD
WITH GEOTEXTILE (TYPE III.
EROSION CONTROL)
2' -0" MINIMUM
r6'
MIN
6 "MIN WIRE STAPLE
(11 GAUGE)
ANCHOR TRENCH
1' MAX DEPTH
TABLE A
RIPRAP
MATTING
CLASS 2
21b /sf (Min. Shear Stress)
24 -36 MONTH LONGEVITY
100% COCONUT
15
FEET
RESTORATION OF BANK TO ORIGINAL CONTOURS WITH NATIVE WOODY MATERIAL. LIVE
rFI STAKES, SUCH AS, SILKY DOGWOOD, SILKY WILLOW, BLACK WILLOW, ELDER BERRY OR
CORAL BERRY SHALL BE INSTALLED BY A QUALIFIED PROFESSIONAL IN LIVE STAKING,
HARVESTED LIVE STAKES ARE TO BE 18 TO 24— INCHES IN LENGTH AND 3/8 TO 1 —INCH
IN DIAMETER. THEY ARE TO BE PLANTED 2 —FEET ON CENTER AT A DEPTH OF 12— INCHES.
NCDOT CLASS PILOT HOLES MAY BE NECESSARY IN CERTAIN SOIL CONDITIONS TO PREVENT DAMAGE TO
RIP RAP THE LIVE STAKES. DISTURBED AREAS FROM TOP OF RIPRAP LAYER TO THE EXTENT SHOWN
(SEE TABLE A) ON THE CONTRACT DRAWINGS SHALL BE COVERED WITH COCO MATTING, UNLESS
OTHERWISE SPECIFIED. A 12 —INCH CROSS —CUT SHALL BE CUT IN THE MATTING FOR
PMIN PLACEMENT OF EACH LIVE STAKE. SECURE MATTING AND CROSS —CUTS WITH STAPLES OF
GAUGE AND SPACING AS RECOMMENDED BY MATTING SUPPLIER. CONTRACTOR SHALL
PROVIDE THE SERVICES OF A QUALIFIED PROFESSIONAL IN LIVE STAKING TO INSTALL LIVE
STAKING AND MATTING. PROVIDE TEMPORARY SEEDING AND STABILIZATION NOTED ON
DRAWING X1 PRIOR TO PERMANENT LIVE STAKING.
SPECIAL EMBANKMENT FOR
DITCH BANK STABILIZATION
0227023R
2 0"
�INMUM
NOTES:
1.
2.
3,
4.
5.
OPTIONAL LIFTING STRAPS
t VARIES WITH
GROUND LINE SLOPE
TEMPORARY SEDIMENT
FILTER BAG (14'-6" X
�A 2' -0" X 13' 3 ")
MINERAL AGGREGATE >< u u x
(SIZE 57) b0
O O �000�00 00 0
POLYETHYLENE SHEETING VARIES WITH
(6 MIL MINIMUM) GRQUNDLINE
x VARIABLE SLOPE x
(10' 0' MINIMUM)
x x
TOP VIEW
6" MINIM
2` -0" MINIMUI
GENERAL GUIDELINES FOR SPACING OF
TUBE TRENCHES FOR SLOPE INSTALLATIONS
SLOPE GRADIENT
TUBE
INTERVAL
IN 1V
15
FEET
2H:iV
25
FEET
3H:1V
35
FEET
4H:iV
50
FEET
NOTES:
FOR MAXIMUM PERFORMANCE, FFTs MUST BE INSTALLED TO MAINTAIN INTIMATE CONTACT WITH SOIL SURFACE,
SLOPE PROTECTION APPLICATIONS:
1. OVERLAP OR 'HOOK' ADJACENT ROLL ENDS BY A MINIMUM OF ONE FOOT AND REDUCE STAKING INTERVAL TO ONE FOOT WITHIN
OVERLAP SECTION.
18 TO 20 -INCH TUBE
BACKFILL AND COMPACT
LOOSE MATERIAL
UPSTREAM OF TUBE-
6 OR 8 INCH U- SHAPED
WIRE STAPLES PLACED
AT ONE FOOT INTERVALS
DRIVEN THROUGH OUTER
1 INCH OF TUBE
EXCAVATE A
PLACEMENT TRENCH TO
1/3 DEPTH OF THE FFT
USE 36 -INCH (MIN) STAKE WITH
12 -INCH MINIMUM EMBEDMENT
SPACED AT TWO FOOT INTERVALS
DRIVEN THROUGH OUTER 1 INCH OF
TUBE, LEAVING ABOUT 3 INCHES
OF THE STAKE PROTRUDING ABOUT
THE TUBE
CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE TEMPORARY
SEDIMENT FILTER BAG WHEN PUMPING.
THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS DRAWING MAY
VARY PER VENDOR SPECIFICATIONS.
TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN SLEEVE OF
SUFFICIENT SIZE TO ACCEPT A MINIMUM FOUR -INCH DIAMETER PUMP DISCHARGE HOSE.
THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM OF SIX INCHES
AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE MEANS TO PREVENT
LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL NOT BE ACCEPTABLE.
THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF DURING
DISPOSAL OF THE TEMPORARY SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE OF
COLLECTED SEDIMENTS.
TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6 INCHES OF SEDIMENT HAS
ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
SEDIMENT FILTER BAG
TEMP. SILT FENCE
(WITH BACKING)
TEMPORARY SEDIMENT FILTER BAG
0227038
-0" MINIMUM
GEOTEXTILE
LAYER
USE # 57 STONE
TO LEVEL BAG
FROM NATURAL
GROUND LINE
SIDE VIEW
POLYETHYLENE
SHEETING
TEMP. SILT FENCE
(WITH BACKING)
EXISTING GROUND LINE
WOOD STAKE TO PENETRATE THE
OUTER 1 -INCH OF TUBE
10 FT TYPICAL
�T n —
24"
PROFILE VIEW - STAKING DETAIL FRONT VIEW
FIBER FILTRATION TUBE (FFT)
SLOPE PROTECTION
0227039
A R' MAY
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STABILIZED OUTLET FOR SILT FENCE
0227024
No I Date
E
Er SEE TABLE 1 SECTION
FOR SIZING
15'
Revision
OUTLET PROTECTION FOR EXISTING CULVERTS
0243301
OUTLET
TABLE
1
2.
WHEN USED IN CONJUNCTION WITH WATERBARS, OVERLAP OR 'HOOK' FFT ROLL END A MINIMUM OF ONE FOOT ALONG DOWNSLOPE
LENGTH
(FT)
WIDTH (FT)
27 +70
ICLASS B (6 " -12 ")
SIDE OF WATERBAR AND EMBED A MINIMUM OF 6 INCHES. REDUCE STAKING INTERVAL TO ONE FOOT. THE FFT ROLL MUST HAVE
1 10'
GOOD CONTACT WITH THE WATERBAR IN ORDER TO PREVENT SHORT— CIRCUITING.
3,
SMOOTH SOIL SURFACE AND REMOVE ALL OBSTRUCTIONS GREATER THAN 1 " -2" IN DIAMETER.
GENERAL GUIDELINES FOR
SPACING OF TUBE
TRENCHES FOR CHANNEL
INSTALLATIONS
CHANNEL
PROTECTION APPLICATIONS:
1.
FOR CHANNEL APPLICATIONS, BOTH UPSTREAM AND DOWNSTREAM ANCHORING SHOULD BE AT 1 FOOT INTERVALS.
SLOPE GRADIENT
TUBE
INTERVAL
2.
FOR CHANNEL APPLICATIONS, FFTs SHALL BE STAND -ALONE PRODUCTS WITHOUT PERFORMANCE- ENHANCING POLYMERS.
2%
25
FEET
3,
FOR SLOPE APPLICATIONS, FFTs MAY CONTAIN PERFORMANCE -EN H ANCING. POLYMERS EXCEPT FOR THE MOST DOWNSTREAM FFT,
WHICH WILL BE A STAND -ALONE PRODUCT.
18 TO 20 -INCH TUBE
BACKFILL AND COMPACT
LOOSE MATERIAL
UPSTREAM OF TUBE-
6 OR 8 INCH U- SHAPED
WIRE STAPLES PLACED
AT ONE FOOT INTERVALS
DRIVEN THROUGH OUTER
1 INCH OF TUBE
EXCAVATE A
PLACEMENT TRENCH TO
1/3 DEPTH OF THE FFT
USE 36 -INCH (MIN) STAKE WITH
12 -INCH MINIMUM EMBEDMENT
SPACED AT TWO FOOT INTERVALS
DRIVEN THROUGH OUTER 1 INCH OF
TUBE, LEAVING ABOUT 3 INCHES
OF THE STAKE PROTRUDING ABOUT
THE TUBE
CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE TEMPORARY
SEDIMENT FILTER BAG WHEN PUMPING.
THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS DRAWING MAY
VARY PER VENDOR SPECIFICATIONS.
TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN SLEEVE OF
SUFFICIENT SIZE TO ACCEPT A MINIMUM FOUR -INCH DIAMETER PUMP DISCHARGE HOSE.
THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM OF SIX INCHES
AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE MEANS TO PREVENT
LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL NOT BE ACCEPTABLE.
THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF DURING
DISPOSAL OF THE TEMPORARY SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE OF
COLLECTED SEDIMENTS.
TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6 INCHES OF SEDIMENT HAS
ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
SEDIMENT FILTER BAG
TEMP. SILT FENCE
(WITH BACKING)
TEMPORARY SEDIMENT FILTER BAG
0227038
-0" MINIMUM
GEOTEXTILE
LAYER
USE # 57 STONE
TO LEVEL BAG
FROM NATURAL
GROUND LINE
SIDE VIEW
POLYETHYLENE
SHEETING
TEMP. SILT FENCE
(WITH BACKING)
EXISTING GROUND LINE
WOOD STAKE TO PENETRATE THE
OUTER 1 -INCH OF TUBE
10 FT TYPICAL
�T n —
24"
PROFILE VIEW - STAKING DETAIL FRONT VIEW
FIBER FILTRATION TUBE (FFT)
SLOPE PROTECTION
0227039
A R' MAY
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STABILIZED OUTLET FOR SILT FENCE
0227024
No I Date
E
Er SEE TABLE 1 SECTION
FOR SIZING
15'
Revision
OUTLET PROTECTION FOR EXISTING CULVERTS
0243301
OUTLET
TABLE
1
STATION
MATERIAL
LENGTH
(FT)
WIDTH (FT)
27 +70
ICLASS B (6 " -12 ")
15
1 10'
ftm
SENSITIVE DOCUMENT —DO NOT DUPLICA
AAZEN AND SAWYER
Environmental Engineers & Scientists
4944 Parkway Plan Blvd, Suite 375, Chdrotle, North Carolina 207
a
SEAL
18179
N. 5
offY, CAROL
�oESSj(%N� �9
SEAL`
025221
9� 4 I �
�FW
S.
CHARLOTTE —MECKLENBURG
TIT TIL,ITIIF, S
ENGINEERING IDIVISION
CHARLOTTE, NORTH CAROLINA
Job No. File No. PAW CREEK FORCE MAIN
Scales
PLAN PHASE 1
PROFILE
For. D5
Vert. MISCELLANEOUS STANDARD
DETAILS
ASV I JOG
Sheet Of
Date 13 XX