20221257 Ver 1_PCN Attachments 4_Design Drawings_20220908

CITY OF WINSTON-SALEM, NORTH CAROLINA
CITY/COUNTY UTILITIES COMMISSION
Winston-Salem • Forsyth County
Water •Sewer •Solid Waste Disposal
FIDDLERS CREEK GRAVITY OUTFACE
MUDDY CREEK WWTP
HAZEN NO.: 32550-000
JUNE 2022
FORSYTH COUNTY
HICKORY OFF
LOCATION MAP
NOT TO SCALE
DAVIDSON COUNTY
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
O
0
00� OJT ,
14407
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
CALL 811
OR
1-800-632-4949

PLOT DATE: 6/8/2022 1:01 AM
ABBREVIATIONS
LEGEND
INDEX OF DRAWINGS
AB ANCHOR BOLT FE FIRE EXTINGUISHER OC ON CENTER T TREAD
AC ALTERNATING CURRENT/ FF FINISH FLOOR OD OUTSIDE DIAMETER T&B TOP AND BOTTOM
ASBESTOS CEMENT FH FIRE HYDRANT OF OUTSIDE FACE T&G TONGUE AND GROOVE
ACT ACOUSTIC TILE FIN FINISH OFF OFFICE TAN TANGENT
AD AREA DRAIN FIX FIXTURE OPER OPERATOR TBM TEMPORARY BENCH MARK
ADDL ADDITIONAL FL FLASHING/FLOOR OPNG OPENING TC TOP OF CURB
ADJ ADJUSTABLE FLEX FLEXIBLE OPP OPPOSITE TCE TEMPORARY CONSTRUCTION
AFF ABOVE FINISHED FLOOR FLG FLANGE ORIG ORIGINAL EASEMENT
AGGR AGGREGATE FLUOR FLUORESCENT OT OPEN TRUSS TDH TOTAL DYNAMIC HEAD
AL ALUMINUM FLXC FLEXIBLE CONNECTION OVHD OVERHEAD TECH TECHNICAL
ALLOW ALLOWANCE/ALLOWABLE FM FORCE MAIN TEL TELEPHONE
ALT ALTERNATE FPRF FIREPROOF TEMP TEMPERATURE
APPROX APPROXIMATE FRP FIBERGLASS REINFORCED PAR PARALLEL TER TERRAZZO
ARCH ARCHITECTURAL POLYESTER LAMINATE PC POINT OF CURVE/PIECE THERMO THERMOSTAT
ASB ASBESTOS FT FEET PCC POINT OF COMPOUND CURVE THK THICK
ASPH ASPHALT THRU THROUGH
FTG FOOTING/FITTING PCF POUNDS PER CUBIC FOOT
AT ASPHALT TILE FURR FURRING/FURRED PE LINING POLYETHYLENE LINING TOD TOP OF DECK
PERF PERFORATED TOF TOP OF FOOTING
PERP PERPENDICULAR TOM TOP OF MASONRY/MANHOLE
B BORING G GAS/GAS LINE PI POINT OF INTERSECTION TOS TOP OF SLAB
BD BOARD GA GAUGE EPROPERTY LINE/PLATE TOW TOP OF WALL
BFE BOTTOM OF FITTING ELEV GAL GALLON PNL PANEL TOL TOLERANCE
BFV BUTTERFLY VALVE GALV GALVANIZED PP POWER POLE TPS TWISTED PAIR SHIELDED
BITUM BITUMINOUS GC GENERAL CONTRACTOR PREFAB PREFABRICATED TRANS TRANSFORMER
.1 BASELINE GEN GENERATOR PRV PRESSURE RELIEF VALVE TPF TREE PROTECTION FENCE
BL •BUILDING LINE GI GALVANIZED IRON PS PUMPING STATION TYP TYPICAL
BLDG BUILDING GL GLASS PSF POUNDS PER SQUARE FOOT
BLK BLOCK GPM GALLONS PER MINUTE PSI POUNDS PER SQUARE INCH UG UNDERGROUND
BM BENCH MARK GR GRADE PT POINT OF TANGENT/POINT UH UNIT HEATER
BOC BACK OF CURB GV GATE VALVE PTN PARTITION UNFIN UNFINISHED
BOT BOTTOM GW GUY WIRE PV PLUG VALVE UR URINAL
BRG BEARING GWB GYPSUM WALL BOARD PVC POLYVINYL CHLORIDE UTIL UTILITY
BRK BRICK GWF GLAZED WALL FINISH PVMT PAVEMENT
BRZ BRONZE GYP GYPSUM PW POTABLE WATER
BSMT BASEMENT VAC VACUUM
BT BOLT VAT VINYL ASBESTOS TILE
BUR BUILT-UP ROOFING H HEIGHT QTY QUANTITY VCP VITRIFIED CLAY PIPE
BV BALL VALVE VEL VELOCITY
HDW HARDWARE VENT VENTILATING/VENTILATION
HEX HEXAGONAL VERT VERTICAL
HM HOLLOW METAL R RADIUS/RISER
C CLOSET/CARPET/CHANNEL HORZ HORIZONTAL RCP REINFORCED CONCRETE PIPE VOL VOLUME
CAB CABINET HP HORSEPOWER RD ROAD/ROOF DRAIN VP VENT PIPE
CB CATCH BASIN HPT HIGH POINT RECIR RECIRCULATION VWC VINYL WALL COVERING
C/C CENTER TO CENTER HTR HEATER RECP RECEPTACLE
CE CONSTRUCTION EASEMENT HVAC HEATING,VENTILATION AND RECT RECTANGULAR
CEM CEMENT AIR CONDITIONING RED REDUCER W WEST/WIDTH
CER CERAMIC HW HOT WATER REF REFERENCE
CF CUBIC FEET HWL HIGH WATER LEVEL REG REGISTER WC WATER CLOSET
CFM CUBIC FEET PER MINUTE WF WIDE FLANGE
W HY HIGHWAY REINF REINFORCING
CI CAST IRON/CUBIC INCHES HYD HYDRAULIC REM REMOVE WH WALL HYDRANT
CIP CAST IRON PIPE REQD REQUIRED WI WROUGHT IRON•
CL CENTER LINE REST RESTRAINED WL WATER LEVEL
CL2 CHLORINE REV REVISE W/L WATER LINE
CLG CEILING I IRON WO WINDOW OPENING
ID INSIDE DIAMETER RF ROOF
CLKG CAULKING RFG ROOFING W/O WITHOUT
IF INSIDE FACE
CLR CLEAR RJ RESTRAINED JOINT WP WATERPROOF
IN INCH
CMP CORRUGATED METAL PIPE RM ROOM WPFG WATER PROOFING
CMAP CORRUGATED METAL ARCH PIPE INCL INCLUDED RND ROUND WPT WALL PENETRATING TYPE
INF INFLUENT
CMU CONCRETE MASONRY UNIT RO ROUGH OPENING WSE WATER SURFACE ELEVATION
INS INSULATION RPM REVOLUTIONS PER MINUTE
CO CLEANOUT WSP WEATHERSTRIP
INT INTERIOR WWEIGHT
COL COLUMN RR RAILROAD
INV INVERT WVV WATER VALVE
CONC CONCRETE RT RIGHT
CONST CONSTRUCTION RTU REMOTE TERMINAL UNIT WWF WELDED WIRE FABRIC
CONT CONTINUOUS J JOIST RW RAW WATER
CONTR CONTRACTOR R/W RIGHT OF WAY
JB JUNCTION BOX
CORP CORPORATION YD YARD
CORR CORRIDOR JCT JUNCTION YR YEAR
CP CONCRETE PLANK JT JOINT
CRS COURSE S SOUTH/SLOPE
CT CERAMIC TILE SAN SANITARY
CTJ CONTROL JOINT L LENGTH/ANGLE SBL SURVEY BASELINE
CU COPPER LA LINE AHEAD SCH SCHEDULE
CV CHECK VALVE LAB LABORATORY SD STORM/SITE DRAIN
CW COLD WATER LAM LAMINATED SECT SECTION
SERV SERVICE
CY CUBIC YARD LAT LATERAL SEW SEWER
LAV LAVATORY
LB POUND/LINE BACK SF SQUARE FEET
DC DIRECT CURRENT LF LINEAR FEET SHT SHEET
DET DETAIL LG LONG SI SQUARE INCH
LL LIVE LOAD SIM SIMILAR
DF DRINKING FOUNTAIN LLH LONG LEG HORIZONTAL SJ STEEL JOIST
DIA (❑) DIAMETER LLV LONG LEG VERTICAL SPEC SPECIFICATION
DIAL DIAGONAL LOC LIMITS OF CONSTRUCTION SQ SQUARE
DIM DIMENSION LOD LIMITS OF DISTURBANCE SS SANITARY SEWER
DIP DUCTILE IRON PIPE LP LIGHT POLE SST STAINLESS STEEL
DISCH DISCHARGE LPT LOW POINT ST STREET
DIST DISTRIBUTION LT LIGHT STA STATION
DJ DOUBLE JOIST LTG LIGHTING STD STANDARD
DL DEAD LOAD LVR LOUVER STG STORAGE
DN DOWN
LWL LOW WATER LEVEL STIR STIRRUP
DOZ DOZEN STL STEEL
DR DOOR STR STRUCTURAL
DWG DRAWING MAINT MAINTENANCE SUB SUBSTITUTE
DWL DOWEL MATE MATERIAL SUP SUPPLY
MAX MAXIMUM SUPT SUPERINTENDENT
MECH MECHANICAL SUR SURFACE
E EAST/EASEMENT MEMB MEMBRANE SUSP SUSPENDED
EA EACH MET METAL SW SWITCH
ECC ECCENTRIC MFR MANUFACTURER SWBD SWITCHBOARD
EF EACH FACE MG MILLION GALLONS PER DAY SWD SIDE WATER DEPTH
EFF EFFLUENT MGD SYM SYMMETRICAL
EIP EXIST IRON PIPE MH MANHOLE
EL OR ELEV ELEVATION MIN MINIMUM
ELEC ELECTRIC/ELECTRICAL MISC MISCELLANEOUS
ELL ELBOW MJ MECHANICAL JOINT
ENGR ENGINEER MLDG MOLDING
ENT ENTRANCE MO MASONRY OPENING
EOG EDGE OF GRAVEL MOD MODIFY/MODIFIED
EOP EDGE OF PAVEMENT MON MONUMENT
EQ EQUAL
EQPT EQUIPMENT MTOD MOUNTED
EW EACH WAY MTG MOUNTING
EX EXISTING MULT MULTIPLE
EXC EXCAVATE
EXH EXHAUST
EXP EXPANSION
EXT EXTERIOR NA NOT APPLICABLE
NF NEAR FACE
FAB FABRICATE NIC NOT IN CONTRACT
NO NUMBER
F&C FRAME AND COVER
NOM NOMINAL
F&G FRAME AND GRATE NPW NON POTABLE WATER
FC FLUSHING CONNECTION NTS NOT TO SCALE
FD FLOOR DRAIN
FDN FOUNDATION
SYMBOLS
BRIDGE SOIL BORING
INDEX
SHEET
NUMBER
OF DRAWINGS
SHEET TITLE
CURB & GUTTER -- TBM
• • •
- • — DITCH, CREEK OR BRANCH
YARD HYDRANT
—0
7 FH FIRE HYDRANT
AUGER REFUSAL
--
COVER
G G GAS MAIN
0 IRON PIN (LOCATED)
• IRON PIN (COMPILED)
G1
ABBREVIATIONS LEGEND AND INDEX OF DRAWINGS
G2
PROJECT VICINITY MAP
G3
OVERALL DRAWING LAYOUT
G4
GENERAL NOTES
SS SANITARY SEWER
Q SANITARY SEWER MANHOLE
G5
NCGO1 GROUND STABILIZATON AND MATERIALS
HANDLING
G6
NCGO1 INSPECTION, RECORD KEEPING AND
REPORTING
w_ WATER MAIN
x FENCE
G7
MANHOLE ABANDONMENT PLAN-1
— GROUND (PROFILE)
1- -1- r
G8
MANHOLE ABANDONMENT PLAN-2
C1
STA 0+00 TO STA 10+00
GUARD RAIL
i �,
C2
STA 10+00 TO STA 20+00
MARSH
C3
STA 20+00 TO STA 30+00
OHE OVERHEAD ELECTRIC
PPQ_
C4
STA 30+00 TO STA 40+00
POWER POLE W/GUY WIRE
C5
STA 40+00 TO STA 50+00
PROPERTY LINE
C6
STA 50+00 TO STA 60+00
C7
STA 60+00 TO STA 70+00
PROPOSED SANITARY SEWER
• PROPOSED SANITARY SEWER MANHOLE
PROPOSED WATER VALVE
C8
STA 70+00 TO STA 80+00
C9
STA 80+00 TO STA 90+00
C10
STA 90+00 TO STA 100+00
1 1 1 1 1 1 1 1 1 RAILROAD
R/VV
C11
STA 100+00 TO STA 110+00
C12
STA 110+00 TO STA 120+00
— — ROAD/STREET RIGHT-OF-WAY
C13
STA 120+00 TO STA 130+00
STORM DRAIN WITH CATCH BASIN OR DROP INLET
C20
CONNECTIONS A AND B
"• •••- STREAM BANK
L. STREET SIGN
0 TREE
•TREE LINE
C21
CONNECTIONS C AND D
C22
CONNECTIONS E, H AND A-1
C23
CONNECTION F
C24
CONNECTION G
C25
CONNECTION I
OHE UNDERGROUND CABLE
C26
SOUTH FORK IMPROVEMENTS - RECORD DRAWINGS
UGE UNDERGROUND ELECTRIC
C27
SOUTH FORK IMPROVEMENTS - RECORD DRAWINGS
UT UT UNDERGROUND TELEPHONE
D1
WSFCUC STANDARD DETAILS-1
D2
WSFCUC STANDARD DETAILS-2
D3
WSFCUC & STANDARD DETAILS-3
D4
STANDARD DETAILS-4
MATERIALS
LINETYPES
D5
STANDARD DETAILS-5
D6
STANDARD DETAILS-6
D7
STANDARD DETAILS-7
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GRADE OR EARTH
PROPOSED ITEMS
D8
STANDARD DETAILS-8
EXISTING ITEMS
;v pm
,
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GRAVEL
HIDDEN ITEMS
CONCRETE
DEMOLITION ITEMS
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4 11:
CENTER LINE
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1�T�11-I�TI:
ROCK
MATCH LINE
=
WATER SURFACE
SF SILT FENCE
GRATING
SF/TPF SILT FENCE WITH TREE PROTECTION FENCE
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�,xxx :;
CHECKERED PLATE
TREE PROTECTION FENCE
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TPF
TEMPORARY CONSTRUCTION EASEMENT
SECTION AND DETAIL KEYING
DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD:
(A) A SECTION CUT ON DRAWING A3 IS IDENTIFIED AS FOLLOWS:
SECTION LETTER
A
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
DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, EXCEPT DETAILS
ARE IDENTIFIED BY A SQUARE WITH A NUMBER IN THE UPPER HALF.
STANDARD DETAILS ARE REFERENCED BY A UNIQUE SEVEN DIGIT NUMBER
AND ARE SHOWN ON THE CONTRACT DRAWINGS BY ONE OF TWO METHODS:
1509203
H
REFERENCED ITEM
OR:
SEE 1509203 H
REFERENCED ITEM
STANDARD DETAILS ARE COMPILED IN APPROXIMATE NUMERICAL ORDER
IN THE BACK OF THE CONTRACT DRAWINGS ON THE D* DRAWINGS.
PROJECT
ENGINEER: B. BENNETT
azen+V�ns
Lton-S E r s m Fors h County
Water a Sewer = Solid Waste Disposal
GENERAL
ABBREVIATIONS LEGEND AND INDEX OF DRAWINGS
DATE: JUNE 2022
DESIGNED BY: J. GREENE
HAZEN NO.: 32550-000
DRAWN BY: M. KARMANOCKY
CONTRACT NO.:
FIDDLERS CREEK
GRAVITY OUTFACE
HAZEN AND SAYER
W
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
CHECKED BY: A. BABSON
DRAWING
NUMBER:
G 1
IF THIS BAR DOES NOT 0 v2" 1"
MEASURE 1" THEN DRAWING
REV
ISSUED FOR
DATE
BY
— —
IS NOT TO FULL SCALE

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FUTURE CONNECTION A-1,
SEE DWG C22
PLAN
1" = 400'
0
CONNECTION D,
SEE DWG C21
G
N
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M. KARMANOCKY
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
nston-Salem • Forsyth County
er Sewer • Solid Waste Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
GENERAL
PROJECT VICINITY MAP
DATE:
J U N E 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
G2

REV
✓j�
ISSUED FOR
DATE
C11
CONNECTION G,
SEE DWG C24
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
TEMPORARY
CONSTRUCTION
ENTRANCE
C12
PLAN
1" = 300'
CON
SEE
ION F,
23
ECTIONS E & E-1,
SEE DWG C22
130+00
0
1/2"
PLAN
1" = 300'
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
ONNECTION I,
SEE DWG C25
CONNECTION H,
SEE DWG C22
PROPERTY OWNERS
PARCEL # OWNER
n
/ ` \
BRYAN WILLIAM GUFFEY
3GUFFEY PROPERTY MANAGEMENT, LLC
/ \
/ " \
/ " \
/ ' \
/ " \
/ " \
A
BKG PROPERTIES, LLC
DANNY NORMAN
A
A
A
A
MILTON L. MISENHEIMER
MARY K. MISENHEIMER
BARBARA JEANETTE BUTNER
CHARLES M. REID, JR
PATRICIA R. BURNETT
MICHAEL GEORGE WEDGE
EDWARD O. WELDY
RUTH S. WELDY
JOSEPH DAVID WESLEY
JOSEPH DAVID WESLEY
JAMES C. BRAND
LINDA N. BRAND
AWAKENED, INC
RICHARD H. JONES, TRUSTEE
REID NOLAN REAL ESTATE, INC
MYRTLE SINK HEIRS
WILLIAM H. HOLCOMB
KATHERINE M. GUEST
J. CHRIS HALES
inst©n-Salem • Fors
era Sewer • Solid
PIN/PARCEL #
6843-03-3446
6843-03-6597
6843-03-3446
6843-03-8953
6843-04-9040
6843-14-0029
6843-14-0196
6843-14-1273
6843-14-2373
6843-14-3379
6843-14-7944
6843-16-8290
6843-25-8982
6843-37-6401
6843-57-0210
6843-57-8726
6843-68-0160
6843-68-2023
h County
e Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
TEMPORARY CON TRUCTION
ENTRANCE AND PE ANENT
ACCESS DRIVE
PROPERTY OWNERS
PARCEL # OWNER
TOMMY L. KENNEDY
MELINDA B. KENNEDY
EFRAIN GUZMAN RAMIREZ
ERENDIRA CORTES
EFRAIN GUZMAN RAMIREZ
JUDY E. BELL
FIDDLERS CREEK APARTMENTS
OF NC, LLC
AFERRELL REALTY COMPANY , LLC
A
A
WILLIAM C. AUTRY
REGINA H. AUTRY
INA O. COOK
LEWIS F. MITCHELL, JR.
DAWN P. MITCHELL
CHRISTOPHER VECCHIONE
PIN/PARCEL #
6843-68-2240
6843-68-3410
6843-68-4694
6843-68-6937
6843-78-0221
6843-78-5137
6843-69-9576
6844-70-2398
6844-80-2132
6844-90-3370
SOUTH WIND VILLAS HOMEOWNERS 6843 35 7842
6843-36-6261
SOUTH WIND VILLAS HOMEOWNERS
ASSOCIATION
WHITFORD PLACE HARMONY HOUSING, 6843 45 3813
LLC
ACHARLES C PHILLIPS, JR
A
A
MARTHA ALDRIDGE TRUST, PINNACLE
BANK TRUSTEE
STEPHEN C GRANZYK
AMANDA W ROUNDABUSH
6843-79-7057
6843-89-2885
6843-89-5839
6844-80-7043
PROPERTY OWNERS
PARCEL # OWNER
36 CHARLES C PHILLIPS, JR
GENERAL
OVERALL DRAWING LAYOUT
PIN/PARCEL #
6843-89-1643
DATE:
HAZEN NO.:
CONTRACT NO.:
DRAWING
NUMBER:
J U N E 2022
32550-000
G3

GENERAL NOTES:
1. A MINIMUM OF ONE WEEK PRIOR TO THE BEGINNING OF ANY CITY WATER
AND/OR SANITARY SEWER WORK, CONTACT WINSTON-SALEM / FORSYTH
COUNTY UTILITIES PROJECT MANAGER, DEREK STROUD, AT 336-747-7350.
2. WHERE EXISTING SANITARY SEWERS AND WATER LINES ARE
ENCOUNTERED, THE CONTRACTOR SHALL USE CARE IN WORKING AROUND
OR NEAR THEM AND PROVIDE ANY SUPPORT NECESSARY TO PROTECT
UTILITIES. IF AN EXISTING SEWER OR WATER LINE IS DAMAGED, THE
CONTRACTOR SHALL IMMEDIATELY REPORT THE PROBLEM TO
WINSTON-SALEM / FORSYTH COUNTY PUBLIC UTILITIES AND REPLACE THE
SEWER OR WATER LINE WITH CLASS 350 DUCTILE IRON PIPE.
3. THE CONTRACTOR SHALL REPLACE A MINIMUM OF 18 FEET OF SANITARY
SEWER AND/OR WATER LINE WITH CLASS 350 DUCTILE IRON PIPE WHEN
ANY OF THE MINIMUM SEPARATION DISTANCES OUTLINED IN THE SPECIAL
PROVISIONS FOR THIS PROJECT ARE NOT MET.
4. WATER AND SEWER MAINS ARE TO REMAIN ACTIVE DURING
CONSTRUCTION. IF THIS IS NOT POSSIBLE, THE CONTRACTOR SHALL
FOLLOW WINSTON-SALEM / FORSYTH COUNTY PUBLIC UTILITIES
PROCEDURES AS OUTLINED IN THE DESIGN MANUAL AND SPECIAL
PROVISIONS REGARDING OUTAGES, TEMPORARY WATER SERVICE AND
BYPASS SEWER PUMPING. WATER, SEWER, AND GAS MAINS WERE
SOFTDUG TO DETERMINE APPROXIMATE DEPTH.
5. ALL WORK SHALL COMPLY WITH CONTRACT DOCUMENTS AND THE SPECIAL
PROVISIONS THEREIN. CONTRACT DOCUMENTS SUPERCEDE
WINSTON-SALEM / FORSYTH COUNTY PUBLIC UTILITIES DESIGN
STANDARDS.
6. UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEY INFORMATION. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THEIR EXACT LOCATION AND
TO AVOID DAMAGE TO THEM. THE CONTRACTOR SHALL CONTACT THE NORTH
CAROLINA ONE CALL SYSTEM AT PHONE NUMBER 1-800-632-4949, 811, OR
NC811.ORG TO REQUEST UNDERGROUND UTILITY LOCATION AT LEAST TWO
(2) WORKING DAYS, BUT NO MORE THAN TEN (10) WORKING DAYS PRIOR TO
BEGINNING EXCAVATION, INCLUDING SOIL DRILLING. THE CONTRACTOR
SHALL ALSO CONTACT AND REQUEST UTILITY LOCATION MARK -OUT FROM
BURIED UTILITY OWNERS WITH UTILITIES ON THE PROJECT SITE.
7. 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) AND VERTICAL DATUM
ARE NAVD 88.
8. SOIL EXPLORATION WORK WAS PERFORMED BY FROEHLING AND
ROBERTSON (F&R). 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.
9. ALL AREAS WITH OPEN EXCAVATIONS, OPEN VAULTS OR MANHOLES SHALL
BE FENCED WITH TEMPORARY SAFETY FENCING AT END OF EACH WORK
DAY.
10. 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.
11. CONTACT THE ENGINEER IMMEDIATELY REGARDING ANY CONFLICTS THAT
ARISE DURING CONSTRUCTION OF WORK SHOWN ON THE DRAWINGS.
12. 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.
13. 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.
14. 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 OR PROJECT OWNER.
15. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SITE ACCESSIBLE FOR
EMERGENCY VEHICLES AT ALL TIMES.
16. CONTRACTOR TO EXCAVATE AND DETERMINE ELEVATION OF ALL KNOWN
CONFLICTS AT LEAST 1000 FEET AHEAD OF PIPE OR CASING INSTALLATION.
17. CLASS B CONCRETE MIX DESIGN SHALL HAVE A MINIMUM 28-DAY
COMPRESSIVE STRENGTH OF 2500 psi.
18. GROUT INJECTION POINTS FOR PIPE ABANDONMENT SHALL BE NO MORE
THAN 100-FT ON CENTER MAX.
19. DISTURBANCE SHALL BE LIMITED TO THE TEMPORARY AND PERMANENT
CITY OF WINSTON-SALEM / FORSYTH COUNTY PUBLIC UTILITIES
EASEMENTS, 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
CONSTRUCTION EXCEPT WHERE TREE PROTECTION IS SHOWN ON THE
DRAWINGS.
20. SURVEY DATED JUNE 9, 2021 BY JC WALLER & ASSOCIATES, PC
SETH HEALY, P.L.S.
JC WALLER & ASSOCIATES, PC
7-L DUNDAS CIRCLE
GREENSBORO, NC 27407
336-697-2637
LICENSE NO: C-3934
21. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER SPILLS THAT
OCCUR DURING CONSTRUCTION AND CLEANUP AND ASSOCIATED FINES
FROM REGULATORY AGENCIES.
22. CONTRACTOR TO PROVIDE BYPASS PUMPING AS NEEDED PER PROJECT
SPECIFICATIONS. COORDINATE FLOW REQUIREMENTS WITH
WINSTON-SALEM / FORSYTH COUNTY PUBLIC UTILITIES.
23. ELEVATIONS AND GRADES SHOWN WITHIN THESE CONTRACT DRAWINGS
ARE CRITICAL TO THIS SEWER INSTALLATION. CONTRACTOR'S REGISTERED
LAND SURVEYOR SHALL VERIFY LINES AND GRADES THROUGHOUT THE
INSTALLATION PROCESS.
24. THE CONTRACTOR'S REGISTERED LAND SURVEYOR SHALL VERIFY THE PIPE
MATERIAL, PIPE SIZE, AND PIPE INVERTS AT ALL TIE-IN LOCATIONS PRIOR
TO COMMENCING WITH WORK.
25. REPLACE ALL EXISTING FENCES IMMEDIATELY AFTER CONSTRUCTION HAS
CLEARED THE FENCE LINE OR AS SOON AS PRACTICAL. COORDINATE WITH
LANDOWNER. TEMPORARY FENCES THAT PROVIDE EQUAL SECURITY SHALL
BE ERECTED UNTIL THE EXISTING FENCE LINE CAN BE RESET.
26. WHEN CROSSING OR OPERATING EQUIPMENT OVER EXISTING SEWERS,
CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES. THIS MAY
INCLUDE INSTALLING ADDITIONAL GRAVEL A MIN OF 24" THICK TO
DISTRIBUTE LOADS. NO EXCAVATED MATERIAL TO BE STORED ON TOP OF
EXISTING SEWERS.
27. CONTRACTOR SHALL LIMIT ACCESS TO EXISTING RIGHT-OF-WAYS AND
TEMPORARY CONSTRUCTION EASEMENTS. ACCESS POINTS ARE INDICATED
ON DRAWING G2. CONTRACTOR MAY SECURE HIS OWN ADDITIONAL
ACCESS AT HIS OWN EXPENSE.
28. ALL EXISTING PIPE AND MANHOLES REMOVED FROM SERVICE SHALL BE
LEGALLY DISPOSED OF OFF SITE UNLESS SHOWN ON THE PLANS TO BE
ABANDONED IN PLACE.
29. EXISTING GRAVITY SEWERS TO BE REMOVED SUSPECTED TO BE VCP OR
DIP. HOWEVER, REMOVAL OF OTHER PIPE MATERIALS ENCOUNTERED SHALL
BE AT NO ADDITIONAL COST TO OWNER.
30. CONTRACTOR SHALL PROTECT EXISTING LIVESTOCK BY MAINTAINING
EXISTING FENCING REMOVED OR REPLACED FOR CONSTRUCTION.
31. UNLESS OTHERWISE NOTED ON DRAWINGS, PIPE MATERIALS TO BE AS
REQUIRED TECHNICAL SPECIFICATIONS AND NOTES HEREIN.
32. ALL EXISTING SEWERS SHOWN TO BE REMOVED TO BE DISPOSED OF AT
APPROVED OFF -SITE DISPOSAL FACILITY.
33. WATER LEVEL AUGER BORING RESULTS ARE PROVIDED IN THE F&R
GEOTECHNICAL REPORT.
34. CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING PAVEMENT,
TREES, VEGETATION, STRUCTURES, AND UTILITIES NOT INDICATED TO BE
DEMOLISHED OR REMOVED. ANY DAMAGE TO EXISTING PAVEMENT, TREES,
VEGETATION, STRUCTURES, AND UTILITIES NOT INDICATED TO BE
DEMOLISHED OR REMOVED SHALL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE.
35. WHERE PROPOSED WORK IS IN THE VICINITY OF UTILITY POLES, SUCH THAT
SUPPORT OF THE POLE(S) WILL BE REQUIRED, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR NOTIFYING THE UTILITY OF THE WORK. IT WILL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE UTILITY
FOR SUPPORT OF THE POLE.
36. WHERE OVERHEAD POWER LINES ARE PRESENT, CONTRACTOR MUST
CONTACT THE UTILITY PRIOR TO CONSTRUCTION ACTIVITIES TO DETERMINE
THE MINIMUM REQUIRED EQUIPMENT CLEARANCE (MEC) DISTANCE BASED
UPON LINE STRENGTH.
37. DURING EXCAVATION AND PLACEMENT OF UTILITIES THE CONTRACTOR
SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS AND SHALL
SUBMIT TO THE ENGINEER FOR REVIEW SHEET PILING, SHORING AND/OR
BRACING DESIGNS, PREPARED BY A PROFESSIONAL ENGINEER REGISTERED
IN THE STATE OF NORTH CAROLINA, AS MAY BE NECESSARY TO COMPLY
WITH THESE REGULATIONS.
38. GROUNDWATER FROM ALL DEWATERING OPERATIONS SHALL BE
DISCHARGED THROUGH A SEDIMENT FILTERING DEVICE TO AN
ENVIRONMENTALLY ACCEPTABLE LOCATION IN ACCORDANCE WITH STATE
REGULATION, THE CONTRACT DOCUMENTS, OR AS DIRECTED BY THE
ENGINEER.
39. IF GLASS REINFORCED PIPE (GRP) IS USED, INSTALL TRACER WIRE PER
DETAILS D3 AND D4 ON SHEET D8.
40. SOUTH FORK MUDDY CREEK (12-94-13) AND FIDDLERS CREEK (12-94-13-3) ARE
PART OF THE YADKIN PEE-DEE RIVER BASIN, AND ARE DESIGNATED AS CLASS
C SURFACE WATERS PER NCDEQ.
41. ALL TRIBUTARIES OF FIDDLES CREEK THAT WILL BE TEMPORARILY IMPACTED
AS PART OF THIS PROJECT ARE PERENNIAL, UNNAMED TRIBUTARIES.
CONSTRUCTION SEQUENCE
DISTURBED AREA: 19.1±
PREREQUISITES:
1.
OBTAIN NCDEQ PERMIT/APPROVAL TO PROCEED.
2. SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH NCDEQ-DIVISION OF LAND QUALITY, WINSTON-SALEM
REGION OFFICE, AT [phone]. FAILURE TO PERFORM THIS STEP BEFORE PERFORMING LAND DISTURBING
ACTIVITIES MAY RESULT IN A NOTICE OF VIOLATION OR FINES.
SEQUENCE:
1. BETWEEN THE DOWNSTREAM TIE-IN POINT AND CONNECTION 'A', CLEAR TEMPORARY AND PERMANENT
EASEMENT AS NECESSARY FOR CONSTRUCTION, AND INSTALL EROSION CONTROL MEASURES (INCLUDING
STREAM AND CULVERT CROSSINGS) ONLY THE NORTH SIDE OF FIDDLERS CREEK.
2. TIE-IN TO MOST DS MANHOLE OF PROJECT.
3. INSTALL 36" PIPE TO FROM DS MH TO CONNECTION 'A', SHEET C2/C20. PERFORM ALL TESTING AND RECEIVE
APPROVAL TO BRING THE OUTFALL REPRESENTED BY CONNECTION 'A' ONTO THE 36" PIPE.
4. PERFORM TIE-IN OF CONNECTION 'A' AND PARCELS 8 & 9 IF NECESSARY.
5. ABANDON ALL MANHOLES ALONG PARALLEL OUTFALL FROM THE TIE-IN POINT TO CONNECTION 'A'.
6. BETWEEN CONNECTIONS 'A' AND 'C', CLEAR TEMPORARY AND PERMANENT EASEMENT AS NECESSARY FOR
CONSTRUCTION, AND INSTALL EROSION CONTROL MEASURES (INCLUDING STREAM AND CULVERT CROSSINGS)
ONLY ON THE NORTH SIDE OF FIDDLERS CREEK.
7. IF FUTURE CONNECTION A-1 IS ONLINE, REPEAT STEPS 3 & 5 (ABOVE) TO CONNECTION A-1.
8. INSTALL 36" PIPE FROM CONNECTION 'A' TO CONNECTION 'C', SHEET C9/21. PERFORM ALL TESTING AND
RECEIVE APPROVAL TO BRING THE OUTFALL REPRESENTED BY CONNECTION 'C' ONTO THE 36" PIPE.
9. INSTALL 8" PIPE REPRESENTED AS CONNECTION 'B', SHEET C9/20, TO PROVIDE SERVICE TO PARCELS 17 AND 18.
PERFORM ALL TESTING AND RECEIVE APPROVAL TO BRING THIS LINE ONTO THE 36" PIPE.
10. PERFORM TIE-IN OF CONNECTIONS 'B' AND 'C'.
11. ABANDON ALL MANHOLES ALONG PARALLEL OUTFALL FROM CONNECTION 'C' TO CONNECTION 'A'.
12. BETWEEN CONNECTIONS 'C' AND 'E', CLEAR TEMPORARY AND PERMANENT EASEMENT AS NECESSARY FOR
CONSTRUCTION, AND INSTALL EROSION CONTROL MEASURES (INCLUDING STREAM AND CULVERT CROSSINGS)
ONLY ON THE NORTH SIDE OF FIDDLERS CREEK.
13. INSTALL 36" PIPE FROM CONNECTION 'C' TO CONNECTION 'D' SHEET C13/21. PERFORM ALL TESTING AND
RECEIVE APPROVAL TO BRING THE OUTFALL REPRESENTED BY CONNECTION 'D' ONTO THE 36" PIPE.
14. PERFORM TIE-IN OF CONNECTION 'D' AND PARCEL 21.
15. INSTALL 36" PIPE FROM CONNECTION 'D' TO CONNECTION 'E', SHEET C13/22. PERFORM ALL TESTING AND
RECEIVE APPROVAL TO BRING THE NORTH OUTFALL, FOLLOWED BY THE SOUTH OUTFALL, REPRESENTED BY
CONNECTIONS 'E-1' AND 'E' RESPECTIVELY, ONTO THE 36" PIPE.
16. PERFORM TIE-IN OF CONNECTION 'E-1'. ONCE THE FLOW FROM 'E-1' HAS BEEN TRANSFERRED TO THE 36" PIPE,
INSTALL THE REMAINING PIPE OF CONNECTION 'E' AND PERFORM THE TIE-IN OF THE SOUTH OUTFALL.
17. ABANDON ALL MANHOLES ALONG THE NORTH OUTFALL BETWEEN CONNECTION 'E' AND CONNECTION 'C'.
ABANDON ALL MANHOLES ON THE SOUTH OUTFALL WITHIN THE LIMITS OF DISTURBANCE (LOD) BETWEEN
CONNECTION 'E' AND WILLARD RD.
18. AT THIS POINT, ALL FLOW FROM THE WEST -SIDE INTERCEPTORS, THE 18" OUTFALL AND THE 30" OUTFALL WILL
BE TRANSFERRED INTO THE NEW 36" LINE.
19. REMOVE ALL EROSION CONTROL MEASURES NORTHEAST OF WILLARD RD. SEED AND STABILIZE REMAINING
DISTURBED AREAS.
20. INSTALL EROSION CONTROL MEASURES ALONG SOUTH OUTFALL FOR THE INSTALLATION OF CONNECTION 'F',
SHEET C12/23, USING TEMPORARY CONSTRUCITON ENTRANCE ALONG THE SOUTH OUTFALL AT WILLARD RD.
21. INSTALL PIPE REPRESENTED AS CONNECTION 'F', TIE-IN TO THE NEW 36" LINE, AND RECONNECT PARCELS 33
AND 35 TO THE NEW 8" LINE. ABANDON PARALLEL MANHOLES ALONG THE SOUTH OUTFALL WITHIN THE LIMITS
OF DISTURBANCE SHOWN ON THE CONSTRUCTION DRAWINGS.
22. UPON INSTALLATION OF CONNECTION 'F', REMOVE EROSION CONTROL MEASURES FOR CONNECTION 'F' ALONG
THE SOUTH OUTFALL, AND ALL EROSION CONTROL MEASURES ALONG THE NORTH OUTFALL BETWEEN WILLARD
RD AND CONNECTION 'G', SHEET C10/C24. SEED AND STABILIZE REMAINING DISTURBED AREAS.
23. INSTALL EROSION CONTROL MEASURES, INCLUDING THE TEMPORARY STREAM CROSSING OF FIDDLERS CREEK,
ALONG SOUTH OUTFALL FOR THE INSTALLATION OF CONNECITON 'G'. ACCESS THE SOUTH OUTFALL OFF OF
MEADOWVIEW DRIVE.
24. INSTALL PIPE REPRESENTED AS CONNECTION 'G' AND TIE-IN TO THE NEW 36 LINE. ABANDON PARALLEL
MANHOLES ALONG THE SOUTH OUTFALL WITHIN THE LIMITS OF DISTURBANCE SHOWN ON THE CONSTRUCTION
DRAWINGS.
25. UPON INSTALLATION OF CONNECITON 'G', REMOVE EROSION CONTROL MEASURES FOR CONNECTION 'G' ALONG
THE SOUTH OUTFALL, AND ALL EROSION CONTROL MEASURES ALONG THE NORTH OUTFALL BETWEEN
CONNECTION G AND NC HWY 109 (THOMASVILLE RD). SEED AND STABILIZE REMAINING DISTURBED AREAS.
26. INSTALL EROSION CONTROL MEASURES, INCLUDING THE TEMPORARY STREAM CROSSING OF FIDDLERS CREEK,
ALONG SOUTH OUTFALL FOR THE INSTALLATION OF CONNECITON 'H'.
27. INSTALL PIPE REPRESENTED AS CONNECTION 'G' AND TIE-IN TO THE NEW 36" LINE. ABANDON PARALLEL
MANHOLES ALONG THE SOUTH OUTFALL WITHIN THE LIMITS OF DISTURBANCE SHOWN ON THE CONSTRUCTION
DRAWINGS.
28. INSTALL EROSION CONTROL MEASURES, INCLUDING THE TEMPORARY STREAM CROSSING OF FIDDLERS CREEK,
ALONG SOUTH OUTFALL FOR THE INSTALLATION OF CONNECITON 'I'.
29. INSTALL PIPE REPRESENTED AS CONNECTION 'I' AND TIE-IN TO THE NEW 36" LINE. ABANDON PARALLEL
MANHOLES ALONG THE SOUTH OUTFALL WITHIN THE LIMITS OF DISTURBANCE SHOWN ON THE CONSTRUCTION
DRAWINGS.
30. REMOVE ALL REMAINING EROSION CONTROL MEASURES ALONG THE CORRIDOR, AND SEED AND STABILIZE ALL
REMAINING DISTURBED AREAS.
31. CALL NCDEQ-DIVISION OF LAND QUALITY, WINSTON-SALEM REGIONAL OFFICE, FOR A CLOSE OUT INSPECTION
AT [phone].
GENERAL EROSION CONTROL NOTES:
1. THE CONTRACTOR SHALL SIGN AND IMPLEMENT THE REQUIREMENTS OF THE STATE -APPROVED EROSION
CONTROL & SEDIMENTATION CONTROL PERMIT AND THE NORTH CAROLINA NPDES GENERAL PERMIT
FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. THE CONTRACTOR
SHALL ALSO POST THE APPROVED EROSION & SEDIMENTATION CONTROL PERMIT ON THE JOB SITE AND
SHALL NOTIFY THE NORTH CAROLINA STATE LAND QUALITY SECTION AT [phone] AT LEAST 72
HOURS PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES TO SCHEDULE A PRE -CONSTRUCTION
MEETING.
2. THE CONTRACTOR IS ENCOURAGED TO PHASE CONSTRUCTION TO MINIMIZE EXPOSED SOIL AREAS
THROUGHOUT THE PROJECT.
3. ALL ONSITE ACTIVITIES SHALL BE MANAGED TO INSURE NO ADVERSE IMPACTS TO WATER QUALITY
OCCUR DURING AND AFTER CONSTRUCTION. THE ACTIVITIES, AS DESCRIBED IN SPECIFICATION
SECTION 31 25 00, AND OTHERS, REQUIRE OVERSIGHT THROUGHOUT THE CONSTRUCTION AND
DEVELOPMENT PROCESS TO ASSURE ALL WATER QUALITY STANDARDS ARE PROTECTED. SEE
SPECIFICATION SECTION 31 25 00 FOR FURTHER REQUIREMENTS.
4. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY EROSION CONTROL MEASURES
WHETHER OR NOT SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS, RIVERS, ROADWAYS, ETC.
FROM SILTATION AND EROSION.
5. EACH EROSION AND SEDIMENTATION CONTROL MEASURE SHALL BE INSPECTED ON A WEEKLY BASIS
AND WITHIN 24 HOURS FOLLOWING A STORM EVENT GREATER THAN ONE INCH. EACH MEASURE SHALL
BE MAINTAINED AS INDICATED IN SPECIFICATION SECTION 31 25 00, AND RECORD OF ALL
MAINTENANCE/REPAIR KEPT IN THE ON -SITE SWPPP.
6. ALL EXCESS SOIL RESULTING FROM EARTHWORK OPERATIONS NECESSARY FOR INSTALLATION OF PIPE
SHALL BE STOCKPILED ON SITE OR REMOVED FROM SITE BY CONTRACTOR. ALL ONSITE SOIL
STOCKLILE AREAS SHALL BE WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE DRAWINGS.
PERMIMETER SILT FENCE SHALL BE INSTALLED AROUND STOCKPILES AND, IF THEY WILL REMAIN
UNDISTURBED FOR MORE THAN 14 DAYS, SHALL BE TEMPORARILY SEEDED IN ACCORDANCE WITH
SEEDING SCHEDULE. ANY SOIL TAKEN OFFSITE BECOMES THE CONTRACTOR'S RESPONSIBILITY AND
SHALL BE DISPOSED OF AT LOCATIONS WITH REQUIRED STATE AND LOCAL PERMITS.
7. ALL DEWATERING FROM CONSTRUCTION ACTIVITIES AND ANY ASSOCIATED PIPELINE EXCAVATIONS
SHALL BE ROUTED TO FILTER BAG FOR TREATMENT. ALL FILTER BAGS SHALL BE APPROPRIATELY SIZED
FOR DEWATERED FLOW AND SUBMITTED FOR ENGINEERS APPROVAL. ALL FILTER BAGS SHALL BE
INSTALLED ON A A LAYER OF NO. 57 STONE, AS ILLUSTRATED IN STANDARD DETAIL 3/CD4. EFFLUENT
FROM FILTER BAG MAY DISCHARGE TO EXISTING STORM DRAIN SYSTEM.
8. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION TECHNIQUES.
ONLY THE LENGTH OF TRENCH IN WHICH PIPE CAN BE INSTALLED IN ONE DAYS TIME SHALL BE OPEN AT
ANY TIME, WITH SPOIL MATERIAL PLACED ON THE UPHILL SIDE OF THE TRENCH. PIPING SHALL BE
CAPPED AT THE END OF EACH WORK DAY TO PREVENT SEDIMENT FROM ENTERING PIPE. TRENCH SHALL
BE BACKFILLED AT END OF EACH WORK DAY AND DISTURBED AREA SEEDED WITH TEMPORARY SEEDING
MEASURES, AS APPROPRIATE.
9. THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT REQUIRES PERSONS RESPONSIBLE
FOR LAND DISTURBING ACTIVITIES TO INSPECT THE PROJECT AFTER EACH PHASE OF CONSTRUCTION
TO MAKE SURE THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED, AS
ORIGINALLY APPROVED. THE SELF INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF
MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE
CONTRACTOR SHALL COMPLETE THE SELF INSPECTION FORM PROVIDED IN SPECIFICATION SECTION 31
25 00 AS A PART OF THE SELF INSPECTION PROGRAM. ADDITIONAL SELF -INSPECTION REPORT FORMS
ARE LOCATED AS EXCEL SPREADSHEETS AT HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION.
10. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE,
PERMANENT VEGETATION IS ESTABLISHED ON ALL DISTURBED AREAS AND APPROVAL BY NCDENR LAND
QUALITY AND ENGINEER IS GIVEN. SEDIMENT TRAPS/BASINS AND EXCAVATED DROP INLETS SHALL BE
COMPLETELY DEWATERED BY PUMPING ANY WATER THROUGH A SEDIMENT BAG AS PER STANDARD
DETAIL 0227038. AREAS WHERE EROSION AND SEDIMENTATION CONTROL MEASURES ARE REMOVED
SHALL BE REGRADED AND SEEDED TO MATCH ORIGINAL SITE CONDITIONS.
11. ALL CUT SLOPES SHALL BE NO STEEPER THAN 11/2:1 WITHOUT PROVIDING EXCAVATION SUPPORT AND
SHALL BE STABILIZED IMMEDIATELY AFTER GRADING WITH AN ADEQUATE ROLLED EROSION CONTROL
PRODUCT (RECP). ALL FILL SLOPES SHALL BE LIMITED TO A SLOPE OF 2:1 OR FLATTER AND SHALL BE
TRACKED AND IMMEDIATELY STABILIZED AFTER GRADING WITH AN ADEQUATE RECP. RECP SHALL BE
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NC ESCPDM PRACTICE
STANDARDS AND SPECIFICATION 6.17.
12. CONCRETE DUST/WASTE/WASTEWATER MUST NOT BE RELEASED TO THE STORM DRAIN OR OFF -SITE.
ALL SEDIMENT MUST BE CLEANED OFF THE ROADWAY BY DRY SWEEPING METHODS ONLY. WATER MUST
NOT BE USED TO WASH SEDIMENT OFF OF ROADS, DRIVEWAYS, OR PARKING LOTS. CONTRACTOR TO
USE CONCRETE WASHOUT DEVICE FOR ALL CONCRETE WASHOUT ON SITE.
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY: M. KARMANOCKY
Hazen
nston-Salem • Forsyth County
er Sewer • Solid Waste Disposal
GENERAL NOTES
DATE:
JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
FIDDLERS CREEK
GRAVITY OUTFALL
DRAWING
NUMBER:
G4

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE
WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT
IMPLEMENTING THE DETAILS AND SPECIFICATIONS ON THIS PLAN SHEET WILL RESULT
IN THE CONSTRUCTION ACTIVITY BEING CONSIDERED COMPLIANT WITH THE GROUND
STABILIZATION AND MATERIALS HANDLING SECTIONS OF NCGO1 CONSTRUCTION
GENERAL PERMIT (SECTIONS E AND F, RESPECTIVELY). THE PERMITTEE SHALL COMPLY
WITH THE EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE DELEGATED
AUTHORITY HAVING JURISDICTION. ALL DETAILS AND SPECIFICATIONS SHOWN ON THIS
SHEET MAY NOT APPLY DEPENDING ON SITE CONDITIONS AND THE DELEGATED
AUTHORITY HAVING JURISDICTION.
SECTION E: GROUND STABILIZATION
REQUIRED GROUND STABILIZATION TIMEFRAMES
STABILIZE WITHIN THIS
SITE AREA DESCRIPTION
MANY CALENDAR DAYS
AFTER CEASING LAND
TIME FRAME VARIATIONS
DISTURBANCE
(A) PERIMETER DIKES,
SWALES, DITCHES, AND
7
NONE
PERIMETER SLOPES
(B) HIGH WATER QUALITY
7
NONE
(HQW) ZONES
(C) SLOPES STEEPER
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
7
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS ARE
ALLOWED
-7 DAYS FOR SLOPES GREATER
THAN 50' IN LENGTH AND WITH
(D) SLOPES 3:1 TO 4:1
SLOPES STEEPER THAN 4:1
14
-7 DAYS FOR PERIMETER DIKES,
SWALES, DITCHES, PERIMETER
SLOPES AND HQW ZONES
-10 DAYS FOR FALLS LAKE
WATERSHED
-7 DAYS FOR PERIMETER DIKES,
SWALES, DITCHES, PERIMETER
(E) AREAS WITH SLOPES
FLATTER THAN 4:1
14
SLOPES, AND HQW ZONES
-10 DAYS FOR FALLS LAKE
WATERSHED UNLESS THERE IS
ZERO SLOPE
NOTE: AFTER THE PERMANENT CESSATION OF CONSTRUCTION ACTIVITIES, ANY AREAS
WITH TEMPORARY GROUND STABILIZATION SHALL BE CONVERTED TO PERMANENT
GROUND STABILIZATION AS SOON AS PRACTICABLE BUT IN NO CASE LONGER THAN 90
CALENDAR DAYS AFTER THE LAST LAND DISTURBING ACTIVITY. TEMPORARY GROUND
STABILIZATION SHALL BE MAINTAINED IN A MANNER TO RENDER THE SURFACE STABLE
AGAINST ACCELERATED EROSION UNTIL PERMANENT GROUND STABILIZATION IS
ACHIEVED.
GROUND STABILIZATION SPECIFICATION
STABILIZE THE GROUND SUFFICIENTLY SO THAT RAIN WILL NOT DISLODGE THE SOIL.
USE ONE OF THE TECHNIQUES IN THE TABLE BELOW:
TEMPORARY STABILIZATION
PERMANENT STABILIZATION
• TEMPORARY GRASS SEED COVERED
WITH STRAW OR OTHER MULCHES AND
TACKIFIERS
• HYDROSEEDING
• ROLLED EROSION CONTROL PRODUCTS
WITH OR WITHOUT TEMPORARY GRASS
SEED
• APPROPRIATELY APPLIED STRAW OR
OTHER MULCH
• PLASTIC SHEETING
• PERMANENT GRASS SEED COVERED WITH
STRAW OR OTHER MULCHES AND
TACKIFIERS
• GEOTEXTILE FABRICS SUCH AS
PERMANENT SOIL REINFORCEMENT
MATTING
• HYDROSEEDING
• SHRUBS OR OTHER PERMANENT
PLANTINGS COVERED WITH MULCH
• UNIFORM AND EVENLY DISTRIBUTED
GROUND COVER SUFFICIENT TO RESTRAIN
EROSION
• STRUCTURAL METHODS SUCH AS
CONCRETE, ASPHALT OR RETAINING
WALLS
• ROLLED EROSION CONTROL PRODUCTS
WITH GRASS SEED
EQUIPMENT AND VEHICLE MAINTENANCE
1. MAINTAIN VEHICLES AND EQUIPMENT TO PREVENT DISCHARGE OF FLUIDS.
2. PROVIDE DRIP PANS UNDER ANY STORED EQUIPMENT.
3. IDENTIFY LEAKS AND REPAIR AS SOON AS FEASIBLE, OR REMOVE LEAKING
EQUIPMENT FROM THE PROJECT.
4. COLLECT ALL SPENT FLUIDS, STORE IN SEPARATE CONTAINERS AND PROPERLY
DISPOSE AS HAZARDOUS WASTE (RECYCLE WHEN POSSIBLE).
5. REMOVE LEAKING VEHICLES AND CONSTRUCTION EQUIPMENT FROM SERVICE
UNTIL THE PROBLEM HAS BEEN CORRECTED.
6. BRING USED FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS AND OTHER
PETROLEUM PRODUCTS TO A RECYCLING OR DISPOSAL CENTER THAT HANDLES
THESE MATERIALS.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. NEVER BURY OR BURN WASTE. PLACE LITTER AND DEBRIS IN APPROVED WASTE
CONTAINERS.
2. PROVIDE A SUFFICIENT NUMBER AND SIZE OF WASTE CONTAINERS (E.G
DUMPSTER, TRASH RECEPTACLE) ON SITE TO CONTAIN CONSTRUCTION AND
DOMESTIC WASTES.
3. LOCATE WASTE CONTAINERS AT LEAST 50 FEET AWAY FROM STORM DRAIN
INLETS AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE
REASONABLY AVAILABLE.
4. LOCATE WASTE CONTAINERS ON AREAS THAT DO NOT RECEIVE SUBSTANTIAL
AMOUNTS OF RUNOFF FROM UPLAND AREAS AND DOES NOT DRAIN DIRECTLY TO
A STORM DRAIN, STREAM OR WETLAND.
5. COVER WASTE CONTAINERS AT THE END OF EACH WORKDAY AND BEFORE
STORM EVENTS OR PROVIDE SECONDARY CONTAINMENT. REPAIR OR REPLACE
DAMAGED WASTE CONTAINERS.
6. ANCHOR ALL LIGHTWEIGHT ITEMS IN WASTE CONTAINERS DURING TIMES OF HIGH
WINDS.
7. EMPTY WASTE CONTAINERS AS NEEDED TO PREVENT OVERFLOW. CLEAN UP
IMMEDIATELY IF CONTAINERS OVERFLOW.
8. DISPOSE WASTE OFF -SITE AT AN APPROVED DISPOSAL FACILITY.
9. ON BUSINESS DAYS, CLEAN UP AND DISPOSE OF WASTE IN DESIGNATED WASTE
CONTAINERS.
PAINT AND OTHER LIQUID WASTE
1. DO NOT DUMP PAINT AND OTHER LIQUID WASTE INTO STORM DRAINS, STREAMS
OR WETLANDS.
2. LOCATE PAINT WASHOUTS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS
AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES ARE REASONABLY
AVAILABLE.
3. CONTAIN LIQUID WASTES IN A CONTROLLED AREA.
4. CONTAINMENT MUST BE LABELED, SIZED AND PLACED APPROPRIATELY FOR THE
NEEDS OF SITE.
5. PREVENT THE DISCHARGE OF SOAPS, SOLVENTS, DETERGENTS AND OTHER
LIQUID WASTES FROM CONSTRUCTION SITES.
PORTABLE TOILETS
1. INSTALL PORTABLE TOILETS ON LEVEL GROUND, AT LEAST 50 FEET AWAY FROM
STORM DRAINS, STREAMS OR WETLANDS UNLESS THERE IS NO ALTERNATIVE
REASONABLY AVAILABLE. IF 50 FOOT OFFSET IS NOT ATTAINABLE, PROVIDE
RELOCATION OF PORTABLE TOILET BEHIND SILT FENCE OR PLACE ON A GRAVEL
PAD AND SURROUND WITH SAND BAGS.
2. PROVIDE STAKING OR ANCHORING OF PORTABLE TOILETS DURING PERIODS OF
HIGH WINDS OR IN HIGH FOOT TRAFFIC AREAS.
3. MONITOR PORTABLE TOILETS FOR LEAKING AND PROPERLY DISPOSE OF ANY
LEAKED MATERIAL. UTILIZE A LICENSED SANITARY WASTE HAULER TO REMOVE
LEAKING PORTABLE TOILETS AND REPLACE WITH PROPERLY OPERATING UNIT.
EARTHEN STOCKPILE MANAGEMENT
1. SHOW STOCKPILE LOCATIONS ON PLANS. LOCATE EARTHEN -MATERIAL STOCKPILE
AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS, SEDIMENT BASINS,
PERIMETER SEDIMENT CONTROLS AND SURFACE WATERS UNLESS IT CAN BE
SHOWN NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
2. PROTECT STOCKPILE WITH SILT FENCE INSTALLED ALONG TOE OF SLOPE WITH A
MINIMUM OFFSET OF FIVE FEET FROM THE TOE OF STOCKPILE.
3. PROVIDE STABLE STONE ACCESS POINT WHEN FEASIBLE.
4. STABILIZE STOCKPILE WITHIN THE TIMEFRAMES PROVIDED ON THIS SHEET AND IN
ACCORDANCE WITH THE APPROVED PLAN AND ANY ADDITIONAL REQUIREMENTS.
SOIL STABILIZATION IS DEFINED AS VEGETATIVE, PHYSICAL OR CHEMICAL
COVERAGE TECHNIQUES THAT WILL RESTRAIN ACCELERATED EROSION ON
DISTURBED SOILS FOR TEMPORARY OR PERMANENT CONTROL NEEDS.
� A
CONCRETE
WASHOUT
SANDBAGS (TYP.)
OR STAPLES
SILT FENCE
1:1 SIDE
SLOPES (TYP.)
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18" X 24" MIN.)
0
ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER
SAND BAGS (TYP.)
OR STAPLES
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SECTION A -A
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
10 MIL PLASTIC LINING
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF
THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY
MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
10' MIN
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SECTION B-B
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2'
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF
THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING
CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY
MARKED WITH SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
10 MIL PLASTIC
LINING
1:1 SIDE SLOPE
(TYP.)
SANDBAGS (TYP.)
OR STAPLES
HIGH COHESIVE &
LOW FILTRATION
SOIL BERM
/<
CONCRETE WASHOUTS
1. DO NOT DISCHARGE CONCRETE OR CEMENT SLURRY FROM THE SITE.
2. DISPOSE OF, OR RECYCLE SETTLED, HARDENED CONCRETE RESIDUE IN ACCORDANCE WITH
LOCAL AND STATE SOLID WASTE REGULATIONS AND AT AN APPROVED FACILITY.
3. MANAGE WASHOUT FROM MORTAR MIXERS IN ACCORDANCE WITH THE ABOVE ITEM AND IN
ADDITION PLACE THE MIXER AND ASSOCIATED MATERIALS ON IMPERVIOUS BARRIER AND
WITHIN LOT PERIMETER SILT FENCE.
4. INSTALL TEMPORARY CONCRETE WASHOUTS PER LOCAL REQUIREMENTS, WHERE
APPLICABLE. IF AN ALTERNATE METHOD OR PRODUCT IS TO BE USED, CONTACT YOUR
APPROVAL AUTHORITY FOR REVIEW AND APPROVAL. IF LOCAL STANDARD DETAILS ARE NOT
AVAILABLE, USE ONE OF THE TWO TYPES OF TEMPORARY CONCRETE WASHOUTS PROVIDED
ON THIS DETAIL.
5. DO NOT USE CONCRETE WASHOUTS FOR DEWATERING OR STORING DEFECTIVE CURB OR
SIDEWALK SECTIONS. STORMWATER ACCUMULATED WITHIN THE WASHOUT MAY NOT BE
PUMPED INTO OR DISCHARGED TO THE STORM DRAIN SYSTEM OR RECEIVING SURFACE
WATERS. LIQUID WASTE MUST BE PUMPED OUT AND REMOVED FROM PROJECT.
6. LOCATE WASHOUTS AT LEAST 50 FEET FROM STORM DRAIN INLETS AND SURFACE WATERS
UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE. AT
A MINIMUM, INSTALL PROTECTION OF STORM DRAIN INLET(S) CLOSEST TO THE WASHOUT
WHICH COULD RECEIVE SPILLS OR OVERFLOW.
7. LOCATE WASHOUTS IN AN EASILY ACCESSIBLE AREA, ON LEVEL GROUND AND INSTALL A
STONE ENTRANCE PAD IN FRONT OF THE WASHOUT. ADDITIONAL CONTROLS MAY BE
REQUIRED BY THE APPROVING AUTHORITY.
8. INSTALL AT LEAST ONE SIGN DIRECTING CONCRETE TRUCKS TO THE WASHOUT WITHIN THE
PROJECT LIMITS. POST SIGNAGE ON THE WASHOUT ITSELF TO IDENTIFY THIS LOCATION.
9. REMOVE LEAVINGS FROM THE WASHOUT WHEN AT APPROXIMATELY 75% CAPACITY TO LIMIT
OVERFLOW EVENTS. REPLACE THE TARP, SAND BAGS OR OTHER TEMPORARY STRUCTURAL
COMPONENTS WHEN NO LONGER FUNCTIONAL. WHEN UTILIZING ALTERNATIVE OR
PROPRIETARY PRODUCTS, FOLLOW MANUFACTURER'S INSTRUCTIONS.
10. AT THE COMPLETION OF THE CONCRETE WORK, REMOVE REMAINING LEAVINGS AND DISPOSE
OF IN AN APPROVED DISPOSAL FACILITY. FILL PIT, IF APPLICABLE, AND STABILIZE ANY
DISTURBANCE CAUSED BY REMOVAL OF WASHOUT.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. STORE AND APPLY HERBICIDES, PESTICIDES AND RODENTICIDES IN ACCORDANCE WITH LABEL
RESTRICTIONS.
2. STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN THEIR ORIGINAL CONTAINERS WITH
THE LABEL, WHICH LISTS DIRECTIONS FOR USE, INGREDIENTS AND FIRST AID STEPS IN CASE
OF ACCIDENTAL POISONING.
3. DO NOT STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN AREAS WHERE FLOODING IS
POSSIBLE OR WHERE THEY MAY SPILL OR LEAK INTO WELLS, STORMWATER DRAINS, GROUND
WATER OR SURFACE WATER. IF A SPILL OCCURS, CLEAN AREA IMMEDIATELY.
4. DO NOT STOCKPILE THESE MATERIALS ONSITE.
HAZARDOUS AND TOXIC WASTE
1. CREATE DESIGNATED HAZARDOUS WASTE COLLECTION AREAS ON -SITE.
2. PLACE HAZARDOUS WASTE CONTAINERS UNDER COVER OR IN SECONDARY CONTAINMENT.
3. DO NOT STORE HAZARDOUS CHEMICALS, DRUMS OR BAGGED MATERIALS DIRECTLY ON THE
GROUND.
STREAM CROSSING CONSTRUCTION NOTES:
1. FIDDLERS CREEK AND ITS ASSOCIATED TRIBUTARIES ARE DESIGNATED AS CLASS C; THESE
WATERS ARE PROTECTED FOR USES SUCH AS SECONDARY RECREATION, FISHING,
WILDLIFE, FISH CONSUMPTION, AQUATIC LIFE INCLUDING PROPAGATION, SURVIVAL AND
MAINTENANCE OF BIOLOGICAL INTEGRITY. THERE ARE NO RESTRICTED DATES FOR
IN -STREAM ACTIVITY ASSOCIATED WITH THIS CLASSIFICATION.
2. STREAM CROSSINGS ARE COVERED BY US ARMY CORPS AND NC DEQ PERMITS, COPIES OF
WHICH ARE INCLUDED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL COMPLY WITH
THE REQUIREMENTS OF THE PERMITS IN ADDITION TO THE REQUIREMENTS HEREIN.
3. STREAM DIVERSION PRACTICES ARE TO MAINTAIN POSITIVE FLOW AROUND THE
CONSTRUCTION ZONE AT ALL TIMES. THE CONTRACTOR MUST TIE THE STREAM
CONSTRUCTION ZONE BACK INTO THE EXISTING CHANNEL BY THE END OF EACH WORK DAY.
4. WORK SHALL BE CONDUCTED IN A MANNER WHICH PERMITS DISTURBED STREAM SECTIONS
TO BE PERMANENTLY STABILIZED AT THE END OF EACH WORK DAY. PERMANENT
STABILIZATION OF STREAMBED AND BANKS DURING CONSTRUCTION SHALL INCLUDE
GEOTEXTILE, PLACED RIPRAP, SEED AND MULCH, AND COIR FIBER MATTING. STABILIZE ALL
OTHER AREAS USING SEED AND MULCH WITHIN THE CONSTRUCTION ZONE.
5. REMOVE ALL STREAM DIVERSION DEVICES BY THE END OF EACH WORK DAY. IN THE EVENT
THAT THE CONTRACTOR CANNOT COMPLY WITH THE ABOVE, THE STREAM DIVERSION
DEVICE MUST BE CONTINUOUSLY MANNED AND OPERATING UNTIL THE CONSTRUCTION
EFFORT CAN TIE BACK INTO THE EXISTING CHANNEL IN A STABLE MANNER.
6. STREAM DIVERSION MEASURES INCLUDING SANDBAGS, FILTER BAGS, AND PUMP -AROUND
DEVICES, ETC. ARE INTENDED TO BE PROPERLY MAINTAINED AND REUSED AS WORK
PROGRESSES BETWEEN CROSSINGS.
7. NO CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED DURING STORM EVENTS.
8. CROSSINGS SHALL BE PERFORMED IN STAGES AS FOLLOWS:
8.a. INSTALL TEMPORARY STREAM DIVERSION OR PUMP -AROUND SYSTEM.
8.b. DEWATER, EXCAVATE, AND INSTALL THE SEWER PIPE IN A DRY TRENCH WITHIN THE
DIVERSION SYSTEM.
8.c. BACKFILL THE TRENCH WITH EARTH AND RIPRAP.
8.d. GRADE THE STREAM BANK AND CHANNEL PER CONTRACT DRAWINGS
8.e. STABILIZE THE STREAM AND STREAM BANKS AS SHOWN IN CONTRACT DRAWINGS
8.f. PREPARE SOIL, SEED AND MULCH TO STABILIZE ALL REMAINING DISTURBED AREAS
ADJACENT TO THE CROSSING
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M. KARMANOCKY
CHECKED BY:
A. BABSON
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
nst©n-Salem • Fors
h County
er Sewer • Solid Waste Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
GENERAL
NCGO1 GROUND STABILIZATON AND
MATERIALS HANDLING
DATE:
J U N E 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
G5

PART
SELF -INSPECTION, RECORDKEEPING
SECTION A: SELF -INSPECTION
III
AND REPORTING
BUSINESS HOURS IN ACCORDANCE WITH THE TABLE
WOULD CAUSE THE SAFETY OF THE INSPECTION
BE DELAYED UNTIL THE NEXT BUSINESS DAY ON
ADDITION, WHEN A STORM EVENT OF EQUAL TO OR
BUSINESS HOURS, THE SELF -INSPECTION SHALL BE
BUSINESS DAY. ANY TIME WHEN INSPECTIONS
RECORD.
SELF -INSPECTIONS ARE REQUIRED DURING NORMAL
BELOW. WHEN ADVERSE WEATHER OR SITE CONDITIONS
PERSONNEL TO BE IN JEOPARDY, THE INSPECTION MAY
WHICH IT IS SAFE TO PERFORM THE INSPECTION. IN
GREATER THAN 1.0 INCH OCCURS OUTSIDE OF NORMAL
PERFORMED UPON THE COMMENCEMENT OF THE NEXT
WERE DELAYED SHALL BE NOTED IN THE INSPECTION
REQUIRED GROUND STABILIZATION TIMEFRAMES
INSPECT
FREQUENCY (DURING
NORMAL BUSINESS
HOURS)
INSPECTION RECORDS MUST INCLUDE:
(1) RAIN GAUGE
MAINTAINED IN GOOD
WORKING ORDER
DAILY
DAILY RAINFALL AMOUNTS.
IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE
DURING WEEKEND OR HOLIDAY PERIODS, AND NO
INDIVIDUAL -DAY RAINFALL INFORMATION IS
AVAILABLE, RECORD THE CUMULATIVE RAIN
MEASUREMENT FOR THOSE UN -ATTENDED DAYS
(AND THIS WILL DETERMINE IF A SITE INSPECTION IS
NEEDED). DAYS ON WHICH NO RAINFALL OCCURRED
SHALL BE RECORDED AS "ZERO." THE PERMITTEE
MAY USE ANOTHER RAIN -MONITORING DEVICE
APPROVED BY THE DIVISION.
(2) E&SC MEASURES
AT LEAST ONCE PER 7
CALENDAR DAYS AND
WITHIN 24 HOURS OF A
RAIN EVENT > 1.0 INCH
IN 24 HOURS
1. IDENTIFICATION OF THE MEASURES INSPECTED,
2. DATE AND TIME OF THE INSPECTION,
3. NAME OF THE PERSON PERFORMING THE
INSPECTION,
4. INDICATION OF WHETHER THE MEASURES WERE
OPERATING PROPERLY,
5. DESCRIPTION OF MAINTENANCE NEEDS FOR THE
MEASURE,
6. DESCRIPTION, EVIDENCE, AND DATE OF
CORRECTIVE ACTIONS TAKEN.
(3) STORMWATER
DISCHARGE
OUTFALLS (SDOS)
AT LEAST ONCE PER 7
CALENDAR DAYS AND
WITHIN 24 HOURS OF A
RAIN EVENT > 1.0 INCH
IN 24 HOURS
1. IDENTIFICATION OF THE MEASURES INSPECTED,
2. DATE AND TIME OF THE INSPECTION,
3. NAME OF THE PERSON PERFORMING THE
INSPECTION,
4. INDICATION OF WHETHER THE MEASURES WERE
OPERATING PROPERLY,
5. DESCRIPTION OF MAINTENANCE NEEDS FOR THE
MEASURE,
6. DESCRIPTION, EVIDENCE, AND DATE OF
CORRECTIVE ACTIONS TAKEN.
(4) PERIMETER OF SITE
AT LEAST ONCE PER 7
CALENDAR DAYS AND
WITHIN 24 HOURS OF A
RAIN EVENT > 1.0 INCH
IN 24 HOURS
1. IF VISIBLE SEDIMENTATION IS FOUND OUTSIDE
SITE LIMITS, THEN A RECORD OF THE FOLLOWING
SHALL BE MADE:
2. ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE
SEDIMENT THAT HAS LEFT THE SITE LIMITS,
3. DESCRIPTION, EVIDENCE, AND DATE OF
CORRECTIVE ACTIONS TAKEN, AND
4. AN EXPLANATION AS TO THE ACTIONS TAKEN TO
CONTROL FUTURE RELEASES.
(5) STREAMS OR
WETLANDS ONSITE
OR OFFSITE (WHERE
ACCESSIBLE)
AT LEAST ONCE PER 7
CALENDAR DAYS AND
WITHIN 24 HOURS OF A
RAIN EVENT > 1.0 INCH
IN 24 HOURS
1. IF THE STREAM OR WETLAND HAS INCREASED
VISIBLE SEDIMENTATION OR A STREAM HAS
VISIBLE INCREASED TURBIDITY FROM THE
CONSTRUCTION ACTIVITY, THEN A RECORD OF
THE FOLLOWING SHALL BE MADE:
2. DESCRIPTION, EVIDENCE AND DATE OF
CORRECTIVE ACTIONS TAKEN, AND
3. RECORDS OF THE REQUIRED REPORTS TO THE
APPROPRIATE DIVISION REGIONAL OFFICE PER
PART III, SECTION C, ITEM (2)(A) OF THIS PERMIT.
(6) GROUND
STABILIZATION
MEASURES
AFTER EACH PHASE OF
GRADING
1. THE PHASE OF GRADING (INSTALLATION OF
PERIMETER E&SC MEASURES, CLEARING AND
GRUBBING, INSTALLATION OF STORM DRAINAGE
FACILITIES, COMPLETION OF ALL
LAND -DISTURBING ACTIVITY, CONSTRUCTION OR
REDEVELOPMENT, PERMANENT GROUND
COVER).
2. DOCUMENTATION THAT THE REQUIRED GROUND
STABILIZATION MEASURES HAVE BEEN
PROVIDED WITHIN THE REQUIRED TIMEFRAME
OR AN ASSURANCE THAT THEY WILL BE
PROVIDED AS SOON AS POSSIBLE.
NOTE: THE RAIN INSPECTION RESETS THE REQUIRED 7 DAY CALENDAR DAY INSPECTION REQUIREMENT
SELF -INSPECTION,
SECTION B: RECORDKEEPING
PART III
RECORDKEEPING AND REPORTING
ANY APPROVED DEVIATION SHALL BE KEPT ON THE SITE. THE
THROUGHOUT THE COVERAGE UNDER THIS PERMIT.
THE E&SC PLAN SHALL BE KEPT ON SITE AND AVAILABLE FOR
BUSINESS HOURS.
1. E&SC PLAN DOCUMENTATION
THE APPROVED E&SC PLAN AS WELL AS
APPROVED E&SC PLAN MUST BE KEPT UP-TO-DATE
THE FOLLOWING ITEMS PERTAINING TO
INSPECTION AT ALL TIMES DURING NORMAL
ITEM TO DOCUMENT
INSPECTION RECORDS MUST INCLUDE:
(A) EACH E&SC MEASURE HAS BEEN
INSTALLED AND DOES NOT SIGNIFICANTLY
DEVIATE FROM THE LOCATIONS,
DIMENSIONS AND RELATIVE ELEVATIONS
SHOWN ON THE APPROVED E&SC PLAN.
INITIAL AND DATE EACH E&SC MEASURE ON A COPY OF THE
APPROVED E&SC PLAN OR COMPLETE, DATE AND SIGN AN
INSPECTION REPORT THAT LISTS EACH E&SC MEASURE
SHOWN ON THE APPROVED E&SC PLAN. THIS
DOCUMENTATION IS REQUIRED UPON THE INITIAL
INSTALLATION OF THE E&SC MEASURES OR IF THE E&SC
MEASURES ARE MODIFIED AFTER INITIAL INSTALLATION.
(B) A PHASE OF GRADING HAS BEEN
COMPLETED.
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR
COMPLETE, DATE AND SIGN AN INSPECTION REPORT TO
INDICATE COMPLETION OF THE CONSTRUCTION PHASE.
(C) GROUND COVER IS LOCATED AND
INSTALLED IN ACCORDANCE WITH THE
APPROVED E&SC PLAN.
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR
COMPLETE, DATE AND SIGN AN INSPECTION REPORT TO
INDICATE COMPLIANCE WITH APPROVED GROUND COVER
SPECIFICATIONS.
(D) THE MAINTENANCE AND REPAIR
REQUIREMENTS FOR ALL E&SC
MEASURES HAVE BEEN PERFORMED.
COMPLETE, DATE AND SIGN AN INSPECTION REPORT.
(E) CORRECTIVE ACTIONS HAVE BEEN
TAKEN TO E&SC MEASURES.
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR
COMPLETE, DATE AND SIGN AN INSPECTION REPORT TO
INDICATE THE COMPLETION OF THE CORRECTIVE ACTION.
2. ADDITIONAL DOCUMENTATION TO BE KEPT ON SITE
IN ADDITION TO THE E&SC PLAN DOCUMENTS ABOVE, THE FOLLOWING ITEMS SHALL BE KEPT ON THE
SITE AND AVAILABLE FOR INSPECTORS AT ALL TIMES DURING NORMAL BUSINESS HOURS, UNLESS THE
DIVISION PROVIDES A SITE -SPECIFIC EXEMPTION BASED ON UNIQUE SITE CONDITIONS THAT MAKE
THIS REQUIREMENT NOT PRACTICAL:
(A) THIS GENERAL PERMIT AS WELL AS THE CERTIFICATE OF COVERAGE, AFTER IT IS RECEIVED.
(B) RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS TWELVE MONTHS. THE PERMITTEE SHALL
RECORD THE REQUIRED OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED BY THE
DIVISION OR A SIMILAR INSPECTION FORM THAT INCLUDES ALL THE REQUIRED ELEMENTS. USE OF
ELECTRONICALLY -AVAILABLE RECORDS IN LIEU OF THE REQUIRED PAPER COPIES WILL BE ALLOWED
IF SHOWN TO PROVIDE EQUAL ACCESS AND UTILITY AS THE HARD -COPY RECORDS.
3. DOCUMENTATION TO BE RETAINED FOR THREE YEARS
ALL DATA USED TO COMPLETE THE E-NOI AND ALL INSPECTION RECORDS SHALL BE MAINTAINED FOR A
PERIOD OF THREE YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST. [40 CFR
122.41]
SELF -INSPECTION,
SECTION C: REPORTING
PART III
RECORDKEEPING AND REPORTING
REPORTED
1. OCCURRENCES THAT MUST BE
PERMITTEES SHALL REPORT THE FOLLOWING OCCURRENCES:
(A) VISIBLE SEDIMENT DEPOSITION IN A STREAM OR WETLAND
(B) OIL SPILLS IF:
• THEY ARE 25 GALLONS OR MORE,
• THEY ARE LESS THAN 25 GALLONS BUT CANNOT BE CLEANED UP WITHIN 24 HOURS,
• THEY CAUSE SHEET ON WATERS (REGARDLESS OF VOLUME), OR
• THEY ARE WITHIN 100 FEET OF SURFACE WATERS (REGARDLESS OF VOLUME).
(C) RELEASES OF HAZARDOUS SUBSTANCES IN EXCESS OF REPORTABLE QUANTITIES UNDER SECTION 311
OF THE CLEAN WATER ACT (REF: 40 CFR 110.3 AND 40 CFR 117.3) OR SECTION 102 OF CERCLA (REF: 40
CFR 302.4) OR G.S. 143-215.85.
(D) ANTICIPATED BYPASSES AND UNANTICIPATED BYPASS
(E) NONCOMPLIANCE WITH THE CONDITIONS OF THIS PERMIT THAT MAY ENDANGER HEALTH OR THE
ENVIRONMENT.
2. REPORTING TIMEFRAMES AND OTHER REQUIREMENTS
AFTER A PERMITTEE BECOMES AWARE OF AN OCCURRENCE THAT MUST BE REPORTED, HE SHALL CONTACT
THE APPROPRIATE DIVISION REGIONAL OFFICE WITHIN THE TIMEFRAMES AND IN ACCORDANCE WITH THE
OTHER REQUIREMENTS LISTED BELOW. OCCURRENCES OUTSIDE NORMAL BUSINESS HOURS MAY ALSO BE
REPORTED TO THE DEPARTMENT'S ENVIRONMENTAL EMERGENCY CENTER PERSONNEL AT [phone].
OCCURENCE
REPORTING TIMEFRAME (AFTER DISCOVERY) AND OTHER REQUIREMENTS
(A) VISIBLE SEDIMENT
DEPOSITION IN A STREAM OR
WETLAND
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION.
• WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A
DESCRIPTION OF THE SEDIMENT AND ACTIONS TAKEN TO ADDRESS
THE CAUSE OF THE DEPOSITION. DIVISION STAFF MAY WAIVE THE
REQUIREMENT FOR A WRITTEN REPORT ON A CASE -BY -CASE BASIS.
• IF THE STREAM IS NAMED ON THE NC 303(D) LIST AS IMPAIRED FOR
SEDIMENT -RELATED CAUSES, THE PERMITTEE MAY BE REQUIRED TO
PERFORM ADDITIONAL MONITORING, INSPECTIONS OR APPLY MORE
STRINGENT PRACTICES IF STAFF DETERMINE THAT ADDITIONAL
REQUIREMENTS ARE NEEDED TO ASSURE COMPLIANCE WITH THE
FEDERAL OR STATE IMPAIRED -WATERS CONDITIONS.
(B) OIL SPILLS AND RELEASE OF
HAZARDOUS SUBSTANCES
PER ITEM 1(B)-(C) ABOVE
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION. THE
NOTIFICATION SHALL INCLUDE INFORMATION ABOUT THE DATE, TIME,
NATURE, VOLUME AND LOCATION OF THE SPILL OR RELEASE.
(C) ANTICIPATED BYPASSES [40
CFR 122.41(M)(3)]
• A REPORT AT LEAST TEN DAYS BEFORE THE DATE OF THE BYPASS,
IF POSSIBLE. THE REPORT SHALL INCLUDE AN EVALUATION OF THE
ANTICIPATED QUALITY AND EFFECT OF THE BYPASS.
(D) UNANTICIPATED BYPASSES
[40 CFR 122.41(M)(3)]
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION.
• WITHIN 7 CALENDAR DAYS, A REPORT THAT INCLUDES AN
EVALUATION OF THE QUALITY AND EFFECT OF THE BYPASS.
(E) NONCOMPLIANCE WITH THE
CONDITIONS OF THIS PERMIT
THAT MAY ENDANGER
HEALTH OR THE
ENVIRONMENT [40 CFR
122.41(L)(7)]
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION.
• WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A DESCRIPTION
OF THE NONCOMPLIANCE, AND ITS CAUSES; THE PERIOD OF
NONCOMPLIANCE, INCLUDING EXACT DATES AND TIMES, AND IF THE
NONCOMPLIANCE HAS NOT BEEN CORRECTED, THE ANTICIPATED TIME
NONCOMPLIANCE IS EXPECTED TO CONTINUE; AND STEPS TAKEN OR
PLANNED TO REDUCE, ELIMINATE, AND PREVENT REOCCURRENCE OF
THE NONCOMPLIANCE. [40 CFR 122.41(L)(6).
• DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT
ON A CASE -BY -CASE BASIS.
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY: M. KARMANOCKY
CHECKED BY:
A. BABSON
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
nston-Salem • Forsyth County
er Sewer • Solid Waste Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
GENERAL
NCG01 INSPECTION, RECORD KEEPING AND REPORTING
DATE:
J U N E 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
G6

NO-A-30
READ
-A-31
,READ
441111111
1111iNuammi
SO-A-08
REQD
SO-A-
REQD (
•
9
REV
OVE)
OPT-SO-01
OPTION
NO-A-32
REQD
C11
OPTION
NO-A-33
REQD
SO-A-06
REQD
-A-34
QD NO-A-35
REQD REQD
ON
0-04
TEMPORARY
CONSTRUCTION
ENTRANCE
FIDDLE REEK
PT -SO
TION
PTION
29
CHAUCER ROAD
O-A 38
-37
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NO-A-
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t
41,21
ONNECTION G,
DWG C24
PLAN
1" = 300'
MANHOLE ABANDONMENT NOTES:
1. REFER TO DWG G8 FOR MANHOLE ABANDONMENT SCHEDULE AND NOTES.
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
SO-A-01
REQD
0
1/2"
PLAN
1" = 300'
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
TION I,
G C25
OPT-SO-14
OPTION
OPT-SO-13
OPTION
OPT-SO-15
OPTION
SO-A-11
REQD (REMOVE)
OPT-SO-16
OPTION
NNECTION H,
WG C22
SO-A-
EQD EMOVE)
OPT-SO-17
OPTION
FIDDLERS CREEK
GRAVITY OUTFALL
OPT-SO-18
OPTION
OPT-SO-19
OPTION
OPT-SO-20
OPTION
OPT-SO-21
OPTION
REQL
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-SO-26
ON
PTION
GENERAL
MANHOLE ABANDONMENT PLAN-1
DATE:
HAZEN NO.:
CONTRACT NO.:
DRAWING
NUMBER:
J U N E 2022
32550-000
G7

REQUIRED MANHOLES TO ABANDON
ALTERNATE BID ITEM: ADDITIONAL
MANHOLES TO ABANDON
NO
MH NAME
RIM ELEV.
EX. GRADE
MH DIA (FT)
INV. ELEV.
PIPE INV. OUT
PIPE INV. OUT
DIA.
CONNECTED
PIPES
PIPE INV. IN
PIPE INV. IN
DIA.
1
NO-A-01
743.3
742.1
4
738.3
738.33
(ABANDONED)
21
1
(ABANDONED)
21
2
NO-A-02
746.1
744.1
4
738.5
738.5
21
2
738.6
21
3
NO-A-03
747.2
745.3
4
739.5
739.5
21
2
739.6
21
4
NO-A-04
748.3
748.0
4
740.8
740.8
21
2
740.8
21
5
NO-A-05
750.0
747.1
4
741.1
741.1
21
3
741.3
741.8
18
18
6
NO-A-06
749.9
746.0
4
742.5
742.5
18
2
742.5
18
7
NO-A-07
750.2
747.0
4
743.4
743.4
18
2
743.4
18
8
NO-A-08
752.4
750.5
4
744.8
744.8
18
2
744.8
18
9
NO-A-09
754.1
751.0
4
745.6
745.6
18
2
745.7
18
10
NO-A-10
754.6
752.4
4
746.6
746.6
18
2
746.6
18
11
NO-A-11
754.9
753.4
4
747.2
747.2
18
2
747.2
18
12
NO-A-12
756.9
755.5
4
749.3
749.3
18
2
749.3
18
13
NO-A-13
758.4
757.0
4
751.0
751.0
18
2
751.0
18
14
NO-A-14
759.7
758.2
4
751.8
751.8
18
2
751.8
18
15
NO-A-15
759.7
758.0
4
752.4
752.4
18
2
752.5
18
16
NO-A-16
760.7
759.0
4
753.0
753.0
18
2
753.0
18
17
NO-A-17
761.9
759.0
4
754.2
754.2
18
2
754.3
18
18
NO-A-18
762.1
760.0
4
754.7
754.7
18
2
754.8
18
19
NO-A-19
762.5
762.4
4
755.2
755.2
18
2
755.2
18
20
NO-A-20
762.2
760.0
4
755.4
755.4
18
2
755.4
18
21
NO-A-21
762.4
761.0
4
755.5
755.5
18
2
755.6
18
22
NO-A-22
762.8
761.6
4
756.1
756.1
18
2
756.2
18
23
NO-A-23
763.9
762.6
4
756.5
756.5
18
2
756.5
18
24
NO-A-24
766.6
766.6
4
756.9
756.9
18
2
757.0
18
25
NO-A-25
764.6
764.6
4
756.7
756.7
18
2
756.8
18
26
NO-A-26
764.5
763.0
4
757.1
757.1
18
2
757.2
18
27
NO-A-27
771.4
770.7
4
757.1
757.1
18
2
757.1
18
28
NO-A-28
770.4
766.5
4
757.1
757.1
18
3
757.2
757.5
15
12
29
NO-A-29
766.5
763.6
4
757.7
757.7
15
2
757.67
15
30
NO-A-30
766.8
763.4
4
757.9
757.9
15
3
757.9
759.7
15
8
31
NO-A-31
766.3
764.0
4
758.1
758.1
15
2
758.1
15
32
NO-A-32
767.6
766.0
4
759.8
759.8
15
2
759.8
15
33
NO-A-33
773.4
769.1
4
761.5
761.5
15
2
761.5
15
34
NO-A-34
771.3
769.4
4
763.1
763.1
15
2
763.1
15
35
NO-A-35
771.5
771.1
4
763.7
763.7
15
2
763.8
15
36
NO-A-36
770.2
769.0
4
764.1
764.1
15
2
764.2
15
37
NO-A-37
771.3
770.5
4
765.3
765.3
15
2
765.3
15
38
NO-A-38
772.2
771.8
4
766.0
766.0
15
2
766.1
15
39
NO-A-39
773.1
771.6
4
766.5
766.5
15
3
767.1
766.8
16
12
40
NO-A-40
772.8
770.0
4
767.3
767.3
16
2
767.3
18
41
NO-A-41
773.9
771.0
4
767.6
767.6
18
2
767.7
18
42
SO-A-01
773.9
771.9
5
764.5
764.5
30
2
764.6
30
43
SO-A-02
774.0
772.0
5
764.0
764.0
30
1
764.0
30
44
SO-A-03
773.0
771.0
5
764.0
764.0
30
1
764
30
45
SO-A-04
772.6
770.6
5
763.2
763.2
30
2
763.2
30
46
SO-A-05
772.0
770.0
5
762.0
762.0
30
1
762.0
30
47
SO-A-06
768.7
766.7
5
755.5
755.7
30
3
758.6
755.8
10
30
48
SO-A-07
767.0
765.0
5
755.3
755.3
30
2
755.5
30
49
SO-A-08
766.5
764.5
5
754.8
754.8
30
2
755.0
30
50
SO-A-09
(REMOVE)
764.7
762.7
5
N/A
754.2
30
N/A
N/A
N/A
51
SO-A-10
(REMOVE)
759.0
757.0
5
N/A
747.6
30
N/A
N/A
N/A
52
S O-A-11
(REMOVE)
756.4
754.4
5
N/A
745.0
30
N/A
N/A
N/A
53
SO-A-12
760.3
758.3
5
744.6
744.6
30
2
744.600
30
54
SO-A-13
765.6
763.6
5
744.3
744.3
30
4
756.9
744.4
747.3
12
30
12
55
SO-A-14
746.7
744.7
5
731.5
731.5
30
2
734.9
21
56
SO-A-15
745.0
743.0
5
731.5
731.5
30
2
731.6
30
57
SO-A-16
745.0
743.0
5
730.5
730.5
30
2
731.1
30
58
SO-A-17
744.0
742.0
5
729.6
729.6
18
2
730.0
30
NO
MH NAME
RIM ELEV.
EX. GRADE
MH DIA.
(FT)
INV. OUT.
INV IN.
PIPE SIZE (IN)
1
OPT-SO-01
743.9
741.9
5
732.7
732.7
30
2
OPT-SO-02
745.6
743.6
5
733.9
733.9
30
3
OPT-SO-03
746.0
744.0
5
735.1
735.1
30
4
OPT-SO-04
747.9
745.9
5
736.0
736.0
30
5
OPT-SO-05
751.8
749.8
5
737.3
737.3
30
6
OPT-SO-06
752.2
750.2
5
737.9
737.9
30
7
OPT-SO-07
748.8
746.8
5
738.6
738.6
30
8
OPT-SO-08
748.6
746.6
5
739.5
739.5
30
9
OPT-SO-09
752.0
750.0
5
740.8
741.1
30
10
OPT-SO-10
752.8
750.8
5
741.9
741.9
30
11
OPT-SO-11
753.8
751.8
5
742.6
742.6
30
12
OPT-SO-12
755.0
753.0
5
743.5
743.5
30
13
OPT-SO-13
757.0
755.0
5
746.4
746.4
30
14
OPT-SO-14
758.1
756.1
5
746.9
746.9
30
15
OPT-SO-15
758.0
756.0
5
747.7
747.7
30
16
OPT-SO-16
759.0
757.0
5
748.4
748.4
30
17
OPT-SO-17
761.0
759.0
5
749.5
749.5
30
18
OPT-SO-18
765.8
763.8
5
749.9
749.9
30
19
OPT-SO-19
764.4
762.4
5
750.5
750.5
30
20
OPT-SO-20
762.0
760.0
5
751.3
751.3
30
21
OPT-SO-21
763.1
761.1
5
751.6
751.6
30
22
OPT-SO-22
764.7
762.7
5
751.9
751.9
30
23
OPT-SO-23
765.5
763.5
5
752.6
752.6
30
24
OPT-SO-24
765.0
763.0
5
753.2
753.2
30
25
OPT-SO-25
765.6
763.6
5
753.5
753.5
30
26
OPT-SO-26
765.0
763.0
5
754.3
754.3
30
27
OPT-SO-27
765.1
763.1
5
754.8
754.8
30
28
OPT-SO-28
769.0
767.0
5
757.6
757.6
30
29
OPT-SO-29
769.9
767.9
5
757.8
759.7
30
30
OPT-SO-30
770.0
768.0
5
760.8
760.8
30
MANHOLE ABANDONMENT NOTES:
1. 'REQUIRED MANHOLES TO ABANDON' SHALL BE ABANDONED AS PART OF THIS PROJECT.
2. 'OPTIONAL MANHOLES TO ABANDON' (OPT-SO-XX) MAY BE ABANDONED AS PART OF THIS PROJECT
AT THE OWNERS DISCRETION.
3. ALL MANHOLES SHALL BE ABANDONED PER IN -PLACE MANHOLE ABANDONMENT DETAIL ON DWG D8.
4. VICINITY MAP OF REQUIRED AND OPTIONAL MANHOLES TO BE ABANDONED LOCATED ON DWG G7.
5. REQUIRED AND OPTIONAL MANHOLES TO BE ABANDONED ARE LABELED ON INDIVIDUAL PLAN AND
PROFILE SHEETS.
6. MANHOLE INFORMATION FOR 'OPTIONAL MANHOLES TO ABANDON' WAS OBTAINED FROM WSFCUC
GIS RECORDS AND AS -BUILT DRAWINGS.
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY: M. KARMANOCKY
CHECKED BY:
A. BABSON
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
nston-Salem • Forsyth County
er Sewer • Solid Waste Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
GENERAL
MANHOLE ABANDONMENT PLAN-2
DATE:
J U N E 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
G8

EX. 6" CI SEWER LATERAL PER SOUTH FORK IMPR ME S RECORD
DRAWI GS ( WG C26)
REMOVE EX. LATERAL AND REINSTATE SERVICE AT MH-01 AT el' 0+47
PER'6" SEWER CONNECTION' DETAIL (75 LF±) ON DETAIL SHEET
CORE DRILL MH-01 FOR CONNECTION AS NEEDED.
REPAIR EX. SSMH
REFER TO SHEETS C26 & C27 FOR SOUTH
FORK IMPROVEMENTS RECORD DRAWINGS
FOR DETAILS ON TIE-IN MH AND FLOW
DIVERSION STRUCTURE
REMOVE EX. 30" DIP STUB AND MODIFY
MANHOLE TO ACCEPT 36" PIPE
760
750
740
730
720
BKG PROPERTIES, LLC
PIN 6843-03-3446
DB 3211 PG 3108
DB 1374 PG 1683
DB 367 PG 44
SS
REMOVE EX. EWER LATERAL
ABANDONED ER SOUTH FORK
IMPROVEME TS RECORD
DRAWINGS ( WG C26)
MH-02
STA 1+57.45
PROI OSED 5' DIA MANHOLE
RIM LEV = 743.00
STA 0+47.57
OSED 5' DIAIVIANHOLE
V=743.4
BKG PROP RTIES, LLC
PIN 6843\3-3446
DB 3211 P 3108
DB 1374 PG 683
DB 367 PG 4
PROPOSED PERMANENT
30' EASEMENT
CONTRACTOR TO
RESTORE PATH PER
DETAIL C-32-0553
SOUTH FORK MUDDY CREEK
(CLASS C)
EX. WOODEN RAIL
FENCE AND TUBE
GATE (SEE NOTE 2)
FEMA 100-YEAR
FLOODPLAIN
D-2 TEMPORARY
ON EA ENT
8" GA
16" WATER
w
0
TEMPORARY GRAVEL
ENTRANCE/EXIT, TYP
SEE DETAIL C-31-0490
160 LF 54"
STEEL CA
t=0.75" (MIN)
PLAN
1"=40'
BRYAN WILLIAM GUFFEY
GUFFEY PROPERTY MANAGEMENT, LLC
PIN 6843-03-5756 /
0 DB 2974 PG 2558 /
SING PB 12 PG 51
PROPOSED 25' TEMP
CONSTRUCTION EAS
/
/
RIM: 746.12
BRY
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(CLASS C)
LIAM GUFF
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558
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1_RB(RA J. BUTNER
PIN 6843-04-9040
DB 276 PG 2583
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PROFILE
H:1"=40' V:1"=4'
6+00
7+00
8+00
9+00
760
750
740
730
720
10+00
NOTES:
1. COORDINATE RELOCATION OF EXISTING WATER
METER WITH WSFCUC.
2. EXISTING WOODEN RAIL FENCE AND TUBE GATE
SHALL REMAIN DURING CONSTRUCTION AS
NECESSARY TO SECURE THE EASEMENT DURING THE
PROJECT. AT PROJECT COMPLETION, THE FENCE
AND GATE SHALL BE REPLACED PER THE FENCING
AND FENCE GATE DETAIL ON DWG D2.
3. IF ENCOUNTERED, REMOVE EXISTING ABANDONED
SANITARY SEWER AS NECESSARY TO INSTALL
PROPOSED LINE AND DISPOSE OFFSITE.
1"=4'-0"
1"=40'-0"
4 2 0 4'
40 20 0 40'
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY: J. GREENE
DRAWN BY: M. KARMANOCKY
Hazen
inston-Salem • Forsyth County
ater • Sewer • Solid Waste Disposal
PLAN AND PROFILE
DATE: JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
CHECKED BY: A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
FIDDLERS CREEK
GRAVITY OUTFALL
STA 0+00 TO STA 10+00
DRAWING
NUMBER:
C1

n
n
A
PLOT DATE: 6/8/2022 1:10 AM
n
MILTON L. MISENHEIMER
MARY K. MISENHEIMER
PIN 6843-03-8953
DB 2287 PG 2631
PB 12 PG 51
N/
co
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BARBARA J. BUTNER
PIN 6843-04-9040
DB 2764 PG 2583
PB 12 PG 51
4
D 5' DIA MANHOLE
EV = 747.47
CHARLES M. REID, JR
PATRICAL R. BURNETT
PIN 6843-14-0029
DB2916PG718
PB 12 PG 51
�v REPL `6'
WOODEN FEN
(45 LF±)
A-03
SSMH ?4S
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740 �TEN '
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_CANNY NORMAN
PIN 6843-13-4668
74_— DB3165PG38 —__
f H: 733.850 - B 1,2,PG 51
SO-02 (5'0)
760
VENT
ELEV: 751.15
750
740
730
725
10+00
FLOODWAY
A4S
36"SEWE
EIP
ON FENCE AND
SEE DETAILS
/ MICHAEL GEORGE WEDDE
PIN 6843-14-0196
DB 3387 PG 4049
PB 12 PG 51
FEMA 100-YEAR
FLOODPLAIN
•..13+47.83 ?.45"SILT F
�.. PROPOSED 5''DIA MANHOLE
-PTM E-EV.= 745.57 �.•.
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TH S. W 'Y
PIN 6843-14-127
DB 808 PG 338
P,112PG51
CONFIRM
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CE, TYP
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40 STABILIZEQOUT�T
FIDDLER'S
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CREEK "� SEEJJETAIL�E-39'64i53�....
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146
745
/,
40' RAN
JAMES CURTISS BRAND
LINDA N. BRAND
PIN 6843-14-7944
DB 1860 PG 3424
PB12PG51 \
FIBER FILTRATION TUBES
N. SE DETAIL C-31-0424
TEMPORARY GRAVEL
N ENTRANCE/EXIT, TYP
SEE DETAIL C-31-0490
JOSEPH WESLEY DAVIS
PIN 43 14-2373
DB 259 G 3359
PB12P
25' TEMPORARY
CONSTRUCTION EASE 1 T
STA
PROPOSED 5'
RIM ELEV = 748.76
REMOVE TREES
WITHIN EASEMENT
PLAN
1"=40'
.EX. GA
�•TE
\
CONNECTION 'A'
E DWG C20
N
FEMA 100-YEAR /
FLOODPLAIN
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MH-08
AWAKENED, INC
PIN 6843-16-8290
DB 2997 PG 3176
STA = 18+46. '4
PROPOSED 6' DIA DR
RIM ELEV = 749.10
MANHOL
4 NOTff:
AM 2
l PIP CROSSING 2
PERENNIAL UT TO
ERS CREEK'
ONCRE E ANTI- \
EEPAGE COLLAR, T� 750
4I('44\ I*1101
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16+00
17+00
18+00
19+00
760
750
740
730
725
20+00
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1. RECONNECT EXISTING LATERAL FROM PARCEL 9 TO
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DRILL SSMH FOR CONNECTION AS NEEDED.
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THE EXISTING SEWER MAIN TO BE ABANDONED. IF SO, THEN
RECONNECT PARCEL 8 TO PROPOSED MH AT STA 13+47 PER
CORRECT 'SEWER CONNECTION' DETAIL ON DETAIL SHEET D2.
CORE DRILL EXISTING SSMH FOR CONNECTION AS NEEDED. IF
ON SEPTIC, SEE NOTE 4.
. COORDINATE WITH PROPERTY OWNER (PARCEL 9) AND DUKE
ENERGY PRIOR TO REMOVAL OF GARAGE AND LEAN-TO FOR
DISCONNECTING ELECTRICAL SERVICE. ALL REMOVED
MATERIAL SHALL BE PROPERLY DISPOSED OF OFFSITE.
. VERIFY LOCATIONS OF TAIL LINES FOR SEPTIC SYSTEMS FOR
PARCELS 4 TO 7. RESTORE TAIL LINES TO EXISTING
CONDITIONS IF OWNER DOES NOT WANT TO CONNECT TO
PROPOSED SEWER. COORDINATE WITH WSFCUC IF OWNER
WOULD LIKE TO CONNECT TO PROPOSED SEWER
. EXISTING GATE SHALL REMAIN DURING CONSTRUCTION AS
NECESSARY TO SECURE THE EASEMENT DURING THE
PROJECT. AT PROJECT COMPLETION, THE GATE SHALL BE
REPLACED PER THE FENCE GATE DETAIL ON DWG D2.
STREAM CROSSING 19+OOA
TEMPORARY PUMP AROUND CREEK CROSSING (DETAIL
C-35-0700, DWG D5). OPEN TRENCH PIPE INSTALLATION.
PERMANENT RIPRAP STREAM STABILIZATION USING CLASS 2
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BE USED FOR MAINTENANCE CROSSING.
7. STREAM CROSSING 19+00B
TEMPORARY PUMP AROUND CREEK CROSSING (DETAIL
C-35-0700, DWG D5). PERMANENT STREAM MAINTENANCE
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DWG D4)
REMOVE EXPOSED SECTION OF EXISTING 18-INCH DIP SS
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40 20 0 40'
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ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M, KARMANOCKY
CHECKED BY:
A. BABSON
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ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
inston-Salem • Forsyth County
ater • Sewer • Solid Waste Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
PLAN AND PROFILE
STA 10+00 TO STA 20+00
DATE:
JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
C2

PLOT DATE: 6/8/2022 1:11 AM
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H:1"=40' V:1"=4'
770
760
750
740
730
00
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ENGINEER:
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CHECKED BY:
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Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
inston-Salem • Forsyth County
ater • Sewer • Solid Waste Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
PLAN AND PROFILE
STA 20+00 TO STA 30+00
DATE:
JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
C3

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32+00
33+00
34+00
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36+00
37+00
38+00
39+00
770
760
750
"SS
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740
730
40+00
Q
NOTES:
1. EXISTING FENCE AND GATE SHALL REMAIN DURING
CONSTRUCTION AS NECESSARY TO SECURE THE
EASEMENT DURING THE PROJECT. AT PROJECT
COMPLETION, THE FENCE AND GATE SHALL BE
REPLACED ACROSS THE WIDTH OF THE PERMANENT
EASEMENT PER THE FENCING AND FENCE GATE
DETAIL ON DWG D2.
1"=4'-0"
1"=40'-0"
4 2 0
4'
40 20 0
40'
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ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M. KARMANOCKY
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
-Salem • Forsyth County
ater • Sewer Solid Waste Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
PLAN AND PROFILE
STA 30+00 TO STA 40+00
DATE:
JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
C4

PLOT DATE: 6/8/2022 1:14 AM
---/.
770
760
750
740
730
\j
A
!CHARD H. J ES, TRUSTEE
PIN 6843-2 -89
DB 2789 PG 2911
/13\
RICHARD HOIT JONES, TRUSTEE
PI 6843-25-8982
D 789 PG 2911
•
755
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TYP, SEED AIL C-31-0404
MH-15
STA 42+03.39
PROPOSED 5' DIA HOL
IM ELEV = 752.70
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MARCUS S. VESTAL
CHRISTINE E. VESTAL
PIN 6843-26-8368
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CHRISTIAN ANN COLEY
PIN 6843-36-0482
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PIN 6843-37-6401
DB 1669 PG 1798
WIND VILLAS
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PIN 6843-36-6261
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40+00
41+00
42+00
43+00
44+00
45+00
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H:1"=40' V:1"=4'
46+00
47+00
48+00
49+00
i
770
760
750
740
730
50+00
2l/
CONNECTION 'I'
SEE DWG C25
VENT
ELEV: 761.0
1"=4'-0"
1"=40'-0"
4 2 0
4'
40 20 0
40'
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M. KARMANOCKY
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
inston-Salem • Forsyth County
ater • Sewer • Solid Waste Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
PLAN AND PROFILE
STA 40+00 TO STA 50+00
DATE:
JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
C5

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760
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740
730
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PIN 684 -36-6261
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PIN 6843-37-640
DB 1669 PG 17
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OPT -
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M: 756.00
PLAN
1"=40'
36" TEMPORARY SLOPE DRAIN P
W/ FFT INLET PROTECTION &
RIP -RAP OUTLET STABILIZATION
SEE DETAILS:
C-22-0315
C-22-0312
C-22-0481
PO . D 36" SEW. R
MH-20
ST
2+79.10
'EU 5' DIA MANHOLE
RIM ELE =
TRANSMISSION
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FOR SILT FNCE, TYP
SEE DETAIL C-31-0403
RMONY
NG, LLC
6843 = 813
PG 21
RIM: 756.
HE -
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REID NOLAN REAL ESTATE, INC
PIN 6843-37-6401
DB 1669 PG 1798
755
o
S A 55+34.11
ROPOSED 6'. 'IA MANHOL
RIM ELEV = 7 9
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PUB
FUTU
STA 56+99.45
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R- DLEV = 756. LOB
NO-A-12
EX SSMH
(TO BE ABANDONED)
RIM: 756.92
/ /
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1"=40'
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54+00
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56+00
57+00
58+00
59+00
770
760
750
740
730
60+00
1"=4'-0"
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4'
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ENGINEER:
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DATE
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IF THIS BAR DOES NOT
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Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
inston-Salem • Forsyth County
ater • Sewer • Solid Waste Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
PLAN AND PROFILE
STA 50+00 TO STA 60+00
DATE:
JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
C6

PLOT DATE: 6/8/2022 1:17 AM
FIBER
SEE DET
770
760
750
740
735
FLOODWAY
770
PROPOSED 30'
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A
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210
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SEE DET
C-31-0440
C-31-0470
C-31-0424
STA 63+51.04
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62+00
63+00
64+00
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H:1"=40' V:1"=4'
66+00
67+00
68+00
69+00
770
760
750
740
735
70+00
NOTES:
1. BURY BOULDERS INSIDE TEMPORARY
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1"=4'-0"
1"=40'-0"
4 2 0
4'
40 20 0
40'
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
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Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
inston-Salem • Forsyth County
ater • Sewer • Solid Waste Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
PLAN AND PROFILE
STA 60+00 TO STA 70+00
DATE:
JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
C7

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780
770
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750
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TREE PROTECTION FENCE AND
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71+00
72+00
73+00
74+00
75+00
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H:1"=40' V:1"=4'
76+00
77+00
78+00
79+00
780
770
760
750
740
80+00
NOTES:
1. EXISTING GATE SHALL REMAIN DURING CONSTRUCTION
AS NECESSARY TO SECURE THE EASEMENT DURING THE
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REPLACED PER THE FENCE GATE DETAIL ON DWG D2.
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KIND AT COMPLETION OF CONSTRUCTION ACTIVITIES.
1"=4'-0"
1"=40'-0"
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4'
40 20 0
40'
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY: J. GREENE
DRAWN BY: M. KARMANOCKY
CHECKED BY: A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
inston-Salem • Forsyth County
ater • Sewer • Solid Waste Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
PLAN AND PROFILE
STA 70+00 TO STA 80+00
DATE:
JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
C8

FEMA AR
FLOODPLAIN
FIB ' FI RATION TUBES
SEE D. AIL C-31-0424
MH-33
STA 8 +51.56
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82+00
83+00
84+00
85+00
PROFILE
H:1"=40' V:1"=4'
86+00
87+00
88+00
89+00
780
770
760
750
740
90+00
TEMPORARY GRAVEL
ENTRANCE/EXIT, TYP
SEE DETAIL C-31-0490
NOTES:
1. CONTRACTOR SHALL COORDINATE TO
HAVE THE EXISTING OHE POLE
RELOCATED BY UTILITY OWNER.
. REINSTATE SEWER SERVICES FROM
PARCELS 17 AND 18 TO TERMINAL
MANHOLE OF CONNECTION B, DWG C20
3. STREAM CROSSING 89+00
TEMPORARY PUMP AROUND CREEK
CROSSING (DETAIL C-35-0700, DWG D5).
OPEN TRENCH PIPE INSTALLATION.
PERMANENT RIPRAP STREAM
STABILIZATION USING CLASS 2 RIPRAP AT
24 INCH DEPTH (DETAIL C-22-0310, DWG
D5). NOT TO BE USED FOR MAINTENANCE
CROSSING.
. CONTRACTOR SHALL MAINTAIN ACCESS
TO MEADOW DRIVE AT ALL TIMES, WHICH
INCLUDES THE POSSIBILITY OF
MAINTAINING ACTIVE SHORING.
1"=4'-0"
1"=40'-0"
4 2 0 4'
40 20 0 40'
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M. KARMANOCKY
Hazen
inston-Salem • Forsyth County
ater • Sewer • Solid Waste Disposal
PLAN AND PROFILE
DATE:
JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
FIDDLERS CREEK
GRAVITY OUTFALL
STA 80+00 TO STA 90+00
DRAWING
NUMBER:
C9

MH-39
STREAM CROSSING 91+
PR•V IE PERMANENT S EAM STABILI
WIT. RE PER DET
STA 90+
NA GREE ERONET C125 0
6?
780
770
760
750
740
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APPR
EX. GA
(SE 0
EX 15" SS
LEV
gG1/404 NOTE:
STREAM 7
PIPE CROSSING 8
PERENNIAL UT TO
IDDLERS CREEK
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R SILT FENCE, TYP
DETAIL C-31-040
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410
1900
12 PG 152
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765 - N GU M RA
PIN 6843-68-46
DB 346 PG 1865
PB 12 PG
/
775
/-IDDLERS CREEK
APARTMENTS OF NC, LLC
PIN 6843-78-0221
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90+00
91+00
92+00
93+00
94+00
95+00
PROFILE
H:1"=40' V:1"=4'
96+00
97+00
98+00
99+00
780
770
760
750
740
100+00
NOTES:
1. RECONNECT EXISTING LATERAL FROM PARCEL 21 TO
PROPOSED MH AT STA 95+75 PER CORRECT' SEWER
CONNECTION' DETAIL (80 LF±) ON DETAIL SHEET D2.
CORE DRILL SSMH FOR CONNECTION AS NEEDED.
2. CONFIRM EXISTENCE AND LOCATION OF OUTLET PIPE
WITH PROPERTY OWNER. IF ENCOUNTERED, REPLACE
SECTION OF DISTURBED OUTLET PIPE WITHIN PROJECT
AREA IN KIND AT COMPLETION OF CONSTRUCTION
ACTIVITIES.
3. EXISTING GATE SHALL REMAIN DURING CONSTRUCTION
AS NECESSARY TO SECURE THE EASEMENT DURING
THE PROJECT. AT PROJECT COMPLETION, THE GATE
SHALL BE REPLACED, AND FENCE ADDED ACROSS THE
WIDTH OF THE EASEMENT, PER THE FENCE AND FENCE
GATE DETAILS ON DWG D2.
4. CONCRETE DEBRIS PILE SHALL BE DISPOSED OF
OFFSITE ACCORDING TO ALL LOCAL, STATE AND
FEDERAL REGULATIONS.
f
1"=4'-0"
1"=40'-0"
4 2 0 4'
40 20 0 40'
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M. KARMANOCKY
Hazen
inston-Salem , Forsyth County
ater • Sewer • Solid Waste Disposal
PLAN AND PROFILE
DATE: JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
FIDDLERS CREEK
GRAVITY OUTFALL
STA 90+00 TO STA 100+00
DRAWING
NUMBER:
C10

780
770
760
750
745
100+00
ZED
FENCE, T
SEE DETAIL C-31-0403 16
ICED
790
ONNECTION
S - DWG C24
A
CHARLES C. PHILLIPS JR
PIN 6843-79-7057
DB 3097 PG 2029
PLAN
1"=40'
785
TEM`ORAERM, TYP
SEE DETAILS:
C-31-0440
C-31-
AR
•
EXIST 10' SEW
EASEMENT
MH-44
STA 107+10.8
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RIM ELEV=/766.4
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PROPOSED 5' DIA MANHOLE
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0' OLSEMENT
PLAN
1"=40'
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PERMANENT EASEMENT
FLOODWAY
PROPOSED
36" SEWER
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403
NCE AND
HARLES C.
DB 309
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101+00
102+00
103+00
104+00
105+00
PROFILE
H:1"=40' V:1"=4'
106+00
107+00
108+00
109+00
780
770
760
750
745
110+00
1"=4'-0"
1"=40'-0"
4 2 0
4'
40 20 0
40'
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M. KARMANOCKY
Hazen
inston-Salem • Forsyth County
ater • Sewer • Solid Waste Disposal
PLAN AND PROFILE
DATE:
JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
FIDDLERS CREEK
GRAVITY OUTFALL
STA 100+00 TO STA 110+00
DRAWING
NUMBER:
C11

A
INA O. COOK HEIRS
PIN 6844-70-2398
DB 581 PG 429
FEMA 100-YE
FLOODPLA
TREE P
TYP, S
7
780
770
760
750
745
O
29
N ,TYP
DETAIL C-31-0403
NO-A-35
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68
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LEWIS F. MITCHELL JR
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4-80-2132
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PIN 6843-89-2285
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DB 3339 PG 815
DB 1274 PG 1762
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800
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780
785
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110+00
111+00
112+00
113+00
114+00
115+00
PROFILE
H:1"=40' V:1"=4'
116+00
117+00
118+00
119+00
780
770
760
750
745
120+00
NOTES:
1. EXISTING FENCE AND GATE SHALL REMAIN DURING
CONSTRUCTION AS NECESSARY TO SECURE THE
EASEMENT DURING THE PROJECT. AT PROJECT
COMPLETION, THE GATE AND FENCE SHALL BE
REPLACED ACROSS THE PERMANENT EASEMENT PER
THE FENCE AND FENCE GATE DETAILS ON DWG D2.
1"=4'-0"
1"=40'-0"
4 2 0
4'
40 20 0
40'
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M. KARMANOCKY
Hazen
-Salem • Forsyth County
ater • Sewer Solid Waste Disposal
PLAN AND PROFILE
DATE: JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
FIDDLERS CREEK
GRAVITY OUTFALL
STA 110+00 TO STA 120+00
DRAWING
NUMBER:
C12

TREE PROTECTION FENCE,
TYP, SEE DETAIL C-31-0404
GRADE SLOPE PER STEEP
EMBANKMENT SECTION
SEE DETAIL 1 ON DWG D5
INSTALL RECP ALONG SLOPE
STA 120+00 TO STA 121+50
SEE DETAIL 1/D5
FEMA 100-YEAR
FLOODPLAIN
790
780
770
760
750
•
NEW
SEE DWG C,Z3
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TR'N E/ XI T CO . RU&TION EASEME T
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CONNECTION "D"
SEE DWG C21
STR: AM CROSSING 123+75
NT STREAM STABI '.TIO
ECM PER DET' C-31-o- 0
TA 12 +55+ 4 T' 124+ "5±
C1250'
MH-52
STA 123+03.60
PROPOSED 6' DIA MANHOLE
RIM ELEV = 772.80
20'X20'
ING PIT
401/404 NOTE:
STREAM 9
PIPE CROSSING 13
PERENNIAL UT TO FIDDLERS CREEK
STREAM CROSSING 123+50
SEE NOTE 3
CONCRETE ANTI- PROPOSED P
SEEPAGE COLLAR, TYP EASEMEN
ECCHIONE
844-90=3370
11 PG 1406
PLAN
1"=40'
CHRISTOPHER VECCHIONE
PIN 6844-90-3370
DB 3211 PG 1406
MANENT
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HOLE
PROPOSED 36" SEWER
PROPOSED 25'
PERMANENT EAS: ENT
FEMA 100-YEAR
FLOODPLAIN
-
MH-54
STA 127+56.04
PROPOSED 5' DIA MANHOLE
RIM ELEV = 771.79
NO-A-4 7
EX SSMH
(TO BE ABANDONED)
RIM: 773.90
SEE NOTE 2
MH-55
STA 129+16.63
PROPOSED 6' DIA MAN
RIM ELEV = 772.54
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120+00
121+00
122+00
123+00
124+00
125+00
PROFILE
H:1"=40' V:1"=4'
126+00
127+00
128+00
129+00
790
780
770
760
750
130+00
NOTES:
1. PROVIDE WATERTIGHT RESTRAINED PLUG AND
A MIN 6' LONG PRESSURE TREATED 4X4 3'
ABOVE FINISHED GRADE TO LOCATE END OF
PIPE.
2. UTILIZE EX. EASEMENT TO ABANDON SSMH.
3. STREAM CROSSING 123+50
TEMPORARY PUMP AROUND CREEK CROSSING
(DETAIL C-35-0700, DWG D5). OPEN TRENCH
PIPE INSTALLATION. PERMANENT RIPRAP
STREAM STABILIZATION USING CLASS A RIPRAP
AT 18-INCH DEPTH (DETAIL C-22-0310, DWG D5).
NOT TO BE USED FOR MAINTENANCE
CROSSING.
1"=4'-0"
1"=40'-0"
4 2 0
4'
40 20 0
40'
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M. KARMANOCKY
Hazen
inston-Salem • Forsyth County
ater • Sewer • Solid Waste Disposal
PLAN AND PROFILE
DATE:
JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
FIDDLERS CREEK
GRAVITY OUTFALL
STA 120+00 TO STA 130+00
DRAWING
NUMBER:
C13

CONNECTION 'B' NOTES:
i
:I'
4
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ill 111.*:41144.
760
750
740
730
725
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T ROTECTION FENCE,
TYP, S "D'E I RTL C-31 a404
N
NO-A-05
EX SSMH
(TO BE ABANDONED)
RIM: 750.02
A
JAMES CURTISS BRAND
LINDA N. BRAND
PIN 6843-14-7944
DB 1860 PG 3424
PB 12 PG 51
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Hazen
-Salem • Forsyth County
ater • Sewer Solid Waste Disposal
PLAN AND PROFILE
DATE: JUNE 2022
HAZEN NO.:
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HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
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PIN 6843-57-0210
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DB 107 PG 148
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ENGINEER:
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DESIGNED BY:
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DRAWN BY:
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Hazen
inston-Salem • Forsyth County
ater • Sewer • Solid Waste Disposal
PLAN AND PROFILE
DATE:
JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
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A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
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HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
FIDDLERS CREEK
GRAVITY OUTFALL
CONNECTIONS E, H AND A-1
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Hazen
inston-Salem , Forsyth County
ater • Sewer • Solid Waste Disposal
PLAN AND PROFILE
DATE:
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ENGINEER: B. BENNETT
inston-Salem • Forsyth County
aste Disposal
Water • Sewer . Solid Wazen •
P LAN AND PROFILE
CONNECTION G
DATE JUNE 2022
HAZEN NO.: 32550-000
DESIGNED BY: J. GREENE.
DRAWN BY: MKARMANOCKY
CONTRACT NO.:
FIDDLERS CREEK
GRAVITY OUTFALL
-
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
CHECKED BY: A. BABSON
DRAWINGNUMBER:
C24
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
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DATE
BY
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H:1"=40' V:1"=4'
5+00
6+00
7+00
790
780
770
LACE UP TO 2OLF OF
STING 8" VCP WITH 8" VCP
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AIL 1/D3
760
750
8+00
1"=4'-0"
1"=40'-0"
4 2 0
4'
40 20 0
40'
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M. KARMANOCKY
Hazen
inston-Salem • Forsyth County
ater • Sewer • Solid Waste Disposal
PLAN AND PROFILE
DATE:
JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
FIDDLERS CREEK
GRAVITY OUTFALL
CONNECTION I
DRAWING
NUMBER:
C25

CITY OF WINSTON-SALEM, NORTH CAROLINA
CITY/COUNTY UTILITY COMMISSION
fnston-Salem • Forsyth County
/County Utilities
ater • Sewer • Solid Waste Disposal
SOUTH FORK
IMPROVEMENTS PROGRAM
ARCHIE
ELLEGE
WWTP -
//
CLEMMONSVILLE RD
CHURCH RD
CONTRACT NO. 2
CCUC PROJECT NO. 710126
H&S PROJECT NO. 32245
SRF NO. CS370399-13
JUNE 2017
RECORD DRAWINGS
WINSTON SALEM
FORSYTH C\
HICKORY 74,4...
pO
TS\
DAVIDSON COUNTY
LOCATION MAP
NOT TO SCALE
SOUTH FORK GRAVITY PIPELINE
(CONTRACT 2)
WALLBURG
IHIS DOCUMEN I ORIGINALLY ISSUED FOR
CONSTRUCTION AND SEALED BY JAMES
N. S1RUVE, SEAL NUMBER 18179. THIS
MEDIA SHALL NOT BE CONSIDERED A
CERTIFIED DOCUMENT
THIS DOCUMENT ORIGINALLY ISSUED FOR
CONSTRUCTION AND SEALED BY ANDREW
S. VANE, SEAL NUMBER 25221. THIS
MEDIA SHALL NOT BE CONSIDERED A
CERTIFIED DOCUMENT
RECORD DRAWING
THIS DRAWING HAS BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR OR ANOTHER
PARTY, BUT NOT VERIFIED BY
THE CERTIFYING ENGINEER
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250,
CHARLOTTE, NC 28273
LICENSE NO. C-0381
FILE = 0:\32245-CHA\32245-000\ Drawings \GEN\32245-GVR-CONIRAGT-2 SAVED BY J91EENE 9 6/B/2017 11:30 AM PLOT BY JGREENE 9 6/4/2017 11:41 AM
RECORD DRAWINGS
In ¢\32215-CH4\32245-000\Oro.i,g \ONL\C7-2.Ewg By.
PERMANENT STREAM CROSSING
WITH CULVERT,
SEE DETAILS 2/D5 AND 2/D4
STA 60+59.30
ANTI -SEEP COLLAR
20 LF 72 CMP SD
9 2.50%
INV IN: 734.50
INV OUT: 734.0
PERMANENT
ARMORFLEX BANK
STABILIZATION
20'L x 10'W x 2'0,
SEE DETAIL 3/D5
760
750
740
720
U
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INV IN
INV OCT:
734.50
734.0
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TIGHT
401.57 42"
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IN:728.51
NV OUT:728.51
42"
INV IN: 729.44 30"
42"
INV IN:728.88 36"
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61+00 62-00
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PIN 6833-93-5541
DB 2135 PG 3326
42" SANITARY SE
62+00
EXISTING 30
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8
TAMMY BARNEYCASTLE WEBSTER
PIN 6843-03-0365
DB 2592 PG 3150
STA 63+09.17
6' DIA MANHOLE
RIM ELEV = 743.11
740_
10' PERMANENT
EASEMENT
PROFILE
HORZ: 1"=40'
VERT: 1 "=4'
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SEE NOTE 1
8--�230" DIP
S46' 11' 00"W
STA 66+11.13
6' DIA MANHOLE
RIM ELEV = 742.73
20' TCE
1
64+00 65+00
S45' 2 �' 09"W..
THE SHADOW GROUP, LLC
PIN 6843-03-3446
DB 2148 PG 859
112 LF 6" CI SEWER
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K4UDDY CREEK =�
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INV IN: 729.17 36" (NE)
INV OUT: 729.12 36" (SW)
PLAN
1"=40'
SSMH ID N0. 7978
RIM=742.37 .
INV IN: 729.53 36(.9E)
729.99 30" (AE)
INV OU 729.43 36" (SW)
66+39
EX 30" CONCRETE SS
EXIST SEWER
LATERAL
PLUG WITH PVC
CAP DR CLASS B
CONCRETE, TYP
760
750
740
730
720
95
PERMANENT ENTRANCE/EXIT,
SEE DWG X4 AND DETAIL
0257701
TE EXIST SEWER LATERAL
(T0 BE ABANDONED)
EXISTING 30"--
4-. EASEMENT
SS u • NO. 797
C
ID •. 7978
RIM=74Tr.
INV 737 3 21" (NE
SS_LA@ANDONED)-_ SS
G C27
SSMH ID MH 942
RIM 744.83
INV IN: 731.13 30" (N)
INV OUT: 730.53 30" (SW)'
EIP = 740
735
TWA 100-YEAR
FLOODPLAIN, TYP.
EX WOODEN
RAIL FENCE
(SEE NOTE 3)
STEEL'
GAS
/ACCESS GATE.
SEE DETAIL
" ON DWG D8
AND NOTE 3
PIM=743.1 •_
V INS 3
NV OUT: 73
NOTES:
1 PROVIDE WATERTIGHT RESTRAINED PLUG AND
A MIN 6' LONG PRESSURE TREATED 4X4 3'
ABOVE FINISHED GRADE TO LOCATE END OF
PIPE.
2 CONNECT 6" CI SEWER LATERAL TO EXISTING
CLEANOUT, INSTALL NEW CLEANOUT AS
SHOWN, AND CONNECT TO EXISTING SSMH
(ID NO. 7977). CORE DRILL EXISTING SSMH
FOR CONNECTION AS NEEDED. SEE DETAIL
VII-22/D8.
3 EXISTING WOODEN RAIL FENCE NOT
REMOVED. 35 LF OF FENCE AND 14' GATE
INSTALLED AT PERMANENT ENTRANCE.
8" STEEL GAS
6" D
l k p
-�-/SSMH ID MH 940
'RIM=745.64
/ INV IN: 734.92 21" (NE)
7 INV IN: 731.59 30" (E) .
INV OUT: 73,54 30' (SW)
WATER
CONC.YPIER /
(16" DI WATER UN )
40 20 0 40'
4
3
2
NO.
RECORD DRAWINGS
CONFORMED DRAWINGS
ISSUED FOR BIDDING
REGULATORY APPROVAL
ISSUED FOR
6 /1 7
6/16
1 /16
4/14
DATE
H&S
H&S
H&S
H&S
BY
DESIGNED ASV
DRAWN JOG
CHECKED JNS
PROJ. ENGR ASV
APPROVED
THIS DOCUMENT ORIGINALLY ISSUED
FOR CONSTRUCTION AND SEALED BY
JAMES N. STRUVE, SEAL NUMBER
18179. THIS MEDIA SHALL NOT BE
CONSIDERED A CERTIFIED DOCUMENT
THIS DOCUMENT ORIGINALLY ISSUED
FOR CONSTRUCTION AND SEALED BY
ANDREW S. VANE, SEAL NUMBER
25221. THIS MEDIA SHALL NOT BE
CONSIDERED A CERTIFIED DOCUMENT
RECORD DRAWING
THIS DRAWING HAS BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR OR ANOTHER
PARTY, BUT NOT VERIFIED BY
THE CERTIFYING ENGINEER
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250,
CHARLOTTE, NC 28273
LICENSE NO.: C-0381
C1 Winston-Salem • Forsyth County
City/County Utilities
Water • Sewer • Solid Waste Disposal
SOUTH FORK IMPROVEMENTS PROGRAM
NORTH FIDDLERS CREEK OUTFALL
PLAN AND PROFILE
STA 60+00 TO STA 66+40
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE JUNE 2017
H & s JOB 32245-000
NUMBER
CONTRACT
NUMBER
2
DRAWING
NUMBER
C7
SHEET OF
RECORD DRAWINGS
NOTES:
1. THE INCLUSION OF AS -BUILT DRAWINGS FROM THE SOUTH FORK IMPROVEMENTS PROGRAM, ON DWGS C26 AND C27, ARE FOR REFERENCE ONLY.
2. THESE DRAWINGS ARE INTENDED TO BE USED TO PROVIDE ADDITIONAL INFORMATION WHEN CONNECTING TO THE EXISTING STRUCTURE AT STA
0+00 ON DWG C1.
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M. KARMANOCKY
CHECKED BY:
A. BABSON
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
nston-Salem • Fors
er • Sewer • Solid
h County
e Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
PLAN AND PROFILE
SOUTH FORK IMPROVEMENTS - RECORD DRAWINGS
DATE:
JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
C26

20170808 11:91P 0:\
750
VENT
ELEV=741.91
740
100YR EL=739.91
STA 0+00.00
$5MH (ID N0. 7893)
R- azINV IN. 725.12 JO(E)
INV OUT: 725.00 36" (V)
730
720
710
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EX 12" SS
REPLACE I
EXISTING
■■
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IN 724.69 42" 12"DIP W
EXISTING `.
■■■■NV
■■■■NV
IN 72692 12"
OUT.72469 42"
■■■
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i
\
SONUG,
\
0+00
PROFILE
HORZ: 1=40'
VERT: 1=4'
42" SANITARY
C3
INV IN: 725.12 36" (EAT'1'``
\ INV OUT: 72 .00 36" (r0
I \
-3
HUBBARD REALTY OF WINSTON-SALEM, INC. ),
RAMEY PROPERTIES, LLC
PIN 6833-71-4153
DB 2552 PG 3351
PB 42, PG 38
.362.74 LF 42"
S79' 50' 31"W
x
-1
750
FEMA 100YR BASE
FLOOD ELEVATION
740
730
IP TO 2OLF± OF
2" SS WITH
P401
LOPE
720
710
1+00
EE D
CORN PRODUCTS INTERNATIONAL, INC.
PIN 6833-62-5631
9 PIN 6833-61-9702
DB 1981 PG 3233
STA 25+79.28/STA 0+00
6' DIA FLAT TOP MANHOLE
RIM ELEV = 734.21
*Al
5'0 35 DOGHOUSE MH
' J (LOG)
4tS "1933701" �_
1A
�u?
EX 12" SS
2OLF 12" DIP W/ P401
W
349.79 LF 42"
S79' 37' 11"W
-EXISTING 30'
EASEMENT
CONNECTION DETAIL AT STA 25+78.8 (DWG C3)
PLAN
1 "=20'
1U' ,NMANENI
EASEMENT
\-A\
V O7
INV OUT: 729.36 12" (5)
10' PERMANENT
EASEMENT
36" SANITARY SEWER
760
750
740
730
720
L.
!i!!1111111� 1111111
mEENEELMENIr
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II
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!IIIIIN111 ��_� I ■■■u�
■11111111111iI1H11
WATER TIGHT
RJ PLUG
NV IN 729.44 30"
NV IN 728.88 38"
NV OUT:728 88 42"
301.96 LF 42"
S45' 25' 09"W
6' DIA MANHOLE
RIME LEV,= 742.73
LF 30"
S46'� 11' 00"W
STA 0+15
DIVERSION BOX STRUCTUR
TOP OF CONCRETE ELEV + 7
SEE DWG C13
66+00
PROFILE
HORZ: 1"=40'
VERT: 1 "=4'
9
760
750
740
730
720
67+00 67+45
THE SHADOW GROUP, LLC
PIN 6843-03-3446
DB 2148 PG 859
SSMH (ID N0. 7978)
RIM=743.33
INV IN: 737.33 21" (NE)
INV OUT: 737.23 21" (5)
J
30' SANITARY
SEWER
SIN j- 0" JSSs SS
30
V IN: 737.02 21" (N)
INV OUT: 729.63 36"aarr)
5MH (ID ('i7978)
RIM 74 7
INV 729.53 3b" (NE)
IN: 729.99 30" )
NV OUT: 729.43 36" ow)
I �
G 30'
NT
ts-
CONNECTION DETAIL AT STA 66+20 (DWG C7)
PLAN
1"=20'
f
40 20 0 40'
5
4
3
2
N0.
RECORD DRAWINGS
RFI N0. 4
CONFORMED DRAWINGS
ISSUED FOR BIDDING
REGULATORY APPROVAL
ISSUED FOR
6/17
12/16
6/16
1/16
4/14
DATE
H&S
JOG
H&S
H&S
H&S
BY
DESIGNED
ASV
DRAWN JOG
CHECKED JNS
PROD. ENGR ASV
APPROVED
THIS DOCUMENT ORIGINALLY ISSUED
FOR CONSTRUCTION AND SEALED BY
JAMES N. STRUVE, SEAL NUMBER
18179. THIS MEDIA SHALL NOT BE
CONSIDERED A CERTIFIED DOCUMENT
THIS DOCUMENT ORIGINALLY ISSUED
FOR CONSTRUCTION AND SEALED BY
ANDREW S. VANE, SEAL NUMBER
25221. THIS MEDIA SHALL NOT BE
CONSIDERED A CERTIFIED DOCUMENT
RECORD DRAWING
THIS DRAWING HAS BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR OR ANOTHER
PARTY, BUT NOT VERIFIED BY
THE CERTIFYING ENGINEER
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250,
CHARLOTTE, NC 28273
LICENSE NO.: C-0381
Winston-Salem • Forsyth County
Y
City/County
Utilities
... s
Water • Sewer • Solid Waste Disposal
SOUTH FORK IMPROVEMENTS PROGRAM
NORTH FIDDLERS CREEK OUTFALL
CONNECTION DETAILS
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE JUNE 2017
H & s JOB 32245-000
NUMBER
CONTRACT
NUMBER
2
DRAWING
NUMBER
C12
SHEET OF
RECORD DRAWINGS
s
1
20170808 10:25P
EX 36" SS,
INV 729.403 -
CUT AND REMOVE THIS
PORTION OF 36" SS,
SEE NOTE 2
EL 741.95
B
C13
36" SS,
INV 729.20±
WALL PIPE WITH INTEGRAL WATERSTOP PER
PIPE MANUFACTURERS RECOMMENDATIONS
2'
12
12
10' 6"
2'
BOTTOM PLAN
3/8" = 1' 0"
#5@8", EW
CENTERED IN SLAB
MIC COATING,
SEE NOTE 3
EX 36" DIP SS
INV EL 729.20
EL 728.50
TOP OF WEIR,
EL 730.75
36" SS,
INV 729.40
8" VENT W/ SST INSECT
SCREEN, EL 750.03
(FACE OF FLANGE AT
INSECT SCREEN)
SEE DETAIL 5/D5
36"x36" HALLIDAY F1R3636
OR EQUAL AL ACCESS DOOR,
SEE NOTE 4
8" DI WALL PIPE CAST IN TOP,
SEE 1509210
EX GRADE,
EL 741.003
#5@8", TYP
#508", TYP
2 STRIPS EXPANDING
WATERSTOP CONT AROUND
PIPE, SEE 0325303, TYP
OR FLEXIBLE BOOT CONNECTOR
CAST INTO STRUCTURE.
EX 36" DIP SS
5 DWLS 0 8", TYP
NY
9718 9ff8
#508" 15@B"
SECTION
3/8" = 1'-0
8" MIN COMPACTED STONE
SUBGRADE PREPARED PER
SPECIFICATIONS
0
ADD'L E-W REINF PER
0331703 NOT REQ'D AT
BEAN SIDE OF OPNG
30"x30" HALLIDAY F1R3030
OR EQUAL AL ACCESS DOOR,
SEE NOTE 4
36"x36" HALLIDAY F1R3636
OR EQUAL AL ACCESS DOOR,
SEE NOTE 4
36"x36" HALLIDAY F1 R3636
0R EQUAL AL ACCESS DOOR,
SEE NOTE 4
EL 741.95
#5 DWLS 0 8", TYP
EX 36" SS
INV EL 729.40
EL 728.50
2
TOP PLAN
#598, EW
CENTERED IN SLAB
#5108" #508"
SECTION
3/8" =
8" VENT W/ SST INSECT
SCREEN, EL 750.03
(FACE OF FLANGE AT
INSECT SCREEN)
SEE DETAIL 5/D5
;,/
30"x30" HALLIDAY F1R3030
OR EQUAL AL ACCESS DOOR,
SEE NOTE 4
TOP OF WEIR,
EL 730.75
WALL PIPE W/ INTEGRAL WS
PER PIPE MANUFACTURER
RECOMMENDATIONS
CLASS B CONCRETE FILL
(SEE NOTES)
EX 36" SS
INV EL 729.20
8" MIN COMPACTED STONE
SUBGRADE PREPARED PER
SPECIFICATIONS
DETAIL
3/4" = 1' 0"
1
C13
SLAB REINF NOT
SHOWN
#3 CLOSED STIRRUPS
0 8"
3-#5 BARS T&B,
SEE NOTES 6 AND 7
NOTES:
1 REFER TO SPECIFICATION SECTIONS FOR SEQUENCE
OF CONSTRUCTION.
2 PIPE INSIDE BOX SHALL 6E CUT OUT AND REMOVED.
ENGINEER ANTICIPATES WIRE -CUTTING WILL BE
REQUIRED, OTHER METHODS SHALL BE CONSIDERED
AND SUBMITTED FOR REVIEW.
3 ENTIRE SURFACE OF INTERIOR WALLS, TOP OF
BOTTOM SLAB, WEIR WALLS, PEDESTAL, BOTTOM OF
TOP SLAB AND BEAM SHALL BE COATED WITH
MICROOIOLOCICALLY INFLUENCED CORROSION (MIC)
COATING PER SPECIFICATION SECTION 09800.
4 ACCESS DOOR SHALL BE TYPE FIR' BY HALLIDAY
PRODUCTS INC. (OR APPROVED EQUAL) AND SHALL
BE LOCKABLE AND EQUIPPED WITH A PERMANENTLY
INSTALLED FALL THROUGH PREVENTION GRATE
SYSTEM THAT PROVIDES CONTINUOUS SAFETY
ASSURANCE IN BOTH ITS CLOSED AND OPEN
POSITIONS. THE GRATE SYSTEM SHALL BE MADE
WITH 6061-T6 ALUMINUM OR FRP AND BE DESIGNED
FOR A 300 PSF MINIMUM LIVE LOAD.
CONTRACTOR SHALL PREPARE CONCRETE AT THE
DOOR MOUNTING LOCATION FOR A WATERTIGHT
CONNECTION. PROVIDE 1/4" NEOPRENE GASKET
BETWEEN DOOR FRAME AND CONCRETE. FASTEN
PER MANUFACTURERS RECOMMENDATIONS.
5 THE CONCRETE FILL IS REQUIRED AS BALLAST TO
RESIST FLOTATION IN A FLOOD EVENT.
6 PROVIDE 8" MINIMUM SEAT (FULL HEIGHT AND WIDTH
OF BEAM) IN WALL FOR BEAM BEARING. WALL
REINFORCEMENT SHALL NOT BE INTERRUPTED
THROUGH BLOCKDUT.
7 TOP LONGITUDINAL REINFORCING BARS IN BEAM
SHALL TERMINATE AT WALLS IN 90' HOOKS.
BOTTOM LONGITUDINAL REINFORCING BARS IN BEAM
SHALL 8E CONTINUOUS.
8 ALL OPENINGS IN WALLS AND SLABS SHALL HAVE
ADDITIONAL REINFORCING PROVIDED PER 0331703.
9 UPON CONFIRMATION THAT CONCRETE BELOW
ELEVATION 741.33 HAD ACHIEVED 4500 PSI DESIGN
STRENGTH, STRUCTURE MAY BE BACKFILLED.
1D FINISH GRADE AREA TO DRAIN AWAY FROM
STRUCTURE.
3/4'=1'-0'
3/8 =1'-0"
6" 0 2'
12" 0 1 2 4'
4
3
2
N0.
RECORD DRAWINGS
CONFORMED DRAWINGS
ISSUED FOR BIDDING
REGULATORY APPROVAL
ISSUED FOR
6/17
6/16
/16
4/14
DATE
H&S
H&S
H&S
H&S
BY
DESIGNED
ADO
DRAWN JOG
CHECKED JNS
PROD. ENGR ASV
APPROVED
THIS DOCUMENT ORIGINALLY ISSUED
FOR CONSTRUCTION AND SEALED BY
JAMES N. STRUVE, SEAL NUMBER
18179. THIS MEDIA SHALL NOT BE
CONSIDERED A CERTIFIED DOCUMENT
THIS DOCUMENT ORIGINALLY ISSUED
FOR CONSTRUCTION AND SEALED BY
ADAM D. OVERBAY, SEAL NUMBER
26530. THIS MEDIA SHALL NOT BE
CONSIDERED A CERTIFIED DOCUMENT
RECORD DRAWING
THIS DRAWING HAS BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR OR ANOTHER
PARTY, BUT NOT VERIFIED BY
THE CERTIFYING ENGINEER
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250,
CHARLOTTE, NC 28273
LICENSE NO.: C-0381
C.,/Winston-Salem • Fors h Count
Yt Y
ity/County Utilities
Water • Sewer • Solid Waste Disposal
SOUTH FORK IMPROVEMENTS PROGRAM
NORTH FIDDLERS CREEK OUTFALL
DIVERSION BOX STRUCTURE NEAR STA 66+20
PLANS AND SECTIONS
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE JUNE 2017
H & E JOB NUMBER 32245-000
CONTRACT
NUMBER
2
DRAWING
NUMBER
C13
SHEET OF
RECORD DRAWINGS
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M. KARMANOCKY
Hazen
nston-Salem . Forsyth County
Sewer • Solid
e Disposal
SOUTH FORK IMPROVEMENTS - RECORD DRAWINGS
DATE:
JUNE 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
FIDDLERS CREEK
GRAVITY OUTFALL
DRAWING
NUMBER:
C27

N
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ai
PLOT DATE: 6/8/2022 1:40 AM
Type "B" 4' and 5' Precast Reinforced Concrete Manhole
Manhole Ring and Cover (Type 2)
Manhole Ring and Cover (Type 3)
Manhole Built Over Existing Line
2 - 1/2" x 1 3/4" HEXHEAD,
4 - 1" DIA. STAINLESS STEEL BOLTS AT 180°WATERPROOFING
I T ANCHOR HOLES COUNTERSUNK. BOLTS TO BE
PE 316 STAINLESS STEEL.
��NEW
SEWER LINE
FLEXIBLE MANHOLE CONNECTOR"
f___Z\
N 1
RING AND COVER WILL HAVE
____
'�- ���� SEE DETAIL DRAWING FOR
SRO
��
•'
WATERPROOFING
CONCRETE COLLAR
,,
0 `
seW�� ,
\
seW��
MACHINED SEAT AND WILL
CONFORM TO ASTM A48,
CLASS 35B.
,,-
,� \ "MANHOLE RING & COVER, TYPE
i ,, 3 TO BE CAST IN MH TOP AT
----� PLANT.
•
NOTE. TWO HOLES TO BE
O
r'
‹:::::::":::::::›MATCHGROOVES
C\\;NCRETE
AROUNDIPE
TOP OF COVER
Mil*
♦
� �`
n li
SHOWN. (HOLES TO
BE 1" DIAMETER).
MATCH GROOVES
C
TOP OF COVER
, FLOW
(nP•)
��
��`
i I—�
'
'i
`\\ / WALL PIPE TO BE CAST IN MH
��/TOP AT CONCRETE PLANT.NOTE:a
w�______
o aRINGAND
d o o
o a o C
CI
a Q o <,;
0 Q a
d ° Q 0° c
DO
wol
EXISTING SEWER
LINE
\7
4-1/2"x 1 3/4" HEXHEAD,
3)1,114„)
BOTTOM OF COVER\`�`
- NON -PENETRATING
PICK HOLES
BOTTOM OF COVER
`�
•�AND
O
COVER WILL
HAVE MACHINED SEAT1"R2
WILL CONFORM TO
ASTM A48, CLASS 35B.
2-FLANGED 90° D.I. BENDSO
(SHORT RADIUS)
2 FEET ABOVE THE 100 OR FLANGED D.I. RETURN BEND.
YEAR FLOOD ELEVATION
iii TYPE 304 STAINLESS
STEEL SCREEN
FLANGED JOINTS . -I (18 x 18 MESH)
Vj3:'
RING AND COVER WILL
STAINLESS STEEL BOLTS
0 ,
q
BEDESIGNED TO
SUPPORT AN H-20
WHEEL LOAD.
AT 90° COUNTERSUNK.
BOLTS TO BE TYPE 316
STABILIZATION
PAST CONCRETE
UNDISTURBED
©o p o
Q a Q
°
STONE EXTENDED 12"
BASE OR TO THE
EARTH.
PLAN
1. PLACE HORSESHOE MH
2. AFTER CONCRETE SETS CORE
3. CUT OUT TOP HALF OF EXISTING
& WATERPROOF ALL COLD
4. POUR CONCRETE COLLARS.
BASE IN WET CONCRETE (4000 PSI).
HOLE & SET NEW SEWER LINE.
PIPE. FINISH INVERTS
JOINTS & AROUND ALL PIPE.
STAINLESS STEEL.
PLAN
T
PLAN
MIN.6
COMPANION FLANGE WITH
4" OPENING.
MINIMUM AVERAGE WEIGHTS
MINIMUM AVERAGE WEIGHTS
DETAIL "B B"
25 1/4"
RING 190 LBS.
COVER 120 LBS.
CONTINUOUS RUBBER
GASKET (1/8" THICK)
RING 136 LBS.
COVER 120 LBS.
"
FLAT TOP
3 4"
as �►
23 3/4"
310 LBS.
GLUED TO RING SEAT.
25 1 /4"
256 LBS.
-3' 4" D.I. PIPE.
0-RING JOINT
23 1/2"
3/4"
23 3/4"
1'-0'
/I
-�®
OR BUTYL RUBBER.
H�K�t�H�E
MH BASE
�v,
,
15",
r 23 1/2"
-7711
III 1I
'_. ,/
1r
s
C" I.D. D.I. WALLPI PE
a , 1
/
/`
______
�� r/% /%//!!!%l/ /— ,e -A t
�'
____ __
�i /�/!!/�//%//�// !// ✓/•
f
CAST IN MH TOP
1'-0"
MANHOLE TO CONFORM TO CITY
STANDARD DETAIL DRAWINGS
FOR 4' AND/OR 5' PRECAST
CONCRETE MANHOLES.
�-
I E
_•` ;
r
N
3 4' ! �'110
'♦
\
5/g"—,
z
N
NEW SEWER
LINE
EXISTING
SEWER LINE
g�i
N
Al
f�
'
N
3/4
'�
N
��t
%
f m
;"„
m
2�a
'r `'•:
I+
9 16"
N
3/4"
`
`
f
co
- °°
`
' ` "
j r
1
[\f
3 3/a'
22 1/4"
s
N
1 1 2"
Y
'.1
NOTE:
ALL MANHOLES SHALL HAVE WALL
PIPE INSTALLED. IF NO VENT IS
SHOWN ON ENGINEERS DRAWING,
WALL PIPE SHALL BE CAPPED
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L:
SECTION
CITY OF WINSTON—SALEM
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
N.T.S. REVISED 3-1-17
CITY OF WI\STON—SALEM
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
N.T.S. REVISED 3-1-17
N.T.S.
C
REVISED 3-1-17
TY OF WINSTO\—SALEIV
DEPARTMENT
ENGINEERING
OF PUBLIC WORKS
DIVISION
N.T.S. REVISED
CITY
3-1-17
OF WINSTON—SALEv1
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
R:\Data\Utility\Utility
Spec Drawings\mh ring & cover
type 2.dwg
C-19
R:\Data\Utility\Utility Spec Drawings\type B precast mh.dwg
C-12
R:\Data\Utility\Utility Spec Drawings \mh ring & cover type 3.dwg
C-20
R:\Data\Utility\Utility
Spec
Drawings\mh over existing line.dwg
C-13
Bedding Requirements & Safe Cover for VC Pipe on Stable Subgrade
Drop Assembly
(Outside)
Drop Assembly (Inside)
Polypropylene Manhole Step
NOTES:
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STANDARD DETAIL FOR 5' MANHOLE.
ACCORDANCE WITH CITY
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FOR ALL INCOMING PIPES 12" IN DIAMETER AND SMALLER.
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DROP SYSTEM) OR APPROVED EQUAL.
CITY OF WINSTON—SALE\I
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
N.T.S. REVISED 9-21-18
DRAWINGS
INC. (RELINER INSIDE
FLEXIBLE MANHOLE
MONOLITHIC BASE SECTION
PROJECT SPECIFIC NOTES:
1. OUTSIDE DROP ASSEMBLY SHALL BE USED AS INDICATED ON CONSTRUCTION
FOR ALL INCOMING PIPES LARGER THAN 12".
CITY OF WINSTON—SALEIV
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
N.T.S. REVISED 3-1-17
CONNECTOR.
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R:\Data\Utility\Utility Spec Drawings\mh step.dwg
C-21
R:\Data\Utility\Utility Spec Drawings\bedding requirements.dwg
C-9
R:\Data\Utility\Utility Spec Drawings\drop assembly (outside).dwg
C-14
R:\Data\Utility\Utility Spec Drawings\drop assembly (inside).dwg
C-15
PROJECT
ENGINEER: B. BENNETT
azen
Winston-Salern . Forsyth County
Wr W
ate • Sewer • Solid as Disposal
WSFCUC STANDARD
DETAILS-1
DATE: JUNE 2022
HAZEN NO.: 32550-000
DESIGNED BY: J. GREENE
DRAWN BY: M. KARMANOCKY
CONTRACT NO.:
FIDDLERS CREEK
GRAVITY OUTFACE
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
CHECKED BY: A. BABSON
DRAWING
NUMBER:
D1
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
REV
ISSUED FOR
DATE
BY
IS NOT TO FULL SCALE

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PLOT DATE: 6/8/2022 1:40 AM
Concrete Anti -Seepage Collar
Precast Reinforced Concrete Manhole with Precast Invert
4" Sewer Connection
6" Sewer Connection
A
NOTES:
1) MANHOLE SHALL BE
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SECTION
SECTION A - A
CITY OF WI\STON—SALEM
DEPARTMENT OF PUBLIC
ENGINEERING DIVISION
N.T.S.W
REVISED 3-1-17
WORKS
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R:\Data\Utility\Utility Spec Drawings\concrete anti seepage collar.dwg
C-29
R:\Dato\Utility\Utility Spec Drawings\4Inch s conn.dwg
C-22
R:\Data\Utility\Utility Spec Drawings\precast
mh with precast inverLdwg
C-16
R:\Dota\Utility\Utility Spec DrowingsVinch s conn.dwg
C-24
Asphalt Pavement Repair (For Non -State
Maintained Roads)
Signing
Construction Operations
Fencing (Outfalls)
Fence Gate
NOTES:
1. CONTRACTOR
2. STEEL
UNAUTHORIZED
WINSTON-SALEM.
WHEN
GATE
MAY BE
TYPICALLY
LOCATION
FENCE
INSTALLATION
GROUND
ACCOMMODATE
TO FURNISH AND INSTALL FARM GATES PER THIS DETAIL IN LOCATIONS INDICATED.
GATES WILL BE REQUIRED UNDER A VARIETY OF CIRCUMSTANCES AND SITUATIONS TO PROVIDE ACCESS
PERSONNEL FROM ACCESSING THE SEWERS AND RIGHTS- OF -WAY. ALL GATE LOCATIONS SHALL
GATES MAY BE INSTALLED IN AN EXISTING FENCE OR OVER A NEW SEWER EASEMENT WHERE
INSTALLING GATES IN AN EXISTING FENCE, THE CONTRACTOR SHALL NEATLY CUT THE EXISTING FENCE AND
POSTS IN A MANNER APPROVED BY THE CITY OF WINSTON-SALEM. THE CONNECTION SHALL BE SECURE
WIRE, BARBED WIRE, WOOD, OR A COMBINATION OF SUCH. WHEN INSTALLING A GATE OVER A NEW
CENTERED OVER THE EASEMENT. THE CONTRACTOR WILL BE REQUIRED TO INSTALL NEW FENCE
DETERMINED BY THE CITY OF WINSTON-SALEM TO BLOCK USE OF THE EASEMENT BY UNAUTHORIZED
WILL VARY WITH EACH INSTALLATION. THE NEW FENCE MATERIAL WILL BE DETERMINED BY THE CITY
AND/OR DESIRES OF PROPERTY OWNERS. FENCES MAY BE WIRE, BARBED WIRE, WOOD OR A COMBINATION
ELEVATIONS WILL VARY AND WILL TYPICALLY NOT BE LEVEL. CONTRACTOR TO ADJUST GATE ELEVATION
THE EXISTING GROUND ELEVATIONS TO PROVIDE 6" OF CLEARANCE.
TO SEWERS AND TO PREVENT
BE APPROVED BY THE CITY OF
NO FENCE CURRENTLY EXISTS.
CONNECT THE FENCE TO THE NEW
AND PERMANENT. EXISTING FENCES
SEWER EASEMENT, THE GATE WILL BE
ON EACH SIDE OF THE GATE TO A
VEHICLES. THE EXTENT OF THE NEW
OF WINSTON-SALEM BASED ON EACH
OF SUCH.
AND HINGE LOCATIONS TO
NOTES (CONT.):
2'
CENTER
OF PATCH
2
END
CONSTRUCTION
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IF WINSTON-SALEV
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14'-0"
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DIA MIN 16 GAUGE HIGH -STRENGTH
STEEL WITH ALL WELDED JOINTS.
GATE TO BE SAND -BLASTED, PRIME
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FACTORY. COLOR
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ATTACH CHAIN
TO POST
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/
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5. WOODEN GATE POSTS TO BE 6"
WIRE FENCE
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NOM x 6" NOM TREATED POSTS OR
APPROVED EQUAL. THE HEIGHT OF
ADLOCK KEYED THE POSTS WILL VARY WITH EACH
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CONSTRUCTION
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DETERMINING THE HEIGHT OF THE
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ELEVATIONS, THE LOCATIONS AND
ELEVATIONS OF EXISTING OR NEW
FENCES THAT WILL CONNECT TO THE
GATE POSTS, AND PROPERTY OWNER
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THE SUITABLE BACKFILL SHALL BE MADE IN 6" LAYERS AND SHALL BE COMPACTED
OF STANDARD DENSITY (AASHTO METHOD T-99). EACH LAYER MUST BE THOROUGHLY
MECHANICAL TAMP BEFORE THE NEXT LAYER IS PLACED. ALL ASPHALT PAVEMENT
IN ACCORDANCE WITH THE MOST CURRENT N.C.D.O.T. STANDARD SPECIFICATIONS.
SHALL BE 100%.
CITY OF WINSTON—SALEM
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
N.T.S. REVISED 2-11-20
TO AT LEAST 95%
TAMPED BY A
REPLACED SHALL BE
SUBGRADE DENSITY
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CITY OF WINSTON—SALEM
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
N.T.S. REVISED 3-1-17
BARBED
SIDE TO
POSTS AT
7. NOTE THAT
INSTALLED
WIRE AND
EXISTING.
WIRE FOR MIN 20' ON EACH
TIE INTO EXISTING FENCING.
10' O.C.
FENCING AND GATES
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R:\Data\Utility\Utility Spec Drawings\signing construction operations.dwg
C-1
R:\Data\Utility\Utility Spec Drawings\asphalt pavement repair.dwg
C-2
R:\Data\Utility\Utility Spec Drawings\fencing (outfclls).dwg
C-38
R:\Data\Utility\Utility Spec Drawings\fence gate.dwg
C-37
PROJECT
ENGINEER: B. BENNETT
azen
L+Vinston-S I rn ° Forsyth County
Water ° Sewer ° Solid Waste Disposal
WSFCUC STANDARD
DETAILS-2
DATE: JUNE 2022
HAZEN NO.: 32550-000
DESIGNED BY: J. GREENE
DRAWN BY: M. KARMANOCKY
CONTRACT NO.:
FIDDLERS CREEK
GRAVITY OUTFACE
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
CHECKED BY: A. BABSON
DRAWING
NUMBER:
D2
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
REV
ISSUED FOR
DATE
BY
— —
IS NOT TO FULL SCALE

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PLOT DATE: 6/8/2022 1:41 AM
4' Precast Reinforced Concrete Manhole
Flexible Manhole Connector
APPROVED SMITH BLAIR 415, OR
FERNCO TYPE COUPLING WITH
SS BANDS AND SHEAR GUARD,
OR EQUAL
EXISTING VCP, CAST PROPOSED DIP
IRON, PLASTIC, DIP,
NOTE: FLEXIBLE
IN THE
CONNECTOR
CONNECTORS
MIN. 5"
WALL
MANHOLE
TECHNICAL
IS 7°
DESIGNED
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CONNECTORS TO BE FURNISHED AS SPECIFIED
SPECIFICATIONS. MAXIMUM DEFLECTION FOR
(12%). SLOPES GREATER THAN 12% MUST HAVE
FOR HIGHER DEFLECTION.
ALL STAINLESS STEEL
FLAT TOP SECTIONS USED
SHALL BE DESIGNED TO
FOUR FOOT MANHOLE TO BE
SUPPORT AN H-20 WHEEL
LOAD. USE OF A FLAT TOP
MUST BE APPROVED BY
THE ENGINEER.
SEE DETAIL DRAWING FOR
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USED FOR PIPE WITH A DIAMETER
OF LESS THAN 18" UNLESS OTHER-
WISE SPECIFIED BY THE ENGINEER.
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RING AND COVER TYPE 2" -
TYPE 2 TO BE BOLTED
TO CONE W/ 4-TYPE 304
STAINLESS STEEL
EXPANSION ANCHORS
(3/4" HILTI KWIK BOLT II
OR APPROVED EQUAL)
MAX. 3 COURSES OF BRICK
I■I
PRECAST CONCRETE MANHOLES SHALL
CONFORM TO ASTM C-478. MANHOLES
MUST BE ALLOWED TO CURE A MIN -
IMUM OF 3 DAYS PRIOR TO SHIPMENT.
THE DATE OF MANUFACTURE AND NAME
OF MANUFACTURER SHALL BE ON ALL
MANHOLE SECTIONS. CONCRETE SHALL
BE 4,000 PSI. CIRCUMFERENTIAL
REINFORCEMENT WILL BE PLACED AT A
MINIMUM OF 0.12 SQ. INS. PER
LINEAL FOOT.
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PIPE BEDDING MATERIAL
EXPANSION RING
TRENCH EXCAVATION LIMITS
EARTH
CONCRETE (MIN. 2,500 PSI MIN.)
SUPPORT CRADLE, MIN 6" WIDER THAN PIPE
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=
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STEEL CLAMP
(2 REQUIRED FOR 15" V.C.
AND ABOVE)
INTERNAL
DIAMETER
W
WIDTH OF TRENCH
O.D. ON EACH SIDE
(8 IN.) OR 2-5" GRADE
RINGS MAY BE ADDED
VERTICALLY.
(NOT ALLOWED WITH
TYPE 2 RING & COVER)
2'-0"
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OF PIPE
MAX
W=MIN
4"-6"
, "
3 -9
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2 -0
SANITARY SEWER CONNECTION
DETAIL
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0,4
BUTYL RUBBER GASKET UNDER RING
AND ALL GRADE RINGS
8"-10"
3'-9"
2'-2"
12"
3'-9"
0.D.+2'
14"-16"
4'-2"
O.D.+2'
DETAIL
,�
NOTE:
FIELD MEASURE OUTER
0-RING OR BUTYL RUBBER
GASKET IN ALL JOINTS. JOINTS ON
OUTSIDE OF MANHOLE TOOBE
DIAMETERS BEFORE
18"
4'-4"
O.D.+2'
20",21"
4'-8"
O.D.+2'
NTS
D3
ORDERING COUPLING.
-
SEE DETAIL DRAWING
FOR "POLYPROPYLENE
MANHOLE STEP"
MAX 24" FROM
TOP OF RING &
COVER TO TOP STEP-
TOP STEP MUST BE
IN CONE SECTION
ECCENTRIC
CONE SECTION
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WRAPPED WITH 6" WIDE BUTYL
ADHESIVE TAPE. ALL LIFT HOLES
SHALL BE COMPLETELY FILLED WITH
NON -SHRINK GROUT AFTER
MANHOLE IS SET.
RISER SECTION
5
SEE DETAIL DRAWING FOR
"FLEXIBLE MANHOLE CONNECTOR"
24"
4'-11"
0.D.+2'
,: '
•FLEXIBLE
MANHOLE CONNECTOR
27"
5'-9"
O.D.+21
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30"
6'-7"
O.D.+2'
7'-4"
O.D.+2'
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42"
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MANHOLE BASE
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8'-9"
O.D.+2'
CITY
DEPARTMENT
N.T.S. REVISED 3-1-17PROPOSED
OF WI\STON—SALEM
OF
ENGINEERING
PUBLIC WORKS
DIVISION
54"
9'-4'
0.D.+2'
6
PIPE
6„
60"
9'-10"
O.D.+2'
N0. 57 STONE OR PLOWABLE FILL
72"
11'-0"
O.D.+2'
FULL TRENCH WIDTH (NO
O.D.
STEPS NOT TO BE PLACED
OVER INFLUENT OR EF-
-..
78"
111-8"
0.D.+2'
ENCASEMENT REQUIRED FOR
84"
12'-0"
SPACE GREATER THAN 12")
0.D.+2'
90"
12'-6"
O.D.+2'
FLUENT PIPES. STEPS TO
ALONG VERTICAL WALL
SURFACE FROM SHELF TO
MAX.22"r
,�..
96"
13'-0"
O.D.+21
EXIST
108"
14'-0"
O.D.+2'
PROPOSED
l
0BE
PIPE
sE
TOP OF CONE.
DEPTHS
PIPELINE
\
OF
CUT
MAXIMUM PAVEMENT
REPLACEMENT WIDTH
NOTE: DO NOT BOLT RING
:
46"BASE
SECTION
TO CONE IF DIRT OR
CONCRETE SURROUNDS
THE RING (EX: YARD ,
SHOULDER, ETC.) CITY OF
DEPARTMENT
ENGINEERING
N.T.S. REVISED 3-1-17
WI\STON—SALEM
OF
r
PUBLIC WORKS
DIVISION
0-6'
S=W+4'
6"MIN
a
6" MIN
12' MAX
>6-8'
S=W+8'
Na
12" MAX
'
>8-10'
S=W+12'
o `
>10-12'
S=W+16'
>12-14'
S=W+20'
J
EXIST
>14-16'S=W+24'PIPE
PIPELINE
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flexible mh connector.dw
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R: Data Utilit Utilit Sec Drawin s 4ft recast
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S=W+28 ,
>18'
S=W+32'
d
W = TRENCH WIDTH AT BOTTOM OF
PIPE. TRENCH SIDE SLOPES SHALL
12"
1" THICK COMPRESSIBLE
5' Precast Reinforced
Concrete Manhole
Manhole
Ring
and Cover (Type 1)
BE IN ACCORDANCE WITH OSHA
REQUIREMENTS.
MIN
JOINT FILLER MATERIAL
PROPOSED PIPELINE OVER
EXIST PIPE PROPOSED
PIPELINE UNDER EXIST PIPE
FLAT TOP SECTIONS USED
BE DESIGNED TO
SUPPORT AN H-20 WHEEL
KilSHALL
I
FIVE FOOT MANHOLE TO BE
USED FOR PIPE WITH A DIAMETER
NOTE: TWO HOLES TO BE SPACED
DETAIL
3
DETAIL
NTS
D3
2
I
OPPOSITE TO EACH OTHER
IN THE OUTER RING AS
i
NTS
D3
LOAD. USE OF A FLAT TOP
MUST BE APPROVED BY
THE ENGINEER.
SEE DETAIL DRAWING FOR"MANHOLE
o
OF 18" OR GREATER SPECIFIED
BY THE ENGINEER.
IIIILL
TRENCH WIDTH
TYPICAL TRENCH WIDTH
�P �
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SHOWN. (HOLES TO BE 1"
DIAMETER)_TYPICAL
OD +2' (MIN)
OD + 4' (MAX)
OD +2' (MIN)
OD + 4' (MAX)
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7
77771114
RING AND1
COVER TYPE 1" AND
UIRINNDCOR
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2
DETAIL C"
TOP
tI',A
NOTE:
RING AND COVER WILL
HAVEMACHINED SEAT/�
�
"MANHOLE RING AND
COVER TYPE 2" - TYPE 2
TO BE BOLTED TO CONE
W/ 4-TYPE 304IMUM
STAINLESS STEEL
\
_
PRECAST CONCRETE MANHOLES SHALL
CONFORM TO ASTM C-478. MANHOLES
MUST BE ALLOWED TO CURE AMIN-
OF 3 DAYS PRIOR TO SHIPMENT.
/�
1
/
\
\
12" 12"
MIN MIN
BACKFILL COMPACTED A
MINIMUM SOIL DENSITY OF
90% STD PROCTER (PER
�� WSFCUC SPECIFICATIONS)
/
\�
12" 12"
MIN MIN
BACKFILL COMPACTED A
MINIMUM SOIL DENSITY OF
90% STD PROCTER (PER
WSFCUC SPECIFICATIONS)
OF COVER
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ANDWILL CONFORM TO
ASTM A48, CLASS 356.
EXPANSION ANCHORS
(3/4" HILTI KWIK BOLT II
OR APPROVED EQUAL)
ni111111YOF
THE DATE OF MANUFACTURE AND NAME
MANUFACTURER SHALL BE ON ALL
MANHOLE SECTIONS. CONCRETE SHALL
BE 4,000 PSI. CIRCUMFERENTIAL
REINFORCEMENT WILL BE PLACED AT A
MINIMUM OF 0.15 SQ.INS. PER
LINEAL FOOT.
O
1�
BOTTOM OF COVER
r
RING AND COVER WILL
BE DESIGNED TO SUPPORT
AN H-20 WHEEL LOAD.
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12"4444444dd
4.1,—.— —. A.—
12"
r
MAX. 3 COURSES
OF BRICK (8 IN.)��
OR 2-5" GRADE
RINGS MAY BE ADDED
2'-0' I
41\p\.4%\......
.
0.4.r
.——-
Nog•p
PIPE OD
#57 STONE
PIPE OD
SELECT MATERIAL
COMPACTED TO A MINIMUM
SOIL DENSITY OF 90% STD
�� �
/--------_---
VERTICALLY.
(NOT ALLOWED W/TYPE 2
RING & COVER)
�1 BUTYL RUBBER GASKET UNDER RING•
AND ALL GRADE RINGS
T
PLAN
0.50 OD
' f
0.50 OD
#57 STONE
4 Ora
PROCTER
#57 STONE
MINIMUM AVERAGE WEIGHTS
DETAIL "B B"
25
RING 190 LBS.
1/4" COVER 120 LBS.
-0-RING OR BUTYL RUBBER
GASKET IN ALL JOINTS. JOINTS ON
OUTSIDE OF MANHOLE TO BE
3/4"
--..
23
__
3/4"
310 LBS.
SEE DETAIL DRAWING
FOR "POLYPROPYLENE
MANHOLE STEP"
MAX 24" FROM
TOP OF RING &
COVER TOP STEP -
TOP STEPEP MUST BE
IN CONE SECTION
ECCENTRIC
CONE SECTION
f
•'
•
-�
i
16" O.C.
__
5 -O"
__,
WRAPPED WITH 6" WIDE BUTYL
ADHESIVE TAPE. ALL LIFT HOLES
SHALL BE COMPLETELY FILLED WITH
NON -SHRINK GROUT AFTER
MANHOLE IS SET.
RISER SECTION - MIN. 6' FROM
SHELF TO 5' X 4' TRANSITION CONE.
5,.
6" MIN BEDDING, 12"
BEDDING IN WETLANDS•••••••••
OR POOR SOILS
��_
6" MIN BEDDING, 12"
BEDDING IN WETLANDS
OR POOR SOILS
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lip-'
23
1/2"
_�/�
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FILTER GEOTEXTILE 6 OZ FILTER GEOTEXTILE 6 OZ
NONWOVEN SEE NOTES NONWOVEN SEE NOTES
BEDDING FOR FIBERGLASS PIPE USE ONLY IN WETLANDS AND BEDDING FOR DUCTILE IRON PIPE USE ONLY IN WETLANDS AND
NOTES: AREAS WITH HIGH WATER TABLE
NOTES: AREAS WITH HIGH WATER TABLE
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1. CONTRACTOR SHALL PROVIDE GEOTEXTILE WRAP IN ALL WETLAND AREAS. 1. CONTRACTOR SHALL PROVIDE GEOTEXTILE WRAP IN ALL WETLAND AREAS.
2. GEOTEXTILE WRAP SHALL BE 6 OZ/SY NON WOVEN NEEDLE PUNCHED SYNTHETIC FABRIC 2. GEOTEXTILE WRAP SHALL BE 6 OZ/SY NON WOVEN NEEDLE PUNCHED SYNTHETIC FABRIC
WITH THE FOLLOWING CHARACTERISTICS: WITH THE FOLLOWING CHARACTERISTICS:
UV RESISTANCE AT 500 HRS: 70% UV RESISTANCE AT 500 HRS: 70%
- GRAB TENSILE STRENGTH: 130 LBS - GRAB TENSILE STRENGTH: 130 LBS
- BURST STRENGTH: 290 PSI - BURST STRENGTH: 290 PSI
- APPARENT OPENING SIZE: 0.21 MM - APPARENT OPENING SIZE: 0.21 MM
- PERMITTIVITY AT 50MM CONSTANT HEAD: 1.6-1 SEC - PERMITTIVITY AT 50MM CONSTANT HEAD: 1.6-1 SEC
PUNCTURE RESISTANCE: 80 LB - PUNCTURE RESISTANCE: 80 LB
3. FABRIC SHALL WRAP COMPLETELY AROUND STONE BEDDING 3. FABRIC SHALL EXTEND 6"-12" ABOVE STONE
PIPE BEDDING DETAILS
STEPS NOT TO BE PLACED
OVER INFLUENT OR EF-
J
- a.-,
,illi
e.
SEE DETAIL DRAWING FOR
"FLEXIBLE MANHOLE CONNECTOR"
.���J
3 3/4"
22 1 4"
N
FLUENT PIPES. STEPS TO
BE ALONG VERTICAL WALL
SURFACE FROM SHELF TO
MAX.22"
`� I
y3�'
24 1/2"
33 1/4"
TOP OF CONE.
�- ''
r
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SECTION
NOTE: DO NOT BOLT RING*.
TO CONE IF DIRT OR
CONCRETE SURROUNDS
THE RING ETC.)EX:
SHOULDER,
N.T.S. REVISED 3-1-17
_-
CITY OF WINSTON—SALEM
DEPARTMENT OF PUBLIC
ENGINEERING DIVISION
BASE SECTION
WORKS
C
N.T.S. REVISED 3-1-17
TY OF WINSTO\—SALEM
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
DETAIL
4
NTS
D3
R:\Data\Utility\Utility Spec Drawings\5ft precast mh.dwg
C-11
R:\Data\Utility\Utility Spec Drawings\mh ring & cover type 1.dwg
C-18
PROJECT
ENGINEER: B. BENNETT
azen+Vin
Lston-S I m m Fors h County
VVr VV
ate " Sewer • Solid as Disposal
WSFCUC & STANDARD
DETAILS-3
DATE: JUNE 2022
HAZEN NO.: 32550-000
DESIGNED BY: J. GREENE
DRAWN BY: M. KARMANOCKY
CONTRACT NO.:
FIDDLERS CREEK
GRAVITY OUTFACE
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
CHECKED BY: A.BABSON
DRAWING
NUMBER:
D3
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
REV
ISSUED FOR
DATE
BY
— —
IS NOT TO FULL SCALE

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PLOT DATE: 6/8/2022 1:41 AM
LINE WIRES
1
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8'-0" MAX
STABILIZE OUTLET
ELEVATION
SILT FENCE
NOTE:
STEEL POST
TOP STRAND
STAY WIRES
GALV WIRE FABRIC
AND SILT FENCE
MATERIAL. BURY TOE
OF MATERIAL FABRIC A
MIN OF 8"
BOTTOM STRAND
GRADE LINE
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FILTER FABRIC
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8"
MIN
SECTION
SILT FENCE
1. EXTRA STRENGTH SILT FENCE MATERIAL (AS APPROVED BY
ENGINEER) WITH 6'-0" POST SPACING DOES NOT REQUIRE MESH
SUPPORT FENCE.
2. SILT FENCE MATERIAL SHALL BE WIRED DIRECTLY TO POST.
C-31-0400
STABILIZED OUTLET FOR SILT FENCE
C-31-0403
PLACE POSTS
AT LOW POINTS
LIMITS OF DISTRUBANCE
(EASEMENT BOUNDARY)
TEMPORARY CLEAN WATER DIVERSION
PLASTIC CORRUGATED PIPE
DIAM. AS SHOWN ON PLANS
HOLD DOWN 10 Si)
STAKES
TEMPORARY FILL
MATERIAL (2 FT MIN.)
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0
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10'
* SEE SITE
GRADING PLAN
* SEE CONSTRUCTION
ENTRANCE PLAN
A
(0
MAINTENANCE REQUIREMENTS:
1. INSPECT RIPRAP OUTLET STRUCTURE WEEKLY AND AFTER
SIGNIFICANT (1/2 OR GREATER) RAINFALL EVENT TO SEE IF
ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN
PLACE, OF IF STONES HAVE BEEN DISLODGED. IMMEDIATELY
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
4' MIN
ISLAND OVER INLET
DESIGN NOTE:
DIVERSION DIKE
IIIIIIIIII
III III III III II
3:1
INLET
CLEAN WATER
DIVERSION
(SECTION VIEW)
1.5' MIN
OUTLET PIPE WITH RIP —RAP APRON
C-22-0312
NATURAL
GROUND
TOP OF
DIVERSION
TEMPORARY
DIVERSION DITCH
TEMPORARY FILL
MATERIAL (2 FT MIN.)
KEY INTO EXISTING GRADE
PER FIELD CONDITIONS
4' MIN
SECTION A
10'
TYPE II SEPARATOR
GEOTEXTILE
A
10'
CONSTRUCTION SPECIFICATIONS:
1. COMPACT ANY FILL REQUIRED FOR SUBGRADE TO DENSITY OF
SURROUNDING MATERIAL. LOW AREAS IN SUBGRADE MAY BE
FILLED BY INCREASING RIPRAP THICKNESS.
2. FILTER CLOTH CONNECTION JOINTS SHOULD OVERLAP SO THAT
TOP LAYER IS ABOVE DOWNSTREAM LAYER A MINIMUM OF 1
FOOT. ANY DAMAGED FILTER CLOTH SHOULD BE REPLACED
WITH NEW.
3. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO
AVOID DAMAGING THE FILTER CLOTH.
4. MAKE THE TOP OF RIPRAP AT DOWNSTREAM END LEVEL WITH
RECEIVING AREA OR SLIGHTLY BELOW.
5. ENSURE APRON IS PROPERLY ALIGNED WITH RECEIVING PIPE
AND PREFERABLY STRAIGHT THROUGHOUT LENGTH.
6. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL
DISTURBED AREAS WITH VEGETATION.
0.5' MIN
( 1
1
1
TOP OF HAND -COMPACTED
FILL (ISLAND)
1' MIN
EMEWE
CONSTRUCTION SPECIFICATIONS:
PLACE SLOPE DRAINS ON UNDISTURBED SOIL OR
WELL COMPACTED FILL AT LOCATIONS AND
ELEVATIONS SHOWN ON PLANS.
NATURAL GROUND 2 SLIGHTLY SLOPE THE SECTION OF PIPE UNDER THE
DIKE TOWARD ITS OUTLET.
3 HAND TAMP THE SOIL UNDER AND AROUND THE
ENTRANCE SECTION IN LIFTS NOT TO EXCEED 6
INCHES.
TEMPORARY SLOPE DRAIN PIPES ARE BEING UTILIZED TO CONVEY CLEAN STORMWATER RUNOFF ACROSS THE WORK AREA. DRAIN PIPES SHALL BE
PLACED AT LOW LYING AREAS WHERE THE MAXIMUM AMOUNT OF STORMWATER WILL BE CAPTURED AND CONVEYED. PIPE MATERIALS, DEPTH OF
BURY, AND AMOUNT OF COVER SHALL BE AT THE DISCRETION OF THE CONTRACTOR SUCH THAT CONTRACTOR'S EQUIPMENT AND VEHICLES ARE
ABLE TO TRAVERSE THE CORRIDOR WITHOUT CAUSING DAMAGE TO THE DRAIN PIPES.
TEMPORARY CLEAN WATER DIVERSION
(TEMPORARY SLOPE DRAIN)
C-22-0315
4 11
20" DIA FFTs
WOOD STAKE,
SEE STAKING DETAIL
6 OR 8 INCH U-SHAPED WIRE
STAPLES PLACED AT ONE
FOOT INTERVALS DRIVEN
THROUGH OUTER 1 INCH OF
TUBE
BACKFILL AND COMPACT
LOOSE MATERIAL
UPSTREAM OF TUBE
EXCAVATE A PLACEMENT
TRENCH ABOUT 3 INCHES
DEEP
USE 36-INCH (MIN) STAKE WITH 16-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
MAINTENANCE REQUIREMENTS:
EXIST STORM PIPE
W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W
* W W W .Y .Y .Y * W W ". ". .Y * W
* W W .Y .Y .Y * W W W .Y .Y .Y *
* W W W .Y .Y .Y * W W ". ". ".
W ". ". ". W W W W ". ".
PLAN VIEW
STAKE DETAIL(WITH TRENCH)
NO SCALE
PROFILE VIEW — STAKING DETAIL
16" MINIMUM
SEE DETAIL B
WOOD STAKE TO ONLY
PENETRATE NETTING
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES 1/2 INCH OR MORE OF RAIN. REMOVE ANY ACCUMULATED SEDIMENT AND/OR WOODY DEBRIS.
2. FFTs SHALL BE ENTRENCHED AS SHOWN TO PREVENT UNDERCUTTING. ANY EVIDENCE OF UNDERCUTTING AND/OR EROSION SHALL BE REPAIRED IMMEDIATELY.
3. STAKES AND/OR STAPLES THAT HAVE BECOME LOOSE OR DISPLACED SHALL BE REPAIRED IMMEDIATELY.
4. WHEN SEDIMENT ACCUMULATION REACHES 1/2 THE DIAMETER OF THE FFT, IT SHALL BE REMOVED AND DISPOSED OFF -SITE BY THE CONTRACTOR IN ACCORDANCE
WITH ALL STATE AND LOCAL REGULATIONS.
5. ANY VISIBLE DAMAGE TO THE FFT SHALL BE REPAIRED OR REPLACED IMMEDIATELY.
FFT — PIPE INLET PROTECTION (REINFORCED)
STREAM
SLOPE: 4:1 MAX
• o O o
o O O O o
oO° 00 o O �° o
° o o 90 o O //
mitmersmic
so
e.��.,,, .0.•o 00 8 o/ oo°i/O moo° o o °o
J i
FILTER FABRIC
(NON —WOVEN)
VARIES (SEE NOTE 1)
C-31-0481
SEE NOTE 3
NOTES:
1. LENGTHS OF CROSSINGS WILL VARY IN ORDER NOT TO EXCEED MAXIMUM SLOPE OF 4:1.
2. FOR MIX MATERIAL TO BE PLACED, AND THICKNESS SEE STONE MIXES TABLE.
PERMANENT STREAM MAINTENANCE CROSSING DETAIL
DETAIL
1
NTS
D4
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M. KARMANOCKY
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2"
1"
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
nston-Salem • Forsyth County
er • Sewer • Solid Waste Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
STANDARD DETAILS-4
DATE:
J U N E 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
D4

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PLOT DATE: 6/8/2022 1:42 AM
EXISTING
GROUND
ELEVATION
5'
•
6-INCH MIN
GRADED
RIPRAP
TOP OF BANK
NON -WOVEN
GEOTEXTILE
♦
BACKFILL
PROPOSED SANITARY
SEWER PIPE
NOTES:
♦
EXISTING STREAM
• / \ BED MATERIAL
♦
EXISTING
STREAM BED
\` 7/ 7/'7 / // //
\/<\��:\��:\��:\��:\���\��:\���\���\��:\���\��A K. /\/\/\/\/\/\/\/\/\/\/\/��//
PIPE COVERAGE
(VARIES)
RIPRAP THICKNESS
PLACE RIPRAP ALONG BANKS AND ACROSS CREEK BOTTOM TO A MINIMUM THICKNESS OF THE RIPRAP MEDIAN DIMENSION (d50) x 1.5 x 1.5 OR AS SHOWN ON DRAWINGS.
2. PLACE RIPRAP A MINIMUM DISTANCE OF 10 FEET UPSTREAM AND 10 FEET DOWNSTREAM FROM THE TOP OF THE TRENCH EXCAVATION. EXTEND AND BURY RIP RAP
PLACEMENT FIVE FEET BEYOND THE TOP OF EACH CREEK BANK UNDER 6 INCHES OF TOPSOIL.
3. RIP RAP SHALL BE PLACED WITH ITS TOP ELEVATIONS AND SLOPES CONFORMING WITH EXISTING GRADE OF ADJACENT STREAM BANKS AND STREAMBED. SLOPES SHALL NOT
BE STEEPER THAN 1:1.
4. RAKE EXISTING STREAMBED MATERIAL OVER TOP OF RIPRAP CROSSING TO FILL VOIDS AND SMOOTH IRREGULARITIES IN THE STREAMBED.
5. AREA OF STREAM CROSS SECTION MUST NOT BE REDUCED.
6. WHEN COVERAGE BETWEEN PLACED RIPRAP AND SANITARY SEWER PIPE IS LESS THAN 2 FEET, USE A BUTYL RUBBER MAT AND NO. 57 STONE BEDDING OVER THE TOP OF THE
PIPE FOR PROTECTION.
7. INSTALL PROTECTIVE LAYER OF BUTYL RUBBER MAT OVER PIPE AND BACKFILL TO BOTTOM OF GEOTEXTILE WITH #57 STONE AS INDICATED IN THE CONSTRUCTION DRAWINGS.
STREAM
FLOW
SANDBAGS
L
A "_
LL
h.40 ' MIN.
IH
POLYETHYLENE FABRIC
ON FACE (8 NL. THICK)
STREAM
FLOW
EX. INV.
CREEK
SANDBAGS
SYNTHETIC FILTER
FABRIC
CROSSING
PIPE
4
IL It
414.
JO' X J0' DEWATERING
BASIN B 2:. SIDE SLOPE
TOP OF BANK
TEMP.
CMP
TOB
25 tt 15'
40' CONSTRUCTION EASEMENT
PLAN
Y T!
Yi%M�}: P 18*
MIN.
J' THICK #4
WASHED STONE
TOP OF BANK
[....(1 0 ' MIN
CROSSING
PIPE
SECT/ON A A
TEMPORARY
STONE DAN
NOTES:
1) EROSION STONE TO BE "CLASS I' RIP -RAP UNLESS DESIGNATED DIFFERENTLY ON PLAN.
.2) KEY SANDBAGS & FILTER FABRIC INTO CREEKBANKS AND INVERTS WHEN POSSIBLE.
3) PIPE SIZE AND NUMBER TO BE DETERMINED BY ENGINEER ON PLAN,
4) CONVERT TO COG STD. NO. 214 AS PROJECT IS STABILIZED. (SEE COG STD. NO. 214)
5) SANDBAGS. POLYETHYLENE, 6 TEMPORARY CMP MAY BE DELETED ON DRAINAGE DITCHES.
WITHOUT ACTIVE FLOW, AS DIRECTED BY ENGINEER.
RIPRAP STABILIZATION
FOR SELECT CREEK CROSSINGS
C-22-0310
NOTES:
1) EROSION STONE TO BE "CLASS I " RIP -RAP UNLESS DESIGNATED TE. D DIFFERENTLY ON
CONSTRUCTION PLAN.
2) PIPE. SUE AND AMOUNT NEEDED TD BE DETERMINED BY ENGINEER ON CONSTRUCTION
PLAN.
3) TEMPORARY STREAM CROSSING TO BE CONVERTED TO COG /214 UPON PROJECT
CONSTRUCTION COMPLETION IF CALLED FOR ON THE CONSTRUCTION PLANS.
4) PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE BASE FLOW
SHOWN ON THE CONSTRUCTION PLANS.
5) WIDTH OF CONSTRUCTION EASEMENT SHALL 8E MINIMIZED BASED UPON FIELD CONDITIONS.
ANY DISTURBANCE(.) EXCEEDING 40MAY REQUIRE ADDITIONAL WATER QUALITY PERMITTING
0R MITIGATION.
CONSTRUCTION SEQUENCE FOR STREAM CROSSING
1) INSTALL PUMP AND L INE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM
CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND
CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM,
2) INSTALL UPSTREAM DAM, FIL TER FABRIC, AND TEMPORARY CMP. CDYER PIPE .INLET
WITH FABRIC AND SAND BAGS AS SHOWN IN INSET 'A" WHILE WORKING IN THE STREAM.
ALLOW STREAM FLOW THROUGH CMP AS SHOWN IN INSET 'B' WHEN NOT WORKING WITHIN
THE STREAM.
3) INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO PREVENT
BACK FLOW INTO CONSTRUCTION AREA.
4) INSTAL(. PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF THE
CONSTRUCTION AREA.
5) INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF BANK. OEWATER CONSTRUCTION
AREA BETWEEN TEMPORARY DAM USING THIS BASIN.
6) INSTALL THE 10' X 10' SEDIMENT TRAP OR SIL T BAG.
7) UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FILTER FABRIC, AND
TEMPORARY CMP. DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF
RIP RAP IS LEVEL WITH STREAM BOTTOM, CONVERT TO COG STANDARD 1214 IF CALLED
FOR IN THE CONSTRUCTION PLANS,
8) UPON STABILIZATION OF CLEARED AREAS, REMOY£ TEMPORARY EARTH DERM. SEDIMENT
TRAP. AND DEWATERING BASIN.
CREEK CROSSING BY-PASS
NO PUMPING
C-35-0700 X
BAG PLACED ON
AGGREGATE OR STRAW
BACKFILL WITH TOPSOIL TO
TRANSITION INTO TOP OF BANK;
STABILIZE WITH COIR MAT
HIGH STRENGTH
DOUBLE STITCHED
"J" TYPE SEAMS
SEWN IN SPOUT
HIGH STRENGTH STRAPPING
o FOR HOLDING HOSE IN PLACE
15'-0"
TOP VIEW
IORI
AGGREGATE
STRAW UNDERLAYMENT
SIDE VIEW
WATER FLOW FROM PUMP
PUMP DISCHARGE HOSE
OPENING ACCOMODATES
UP TO 4" DISCHARGE HOSE
NOTE:
SILT CONTROL SYSTEM TO BE USED IN CONJUNCTION WITH PUMP AROUND IF DEEMED
NECESSARY BY SEDIMENT CONTROL INSPECTOR TO TREAT ANY SEDIMENT -LADEN WATER
WITHIN THE DRY WORK AREA.
DEWATERING/FILTER BAG MATERIALS SPECIFICATIONS:
THE DEWATERING/FILTER BAG SHALL BE MADE OF NON -WOVEN GEOTEXTILE WITH A MINIMUM
SURFACE AREA OF 225 SQUARE FEET PER SIDE. ALL STRUCTURAL SEAMS SHALL BE SEWN WITH
A DOUBLE STITCH USING A DOUBLE NEEDLE MACHINE WITH HIGH STRENGTH THREAD. THE SEAM
STRENGTH SHALL WITHSTAND 100LB/IN USING ASTM D-4884 TEST METHOD. THE
DEWATERING/FILTER BAG SHALL HAVE A NOZZLE LARGE ENOUGH TO ACCOMMODATE A FOUR
INCH DISCHARGE HOSE. THE NOZZLE SHALL BE SEALED TIGHTLY AROUND THE DISCHARGE
HOSE WITH A STRAP OR SIMILAR DEVICE TO PREVENT UNTREATED WATER FROM ESCAPING.
THE GEOTEXTILE FABRIC SHALL BE A NON -WOVEN FABRIC WITH THE FOLLOWING PROPERTIES:
WEIGHT ASTM D-3776 10 OZ/YD
GRAB TENSILE ASTM D-4632 270 LBS
PUNCTURE ASTM D-4833 150 LBS
FLOW RATE ASTM D-4491 70 GAL/MIN/SQ FT
PERMITIVITY ASTM D-4991 1/1.3 SEC
UV RESISTANCE ASTM D-4355 70%
AOS % RETAINED ASTM D-4751 100
CONSTRUCTION:
THE DEWATERING/FILTER BAG SHALL BE INSTALLED OVER A 3 INCH GRAVEL BASE OR A STRAW
BALE BASE TO PROMOTE INFILTRATION AND DEWATERING OF THE FILTER BAG.
C-31-0417
800
790
780
770
760
750
740
730
SEE
L'
GRADING
GRADING
3:1 GRADING
IN
TCE
18:1
EX.
10'
(MAX.)
KEY
ESMNT
.
-
•
• 3•
• • • •
g;1
a
0
0+00
J
A
PUMP
STREAM
FLOW
`1
a.
TEMP 18" TO
60" CMP
CLASS "I"
RIP RAP
TEMP. CONSTRUCTION
STREAM CROSSING
12'
MIN.
FLOW
0
5'
MIN
w-
w0
o= u-
1+00
STEEP ENBANKMENT SECTION (TYP)
DETAIL
1
N.T.S.
PROPOSED EARTH
BERM, TYP
CLASS "I"
RIP RAP
,ON°U• •
to a, itio: °:ftahp
O `
%•• • • ;
O
•
•
•
\
_/
20'
CROSSING
PIPE
POLYETHYLENE FABRIC
ON FACE (8 ML. THICK)
TO
PUMP
POLYETHYLENE FABRIC
ON FACE (8 ML. THICK)
0' CONSTRUCTION EASEMENT
(SEE NOTE 4)
PLAN
D5
SEDIMENT BAG
I 1 \
\\\-SEDIMENT BAG
PROPOSED EARTH
BERM, TYP
TEMP 24" TO
60" CMP
0
O 6
00. O 0I
00
CROSSING
PIPE
FROM
PUMP
GRADING KEY
STATION RANGE
71+00 TO 78+90
112+50 TO 121+50
L.
20'
25'
2+00
800
790
780
770
760
750
740
730
NOTES:
1. EROSION STONE TO BE 18" - 24" RIP -RAP UNLESS DESIGNATED DIFFERENTLY
ON CONSTRUCTION PLAN.
2. TEMPORARY CMP PIPE SIZE AND AMOUNT NEEDED SEE TABLE THIS SHEET.
3. PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR USING THE
BASE FLOW SHOWN ON THE CONSTRUCTION PLANS.
4. WIDTH OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON FIELD
CONDITIONS. ANY DISTRUBANCE(S) EXCEEDING 40' MAY REQUIRE ADDITIONAL
WATER QUALITY PERMITTING.
MAINTENANCE REQUIREMENTS:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES 2 INCH
OR MORE OF RAIN.
2. REMOVE SEDIMENT AND WOODY DEBRIS PROMPTLY.
3. SEE DETAIL C-31-0417 FOR MAINTENANCE REQUIREMENTS FOR TEMPORARY
A SEDIMENT FILTER BAG.
POLYETHYLENE FABRIC
ON FACE (8 ML. THICK)
TEMPORARY STONE DAM
SECTION A -A
A INSTALL SANDBAGS IN PIPE INVERT & FABRIC WHILE PUMPING
AROUND DURING CONSTRUCTION IN STREAM
B REMOVE SANBAGS & FABRIC TO ALLOW FLOW THROUGH
PIPE WHEN NOT PUMPING AROUND.
CREEK CROSSING BY-PASS
WITH PUMPING
C-35-0700
4. REMOVE COLLECTED SEDIMENT FROM STONE/RIPRAP AREAS AS
NECESSARY. TOPDRESS WITH 2-INCH CLEAN, WASHED STONE AS
NECESSARY.
PROPOSED EARTH
BERM, TYP
CONSTRUCTION SEQUENCE FOR STREAM CROSSING
1. CREEK BYPASS PUMP REQUIREMENTS SHALL BE DETERMINED BY CONTRACTOR.
2. INSTALL PUMPS UPSTREAM OF TEMPORARY STREAM CROSSING AND PUMP TO
AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN PUMPING AND CONTINUE
PUMPING WHILE WORKING WITHIN THE STREAM.
3. INSTALL UPSTREAM DAM AND DOWNSTREAM DAM WITH POLYETHYLENE FACING.
4. INSTALL EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF STREAM IN THE
CONSTRUCTION AREA.
5. INSTALL SEDIMENT FILTRATION BAG AT TOP OF BANK. DEWATER CONSTRUCTION
AREA BETWEEN STONE DAM PER DETAIL 0227038R USING THE BAG.
6. INSTALL THE NEW PIPELINE.
7. UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, POLYETHYLENE,
AND TEMPORARY CMP, DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED
UNTIL TOP OF RIP RAP IS LEVEL WITH STREAM BOTTOM.
8. REMOVE TEMPORARY EARTH BERM AND SEDIMENT BAGS AND STABILIZE AREAS AS
INDICATED ON DRAWINGS.
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY: M. KARMANOCKY
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
nston-Salem • Forsyth County
er Sewer • Solid
e Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
STANDARD DETAILS-5
DATE: J U N E 2022
HAZEN NO.: 32550-000
CONTRACT NO.:
DRAWING
NUMBER:
D5

VARIES
VARIES
20'
10' 10'
VARIES
Pm-
PLOT DATE: 6/8/2022 1:43 AM
11_
40'-0" MAX DISTURBED AREA
3 3
NOTE:
1 /4"/FT
z
1 /8"/FT
1 /8"/FT
1
1/4"/FT
1
3
12" THICK ABC TYPE I SEPARATOR
GEOTEXTILE
NATURAL SOIL OR COMPACTED EMBANKMENT
COMPACTED SUBGRADE
TYPICAL ROADWAY SECTION
C-32-0553
CONTRACTOR SHALL FOLLOW CREEK
CROSSING SEQUENCE AS NOTED ON
CONTRACT DRAWINGS.
(W) VARIES
SURFACE FLOW
DIVERSION
POLYETHYLENE MEMBRANE ON
FACE AND UNDER SAND BAR/RIP
RAP (20 MIL THICK MIN)
SANDBAGS, 12" - 18" RIP RAP
OR OTHER NON -ERODIBLE
MATERIAL
SYNTHETIC FILTER FABRIC
PUMP TO SETTLING
POND ABOVE HIGH
WATER
70% (W) MAX
COFFER DAM .-.::_: • -
DEFLECTION BERM
CONSTRUCTED FROM 12" - 18"
RIP RAP
PLAN
3'-0"
O'C°CJD
o0`ao
°OO'G6O
l�J oa
o°CD°:oo°
06.71
oob.09CY00
0
CY
o°U°oo°C?°oo.
000 &'n°rQ o'G°Q o
0,060070600,060
Oo b°o09o°00
oo°U°oo°C�°oo°C�
°ooa°oo°C ooa
°ooQU°oo`aC�°oo°C� o0
G°�O G°O.O'G°OO G°O
b °b °b
OaC� oOoC� ooaC ooaC�°0O
CONNECTION POINT
LEVEL WITH TOP OF BANK
OR AS NECESSARY
1
12" - 18" RIP RAP, NJ BARRIER
OR OTHER APPROVED
MATERIAL
SECTION A
COFFER DAM
C-35-0705
CREEK
BANK,
TYP
EPIPELINE SEE
PROFILE FOR
ELEVATION
MINIMUM 6" LIP
(SEE NOTE 3)
1/4
SUPPORTED
1/4
SUPPORTED
2"-3" SIZED WASHED STONE
�.�-rat4rge-ret:f''zze`'1
25' MIN
(BOTH SIDES)
DRAGLINE (TIMBER) MAT
(SEE NOTE 17)
o
TOP OF BANK
FLOW
SF
ELEVATION
15' MIN, 22' MAX
v(
Vu)
< < < < < <
J�LJ�LJ�LJ�LJ�LJ�LJ
)o
)o
1�.
4'
4'
A
25' MIN
< <
A :tY5tr5tr5trIrc=ind
PLAN
SILT FENCE, TYP
� FF
DOWNSLOPE
(.1)v
STREAM CHANNEL
TOP OF BANK
SURFACE FLOW DIVERSION
TEMPORARY STREAM CROSSING BY DRAGLINE MATS
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO A
MINIMUM.
2. CLEARING SHALL BE DONE BY CUTTING NOT GRUBBING. THE ROOTS AND STUMPS SHALL BE LEFT IN
PLACE TO HELP STABILIZE THE BANKS AND ACCELERATE RE -VEGETATION.
3. INSTALL A 6 INCH (MINIMUM)'LIP' ALONG THE OUTSIDE OF THE BRIDGEMAT TO PREVENT LOOSE
SEDIMENT FROM DEPOSITING IN STREAM DURING CROSSING.
4. INSTALL SILT FENCE ALONG TOPS OF BANKS AND TIE TO CROSSING.
5. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING
THE STREAM.
6. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW.
7. ALIGN APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM DISTANCE OF 30 FEET
AND STABILIZE WITH 8" THICK LAYER OF 2"-3" WASHED STONE FOR A MINIMUM OF 25 FEET.
8. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED OVERFLOW
AREAS, WITH RIPRAP OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR
THE IN -PLACE SOIL.
9. USE A SKIDDER BACKHOE OR KNUCKLEBOOM TO INSTALL AND REMOVE MATS.
10. PLACE MATS BETWEEN "BUMPER TREES" AND ANCHOR ON BOTH BANKS TO TREES OR DEADMAN
ANCHORS SUCH THAT MINIMUM BRIDGE WIDTH IS 8 FT.
11. ENSURE THAT 1/4 (MINIMUM) OF THE MAT TOTAL LENGTH IS SUPPORTED ON EACH SIDE OF THE BANK.
12. INSTALL WATER DIVERSION DEVICES ON BOTH SIDES OF THE CROSSING.
13. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED.
14. RESTORE THE STREAM CHANNEL TO ITS ORIGINAL CROSS-SECTION, AND SMOOTH AND APPROPRIATELY
STABILIZE ALL DISTURBED AREAS.
15. ANY IN -STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON STABILIZATION OF THE
AREA.
16. DRAGLINE MATS SHALL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION . CHANNEL AND
BANKS SHALL BE PROTECTED WITH CLASS 1 RIPRAP 18" THICK.
17. STEEL BEAMS AND/OR TRENCH BOXES CAN ALSO BE USED IN LIEU OF TIMBERS, BUT THE SYSTEM MUST
BE FULLY PLATED AND/OR COVERED TO PREVENT MATERIALS FROM FALLING THROUGH THE BRIDGE
AND THE BRIDGE MUST HAVE A 6 INCH LIP AS SPECIFIED IN NOTE 3 (ABOVE).
TEMPORARY VEHICULAR STREAM CROSSING BY DRAGLINE MAT
(BRIDGEMAT)
C-35-0704
UPSLOPE
VARIES SEE SITE PLAN
3'-1", MIN
FILTERED RUNOFF
3'-1", MIN
34"
MIN
CHAIN LINK FENCE POST, SEE DETAIL C-32-0500
SILT FENCE MATERIAL
SEDIMENT LADEN
RUNOFF
III TII III III
STANDARD SYMBOL
EMBED FILTER CLOTH 8"
MIN INTO GROUND
CROSS SECTION
SUPER SILT FENCE
C-31-0401
CHAIN
LINK
FENCE
GRADE
NOTES:
10' MAX CC
1
1 1
■■III■■■■■■■■■■■III■i
■■III■■■■■■■■■■■III■i
a■III■■■■■■■■■■■ium
■■III■■■■■■■■■■■III■r
CHAIN LINK FENCE POSTS
HEIGHT VARIES SEE SITE PLAN
-r / HEIGHT OF
1 FILTER CLOTH
= 34" MIN
■■III■■■■■■■■■■■III■I
PROFILE
r- 8" MIN
1. FENCING SHALL BE MINIMUM 42" IN HEIGHT AND CONSTRUCTED IN
ACCORDANCE WITH FENCING DETAIL C-32-0500.
2 FILTER CLOTH TO BE FASTENED SECURELY TO CHAIN LINK FENCE WITH
WIRE TIES SPACED EVERY 24" AT TOP AND MID SECTION.
WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY
3.
SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.
MAINTENANCE SHALL BE PERFORMED REGULARLY AND MATERIAL
4. REMOVED AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK.
FILTER CLOTH SHALL BE FASTENED SECURELY TO EACH FENCE POST
5. WITH WIRE TIES OR STAPLES AT TOP AND MID SECTION SHALL AND SHALL
MEET THE FOLLOWING REQUIREMENTS FOR GEOTEXTILE CLASS F:
TENSILE STRENGTH
D-4595
TENSILE MODULUS
D-4595
FLOW RATE
D-5141
FILTERING EFFICIENCY
D-5141
50 LB/IN (MIN)
20 LB/IN (MIN)
0.3 GAL/CU.FT/MIN. (MAX)
75 PERCENT (MIN)
ASTM TEST METHOD
ASTM TEST METHOD
ASTM TEST METHOD
ASTM TEST METHOD
#57 STONE 6" DEEP
(MIN.)
EXISTING
GRADE
12" OR z DIAMETER
OF PIPE,
WHICHEVER IS
GREATER
FILL WITH
CLASS B
RIP -RAP
x
X X
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00 �000000o00 00 0 0000�0 ogo
0 00 0 0 0 00 oc
o00 0 000 c
00 0QC
a o 2" - 3" COARSE o
0 o AGGREGATE 000
NOTES:
FILL WITH
CLASS B
RIP -RAP
DIAMETER OF PIPES
VARY, REFER TO PLAN
AND PROFILE SHEETS
BOTTOM OF
CREEK
1. SLOPE APPROACHES TO SPILLING CROSSING Z 1 OR FLATTER.
2. SPILLWAY LENGTH = BANK TO BANK WIDTH OF STREAM OR AS SHOWN ON PLANS.
3. PIPE TO EXTEND 1 FT BEYOND LIMITS OF RIP RAP. PIPE LENGTH SHALL BE 20' MINIMUM.
4. SEE PLANS FOR TEMPORARY/PERMANENT LOCATIONS.
#57 WASHED
STONE 6" DEEP
(MIN.)
5. TEMPORARY CROSSINGS TO BE REMOVED UPON COMPLETION OF CONSTRUCTION AND STREAM TO BE
RESTORED TO ORIGINAL CROSS-SECTION.
STREAM CROSSING WITH CULVERT
50'-0" MIN
00
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000 0 oo000
O 0 o O O
0 0 O O o Op00
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DETAIL
1
N.T.S.
X X
SILT FENCE*
EXISTING
ROADWAY
PLAN
0
z
0
D6
NOTES:
1 *SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE
TRAVELING OVER THE STONE, THEN THE TIRES OF
THE VEHICLE MUST BE WASHED BEFORE
ENTERING THE PUBLIC ROAD OR THE LENGTH OF
THE CONSTRUCTION ENTRANCE EXTENDED.
3. MAINTENANCE: ADD ADDITIONAL STONE AND
"FLUFF" TOP DRESSING WITH 2" STONE.
35'-0" MIN 15'-0" MIN
z
NEW CONSTRUCTION
b; 0 0 0p0000 0o
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TYPE II SEPARATOR GEOTEXTILE
CROSS SECTION
z_
SEE N.C. DENR EROSION AND SEDIMENT CONTROL
PLANNING and DESIGN MANUAL FOR CONDITIONS
WHERE PRACTICE APPLIES; PLANNING
CONSIDERATION & DESIGN CRITERIA.
GRAVEL ENTRANCE/EXIT
C-31-0490
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY: M. KARMANOCKY
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2"
1"
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
nston-Salem • Fors
er Sewer • Solid
h County
e Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
STANDARD DETAILS-6
DATE:
J U N E 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
D6

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PLOT DATE: 6/8/2022 1:43 AM
>
PERSPECTIVE VIEW
NOTE:
STAPLES TO BE SPACED AT 3'-0"
MAX IN ALL DIRECTIONS.
OVERLAP
TYP
n
LINING STAPLES
RECM AND TRM INSTALLATION
C-31-0470
BACKFILL AND COMPACT
LOOSE MATERIAL UPSTREAM
OF TUBE
GENERAL GUIDELINES FOR SPACING OF TUBE
TRENCHES FOR SLOPE INSTALLATIONS
SLOPE GRADIENT
TUBE INTERVAL
1H:1V
15 FEET
2H:1V
25 FEET
3H:1V
35 FEET
4H:1V
50 FEET
GENERAL GUIDELINES FOR SPACING OF TUBE
TRENCHES FOR CHANNEL INSTALLATIONS
TUBE SPACING CALCULATION
TUBE HEIGHT (ft. above grade) / SLOPE GRADIENT (ft/ft)
(eg. 20" tube w/ 1.416 ft. above grade)
1.416 / .01 = 142 ft. spacing
EXCAVATE A PLACEMENT
TRENCH TO 1/3 DEPTH OF
THE FFT
6 OR 8 INCH U-SHAPED WIRE
STAPLES PLACED AT ONE
FOOT INTERVALS DRIVEN
THROUGH OUTER 1 INCH OF
TUBE
NOTES:
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.
2. WHEN USED IN CONJUNCTION WITH WATERBARS, OVERLAP OR 'HOOK' FFT ROLL END A MINIMUM OF ONE FOOT ALONG DOWNSLOPE SIDE OF WATERBAR
AND EMBED A MINIMUM OF 6 INCHES. REDUCE STAKING INTERVAL TO ONE FOOT. THE FFT ROLL MUST HAVE 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.
4. WHEN PERFORMANCE -ENHANCING POLYMERS (PAMs) ARE USED, THE MOST DOWNSTREAM FFT SHALL BE A STAND-ALONE PRODUCT (NO PAMs).
CHANNEL PROTECTION APPLICATIONS:
1. FOR CHANNEL APPLICATIONS, BOTH UPSTREAM AND DOWNSTREAM ANCHORING SHOULD BE AT 1 FOOT INTERVALS.
2. FOR CHANNEL APPLICATIONS, FFTs SHALL BE STAND-ALONE PRODUCTS WITHOUT PAMs.
3. FFTs SHALL BE PLACED IN CHANNEL (AS DEMONSTRATED BELOW), IN ORDER TO ALLOW WATER TO POOL SUFFICIENTLY ON THE UPSTREAM SIDE OF THE
FFT.
4. FFTs SHALL EXTEND TO THE TOP OF BANK IN ORDER TO PREVENT SHORT CIRCUITING OF FLOW.
MAINTENANCE REQUIREMENTS:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES 2 INCH OR MORE OF RAIN. REMOVE ANY ACCUMULATED SEDIMENT AND/OR
WOODY DEBRIS.
2. FFTs SHALL BE ENTRENCHED AS SHOWN TO PREVENT UNDERCUTTING. ANY EVIDENCE OF UNDERCUTTING AND/OR EROSION SHALL BE REPAIRED
I M M ED IATELY.
3. STAKES AND/OR STAPLES THAT HAVE BECOME LOOSE OR DISPLACED SHALL BE REPAIRED IMMEDIATELY.
4. WHEN SEDIMENT ACCUMULATION REACHES 2 THE DIAMETER OF THE FFT, IT SHALL BE REMOVED AND DISPOSED OFF -SITE BY THE CONTRACTOR IN
ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
5. ANY VISIBLE DAMAGE TO THE FFT SHALL BE REPAIRED OR REPLACED IMMEDIATELY.
EXCAVATE A PLACEMENT
TRENCH TO 1/3 DEPTH OF
THE FFT
PROFILE VIEW - W/STAKING DETAIL
24„
10 FT TYPICAL
WOOD STAKE,
SEE STAKING DETAIL
CHANNEL CROSS SECTION
FIBER FILTRATION TUBE (FFT)
CHANNEL PROTECTION
C-31-0424
18 TO 20-INCH TUBE
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
CHANNEL BED
WOOD STAKE TO
PENETRATE THE OUTER
1-INCH OF TUBE
FFT TO EXTEND TO TOP
OF BANK
20" FFT
0
FORM BERM WITH
EXCAVATED MATERIAL
EXISTING GRADE
---------------
2
\\ „
STEEL POST
2
1�
TEMPORARY BERM
C-31-0440
WOVEN WIRE FABRIC
SIDE VIEW
3'-4"
WARNING SIGN
MIN 10 GAUGE
LINE WIRES
vPLASTIC OR
WIRE TIES
—F 2
NOTES:
1. ALL TEMPORARY BERMS SHALL BE LINED FROM THE INTERSECTION
OF THE CHANNEL WITH EXISTING GRADE TO THE TOP OF BERM
WITH A ROLLED EROSION CONTROL PRODUCT (RECP).
2. THE EROSION CONTROL BLANKET SHALL CONSIST OF A STRAW
MATTING WITH A PHOTODEGRADABLE POLYPROPYLENE NETTING,
SUCH AS THE NORTH AMERICAN GREEN (NAG) SC 150 EROSION
CONTROL BLANKET.
8'-0" MAX
VARIABLE AS DIRECTED BY THE ENGINEER
TREE PROTECTION AREA
DO NOT ENTER
11111E11111E11111E11111-11111-11111-11111-11111-11111-11111-11111-11111-11111-11111-11111 11111111M111
ORANGE, UV RESISTANT
HIGH -TENSILE STRENGTH
POLY -BARRICADE FABRIC, TYP
FRONT VIEW
NOTE: FOR TREE PROTECTION ONLY
TREE PROTECTION AREA
DO NOT ENTER
bo
WARNING SIGN DETAIL
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF
MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE, AND SPACED
AS DETAILED.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
ON CENTER THEREAFTER.
4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER,
PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF
PROJECT.
TREE PROTECTION FENCE
C-31-0404
MIN 12 1/2 GAUGE
INTERMEDIATE
WIRES, TYP
GRADE
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M. KARMANOCKY
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
nston-Salem • Forsyth County
er Sewer • Solid
e Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
STANDARD DETAILS
STANDARD DETAILS-7
DATE:
J U N E 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
D7

ABANDONMENT IN GRASS
ABANDONMENT IN PAVEMENT
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PLOT DATE: 6/8/2022 1:44 AM
EDGE OF FABRIC
4-INCHES MIN. FROM
WOODEN STAKE
FILL KEY TRENCH WITH TOPSOIL AND COMPACT
.111
✓ ✓l ✓l ✓!*%G v
STAKE FABRIC TO
BOTTOM OF
TRANSITION TRENCH,
1 STAKE PER 3 L.F.
WOODEN STAKE
KEY TRENCH DETAIL
OVERLAP SECTION B
-18" MIN-
O
O
SAW A 2 X 4 DIAGONALLY TO
PRODUCE 2 DEAD STOUT STAKES.
TYPICAL DETAIL
STAKE
TOE SLOPE PROTECTION TO
BE PROVIDED AS IDENTIFIED
ON DETAIL.
UPSTREAM FABRIC OVERLAPS DOWNSTREAM
FABRIC 1'
(SEE OVERLAP DETAIL)
KEY -IN VERTICAL
EDGE AT UPSTREAM
BOUNDARY LIMITS
z
z
3
1
FABRIC WRAP
WOVEN COIR
FABRIC
EDGE OF FABRIC
4-INCHES MIN. FROM
WOODEN STAKE
DEGREES
TOP OF BANK
ALL FABRIC
FORMS WILL BE
LAPPED IN AN
UPSTREAM TO
DOWNSTREAM
< =C'-Jf1N
TOE OF SLOPE
STAKES ON 3'
CENTERS, TYP
REMOVE ENTIRE CONE SECTION.
IF CONE SECTION IS ABOVE GROUND,
REMOVE CONE SECTION AND RISERS
A MINIMUM OF 18" BELOW GRADE.
BACKFILL AREA WITH SELECT FILL
AND 6" OF TOPSOIL.
PLAN VIEW FOLDING FABRIC AT BENDS
FILL KEY TRENCH WITH TOPSOIL AND COMPACT.
STAKE FABRIC TO
BOTTOM OF
TRANSITION TRENCH,
1 STAKE PER 3 L.F.
WOODEN STAKE
TRANSITION TRENCH DETAIL
UPSTREAM FABRIC
LAYER LAPS OVER
TOP
STAKE THROUGH
BOTTOM FABRIC
LAYER
3.0'
UPSTREAM FABRIC
OVERLAPS
DOWNSTREAM
FABRIC 1'
IFLOW>
WOVEN COIR FABRIC
DOWNSTREAM FABRIC
LAYER LAPS UNDER
STAKE THROUGH BOTH FABRIC
LAYERS
OVERLAP SECTION A
SEE KEY TRENCH
DETAIL
TOP OF BANK
IFLOW
i
STAKES
THROUGH
BOTTOM
FABRIC
LAYER
1
10 0
0 0
STAKES
THROUGH BOTH
FABRIC LAYERS
0 0 0
0 0 10 0
v0
1
z
z
SEE TRANSITION
TRENCH DETAIL
I
DOWNSTREAM FABRIC
TOE OF SLOPE
UPSTREAM FABRIC
BANKFULL
18" WOOD STAKE (EXPOSED
PORTION TO FACE UPSTREAM)
TIE-IN MATTING
(12" MIN)
PLAN VIEW
COIR FIBER MAT
— 6" MIN **
\�
12" *
�lllllll iil 111 l`Illl� `Illy"
lliil llllllllj \ \
,,mom'4./\
\ \\ \/\/\ \i\
J
KEY -IN VERTICAL EDGE
AT DOWNSTREAM
BOUNDARY LIMITS
BACKFILL AND TRANSITION
INTO STREAMBANK
1-FT MIN
TRIANGULAR
WOOD STAKE
THIS DRAWING REQUIRES
SUPPORTING TECHNICAL
DOCUMENTATION PRIOR TO
USE AND MUST BE ADAPTED
TO THE SPECIFIC SITE.
GENERAL NOTES
1. COCONUT EROSION CONTROL BLANKET SHALL BE 'ROLANKA
BIO-D 70' OR APPROVED EQUAL, ABLE TO WITHSTAND 12 FPS
WATER VELOCITIES AND 4.5 PSF SHEAR STRESS. FABRIC
EMBEDMENT 3.0 FT.
2. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION
CONTROL PRODUCTS (RECP), INCLUDING ANY NECESSARY
APPLICATION OF LIME, FERTILIZER AND SEED.
3. BEGIN AT THE BOTTOM OF THE SLOPE, WORKING FROM
DOWNSTREAM UP, AND ANCHOR FIBER MATTING IN A 12"
DEEP INITIAL ANCHOR TRENCH. BACKFILL TRENCH AND TAMP
EARTH FIRMLY.
4. OVERLAP EDGES OF ADJACENT PARALLEL ROLLS 12" AND
ANCHOR AT 12" CENTERS WITH THE UPPER ROLL
OVERLAPPING THE TOP OF THE LOWER ROLL.
5. WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END
(SHINGLE STYLE IN DIRECTION OF FLOW) WITH 12" OVERLAP
AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT
6" CENTERS. ADDITIONAL FASTENING MAY BE REQUIRED
WHERE MATTING IS CUT TO INSTALL PLANTINGS.
6. LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO
MAINTAIN DIRECT CONTACT WITH THE SOIL - DO NOT
STRETCH.
7. FOR SLOPES 2:1 AND STEEPER USE A MINIMUM OF (3)
18-INCH WOOD STAKES PER SQUARE YARD AND FOR SLOPES
FLATTER THAN 2:1 USE A MINIMUM OF (2) 18-INCH WOOD
STAKES PER SQUARE YARD. PROVIDE ADDITIONAL STAKING
ALONG CHANNEL BOTTOM WHERE COIR MAT FORMS TOE OF
SLOPE.
8. WOOD STAKES SHALL BE ANGLED SUCH THAT EXPOSED
PORTION (2" 4") FACES UPSTREAM.
9. ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN
12"x6" TERMINAL ANCHOR TRENCH (MIRROR IMAGE OF
INITIAL TRENCH).
* 10. ANCHORING DIMENSIONS TO BE REDUCED IN AREAS OF
NATURAL RESOURCES TO BE PROTECTED.
EXISTING GROUND ** 11. EROSION CONTROL MATTING MAY BE EXTENDED UP STREAM
BANK AS DIRECTED.
PROPOSED SLOPE
COIR MAT TO OVERLAY STRAW, SEED AND 6 INCHES OF TOP SOIL
COIR FIBER MATTING OVER TOPSOIL ALONG SLOPES AND STREAMBANKS
DETAIL
1
N.T.S.
D8
FILL REMAINDER
MANHOLE WITH SAND
IN -PLACE MANHOLE ABANDONMENT
DETAIL
2
N.T.S.
D8
,\/ \///\,
//////////////,
LJ
PRECAST MANHOLE,
SEE WSFCUC DETAILS
REMOVE ENTIRE CONE SECTION AND
BACKFILL PER PAVEMENT PATCH
REQUIREMENTS.MAXIMUM PAVEMENT
CUT SHALL BE 8' x 8'.
CUT AND PLUG ALL SEWERS INTO AND
OUT OF THE MANHOLE. ABANDON
SEWERS AS NOTED ON PLANS.
FILL MANHOLE TO CROWN OF PIPE
N
z
2
FINISH GRADE
644-b644-b eras:
��• ea.
SECTION VIEW
2" DIA SCH 80 PVC
AWG #12 GAUGE SOLID COPPER
TRACER WIRE WITH 30MIL GREEN
HDPE INSULATION
TRACER WIRE TO BE
INSTALLED DIRECTLY
OVER PIPE
PROPOSED SANITARY
SEWER PIPE
TRACER WIRE CONNECTION 3/8"X2-1/2"
POINT, SEE DETAIL 3/D1 HEX BOLT
3/8" MED SPLIT
LOCK WASHERS
3/8" HEX NUT
TRACER WIRE
EXPOSED
TRACER WIRE
DETAIL
3
NTS
D8
2" PVC CAP
PVC PIPE
CEMENT
2" DIA
SCH 80 PVC
AWG #12 GAUGE SOLID
COPPER TRACER WIRE
WITH 30MIL GREEN
HDPE INSULATION
TRACER WIRE CONNECTION POINT
DETAIL
4
NTS
D8
PLAN VIEW
AWG #12 GAUGE SOLID COPPER
TRACER WIRE WITH 30MIL GREEN
HDPE INSULATION
PROPOSED
SANITARY SEWER
PIPE
PRECAST MANHOLE,
SEE DETAIL 5/D5
PROJECT
ENGINEER:
B. BENNETT
DESIGNED BY:
J. GREENE
DRAWN BY:
M. KARMANOCKY
CHECKED BY:
A. BABSON
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
0 1/2" 1"
Hazen
HAZEN AND SAWYER
620 GREEN VALLEY ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27408
LICENSE NO.: C-0381
nston-Salem • Forsyth County
er Sewer • Solid Waste Disposal
FIDDLERS CREEK
GRAVITY OUTFALL
STANDARD DETAILS
STANDARD DETAILS-8
DATE:
J U N E 2022
HAZEN NO.:
32550-000
CONTRACT NO.:
DRAWING
NUMBER:
D8