20180372 Ver 1_More Info Received_20180313

NORTH CAROLINA
FINAL DRAWING
NOT RELEASED
FOR CONSTRUCTION
NORTH CAROLINA ONE -CALL CENTER 1-800-632-4949 OR 811
CONTRACTOR SHALL ADHERE TO THE NORTH CAROLINA
UNDERGROUND UTILITY SAFETYAND DAMAGE PREVENTION
ACT FOR ALL EXCAVATIONS OPERATIONS.
UTILITIES EXTENSION
VICINITY MAP
NOT TO SCALE
TWC PROJECT NO. 2488-GX
m.mm"EBRUARY 2018
CHAIRMAN
LEONARD WIGGINS
VICE CHAIRMAN
,JONATHAN FELTON
COMMISSIONERS
EVELYN POWELL VIOLA HARRIS.
DONALD C. BOSWELL REV. WAYN E H I N ES
WILLIAM "BILLY" WOOTEN
COUNTY MANAGER
ERIC EVANS
DIRECTOR OF WATER AND SEWER WORKS
MICHAEL MATTHEWS
THE WOOTEN COMPANY
301 West 14th Street Greenville NC 27834
252.757.1096 fax [phone]
License Number: F-0115
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NORTH CAROLINA
FINAL DRAWING
NOT RELEASED
FOR CONSTRUCTION
NORTH CAROLINA ONE -CALL CENTER 1-800-632-4949 OR 811
CONTRACTOR SHALL ADHERE TO THE NORTH CAROLINA
UNDERGROUND UTILITY SAFETYAND DAMAGE PREVENTION
ACT FOR ALL EXCAVATIONS OPERATIONS.
UTILITIES EXTENSION
VICINITY MAP
NOT TO SCALE
TWC PROJECT NO. 2488-GX
m.mm"EBRUARY 2018
CHAIRMAN
LEONARD WIGGINS
VICE CHAIRMAN
,JONATHAN FELTON
COMMISSIONERS
EVELYN POWELL VIOLA HARRIS.
DONALD C. BOSWELL REV. WAYN E H I N ES
WILLIAM "BILLY" WOOTEN
COUNTY MANAGER
ERIC EVANS
DIRECTOR OF WATER AND SEWER WORKS
MICHAEL MATTHEWS
THE WOOTEN COMPANY
301 West 14th Street Greenville NC 27834
252.757.1096 fax [phone]
License Number: F-0115
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SITE AREA DESCRIPTION
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MAJOR CONTOUR
- - - - - - - MINOR CONTOUR
PERM. UTILITY EASEMENT [
Notify NC811 Three Full Working Days Before Digging
Dial 811 or 1-800-632-4949, or visit www.nc8ll.org
INDEX TO DRAWINGS
C.1.1 COVER SHEET
C.1.2 SHEET INDEX, ABBREVIATIONS, GENERAL NOTES & LEGEND
C.1.3 INDEX TO SHEET
C.2.1 NEW 16" WATERLINE PLAN VIEW STA o+oo TO 20+00 (+/-)
C.2.2 NEW 16" WATERLINE PLAN VIEW STA 20+00 TO 53+00 (+/-)
C.2.3 NEW 16" WATERLINE PLAN VIEW STA 53+oo TO 84+00 (+/-)
C.2.4 NEW 16" WATERLINE PLAN VIEW STA 84+oo TO 1o6+oo (+/-)
C.2.5 NEW 16" WATERLINE PLAN VIEW STA 106+oo TO 138+oo (+/-)
C.2.6 NEW 16" WATERLINE PLAN VIEW STA 138+oo TO 17o+oo (+/-)
C.2.7 NEW 16" WATERLINE PLAN VIEW STA i7o+oo TO END.
C.2.8 NEW 16" WATERLINE PLAN VIEW HART CHAPEL RD. STA o+oo TO END.
C.3.1 NEW lo" FORCE MAIN PLAN VIEW STA o+oo TO 20+00 (+/-)
C.3.2 NEW 1o" FORCE MAIN PLAN VIEW STA 20+00 TO 42+00 (+/-)
C.3.3 NEW 1o" FORCE MAIN PLAN VIEW STA 42+oo TO 6o+oo (+/-)
C.3.4 NEW 1o" FORCE MAIN PLAN VIEW STA 6o+oo TO END.
C.4.1 NEW 3o" GRAVITY SEWER PLAN & PROFILE STA o+oo TO 13+50 (+/-)
C.4.2 NEW 18" GRAVITY SEWER PLAN & PROFILE STA 13.00+oo TO 23+00
C.4.3 NEW 18" GRAVITY SEWER PLAN & PROFILE STA 23.00+oo TO 36+oo
C.4.4 NEW 18" GRAVITY SEWER PLAN & PROFILE STA 36+oo TO END.
C.5.1. NEW KINGSBORO PUMP STATION EXISTING & GRADING PLAN
C.5.2 NEW KINGSBORO PUMP STATION SITE PLAN
C.5.3 NEW KINGSBORO PUMP STATION SITE PLAN LAYOUT & SECTION
C.5.4 NEW KINGSBORO PUMP STATION DETAILS
C.5.5 ADD ALTERNATIVE 1 & 2 MECHANICAL BAR SCREEN SITE PLAN & DETAILS
C.5.6 ADD ALTERNATIVE 1 & 2 MECHANICAL BAR SCREEN LAYOUT & DETAILS
C.6.1 WATER DETAILS
C.7.1 SEWER DETAILS
C.8.1 GENERAL DETAILS
C.8.2 GENERAL DETAILS
C.9.1 SEDIMENT AND EROSION CONTROL DETAILS
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- - - - - - - MINOR CONTOUR
PERM. UTILITY EASEMENT [
Notify NC811 Three Full Working Days Before Digging
Dial 811 or 1-800-632-4949, or visit www.nc8ll.org
INDEX TO DRAWINGS
C.1.1 COVER SHEET
C.1.2 SHEET INDEX, ABBREVIATIONS, GENERAL NOTES & LEGEND
C.1.3 INDEX TO SHEET
C.2.1 NEW 16" WATERLINE PLAN VIEW STA o+oo TO 20+00 (+/-)
C.2.2 NEW 16" WATERLINE PLAN VIEW STA 20+00 TO 53+00 (+/-)
C.2.3 NEW 16" WATERLINE PLAN VIEW STA 53+oo TO 84+00 (+/-)
C.2.4 NEW 16" WATERLINE PLAN VIEW STA 84+oo TO 1o6+oo (+/-)
C.2.5 NEW 16" WATERLINE PLAN VIEW STA 106+oo TO 138+oo (+/-)
C.2.6 NEW 16" WATERLINE PLAN VIEW STA 138+oo TO 17o+oo (+/-)
C.2.7 NEW 16" WATERLINE PLAN VIEW STA i7o+oo TO END.
C.2.8 NEW 16" WATERLINE PLAN VIEW HART CHAPEL RD. STA o+oo TO END.
C.3.1 NEW lo" FORCE MAIN PLAN VIEW STA o+oo TO 20+00 (+/-)
C.3.2 NEW 1o" FORCE MAIN PLAN VIEW STA 20+00 TO 42+00 (+/-)
C.3.3 NEW 1o" FORCE MAIN PLAN VIEW STA 42+oo TO 6o+oo (+/-)
C.3.4 NEW 1o" FORCE MAIN PLAN VIEW STA 6o+oo TO END.
C.4.1 NEW 3o" GRAVITY SEWER PLAN & PROFILE STA o+oo TO 13+50 (+/-)
C.4.2 NEW 18" GRAVITY SEWER PLAN & PROFILE STA 13.00+oo TO 23+00
C.4.3 NEW 18" GRAVITY SEWER PLAN & PROFILE STA 23.00+oo TO 36+oo
C.4.4 NEW 18" GRAVITY SEWER PLAN & PROFILE STA 36+oo TO END.
C.5.1. NEW KINGSBORO PUMP STATION EXISTING & GRADING PLAN
C.5.2 NEW KINGSBORO PUMP STATION SITE PLAN
C.5.3 NEW KINGSBORO PUMP STATION SITE PLAN LAYOUT & SECTION
C.5.4 NEW KINGSBORO PUMP STATION DETAILS
C.5.5 ADD ALTERNATIVE 1 & 2 MECHANICAL BAR SCREEN SITE PLAN & DETAILS
C.5.6 ADD ALTERNATIVE 1 & 2 MECHANICAL BAR SCREEN LAYOUT & DETAILS
C.6.1 WATER DETAILS
C.7.1 SEWER DETAILS
C.8.1 GENERAL DETAILS
C.8.2 GENERAL DETAILS
C.9.1 SEDIMENT AND EROSION CONTROL DETAILS
GENERAL NOTES:
ADHERE TO THE FOLLOWING ITEMS IN THE CONSTRUCTION OF CONTRACT 1: KINGSBORO INDUSTRIAL PARK, UTILITIES
EXTENSION FOR EDGECOMBE COUNTY UNLESS OTHERWISE NOTED.
1. EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY. NOTIFY UTILITY LOCATING SERVICE TO
MARK LOCATION OF EXISTING UTILITIES AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION
ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES.
THE COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
2. CONTRACTOR SHALL CONTACT THE N.C. DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WORK WITHIN
NCDOT RIGHT-OF-WAY. THE NCDOT ASSTfANT DISTRICT ENGINEER FOR THIS PROJECT IS KRISTIN BARNES,PE
(252-5834230) FOR EDGECOMBE COUNTY.
3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNER MARKERS. DISTURBED PROPERTY CORNERS
SHALL BE RE-ESTABLISHED BY A PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
4. TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY.
MINOR ITEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, EXISTING SIGNS, MAIL BOXES, SHRUBS (UNDER 6FT
IN HEIGHT, AND TREES (UNDER 3 INCHES IN DIAMETER). REINSTALL ITEMS TO THEIR ORIGINAL CONDITION.
TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT AND RIGHTS-OF-WAY AT A LOCATION
AGREED TO BY THE PROPERTY OWNER. INCLUDE COST IN THE PER FOOT COST OF THE UTILITY BEING
INSTALLED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO EXISTING UTILITIES, STORM
DRAINAGE, HEADWALLS, AND OTHER FACILITIES CAUSED BY THE CONTRACTOR OR RESULTING FROM THE
CONTRACTOR'S WORK ASSOCIATED WITH ACCOMPLISHING THE PROJECT.
THE CONTRACTOR SHALL CORRECT OR REPLACE THOSE UTILITIES, STORM DRAINAGE, HEADWALLS, AND
OTHER FACILITIES DAMAGED OR DESTROYED DURING CONSTRUCTION WHETHER SHOWN ON THE PLANS
ORNOT, ACCORDING TO THE NCDOT ENGINEER'S SPECIFICATIONS WITHIN NCDOT RIGHT - OF - WAY AND
ENGINEER'S SPECIFICATIONS OUTSIDE OF RIGHT - OF - WAY.
6. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER STRUCTURES
DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST
TO THE OWNER ACCORDING TO THE NCDOT ENGINEER'S SPECIFICATIONS WITHIN NCDOT RIGHT - OF - WAY
AND ENGINEER'S SPECIFICATIONS OUTSIDE OF RIGHT - OF - WAY.
7. 6 INCHES OF NCDOT ABC AGGREGATE SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED DRIVEWAYS
AND ROADS 5 FOOT WIDE.
8. OPEN CUT GRAVEL DRIVEWAYS, REPLACE CURB AND GUTTER AND SIDEWALK WITH NEW CONCRETE TO
MATCH THE EXISTING CROSS SECTION. PROVIDE PAVEMENT PATCHING PER DETAILS.
9. THE PROJECT AREA INCLUDES RESIDENTIAL AND COMMERCIAL NEIGHBORHOODS REQUIRING CONTINUOUS
INGRESS AND EGRESS FACILITIES. THE CONTRACTOR SHALL UTILIZE ANY AND ALL CONSTRUCTION METHODS,
INCLUDING INCIDENTAL STONE, AS NECESSARY TO MAINTAIN INGRESS AND EGRESS TO ALL PROPERTIES AT
ALL TIMES DURING THE CONSTRUCTION PERIOD EXCEPT DURING THE TIME PERIOD REQUIRED FOR
EXCAVATION, PIPE LAYING, AND BACKFILLING.
10. SEE NCDOT STANDARD SPECIFICATIONS FOR INSTALLATION OF UTILITIES WITHIN NCDOT
RIGHTS-OF-WAY.
11. CONTRACTOR SHALL INSTALL VALVE MARKERS FOR EACH MAIN LINE VALVE PER DETAIL.
12. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION AND SIZE OF ALL EXISTING UTILITIES
A MINIMUM OF 300 FEET IN ADVANCE OF PIPE LAYING ACTIVITIES. NOTIFY THE ENGINEER IMMEDIATELY IF A
POTENTIAL CONFLICT ARISES BETWEEN THE EXISTING AND PROPOSED UTILITIES.
13. VALVES SHALL NOT BE PLACED WITHIN A DITCH OR DRAINAGE FEATURES.
14. EXISTING TREES ARE TO BE PROTECTED UNLESS OTHERWISE NOTED.
15. RIVER BASIN: TAR-PAMLICO
16. LIDAR SOURCE: JAMES C. GRAY JR., FIRM/ESP # L-4778
EROSION CONTROL NOTES:
1. INSTALL SILT FENCE OVER AND AROUND THE TOP OF EXISTING PIPES AND INLETS AT DISTURBED AREAS.
2. ALL DISTURBED AREAS SHALL BE GRADED TO MINIMIZE RUNOFF.
3. INSTALL SILT FENCE AROUND SPOIL PILES AND ALONG TRENCHES TO MINIMIZE SEDIMENT FROM ENTERING
ROADSIDE DITCHES AND EXISTING DRAINAGE OUTLETS.
4. ALL DISTURBED AREAS ON THE BANKS AND APPROACHES TO DITCH, STREAM OR CREEK CROSSINGS SHALL
BE GRADED NOT TO EXCEED 2:1 RATIO AND STABILIZED WITH BANK STABILIZATION. SURFACE WATER RUNOFF
SHALL BE DIVERTED FROM DISTURBED AREAS.
5. PROVIDE EROSION CONTROL MEASURES AROUND STOCKIWASTE PILES AND STAGING AREAS AS NEEDED OR
AS DIRECTED BY ENGINEER.
6. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT
FENCE, STONE CHECK DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS.
7. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF RIP -RAP
IMMEDIATELY UPON COMPLETION OF INSTALLATION OF PIPE.
8. WHERE THE AREA AROUND AN OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "I"
RIP -RAP SHALL BE PLACED AROUND PIPE OUTLET AS NEEDED OR AS DIRECTED BY THE ENGINEER.
9. ALL DISTURBED AREAS RELATED TO PIPE INSTALLATION SHALL BE TEMPORARY SEEDED WITHIN SEVEN (7)
CALENDAR DAYS ON SLOPES AND FOURTEEN (14) CALENDAR DAYS ON ANY OTHER DISTURBED AREA.
10. TRENCH SHOULD BE BACKFILLED DAILY.
11. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY VEGETATIVE
COVER, AND MUST BE PROVIDED WITH A GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN 7
CALENDAR DAYS OF COMPLETION OF ANY PHASE (ROUGH OR FINAL) OF GRADING (RYE GRASS IS NOT IN
THE APPROVED SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF
A TEMPORARY GROUND COVER).
12. PROVIDE STABILIZATION PER NPDES PERMIT UNLESS OTHERWISE STIPULATED.
13. TO FACILITATE IN CLEANUP, PLACE A LAYER OF SAND, SCREENING OR FINES ON ANY PAVED SURFACE PRIOR
TO DEPOSITING ANY EXCAVATED MATERIAL.
14. EROSION CONTROL MATTING SHALL BE ADDED TO THE SILT FENCING OUTLETS AS NEEDED.
15. ADEQUATE E&S CONTROL MEASURES MUST BE INSTALLED DURING CLEARING/GRUBBING OR DEMOLITION
PHASES.
16. AT NO POINT DURING CONSTRUCTION OF CONTRACT I SHALL THE CONTRACTOR HAVE GREATER THAN 5 AC. OF
DISTURBED, NON -SEEDED AREA.
EROSION CONTROL CONSTRUCTION SEQUENCE:
1. CONTACT LAND QUALITY AT (919-791-4200) BEFORE ANY WORK BEGINS.
2. POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
3. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS
OR SPECIFIED IN THE SPECIFICATIONS.
4. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS.
5. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF SEWER SYSTEM INSPECT
DEVICES AFTER EVERY RAINFALL EVENT AND CLEAN OUT TRAPS AND/OR CHECK DAMS WHEN HALF FULL.
6. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS INDICATED ON THE
DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, OR AS NEEDED OR DIRECTED BY ENGINEER.
7. SEED AND MULCH DISTURBED AREAS WITHIN SEVEN (7) CALENDAR DAYS ON SLOPES AND FOURTEEN (14)
CALENDAR DAYS ANYWHERE ELSE AND:
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE TIME FRAME.
8. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY LAND QUALITY. UPON APPROVAL OF SITE
STABILIZATION, REMOVE TEMPORARY EROSION DEVICES, DRESS OUT AREA, AND SEED AND MULCH.
PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND APPROVED BY ENGINEER-
9.
NGINEER9. POST CONSTRUCTION AND EXISTING GRADES WITHIN THE LIMITS OF DISTURBANCE SHALL BE THE SAME TO
THE GREATEST EXTENT PRACTICABLE SO AS NOT TO CHANGE DRAINAGE PATTERNS, NOR TO CREATE
POCKET WETLANDS. POSITIVE DRAINAGE SHALL BE PROVIDED.
10. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRED THAT PERSONS
RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT
TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE
SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS
THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING
TO THE APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT,
AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1
AND 15A NCAC 4B.0131. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET
FROM ht4)://deq.nc.gov/about/divisions/energy-mineral-land-resources/crosion-sediment-control. IF YOU HAVE QUESTIONS OR
CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT [phone].
111. PERMANENT GROUND COVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER
1 IS SHORTER. HOWEVER, NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE.
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MAX
MAXIMUM
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ABOVE FINISHED FLOUR
MECH
MATERIAL
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ALUMINUM
MAn
MECHANICAL
APPROX
APPROXIMATE
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MANUFACTURER
ASPH
ASPHALT
MH
MANHOLE
ASSY
ASSEMBLY
MI
MECHANICAL JOINT
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AVERAGE
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MINIMUM
ARV
AIR RELEASE VALVE
MON
MONUMENT
AZ
AZIMUTH
AWWA
AMERICAN WATER WORKS ASSOCIATION
N/A
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N
NORTH
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BACK OF CURB TO BACK OF CURB
NAD 83
NORTH AMERICAN DATUM 1963
BLDG
BUILDING
NC
NORMAL CROWN
BM
BENCHMARK
NC GRID
NORTH CAROLINA GRID
BOA
BLOW -OFF ASSEMBLY
NOGS
NORTH CAROLINA GEODETIC SURVE
BOT
BOTTOM
NO.
NUMBER
BW
BARB WIRE
NTS
NOT TO SCALE
NOM
NOMINAL
C&G
CURB AND GUTTER
NWL
NORMAL WATER LEVEL
CB
CATCH BASIN
C
CENTERLINE
DC
ON CENTER
CIP
CAST IRON PIPE
OD
OUTSIDE DIAMETER
CI
CURB INLET
O/H
OVERHEAD
CLR
CLEARANCE
ORIG
ORIGINAL
CM
CONCRETE MONUMENT
CMP
CORRUGATED METAL PIPE
PC
POINT OF CURVATURE
CMU
CONCRETE MASONARY UNIT
PED
PEDESTAL
CO
CLEAN OUT
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PLAIN END
CONC
CONCRETE
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POINT OF INTERSECTION
CONT
CONTINUOUS
PIV
POST INDICATOR VALVE
CONSIR
CONSTRUCTION
P
PROPERTY LINE
CONTR
CONTRACTOR
PP
POWER POLE
CDR
CORNER
PRV
PRESSURE REDUCING VALVE
CULV
CULVERT
PSI
POUNDS PER SQUARE INCH
PVC
POLYVINYLCHLORIDE
D
DEPTH
PT
POINT OR POINT OF TANGENCY
DI
DROPINLET
PVMT
PAVEMENT
DIA
DIAMETER
DIP
DUCTILE IRON PIPE
R
RADIUS
DIM
DIMENSION
RIGHT OF WAY
DISCH
DISCHARGE
RCP REINFORCED
CONCRETE PIPE
DIST
DISTANCE
REF
REFERENCE
DOT
DEPARTMENT OF TRANSPORTATION
REQ'D
REQUIRED
DW
DOMESTIC WATER
RET
RETAINING
DELTA
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REVISED
RPZ
REDUCED PRESSURE ZONE
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EAST
RPM
REVOLUTIONS PER MINUTE
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RIGHT
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EXISTING IRON PIPE
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ELEVATION
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SIDEWALK
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ELECTRIC
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STORM DRAINAGE MANHOLE
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EXISTING
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SILT FENCE
EXP -H.
EXPANSION JOINT
SHT
SHEET
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SOUTH
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FINISHED FLOOR ELEVATION
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SPECIFICATIONS
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FINISHED GRADE
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SQUARE
FH
FIRE HYDRANTSS
STEEL
FIN
FINISH
ST
STREET
FIG
FLANGE
STA.
STATION
FM
FORCE MAIN
SID
STANDARD
FP
FIRE PROTECTION
SYM
SYMBOL
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FEET PER SECOND
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FEET
T
TANGENT
FIG
FOOTING
IBM
TEMPORARY BENCH MARK
TCP
TERRA COTTA PIPE
G
GAS
TDD
TEMPORARY DIVERSION DITCH
GA
GAGE
TEL
TELEPHONE
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GALVANIZED
TEL PED
TELEPHONE PEDESTAL
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GAS METER
TEMP
TEMPORARY
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GALLONS PER MINUTE
THK
THICK
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TOP OF CURB
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TOP
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GYPSUM
TOW
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TELEPHONE POLE
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HANDICAPPED
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HEIGHT
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TYPICAL
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HORIZONTAL
HP
HORSEPOWER
U/G
UNDERGROUND
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HIGH WATER ALARM
HWL
HIGH WATER LEVEL
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VERTICAL CURVE
HYD
HYDRANT
VCP
VITRIFIED CLAY PIPE
VERT
VERTICAL
ID
INSIDE DIAMETER
VOL
VOLUME
IN
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VERTICAL POINT OF CURVATURE
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INCHES PER HOUR
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VERTICAL POINT OF INTERSECTION
INF
INFLUENT
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VERTICAL POINT OF TANGENCY
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INVERT
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WATER LINE
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WATER METER
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WEIGHT
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WATER VALVE
WTP
WATER TREATMENT PLANT
KWY
KEYWAY
WWF
WELDED WIRE FABRIC
W WTP
WASTE WATER TREATMENT PLANT
U
LINEAR FEET
L
LENGTH
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YARD INLET
GENERAL NOTES:
ADHERE TO THE FOLLOWING ITEMS IN THE CONSTRUCTION OF CONTRACT 1: KINGSBORO INDUSTRIAL PARK, UTILITIES
EXTENSION FOR EDGECOMBE COUNTY UNLESS OTHERWISE NOTED.
1. EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY. NOTIFY UTILITY LOCATING SERVICE TO
MARK LOCATION OF EXISTING UTILITIES AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION
ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES.
THE COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
2. CONTRACTOR SHALL CONTACT THE N.C. DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WORK WITHIN
NCDOT RIGHT-OF-WAY. THE NCDOT ASSTfANT DISTRICT ENGINEER FOR THIS PROJECT IS KRISTIN BARNES,PE
(252-5834230) FOR EDGECOMBE COUNTY.
3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNER MARKERS. DISTURBED PROPERTY CORNERS
SHALL BE RE-ESTABLISHED BY A PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
4. TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY.
MINOR ITEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, EXISTING SIGNS, MAIL BOXES, SHRUBS (UNDER 6FT
IN HEIGHT, AND TREES (UNDER 3 INCHES IN DIAMETER). REINSTALL ITEMS TO THEIR ORIGINAL CONDITION.
TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT AND RIGHTS-OF-WAY AT A LOCATION
AGREED TO BY THE PROPERTY OWNER. INCLUDE COST IN THE PER FOOT COST OF THE UTILITY BEING
INSTALLED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO EXISTING UTILITIES, STORM
DRAINAGE, HEADWALLS, AND OTHER FACILITIES CAUSED BY THE CONTRACTOR OR RESULTING FROM THE
CONTRACTOR'S WORK ASSOCIATED WITH ACCOMPLISHING THE PROJECT.
THE CONTRACTOR SHALL CORRECT OR REPLACE THOSE UTILITIES, STORM DRAINAGE, HEADWALLS, AND
OTHER FACILITIES DAMAGED OR DESTROYED DURING CONSTRUCTION WHETHER SHOWN ON THE PLANS
ORNOT, ACCORDING TO THE NCDOT ENGINEER'S SPECIFICATIONS WITHIN NCDOT RIGHT - OF - WAY AND
ENGINEER'S SPECIFICATIONS OUTSIDE OF RIGHT - OF - WAY.
6. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER STRUCTURES
DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST
TO THE OWNER ACCORDING TO THE NCDOT ENGINEER'S SPECIFICATIONS WITHIN NCDOT RIGHT - OF - WAY
AND ENGINEER'S SPECIFICATIONS OUTSIDE OF RIGHT - OF - WAY.
7. 6 INCHES OF NCDOT ABC AGGREGATE SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED DRIVEWAYS
AND ROADS 5 FOOT WIDE.
8. OPEN CUT GRAVEL DRIVEWAYS, REPLACE CURB AND GUTTER AND SIDEWALK WITH NEW CONCRETE TO
MATCH THE EXISTING CROSS SECTION. PROVIDE PAVEMENT PATCHING PER DETAILS.
9. THE PROJECT AREA INCLUDES RESIDENTIAL AND COMMERCIAL NEIGHBORHOODS REQUIRING CONTINUOUS
INGRESS AND EGRESS FACILITIES. THE CONTRACTOR SHALL UTILIZE ANY AND ALL CONSTRUCTION METHODS,
INCLUDING INCIDENTAL STONE, AS NECESSARY TO MAINTAIN INGRESS AND EGRESS TO ALL PROPERTIES AT
ALL TIMES DURING THE CONSTRUCTION PERIOD EXCEPT DURING THE TIME PERIOD REQUIRED FOR
EXCAVATION, PIPE LAYING, AND BACKFILLING.
10. SEE NCDOT STANDARD SPECIFICATIONS FOR INSTALLATION OF UTILITIES WITHIN NCDOT
RIGHTS-OF-WAY.
11. CONTRACTOR SHALL INSTALL VALVE MARKERS FOR EACH MAIN LINE VALVE PER DETAIL.
12. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION AND SIZE OF ALL EXISTING UTILITIES
A MINIMUM OF 300 FEET IN ADVANCE OF PIPE LAYING ACTIVITIES. NOTIFY THE ENGINEER IMMEDIATELY IF A
POTENTIAL CONFLICT ARISES BETWEEN THE EXISTING AND PROPOSED UTILITIES.
13. VALVES SHALL NOT BE PLACED WITHIN A DITCH OR DRAINAGE FEATURES.
14. EXISTING TREES ARE TO BE PROTECTED UNLESS OTHERWISE NOTED.
15. RIVER BASIN: TAR-PAMLICO
16. LIDAR SOURCE: JAMES C. GRAY JR., FIRM/ESP # L-4778
EROSION CONTROL NOTES:
1. INSTALL SILT FENCE OVER AND AROUND THE TOP OF EXISTING PIPES AND INLETS AT DISTURBED AREAS.
2. ALL DISTURBED AREAS SHALL BE GRADED TO MINIMIZE RUNOFF.
3. INSTALL SILT FENCE AROUND SPOIL PILES AND ALONG TRENCHES TO MINIMIZE SEDIMENT FROM ENTERING
ROADSIDE DITCHES AND EXISTING DRAINAGE OUTLETS.
4. ALL DISTURBED AREAS ON THE BANKS AND APPROACHES TO DITCH, STREAM OR CREEK CROSSINGS SHALL
BE GRADED NOT TO EXCEED 2:1 RATIO AND STABILIZED WITH BANK STABILIZATION. SURFACE WATER RUNOFF
SHALL BE DIVERTED FROM DISTURBED AREAS.
5. PROVIDE EROSION CONTROL MEASURES AROUND STOCKIWASTE PILES AND STAGING AREAS AS NEEDED OR
AS DIRECTED BY ENGINEER.
6. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT
FENCE, STONE CHECK DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS.
7. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF RIP -RAP
IMMEDIATELY UPON COMPLETION OF INSTALLATION OF PIPE.
8. WHERE THE AREA AROUND AN OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "I"
RIP -RAP SHALL BE PLACED AROUND PIPE OUTLET AS NEEDED OR AS DIRECTED BY THE ENGINEER.
9. ALL DISTURBED AREAS RELATED TO PIPE INSTALLATION SHALL BE TEMPORARY SEEDED WITHIN SEVEN (7)
CALENDAR DAYS ON SLOPES AND FOURTEEN (14) CALENDAR DAYS ON ANY OTHER DISTURBED AREA.
10. TRENCH SHOULD BE BACKFILLED DAILY.
11. NEW OR AFFECTED CUT OR FILLED SLOPES MUST BE AT AN ANGLE THAT CAN BE RETAINED BY VEGETATIVE
COVER, AND MUST BE PROVIDED WITH A GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN 7
CALENDAR DAYS OF COMPLETION OF ANY PHASE (ROUGH OR FINAL) OF GRADING (RYE GRASS IS NOT IN
THE APPROVED SEEDING SPECIFICATIONS NOR IS IT AN ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF
A TEMPORARY GROUND COVER).
12. PROVIDE STABILIZATION PER NPDES PERMIT UNLESS OTHERWISE STIPULATED.
13. TO FACILITATE IN CLEANUP, PLACE A LAYER OF SAND, SCREENING OR FINES ON ANY PAVED SURFACE PRIOR
TO DEPOSITING ANY EXCAVATED MATERIAL.
14. EROSION CONTROL MATTING SHALL BE ADDED TO THE SILT FENCING OUTLETS AS NEEDED.
15. ADEQUATE E&S CONTROL MEASURES MUST BE INSTALLED DURING CLEARING/GRUBBING OR DEMOLITION
PHASES.
16. AT NO POINT DURING CONSTRUCTION OF CONTRACT I SHALL THE CONTRACTOR HAVE GREATER THAN 5 AC. OF
DISTURBED, NON -SEEDED AREA.
EROSION CONTROL CONSTRUCTION SEQUENCE:
1. CONTACT LAND QUALITY AT (919-791-4200) BEFORE ANY WORK BEGINS.
2. POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
3. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON THE DRAWINGS
OR SPECIFIED IN THE SPECIFICATIONS.
4. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS.
5. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF SEWER SYSTEM INSPECT
DEVICES AFTER EVERY RAINFALL EVENT AND CLEAN OUT TRAPS AND/OR CHECK DAMS WHEN HALF FULL.
6. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS INDICATED ON THE
DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, OR AS NEEDED OR DIRECTED BY ENGINEER.
7. SEED AND MULCH DISTURBED AREAS WITHIN SEVEN (7) CALENDAR DAYS ON SLOPES AND FOURTEEN (14)
CALENDAR DAYS ANYWHERE ELSE AND:
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE TIME FRAME.
8. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY LAND QUALITY. UPON APPROVAL OF SITE
STABILIZATION, REMOVE TEMPORARY EROSION DEVICES, DRESS OUT AREA, AND SEED AND MULCH.
PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND APPROVED BY ENGINEER-
9.
NGINEER9. POST CONSTRUCTION AND EXISTING GRADES WITHIN THE LIMITS OF DISTURBANCE SHALL BE THE SAME TO
THE GREATEST EXTENT PRACTICABLE SO AS NOT TO CHANGE DRAINAGE PATTERNS, NOR TO CREATE
POCKET WETLANDS. POSITIVE DRAINAGE SHALL BE PROVIDED.
10. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRED THAT PERSONS
RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT
TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE
SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS
THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING
TO THE APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT,
AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1
AND 15A NCAC 4B.0131. THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET
FROM ht4)://deq.nc.gov/about/divisions/energy-mineral-land-resources/crosion-sediment-control. IF YOU HAVE QUESTIONS OR
CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT [phone].
111. PERMANENT GROUND COVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER
1 IS SHORTER. HOWEVER, NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE.
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J / / \ \ \ BUFFER IMPACT B2 BUFFER IMPACT B3
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PROJECT NO.:
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DATE:
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TOTAL ZONE 1 IMPACT- 871 SQ.FT. / / BY OTHERS
TOTAL ZONE 2 IMPACT- 1,668 SQ.FT.
\ \ 00 /
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NEW MH -7 (WATERTIGHT /
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30 FT. WIDTH \ I i ' / ` \ \ % Ex. roe
0 / \ \ _ _ / C/t �:.. _._— = — ( NEW MH -8 (WATERTIGHT 1
Ex. Butrer�1 1 ,k \ /��. 0 /n\\\ \�\ — // \ / o , I \ LID W/ VENT)
\ _W2 IMPACT / ��� \ RIM ELEV. 71.98'
\ \ // / %i \ \ \ / / / \ (0.2 AC) %�� Ex. roe l \ INV. IN 57.03' /
Ex. Tog ��j \ ' \\ \ // / \ \ \INV. OUT 56.83'
10' _._../ o / Ex. Wetlands
BUFFER IMPACT B8/
\ \ / TOTAL ZONE 1 IMPACT- 547 SQ.FT.
TOTAL ZONE 2 IMPACT- 3,854 SQ.FT.
STREAM CROSSING S2
Ex. Wetlands (PERENNIAL) /
IMPACT LENGTH- 70 FT.
I� \ °
FUTURE 2 9'x7 \
I\ BUFFER IMPACT 87 ;
° RCBC BY OTHERS i / \
h� J \ TOTAL ZONE 1 IMPACT= 2743 SQ.FT. NOTE*
\ \ TOTAL ZONE 2 IMPACT- 628 SQ.FT. THIS PROJECT SCALES WITHIN ZONE "X" AS PER FLOOD
INSURANCE MAP 3720379900J, ALL DATED NOVEMBER 03, 2004
NEW 181 LF OF SILT FENCE �� AS ESTABLISHED BY FEMA. THIS REPORT IN NO WAY SUPERCEDES
THE ABOVE MENTIONED FIRM. BASE FLOOD ELEVATION DOWNSTREAM
NEW 213.57 OF 18" DIP �� \\ OF THIS PROJECT IS 60.0'.
GRAVITY SEWER 0.35/.
50' 25' 0 50' 100' 150' NEW MH -16 \ \\ \\ \
SCALE 1 50 / INV. OUT 51.92' \ \ \ \ \ \
I
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80 BY OTHERS
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TOTAL ZONE 1 IMPACT- 871 SQ.FT. / / BY OTHERS
TOTAL ZONE 2 IMPACT- 1,668 SQ.FT.
\ \ 00 /
\ \ 1777 °X
NEW MH -7 (WATERTIGHT /
\�.. \ \ \ \ _ I3 00 w` P� / / /' LID W/ VENT) OUTSIDE DROP
\ \ \ �� G ° / / i / / NV. NRIM L 55.40' S7' /
INV. IN 51.18' ( NEW 370.74 OF 18" PVC 0
\ \ \ I 1 i / / INV. OUT 50.98 GRAVITY SEWER a 0.35%
NEW 225.92 OF 30" PVC u M
GRAVITY SEWER 0 0.09% / / NEW PERMANENT EASEMENT N
30 WIDE (15 EACH SIDE OF CLEAR &GRUBBING
/ GRAVITY SEWER LINE). 4,308 SY. 0
NEW MH -6 / I \ 4
BUFFER IMPACT B6 ° _11___77 �
P �� \ RIM ELEV. 67.10 / NEW 352.59 OF 18" PVC
— — — — — — — — \ \ / \ \ �I INV. IN 50.70' TOTAL ZONE 1 IMPACT- 99 SQ.FT. Ex. Wetlands
GRAVITY SEWER 0 0.35%
\� 1y1-
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Ex. Floodplain ���' I / \,I "Gb / GRAVITY SEWER Q 0.09%20+00
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30 FT. WIDTH \ I i ' / ` \ \ % Ex. roe
0 / \ \ _ _ / C/t �:.. _._— = — ( NEW MH -8 (WATERTIGHT 1
Ex. Butrer�1 1 ,k \ /��. 0 /n\\\ \�\ — // \ / o , I \ LID W/ VENT)
\ _W2 IMPACT / ��� \ RIM ELEV. 71.98'
\ \ // / %i \ \ \ / / / \ (0.2 AC) %�� Ex. roe l \ INV. IN 57.03' /
Ex. Tog ��j \ ' \\ \ // / \ \ \INV. OUT 56.83'
10' _._../ o / Ex. Wetlands
BUFFER IMPACT B8/
\ \ / TOTAL ZONE 1 IMPACT- 547 SQ.FT.
TOTAL ZONE 2 IMPACT- 3,854 SQ.FT.
STREAM CROSSING S2
Ex. Wetlands (PERENNIAL) /
IMPACT LENGTH- 70 FT.
I� \ °
FUTURE 2 9'x7 \
I\ BUFFER IMPACT 87 ;
° RCBC BY OTHERS i / \
h� J \ TOTAL ZONE 1 IMPACT= 2743 SQ.FT. NOTE*
\ \ TOTAL ZONE 2 IMPACT- 628 SQ.FT. THIS PROJECT SCALES WITHIN ZONE "X" AS PER FLOOD
INSURANCE MAP 3720379900J, ALL DATED NOVEMBER 03, 2004
NEW 181 LF OF SILT FENCE �� AS ESTABLISHED BY FEMA. THIS REPORT IN NO WAY SUPERCEDES
THE ABOVE MENTIONED FIRM. BASE FLOOD ELEVATION DOWNSTREAM
NEW 213.57 OF 18" DIP �� \\ OF THIS PROJECT IS 60.0'.
GRAVITY SEWER 0.35/.
50' 25' 0 50' 100' 150' NEW MH -16 \ \\ \\ \
SCALE 1 50 / INV. OUT 51.92' \ \ \ \ \ \
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80 BY OTHERS
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PROJECT NO.:
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2488 - GX
L
DATE:
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FEBRUARY 2018
45
SCALE:
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VERT.: 1" = 5'
40
SHEET
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0+50 1+00 1+50

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Dial 811 or 1-800-632-4949, or visit www.nc8ll.org \ \
NEW MH -12 (WATERTIGHT
\ \ LID W/ VENT) w o O O S
W5 IMPACT \ RIM ELEV. 73.03
(0.06 AC)\\� INV. IN 62.09'
BUFFER IMPACT 614 INV. OUT 61.89' NEW 244.78 OF 18" PVC
TOTAL ZONE 1 IMPACT- 0 SQ.FT. \ o GRAVITY SEWER @ 0.35%
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ew
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\ 1 N VC TOTAL ZONE 2 IMPACT- 1,572 SQ.FT. W o o p S
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\
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\ I \ BUFFER IMPACT 610 LIMITED OF DISTURBANCE CLEAR & GRUBBING / \ \c \ NF r \
TOTAL ZONE 1 IMPACT= 0 SQ.FT.30 FT. WIDTH 4,334 SY.
NEW MH -11
TOTAL ZONE 2 IMPACT- 425 SQ.FT.
\ lq Ex. Wetlands
l C� z" \� . NEW MH -9 (WATERTIGHT NEW PERMANENT EASEMENT RIM ELEV. 75.83'
LID W/ VENT) 30 WIDE (15 EACH SIDE OF INV. IN 60.89
. V. O.o� / ^ \ — _
\ �\ / RIM ELEV. 71.95 GRAVITY SEWER LINE)INOUT 6069' Lx / / _j �
INV. IN 58.52'
INV. OUT 58.32' NEW MH -10 / / j. \ \ \ C/)
\ \ NEW 261.72 OF 18" PVC RIM ELEV. 74.94 NEW 301.30 OF 18 PVC / \
\ o INV. IN 59.64 GRAVITY SEWER 0 0.357
/ / / \ �� \ \
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FENCE
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/ IN,_ / wale/ / \
BUFFER (IMPACT 12 \
\1,G— —`C/L eek_=..�--`���/ /, �I --'\ / / �� TOTAL ZONE 11MPACT= 0 SQ.FT.
-----
\ \ ' \ ✓ / ,� i TOTAL ZONE 2 IMPACT- 560 SQ.FT. \
\ BUFFER IMPACT B11
\ /\ TOTAL ZONE 1 IMPACT= 0 SQ.FT./
`pp \ \ ` TOTAL ZONE 2 IMPACT- 1,142 SQ.FT. J /
50' 25' 0 50' 100' 1501
SCALE: 1" = 50'
all
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NEW MH -12 (WATERTIGHT
\ \ LID W/ VENT) w o O O S
W5 IMPACT \ RIM ELEV. 73.03
(0.06 AC)\\� INV. IN 62.09'
BUFFER IMPACT 614 INV. OUT 61.89' NEW 244.78 OF 18" PVC
TOTAL ZONE 1 IMPACT- 0 SQ.FT. \ o GRAVITY SEWER @ 0.35%
TOTAL ZONE 2 IMPACT= 738 SQ.FT. \ £x. Wetlands
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\ 1 N VC TOTAL ZONE 2 IMPACT- 1,572 SQ.FT. W o o p S
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\ I \ BUFFER IMPACT 610 LIMITED OF DISTURBANCE CLEAR & GRUBBING / \ \c \ NF r \
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NEW MH -11
TOTAL ZONE 2 IMPACT- 425 SQ.FT.
\ lq Ex. Wetlands
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\ �\ / RIM ELEV. 71.95 GRAVITY SEWER LINE)INOUT 6069' Lx / / _j �
INV. IN 58.52'
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\ \ NEW 261.72 OF 18" PVC RIM ELEV. 74.94 NEW 301.30 OF 18 PVC / \
\ o INV. IN 59.64 GRAVITY SEWER 0 0.357
/ / / \ �� \ \
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\ \ 27+00,___- _ F� - . 30 / o ' r ` ` BUFFER IMPACT B15 \ \ o IX �;
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f / L. iy \ \ \ _ _ \\ z8+Op ... i l // /y /� ,. // /BUFFER IMPACT B13 TOTAL ZONE 2 IMPACT= 2,533 SQ.FT
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/ IN,_ / wale/ / \
BUFFER (IMPACT 12 \
\1,G— —`C/L eek_=..�--`���/ /, �I --'\ / / �� TOTAL ZONE 11MPACT= 0 SQ.FT.
-----
\ \ ' \ ✓ / ,� i TOTAL ZONE 2 IMPACT- 560 SQ.FT. \
\ BUFFER IMPACT B11
\ /\ TOTAL ZONE 1 IMPACT= 0 SQ.FT./
`pp \ \ ` TOTAL ZONE 2 IMPACT- 1,142 SQ.FT. J /
50' 25' 0 50' 100' 1501
SCALE: 1" = 50'
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TOTAL ZONE 2 IMPACT- 1,922 SQ.FT.
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\ RIM ELEV. 77.96'
/ / f—Ex. Buffer `\ \ INV. OUT 65.00'
BUFFER IMPACT B17 \ \ \ \ \
TOTAL ZONE 1 IMPACT- 2,724 SQ.FT. \ \
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PROJECT NO.:
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DATE:
FEBRUARY 2018
SCALE:
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PROJECT NO.:
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DATE:
FEBRUARY 2018
SCALE:
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APPROX. 200 LF OF 10" FUSIBLE PVC
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— — — — — — — — — — — — -
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SEE SHEET C.5.6 140'-0"
15 COMPACTOR DUMPSTER PAD (ADD ALT. 2)
SEE SHEET C.5.5
16 BOLLARDS (TYP. OF 7)
KINGSBORO PUMP STATION
SITE PLAN
SCALE: 1'' = 10'
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L----- -----------------------------------------
— — — — — — — — — — — — -
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SEE SHEET C.5.6 140'-0"
15 COMPACTOR DUMPSTER PAD (ADD ALT. 2)
SEE SHEET C.5.5
16 BOLLARDS (TYP. OF 7)
KINGSBORO PUMP STATION
SITE PLAN
SCALE: 1'' = 10'
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DATE:
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SCALE:
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C.5.2

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Dial 811 or 1-800-632-4949, or visit www.nc8ll.org
O
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58
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59
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60
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PRECAST 12'-0" I.D. CONCRETE
17
PRESSURE GAUGE (TYP. OF 2)
50
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51
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18
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53
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55
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19
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57
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58
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59
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60
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20
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62
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63
(TYP. OF 2)
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65
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66
CONCRETE THRUST BLOCKING (TYP.)
21
FLOOR DRAIN W/ BACK WATER VALVE
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68
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GLANDS
22
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23
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24
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30 D.I. SEWER PIPE
SUPPORTS BETWEEN DOORS AND
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HATCH HINGE ON EAST SIDE, SAFETY GRATES
EXTRA 245 @3" O.C. EACH SIDE OF OPENING
HINGES ON WEST SIDE, EACH HATCH OPENS
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INDEPENDENTLY
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25
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T-0" x T -W SINGLE LEAF, 1#4" ALUM
10
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DIAMOND PLATE ACCESS HATCH
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11
CAST W/ NEOPRENE RUBBER BOOT
SIDE, SAFETY GRATE HINGES ON WEST SIDE
FOR WATERTIGHT SEAL (TYP.)
26
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ALUMINUM VERTICAL LADDER, WALL
12
10 D. I. WALL PIPE (FL x FL)
MOUNTED. HALLIDAY, BILCO OR
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13
10" MJ COUPLING W/ RETAINING
GLANDS (TYP. OF 3)
27
10" M.J. GATE VALVE
W/ VALVE BOX
14
4" MJ COUPLING W/ RETAINING
GLANDS CTYP. OF 3)
28
10"x6" TEE, 900 BEND W/
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15
4" D.I. DRAIN. SLOPE TO WETWELL
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29
6" M.J. GATE VALVE
16
12'-0" x 12'-0" I.D. PRECAST
W/ VALVE BOX
CONCRETE VALVE VAULT
30
6" BAUER QUICK DISCONNECT
49
PROVIDE 2"x 1#4" S.S STRAP AND
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50
10" FLANGE COUPLING ADAPTOR
51
6" x 10" ECCENTRIC INCREASER (FL)
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(TYP. OF 3)
52
MANUFACTURER'S STANDARD SELF-
HIGH WATER
SEALING PUMP BASE (TYP. OF 3)
53
LEVEL PROBE (SEE SPECIFICATIONS)
54
12" #67 STONE BASE
55
1" CHAMFER ALL SIDES
STATION
(TYP. ALL STRUCTURES)
56
4" D.I. P -TRAP
57
CONCRETE PIPE SUPPORT W/
ALARM
2 - #4 STIRRUPS (TYP.)
58
4" D.I. WYE
59
12"x6" TEE (FL)
60
6" D.I. SPOOL PIPE (PE)
61
6" PLUG VALVE (FL) W/ WORM
ELEV.
GEAR AND HANDWHEEL OPERATOR
62
6" WYE BODY SURGE RELIEF
EEV.
VALVE (FL) SEE SPECIFICATIONS
63
6" D.I.P. (FL x FL)
®
6" D.I. PIPE (FL X PE)
65
6" - 900 BEND (MJ)
66
CONCRETE THRUST BLOCKING (TYP.)
67
6" D.I. PIPE (PE x PE)
39.75
MIN. SLOPE @ 0.60%
68
6" MJ COUPLING W/ RETAINING
GLANDS
69
6" DUCKBILL CHECK VALVE
31 CONCRETE PAD 6'x5'x4" THICK
(1" ABOVE GROUND)
32 T-0" x T-0" I.D. PRECAST
CONCRETE VAULT
33 10" DISMANTLING JOINT (FL)
STAR FLANGE SERIES 3200 OR EQUAL
34 10" ELECTROMAGNETIC FLOWMETER (FL)
35 STANDARD AIR RELEASE MANHOLE
(SEE DETAIL)
36 H -TEC MODEL 986 S.S. COMBINATION
ARV W/2" THREADED INLET OR EQUAL
37 2'-5" x 2'-5" SINGLE LEAF, 1#4" ALUM
DIAMOND PLATE ACCESS HATCH
W/ SAFETY GRATE, ACCESS HINGES ON NORTF
SIDE, SAFETY GRATE HINGES ON WEST SIDE
38 10" D.I. FORCE MAIN
39 CONDUIT FROM CONTROL PANEL
(SEE ELECTRICAL PLANS)
® S.S. CABLE HOLDER & MOUNTING
BRACKET FOR LEVEL PROBE
41 POWER CABLE
(SEE ELECTRICAL PLAN)
42 BACK-UP FLOATS, TYP.
(SEE SPECIFICATIONS)
43 CONCRETE GROUT (SLOPE TO
PUMP SUCTION)
® S.S. CABLE HOOK
45 3" STAINLESS STEEL GUIDE RAIL
46 STAINLESS STEEL LIFTING CHAIN
47 10" D.I. FORCE MAIN RISER (FL x PE)
® INTERMEDIATE GUIDE BRACKET
(TYP. OF 3)
NOTES:
1. ALL BOLTED CONNECTIONS SHALL BE MADE USING S.S. BOLTS,
WASHERS AND NUTS.
2. CONTRACTOR SHALL VERIFY DIMENSIONS WITH PUMP AND VALVE
MANUFACTURERS' DIMENSIONS. COORDINATE ACCESS HATCH
DIMENSIONS TO ENSURE PROPER CLEARANCES.
3. INTERIOR CORROSION PROTECTION - THE INTERIOR SURFACE
OF THE WET WELL, AND AIR RELEASE MANHOLES
ALONG THE SEWER FORCE MAIN SHALL BE THOROUGHLY CLEANED
OF ALL OILS, LATENCE, DIRT, LOOSE CONCRETE, ETC. ALL VOIDS
OR SURFACE BLEMISHES SHALL BE FILLED OR REPAIRED USING
CALCIUM ALUMINATE (MORTAR). THE JOINTS OF PRE -CAST UNITS
SHALL RECEIVE THREE (3) COATS OF MORTAR SO AS TO ACHIEVE
A SMOOTH SURFACE AT EACH JOINT. AFTER THE INTERIOR
PATCHING HAS THOROUGHLY DRIED, THE ENTIRE SURFACE OF
THE STRUCTURE INTERIOR SHALL RECEIVE SHER-FLEX WITH A
TOTAL DRY FILM THICKNESS OF 8 TO 12 MILS, AND NICKS AND
SCRATCHES SHALL BE TOUCHED UP PRIOR TO ACCEPTANCE. IF
MATERIAL OTHER THAN SHERWIN WILLIAMS SEWER -COTE OR
SHER-FLEX IS PROPOSED, IT SHALL BE APPROVED BY THE
ENGINEER PRIOR TO USE.
4. EXTERIOR JOINTS OF ALL PRE -CAST CONCRETE SHALL BE WRAPPED
PER THE SPECIFICATIONS.
5. SHERWIN-WILLIAMS SEWER -COTE OR SHER-FLEX APPLIED TO THE
OUTSIDE OF ALL TONGUE AND GROOVE JOINTS. PRIOR TO BACKFILLING
THE WET WELL STRUCTURE, THE ENTIRE SURFACE SHALL RECEIVE
ONE (1) COAT. THE MATERIAL USED FOR EXTERIOR COATING
SHALL MEET THE REQUIREMENTS OF CORPS OF ENGINEERS
SPECIFICATION C-200. THE EXTERIOR COATING SHALL BE APPLIED
AS TO ACHIEVE A DRY FILM THICKNESS OF NOT LESS THAN 10.0 MILS.
THE EXTERIOR SURFACE SHALL BE CLEAN AND DRY PRIOR TO
APPLICATION OF THE COATING.
6. 100 YEAR FLOOD ELEVATION = 60.0' (MSL), STATION IS NOT IN 100 YR
FLOOD.
PUMP STATION ELEVATIONS SCHEDULE
PUMP
WET WELLCAPACITY
T.D.H.
MOTOR
OF
BOTTOM OF
FINISHED
LOW LEVEL
PUMP OFF
LEAD PUMP
LAG PUMP
HIGH WATER
30" INV. IN
STATION
INSIDE DIMN.
(GPM)
(FT.)
(HP)
STATION
STATION
STATION
GRADE
ALARM
ELEVATION
ON ELEV.
ON ELEV.
ALARM
ELEVATION
NAME
(FT.)
y
d
N
�
N
ELEV.(FT)
ELEV.(FT)
(FT)
ELEV.
(FT)
(FT)
EEV.
(FT)
KINGSBORO
12x12
500
178
75
65.5
33.75
65.0
36.75
37.75
39.75
40.50
41.50
42.00
SIZES OF CONCRETE OPENINGS
TO BE VERIFIED BY THE CONTRACTOR
BEFORE TOP SLAB CONSTRUCTION
I a --n"
BACKUP
n ON°T 136.25I 37.25 I 40.50
(FT)
***
KINGSBORO PUMP STATION
LAYOUT PLAN
SCALE: 1'' = 5'
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DATE:
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SCALE:
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VERT.: 1'= 2'
SHEET
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Notify NC811 Three Full Working Days Before Digging
Dial 811 or 1-800-632-4949, or visit www.nc8ll.org
PUMP STATION - FRONT VIEW
NOT TO SCALE
LT FL11P6:
ELEVATION
JIB CRANE AND BASE
C.5.4 NOT TO SCALE
RUBBER
WASHER
CONTROL ROD
STEEL
WASHER" CLEAR
RETENTION
PLATE
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PIPE
HOIST
STOP
NOTE:
1. SEE SITE PIAN FOR AB CRANE LAGTNIN.
2 NB CRANE SHONTI TYPICAL FOR SIZE. LOADING AND RANGE RE(XIIRED.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF JIB C"NE SELECTED
FOR RENEWAND APPROVAL COORDINATE ALL MOUNRNG AND
FOUNDATION REQUIREMENTS WH SELECTED MANIFACTURER.
126VANCHOR
BOLT (TYP OF 12)
BABE PLATE
OUTLINE
PLAN
CONTROL ROD DIA.
NOMINAL PIPE SIZE
6"-8"
N
STANDARD PIPE
0.50"
FLANGE
I% BOLT
2 P/SIDE
DIA.
CONTROL ROD
0.75"
NOMINAL PIPE SIZE
6"-8"
10"-16"
PLATE THICKNESS
0.50"
0.75"
PLATES PER FLANGE SIDE
2 P/SIDE
2 P SIDE
CONTROL ROD DIAMETER
0.75"
0.75"
SECTION
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RETENTION PLATE
1. BOLTS: ASTM A-307 GALV.
2, RETENTION PLATE: ASTM A36 STEEL,
HOT DIPPED GALV.
THRUST RETENTION PLATE
NOT TO SCALE
TYP WELD
ALL AROUND 13
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69
14 TOP VAULT = 26.50'
— FINISHED GRADE
= 26.0'
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INTO WALL
A
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PLATE" x 3" x 6" P. WELD x 4' LANGLE END ONG )@ EACH
WELDED TO PIPE FLANGE (2" LONG EACH SIDE)
10" DI PIPE 10" DI PIPE (TYP.)
NOTE: ALL PIPE HANGER COMPONENTS SHALL BE STAINLESS STEEL
PIPE HANGER DETAIL - 10'' DIP
NOT TO SCALE
5'x5' PRECAST
CONCRETE VAULT
--- ---
4 D.I. DRAIN I I HATCH =0" ACCESS
SLOPE I I — —
1 10" D.I. FORCE MAIN
-
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10" STAR FLANGE 10" ELECTROMAGNETIC
FLOWMETER
ALUMINUM VERTICAL
LADDER
5 FLOW METER VAULT
C.5.4 NOT TO SCALE
Y2"x8"x9"
8"
END PLATE 2" 4' 2-
4 - -Y4" x 5" EMBEDMENT
ADHESIVE ANCHORS
(HILTIHIT-HY-150 OR
EQUAL) MIN. ALLOWABLE
SHEAR LOAD = 5.0 K/EA
ANCHOR
i
T -0"x3'-0" ACCESS HATCH
FINISH GRADE
5'x5' PRECAST
CONCRETE VAULT
INT . 1.
INR
L
FLOOR DRAIN W/ i i CONCRETE PIPE
BACK WATER VALVE i SUPPORT
1 I �
/-----------------------------\�
12" #67 STONE BASE ------------
4" D.I. DRAIN SLOPE
17'-0"
*** SIZES OF CONCRETE OPENINGS
TO BE VERIFIED BY THE CONTRACTOR
BEFORE TOP SLAB CONSTRUCTION
#4 0 12"+/- O.C.
(TYP., U.O.N. ON PLAN)
#5 @ 12"+/- O.C.
(TYP., U.O. ON PLAN)
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1 I �
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4" D.I. DRAIN SLOPE
17'-0"
*** SIZES OF CONCRETE OPENINGS
TO BE VERIFIED BY THE CONTRACTOR
BEFORE TOP SLAB CONSTRUCTION
#4 0 12"+/- O.C.
(TYP., U.O.N. ON PLAN)
#5 @ 12"+/- O.C.
(TYP., U.O. ON PLAN)
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SHEET
C.5.4

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Dial 811 or 1-800-632-4949, or visit www.nc8ll.org
E
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Alt. US Hwy 64 (60' Moint. R/W)
Asphalt Pavement
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Asphalt Pavement
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END STATION 66+28
(10" FM)-
PLATE
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DETAIL -
BEGIN STATION 0+00
(30" GS) /
11 C01
STA. 1-57.59
/
ADD ALTERNATIVE 1 &
ALTERNATIVE 2
/
\
\
/
40' 20' 0 40' 80' 120'
SCALE: 1" e 40'
SURFACE MOUNTED
TO METAL
SITE PLAN
SURFACE MOUNTED
TO CONCRETE
5" MIN
6'-0" MAX
SCALE: 1" e 40'
3/4"
3 1/2" MIN 3/4"
EDGE OF CONCRETE
EXTRUDED ALUM ADAPTER
MIN
MIN
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TYPICAL
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11 C01
NO SCALE
10 SUBMERSIBLE PUMP STATION (SEE SHEET C.5.3)
20 VALVE VAULT (SEE SHEET C.5.3)
03 JIB CRANE W/ ELECTRIC HOIST (SEE SHEET C.5.4)
® ELECTRICAL CONTROLS (SEE SHEET NO. E1& E2)
05 BYPASS PUMP CONNECTION
© GENERATOR
07 UTILITY POWER POLE
® TERMINAL CABINET
Q9 FLOW METER VAULT (SEE SHEET C.5.3)
Q MECHANICAL BAR SCREEN (SEE SHEET C.5.6)
11 ARV.
1© SITE LIGHT POLE
FINISH FLOOR -FORM
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REQUIRED
450 WYE AND 450
BEND FOR VENT —
LINE IF READ.
FLOOR DRAIN, JOSAM 3000,
JAY R SMITH 2005, ZURN
Z-415 OR EQUAL
DEEP SEAL "P" TRAP
NOTE:
INTERIOR FLOOR DRAIN AND CLEANOUTS TO HAVE
NICKEL BRONZE TOPS. EXTERIOR FLOOR DRAINS AND
CLEANOUTS TO HAVE LACQUERED CAST IRON TOPS.
DETAIL - FLOOR DRAIN
C01 % NO SCALE
VWTAIE
4" THREADED BRASS PLUG
FLUSH WITH CONCRETE
FINISHED-------
GRADE
INISHED --GRADE
4" CAST IRON
(450) EIGHTH BEND
SEE PLANS FOR
PIPE SIZE
ELEVATION
4" x 18" x 18" CONC.
PAD OR CONC. WALK
DETAIL - CLEAN OUT
NO SCALE
EL 65.50 1
11
I
12"
TYP
11'-0" x 12'-0"
SLOPED SECTION
6x6 10/10 WWF AT
MID -DEPTH OF SLAB
3000 PSI CONCRETE
LOW POINT AT DRAIN
00 F EL 52.33
2-#5 BARS
CONTINUOUS AROUND
PERIMETER LUG
LUG FOOTING AT 6" MIN. COMPACTED
PERIMETER STONE BASE, TYP
NONE
PROVIDE 1/2" EXP JT MATERIAL
BETWEEN SLAB AND WALL
DETAIL -CONCRETE DUMPSTER PAD
NO SCALE
SERIES G1 D AND Gl E
SLIDE GATE
STANDARD FEATURES:
• ONE-PIECE 6061-T6 EXTRUDED ALUMINUM FRAME
WEIGHING 4 LBS./FT. (6 KG./METER)
• DUAL SLOT DESIGN
• ONE-PIECE POLYMER GUIDE
• 1/4" (7 MM) THICK 6081-T6 ALUMINUM GATE
REINFORCED AS REQUIRED TO DEFLECT NO MORE THAN
1 /360th OF SPAN
• LOW COEFFICIENT OF FRICTION
• DEEP SEATING FOR OPTIMUM TRACKING
*STANDARD 16" (406 MM) ALUMINUM HANDWHEEL
• POLYMER BEARING PADS
• 01 112" (038 MM) STAINLESS STEEL ACME ROD
• BRASS LIFTING NUT
•STAINLESS STEEL HARDWARE THROUGHOUT
• NON -OZONE DEPLETING BITUMINOUS COATING
• OPTIONAL CLEAR STEM COVER
•3 YEAR GUARANTEE
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CHANNEL
DEPTH
CHANNEL
WIDTH
(REFER TO
SHEET
7
SERIES G1 D
(WALL MOUNTED)
(406 MM)
HANDWHEEL
TOP
OF
GATE
OVERALL
° HEIGHT
GATE
HEIGHT
(REFER TO °
SHEET C.5.6)
BOTTOM
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CHANNEL
CHANNEL
4" VVI DTH
(102 MM) (REFER TO
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PROJECT NO.:
2488 - GX
DATE:
FEBRUARY 2018
SCALE:
HORZ.: V = 40'
VERT.: 1' = 4'
SHEET
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CHECKED BY:
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PROJECT NO.:
2488 - GX
DATE:
FEBRUARY 2018
SCALE:
HORZ.: V = 40'
VERT.: 1' = 4'
SHEET
C.5.5

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FINISHED EXPANSION JOINTS 40'-0" OC MAX (BOTH SIDES) —JOINT SEALER
GRADE CONTROL JOINTS 5'-0" OC MAX /// 1/8" TO 1/4"
t"
- ` x x x- JOINT FILLER
1 2'
2" CLR W2.9 X W2.9 (6X6) WWF TRANSVERSE EXPANSION
TYP JOINT IN SIDEWALK
SECTION VIEW JOINT DETAIL
7 TYPICAL SIDEWALK
CO2 NOT TO SCALE
3._8.. 20 GAUGE PRE -GALVANIZED
PERFORATED STEEL PLATE
EL 46.24 (3/32" HOLE / 3/16" STAG
/ 23% OPEN)
3x3x3/8 ANGLE 2" X 1/4" TK
0 3'-6" SUPPORTS FRAME GALV FLAT BAR
WELDED. BOLT TO WELDED TO BAR
s WALL WITH 1/2"0
�0 ADHESIVE ANCHORS
EL 42.21 AT 8" OC GALV ANGLE
EMBEDDED IN
FRAME ANGLE BOTTOM
SLAB
2 1/2 x 2 112 x 3/16"
--" SEE DETAIL 1 GALV STEEL ANGLE
FASTENED TO CONCRETE
SECTION A—A WITH 1/2" SST ANCHORS
3/8"x2" GALV STEEL
1 3/8" OC (1" MAX
OPNG BETWEEN BARS)
AI
3'-8"
FLOW
PLAN
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TYP ALL AROUND
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A / 23% 0 EN)
.. N
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FRAME WELDED. BOLT TO
WALL WITH 112"0 ADHESIVE
ANCHORS AT 8" OC
PRECAST
CONCRETE BOX
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EL 64.83
ROUTE 4" PVC
DRAIN DOWN
WALL, ACROSS
BENCH AND
TURN DOWN
INTO CHANNEL -
OVERCAST HOLE
AND PROVIDE
BOOT TYPE
CONNECTION,
INV 42.25-,
30" DI PIPE
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ALUM GUARDRAIL
AROUND OPENING
i
4" PVC DRAIN,
INV 60.63,
OVERSIZE HOLE
AND FILL WITH
NON -SHRINK
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ANCHORS (2) REQ'D
DETAIL 1
1'-5'/RII
4'-1%4" 4'-011 3'-4%411
A SECTION
CO2 SCALE: 1" = 4'
SST SOCKET N
WITH BOLTED
CONNECTION
1 5/8"0 ALUMINUM -
HANDLE
6'-0"
1/8" THICK SST
RAKE HEAD MADE TO
SUIT BARSCREEN
DETAIL 2 — RAKE
DETAIL - MANUAL BAR SCREEN
CO2 J NO SCALE
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EL 65.50
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REQD
74-
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FILL, TOP EL 46.24
36" SLIDE GATE,
TYP OF 2
-OVERCAST HOLE AND
PROVIDE BOOT TYPE
CONNECTION, INV 42.15
EL 42.15
24" SLI[
WEIR GATE,
TYP OF
ALUM GUARDRAIL
AROUND
OVERCAST HOLE
AND PROVIDE
BOOT TYPE
CONNECTION,
INV 42.25
30" DI PIPE
ROUTE 4" PVC DRAIN-// 3611 SLIDE GATE,
DOWN WALL, ACROSS TYP OF 2
BENCH AND TURN 4" PVC 900
DOWN INTO CHANNEL BEND, TYP
4" PVC DRAINFROM
DUMPSTER PAD, INV 60.63,
OVERSIZE HOLE AND FILL
WITH NON -SHRINK GROUT
PRECAST
CONCRETE BOX
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3x /8 ANGLE SUPPORTS
FRAME WELDED. BOLT TO
WALL WITH 112"0 ADHESIVE
ANCHORS AT 8" OC
PRECAST
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EL 64.83
ROUTE 4" PVC
DRAIN DOWN
WALL, ACROSS
BENCH AND
TURN DOWN
INTO CHANNEL -
OVERCAST HOLE
AND PROVIDE
BOOT TYPE
CONNECTION,
INV 42.25-,
30" DI PIPE
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ALUM GUARDRAIL
AROUND OPENING
i
4" PVC DRAIN,
INV 60.63,
OVERSIZE HOLE
AND FILL WITH
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ANCHORS (2) REQ'D
DETAIL 1
1'-5'/RII
4'-1%4" 4'-011 3'-4%411
A SECTION
CO2 SCALE: 1" = 4'
SST SOCKET N
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CONNECTION
1 5/8"0 ALUMINUM -
HANDLE
6'-0"
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RAKE HEAD MADE TO
SUIT BARSCREEN
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CONNECTION,
INV 42.25
30" DI PIPE
ROUTE 4" PVC DRAIN-// 3611 SLIDE GATE,
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BENCH AND TURN 4" PVC 900
DOWN INTO CHANNEL BEND, TYP
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DUMPSTER PAD, INV 60.63,
OVERSIZE HOLE AND FILL
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PRECAST
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A
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C.5.6
DESIGNED BY:
WAL
DRAWN BY:
DRS
CHECKED BY:
WAL
PROJECT NO.:
2488 - GX
DATE:
FEBRUARY 2018
SCALE:
AS NOTED
SHEET
C.5.6

GRADE
NOTE:
1. WATER LINE SHALL PASS OVER OR UNDER EXISTING SANITARY
SEWER AS SHOWN OR NOTED ON DRAWINGS.
2. DUCTILE IRON PIPE REQUIRED FOR BOTH NEW WATER LINE AND
EXISTING SANITARY SEWER EXTENDING 10'-0" FROM CROSSING
IN ALL DIRECTIONS IF EITHER OF THE FOLLOWING CONDITIONS EXIST:
a. WATER LINE IS BELOW SANITARY SEWER.
b. WATER LINE IS ABOVE SANITARY SEWER BUT LESS THAN 18"
SEPARATION IS PROVIDED BETWEEN BARRELS OF WATER LINE
AND SANITARY SEWER PIPES.
WATER MAIN & SEWER CROSSING
NOT TO SCALE
EBAA MEGALUG SERIES
2000PV (TYP.)
MECHANICAL JOINT
/ DUCTILE IRON FITTING
DIRECT BURY 0- -
D.I.P. OR PVC FUSIBLE PVC _
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CONNECTION DETAIL - DIRECT BURY PIPE
TO FUSIBLE PVC HDD
4" MIN. VALVE
PAVED AREA F-- 6" (- GRASSED AREA
Z SEE DETAIL
g MINIMUM 3000 P.S.I.
M CONCRETE
I
VALVE
I
NOT TO SCALE
LENGTH OF RESTRAINED PIPE
PER SECTION 3.4.6.9.1
M.J. 45^ BEND (DIP)
W/ MECHANICAL RESTRAINT
DEVICE i
LENGTH OF RESTRAINED PIPE
PER SECTION 3.4.6.9.1
ONE JOINT OF DIP
M.J. 45^ BEND (DIP) W/
MECHANICAL RESTRAINT
DEVICE
)..* -STORM DRAIN
24" MIN.
COVER
M.J. 45^ BEND (DIP) OR J L --DIP M.J. 45^ BEND (DIP) OR
CONCRETE THRUST CONCRETE THRUST
BLOCKING BLOCKING
NOTES:
C.6.1 NOT TO SCALE 1. PLACE CONCRETE BLOCKING SUCH THAT IT WILL
NOT INTERFERE WITH REMOVAL OF BOLTS.
2. PIPE DIAMETER GREATER THAN 12" SEE ENGINEERING SPECIFICATIONS
VARIES (SEE MANUFACTURER)
REDUCED PRESSURE PRINCIPLE OR 3. PIPE LENGTHS SHALL BE AS REQUIRED TO CONSTRUCT CROSSING.
BACKFLOW ASSEMBLY 4. ALL JOINTS TO BE RESTRAINED IN ACCORDANCE WITH MANUAL.
VARIES
(SEE MANUFACTURER)
DOUBLE CHECK
VALVE ASSEMBLY r6WATER MAIN AND STORM CROSSING
CLASS 1 OR CLASS 2 ASSE
1060 INSULATED C.6.1 NOT TO SCALE
WEATHERPROOF ENCLOSURE 4 GFCI
ANCHORED TO CONCRETE 6 CL. ELECTRICAL _
OR APPROVED FIBERGLASS MIN • RECEPTACLE o
Ld
MOUNTING PAD o A 12"
6„ STEEL ENCASEMENT PIPE I -STEEL PIPE SUPPORT ASSEMBLY
THREADED UNION MIN. N REQUIRED AS SHOWN PER JOINT
BALL VALVE OF CARRIER PIPE
ELECTRICAL a
o� DRAINPORT- PROVIDE � Z
POSITIVE DRAINAGE OUT z HEAT TAPE -
N OVER ENTIRE A x 3/8" STEEL
OF ENCLOSURE (MINIMUM w
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= MIN. '
v 1" CLEAR -
IT
' CASING END SEAL
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2-3/4!'x 4" BOLTS
U-iI� alT II I�III� _
-II _° �IIL, �- m W/ HEX NUTS EA. CASING SECTION
MIN. 2" Z SIDE OF PIPE SUPPORT NOT TO SCALE TYP.
4" 3000 PSI CONCRETE SLAB. MINIMUM A x 3/8" STEEL
DIMENSIONS PER BOX 6" OPENING
ANNULAR PLATE STRAP
MANUFACTURER SPECIFICATIONS STEEL ENCASEMENT
�► PIPE SKID 1„
FLOW FLOW
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NOTES:
1. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AW WA C511.
2. DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY SHALL COMPLY WITH ASSE 1015 & AV WA C510. A X 3/8" THK.
' STEEL PLATE
3. BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED WITHIN SFT OF THE METER BOX. NOTES:
/>
c� 4. BACKFLOW PREVENTION ASSEMBLY SHALL BE CENTERED ON CONCRETE OR APPROVED FIBERGLASS MOUNTING PAD j. W'= 8" FOR PIPES 14" AND UNDER CARRIER PIPE
AND CENTERED WITHIN ENCLOSURE.
"A:'= 12" FOR PIPES 16" AND OVER
5. MINIMUM INSULATED CLASS I OR CLASS II, ASSE 1060 WEATHERPROOF ENCLOSURE REQUIRED (HEATING OPTIONAL).
2. ENTIRE PIPE SUPPORT ASSEMBLY TO
6. 120V GFCI ELECTRICAL RECEPTACLE TO BE INSTALLED IN ACCORDANCE WITH THE NC ELECTRICAL CODE FOR OUTDOOR OPERATION.
BE FUSION BONDED PVC.
o END ELEVATION
N V 7, PIPE MATERIAL SHALL BE PVC (SCH. BOOR BETTER), COPPER (TYPE K) OR BRASS (ASTM B43)-
NOT TO SCALE
8. INSTALLATION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE TOWN ORDINANCES AND SPECIFICATIONS IN ADDITION
-� lv TO THE NC PLUMBING CODE.
.ti 9. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND OPERATION OF BACKFLOW ASSEMBLY AND COMPLIANCE
Uo 4 \ U WITH REPORTING AND TESTING REQUIREMENTS.
C3 � cj_ g 1" RPZ BACKFLOW ASSEMBLY STEEL ENCASEMENT PIPE
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C.6.1 NOT TO SCALE
NOTES:
1. HYDRANT TO BE PLUMB. IF ADJUSTMENT IS
NECESSARY AFTER PRESSURE TEST,
RETESTING WILL BE REQUIRED
2. VALVE BOX SHALL NOT BE INSTALLED IN
SLOPE SECTION.
3. MINIMUM OF 2'f" FROM TOP OF SLOPE TO
FIRE HYDRANT OR EXTENDED TO RIGHT-OF-WAY,
WHICHEVER IS GREATER.
PLACE 2'x2'x6" CONCRETE PAD 2'-6" MIN.
IF VALVE IS LOCATED IN A
PAVED AREA. IF NOT, A PRECAST
CONCRETE COLLAR MAY BE USED. 18" MIN.
24" MAX.
(SEE NOTES)
6" GATE VALVE
HYDRANT TEE
2' MIN.
6"DIP COVER
PIPE
STREET
FIRE HYDRANT
'LIMPER NOZZLE
TO BE PER-
PENDICULAR TO
STREET
PROVIDE # 57
CRUSHED STONE
AROUND WEEP
c HOLES
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D" I-
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TO BE POURED SO THAT CONC. TO PROVIDE
NO FITTINGS OR FLANGES DRAINAGE FROM
ARE COVERED HYD. DRAIN
FIRE HYDRANT ASSEMBLY
C.6.1 NOT TO SCALE
NOTES:
ONE POST TO BE INSTALLED FOR EACH VALVE.
WITNESS POST TO BE INSTALLED AT THE RIGHT OF WAY.
NO POST REQUIRED FOR FIRE HYDRANT ISOLATION VALVES.
3.5" DIA. CYLINDRICAL
POLYMERIC MARKER POST
TOP COLOR: ROYAL BLUE
POST COLOR: WHITE
VALVE BOX
AND COVER
2' MIN.
0
co
INDICATE DISTANCE
TO CENTERLINE OF
VALVE BOX
W V
A A
T L
E V
R E
// \\
VALVE MARKER FOR MAINLINE VALVES
C.6.1 NOT TO SCALE
STEPS
2'-6" x 2'-6" ALUM.
HATCH COVER
W/ PAD LOCK
b
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3
A6" METER
S
6"
NOTE- PLAN VIEW
L METER VAULT FLOOR SLAB
TO BE GROUTED TO SLOPE TO
LOW CORNER RECESSES
W/ /," PER FOOT SLOPE_
2. STEEL RODS AND BOLTS SHALL
BE 3'a' HOT DIPPED GALVANIZED.
2'-6" x 2'-0" ALUM.
HATCH COVER
W/ PAD LOCK
�-
V-2" x T-2" CONCRETE PAD TO BE POURED
12"
4
SO THAT NO FITTINGS OR FLANGES ARE
VALVE
_-_
COVERED. THIS WILL APPLY TO ALL VALVES
WATER \��
0.250"
AT ALL LOCATIONS.
MAIN
6" METER
NOTES:
0.344"
1.
VALVE BOX SHALL NOT BE INSTALLED
0.344'0.344"
IN CURB AND GUTTER.
16" D.I.P.
2.
VALVE BOX SHALL BE IN ACCORDANCE
DETAIL
28"
WITH MANUAL.
PRECAST CONCRETE COLLAR
-BONG. THRUST
3.
VALVE BOX SHALL BE CENTERED AND
BLOCKING"LINK
O
�'
PLUMBED OVER VALVE.
STANDARD
VALVE BOX
INSTALLATION
NOT TO SCALE
LENGTH OF RESTRAINED PIPE
PER SECTION 3.4.6.9.1
M.J. 45^ BEND (DIP)
W/ MECHANICAL RESTRAINT
DEVICE i
LENGTH OF RESTRAINED PIPE
PER SECTION 3.4.6.9.1
ONE JOINT OF DIP
M.J. 45^ BEND (DIP) W/
MECHANICAL RESTRAINT
DEVICE
)..* -STORM DRAIN
24" MIN.
COVER
M.J. 45^ BEND (DIP) OR J L --DIP M.J. 45^ BEND (DIP) OR
CONCRETE THRUST CONCRETE THRUST
BLOCKING BLOCKING
NOTES:
C.6.1 NOT TO SCALE 1. PLACE CONCRETE BLOCKING SUCH THAT IT WILL
NOT INTERFERE WITH REMOVAL OF BOLTS.
2. PIPE DIAMETER GREATER THAN 12" SEE ENGINEERING SPECIFICATIONS
VARIES (SEE MANUFACTURER)
REDUCED PRESSURE PRINCIPLE OR 3. PIPE LENGTHS SHALL BE AS REQUIRED TO CONSTRUCT CROSSING.
BACKFLOW ASSEMBLY 4. ALL JOINTS TO BE RESTRAINED IN ACCORDANCE WITH MANUAL.
VARIES
(SEE MANUFACTURER)
DOUBLE CHECK
VALVE ASSEMBLY r6WATER MAIN AND STORM CROSSING
CLASS 1 OR CLASS 2 ASSE
1060 INSULATED C.6.1 NOT TO SCALE
WEATHERPROOF ENCLOSURE 4 GFCI
ANCHORED TO CONCRETE 6 CL. ELECTRICAL _
OR APPROVED FIBERGLASS MIN • RECEPTACLE o
Ld
MOUNTING PAD o A 12"
6„ STEEL ENCASEMENT PIPE I -STEEL PIPE SUPPORT ASSEMBLY
THREADED UNION MIN. N REQUIRED AS SHOWN PER JOINT
BALL VALVE OF CARRIER PIPE
ELECTRICAL a
o� DRAINPORT- PROVIDE � Z
POSITIVE DRAINAGE OUT z HEAT TAPE -
N OVER ENTIRE A x 3/8" STEEL
OF ENCLOSURE (MINIMUM w
n TWICE THE SIZE OF RPZ) R DEVICE PLATE STRAP CARRIER PIPE
In / \
= MIN. '
v 1" CLEAR -
IT
' CASING END SEAL
IIL Of
II�IfI n u ut n `m ni Hill
2-3/4!'x 4" BOLTS
U-iI� alT II I�III� _
-II _° �IIL, �- m W/ HEX NUTS EA. CASING SECTION
MIN. 2" Z SIDE OF PIPE SUPPORT NOT TO SCALE TYP.
4" 3000 PSI CONCRETE SLAB. MINIMUM A x 3/8" STEEL
DIMENSIONS PER BOX 6" OPENING
ANNULAR PLATE STRAP
MANUFACTURER SPECIFICATIONS STEEL ENCASEMENT
�► PIPE SKID 1„
FLOW FLOW
a
NOTES:
1. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AW WA C511.
2. DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY SHALL COMPLY WITH ASSE 1015 & AV WA C510. A X 3/8" THK.
' STEEL PLATE
3. BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED WITHIN SFT OF THE METER BOX. NOTES:
/>
c� 4. BACKFLOW PREVENTION ASSEMBLY SHALL BE CENTERED ON CONCRETE OR APPROVED FIBERGLASS MOUNTING PAD j. W'= 8" FOR PIPES 14" AND UNDER CARRIER PIPE
AND CENTERED WITHIN ENCLOSURE.
"A:'= 12" FOR PIPES 16" AND OVER
5. MINIMUM INSULATED CLASS I OR CLASS II, ASSE 1060 WEATHERPROOF ENCLOSURE REQUIRED (HEATING OPTIONAL).
2. ENTIRE PIPE SUPPORT ASSEMBLY TO
6. 120V GFCI ELECTRICAL RECEPTACLE TO BE INSTALLED IN ACCORDANCE WITH THE NC ELECTRICAL CODE FOR OUTDOOR OPERATION.
BE FUSION BONDED PVC.
o END ELEVATION
N V 7, PIPE MATERIAL SHALL BE PVC (SCH. BOOR BETTER), COPPER (TYPE K) OR BRASS (ASTM B43)-
NOT TO SCALE
8. INSTALLATION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE TOWN ORDINANCES AND SPECIFICATIONS IN ADDITION
-� lv TO THE NC PLUMBING CODE.
.ti 9. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND OPERATION OF BACKFLOW ASSEMBLY AND COMPLIANCE
Uo 4 \ U WITH REPORTING AND TESTING REQUIREMENTS.
C3 � cj_ g 1" RPZ BACKFLOW ASSEMBLY STEEL ENCASEMENT PIPE
Lo mom'
a- o a N I- C.g,j NOT TO SCALE
C.6.1 NOT TO SCALE
NOTES:
1. HYDRANT TO BE PLUMB. IF ADJUSTMENT IS
NECESSARY AFTER PRESSURE TEST,
RETESTING WILL BE REQUIRED
2. VALVE BOX SHALL NOT BE INSTALLED IN
SLOPE SECTION.
3. MINIMUM OF 2'f" FROM TOP OF SLOPE TO
FIRE HYDRANT OR EXTENDED TO RIGHT-OF-WAY,
WHICHEVER IS GREATER.
PLACE 2'x2'x6" CONCRETE PAD 2'-6" MIN.
IF VALVE IS LOCATED IN A
PAVED AREA. IF NOT, A PRECAST
CONCRETE COLLAR MAY BE USED. 18" MIN.
24" MAX.
(SEE NOTES)
6" GATE VALVE
HYDRANT TEE
2' MIN.
6"DIP COVER
PIPE
STREET
FIRE HYDRANT
'LIMPER NOZZLE
TO BE PER-
PENDICULAR TO
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CRUSHED STONE
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FIRE HYDRANT ASSEMBLY
C.6.1 NOT TO SCALE
NOTES:
ONE POST TO BE INSTALLED FOR EACH VALVE.
WITNESS POST TO BE INSTALLED AT THE RIGHT OF WAY.
NO POST REQUIRED FOR FIRE HYDRANT ISOLATION VALVES.
3.5" DIA. CYLINDRICAL
POLYMERIC MARKER POST
TOP COLOR: ROYAL BLUE
POST COLOR: WHITE
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VARIES
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2488-GX
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No. 57 STONE MINIMUM
MINIMUM No. 67 STONE
FEBRUARY 2018
NO. 57 STONE
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SCALE:
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COVER CAST IN SLAB SHALL BE USED INSTEAD OF THE STANDARD
RING AND COVER.
SHEET
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BLACK PAINT.
CONCRETE MANHOLE (TRAFFIC RATED)
CONCRETE MANHOLE (TRAFFIC RATED)
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3. FOR TWO-LANE, LOW - SPEED (35 MPH OR LESS) URBAN STREETS, A
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TRAFFIC CONTROL DETAIL
NOT TO SCALE
MIN. TOR MATCH EX. ASPHALT
THICKNESS, WHICHEVER IS
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3. GENERALLY, THE USE OF "END ROAD WORK" SIGNS IS OPTIONAL FOR
SHORT DURATION WORK SITES. HOWEVER, IF THE WORK SITE, ITSELF, IS
LONG, OR THE BEGINNING AND END OF THE WORK SITE ARE NOT VISIBLE
TO A DRIVER PASSING THROUGH IT, THEN "END OF WORK -
SIGNS SHOULD BE USED.
4. ALL WORK ZONE SIGNAGE SHALL CONFORM TO MUTCD
AND NCDOT SPECIFICATIONS.
TRAFFIC CONTROL DETAIL
NOT TO SCALE
MIN. TOR MATCH EX. ASPHALT
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GRAVEL DRIVE REPAIR DETAIL
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CONCRETE DRIVE REPAIR DETAIL
2" S9.56 OR S9.5C
SURFACE COURSE
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BASE COURSE
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THICKNESS, ICH
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2'-6"
8'-6„
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36"
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10'-5"
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7-4-
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151,
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7'-10'
24"
2'-6"
8'-6„
30"
3'-1"
9'-1"
36"
3'-8"
9'-8"
42"
4'-5"
10'-5"
48"
5'-0"
11'-0"
NCDOT ROAD OPEN CUT DETAIL
NOTE: C.8.1 NOT TO SCALE
ALL OPEN CUTS ALONG SOIL ROADWAYS SHALL BE BACKFILLED WITH
APPROVED SUITABLE MATERIAL AND PROPERLY TAMPED IN ACCORDANCE
WITH SPECIFICATIONS.
TYPICAL TRENCH SURFACE REPAIR
2 DETAIL (NON DOT ROADS)
C.8.1 NOT TO SCALE
FINAL BACKFILL
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AND SEDIMENTATION
PLANS AND SPECS
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O.D. + 48" MAX
—UNDISTURBED EARTH
SELECT COMPACTED
BACKFILL
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WIRE (FOR PRESSURE PIPE)
—PIPE BEDDING, CLASS I
#57 OR #67 WASHED
STONE COMPACTED
TO 90% STANDARD
PROCTOR DENSITY
PIPE GRADE
NOTES:
1. FOR DEEP TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE
TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING.
2. STONE BEDDING FOR PVC FORCE MAINS SHALL BE REQUIRED WHERE UNSUITABLE
SUBSURFACE CONDITIONS EXIST AS DIRECTED BY THE ENGINEER.
3. NO ROCKS OR BOULDERS 4" OR LARGER SHALL BE USED IN INITIAL BACKFILL.
4. SELECT BACKFILL MATERIAL SHALL BE USED IN ALL LOCATIONS WHERE EXCAVATED
MATERIAL IS DETERMINED, BY THE ENGINEER/CONSTRUCTION OBSERVER, TO BE
UNSUITABLE FOR BACK FILLING.
5. ALL TRENCHING AND EXCAVATION SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE NORTH CAROLINA OCCUPATIONAL SAFETY AND HEALTH STANDARDS
FOR THE CONSTRUCTION INDUSTRY MANUAL.
TYPICAL PIPE TRENCH AND PIPE
BEDDING DETAIL, FOR PRESSURE PIPE
NOT TO SCALE
VARIES 4'-0"
F7SiiY
14'-0"
T-0"
4'-0"
SLOPE AT 1/4:12 SLOPE AT 1/4:12
3:1 MA
SLOPE 72:1 �-- 12:1 SLOPEX
3:1 \
Scop
MAX E
FILL SECTION
CUT SECTION 8" AGGREGATE BASE COURSE
COMPACTED SUB -GRADE
TYPICAL GRAVEL DRIVE DETAIL
NOT TO SCALE
CUT BACK EXIST
SURFACE COURSE
6" MIN FROM
BASE SLOPE
EXIST SURFACE
COURSE
EXISTING TACK Cl
EXIST BASE COURSE
NEW ASPHALT PAVEMENT
i
< EXIST BASE
12' MIN
ASPHALT CONCRETE
SURFACE COURSE TYPE
TACK COAT
H -BINDER COURSE
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FENCE REQ'D
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NEW PIPE LINE
NEW PIPE UNE
AS NOTED
STATE ROAD
- - ------ AS NOTED
N
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M
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CULVERT
PLAN *24" MIN.
PROFILE
W
CONDITION 1
18" MIN FOR CROSSING
C)
PIPE LINE OVER CULVERT
OF SANITARY SEWER
14 LF MIN. SILT
n
FENCE REQ'D
N
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AS NOTED
NEW PIPE LINE GRADE CULVERT
------ -- AS NOTED
TOP OF
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CULVERT
NEW PIPE LINE
"24"
MIN
PLAN
PROFILE
CONDITION 2
'ADD CONCRETE ENCASEMENT
PIPE LINE UNDER CULVERT
PER PIPE CROSSING DETAIL FOR
CULVERT CROSSING
PROVIDE
RESTRAINED
JOINT D.I. PIPE
u?
MIN. FROM WINGWALL
CULVERT
NEW PIPE LINE GRADE CONC. ENCASEMENT
10•x_ 10'
SEE DETAIL
`
-
— ----
-- --STATE ROAD-- AS NOTED
I�
10 TONS CLASS B
.1-"�–CULVERT
4.0' MIN. NEW PIPE LINE
RIP RAP REQ'D
NLESS THERVASE
PLAN
PROFILE NO
CONDITION 3
R J.D.I. PIPE LINE AROUND END OF CULVERT
INSTALLATION OF PIPE
LINE AT CULVERT
NOT TO SCALE
NOTES:
1. ENCASEMENT REQUIRED FOR
SPACE GREATER THAN 12"
FF ---
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do MIN. COVER FLOWABLE FILL FULL 6" O.D 6" MIN. COVER
TRENCH WIDTH
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VARIES 4' SLOPE AT 1/4:12 SLOPE AT 1/4:12
EXIST_
PROPOSED PIPE
PIPELINE a DESIGNED BY:
WAL
IT MIN. 41
6 � _ _ _ A MIN
„ DRAWN BY:
3:1 3:1 MAX — 6" MIN — — — 12" MAX. DRS
12'1
SLOPE 1 \ 12'1 SLOPE _,_1 12" MAX
3'• �i / \/ ', CHECKED BY:
WAL
PROJECT NO.:
CUT SECTION � '�v �FILL SECTION _EXIST _ —__ _ . _ PROPOSED 2488 GX
PIPE I PIPELINE
TACK COAT DATE:
2.0" S9.5B ASPHALT FEBRUARY 2018
CONCRETE SURFACE 6" AGGREGATE BASE COURSE
COURSE 12" MIN. 1" THICK SCALE:
4" BITUMINOUS COMPACTED SUB -GRADE COMPRESSIBLE
BINDER COURSE JOINT FILLER AS NOTED
PROPOSED PIPELINE MATERIAL PROPOSED PIPELINE
OVER EXIST PIPE UNDER EXIST PIPE
SHEET
g TYPICAL ROADWAY - ASPHALT DETAIL g TYPICAL PIPE CROSSING C.8,1
C.8.1 NOT TO SCALE C.8.1 NOT TO SCALE
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TRENCH WIDTH
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VARIES 4' SLOPE AT 1/4:12 SLOPE AT 1/4:12
EXIST_
PROPOSED PIPE
PIPELINE a DESIGNED BY:
WAL
IT MIN. 41
6 � _ _ _ A MIN
„ DRAWN BY:
3:1 3:1 MAX — 6" MIN — — — 12" MAX. DRS
12'1
SLOPE 1 \ 12'1 SLOPE _,_1 12" MAX
3'• �i / \/ ', CHECKED BY:
WAL
PROJECT NO.:
CUT SECTION � '�v �FILL SECTION _EXIST _ —__ _ . _ PROPOSED 2488 GX
PIPE I PIPELINE
TACK COAT DATE:
2.0" S9.5B ASPHALT FEBRUARY 2018
CONCRETE SURFACE 6" AGGREGATE BASE COURSE
COURSE 12" MIN. 1" THICK SCALE:
4" BITUMINOUS COMPACTED SUB -GRADE COMPRESSIBLE
BINDER COURSE JOINT FILLER AS NOTED
PROPOSED PIPELINE MATERIAL PROPOSED PIPELINE
OVER EXIST PIPE UNDER EXIST PIPE
SHEET
g TYPICAL ROADWAY - ASPHALT DETAIL g TYPICAL PIPE CROSSING C.8,1
C.8.1 NOT TO SCALE C.8.1 NOT TO SCALE

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1/2"x1/2" WIRE MESH--�
(V
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2" x 2" STEEL POSTS
CATCH BASIN
1/2"xl/2" WIRE MESH
#57 WASHED STONE
PLAN
1. DRIVE POSTS INTO THE GROUND TO A DEPTH OF 1.5'.
2. WIRE MESH SHALL BE HARDWARE CLOTH (23 GAUGE MIN.)
AND SHALL HAVE 1/4" MESH OPENINGS. BURY FABRIC 1'
AND EXTEND TO THE TOP OF THE POSTS.
3. SEDIMENT CONTROL STONE SHALL BE #57 STONE. HEIGHT
OF STONE AT WIRE MESH SHALL BE 12 INCHES.
4. FASTEN FABRIC SECURELY AT THE CORNER POSTS.
FO
FLUws, KUUK scare VKU 1 tU i IUN
MAY BE NEEDED PER STANDARD
DETAIL
INLET PROTECTION
C.9.1 NOT TO SCALE
NOTES:
1. 3:1 SIDE SLOPES UNLESS OTHERWISE NOTED ON PLANS.
2. PERMANENT - GRASS LINED
3. TEMPORARY - STRAW W/ NET OR DITCH LINER
4 TYPICAL DITCH
C.g.1 NOT TO SCALE
CLC V I.11 1 V IV
NOTCH AND FOLD FABRIC
OVER HORIZONTAL POST
8' OF #57 WASHED-�
STONE
m
NOTES:
1. INSTALL SILT FENCE PER STD. SILT
FENCE DETAIL. N
2. LOCATE REINFORCED OUTLET AT LOW POINTS
OF SILT FENCE BARRIER.
3. PLACE RIP RAP WITH CARE. DO NOT TEAR
SILT FENCE FABRIC.
SECTION
STEEL POST
WOVEN WIRE FABRIC
HORIZONTAL POST
SILT FENCE FABRIC
CLASS 'BF RIP RAP (TYP)
REINFORCED SILT FENCE OUTLET
NOT TO SCALE
ORIGINAL DITCH
BOTTOM GRADE
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ROCK CHECK DAMS
IENT STORAGE
100,
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RADIUS TO ACCOMODATE
LARGE TRUCKS NCDOT #5 OR #57
WASHED STONE Z
is
SEDIMENT TRAP BOTTOM DIMENSIONS 15'x 2', SIDE SLOPES 1.5:1,
VOLUME 264 FT3
24'
CLASS'B' EROSION CONTROL STONE FILTER FABRIC
21• MI\ /� NATURAL GROUND
N ` EL VARIES
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3.5'
2.5' DEPTH o 1.5:1 SIDE SLOPE
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STORAGE �O
2.0'
STONE SECTION
( AS SEEN LOOKING DOWN STREAM )
TST - TEMPORARY SEDIMENT TRAP DETAIL
TYPICAL FOR ROADSIDE DITCHES
NOT TO SCALE
NOTES:
1. CHECK BASIN AFTER EVERY RAINFALL WHICH CAUSES FLOW IN ROADSIDE DITCH.
2. REPLACE STONES WHICH ARE DISLODGED.
3. REPAIR ERODED ABUTMENTS WITH STONE.
4. WHEN BASIN IS '% FULL CLEAN OUT SEDIMENT AND DISPOSE OF MATERIAL BY
SPREADING AND SEEDING OR INCORPORATING INTO BACKFILLING OPERATIONS.
5. AFTER THE SITE IS STABILIZED, THE BASIN MUST BE REMOVED AND MATERIAL
DISPOSED OF IN ACCORDANCE WITH THE SEDIMENT EROSION CONTROL POLLUTION
ACT.
6. PAYMENT SHALL BE INCLUDED IN THE UNIT BID PRICE FOR OTHER ITEMS
UNLESS SPECIFICLY REQUESTED BY THE ENGINEER. SEE BASIS OF PAYMENT FOR
PAYMENT TERMS.
7. ALL TEMPORARY SEDIMENT TRAPS SHOWN ON PLANS SHALL BE SIZED ACCORDING TO THIS DETAIL.
TEMPORARY SEDIMENT TRAP
NOT TO SCALE
100' MIN.
EXISTING
70' MIN. 30' MIN NEW CONSTRUCTION
-- --"�
ROADWAY
6" MIN. 12" MIN.
SECTION
NOTES:
1. ENTRANCE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABLIZED.
2. CONSTRUCTION ENTRANCE SHALL BE PLACED FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
3. PERIODIC TOP DRESSING AND ROUTINE MAINTENANCE SHALL BE PROVIDED ON
ENTRANCE AS REQUIRED. CONTRACTOR SHALL STOCKPILE FRESH STONE ON SITE.
4. ANY MATERIAL THAT MAKES IT TO EXISTING PUBLIC ROADWAY SHALL BE REMOVED
AND CLEANED IMMEDIATELY.
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
8'-0" MAX 8'-0" MAX 14 GAUGE WIRE
MESH BACKING
APPROVED
FILTERING FABRIC
APPROVED UV Z PLACE #5 STONE
RESISTANT SILT g I FILTER AGAINST
FILTERING FABRICo FENCING WHERE
SECURED TO WIRE 9 REQUIRED OR AS
�13DIRECTED BY THE
AT 6" O.C. ENGINEER.
I
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I I MESH BACKING I I I I F� 9"
I I (6"x6" MAX OPNG.) I I I I Q O I I
I I SECURE WITH I I 11 N Z I I ANCHOR TRENCH,
I I NO. 8 STAPLE I I I I w I I CARRY WIRE AND
I I I I 1 I w I I FABRIC 8" MIN. INTO
LJ t.33LJ-_ LJ TRENCH, BACKFILL
SOIL AND COMPACT
LB/FT STEEL POSTS
NOTES:
1. FOR AREAS OF EARTH BACKFILL, POSTS SHALL BE SET AT DEPTHS OF 4'-0" MIN.
AND ANCHOR TRENCH IS TO BE 12"x12" WITH FILL TO BE COMPACTED.
2. PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A
VELOCITY BREAK AND SILT TRAP.
3. CONTRACTOR SHALL MAINTAIN AND REMOVE BUILT UP SEDIMENT ON
FENCE AT PERIODIC INTERVALS OR AS DIRECTED BY INSPECTOR.
4. CONTRACTOR MAY USE ALTERNATE MATERIAL OR METHOD
UPON APPROVAL FROM ENGINEER.
g SILT FENCE
C,9,1 NOT TO SCALE
AREA TO BE
DISTURBED
CLASS I RIP -RAF
FLOW
FLOW
"^ 57
SHED STONE
FLOW
NO. 57
STONE
FLOOD
STORAGE
ZONE
�
O4-
SEDIMENT -
STORAGE
ZONE
MAXIMUM SEDIMENT DEPTH
(CLEAN OUT LEVEL)
EXISTING SLOPE
NOTES
1. HEIGHT AND WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
2. KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
3. DO NOT PLACE CHECK DAMS IN
LIVE STREAMS.
'ISI
PLAVIEW
L --CLASS I RIP -RAP
TER GEOTEXTILE
RIP -RAP
HEADWALL
ROADWAY
SHOULDER
�'> FLOW
PLANTING DATES
�
PIPE INVERT _
_
SEEDING SCHEDULE
1. TEMPORARY SEEDING
PLANTING DATES
GRASS TYPE
POUNDS /ACRE
DEC.1 - APR. 15
RYE (GRAIN)
120
KOBE LESPEDEZA
50
APR. 15 AUG. 15
GERMAN MILLET
40
AUG. 15 - DEC. 1
RYE (GRAIN)
120
LIME
3,000
FERTILIZER
10-10-10
800
MULCH
STRAW
4,000
1. PERMANENT SEEDING
PLANTING DATES
GRASS TYPE
POUNDS / ACRE
FEB. 15 - APR. 30
TALL FESCUE
200
&
PENSACOLA BAHIAGRASS
50
SEP.1 - OCT. 30
SERICEA LESPEDEZA
30
KOBE LESPEDEZA
10
LIME
4,000
FERTILIZER
10-10-10
1,000
MULCH
STRAW
4,000
ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB / ACRE.
SEEDING SCHEDULE
C.9.1 NOT TO SCALE
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RIP RAP HEADWALL
NO. 5 WASHED STONE
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SEDIMENT ' I I I I' I I ' I I I O
STORAGE I I 0
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BERM BASIN DETAIL TO PROTECT F
EXISTING PIPE INVERTS THAT DRAIN Z
10 ACRES OR LESS
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C.9.1 NOT TO SCALE
CLASS B RIPRAP f 15,
1/2' 1'
OF STORMWATER PIPE OUTLET TO FLAT AREA
12" OF #5 OR #57 2' MAX AT NO WELL DEFINED CHANNEL
WASHED STONE o 2 CENTER
4 _ 8• ,
FILTER CLOTH
SIDE VIEW
NOTF.
1. SPACE CHECK DAMS IN A CHANNEL
SO THAT THE CREST OF DOWNSTREAM
DAM IS AT ELEVATION OF THE TOE
OF UPSTREAM DAM.
L = THE DISTANCE SUCH
THAT POINTS A AND B ARE
OF EQUAL ELEVATION
L
B
CHECK DAM SPACING
g ROCK CHECK DAM
\112 NOT TO SCALE
PIPE OUTLET TO WELL
DEFINED CHANNEL
PLAN PLAN
La
SECTION A -A FILTER BLANKE SECTION A -A
NOTES:
1. La IS THE LENGTH OF THE RIP -RAP APRON. (MIN. TRENCH WIDTH 6')
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6". (12" MIN.)
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO
AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP
OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE
RIP -RAP AND SOIL FOUNDATION.
CULVERT OUTLET TO
10 RIP -RAP PROTECTION DETAIL
C.9.1 NOT TO SCALE
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DESIGNED BY:
WAL
DRAWN BY:
DRS
CHECKED BY:
WAL
PROJECT NO.:
2488 - GX
DATE:
FEBRUARY 2018
SCALE:
AS NOTED
SHEET
C.9.1

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N
SECTION
NOTES;
2" x 2" STEEL POSTS
CATCH BASIN
1/2"x1/2" WIRE MESH
#57 WASHED STONE
1. DRIVE POSTS INTO THE GROUND TO A DEPTH OF 1.5'.
2. WIRE MESH SHALL BE HARDWARE CLOTH (23 GAUGE MIN.)
AND SHALL HAVE 1/4" MESH OPENINGS. BURY FABRIC 1'
AND EXTEND TO THE TOP OF THE POSTS.
3. SEDIMENT CONTROL STONE SHALL BE #57 STONE. HEIGHT
OF STONE AT WIRE MESH SHALL BE 12 INCHES.
4. FASTEN FABRIC SECURELY AT THE CORNER POSTS.
INLET PROTECTION
C.9.1 NOT TO SCALE
i
PLAN
FOR DITCHES WITH HIGH VOLUME
FLOWS, ROCK SLOPE PROTECTION
MAY BE NEEDED PER STANDARD
DETAIL
NOTES:
1. 3:1 SIDE SLOPES UNLESS OTHERWISE NOTED ON PLANS.
2. PERMANENT - GRASS LINED
3. TEMPORARY - STRAW W/ NET OR DITCH LINER
4 TYPICAL DITCH
11C 91 NOT TO SCALE
CLCVHI IVIN
NOTCH AND FOLD FABRIC
OVER HORIZONTAL POST
8" OF #57 WASHED
STONE
m
NOTES:
1. INSTALL SILT FENCE PER STD. SILT
FENCE DETAIL. a
2. LOCATE REINFORCED OUTLET AT LOW POINTS
OF SILT FENCE BARRIER.
3. PLACE RIP RAP WITH CARE. DO NOT TEAR
SILT FENCE FABRIC.
SECTION
STEEL POST
WOVEN WIRE FABRIC
HORIZONTAL POST
SILT FENCE FABRIC
CLASS 'B' RIP RAP (TYP)
REINFORCED SILT FENCE OUTLET
NOT TO SCALE
ORIGINAL DITCH
BOTTOM GRADE
NEWLY EXCAVATED BASIN, EXCAVATE 1.5' BELOW EXIST. DITCH GRADE
RA1
FILTER FABRIC)
CLASS'B' EROSION CONTROL STONE
CROSS SECTION
( PROFILE VIEW OF ROADSIDE DITCH )
ROCK CHECK DAM-,,
2'
SEDIMENT STORAGE
SEDIMENT TRAP BOTTOM DIMENSIONS 15'x 2', SIDE SLOPES 1.5:1,
VOLUME 264 FT3
1
1 • 1 1 �
PIPE INVERT
Z
24'
DRS
f`�1cR'�^��i+n mit+•
U
M
w
CLASS W EROSION
CONTROL STONE
_
N
N
FILTER FABRIC
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NATURAL GROUND
21" MIN. �
..
60,
N u
EL. VARIES
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G
1.0'
RA1
FILTER FABRIC)
CLASS'B' EROSION CONTROL STONE
CROSS SECTION
( PROFILE VIEW OF ROADSIDE DITCH )
ROCK CHECK DAM-,,
2'
SEDIMENT STORAGE
SEDIMENT TRAP BOTTOM DIMENSIONS 15'x 2', SIDE SLOPES 1.5:1,
VOLUME 264 FT3
BERM BASIN DETAIL TO PROTECT
z
PIPE INVERT
Z
24'
DRS
f`�1cR'�^��i+n mit+•
U
M
w
CLASS W EROSION
CONTROL STONE
_
N
N
FILTER FABRIC
/c
(.I
U
.
NATURAL GROUND
21" MIN. �
..
60,
N u
EL. VARIES
d
E
tp Z
-
moompW
G
1.0'
O
t
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G
MIN. OHO
a
1 J
r
3.5'
y
2.5' DEPTH
o 0
1.5:1 SIDE SLOPE
TLJJ
y
SEDIM NT
STORAGE
1 2.0' 1
STONE SECTION
( AS SEEN LOOKING DOWN STREAM)
TST - TEMPORARY SEDIMENT TRAP DETAIL
TYPICAL FOR ROADSIDE DITCHES
NOT TO SCALE
NOTES:
1. CHECK BASIN AFTER EVERY RAINFALL WHICH CAUSES FLOW IN ROADSIDE DITCH.
2. REPLACE STONES WHICH ARE DISLODGED.
3. REPAIR ERODED ABUTMENTS WITH STONE.
4. WHEN BASIN IS % FULL CLEAN OUT SEDIMENT AND DISPOSE OF MATERIAL BY
SPREADING AND SEEDING OR INCORPORATING INTO BACKFILLING OPERATIONS.
5. AFTER THE SITE IS STABILIZED, THE BASIN MUST BE REMOVED AND MATERIAL
DISPOSED OF IN ACCORDANCE WITH THE SEDIMENT EROSION CONTROL POLLUTION
ACT,
6. PAYMENT SHALL BE INCLUDED IN THE UNIT BID PRICE FOR OTHER ITEMS
UNLESS SPECIFICLY REQUESTED BY THE ENGINEER. SEE BASIS OF PAYMENT FOR
PAYMENT TERMS.
7. ALL TEMPORARY SEDIMENT TAPS SHOWN ON PLANS SHALL BE SIZED ACCORDING TO THIS DETAIL.
2--� TEMPORARY' SEDIMENT TRAP
g,1 NOT TO SCALE
RADIUS TO ACCOMODATE
LARGE TRUCKS NCDOT #5 OR #57
WASHED STONE Z
io
100' MIN.
EXISTING 70'MIN. 30' MIN. NEW CONSTRUCTION
ROADWAY
100 ;j,
6" MIN. 12" MIN.
SECTION
NOTES:
1. ENTRANCE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABLIZED.
2. CONSTRUCTION ENTRANCE SHALL BE PLACED FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
3. PERIODIC TOP DRESSING AND ROUTINE MAINTENANCE SHALL BE PROVIDED ON
ENTRANCE AS REQUIRED. CONTRACTOR SHALL STOCKPILE FRESH STONE ON SITE.
4. ANY MATERIAL THAT MAKES IT TO EXISTING PUBLIC ROADWAY SHALL BE REMOVED
AND CLEANED IMMEDIATELY.
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
LA
AUGE WIRE
H BACKING
ROVED
ERING FABRIC
APPROVED UVZ CE #5 STONE
RESISTANT SILT ER AGAINST
FILTERING FABRICCING WHERE
SECURED TO WIRE UIRED OR AS
ECTED BY THE
AT 8" O.C. INEER.
1 1 14 GAUGE WIRE I I I I W 7 1� p•
I I MESH BACKING I I ♦f
I I (6"x6" MAX OPNG.) 1 1 1 1 9 0 1 1
I I SECURE WITH I I I I iN Z I I ANCHOR TRENCH,
1 1 NO. 8 STAPLE I I I I w I I CARRY WIRE AND
I I II I I N 11 FABRIC 8" MIN. INTO
LJ t.33
LJ LJ TRENCH, BACKFILL
SOIL AND COMPACT
LB/FT STEEL POSTS
NOTES:
1. FOR AREAS OF EARTH BACKFILL, POSTS SHALL BE SET AT DEPTHS OF 4'-0" MIN.
AND ANCHOR TRENCH IS TO BE 12"x12" WITH FILL TO BE COMPACTED.
2. PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A
VELOCITY BREAK AND SILT TRAP.
3. CONTRACTOR SHALL MAINTAIN AND REMOVE BUILT UP SEDIMENT ON
FENCE AT PERIODIC INTERVALS OR AS DIRECTED BY INSPECTOR.
4. CONTRACTOR MAY USE ALTERNATE MATERIAL OR METHOD
UPON APPROVAL FROM ENGINEER.
g SILT FENCE
C.9.1 NOT TO SCALE
CLASS I
FLC
FLOW
AREA TO BE NO. 57 WASHED
DISTURBED STONE
FLOOD
STORAGE
ZONE
TzO�
SEDIMENT �
STORAGE
ZONE
MAXIMUM SEDIMENT DEPTH
(CLEAN OUT LEVEL)
EXISTING SLOPE
NOT ES
1. HEIGHT AND WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
2. KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
3. DO NOT PLACE CHECK DAMS IN
LIVE STREAMS.
I
PLAN VIEW
CLASS B RIPAP
OF STORMWATER
12" OF #5 OR #57-•
WASHED STONE
C!E
FILTER CLOTH)
SIMV(
57
SHED STONE
FLOW
ROADWAY
SHOULDER
7 FLOW
}
BERM BASIN DETAIL TO PROTECT
z
PIPE INVERT
Z
Q
DRS
f`�1cR'�^��i+n mit+•
U
M
w
PROJECT NO.:
r
N
U
_
N
N
O
Z
m
(.I
U
.
r 8
�J
ZN
•
N u
CLASS B RIPAP
OF STORMWATER
12" OF #5 OR #57-•
WASHED STONE
C!E
FILTER CLOTH)
SIMV(
57
SHED STONE
FLOW
ROADWAY
SHOULDER
7 FLOW
}
BERM BASIN DETAIL TO PROTECT
z
PIPE INVERT
Z
1/2'-1' 4
2'M AX AT
2 CENTER
�1
NOTF.
1. SPACE CHECK DAMS IN A CHANNEL
SO THAT THE CREST OF DOWNSTREAM
DAM IS AT ELEVATION OF THE TOE
OF UPSTREAM DAM.
L = THE DISTANCE SUCH
�UAr Dnuirc A Aran D ADE
9 ROCK CHECK DAM
C.9.1 NOT TO SCALE
i
SEEDING SCHEDULE
SEED: THE MIXTURE OF SEED IN ALL DISTURBED AREAS INCLUDING NCDOT
RIGHTS-OF-WAY SHALL BE THE FOLLOWING:
1. SEPT 1 - APRIL 1 NCDOT ONLY
75 POUNDS/ACRE KENTUCKY 31 FESCUE
50 POUNDS/ACRE BAHIAGRASS (WILMINGTON, IF AVAILABLE,
PENSACOLA OTHERWISE)
2. APRIL 1 - SEPT 1 NCDOT ONLY
75 POUNDS/ACRE BAHIAGRASS (WILMINGTON, IF AVAILABLE,
PENSACOLA OTHERWISE)
50 POUNDS/ACRE KENTUCKY 31 FESCUE
35 POUNDS/ACRE BROWNTOP MILLET OR SORGHUM SUDAN HYBRIDS
3. WHERE A "TURF" TYPE GRASSED AREA IS REQUIRED THE FOLLOWING
MIXTURE SHALL BE USED:
20 POUNDS/ACRE COMMON BERMUDAGRASS (UNHULLED)
70 POUNDS/ACRE KENTUCKY 31 FESCUE
A. IF SEEDING OCCURS BETWEEN THE MONTHS OF NOVEMBER
AND FEBRUARY, RYE GRAIN SHALL BE PROVIDED IN ADDITION
TO THE ABOVE AT A RATE OF 25 POUNDS/ACRE.
ALL SEEDED AREAS SHALL BE CULTIPACKED TO FIRM SEED BED AND
COVER SEED. SHOULD THE PERMANENT SEED NOT GERMINATE AND PRODUCE
A STAND OF GRASS, THE AREAS SO EFFECTED SHALL BE RESEEDED UNTIL
A PERMANENT STAND IS ESTABLISHED.
�3 SEEDING SCHEDULE
C.9.1 NOT TO SCALE
V
Z Z
>0WO
U
ry�ryQ LL_
Cc J F-
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O
U
QZcrO
Z LL_
LL
jjjj
cc
INVERT /
FLOW FLOW-► PIPE / Z
RIP RAP HEADWALL
NO. 5 WASHED STONE
l' THICK x 3' HIGH
��G N z
VO
o Lu
AV / m
I
0
SSEDIMENT Lu
TORAGE I I I I II I 0
AREA
w
6
NOTF.
1. SEE GRAVEL & RIP RAP FILTER
}
BERM BASIN DETAIL TO PROTECT
z
EXISTING PIPE INVERTS THAT DRAIN
Z
Q
DRS
CHECKED BY:
U
M
w
PROJECT NO.:
r
N
U
_
N
N
O
Z
m
(.I
U
.
r 8
�J
ZN
=
N u
d
E
tp Z
-
moompW
y
O
t
_ m
G
C)
a
1 J
r
y
�
N
0
m
TLJJ
y
jjjj
cc
INVERT /
FLOW FLOW-► PIPE / Z
RIP RAP HEADWALL
NO. 5 WASHED STONE
l' THICK x 3' HIGH
��G N z
VO
o Lu
AV / m
I
0
SSEDIMENT Lu
TORAGE I I I I II I 0
AREA
w
6
NOTF.
1. SEE GRAVEL & RIP RAP FILTER
}
BERM BASIN DETAIL TO PROTECT
F -
EXISTING PIPE INVERTS THAT DRAIN
Z
10 ACRES OR LESS
DRS
CHECKED BY:
U
w
PROJECT NO.:
m
2
DATE:
O
FEBRUARY 2018
Lu
c7
O
W
ARCI FILTER
NOT TO SCALE
PIPE OUTLET TO FLAT AREA
NO WELL DEFINED CHANNEL
u�
PIPE OUTLET TO WELL
DEFINED CHANNEL
PLAN PLAN
La'1 LaM.
d
SECTION A -A FILTER BLANKE SECTION A -A
NOTES:
1. La IS THE LENGTH OF THE RIP -RAP APRON. (MIN. TRENCH WIDTH 6')
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6". (12" MIN.)
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO
AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP
OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE
RIP -RAP AND SOIL FOUNDATION.
CULVERT OUTLET TO
RIP -RAP PROTECTION DETAIL
NOT TO SCALE
Q
a Z
Q O
-cn
cr �w
cj) I.
0 W
Z co
w
Q
caJ
0
Z
Y
n,ur
C.n
J
LL!
0
J
0
Z
0
Z
w
Lli0
z
Z
0
H
Q
Z
LLI
Lu
Fj)
•1 041/415q C
•�i1�:.°!VGINE "Q`°.:
r
\1 IF
+
•. AM A.
'+411 16%,
DESIGNED BY:
WAL
DRAWN BY:
DRS
CHECKED BY:
WAL
PROJECT NO.:
2488 - GX
DATE:
FEBRUARY 2018
SCALE:
AS NOTED
SHEET
C.9.1