WQ0040884_MOD_Greensboro-Randolph_Megasite_FTSSE_Asbuilts_Phase_4_Record_Drawings_20240715

PLEASANT
GARDEN
E
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
CLIMAX
�G
Begin Phase IV Construction JULIAN
Force Main Sta 256+55
SANDY CREEK
LIFT STATION
J / �i
End Phase IV Construction
Force Main Sta 438+07
� I
LOCATION MAP
N.T.S.
WATER RESOURCES
DEPARTMENT
APPROVED FOR CONSTRUCTION
CITY OF GREENSBORO
BY: jc/� C4 4-�4
WATER ESOURCE5 ADMINISTRATION
DATE: 3/13 2-02.
CONTACT
EN6INEERIN6 CONSTRUCTION INSPECTIONS
@ (336) 373 — 2377 ,BEFORE STARTING WORK
RM SEWR PEIT No —y" &rxU-%4 05 54
WXM POW -IT NO
BID DATE:
CITY OF GREENSBORO
ENGINEERING DIVISION
APPROVED FOR CONSTRUCTION
LI
CONTACT [phone] FOR ROADWAY CONSTRUCTION
OR [phone] FOR WATER AND SF\\'FR CONSTRUCTION
PRIOR TO BEGINNING ANY WORK.
SIGNED •CA DUODATE 3 131Z3
ENGINEERING DIVISION
Contract Drawings For
City of Greensboro
Phase IV
Sewer Force Main
Extension
Civil
24" Force Main: 18,152 LF
Greensboro Project No. P05805C-006
Greensboro Contract No.2022-013
HDR Project No. 10328289
Greensboro, North Carolina
January 2023
100% SUBMITTAL
�N R0l
037518
01 /24/2023 .
GENERAL NOTES
ALL CONSTRUCTION SHALL CONFORM TO THE MOST CURRENT
CITY OF GREENSBORO STANDARDS AND SPECIFICATIONS, ALL
NC-DENR REGULATIONS AND ALL REQUIREMENTS FROM THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S POLICIES
AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY
RIGHTS -OF -WAY.
CONSTRUCTION SHALL COMPLY WITH ALL REQUIREMENTS SET
FORTH IN ALL PERMITS RECEIVED FOR THE PROJECT, WHICH ARE
INCLUDED IN THE CONTRACT SPECIFICATIONS.
FOR REQUIREMENTS REGARDING UNDERGROUND UTILITIES,
REFER TO "PROTECTION OF EXISTING UTILITIES" LOCATED IN THE
SPECIFICATIONS UNDER "PROJECT SPECIAL PROVISIONS."
DITCHES DISTURBED BY CONSTRUCTION SHALL BE SEEDED AND
LINED WITH APPROPRIATE LINING TO PREVENT SOIL EROSION. SEE
NOTES ON SEPARATE SHEETS.
GROUND COVER MUST BE PROVIDED FOR DISTURBED AREAS
AFTER EVERY 1,000 FEET OF LINE CONSTRUCTION AND AT NO TIME
SHALL DISTURBED AREAS BE EXPOSED FOR MORE THAN 15
WORKING DAYS.
ALL ENCASED PIPE SHALL BE RESTRAINED JOINT UNLESS
OTHERWISE NOTED ON DRAWINGS OR IN SPECIFICATIONS.
ALL STREAM CROSSINGS SHALL BE WITH RESTRAINED JOINTS.
SEDIMENT MUST BE REMOVED FROM STREETS AS OFTEN AS
NECESSARY TO PREVENT ANY BUILD-UP AND TO PREVENT
WASHING OF SEDIMENT OUT OF CONSTRUCTION AREAS.
DE -WATERING OF STRUCTURES WITH SEDIMENT -LADEN WATER
DIRECTLY TO STREAMS IS PROHIBITED.
CONTRACTOR SHALL DISPOSE OF ALL DEMOLISHED TANKS, PIPING
AND APPURTENANCES AT AN APPROPRIATE OFF -SITE FACILITY.
ENCROACHMENT PERMIT
REQUIRED THROUGH NCDOT,
CALL [phone] FOR PERMIT.
WQ PERMIT REQUIRED
THROUGH NCDEQ.
HDR Engineering, Inc.
of the Carolinas
N.C.B.E.L.S. License No. F-0116
440 S. Church St.
Charlotte, NC 28202
704.338.6700
CONTRACT SHEET
1 OF 43
STANDARD TOPO SYMBOLS
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Existing Manhole 1/8" (labeled) ............................
0
Proposed Manhole 1/8".......................................
is
Telecommunications Manhole 1/8" (labeled) ..................
Exist. Curb Inlet 5/32"-5/64" ...............................
Im
Prop. Curb Inlet 5/32"-5/64.................................
m
Telephone Booth 3/16"-5/16..................................
❑d
Exist. Telephone Or Power Pole 3/32.........................
-0-
Prop. Telephone Or Power Pole 3/32..........................
-�
City Of Greensboro Signal Pole 3/32" (labeled) ..............
®«x
GuyWire 3/32"..............................................
v
Exist. Hydrant 3/32"........................................
Prop. Hydrant 3/32".........................................
AK
Water Valve 3/32" (labeled) .................................
40
Traffic Engineering Signal Box 5/64"........................
❑
GasValve 3/32".............................................
Grate or Drop Inlet (D.I.) 3/32.............................
Right Of Way Monument 3/32".................................
0
Iron Pipe 3/64..............................................
C aP
Meter 5/64".................................................
IS
Electrical Outlet 5/64" (labeled) ...........................
68M
Telecommunications Box Or Pedestal 5/64" (labeled).........
❑O
Exist. Precise Traverse Point 7/64" (labeled)...............viv
18" Or Less Tree 1/4" (labeled) .............................
Over 20" Tree 5/16" (labeled) ...............................
zo ��
Shrub 5/32".................................................
Clean Out 1/16"-1/32" (labeled) ............................
OGp.
Light Pole 3/32" (labeled) ..................................
® gar
Wheelchair Ramp (City Of Greensboro Std. #418)..............
wca
Control Of Access Line 5/16.................................
Exist. Water Line (labeled) .................................
W
Prop. Water Line (labeled) ..................................
W
Exist. Sanitary Sewer (labeled) .............................
_ SS
Prop. Sanitary Sewer (labeled) ..............................
�•
Exist. Right Of Way .........................................
ProposedMargin .............................................
— - - —
Easement (labeled) ..........................................
Temporary Construction Easement .............................
E
Exist. Dirt Street ..........................................
Exist. Pavment..............................................---v--Y-
Exist. Curb (labeled) .....................................
----------
Exist. Curb & Gutter (labeled) ..............................
----------
Prop. Curb & Gutter (shaded & labeled) ......................
SurveyLine .................................................
SlopeLine ..................................................
° ---
Center Line .................................................
Exist. Storm Sewer (labeled) ................................
Prop. Storm Sewer (labeled) .................................
Gas Line (labeled) ..........................................
G
Transmission Line & Tower ...................................
Underground Telecommunication Cable (labeled) ..............
T
Underground Power Line ......................................
P
Fence (labeled) .............................................
X
Railroad....................................................
Bridge (Prop. Solid & Exist. Broken) ........................
Box Culvert (Prop. Solid & Exist. Broken) ...................
GuardRail ..................................................
Hedges Or Bushes (labeled) ..................................
^ ^ ^^ ^^
WoodsLine ..................................................
Exist. House ................................................
,-zseo
oo,
Temporary Silt Fence ........................................
Erosion Control Device (COG Std. No. 215 & 432).............
^

INDEX
OF DRAWINGS
GENERAL PROJECT NOTES
CONSTRUCTION SEQUENCE
GENERAL
1.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED WITH THE WORK UNDER THIS PROJECT AND FOR COMPLIANCE
1. OBTAIN AND MAINTAIN ON SITE THE LAND DISTURBING PERMIT FROM NCDEQ.
WITH ALL FEDERAL, STATE, AND LOCAL HEALTH AND SAFETY LAWS, CODES, REGULATIONS, AND ORDINANCES INCLUDING BUT NOT LIMITED
TO THOSE CURRENTLY MANDATED BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).
2. NOTIFY THE NCDEQ AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.
1
OOG-00
COVER SHEET
2
OOG-01
SHEET LIST INDEX AND PROJECT NOTES
2.
CONTRACTOR SHALL USE ADEQUATE SHORING METHODS TO ENSURE:
3. HOLD PRE -CONSTRUCTION MEETING.
3
OOG-03
SHEET ORIENTATION PLAN
A. COMPLIANCE WITH OSHA REGULATIONS.
4. ALL POTENTIALLY AFFECTED PROPERTY OWNERS MUST BE NOTIFIED PRIOR TO UTILITY
4
OOG-04
ABBREVIATIONS AND GENERAL SYMBOLS
B. PROTECTION OF EXISTING PAVEMENT AND ROAD SHOULDERS.
CONSTRUCTION EVEN THOUGH THE ACTIVITY IS COVERED UNDER AN EASEMENT. [G.S.
C. CONSTRUCTION ACTIVITIES ARE CONFINED TO RIGHTS -OF -WAY OR EASEMENTS AS INDICATED.
11A-54.19A1]
24" FORCE
MAIN PLANS AND PROFILES
5. INSTALL ALL EROSION & SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLANS PRIOR TO
3.
CONTRACTOR SHALL INSTALL GRAVITY SEWER AND MANHOLES AS INDICATED ON PLANS AND SHALL NOT DISTURB ANY AREA OUTSIDE THE
ANY SITE DISTURBANCE ACTIVITIES (CLEARING, GRUBBING, GRADING, OR EXCAVATION).
EASEMENT LIMITS SHOWN ON THE PLANS.
5
04C-01
PLAN & PROFILE STA 251+50 TO STA 259+50
6. ALL CLEARING AND GRUBBING ARE TO STAY WITHIN LIMITS AS SHOWN ON THE PLANS.
6
04C-02
PLAN & PROFILE STA 259+50 TO STA 269+50
4.
CONTRACTOR IS RESPONSIBLE FOR REPAIR/REPLACEMENT OF ALL MAINTAINED PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES TO
7. AS NOTED ON THE PLANS, NO WORK SHALL BE DONE IN AREAS OF WETLANDS AND STREAMS
7
04C-03
PLAN & PROFILE STA 269+50 TO STA 279+50
SATISFACTION OF NCDOT, GUILFORD COUNTY, RANDOLPH COUNTY AND THE CITY OF GREENSBORO. NO SEPARATE PAYMENT SHALL BE
UNTIL THE 401/404 PERMITS ARE OBTAINED.
8
04C-04
PLAN & PROFILE STA 279+50 TO STA 289+50
MADE FOR PAVEMENT REPAIR EXCEPT AS NOTED ON PLANS.
9
04C-05
PLAN & PROFILE STA 289+50 TO STA 300+25
8. IN WORK ZONE AREAS:
10
04C-06
PLAN & PROFILE STA 300+25 TO STA 310+00
5.
CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL EXISTING CONDITIONS DISTURBED DUE TO CONSTRUCTION ACTIVITIES TO THEIR
8.1. INSTALL SILT FENCE AND DOWNSTREAM EROSION CONTROL MEASURES. ENSURE THAT
11
04C-07
PLAN & PROFILE STA 310+00 TO STA 320+00
ORIGINAL LOCATION AND CONDITION UNLESS OTHERWISE NOTED ON PLANS. RESTORATION OF THESE FEATURES SHALL BE AT NO
PRIOR WORK AREA IS CLOSED, SEEDED AND MATTED (IF CALLED OUT ON THE PLANS).
12
04C-08
PLAN & PROFILE STA 320+00 TO STA 330+00
ADDITIONAL COST.
8.2. CONTRACTOR SHALL ESTABLISH CLEAN WATER DIVERSION SWALES AS DETAILED UPSLOPE
13
04C-09
PLAN & PROFILE STA 330+00 TO STA 340+00
OF TRENCH LOCATION WHERE ROOM EXISTS BETWEEN LOD AND PROPOSED SEWERLINE.
14
04C-10
PLAN & PROFILE STA 340+00 TO STA 350+00
6.
LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE NOT INTENDED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
8.3. CONTRACTOR SHALL NOT OPEN UP ANY MORE TRENCH THAN CAN BE CLOSED AT THE END OF
COORDINATE WITH ALL UTILITY COMPANIES AND FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION.
15
04C-11
PLAN & PROFILE STA 350+00 TO STA 360+00
LOCATE WELL AHEAD OF PIPE LAYING OPERATIONS TO ALLOW FOR ADJUSTMENT. NO SEPARATE PAYMENT WILL BE MADE FOR FIELD
THE DAY.
16
04C-12
PLAN & PROFILE STA 360+00 TO STA 370+00
VERIFICATION OR ADJUSTMENT AS REQUIRED. ADJUSTMENTS TO LAYOUT SHOWN SHALL BE SUBJECT TO ENGINEER APPROVAL.
8.4. SET EXCAVATED MATERIAL ON THE HIGH SIDE OF THE TRENCH SO THAT TRENCH WILL ACT AS
17
04C-13
PLAN & PROFILE STA 370+00 TO STA 380+00
CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ANY DAMAGE CAUSED BY CONSTRUCTION -RELATED ACTIVITIES TO EXISTING UTILITY
A BASIN SHOULD THERE BE A POP-UP STORM.
18
04C-14
PLAN & PROFILE STA 380+00 TO STA 390+00
LINES.
8.5. REVIEW IN THE FIELD LOCATIONS WHERE SEDIMENT LADEN RUN-OFF MAY ESCAPE. PROVIDE
19
04C-15
PLAN & PROFILE STA 390+00 TO STA 400+00
EXTRA MEASURES AS NECESSARY TO MAINTAIN A SEDIMENT SECURE SITE.
20
04C-16
PLAN & PROFILE STA 400+00 TO STA 410+00
7.
IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, CONTRACTOR SHALL STOP WORK IMMEDIATELY, TAKE NECESSARY PRECAUTIONS TO
8.6. APPLY STABILIZATION MEASURES AS SOON AS PIPE IS SET AND TRENCH BACKFILLED AND
21
04C-17
PLAN & PROFILE STA 410+00 TO STA 420+00
PREVENT INJURY OR FURTHER DAMAGE, AND NOTIFY PROPER AUTHORITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR
COMPACTED.
22
04C-18
PLAN & PROFILE STA 420+00 TO STA 430+00
RESTORING/REPAIRING ALL EXISTING STRUCTURES, CONDUITS, OR OTHER UTILITIES DAMAGED BY CONTRACTOR'S OPERATIONS AT NO
8.7. IT IS RECOMMENDED THAT SEEDING OCCUR WITHIN 7 DAYS OF OPENING DISTURBED AREAS.
23
04C-19
PLAN & PROFILE STA 430+00 TO STA 438+07
COST TO OWNER.
8.8. WORK WITH THE NCDEQ INSPECTOR ON THE USE OF WATTLES VERSUS ROCK CHECK DAMS
EROSION CONTROL PLANS
AT VARIOUS LOCATIONS.
8.
THE CONTRACTOR SHALL RECONSTRUCT ALL ROAD SHOULDERS, DRAINAGE DITCHES AND SWALES DISTURBED BY CONSTRUCTION
ACTIVITIES TO THEIR ORIGINAL GRADE AND LOCATION.
24
04E-01
EROSION CONTROL PLAN FORCE MAIN STA 256+00 TO STA 269+50
9. ANY OFFSITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH
25
04E-02
EROSION CONTROL PLAN FORCE MAIN STA 269+50 TO STA 289+50
9.
TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH NCDOT SPECIFICATIONS AND REQUIREMENTS.
AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR
26
04E-03
EROSION CONTROL PLAN FORCE MAIN STA 289+50 TO STA 310+00
A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM
27
04E-04
EROSION CONTROL PLAN FORCE MAIN STA 310+00 TO STA 330+00
10.
ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL BE ADEQUATELY PROTECTED BY BARRICADES, LIGHTS OR OTHER
DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A
28
04E-05
EROSION CONTROL PLAN FORCE MAIN STA 330+00 TO STA 350+00
PROTECTIVE DEVICES.
FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF
SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. [15A
29
04E-06
EROSION CONTROL PLAN FORCE MAIN STA 350+00 TO STA 370+00
NCAC 48 .0110]
30
04E-07
EROSION CONTROL PLAN FORCE MAIN STA 370+00 TO STA 390+00
11.
REMOVAL OF EXCAVATED MATERIALS AND DAILY CLEANUP OPERATIONS SHALL BE PERFORMED IN COMPLIANCE WITH THE SPECIFICATIONS
31
04E-08
EROSION CONTROL PLAN FORCE MAIN STA 390+00 TO STA 410+00
AND TO THE SATISFACTION OF THE OWNER/ENGINEER, AND/OR NCDOT.
10. INSPECT ALL EROSION CONTROL DEVICES AT WEEKLY INTERVALS AND AFTER EVERY RAINFALL
32
04E-09
EROSION CONTROL PLAN FORCE MAIN STA 410+00 TO STA 430+00
EVENT EXCEEDING 1.0 INCH TO VERIFY THAT THEY ARE FUNCTIONING PROPERLY. ANY
33
04E-10
EROSION CONTROL PLAN FORCE MAIN STA 430+00 TO STA 439+00
12.
ALL ROCKS, BRUSH, TIMBER, AND OTHER DEBRIS THAT IS CLEARED FROM THE RIGHTS -OF -WAY SHALL BE REMOVED FROM THE PREMISES
ACCUMULATED SEDIMENT SHALL BE REMOVED AND PLACED IN A DESIGNATED SPOIL DISPOSAL
AND SHALL NOT BE BURIED WITHIN THE RIGHT-OF-WAY OR PLACED ON ADJOINING LANDS, EXCEPT WHERE ARRANGEMENTS FOR SUCH
AREA APPROVED BY THE INSPECTOR. CONDUCT PERIODIC INSPECTIONS OF ALL EROSION AND
PLACEMENT OR DISPOSAL ARE MADE WITH THE APPROPRIATE PROPERTY OWNERS.
SEDIMENTATION CONTROLS AND MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO ASSURE
DETAILS
CONTINUED EFFECTIVE OPERATION OF EACH DEVICE.
13.
ALL TREE PROTECTION AND EROSION AND SEDIMENTATION CONTROLS SHALL BE IMPLEMENTED BEFORE CONSTRUCTION COMMENCES AND
SHALL NOT BE REMOVED UNTIL RE -VEGETATION HAS BEEN ESTABLISHED.
11. THERE ARE AREAS WITHIN THE PROJECT WHERE THERE ARE LARGE DRAINAGE AREAS FLOWING
34
04D-01
STANDARD CIVIL DETAILS
THROUGH THE LIMITS OF DISTURBANCE. FOLLOW "CONCENTRATED FLOW CROSSING
35
04D-02
STANDARD CIVIL DETAILS
14.
ANY AGREEMENT BETWEEN THE CONTRACTOR AND PROPERTY OWNERS SHALL BE MADE IN WRITING AND COPIED TO THE OWNER.
CONSTRUCTION SEQUENCE" IN THESE AREAS AS PROVIDED ON THIS SHEET.
36
04D-03
TRAFFIC CONTROL DETAILS
12. FOLLOW THE CHART ON THIS SHEET FOR ESTABLISHING CHANNEL MATTING.
37
04D-04
NCDEQ NOTES
15.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE ENGINEER WITH A SET OF SURVEY RECORD (AS -BUILT) DRAWINGS
38
04D-05
NCDEQ NOTES
PREPARED BY A NORTH CAROLINA REGISTERED LAND SURVEYOR CERTIFYING THE ACCURACY OF THE SURVEY HORIZONTAL AND VERTICAL
13. AFTER STABILIZATION IS ESTABLISHED, THE CONTRACTOR SHALL WORK WITH NCDEQ TO OBTAIN
39
04D-06
EROSION CONTROL DETAILS
LOCATIONS TO ONE TENTH (0.10) OF A FOOT. SURVEY SHALL BE TIED TO THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM (NAD83
APPROVAL FOR REMOVING EROSION CONTROL BMPs.
40
04D-07
EROSION CONTROL DETAILS
FEET) HORIZONTALLY, AND ELEVATIONS SHALL BE NORTH AMERICAN VERTICAL DATUM (NAVD88). SURVEY POINT INFORMATION SHALL BE
41
04D-08
EROSION CONTROL DETAILS
PROVIDED IN AN ELECTRONIC FORMAT (EITHER AN AUTOCAD [VERSION 2020 OR EARLIER] DWG FILE OR AN ASCII POINT TEXT FILE [X-Y
42
04D-09
EROSION CONTROL NOTES
COORDINATES]).
43
04D-10
EROSION CONTROL NOTES
THESE DRAWINGS SHALL AT A MINIMUM SHOW THE FINAL ELEVATIONS AND HORIZONTAL LOCATIONS FOR ALL MANHOLES, PIPING INVERTS
WITHIN MANHOLES, AND FITTING LOCATIONS.
CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A LETTER CERTIFYING TO THEIR COMPLIANCE WITH THE CONTRACT DRAWINGS.
EROSION CONTROL NOTES AND SEQUENCES
16.
SEE DETAIL SHEETS FOR STANDARD EROSION CONTROL NOTES.
17. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING.
18. NOT ALL TREES OR VEGETATION ARE SHOWN ON DRAWINGS. NO EXTRA PAYMENT WILL BE GIVEN FOR REMOVING TREES NOT SHOWN.
REMOVE ALL TREES WITHIN EASEMENT LIMITS. VEGETATION OUTSIDE EASEMENT LIMITS IS NOT TO BE DISTURBED.
19. ANY DRIVEWAY PIPES DISTURBED DURING CONSTRUCTION SHALL BE REPLACED WITH MIN. 15" CLASS IV RCP.
20. MANHOLES WITHIN 50' OF WETLAND AREAS SHALL ADHERE TO THE FOLLOWING RULES, PER NCDEQ ALTERNATIVE DESIGN CRITERIA FOR
MINIMUM SEPARATION FOR SEWER SYSTEMS TO WETLANDS - PART D (AUGUST 2008):
- MANHOLES SHALL BE PROVIDED WITH A WATERTIGHT FRAME AND COVER WITH GASKET.
- ALL MANHOLE SEAMS SHALL BE EXTERNALLY TAPED/SEALED.
- MANHOLES SHALL BE PROVIDED WITH A FULL WATERPROOF INTERIOR COATING/LINING.
- WATERTIGHT PIPE CONNECTIONS SHALL BE PROVIDED CONSISTING OF A FLEXIBLE RUBBER BOOT OR COMPRESSION TYPE
CONNECTOR.
- ALL MANHOLES SHALL BE TESTED IN ACCORDANCE WITH ASTM C1244 "STANDARD TEST METHOD FOR CONCRETE SEWER
MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST PRIOR TO BACKFILL".
- "DOG HOUSE" TYPE MANHOLES SHALL NOT BE USED.
- ALL MANHOLES NOT INCLUDED AS PART OF A USACOE 404 PERMIT OR DIVISION 401 CERTIFICATION SHALL MAINTAIN A SEPARATION
OF NO LESS THAN 10 FEET FROM WETLANDS.
21. SEWER MAINS WITHIN 50' OF WETLAND AREAS SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS (15A NCAC 18C), PER 15A NCAC 2T .0305
(9)-
22. CONTRACTOR SHALL HAVE THE OPTION TO USE DIP OR PVC PIPE FOR INSTALLATION.
23. ALL ENCASED PIPE SHALL BE RESTRAINED JOINT UNLESS OTHERWISE NOTED ON DRAWINGS OR IN SPECIFICATIONS.
24. ALL AIR RELEASE VALVE MANHOLES SHALL BE LINED TO PROTECT FROM SEWER GASES WITH A MINIMUM EPDXY COATING OF 80-125 MILS.
25. ALL DUCTILE IRON FITTINGS AND APPURTENANCES TO HAVE PROTECTO 401 OR APPROVED EQUAL.
CONCENTRATED FLOW CROSSING CONSTRUCTION SEQUENCE:
1) INSTALL EROSION CONTROL MEASURES TO THE LEFT AND RIGHT OF DITCH CROSSING.
2) CONTRACTOR TO WATCH WEATHER FOR STRETCH OF A MINIMUM 4 DRY DAYS.
3) CONTRACTOR TO ENSURE THAT ALL EROSION AND SEDIMENT CONTROL MEASURES ARE
AVAILABLE AT THE SITE FOR INSTALLATION.
4) OPEN -CUT AND INSTALL CROSSING IN ONE DAY ENSURING THAT STABILIZATION IS IN PLACE
INCLUDING RIP -RAP APRON AT END OF DAY.
❑A (ac) Matting
0-1 Seed and Straw
1-3 S15OBN
3-7 C350
>7 P300 with reinforced 'vegetation
Assumptions: Slopes less than or equal to 3%
Swales seeded and mulched where no matting required
F)l
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700

d _ ( CONTRACT SHEET
3 of 43
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Ro PROP. PHASE III
16" WATERLINE AND
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FUTURE PHASE III
_ 16" WATERLINE
ILFORDCOU NT (NOT IN CONTRACT)
ANDOLPH COUNT
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04C-05
04C-06
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04C-10
04C-11
04C-12
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04C-17
04C-18 SANDY '000
Phase IV End Construction CREEK LIFT �`p�•••'ESS%'•�/
STATION ��%p•'y
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THINNN.
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HDR Engineering, Inc. REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS JOB NO. P-05808D CITY OF GREENSBOROof the Carolinas OOG-03
NCBELSLicense No. F-0116 ROADWAY DESIGNED 11 2022 BY MAS,DC WATER RESOURCES D E P A R TM E N
440 S. Church St., Suite 1200 SEWER 2022-006A CONST. SURVEY BY SANDY CREEK SEWER LIFT STATION SHEET N0.
Charlotte, NC 28202-2075
704.338.6700
REISSUED IN CO-1 WATER CHECKED BY DTB ORIENTATION PLAN OF
FOR CONSTRUCTION SIDEWALK SCALE: NOT TO SCALE 3 43

CONTRACT SHEET
5 of 432m
Ess�p��y':
037518
01 /24/2023 c
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HDR Engineering, Inc. REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS JOB NO. P-05808D CITY OF GREENSBORO olinas OOG-03
NCBELSof the 'License No. F-0116 ROADWAY DESIGNED 11 2022 BY MAS WATER RESOURCES D E P A R TM E N
Charlotte,
S.te,NC 8202-ite5 SEWER 2022-006A CONST. SURVEY BY SANDY CREEK SEWER LIFT STATION SHEET NO. Charlotte, NC 28202-2075
704.338.6700
REISSUED IN CO-1 WATER CHECKED BY ABBREVIATIONS AND GENERAL SYMBOLS 4 OF 43
FOR CONSTRUCTION SIDEWALK SCALE: NONE
MATERIALS IN PLAN/SECTION
GENERAL SYMBOLOGY
ABBREVIATIONS
A, AMP
AMPERE
FCA
FLANGED COUPLING ADAPTER
NF
NON —FUSED
ARROW INDICATES
TARGET ELEVATION
©
AT
FD
FLOOR DRAIN
NO
NORMALLY OPEN/NUMBER
ACOUSTICAL CEILING TILE (SECTION)
DIRECTION OF
AB
ANCHOR BOLT
FDN
FOUNDATION
NOM
NOMINAL
PLAN NORTH
ABC
AGGREGATE BASE COURSE
FFE
FINISHED FLOOR ELEVATION
NTS
NOT TO SCALE
AC
ALTERNATING CURRENT
FIN
FINISHED
NPT
NATIONAL PIPE THREAD
ASPHALT (PLAN OR SMALL—SCALE SECTION)
ACI
AMERICAN CONCRETE INSTITUTE
FL, FLR
FLOOR
NS
NEAR SIDE
PLAN
ARCHITECTURAL
ACSR
ALUMINUM CABLE STEEL REINFORCED
FLA
FULL LOAD AMPS
CIA
OVERALL
ASPHALT (LARGE—SCALE SECTION)
1/4" 1'-0"
AD
ADD
ACCESS DOOR
ADDENDUM
FLG
FLOUR
FLANGE
FLUORESCENT
OC,O/C
OD
ON CENTER
OUTSIDE DIAMETER
=
ROOM
OIT
OPERATOR INTERFACE TERMINAL
NAME
ADDL
ADDITIONAL
F/0
FIBER OPTIC
PLAN TITLE
ADJ
ADJACENT
FO
FINISHED OPENING/FAIL OPEN
OPH
OPPOSITE HAND
BATT INSULATION (SECTION)
XX—XX ROOM NUMBER
�
AF
AMP FRAME
FOB
FLAT ON BOTTOM
OPNG
OPENING
AFF
ABOVE FINISHED FLOOR
FOT
FLAT ON TOP
OPP
OPPOSITE
SECTION LETTER
XXX DOOR NUMBER
AFG
AGGR
ABOVE FINISHED GRADE
AGGREGATE
FPT
FRP
FLOOR PLATE
FIBER REINFORCED PLASTIC
ORP
P
OXIDATION REDUCTION POTENTIAL
PIPE
BRICK MASONRY (PLAN AND/OR SECTION)
X
AHU
AIR HANDLING UNIT
PB
PULL BOX
FS
FAR SIDE
FLAG INDICATES DIRECTION
AIC
AMPS INTERRUPTION CAPACITY
FT
FOOT OR FEET
PCCP
PRESTRESSED CONCRETE CYLINDER PIPE
OF SECTION CUT
A COLUMN GRID LINE
(SYMMETRICAL)
FTG
FOOTING
PCF
POUNDS PER CUBIC FOOT
CHECKERED PLATE (PLAN)
X
AL, ALUM
ALUMINUM
FLIT
FUTURE
PE
PLAIN END
XXX
ALTN
ALTERNATE
FWD
FORWARD
PF
POWER FACTOR
o a a
SHEET WHERE SECTION
� WALL TYPE
AMB
AMBIENT
GA
GAGE
PH
PHASE
a
CONCRETE (PLAN AND/OR SECTION)
IS LOCATED
ANDZ
ANODIZED
GAL
GALLONS
PL
PLATE
CONCRETE MASONRY AND/OR
SECTION CUT MARKER
O WINDOW TYPE
APPR
AT
APPROXIMATE
AMP TRIP
GALV
GEN
GALVANIZED
GENERATOR
PLC
PNL
PROGRAMMABLE LOGIC CONTROLLER
PANEL
(PLAN
SECTION)
ATM
ATMOSPHERE
GFCI
GROUND FAULT CIRCUIT INTERRUPT
PNT
PAINT
AUTO
AUTOMATIC
GPM
GALLONS PER MINUTE
PP
POWER POLE
SECTION LETTER
�X LOUVER
AUX
AUXILLIARY
GND
GROUND
PROJ
PROJECTION
DEMOLITION (PLAN AND/OR SECTION)
SECTION
AVG
AVERAGE
GV
GATE VALVE
PROP
PROPOSED
X
AWG
AMERICAN WIRE GAGE
HC
HOLLOW CORE
PSC
PRESTRESSED CONCRETE
EARTH SECTION
(SECTION)
3/8" — 1'-0" XXX
OX ACCESSORY, FURNITURE,
BET
BF
BETWEEN
HDW
HARDWARE
PSF
PSI
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
SHEET WHERE
BLIND FLANGE, BOTH FACES,
HEX
HEXAGONAL
SECTION VIEW IS
AND MISCELLANEOUS
BOTTOM FACE
HH
HANDHOLE
PSIG
POUNDS PER SQUARE INCH GAUGE
FIRST CUT *
EQUIPMENT IDENTIFIER
BLDG
BUILDING
HID
HIGH INTENSITY DISCHARGE
PT
POINT, POINT OF TANGENCY
FILTER POINT MAT (PLAN)
BLK
BLOCK
HK
HOOK
PUE
PUBLIC UTILITY EASEMENT
SECTION TITLE
BLKG
BLOCKING
HM
HOLLOW METAL
PVC
POLYVINYL CHLORIDE
KEY NOTE DESIGNATION
BM
BENCH MARK
HOA
HAND —OFF —AUTOMATIC
PVMT
PAVEMENT
FINISHED WOOD (SECTION)
BOP
BOTTOM OF PIPE
HOAR
HAND —OFF —AUTOMATIC —REMOTE
PWR
POWER
BOT OR B/
BOTTOM
HORIZ
HORIZONTAL
P/LF
POUNDS PER LINEAL FOOT
GLULAM LUMBER (SECTION)
DETAIL NUMBER
#
KEY NOTE NUMBER
(#—f
BP
BRG
BASE PLATE
BEARING
HP
HPS
HORSEPOWER, HIGH POINT, HEAT PUMP
HIGH PRESSURE SODIUM
RAID
RED
RADIUS
REDUCER
BRGPL
BEARING PLATE
HPT
HIGH POINT
REF
REFERENCE
o
�0����0�
XXX
SHEET WHERE DETAIL
IS LOCATED
BS
BTU
BOTH SIDES
BRITISH THERMAL UNIT
HSB
HT
HIGH STRENGTH BOLT
HEIGHT
REINF
READ
REINFORCED,REINFORCING
REQUIRED
GRANULAR FILL (SECTION)
BV
BALL VALVE
HV
HIGH VOLTAGE
REV
REVISED, REVISION
DETAIL MARKER
C
CONDUIT
HVAC
HEATING, VENTILATING AND AIR CONDITIONING
RGS
RIGID GALVANIZED STEEL CONDUIT
GENERAL LINE SYMBOLOGY
GRATING (SECTION)
FOR REFERENCING DETAILS INCLUDED IN DRAWING SET.
BTOI
AWATER E
C/C
CENTER CENTER
HWR
HEATED RETURN
RJ
RESTRAINED JOINT
CFM
CUBIC FEET PER MINUTE
HWS
HEATED WATER SUPPLY
RL
ROOF LOAD
GRATING (PLAN)
XXXXXXXXX
CHWR
CHILLED WATER RETURN
HZ
HERTZ
RLA
RUNNING LOAD AMPS
CHWS
CHILLED WATER SUPPLY
ID
INSIDE DIAMETER
RM
ROOM
DETAIL MARKER
4—HOUR FIRE RATED WALL
CIR
CIRCUMFERENCE
IE
INVERT ELEVATION
RO
ROUGH OPENING
.
GROUT (SECTION)
CJ
CONSTRUCTION JOINT
IG
ISOLATED GROUND
ROW
RIGHT OF WAY
°
FOR REFERENCING DETAILS BOUND IN
CKT
CIRCUIT
IN
INCHES
RTU
REMOTE TERMINAL UNIT
SPECIFICATIONS OR SEPARATE VOLUME.
3—HOUR FIRE RATED WALL
CLG
CEILING
INC
INCLUDING
RVAT
REDUCE VOLTAGE AUTO TRANSFORMER
GYPSUM BOARD (SECTION)
CLKG
CAULKING
INFO
INFORMATION
RVSS
REDUCED VOLTAGE SOLID STATE
CLR
CLEAR
INSTL
INSTALL, INSTALLATION
R/W
RIGHT OF WAY
METAL (SECTION)
DETAIL NUMBER
DETAIL
2—HOUR FIRE RATED WALL
CO
COM
CLEANOUT
COMMON
INSUL
INTR
INSULATION
INTERIOR OR INTERMEDIATE
RPZ
S
BACKFLOW PREVENTOR
SOUTH
#
1—HOUR FIRE RATED WALL
COMB
COMBINATION
ISB
INTRINSIC SAFETY BARRIER
SCH
SCHEDULE
3" = 1'-0" XXX
CONC
CONCRETE
ISDPS
INFLUENT STRUCTURE DRAIN PUMPING STATION
SECT
SECTION
ORIENTED STRAND BOARD (SECTION)
SHEET WHERE DETAIL
CONN
CONNECTION
JB
JUNCTION BOX
SHT
SHEET
WAS CALLED OUT *
COLUMN GRID LINE/CENTERLINE
CONT
CONTINUOUS
J, JCT
JUNCTION
SIG
SIGNAL
CONTR
CONTRACTOR
JF
JOINT FILLER
SIM
SIMILAR
PARTICLE BOARD (SECTION)
CPLG
COUPLING
JT
JOINT
SPD
SURGE PROTECTION DEVICE
DETAIL TITLE
IDENTIFICATION SYMBOLOGY
S
KIP
SPEC
SPEC
SQ
SPECIFICATION
SQUARE
PLYWOOD (LARGE—SCALE SECTION)
ELEVATION NUMBER
CT
CTD
CURRENTTRANSFORMERKCMIL
CENTER, CENTERED
kV
CIRCULAR MILLS
KILOVOLTS
ST
STEEL
PIPING
CTL
CONTROL JOINT
kVA
KILOVOLT AMPERES
STD
STANDARD
ARROW INDICATES
X POINT OF VIEW
CTR
CENTER
kW
KILOWATT
STL
STEEL
PLYWOOD (SMALL—SCALE SECTION)
XX
FIGURE 36—PLE EXAMPLE
CTRL
CUFT
CONTROL
CUBIC FOOT
LA
LIGHTING ARRESTOR
STRL
SUSP
STRUCTURAL
SUSPEND
SHEET WHERE ELEVATION
LBS
POUNDS
a
PRECAST CONCRETE (PLAN AND/OR
IS LOCATED *
�
CUYD
DC
CUBIC YARD
DIRECT CURRENT
LC
LF
LOCKED CLOSED
LINEAR FEET
SW
SYM
STILLING WELL
SYMMETRICAL
SECTION)
SINGLE ELEVATION OR PHOTO MARKER
LINE SIZE 36"
DCJ
DOWELED CONTROL JOINT
LG
LONG
SYS
SYSTEM
SERVICE PLANT EFFLUENT
DE
DRAINAGE EASEMENT
LH
LEFT HAND
TC
TCE
TOP OF CURB
TEMPORARY CONSTRUCTION EASEMENT
RIGID INSULATION (SECTION)
DEM
DEMOLITION
LL
LIVE LOAD
ELEVATION NUMBER
DET
DETAIL
LO
LOCKED OPEN
TBcB
TOP AND BOTTOM
DI
DUCTILE IRON
LOC'N
LOCATION
TEMP
TEMPERATURE
�oO
RIPRAP (PLAN AND/OR SECTION)
ARROW INDICATES POINT OF
VIEW ELEVATION
EQUIPMENT IDENTIFICATION
DIA
DIAG
DIAMETER
DIAGONAL
LOD
LP
LIMITS OF DISTURBANCE
LOW POINT, LIGHTING PANEL
TERM
THK/TH
TERMINAL
THICK
D B
<:>
DIM
DIMENSION
LR
LONG RADIUS
TO OR T/
TOP OF
INDICATES SHEET WHERE
ALTERNATIVE 1
DIP
DUCTILE IRON PIPE
LTG
LIGHTING
TOC OR T/GONG
TOP OF CONCRETE
SAND (SECTION)
ELEVATION IS LOCATED
NPWP2023
DISC
DISCONNECT
LTS
LIGHTS
TOG
TOP OF GRATING
FIGURE EXAMPLE
DpNUE
MAINTENANCE UTILITY EASEMENT
LV
LOW VOLTAGE
TOS OR T/STL
TOP OF STEEL
C
MULTIPLE ELEVATION OR PHOTO MARKER
DO
DOWN
DISSOLVED OXYGEN
LWL
LOW WATER LEVEL
TOW OR T/WALL
TP
TOP OF WALL
TURNING POINT
SOD (SECTION)
SERVICE INDICATES
DWG
DRAWING
MAN
MANUAL
TRD
TREAD
ABBREVIATION NON —POTABLE WATER
DWL
DOWEL
MATL
MATERIAL
TS
TEMPERATURE SWITCH
WEEP JOINT MORTAR
ELEVATION
EQUIPMENT
E
EAST
MAX
MAXIMUM
TSP
TWISTED SHIELDED PAIR
PROTECTION SYSTEM (SECTION)
IDENTIFICATION
INDICATES PUMP
EA
EACH
MB
MACHINE BOLT
'
TYP
TYPICAL
NUMBER
ABBREVIATION
MBH
THOUSAND BTU S PER HOUR
ELEVATION
BUILDING OR
EF
EACH FACE, EXHAUST FAN
MBR
MEMBER
UE
UNDERGROUND ELECTRICAL
®
WOOD — CONTINUOUS (SECTION)
X
STRUCTURE BUILDING 20
EJ
EXPANSION JOINT
MCA
MAXIMUM CONTINUOUS AMPS
UG
UNDERGROUND
3 = 1 —0 XXX
NUMBER
EJF
EXPANSION JOINT FILLER
MCC
MOTOR CONTROL CENTER
UON,UNO
UNLESS OTHERWISE NOTED
WOOD BLOCKING (SECTION)
SHEET WHERE POINT
EL, ELEV
ELEVATION
MCCB
MOLDED CASE CIRCUIT BREAKER
V
VOLT
OF VIEW MARKER CAN
EQUIPMENT
PUMP 23
ELEC
ELECTRICAL
MCOP
MAXIMUM OVER CURRENT PROTECTION
VA
VOLT AMPERE
BE FOUND *
NUMBER
ELL
EMBED
ELBOW
EMBEDMENT
MECH
MECHANICAL
VB
VAPOR BARRIER
GENERAL
NOTES:
ALTERNATIVE 2
ENCL
ENCLOSURE
MET
METAL
VBX
VERT
VALVE BOX
VERTICAL
ELEVATION TITLE
EOP
EDGE OF PAVEMENT
MFR
MANUFACTURER
VFD
VARIABLE FREQUENCY DRIVE
1. THIS IS A
STANDARD SHEET SHOWING COMMON
* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A
NPWP-23
FIGURE EXAMPLE
EPS
EFFLUENT PUMPING STATION
MH
MIN
MANHOLE, METAL HALIDE
MINIMUM
W
WATTS/WEST/WIRE
SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY
DASH (—).
T
EQ
EQUAL
MISC
MISCELLANEOUS
WL
WATER LEVEL
USED ON THIS PROJECT.
1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS
SERVICE INDICATES
EQUIP
ETM
EQUIPMENT
ELAPSE TIME METER
MJ
MECHANICAL JOINT
WM
WIRE MESH
THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS.
ABBREVIATION NON —POTABLE WATER
EW
EACH WAY
MO
MASONRY OPENING
WP
WEATHERPROOF
2. SCREENING
OR SHADING OF WORK IS USED TO
2 SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON
EQUIPMENT
EX
EXISTING
MTD
MOUNTED
W /
WITH
INDICATE EXISTING
COMPONENTS OR TO
INDICATES PUMP
MTG
MOUNTING
W/0
WITHOUT
DE—EMPHASIZE PROPOSED IMPROVEMENTS TO
THE SAME SHEET THEY ARE CUT OR CALLED OUT ON.
ABBREVIATION
EXIST
EXISTING
N
NORTH, NEUTRAL
YD
YARD
HIGHLIGHT
SELECTED TRADE WORK. REFER TO
EQUIPMENT
EXP
EXPANSION
NC
NORMALLY CLOSED
YH
YARD HYDRANT
CONTEXT OF EACH SHEET FOR USAGE.
NUMBER PUMP 23
EXPO
EXPOSED
ND
NORMALLY DE —ENERGIZED
Z/C TS
Z CONDUCTOR TWISTED SHIELDED CABLE
EXT
°F
EXTERIOR
NEC
NORMALLY ENERGIZED
2/C TS
2 CONDUCTOR TWISTED SHIELDED CABLE
FAHRENHEIT
NE
NATIONAL ELECTRIC CODE
3/C TS
3 CONDUCTOR TWISTED SHIELDED CABLE
FA
FC
FOUL AIR
FAIL CLOSED
NEUT
NEUTRAL
DIMENSION TO
BE VERIFIED WITH OR AS REQUIRED
* FOR PURCHASED ITEM

0048E (6-1358J)(P-05805A-06)
/ I TOYOTA BATTERY
MANUFACTURING, INC.
/ 6142 JULIAN AIRPORT RD
f RC REID 92504 /
8 2810 PC, 1683, (1) PARCEL 71 REFER TO SHEET 04E-01
G EASEMENT DB 2805 PG 841 FOR EROSION CONTROL
/ I
i
INSTALLED AS i/ 0075E(P-05805(_-06)
APART OF / TOYOTA BATTERY
PHASE III NIC / MANUFACTURING, INC.
( ) 4621 IRON HORSE TR
°yam j°eoj / / \cb
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° ' \\ o° ° , DB 2810 PG 1683, (1) PARCEL 70
/ \'yam e� 4° /� / \ j �x STA 256+55
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REMOVE EXISTING 24 RJ
/
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APPROXIMATE LOCATION
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FORCE MAIN 05
SEPTIC DRAIN FIELD / // INSTALL 8' OFF
(n EDGE OF PAVEMENT
0074W (P 05805C O6)
ROGER DALE
6135 JULIAN AIRPORT
RD
RC REID 74064
D8 1116, PG. 25
/ MBH
790 U)
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Lo Q
+0
LO IUD_J
780 Q Q
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770
PROFILE OVER
24" C-900 DR-18 FORCE MAIN
EXISTING GRADE I
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1 _ — — — - —------- — --
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_____________ ___--
---
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740
PPROXIMATE LOCATION
OF GATE VALVE INSTALLED
CON TRUCTED IN PHASE III iNOT IN CON RACTI DURING PHASE III.
730
720
710
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
N U)Z �
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Q �
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INSTALL 24" FORCE MAIN AT A DEPTH Z_ w r—
REQUIRED TO PROVIDE A MINIMUM C° J 0 6
5 Q U) 1. 0
COVER OF 4' BELOW EXISTING GRADE O > N ti
Q Cn x
ALL PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1 % OR GREATER
ALL PIPE SHALL BE INSTALLED ON
POSITIVE SLOPE OF 0.1 % OR GREATER I
252+00 253+00 254+00 255+00
REVISIONS
REVISED PER NCDEQ COMMENTS
100% SUBMITTAL
256+00
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
CONTRACT
2022-013C
" C-900 DR18 PIPE
0076E (P-05805C-06)
TOYOTA BATTERY
MANUFACTURING, INC..
4622 IRON HORSE TR
RC REID 92504
DB 2810 P61683, (1) PARCEL 53
IRON HORSE
TRAIL (GRAVEL)
257+00 258+00 259+00
NTRACTOR AS —BUILT 1AUTH. DATE I WATER AND SEWER PERMITS
�O
u7
u7
cV 790
H
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780
770
760
750
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER OF
2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN
ALIGNMENTS.
KEY NOTES:
OEDGE OF PAVEMENT IS LIMITS OF DISTURBANCE.
ORIGHT-OF-WAY LINE IS LIMITS OF DISTURBANCE.
OPUE LINE IS LIMITS OF DISTURBANCE.
4O LOCATION AND DEPTH UNVERIFIED. FIELD LOCATE
PRIOR TO TRENCHING ACTIVITIES.
CONTRACT SHEET
5 OF 43
SENSITIVE INFORMATIO
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
MNIbrtifIoli
nas
,
www.nc811.org
Clay
COG Water eso s e 73-2033
GDOT Trao
Si a
73-2606
COG/Gui1f
rd Co. Telecom
_ 73-2084
COG Wat
upPIY _ — — — —
—
Tanks Te
tment Plants
/73-5855
GDOT St rni
ter _ — — —
13�73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
40 0 40
HORIZONTAL SCALE IN FEET
10 0 10
VERTICAL SCALE IN FEET
740
I
730
720 CARS
�•��N
,�
LU 710
Z
U
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a
JOB NO. P-05805C
DESIGNED 11/2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
037518
01 /24/2023
K-
CITY OF GREENSBORO
WATER RESOURCES DEPARTMEN
GRMS Phase IV Sewer Force Main Extension
OLD 421 ROAD AT JULIAN AIRPORT ROAD
PLAN AND PROFILE
STA 251 +50 TO STA 259+50
20
04C— 01
SHEET NO.
5 OF 413

i
I
I REFER TO SHEET 04E-01
Z I
i FOR EROSION CONTROL 0078E (P-05805C-O6)
0076E (P-05805C-06) 0077E (P-05805C-06) TOYOTA BATTERY MANUFACTURING, INC.
TOYOTA BATTERY TOYOTA BATTERY I 5950 JULIAN AIRPORT RD
IMANUFACTURING, INC.. MANUFACTURING, INC. RC REID 74052 5990 JULIAN AIRPORT RD
4622 IRON HORSE TR RC REID 74084 I DB 2810, PG 1683; (5) PARCEL 75
RC REID 92504 DB 2810, PG 1683 DB 1011, PG 138, NCDOT R/W
D8 2810 PG 1683, (1) PARCEL 53 PB 121, PG 27, LOT 1 (5) PARCEL 15 I D8 2648, PG 325, COG UTILITY EASEMENT
I DB 1011, PG 128, NCDOT RIGHT OF WAY I DB 1011, PG 138, NCDOT RIGHT OF WAY
i
I I
ITRANSITION FROM TOFF EOP TO 11' OFF EOP
PROP. 24" C-900 DR-18 FORCE MAIN I
II I INSTALL T OFF I I I
N h I EDGE OF PAVEMENT I >
0
I 24" FORCE MAIN w
co/ \ TREES I I ,� INSTALL 6' OFF >
/ 1 I I I ° TREES II Q II I TREE EDGE OF PAVEMENT °\ °T CD
CD
�e
INV. 38.72'
> I ° TREES
15" RCP �
i
I0079E (P-05805C-06)
TOYOTA BATTERY MANUFACTURING, INC.
5938 JULIAN AIRPORT RD
I RC REID 92593
DB 2810, PG 1683, (5) PARCEL 16
DB 1782, PG 2430 (VERIZON WIRELESS TOWER
AGREEMENT)
I D8 1011, PG 146 NCDOT RIGHT OF WAY
D81515, PG 25, DUKE POWER COMPANY EASEMENT
D81736, PG 2416, DUKE POWER COMPANY EASEMENT
I
TRANSITION FROM 11' OFF EOP TO 6' OFF EOP i
OPEN CUT AND
REPAIR GRAVEL
DRIVE (15.10 TON)
INV. 736.16'
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s N I I ) PP i II �PP J I\ I II I PIPE, 0.531" w x a z I Q
I I I I I I w I, I I WAL ICKNESS
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ra
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760
750
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710
700 LU
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30+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
GRAVEL
W
0-
0- +
o
(0
N
oa
z�
W Cn
12"
261+00
z
262+00
PROFILE OVER I
24" C-900 DR-18 FORCE MAIN
EXISTING GRADE I
GRAVEL
GRADE AT SITE CONSTRUCTION
ACCESS ROAD BASED ON DESIGN
INFORMATION (NIC)
15 RC
24" C-900 DR18PIPE
INSTALL 24" FORCE MAIN AT A DEPTH
REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
ALL PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1 % OR GREATER
I 1 1
263+00 264+00 265+00
REVISIONS TYPE
ROADWAY
SEWER
WATER
100% SUBMITTAL SIDEWALK
O
GRAVEL
DRIVE
r 12"
PROP. 90 LFT
36" STEEL CASING
PIPE, 0.531" WALL
THICKNES
O
W
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M
+
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GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER OF
2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN
ALIGNMENTS.
KEY NOTES:
0 EDGE OF PAVEMENT IS LIMITS OF DISTURBANCE.
O2 RIGHT-OF-WAY LINE IS LIMITS OF DISTURBANCE.
OPUE LINE IS LIMITS OF DISTURBANCE.
4O LOCATION AND DEPTH UNVERIFIED. FIELD LOCATE
PRIOR TO TRENCHING ACTIVITIES.
O5 DO NOT DISTURB FENCE.
OINSTALL STEEL CASING PIPE USING TRENCHLESS
CONSTRUCTION METHODS IN ACCORDANCE WITH
CONTRACT SPECIFICATIONS. ALL PIPE WITHIN THE
CASING PIPE SHALL BE RESTRAINED JOINT PIPE.
0ABANDONED WELL.
OMEGASITE SUPPLY AND CONSTRUCTION ACCESS
ROAD TO TRAILER CITY. MAINTAIN ACCESS AT ALL
TIMES.
OLIMITS OF DISTURBANCE.
CONTRACT SHEET
6 of 43
SENSITIVE INFORMATIO
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
North
8�
Carolinas
,
�
www.nc811.org
CHy
COG Water eso s e
73-2033
GDOT Traffi
Si a — — —
73-2606
COG/Guilf
rd Co. Telecom
_
73-2084
COG Wat
upply - — — — —
—
Tanks
,Te
tment Plants
/73-5855
GDOT St
rrri
ter _ — — —
13�73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
40 0 40 80
iiia
LO HORIZONTAL SCALE IN FEET
+ 10 0 10 20
O�
CV 780 VERTICAL SCALE IN FEET
�U)
770
760
GRAVEL
DRIVE
750
15' RCP 18" HDPE
740
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730
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720
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W 700 01 /24/2023 ,
c
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266+00 267+00 268+00 269+00
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
WATER AND SEWER PERMITS
JOB NO. P-05805C
CITY OF GREENSBORO
WATER RESOURCES DEPARTMEN
04C-02
DESIGNED 11 2022 BY MAS
2022-013C
CONST. SURVEY BY
GRMS Phase IV Sewer Force Main Extension
JULIAN AIRPORT ROAD AT CALHOUN DRIVE
PLAN AND PROFILE
STA 259+50 TO STA 269+50
SHEET NO.
CHECKED BY
6 OF 43
SCALE: AS NOTED

I I
I I /
REFER TO SHEET 04E-02
Z I FOR EROSION CONTROL
I I
I I
I I /
0080E (P-05805C-06) I 0081E (P-05805C-06)
0079E (P-05805C-06) I TOYOTA BATTERY MANUFACTURING, INC. I ! TOYOTA BATTERY
TOYOTA BATTERY MANUFACTURING, INC. 5742 JULIAN AIRPORT RD MANUFACTURING, INC.
5938 JULIAN AIRPORT RD RC REID 74080 I / 5772 JULIAN AIRPORT RD
RC REID 92593 I DB 2810, PG 1683; (5) PARCEL 76 I RC REID 74040
DB 2810, P61683, (5) PARCEL 16 I DB 1011, P6147, NCDOT RIGHT OF WAY I DB 2810, 1683; (5) PARCEL 78
DB 1782, PC, 2430 (VERIZON WIRELESS TOWER AGREEMENT) I DB 2648, P6 325, CO& UTILITY EASEMENT I / P8 54, P6 40, LOT 1
DB 1011, P6146 NCDOT RIGHT OF WAY
DB 1515, P6 25, DUKE POWER COMPANY EASEMENT
DB 1736, P6 2416, DUKE POWER COMPANY EASEMENT
I I
- I I PROP. 24" C 900 DR-18 FORCE MAIN
/ 194STALL 6' OFF / !�
EDGE OF PAVEMENT // I //
O M / / / / n BRUSH
TRANSITION FROM 6' OFF EOP LO
oO I
N , TREES
Q TO 11' OFF EOP / i /"
C �� Co w r� LLJ
PRO . 69 LF OF \ J /� / i TREES
�I I I / ^ / ^ 3 TEEL C SING PIPE, 0.531" /�t , � - TRANSITIO FROM 11' O F/POP / I� I
FIBER—OPTIC CABLE / / 2 // / / / / I W L �i HICKVESS ` _ I / TO 2 OFF EOP
HANDHOLE / / / / / / I INV. 716.19, I d I
GATE I \� 3 ,�
_�.-�.—%—.—.�. .—. .�. .f—•--<% .-/-. /�/—X-y-X—X-X_—�—%-7/ INV. 15.33' - _ - - IIII )\ _
.—x—x x—x / _ i J I/ P�g 1 - - / / 2 2 I -
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�-- FOC— FOC F / FOC— FOC FOC FO II-
- --- -- ----y-------------- -- — �; ------ ------------ --- — Imo_ — __f T _ � 15" RCP i
JULIAN AIRPORT PAI�J30 ILL__ _ _ _ _24" RCP_ _ _ _ _ _ Inv. In 714.78
j
I I ORT RD SR 2502 / '&Xt-1807585.253 8 8 — — — Inv. In 710.69 I_ — �� 1 Inv. Out 714.44
/ / EX. CONIC APRON 1 Inv. Out 710.47 �� EX. PROPERTY LINE----- __-- __----\__—
/ / _-1 JY=782357.449 �__-----_ ___ __ __
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OH/POH/P
OH/P � P 1 OH/P
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OH/P PP I I
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= I I I
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730
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680
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270+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY SPATIAL
DATA CONSULTANTS, INC. AND BRADY SURVEYING
COMPANY, P.A. DURING THE WINTER OF 2015.
2. DEFLECT PIPES AS NECESSARY PER MANUFACTURER'S
RECOMMENDATIONS TO MAINTAIN ALIGNMENTS.
v EDGE OF PAVEMENT IS LIMITS OF DISTURBANCE.
ORIGHT-OF-WAY LINE IS LIMITS OF DISTURBANCE.
OPUE LINE IS LIMITS OF DISTURBANCE.
ONCDOT RIGHT-OF-WAY LIMIT.
OEXISTING 20' WIDE PUE PER G-1271C.
O20' PUE.
0MEGASITE SUPPLY AND CONSTRUCTION
ACCESS ROAD TO TRAILER CITY. MAINTAIN
ACCESS AT ALL TIMES.
OLIMITS OF DISTURBANCE.
�y� vn/y off/P�Of
ryo
PROP. 24" 22.5° RJ FITTING
STA 279+02
N 78166
E 18075 7
/
CD
O-)
ti
CV 750
Q
H
07
I
740
GRADE AT SITE CONSTRUCTION
ACCESS ROAD BASED ON DESIGN
GRAVEL INFORMATION (NIC)
DRIVE
730
24" RCP RAVEL
PROFILE OVER FUT RE ROADWAY
24" C-900 DR-18 FORCE MAIN IMPROVEMENTS
EXISTING GRADE PR P. FINAL
24" RCR
GRP DE (NIC)
- 720
_ f I
N - I 710
z
24" C-900 DR18 PIPE-J
700
z
LEI
690
INSTALL 24" FORCE MAIN AT A DEPTH a- 00 N
REQUIRED TO PROVIDE A MINIMUM o 0� o
COVER OF 4' BELOW EXISTING GRADE z °�° N N
N
N
°° U) N U) 680
z 670
ALL PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1 % OR GREATER ALL PIPE SHALL BE INSTALLED ON A POSITIVE SLOPE OF 0.1 % OR GREATER =
U
I
271+00 272+00 273+00 274+00 275+00 276+00 277+00 278+00 279+00
REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS JOB NO. P-05805C
ROADWAY DESIGNED 11 2022 BY MAS
SEWER 2022-013C CONST. SURVEY BY
REVISED PER NCDEQ COMMENTS WATER CHECKED BY
100% SUBMITTAL SIDEWALK SCALE: AS NOTED
CONTRACT SHEET
7 of 43
SENSITIVE INFORMATIO
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
North
8�
Carolina
,
www.nc811.org
City of Gree oro
a
rounc
1
Locate(So
e quests
COG Waters e
73-2033
GDOT Traffi
_ — _
73-2606
COG/Guilf.
Telecom
—
73-2084
COG Water
- — _ — _
— ,73-5855
Tanks/TrPlantsGDOT
Storm _ — — —
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
�._SEAC
�= 037518
'; 01 /24/2023 ,
ell
K—
CITY OF GREENSBORO 04C-03
WATER RESOURCES DEPARTMEN
GRMS Phase IV Sewer Force Main Extension SHEET NO.
JULIAN AIRPORT ROAD AT WOODVERY DRIVE
PLAN AND PROFILE 7 OF 43
STA 269+50 TO STA 279+50

4i/
CONC // l 0082E(P-05805C-06)
/ 0082E (P-05805C-06) T l TOYOTA BATTERY
/ TOYOTA BATTERY \, l / MANUFACTURING, INC.
MANUFACTURING, INC. / / 5742 JULIAN AIRPORT RD
/ RC REID 74041 \ / RC REID 74080
DB 2810, PG 1683; (5) PARCEL 77 DB 2810, PG 1683; (5) PARCEL 76
PROP. 24" 22.5° RJ FITTING
STA 279+99 y /
N 781576 /
E 1807610
PROP. 24" GATE VALVE
STA 280+08 / \
N 781566 O
E 1807611
�'706U-1
i
`707 , —
I I \
\>/ \\\
\ \ I\
I
I
�\` I 3
GENERAL NOTES:
CONTRACT SHEET
REFER TO SHEET 04E-02
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
8 OF 43
FOR EROSION CONTROL
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER OF
2015.
2. DEFLECT PIPES AS NECESSARY PER
SENSITIVE INFORMATION
MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN
Not t0 be copied Or
ALIGNMENTS.
distributed without the
0084E (P-05805C-06)
TOYOTA BATTERY
KEYNOTES:
express written
MANUFACTURING, INC.
RC REID74075
�
permission of the City
DB 2810, PG 1683, (2)PARCEL 55A
LIMITS OF DISTURBANCE.
0
of Greensboro.
PROP. FORCE MAIN / OPEN CUT
- — — _ 4" COMBINATION AIR VALVE _ �� AND REPAIR
W/ 6' MH // �� GRAVEL DRIVE PROP. 24" C-900 DR-18 FORCE MAIN
STA 280+21 (6.35 TONS) INSTALL 9' OFF
1
3 781554 / _� EDGE OF PAVEMENT \ �I
1807611 GO �
vroAo
a ° 3 / — \ \00 \ 1
r\� Fjy 00
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RE JULIAN IRPORT RD SR 2502
aleVP
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P 715 / l a
l 0083E (P-05805C-06)
TOYOTA BATTERY
T°MANUFACTURING, INC.
°/P� ll
°"/" \ 700JULIANAIRPORTRD
O"/P FOC I I
r -
RC REID 74033 I
l\e l l \ \
°"/a '° \ l 2 / / �S" y / �<vl 08 2810, 1683; (5) PARCEL 59
D / �n Rcp �l I I
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720
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PROFILE OV R
900 D -18 24" C-FORCE MAIN
EXISTING G AIDE
—�— J----L4---I----L---1
z
-v
W
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+ CL
N
00
N N
N
Q 0 Q
NJ
Cn W Cn
ALL PIPE SHALL BE INSTALLED ON A POSITIVE SLOPE OF 0.1 % OR GREATER
280+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
z
INSTALL 24" FORCE MAIN AT A DEPTH
REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW PROP FINISH GRADE
ALL PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE' OF 0.1 % OR GREATER
281+00 282+00 283+00 284+00 285+00
REVISIONS TYPE
ROADWAY
1 2 3 4 SEWER
REVISED PER NCDEQ COMMENTS WATER
100% SUBMITTAL SIDEWALK
\ I
\ I
VOp
oz�
ti a
00 \ \ /' CDC
LQ
OC
e/
=r
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i
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68,0lj��/ 0085E (P-05805C-06� oz�
GELLMAN, IA N SC TT
(GELLMAN, BREYANN ICOLE)
5616 JULIAN AIR OR T RD Q
RC REID 89,414
% DB 2699, P 1474
P8162, PG 5, LOT 1
DB 1160, PG 1110. ACCESS EASEMENT
DB 2598, PG 2�7DUKE ENERGY or
OPTION MEMORANDUM
286+00 287+00 288+00
CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
2022-013C
4:I'IIllft
2O RIGHT-OF-WAY LINE IS LIMITS OF DISTURBANCE.
OPUE LINE (REFERENCE NCDOT PROJECT
REFERENCE HE0004, PROJECT NO. 499797.1.1)
IS LIMITS OF DISTURBANCE.
4O NCDOT REVISED RIGHT-OF-WAY LIMIT. NCDOT
PROJECT REFERENCE HE0004, PROJECT NO.
499797.1.1.
OPROVIDE 2'x2' CONCRETE PAD AROUND VALVE.
OEXISTING 20' PUE. REFER TO G-1271C. EASEMENT
NOT NEEDED FOR CONSTRUCTION IN THIS AREA.
NO DISTURBANCE IS PERMITTED BEYOND DEFINED
LIMITS OF DISTURBANCE.
0 NCDOT EASEMENT, NCDOT PROJECT REFERENCE
HE0004, PROJECT NO. 499797.1.1.
OFUTURE NCDOT ROADWAY WORK. NOT IN
CONTRACT.
O
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740
730
720
710
700
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www.nc811.org�
,
City of
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round
Loc
els I o e
Jules"
COG Water
eso s e
73-2033
GDOT Traffi
Si a
73-2606
COG/Guilf
rd Co. Telecom _
73-2084
COG Wat
r upply - — — — — _
73-5855
Tanks
ire tment Plants
GDOT St
rni ter _ — ——73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
037518
.12/20/2023 c
%.y.FNG
T�`lElfV W `NPR'
JOB NO. P-05805C
CITY OF GR EEN SB OR O
WATER RESOURCES DEPARTMENT
04C— 04
DESIGNED 8 2023 BY MAS
CONST. SURVEY BY
GRMS Phase IV Sewer Force Main Extension
JULIAN AIRPORT ROAD
PLAN AND PROFILE
STA 279+50 TO STA 289+50
SHEET NO.
CHECKED BY
8 OF 43
--1
SCALE: AS NOTED

(P-05805C-06) \
JAMES K. GEORGEVICH, I I I \ \ I I
.\ /, �AND WIFE \ \ ` \ \� I � I I I I \
0084E (P-05805C-06) l / / / / / / i / ` \ \ JUDIANN E. GEOR6EVICH \ °'
TOYOTA BATTERY
/l I 4606 CRUTCHFIELD FARM RDI \I \\\ I \ \ \ \ \ \ \ REFER TO SHEET 04E-03
MANUFACTURING, INC. / RC REID 74078 FOR EROSION CONTROL�w
RC REID 74075 DB 1950, PG 2104 I i ,
' I I/ / /" \/ IrnDB 2810, PG1683,(2) PARCEL 55A P8 101, PG 54, LOT 2 PROP. 24" 45o
RJ rn
FITTINGI I I I I I 1
/ \ O\ I I I I I STA 298+ 10
°R1ie °�ie\\ �'� \ i I I N 780311 I 8 / I
aim / I E 1808679
/Dal '6� PROP. 24" 45° RJ FITTING w I I
ogle STA 298+03 / I LO i I
676 N 780314 8 I
ayeE 1808673 BD I�� rn I
75
0 C��' �' ' � l l I l I �� 2F �. � 674
(a/Oa1/'`O�' `o o� NIIQ/ �'��ie� / \ \�—s-- O\
O REPAIR GRAVEOPEN CUT L // / / i / / , // / �i / a�i O o e G o \ \ 670 _ — �'� / // // �O
ap o�ip0�/ // / // / e' G Oi o i I ` PROP. 24' 45 RJ FITTING \�, —
/ / /
/ / i co 1, G0\ t \ STA 296+79 - —\— —669 / <p 1 KEi M
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/ / / e/ / ' ` / / // // //9�i // / / i I PROP. 24" C-900 DR-18 FO MA \ \ \ ro ��`O �� „ �O
36 STEEL CASI PIP
PROP. 24" 11.25° RJ FITTING I _ `�- 4 0.375" WALL T I KN SS
+00 / ` \ STA 296+73 Y. / i g �S /'
FM o�/ F / / FAA / FM +00 I / N 780269 N \ / I /
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LOD, / / L¢D / — LOD e LOD I IPD I I \ \ ` \ \ \ \ \ \ \\ \ / l 8
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W I ­17—I e \ e \ \ \ LOD
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J I I i ie' I 1 ie�k\ —� \ PROP. 24" 22.5° RJ FITTING
2 \ NC1D STA 295+36 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \
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1 \ \ 18iQ CP III 1 RCP�III` ,T HE_0
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GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER OF
2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN
ALIGNMENTS.
U LIMITS OF DISTURBANCE.
2O RIGHT-OF-WAY LINE IS LIMITS OF DISTURBANCE.
OPUE LINE (REFERENCE NCDOT PROJECT
REFERENCE HE0004, PROJECT NO. 499797.1.1) IS
LIMITS OF DISTURBANCE.
ONCDOT REVISED RIGHT-OF-WAY LIMIT. NCDOT
PROJECT REFERENCE HE0004, PROJECT NO.
499797.1.1.
OPROVIDE 2'x2' CONCRETE PAD AROUND VALVE.
OINSTALL 36" STEEL CASING PIPE BY OPEN CUT.
0 NCDOT EASEMENT. NCDOT PROJECT REFERENCE
HE0004, PROJECT NO. 499797.1.1.
OFUTURE NCDOT ROADWAY WORK. NOT IN
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SENSITIVE INFORMATION
Not to be copied or
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of Greensboro.
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COG Wat r upply — — — — _ 73-5855
Tanks 1`re tment Plants
GDOT St rni ter _ — — — 73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
K-
290+00 291+00
292+00 293+00 294+00
295+00 296+00 297+00 298+00
299+00
300+00
REVISIONS
TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
JOB NO. P-05805C
CITY OF GR EEN SB OR O
HDR Engineering, Inc.
of the
NCBELSrLicense No. F-0116
ROADWAY
DESIGNED 8 2023 BY MAS
WATER RESOURCES DEPARTMENT
440 S. ChurchCharlotte, NC 82ozzo7500
1 2 3 4
SEWER 2022-013C
CONST. SURVEY BY
GRMS Phase IV Sewer Force Main Extension
704.338.6700
REVISED PER NCDEQ COMMENTS
WATER
CHECKED BY
24" FORCE MAIN JULIAN AIRPORT ROAD
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SIDEWALK
SCALE: AS NOTED
STA 289+50 TO STA 300+25
C A Pp''!
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.12/20/2023 c
04C— 05
SHEET NO.
9 of 43

I ' ' I I I I I / ♦ \ / / / / /
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GENERAL NOTES:
CONTRACT SHEET
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY 10 OF 43
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER OF
2015.
2. DEFLECT PIPES AS NECESSARY PER SENSITIVE INFORMATION
MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN Not to be copied Or
ALIGNMENTS. distributed without the
KEY NOTES: express written
permission of the City
O LIMITS OF DISTURBANCE. Of Greensboro.
2O DEMOLISH FENCE AS NECESSARY TO INSTALL
FORCE MAIN.
OPDUE (NCDOT PROJECT REFERENCE HE0004, I ,
PROJECT NO. 499797.1.1), WIDTH VARIES. PDUE LINE ,
IS LIMITS OF DISTURBANCE.em.,A[;
ONCDOT REVISED RIGHT-OF-WAY LIMIT. NCDOT
PROJECT REFERENCE HE0004, PROJECT NO.
499797.1.1.
O FUTURE CONTERRA FIBER OPTIC. NOT IN
\ CONTRACT. City ofGree oro a round
Locales I or I e uests
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? fj CONTRACT. GDOT Traffi Si a _ _ _ 73-2606
N) COG/Guilf rd Co. Telecom _ 73-2084
0FUTURE DUKE POWER POLE AND GUY WIRES. NOT COG Water upply - - _ -- _ 73-5855
'07 IN CONTRACT. Tanks/Tre tment Plants
I tJ j GDOT Stdrm ter _ — — "373-2569
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0 RESPONSIBLE FOR COORDINATION WITH DUKE
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l I
General Permit
I
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24" C-900 DR-18 FO CE MAIN
EXISTING GRADE
24" C-900 DR118 PIPE
ALL PIPE SHALL BE INSTALLED ON A POS
— _ _f
SLOPE OF 0.1 % OR GREATER
301+00 302+00 303+00 304+00 305+00 306+00
HDREngineering, Inc. REVISIONS TYPE CONTRACT CONTRACTOR
of the Carolinas
NCBELS License No. F-0116 ROADWAY
ChaotchNc aiozzo7s00 ziZ4 SEWER 2022-013C
704.338.6700 REVISED PER NCDEQ COMMENTS WATER
100% SUBMITTAL SIDEWALK
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AS -BUILT I AUTH. DATE I WATER AND SEWER PERMITS
(D
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DISTURBED AREA =
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GIS DISCLAIMER
Objects on this map shown
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compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
40 0 40 80
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12/20/2023
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JOB NO. P-05805C
DESIGNED 8/2023 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
K—
CITY OF GREENSBORO 04C-06
WATER RESOURCES DEPARTMENT
GRMS Phase IV Sewer Force Main Extension SHEET NO.
24" FORCE MAIN JULIAN AIRPORT ROAD AND US HIGHWAY 421
PLAN AND PROFILE 10 OF 43
STA 300+25 TO STA 310+00

FITTING WW2SBW-
- 0088E (P-05805C-06)
OO ALFRED M. CRUTCHFIELD
+ - PROP. 24" GATE VALVE \ \ \\ \ \ \ mI \ CAMELA BD WIFE, FCHFIELD
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GENERAL NOTES:
CONTRACT SHEET
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
11 OF 43
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER OF
2015.
SENSITIVE INFORMATION
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN
Not to be copied Or
ALIGNMENTS.
distributed without the
KEY NOTES:
express written
permission of the City
O LIMITS OF DISTURBANCE.
Of Greensboro.
OPROVIDE 2'x2' CONCRETE PAD AROUND VALVE BOX.
OPDUE (NCDOT PROJECT REFERENCE HE0004,
PROJECT NO. 499797.1.1), WIDTH VARIES. PDUE LINE
I ,
IS LIMITS OF DISTURBANCE.
,
ONCDOT REVISED RIGHT-OF-WAY LIMIT. NCDOT
'
PROJECT REFERENCE HE0004, PROJECT NO.
499797.1.1.
OFUTURE CONTERRA FIBER OPTIC. NOT IN
CONTRACT.
City of Gree oro a round
OFUTURE NCDOT ROADWAY PROJECT WORK. NOT IN
Locates I or I e uests
CONTRACT.
COG Water eso s e 73-2033
OFUTURE DUKE POWER POLE AND GUY WIRES. NOT
GDOT Traffi Si a _ — — 73-2606
COG/Guilf rd Co. Telecom _ 73-2084
IN CONTRACT.
COG Water upply _ — — — — — 73-5855
�I,
Tanks/�Tre tment Plants
O FUTURE UNDERGROUND POWER BY DUKE ENERGY.
GDOT Stdrm ter _ — �373-2569
NOT IN CONTRACT.
ONCDOT REVISED LIMITED ACCESS LINE. NCDOT
N P D E S
PROJECT REFERENCE HE0004, PROJECT NO.
499797.1.1.
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
40 0 40 80
O HORIZONTAL SCALE IN FEET
+ 10 0 10 20
O
N
M 690 VERTICAL SCALE IN FEET
�U)
670
M.
650
640
630
620 1 1 1 1 1620 CARO,,,.
ALL PIPE SHALL BE INSTALLED ON A POSITIVE SLOPE OF 0.1 % OR GREATER
ALL PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1% OR GREATER
I I I I I
311+00 312+00 313+00 314+000
HDR Engineering, Inc. REVISIONS
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075 zi2 3 4
704.338.6700 REVISED PER NCDEQ COMMENTS
100% SUBMITTAL
315+00 316+00
TYPE CONTRACT CONTRACTOR
ROADWAY
SEWER 2022-013C
WATER
SIDEWALK
317+00 318+00
AS —BUILT I AUTH. DATE I WATER AND SEWER PERMITS
319+00
JOB NO. P-058057
DESIGNED 8 2023 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
JLAL
037518 =
LU 610
.,12/20/2023
Kr I
-
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
GRMS Phase IV Sewer Force Main Extension
24" FORCE MAIN US HIGHWAY 421
PLAN AND PROFILE
STA 310+00 TO STA 320+00
04C— 07
SHEET NO.
11 OF 43

GENERAL NOTES:
\ ` 1 CONTRACT SHEET
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY 12 OF 43
\ \ SPATIAL DATA CONSULTANTS, INC. AND BRADY
\ / SURVEYING COMPANY, P.A. DURING THE WINTER OF
0089NE (P-05805C-O6) � �
0088E (P-05805C-O6) — \ T 9NE (P BATTERY J 2015. SENSITIVE INFORMATION
ALFRED M. CRUTCHFIELD ti 0090NE (P-05805C-06) 2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURING, INC. i
AND WIFE, 1 TOYOTA BATTERY / _ MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN Not to be copied Or
\ RC REID 75456 MANUFACTURING, I C. � — — � p
CAMELA B. CRUTCHFIELD \ I / ALIGNMENTS.
5536 JULIAN AIRPORT RD DB 2810, PG 1704, T PARCEL 40 RC REID 75455� — distributed without t h e
RC REID 81093 \ ` \ \ PB 40, PG 18, TRACTI I DB 2810, PG 1704, (1) PARCEL 62 /
D82740,PG17 \ � P840,PG18,TRy(CTII / / KEYNOTES: express written
REFER TO SHEET 04E-04 permission Of the City
FOR EROSION CONTROL 0 LIMITS OF DISTURBANCE. Of Greensboro.
FEMA1%ANNUAL
FLOOD HAZARD AREA \ — / FEMA 1 /o ANNUAL
4 a
1 PROP. 24" 22.5° RJ FITTING 4 2 LINE.
CE ALONG EXISTING CONTROLLED ACCESS
STA 323+93 / FLOOD HAZARD AREA O
` I
N 778184
I \ E 1809810 PROP. 24" 11.25° RJ FITTING O FUTURE NCDOT ROADWAY PROJECT WORK. NOT IN
CONTRACT.
�
STA 324+53
O,
\ PROP. 24" 11.25° RJ FITTING
N 778131 (32111
E1809838 STA 325+52 '
\ O4 FLOOD PLAIN INFORMATION PER FIRM PANEL 8707,
N 1
MAP NUMBER 3710870700J, EFFECTIVE DATE
co \ \ 1 N 778051 _ _ 1/2/2008. FLOOD ELEVATION EAST SIDE OF US
Q / E 1809896 O HIGHWAY 421: 614 NO ADDITIONAL 1 % FLOOD
F- - EX R/W LINE - - - - - - EX R/W LINE _ - - O HAZARD AREA IDENTIFIED IN THIS LOCATION.
-- - -- -- -- -- - -- -- e
05,--,
OPEN CUT �—--__O5 NO NORTH CAROLINA SURFACE FRESHWATER CI coof',Gree or a round
PROP. 24" C-900 Q ies I or I e nestsLOD -- LOD LOD D \ � 01 DR-18 FORCE MAIN PROP. 24 C 900 DR 18 FORCE MAIN CLASSIFICATION EXISTS FOR STREAM S D 134 A.
�� LOD — _ i — _ - — — — _ I COG Water eso s e 73-2033
LOD;— _ _ _ _ _ _ — — _ 2 / ,, �/ _ — — — _ — — — _ _ , . / / / / — — — 6 NCDOT REVISED CONTROLLED ACCESS LINE.
�N0�6_ = fj35 = — — — — 6, 6' 3 00 63 V v 4� 1 rn // / _ _ = 625= = GDOT Traffi Si a - - - 73-2606
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NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
PROFILE OVER
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TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER 2022-013C
WATER
SIDEWALK
JOB NO. P-05805C
DESIGNED 8/2023 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
K—
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
GRMS Phase IV Sewer Force Main Extension
24" FORCE MAIN US HIGHWAY 421
PLAN AND PROFILE
STA 320+00 TO STA 330+00
04C— 08
SHEET NO.
12OF43

° �\ CONTRACT SHEET
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY 13 OF 43
/ \ \ SPATIAL DATA CONSULTANTS, INC. AND BRADY
0090NE(P-05805C-06) 0091NE(P-05805C-06) \ �� 0091NE(P-05805C-06) 0091NE A (P-05805C-O6) I SURVEYING COMPANY, P.A. DURING THE WINTER OF
TOYOTA BATTERY TOYOTA BATTERY ��� / 1 TOYOTA BATTERY TOYOTA BATTERY i 2015.
MANUFACTURING, INC. MANUFACTURING, INC ¢
0 , MANUFACTURING, INC. MANUFACTURING, INC.
RC REID 75455 RC REID 75456 oj� RC REID 75456 RC REID 75460 4 SENSITIVE I N F 0 R M A TI 0
DB 2810, PG 1704, (1) PARCEL 62 DB 2810, PG 1704, (1) PARCEL 40 P REFER TO SHEET 04E-05 p_ 2. DEFLECT PIPES AS NECESSARY PER
p� 1� 11/ � DB 2810, PG 1704, (1) PARCEL 40 DS 2810, PG 1704, (1) PARCEL 99
PB 40, PG 18, TRACT 11 PB 40, PG 28, rRAcrr �0 ti� P8 40, PG 18, TRACTI FOR EROSION CONTROL Pe. UNREC-2016 (60' RIW I MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN Not t0 b e copied or
ok BROWN'S MEADOW ALIGNMENTS.
— _ distributed without the
KEY NOTES: express written
/ permission of the City
/ \ 0 LIMITS OF DISTURBANCE.
of Greensboro.
C4 EMA 1 % ANNUAL / O PROVIDE 2'x2' CONCRETE PAD AROUND VALVE BOX.
\ FLOOD HAZARD AREA / \~ /
- O FUTURE NCDOT ROADWAY PROJECT WORK. NOT IN
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PROP. 24" GATE VALVE I I v
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CD INSTALL 10' BEHIND N 777649 O J JEE
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__ LOOD HAZARD AREA �EAM 10
/W LINE S-C-18311 _ 1 '� 5 NO NORTH CAROLINA SURFACE FRESHWATER
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- - ._\ \ \ \ �� \ a+ \ s \ \s - -- -s 6 `�2c E E E 1 Locates I o 1 e uests
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/ \ \ \ \ 4" COMBINATION \ \ \ \ \ \ / - \ \Y O EDGE OF PAVEMENT IS LIMITS OF DISTURBANCE.
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STA 332 60 - j /i / / / \ \ \ \ \ - - -/ _ \ . \ \\ \ \ CT 183 3
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HaREngineering, Inc. REVISIONS TYPE CONTRACT
of the Carolinas
NCBELS License No. F-0116 ROADWAY
Chaott,Nc azozzo7500 SEWER 2022-013C
704.338.6700
WATER
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CITY OF GREENSBORO 04C-09
WATER RESOURCES DEPARTMEN
GRMS Phase IV Sewer Force Main Extension SHEET NO.
24" FORCE MAIN US HIGHWAY 421
PLAN AND PROFILE 13 OF 43
STA 330+00 TO STA 340+00

0092NE(P-05805C-06)
TOYOTA BATTERY
\ MANUFACTURING, INC.
RC REID 75460
\ \ 1 FEMA 1 % ANNUAL O DB 2810, PG 1704, (1) PARCEL 99
PB UNREC 2016 ' R/W
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER OF
2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN
ALIGNMENTS.
PROP. 24" GATE VALVE \ FLOOD HAZARD AREA - 1,V0
STA 342+04 \ BROWN'S MEADOWRD) PROP. 24" GATE VALVE 0 RIGHT-OF-WAY LINE IS LIMITS OF DISTURBANCE.
N 777022 22 v STA 346+51
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E 1811482
\ REFER TO SHEET 04E-05 O FUTURE NCDOT ROADWAY PROJECT WORK. NOT IN
` PROP. FORCE MAIN \ PROP. 24" C-900 DR-18 FORCE MAIN FOR EROSION CONTROL CONTRACT.
\
AIR RELEASE VALVE \ INSTALL 10' OFF PROP. FORCE MAIN
(COG STD. 211) W/ 6' MH \ \ I RIGHT-OF-WAY Lu Lu AIR RELEASE VALVE 1,+
OO FLOOD PLAIN INFORMATION PER FIRM PANEL 8717,
STA 342+16 _ D U (COG STD. 211) W/ 6' MH MAP NUMBER 3710871700J, EFFECTIVE DATE
p N 777013 \ o o STA 346+61 6 ILO 1/2/2008. FLOOD ELEVATION EAST SIDE OF US
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HaR Engineering, Inc. REVISIONS TYPE
of the Carolinas
NCBELS License No. F-0116 ROADWAY
440 S. Church St., Suite
Charlotte, NC 8202-2075 00 1 2 3 4 SEWER
704.338.6700 REVISED PER NCDEQ COMMENTS
WATER
100% SUBMITTAL SIDEWALK
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A POSITIVE SLOPE OF 0.1 % OR GREATER
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ALL PIPt SHALL BE I STALLED O
A NEGATIVE SLOPE OF 0.1 % OR GREATER U
346+00 347+00 348+00
CONTRACT ICONTRACTORI AS —BUILT I AUTH. DATE I WATER AND SEWER PERMITS
2022-013C
349+00
JOB NO. P-05805C
DESIGNED 8 2023 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CONTRACT SHEET
14 OF 43
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
N o rth
8�
Carolina
,
www.nc811.org�
Cliy
COG Water es7PIonts
73-2033
GDOT Traffi Si_ 73-2606
COG/Guilf rdm — 73-2084
COG Water UP— _ 73-5855
Tanks/�Tre tmGDOT Storm �373-2569
NPDES
GeneralPermit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
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CITY OF GREENSBORO 04C-10
WATER RESOURCES DEPARTMENT
GRMS Phase IV Sewer Force Main Extension SHEET NO.
24" FORCE MAIN US HIGHWAY 421
PLAN AND PROFILE 14 OF 43
STA 340+00 TO STA 350+00

GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER OF
2015.
CONTRACT SHEET
15 of 43
0092NE (P-05805C-06)
TOYOTA BATTERY NOROTH CARO NA RAILROAD
` \
MANUFACTURING, INC. \ HOLDINGS I, LLC
RC REID 75460 \ 5990 STARMOUNT RD
DB 2810, PG 1704, (1) PARCEL 99 � � \ RC REID 75464 Pg. UNREC-2016 (60' R/W DB 2489, PG 887, PARCEL 32
, \
BROWN'S MEADOW RD) PROP. 24" GATE VALVE
STA 350+72
N 776357 2 \
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` \ INSTALL 10' OFF
\ REFER TO SHEET 04E-06
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440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
351+50
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352+50 353+00 353+50 354+00 354+50 355+00
REVISIONS TYPE
ROADWAY
SEWER
REVISED PER NCDEQ COMMENTS WATER
100% SUBMITTAL SIDEWALK
INSTALL 24" FORCE MAIN AT A DEPTH
REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
355+50 356+00 356+50 357+00 357+50 358+00 358+50
CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
2022-013C
359+00 359+50
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN
ALIGNMENTS.
KEY NOTES:
1O RIGHT-OF-WAY LINE IS LIMITS OF DISTURBANCE.
O2 PROVIDE 2'x2' CONCRETE PAD AROUND VALVE BOX.
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M
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ODO NOT DISTURB FENCELINE ALONG CONTROLLED
ACCESS/RIGHT-OF-WAY.
SENSITIVE INFORMATIOI\
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
North
Carolina
8� ,
www.nc811.org
City of, Greer
COG Water eso s e 73-2033
GDOT Traffi Si a _ _ _ 73-2606
COG/Guilf rd Co. Telecom _ 73-2084
COG Water upply _ _ _ _ — 73-5855
Tanks/Tre tment Plants
GDOT Storm ter373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
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CHECKED BY
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CITY OF GREENSBORO 04C-11
WATER RESOURCES DEPARTMEN
GRMS Phase IV Sewer Force Main Extension SHEET NO.
24" FORCE MAIN US HIGHWAY 421
PLAN AND PROFILE 15 �F 43
STA 350+00 TO STA 360+00

J \ REFER TO SHEET 04E-06 GENERAL NOTES:
CONTRACT SHEET
0093E(P-05805C-06) O FOR EROSION CONTROL 1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY 16 OF 43
'NkRTHCAROLINA RAILROAD SPATIAL DATA CONSULTANTS, INC. AND BRADY
/-l4OLDIN6S I, LLC FEMA 1 % ANNUAL SURVEYING COMPANY, P.A. DURING THE WINTER OF
599 STARMOUNTRD FLOOD HAZARD AREA TRANSITION TO 10' OFF TOP OF LAKE BANK
R REID 75464 2015.
\ DB2489`RG17,PARCEL 32 SENSITIVE INFORMATIO
\ PROP. 24" C-900 DR18 FORCE MAIN 2. DEFLECT PIPES AS NECESSARY PER
INSTALL 10' OFF \ TRANSITION TO 10' OFF TOP OF LAKE BANK MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN Not to be copied or
/ \ RIGHT-OF-WAY FEMA1%ANNUAL / ALIGNMENTS. distributed Without the
PROP. 24" 11.25' RJ FITTING PROP. FORCE MAIN \ \ \ \ \�� \ - - FLOOD HAZARD AREA
(VERTICAL) I \ �\ AIR RELEASE VALVE \ \ \ \ \ \ \ - _ - - - - - �� /�/ /
STA 360+47 1 1 \ \ �\ \\\ \ \ \ \ \,\ \� ` _ O / /� KEY NOTES: express written
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6 TEMPORARY CONSTRUCTION EASEMENT LINE IS
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it / / / / / / - - - PROP. 24 GATE VALVE i—� - - �- 3
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PO D 24" MP / / / - - - � � STA 363+76 � �` UMW -�
�In 6 1.20 / / / / / / — - \ �� - -- \ \� C'9NC `RETE \ \ \ _ 5 / LU CLASSIFICATION FOR DOTSON'S LAKE P-A-183-1 AT
/ / / / / / / N 775223 O \ _� -�_ - - __ _ _ _ - I_Z THIS LOCATION: WS-III. DOTSON'S LAKE IS A PART
\ \\ _ / _ _ _ _ _ _ _ _ _ OF THE CAPE FEAR RIVER BASIN.
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_ _ _ _ �- - - - - _ - - - - - - - - - _ - - - - _ _ _ (161,05 TONS) _ _ � — _ � _ __ - - _ _ = i- Og PERMANENT UTILITY EASEMENT IS LIMITS OF General Permit
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HDREngineering, Inc.
REVISIONS TYPE
CONTRACT CONTRACTOR AS —BUILT AUTH. DATE
WATER AND
SEWER PERMITS JOB NO.
P- 05805C
CITY OF GR EEN SB OR Oof 04C-12
the Carolinas
NCBELSLicenseNo.F-0116
ROADWAY
DESIGNED 11 2022
BY
MAS
WATER RESOURCES D E P A R TM E N
Cha ott ,N� azozzo7500
SEWER
2022-013C
CONST. SURVEY
BY
GRMS Phase IV Sewer Force Main Extension SHEET NO.
704.338.6700
24" FORCE MAIN US HIGHWAY 421
WATER
CHECKED
BY
PLAN AND PROFILE 16 OF 43
100% SUBMITTAL SIDEWALK
SCALE: AS
NOTED
STA 360+00 TO STA 370+00

GENERAL NOTES:
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Q
630
620
610
M
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570 LU
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REFER TO SHEET 04E-07.4t
FOR EROSION CONTROL
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NORTH CAROLINA RAILROAD
HOLDINGS I, LLC
FEMA 1 % ANNUAL 5990 STARMOUNT RD l °
FLOOD HAZARD AREA RC REID 75464 o V
D9 2489, P& 887, PARCEL 32 PROP. FORCE MAIN--
OAIR RELEASE VALVE
(COG STD. 211)
W/ 6' M H Do '
_ STA 377+87
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_CM F'�= - - _ - -60 �. _05 ro ^� q� 6, 6, .6 !
,/-JxLv. In 602.19 -- _- �6 foo 00 00 09 'o, 0.
J �' o '1 PROP. 24 GATE VALVE / / / ( rn a \
/ Inv. Q1i t 601.65 r > / SIGN Y //
STA 370+26 \ �- \ 7 ' o
/ _
LUI ( /N 774636 O / / / / (� �- - � RETE FLUME _sew _ - - - - — — _ - _ , = — — — 9 \ / PROPTA . 24" RJ FITTING / / 04
_.I ` \ _--T-- _-� / /�i �� / E1812951 /��
_ r _ W0136S - - - 1 PROP. 24" C-900 DR18 FORCE MAIN _ - - - I - -
\ \\ - - - - OPEN CUT AND REPAIR _ �/ '
U _-_-_ _ - _ — 610-- — - _ GRAVEL DRIVE FULL WIDTHzz
-
STA 372+50 TO STA 374+00 - _ _ _ _ _
(63.00 TONS)
_ — ----- _— 2GI—FG--____------- -- _----=-__--------_ __--_
(xsection -US 421 (NORTHBOUND) �( \
of 253
— -- —---------) — — — - _ — --- 3 — _ _ _ _ — _---------- _---------- _ — —
--- --------_ \ ------ — J \ \\ 3 2GI—FG \
------------------�� --- — — 635 — - — — — — —--_____ _ _ _ �_ T==---- TRENCHLESS INS �TALLAI 94 I
-- --- _ -- ----------- --- _ — — — — _
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--------- - -------------- -------I1=6`z_334 -FLU �cMO LC
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9W
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ALL PIPE SHALL BE INSTALLED ON
A POSITIVE SLOPE OF 0.1 % OR REATER
370+50
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
ALL PIPES ALL BE INSTALLED ON
A NEGATIVE SL PE OF 0.1 % OR GREATER
371+00 371+50 372+00 372+50
15" CMP
15" CMP
I
373+00 373+50
PRO ILE OVER
24" C 900 DR18 FORCE MAIN
EXIS ING GRADE
24"IC-900 DR18 PIPE
INSTALL 24" FORCE MAIN AT A DEPTH
REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
ALL PIPE SHALL BE INSTALLED ON A
374+00 374+50
REVISIONS
375+00
REVISED PER NCDEQ COMMENTS
100% SUBMITTAL
ITIVE SLOPEI OF 0.1 % OR GREATER
375+50
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
376+00
CONTRACT
2022-013C
W
J
Q
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M
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0� O Q 2
Q� �Of
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1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER OF
2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN
ALIGNMENTS.
KEY NOTES:
ORIGHT-OF-WAY LINE IS LIMITS OF DISTURBANCE.
O2 PROVIDE 2'x2' CONCRETE PAD AROUND VALVE BOX.
OFUTURE NCDOT ROADWAY PROJECT WORK. NOT IN
CONTRACT.
O4 FLOOD PLAIN INFORMATION PER FIRM PANEL 8717,
MAP NUMBER 3710871700J, EFFECTIVE DATE
1/2/2008. FLOOD ELEVATION EAST SIDE OF US
HIGHWAY 421: 608 FT. NO ADDITIONAL 1 % FLOOD
HAZARD AREA IDENTIFIED IN THIS LOCATION.
O5 PERMANENT UTILITY EASEMENT IS LIMITS OF
DISTURBANCE.
O6 TEMPORARY CONSTRUCTION EASEMENT LINE IS
LIMITS OF DISTURBANCE.
0DO NOT DISTURB FENCELINE ALONG CONTROLLED
ACCESS/RIGHT-OF-WAY.
O8 NORTH CAROLINA SURFACE FRESHWATER
CLASSIFICATION FOR DOTSON'S LAKE P-A-183-1 AT
THIS LOCATION: WS-III. DOTSON'S LAKE IS A PART
OF THE CAPE FEAR RIVER BASIN.
OPROTECT POWER POLE.
CONTRACT SHEET
17 of 43
SENSITIVE INFORMATIO
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
North
Carolinas
8�
,
www.nc811.org
City of Gree oro
a round
Locates I o I
e uests
COG Water eso s e
73-2033
GDOT Tr Si a _ - -
73-2606
COG/Guilf rd Co. Telecom
- 73-2084
COG Water upply _ - - - -
- ,73-5855
Tanks/Tre tment Plants
GDOT Storm ter _ - - -
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
40 0 40 80
p HORIZONTAL SCALE IN FEET
+ 10 0 10 20
O
00
co 650 VERTICAL SCALE IN FEET
a
U)
640
630
620
o z
610
� I
600
590
W
a -
a+
M
o580 ,,,,,� CAR0,,,,,.
p� ESS %0
E�
037518
z 570 ': 01 /24/2023
ALL PIPE SHALL BE INSTALLED ON .,�gTNGINE•�'�,�`
A NEGATIVE SLOPE OF 0.1 /o OR GREATER
376+50 377+00 377+50 378+00 378+50
NTRACTOR AS —BUILT 1AUTH. DATE IWATER AND SEWER PERMITS
379+00 379+50
JOB NO. P- 05805C
DESIGNED 11 2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
----i K-
CITY OF GREENSBORO
WATER RESOURCES DEPARTMEN
GRMS Phase IV Sewer Force Main Extension
24" FORCE MAIN US HIGHWAY 421 AT STARMOUNT RD
PLAN AND PROFILE
STA 370+00 TO STA 380+00
04C-13
SHEET NO.
17OF43

PROP. 24" 45° RJ FITTING \ \\\s9s \ ^�
\ REFER TO SHEET 04E-07 PROP. 24" RJ 22.5° FITTING STA 387+17 \ \ \
L- FOR EROSION CONTROL STA 386+25 N 774005 \ \s \ g
N 773926 E 1813815
E 1813754
\ 0093E (P-05805C-06) \ S
FEMA 1% ANNUAL NORTH CAROLINA RAILROAD \ \ s
O j FLOOD HAZARD AREA HOLDINGS I, LLC
+O ( 1 ( 5990 5TARMOUNT RD 20' X 10'
C) S
1 \ O RC REID75464 LAUNCHING PIT
'171)co
) I I DB 2489, PG 887, PARCEL 32 66 LF OF
36" STEEL CASING PIPE, \\ \ S8
0.375" WALL THICKNESS I s 61 \ \
/ i \ \ \ RECEIVING PIT \� 1 �pg'`o \
2 \ \\ 1 PRO 24� c-0 Q11R`I8 FORCE MAIN//
\ \ \ \ \ \\ \ PROP. 24" 45° RJ FITTING >i/ \ /
\ \ \ FM \ S9A `593, �� cr/ STA 384+52 7 I /
\ \ \ \ \ \ a. \ pow �o N 773828 /
/ PERENNIAL
oD \ FM \ \ \ �� E 1813626 /� STREAM /
°� \� LO \ \ 1 FM ��\ \ s90 \\ �\ \� \\ _ S-Q
Ld / , F \ C QAF- s _ _;� // 10 \� 2 1
+
y, FOCI FOCI— FOC FOC FOCI FO FOC FOCI- FOCI FpC� � C ` �OD \ \ _ _ �\ TOP OF E WALL 7.11'
\ \ \ FOC-� FOC \
Foc LOD \ _ I APPROX NVM
FOCI FOC. FOCI ="12 _ _ 1
\ ETLA
SALD
I / / OPEN CUT 1 11 OF
36" STEEL CASING PIPE, PROP. 24" 22.5° RJ FITTING
0.375" WALL THICKNESS STA 389+61
E 1814030
I
1 I f \ \ x I \ \ \ — ` PROP. 24" 45' RJ FITTING
STA 389+81
N 773875
E1814043
PROP. 24" 45' RJ FITTING — F `9j4 — — — — 03-
X STA 386+97 \ 600
N773999—_ \�i— — -----\
E 1813796 \ — — O 600
595IMAI2THA BLALOCK HUMBLE,
LIFE ESTATE
\ 4958 STARMOUNTRD
8 �\ RC REID 75474
I II I \\ 5 LIN\ *-rI�BOOK 83E,PA6E25
3 MATCHE_ STA 390+00
w
L O J \ - \ \\ II c� I � � � `� \
ZJ FOCI FOC \ x \ \ x \ 59 \
F0= FOC�FOCI FOC—
°COCFocE
R — _ / P I \ '
� T — T _ r j y�roc W
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585 — 24"
</ \IR P� �/ --- _ --OI CS
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-
610
I
600
590 I
580 I
570
I
560
550 W
J
U
380+50
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
O
60
o z' _
24" C-900 DR18 PIPE
C
$ W W
W W �WWWWWW'W 0
/ WWWW.W.W.WyWyWy
PROFILE OVER
24" C-900 DR18 FORCE MAIN
EXISTING GRADE
w
0-
a- 0) co
Z 00
INSTALL 24" FORCE MAIN AT A DEPTH w
m U)
REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW PROP FINISH GRADE
ALL PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1 % OR GREATER
I
0 / CLAs P T� TION
SEE DEB IP RA
ON SHEET 11 3
D
�W. 13 i
xl
5 II
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I
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GRAVEL DRIVEWAY
FUTURE RELOCATED
STREAM CHANNEL (NI )
/ o Z
127 LF,OF
36" STEEL CASING PIPE,
n -A75" WALL THICKNESS
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER OF
2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN
ALIGNMENTS.
�J LIMITS OF DISTURBANCE.
ORIGHT-OF-WAY LINE IS LIMITS OF DISTURBANCE.
OFUTURE NCDOT ROADWAY PROJECT WORK. NOT IN
CONTRACT.
O4 FLOOD PLAIN INFORMATION PER FIRM PANEL 8717,
MAP NUMBER 3710871700J, EFFECTIVE DATE
1/2/2008. FLOOD ELEVATION EAST SIDE OF US
HIGHWAY 421: 608 FT. NO ADDITIONAL 1 % FLOOD
HAZARD AREA IDENTIFIED IN THIS LOCATION.
OPERMANENT UTILITY EASEMENT IS LIMITS OF
DISTURBANCE.
OFUTURE NCDOT RIGHT-OF-WAY.
ONORTH CAROLINA SURFACE FRESHWATER
CLASSIFICATION FOR STREAM S-Q AT THIS
LOCATION: WS-III. DODSON'S LAKE AND ALL
ASSOCIATED TRIBUTARIES ARE A PART OF THE
CAPE FEAR RIVER BASIN.
OFUTURE ROAD -Y4-, NCDOT ROADWAY PROJECT
HE-0004, TWA2.
OINSTALL STEEL CASING PIPE USING TRENCHLESS
CONSTRUCTION METHODS IN ACCORDANCE WITH
CONTRACT SPECIFICATIONS. ALL PIPE WITHIN THE
CASING PIPE SHALL BE RESTRAINED JOINT.
10 DO NOT DISTURB STREAM BANKS OR STREAM BED.
11 INSTALL STEEL CASING PIPE BY OPEN CUT.
12 FUTURE OVERHEAD POWER (NOT IN CONTRACT).
13 FUTURE RELOCATED RANDOLPH TELEPHONE (NOT
IN CONTRACT).
14 FUTURE TEMPORARY CONSTRUCTION EASEMENT
FOR ROADWAY WORK.
CONTRACT SHEET
18 of 43
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
North
8�
j
Carolina
www.nc811.oI
City of', Gree or
a rounc
Locai:es I or I
e uests
COG Water eso s e
73-2033
GDOT Traffi Si a _ _
_ 73-2606
COG/Guilf rd Co. Telecom—
73-2084
COG Water upply _ — _ —
— _ 73-5855
Tanks/Tre tment Plants
i
GDOT Storm ter _ — — —
�373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
Y
U
40 0 40 80
Q
m
HORIZONTAL SCALE IN FEET
ti
10 0 10 20
O 630
VERTICAL SCALE IN FEET
O
O
M
Q
U)
620
610
I IT 600
590
----
--
(D
66 LF
OF
Z
c�
36" STEEL C
ING PIPE,
z
570
0.375" WALL T
ICKNESS
Lo
a)
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co L0
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Z
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co
CO
L0 M Ln M
N U)
LAM
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LU
z 550
ALL PIPE SHALL
AL
BE INS LED ON A POSITIVE SLOPE OF 0.1% OR GREATER
=
I I I
381+50 382+00 382+50 383+00 383+50 384+00 384+50 385+00
REVISIONS TYPE
ROADWAY
1 2 3 4 SEWER
REVISED PER NCDEQ COMMENTS WATER
100% SUBMITTAL SIDEWALK
385+50 386+00 386+50 387+00 387+50 388+00 388+50 389+00 389+50 390+00
CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS JOB NO. P-05805C
DESIGNED 8 2023 BY MAS
2022-013C CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
K-
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
GRMS Phase IV Sewer Force Main Extension
24" FORCE MAIN STARMOUNT ROAD
PLAN AND PROFILE
STA 380+00 TO STA 390+00
CARo
JLAL
037518
�.12/20/2023
T
�NE1w,.Tlp
04C-14
SHEET NO.
18OF43

1 GENERAL NOTES: CONTRACT SHEET
1 REFER TO SHEET 04E-08 1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY 19 OF 43
1 FOR EROSION CONTROL SPATIAL DATA CONSULTANTS, INC. AND BRADY
j 1 SURVEYING COMPANY, P.A. DURING THE WINTER OF
1 2015.
/ 1 2. DEFLECT PIPES AS NECESSARY PER SENSITIVE I N FOR M ATI 0
MARTHA BLALOCK HUMBLE, / 1 MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN Not to be copied Or
1
LIFE ESTATE ALIGNMENTS. distributed without the
1 5958STARMOUNTRD THOMAS FRANKLIN WHITE5ELL
k0�
RC REID 75474 ANDWIFEKATHY CHURCH WHITE5ELL KEYNOTES: express written
n 3g0 / 5902 STARMOUNT RD
WILL BOOK 83E, PAGE 25 1
RC REI075476 permission of the City
/ y yy y0yy O DEED BOOK 1939, PA&E 1917 1 LIMITS OF DISTURBANCE.
PROP. 24" 45' RJ FITTING y INTERMITTENT 0 of Greensboro.
STA 391+22 / 1 y , y STREA PROVIDE 2'x2' CONCRETE PAD AROUND VALVE BOX.
N 773733 1 yy yy yy yy y S-E O
( 12 E 1814038 / o - y PROP. 24" 45' RJ FITTING O FUTURE NCDOT ROADWAY PROJECT WORK. NOT IN
� \ I / 1 y yWETk/�J'l[?'y0 STA 396+41 CONTRACT.
MP�a U I 1 ° / /Y -411/ J 1 I I I I I I I I W-� y N 773523 1 �� �� _ - // i i// i/ / iik
I PROP. 24 22.5 RJ FITTING \ / )/ / / I I1 I I I I / yam,\" yyy' E 1814512 / / / / / // / / / / / / / / / STA 391+42// O4 FLOOD PLAIN INFORMATION PER FIRM PANEL 8717,
\ ✓/// yyy
N 773719 11 \ \ ��, J / /lam �rl' �- - S15 PROP. 24" GATE VALVE l I l / I I I / / I I / / / y y" ' y \ .,Ot I PROP. 24" 45' RJ FITTING /� / // j/ / / // MAP NUMBER 3710871700J, EFFECTIVE DATE ;
$ ( E 1814053\ \ / /� \ STA 393+96 / / / I 1 I / I 1 / / / /� y y ' yy / + / �/ // / / / // / / / 1/2/2008. FLOOD ELEVATION EAST SIDE OF US
/� \ N 773620 O / o / / %/ / I I J I / / OL 1 I STA 396 55 / / / / / / / / / / / / / / HIGHWAY 421: 608. NO ADDITIONAL 1 % FLOOD
/ . yb .\ N773510 / / / / / / / / / l
\ I \ \ OPEN CUT E 1814287 / / co I / / / / // / y 0 \ \ / / /� HAZARD AREA IDENTIFIED IN THIS LOCATION.
Cn / I I I \ \ \ B �/� AND REPAIR / o / / co o / y E 1814517 /
yy
C"' I I I 0 I p 0� \ !POD 6, \ \ \ �2 _ /� / I l l l l
GRAVEL 01, y y"y 10, X 10' QP I I O5 NO NORTH CAROLINA SURFACE FRESHWATER
DRIVE \ 6 / / / y RECEIVING PIT \� \ \ \ \-�rOH/P I I CLASSIFICATION EXISTS FOR STREAM S-E. CHy of Gree oro a round
6 \ \ \S% - l / / / / / / I / L y \ OH/P OH� OH/P -� °HIOH/P I OH/1' 1 I OH/P( O
3.52 TON / °H/ OH/P OH/P )1 , Loca�®s 1 o I e nests
\ o I—� Z / / y I I /
\ \ 613 OH/P{ �- /P�-°/w/P ° /P D P H/P I J�\\ \ \ I O O RIGHT-OF-WAY LINE IS LIMITS OF DISTURBANCE.
\ \ \ \ �6, P I LL, I I OH P OH/P off/P °if/P-� / / / / / �� + COG Water eso s e 73-2033
OH/P / / 1 I (/ Y /j 1I o I, / 0. \
X-1�13915. \ 1 \\ \ \ \\ 09 PQP / / O 6 \ GDOT Traffi Si a _—_ 73-2606
/ I �" -M -� o 00 /off/ co / co I �� �O \ \":\ S� \�'\ 7 EDGE OF PAVEMENT IS LIMITS OF DISTURBANCE. COG/Guilf rd Co. Telecom _ 73-2084
Y=77376 \ \\ \ \r _ _� _ _ \ \ \ \ / CD / / / / /co o w o ,o / o / \ \ O
\ \ `— —a \ ` \ _ _ / / / / / 'Co �O < \ \ \ \ \ \ \ CO Water u - — _ — _ — 73-5855
Z= 588.329 N � -� �` �\\ \ _ \ +Q�- `I - � - - - _ _ _ / _/ _ / / / / / � cn rn �I Q I / / / / � / / \ \ \ \ \ pP Y
\ \ \ \ \ \\\ +QQ o, T— �C / Q 8 Tanks/Tre tment Plants
10 \�\ \\ _-�_ __ \_ -/ (10/ / /- �39 Obr— - i - - - - - - _ _ _ _/ l I \ \ \ �I� O PROPERTY LINE IS LIMITS OF DISTURBANCE.
— FM- _ — / / — — I _ \ \ _ GDOT Storm ter _373-2569
\ FM
VA / - \ _ - —_ _- -_ _ _ _ - _ __ - _ _ __ - -__ - RELOCATED RANDOLPH TELEPHONE. NOT
C OC FOf` FOG 0 I
FOCI FOC FOC j F6C- FOC Fes. ,� \\� �- - - \ - - �_ \ 0
� � I I \
> > FOC�FO — — — F F°c�F°c \ \_ // 11 8 I - - - - _ FUTURE
T-T�T_L T- 1 i-7 -idT 7 T F°Cr-F0 �9" / �FOC�FOC—_Foc-= �— �� / L/ NV�5 2�.26� —=28 �� i � IN CONTRACT.
r F =FOB-� F9C= FOC FOCI OC FOC FOE- FOC-- FOC FO 5 O-7 > FOy O ~ �FOLI
-=-__S _ 7 - T - T i - T - O� FOC- FCC`-- FOC- = FOC FOC FOC-HOC HOC C_= f � G� �FOC- F9C' FDC� FOCI FOC FOC-7
71�717L'97�-&,o
13 3 ( �0 PR - T—�� = iT- -ice _ - T7_'i - �TT� iT = 7=t777- L7-Ti i—iTi r =r�7y�-=Ti� �`i�-��'-10 FUTURE DUKE ENERGY POWER POLE AND GUYNPDES
s� SO O S9 rn -I _ - T �jIT-
\� 37 LF OF 36 STEE / 20 PR / / /
9 7 �� PROP. 24" C-900 DR18 FORCE MAIN CC- I �� 15 / / -
_ — �— _ ooSTARM0JNT RD (SR 2407) CASING PIPE, ( 7 ( WIRES. General Permit
-- ---- r
----�---------------- _--------- _--\---- -- L--=0.375 WALL THICKNESS------- -� -- - ��-� - \ 0
_ _ - 11 TEMPORARY CONSTRUCTION EASEMENT FOR
PROP. FORCE MAIN _---_-_- _-_--- - a---_ _MB �� ���� �i999Q Applies
\ \ \ ROADWAY IMPROVEMENTS. NCDOT PROJECT
�- ----_ —__--- - ----= AIR RELEASE VALVE _ _ � \� IM
�!� REFERENCE HE0004, PROJECT NO. 499797.1.1.
3 \ \ \ \ 9 / - - - _ _ - . (COG STD. 211) \ )II \\_J FM
\ \ \ \ \ \ 20' X 10' sgs l _ _ _ - - / / - r - 12 NCDOT REVISED RIGHT-OF-WAY LIMIT. NCDOT
\ FEMA 1% ANNUAL \ 9� ,s9� ,599 �00 �O \00 so \�, \ STA 394+08 LAUNCHING PIT _ _ _ - -�-1- -�' �- \ \ \ / I 1 E / PROJECT REFERENCE HE0004, PROJECT NO. DISTURBED AREA =
\ \ \ FLOOD HAZARD AREA 4 \ ,` `' `�� OR \ N 773615 - - - -� \ I 6 \ \ 1 cV Jw I 499797.1.1. 14.76
. A
\ \ �0 \ \ \ \ — 605 co — —f— 7— ��\ \ I \ \ 1 Qi ro co cn `t b
\ -r E 1814298 / \\ \ o
0 00 C4 14 13 FUTURE DRAINAGE DITCH. NOT IN CONTRACT.
E --/77_/ / / / / /\ �\\ t I I I i 600 v' / I / 1 I �Z
\ \ / / / / �� `\ i /) �\ I I I I
, \ II I o N ; i I I II \ \ I 1 = 14 TEMPORARY CONSTRUCTION EASEMENT IS LIMITS
I \ I
� I I \ I I OF DISTURBANCE.
I I \ I / I I i 0002 (P-05805F-O6) U DUANEF. WALL 1— GI S DISCLAIMER
AND WIFE Q
,3I ) I \ - / / / / / / \ / / \ \ I 1 ( 15 INSTALL STEEL CASING PIPE USING TRENCHLESS
1 6' 1 \ I \ \ \ \ \ - — / / I I I CAROL S. WALL Objects on this map shown
G P w I I I ` \ \ \ \\ \ 0095E P-0 - I / / / / / / / \ II�/� / / I \ / // I I I I RCREID 7547 METHODS IN ACCORDANCE WITH CONTRACT with a dotted linestyle were
V1, h / / / \ / / I PROP. 24 45 RJ FITTING SPECIFICATIONS. ALL PIPE WITHIN THE CASING PIPE
I r��j0 -'r "�1(�E I 1 I I \ \ ( 5805c 06) / / / / / / / \ , / STA 397+16 / I I I I DB 2242, PG 07 not surveyed, they were
%l MONARDLLC / / / / �/ l / i / / I / / / 1 SHALL BE RESTRAINED JOINT PIPE.
E .� Q 8 — — / , I N 773453 1 compiled by photogrammetric
CC7� RCREID 82926 / / / /
I�((�rt I\ i I I / / i methods, available on the
S�E DG� DEED
PAGE68 BOOK 2438, PA &E 9 E 1814508 Geographic Information
QN SN ° 1 System (GIS) software used
I PROP. 24 45 RJ FITTING 1 by the City of Greensboro.
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TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS JOB NO. P-05805C
ROADWAY DESIGNED 11 2022 BY MAS
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PLAN AND PROFILE 19 OF 43
STA 390+00 TO STA 400+00

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GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER OF
2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN
ALIGNMENTS.
KEY NOTES:
0 EDGE OF PAVEMENT IS LIMITS OF DISTURBANCE.
OPROVIDE 2'x2' CONCRETE PAD AROUND VALVE.
OTEMPORARY CONSTRUCTION EASEMENT LINE IS
LIMITS OF DISTURBANCE.
CONTRACT SHEET
20 OF 43
SENSITIVE INFORMATIO
Not to be copied or
distributed without the
express written
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GIS DISCLAIMER
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not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIS) software used
by the City of Greensboro.
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LU 570 01 /24/2023
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HDR Engineering, Inc. REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS JOB NO. P-05805C CITY OF GREENSBOROof the Carolinas 04C-16
NCBELSLicense No. F-0116 ROADWAY DESIGNED 11 2022 BY MAS WATER RESOURCES D E P A R TM E N
440S.te,NC 8202-ite 075 SEWER 2022-013C CONST. SURVEY BY GRMS Phase IV Sewer Force Main Extension SHEET NO.
Charlotte, NC 28202-2075
704.338.6700 24" FORCE MAIN STARMOUNT ROAD
BY
SIDEWALK SCALE: AS NOTED PLAN AND PROFILE 20 OF 43
100% SUBMITTAL STA 400+00 TO STA 410+00

11 \ �589- III i I PROP. 24" 22.5° RJ FITTING l \ i \ GENERAL NOTES:
I I AP RQ C. NV.- \
\ \ BORE & JA 5 61 LF OF ^ /II \ III / I _ _ _ _ _ _ I \ CONTRACT SHEET
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36" STEEL CASING PIPE, // �_ 1 I/// / I I E 1816182
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\ i� X-18161zJ 6fl 8 6 8 SPATIAL DATA CONSULTANTS, INC. AND BRADY
\ LUTHER GENECOBLE \ \ I /0.375" WALL THICKNES / - - - - - - / i / SURVEYING COMPANY, P.A. DURING THE WINTER OF
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\ DEED BOOk 1378, PAGr 31 I \ , I �T = - - _ - _ _ _
�� - N 772801 MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN Not t0 be copied Or
PLATBOOK\130, AGE138 / 1 - 1 \ -� _ �� ALIGNMENTS. C�IStrlbUteC� without the
\ / PROP. 24" 22.5° RJ FITTING �� 15+� x -x X E 1816186 ` _ -> > \ \
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co o I I N 772931 / , \ PROP. 24" 45 RJ FITTING - - _
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\ I to X !' ���� / \ LIMITS OF DISTURBANCE.
REFER TO SHEET 04E-09 // \I I / I of I �/ / r ' �// // jx�'C `f (: \ \\\ h \( \ - \ N 772788 �\ \\ �1 1\ \ 1 \I 1\ \ \ 1 \ \ \ \ \ / of Greensboro.
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RECEIVING PIT S \ N 772768 2O 1 I 1 \ \ \ \ \ 3 NO NORTH CAROLINA SURFACE FRESHWATER
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DEED BOOK 2438, PAGE 1149 / i �\ i �`� Geographic Information
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of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
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704.338.6700
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REVISIONS TYPE
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CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS JOB NO. P-05805C CITY OF GREENSBORO
DESIGNED 8/2023 BY MAs WATER RESOURCES DEPARTMENT
2022-013C
CONST. SURVEY BY GRMS Phase IV Sewer Force Main Extension
24" FORCE MAIN STARMOUNT ROAD/PARALLEL TO GRAVITY SEWER
CHECKED BY PLAN AND PROFILE
SCALE: AS NOTED STA 410+00 TO STA 420+00
04C-17
SHEET NO.
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SURVEYING COMPANY, P.A. DURING THE WINTER OF
2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN
ALIGNMENTS.
UCENTERLINE OF FUTURE 24" GRAVITY SEWER TO
SANDY CREEK LIFT STATION. NOT IN CONTRACT.
OPROVIDE 2'x2' CONCRETE PAD AROUND VALVE BOX.
OFLOOD PLAIN INFORMATION PER FIRM PANEL 8717,
MAP NUMBER 3710871700J, EFFECTIVE DATE
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582 FT. NO ADDITIONAL 1% FLOOD HAZARD AREA
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city
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COG Wat r upply _ — — — — — 73-5855
Tanks e tment Plants
GDOT St r ter _ — — —-3'73-2569
NPDES
Genercl Permit
Applies
DISTURBED AREA
14.76 AC
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrammetric
methods, available on the
Geographic Information
System (GIs) software used
by the City of Greensboro.
40 0 40 80
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420+50 421+00 421+50 422+00 422+50 423+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
423+50 424+00 424+50 425+00
REVISIONS
REVISED PER NCDEQ COMMENTS
100% SUBMITTAL
ALL'PIPE SHALL BE INSTALLED ON
A NEGATIVE SLOPE OF 0.1 % OR GREATER
I 1 1
425+50 426+00 426+50 427+00 427+50 428+00 428+50
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER 2022-013C
WATER
SIDEWALK
Al
LU 540
Z_
J
U
z K-
429+00 429+50
JOB NO. P-05805C CITY OF GREENSBORO
DESIGNED 8 2023 BY MAS WATER RESOURCES DEPARTMENT
CONST. SURVEY BY GRMS Phase IV Sewer Force Main Extension
24" FORCE MAIN PARALLEL TO GRAVITY SEWER
CHECKED BY PLAN AND PROFILE
SCALE: AS NOTED STA 420+00 TO STA 430+00
037518
08/21 /2023
/-EINW-
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04C-18
SHEET NO.
22 OF 43.

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BEGIN PROJECT
0074N / QCOD \ \�\ /� // /�// \ IP \�\ / / / I / , GREENSBO075E DOLPH
GILMORE LANDSCAPING, INC. / //
�� \ �'% �'�//� ��\// I �� \ MEGASITE FOUNDATION, INC.
9144 9154 OLD 421 RD
GCPN 0123460 / // / / / / / ����\\ /■♦��■ / 4621 IRON HORSE TR
/ p / / / \\ / \■■ ♦ ,
DB 7032, PG 2896, TRACT 2 \ / /
RC REID 74069
/ ��/ �/ � � / ♦ ■• ♦ / DB 2491 PG 1186
RC REID 74073 / / / /` // / / /�� � ♦ ► �+ �� / / ♦ �
DB 2136, PG. 1529, TRACT 2 /\ // /3 / / / '� ♦ I �\/
PB 121, PG. 43, TRACT 1 _ _ -� / /\"// / l ♦♦\ tiQ� ♦♦, p \ ♦ SENSITIVE CONSTRUCTION AREA WITHIN
B- �■ ��♦ ♦♦; \ ` - LOD OF DRAINAGE AREA,
SEE SHEET OOG-01 FOR SPECIFIC
�\'6 �� \ ;�� �Q� / ♦ CONSTRUCTION SEQUENCE
/ / // / / \ \ I ♦ 1`��8 �� ` / $ ! \ 3 \ / 0076E
/ / l/// / ,// / �ti ♦ 4 '9C ��� / \ \ GREENSBORO-RANDOLPH
\ _ - / / / / /�d'/� // \ \ J / �\ \ ♦ ���\ \ \ \ %�\ ♦ MEGASITE FOUNDATION, INC.
/et i \ \\\ ♦♦ �,q�\ \ \ 4622 IRON HORSE TR
/ ♦. ♦♦ C ! RC REID 85619
/ / ,A ♦ (. / / ♦ / DB 2492 PG 1492, TRACT 2
�41) /V/
Ilk
ee
:Aj
/ / / / / / / �� • / PROP. WATTLE
s
COG STD. 457, TYPICAL
\\
// / / / / ROGER DALE ASHLEY
6135 JULIAN AIRPORT RD / \ a\\ ♦ \\ v ♦ / /
RC REID 74064
DB 1116, PG. 25 =° \� \\ �♦ \ / /� / / /
SEPTIC DRAIN FIELD-7<I /,01
`� \^+ �♦ I /
P-750
♦ \ ♦ ��
\ � i/ p. NZ _ � -ale-\ / / C /// / / / / - / / /� / // / / \ / \ ♦ �
0074W ROGER DALE ASH LEY
6135 JULIAN AIRPORT RD
RC REID74064
DB 1116, PG. 25
0076E (P-05805C-O6) 0077E (P-05805C-06) 0078E ( MANUFACTURING,
I TOYOTA BATTERY MANUFACTURING, INC.
TOYOTA BATTERY TOYOTA BATTERY MANUFACTURING, INC.
TOYOTA BATTERY I 5938 JULIAN AIRPORT RD
I
MANUFACTURING, INC. 5950 JULIAN AIRPORT RD MANUFACTURING, INC.. 5990 JULIAN AIRPORT RD I RC REID 74052 RC REID 92593
4622 IRON HORSE TR RC REID 74084 I DB 2810, PG 1683; (5) PARCEL 75 OB 2810, PG 1683, (5) PARCEL 16
DB 2810, PG 1683 D8 1011, PG 138, NCDOT R/W
Z RC REID 92504 DB 1782, PG 2430 (VERIZON WIRELESS TOWER
I DB 2810 PG 1683, (1) PARCEL 53 I I AGREEMENT)
PB 121, PG 27, LOT 1 (5) PARCEL 15 DB 2648, PG 325, COG UTILITY EASEMENT
I DB 1011, PG 128, NCDOT RIGHT OF WAY I D8 1011, PG 138, NCDOT RIGHT OF WAY I DB 1011, PG 146 NCDOT RIGHT OF WAY
D8 1515, PG 25, DUKE POWER COMPANY EASEMENT
DB 1736, PG 2416, DUKE POWER COMPANY EASEMENT
PROP. WATTLE
COG STD. 457, TYPICAL
SENSITIVE CONSTRUCTION AREA WITHIN I
LOD OF DRAINAGE AREA,
SEE SHEET OOG-01 FOR SPECIFIC
- - - - CONSTRUCTION SEQUENCE
- -744- - \- I I \I I I I
\1�
J w a1 I
CE CID
745 o Q a Q 1
\ TREES II I I 1 \ - \ - \ \ I \ ^ a
� w � I IQ 1
\ \ 74s- � / L GT �
TREES - 0 v I I ► I I I ` I I
LTI
NV. 738.72' -746
\�I
T�S \ Q JI _ -, I \ \ ; \ I 1 I w �■�■■■■�■■ r � �NV. 73t.16'
to \ \ 15" RCP \ FOC ■■■'■■� o •L<-
I 11 r o \ \ Inv In 746\08 I \ 1 I MKR D- ■■■■■■■■■■■ INV./�/43.11' INV. •1�A�1* /� x
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED
BY SPATIAL DATA CONSULTANTS, INC. AND
BRADY SURVEYING COMPANY, P.A. DURING
THE WINTER OF 2015.
2. LOCATIONS OF EROSION AND SEDIMENT
CONTROLS MAY NEED TO BE ADJUSTED
BASED ON FIELD CONDITIONS.
3. CONTRACTOR SHALL NOT PERFORM ANY
WORK WITHIN WETLAND AND STREAM AREAS
UNTIL 401/404 PERMITS ARE RECEIVED.
4. NOT ALL KEYED NOTES ARE USED ON EACH
SHEET
KEY NOTES:
0 20'x10' LAUNCHING PIT, TYPICAL.
O2 10'x10' RECEIVING PIT, TYPICAL.
OPROVIDE BERM WITH SILT FENCE ON OUTER
EDGES AROUND BORE/RECEIVING PITS TO
REDUCE INFLOW.
4O PITS SHALL BE DEWATERED USING SILT
BAGS BEFORE WATER IS REINTRODUCED TO
THE CREEK.
EROSION CONTROL NOTES:
1. CONSTRUCTION SHALL BE COMPLETED
DURING TIME OF LOW FLOW.
2. WEATHER FORECAST SHOULD SHOW NO
PRECIPITATION FOR 48 HOURS AFTER
COMPLETION OF STREAM CROSSING.
O •• • I I I 11 0 \ TREE � ► \ Inv. Out 745 ,48 / \ 1 I AND � �.■■■■■■■■ 1.70 AC / �ZE
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U
U
HER Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
REVISIONS TYPE
ROADWAY
SEWER
REVISED PER NCDEQ COMMENTS WATER
100% SUBMITTAL SIDEWALK
CONTRACT ICONTRACTORI AS -BUILT IAUTH. DATEI WATER AND SEWER PERMITS
2022-013C
JOB NO. P-05805C
DESIGNED 11/2022 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CONTRACT SHEET
24 OF 43
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission of
the City of Greensboro.
Mortholina
www.nc811.erj
,
City of',Gree or �erbround
COG Water e c 73-2033
GDOT Traf is 73-2606
COG/Guilf rd Co. Telecom - 73-2084
COG Water Supply -- - - - - ,73-5655
Tanksl�Tr atment Plants
GDOT Storm ter--_--373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
Objects on this map shown with a
doffed Ilnestyle were not surveyed,
they were complied by
photoArammetr1c methods,
available on the Geographic
Information System (GO) software
used by the City of Greensboro.
40 0 40
SCALE IN FEET
LEGEND:
50' BUFFER STREAM
®EROSION
CONTROL
MATTING
R
DRAINAGE AREAS
■
SILT FENCE
00
TREE PROTECTION
- LOD -
LIMITS OF DISTURBANCE
TEMOPORARY CLEAN
-TD-
WATER DIVERSION
SILT FENCE ROCK OUTLET
WATTLE
TEMP STONE DITCH CHECK DAM
CONSTRUCTION ENTRANCE
K-
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
GRMS Phase IV Sewer Force Main Extension
JULIAN AIRPORT ROAD AT OLD 421 ROAD
EROSION CONTROL PLAN
FORCE MAIN STA 256+00 TO STA 269+50
FUTURE CONSTRUCTION
`.,•N CARO
EA 4
=z 18
SO
A J ■'
rrr••,/t��7 'G+'�y IN
'�j�
:1
04E-01
SHEET NO.
24 OF 43

I I /
I I
I I
I I
I I 0080E (P-05805C-06) I 0081E (P-05805C-06)
0079E (P-05805C-06) I TOYOTA BATTERY MANUFACTURING, INC. I ' TOYOTA BATTERY
TOYOTA BATTERY MANUFACTURING, INC. �
I 5742 JULIAN AIRPORT RD I MANUFACTURING, INC.
5938 JULIAN AIRPORT RD
RC REID 74080 5772 JULIAN AIRPORT RD "90�
RC REID 92593 I DB 2810, PG 1683; (5) PARCEL 76 I RC REID 74040
i DB 2810, PG 1683, (5) PARCEL 16 I DB 1011, PG 147, NCDOT RIGHT OF WAY DB 2810, 1683; (5) PARCEL 78 ��/
DB 1782, PG 2430 (VERIZON WIRELESS TOWER AGREEMENT) DB 2648, PG 325, COG UTILITY EASEMENT PROP. SILT FENCE PB 54, PG 40, LOT 1
DB 1011, PG 146 NCDOT RIGHT OF WAY I
D8 1515, PG 25, DUKE POWER COMPANY EASEMENT PROP. WATTLE STONE OUTLET
DB 1736, PG 2416, DUKE POWER COMPANY EASEMENT COG STD. 457, TYPICAL i PROP. TEMP STONE DITCH COG STD. 430, TYPICAL PROP. TEMP STONE DITCH
CHECK DAM CHECK DAM
i SENSITIVE CONSTRUCTION AREA WITHIN I COG STD. 432 COG STD. 432 PROP. 40 LF SILT FENCE
COG STD. 430
LOD OF DRAINAGE AREA, i / �\ PROP. 50 LF
SEE SHEET OOG-01 FOR SPECIFIC / I / �j TREE PROTECTION/
/ CONSTRUCTION SEQUENCE / I I BRUSH / CONSTRUCTION FENCE / / II I
/ / / / / / / �' I I / I wll /
/ � ^ti I / \ PROP. 320 LF SILT FENCE � ,•n ( I /I I
/� / / COG STD. 430 i / / \ _ 10 — / I I 0
O HLLt i / PROP. WATTLE
/ r COG STD. 457
0-)^`U ti / / I I I / / I 1 PROP. 150 LF TREES / / j = ■ t-IVI
N , / ^ / �/ ti ,� I I I < I \ I TREE PROTECTION/ — — \ / ti /� / / I/ I • ��
Q / FIBER-QPTIC /CABLE / / / / / / ^N ^ / I �' I \ I \\ \\ CONSTRUCTION �TION FENCE II ' I _ \ / y I I
/ ANDH9LE / / / / / / I / ) IN�. 71lS.P' a /II I' I / / / /I I PP I v
C7 / / / / / / / / 3 \ \ � �`
Z ATE INV. 715.33' — — _\_— — — \
_ L. — — _
l r
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■i r■�■� _ILI _ - -
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W —_ ` _ _ `� _ �7 I-j _i _'G`MP — _ _ _ _
_ HOC FOC FOE— FOC fGC ADO — —
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U ,,.— FOG=.w� _ —� FOC— FOC— — FOC— FOC FOCI FOir
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.. ■� ■ : T~ _E L-0B ALA[ 15 " RCP € /
■ 0.09 d`E 0.08 AC ����� ����
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i\PIPE �� c�_�z4--PIPE\ ��F� — �— ` --- _ ---_ c \ ---- ��—_ Y — ---- Q ✓�( — I® r� — ----
X/
\ 1 P POH/P; %/P —p/P �OH/P OH/P OH/P OH/P yOH/P H/P ON/ I ON/P OH/P(
/\ 2 4 � OH/P PP
1 4 3 �a �OH/P OH P\�
/P P
1\ I /P wt -P �'� �H�
Ir I OH/P J/P OH I I OH/P
OH/P OH P DHX�/P OH/P3 PP
\ �
1 I 1 \ I I ► \ TREE
\ I
m
\o
Lu ( II I \ \ \ \ I I \ \ Z=�� I I I �I11 II TREES
/ /I -x —/X—
() CH IN LINK —FE_NCE
BRU\ MBHSH
III III II I \
I
I 1
-
i 1 I I PP 1 SBD \
lit >1
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i � 8
I �
I
1
I I\ \
T�
T9 PROP. TEMP STONE DITCH
\ CHECK DAM
COG STD. 432
I _ — ♦♦� E (P-05805C-06)
♦ YOTA BATTERY \ %`
PROP. 215 LF SILT FENCE ♦♦ ANbFACTURING, INC.
COG STD. 430 ♦♦♦ RC'REID 74075 \
_ ♦♦ 8 2810, PG 16' 3\ 2) PARCEL 55A \
\' PROP. SILT FENCE I \\ \
STONE OUTLET ♦♦♦ \\ \I I I .�.
COG STD. 430, TYPICAL
\ PROP. 170 LF OSILT FENCE
COG STD. 430
_ _ �♦ ♦ � y+,+1 �
PROP. 50 LF ♦♦ I \ \ y+r:s \ ,�
TREE PROTECTION/ \ �+ \ \ / 0
rnNlcTRI IrrTlnnl FP:NIrF
GENERAL NOTES:
1. PREPARED BY SPATIAL DATA CONSULTANTS,
INC. AND BRADY SURVEYING COMPANY, P.A.
DURING THE WINTER OF 2015.
2. LOCATIONS OF EROSION AND SEDIMENT
CONTROLS MAY NEED TO BE ADJUSTED
BASED ON FIELD CONDITIONS.
3. CONTRACTOR SHALL NOT PERFORM ANY
WORK WITHIN WETLAND AND STREAM AREAS
UNTIL 401/404 PERMITS ARE RECEIVED.
4. NOT ALL KEYED NOTES ARE USED ON EACH
SHEET
U 20'x10' LAUNCHING PIT, TYPICAL.
O10'x10' RECEIVING PIT, TYPICAL.
OPROVIDE BERM WITH SILT FENCE ON OUTER
EDGES AROUND BORE/RECEIVING PITS TO
REDUCE INFLOW.
4O PITS SHALL BE DEWATERED USING SILT
BAGS BEFORE WATER IS REINTRODUCED TO
THE CREEK.
EROSION CONTROL NOTES:
1. CONSTRUCTION SHALL BE COMPLETED
DURING TIME OF LOW FLOW.
2. WEATHER FORECAST SHOULD SHOW NO
PRECIPITATION FOR 48 HOURS AFTER
COMPLETION OF STREAM CROSSING.
3. ALL AREAS WITHIN RIPRAP BUFFER SHALL BE
STABILIZED AS WORK IS FINISHED.
4. LIMITS OF DISTURBANCE WITHIN BUFFER
SHALL BE LESS THAN 40' IN WIDTH.
PROP. 380 LF SILT FENCE \ \ ♦♦ \ •,o•' \ �' \ ��
COG STD. 430 \ / ♦♦♦ I vo
PROP. 188 LF ~ \ ♦♦♦ �QO �. ♦♦ \ / / \ ��
TREE PROTECTION/ :♦�\/ ; �� .♦♦♦♦♦ �\ y// \ \ `��qX
CONSTRUCTION FENCE ♦♦ � 0. ` �yy r . ♦♦ O /I / Q� / \ \ \ S
\ \ \ I Y � \\ // // / �� �°ate \\ ����� • �l I �� / _ � \ � \
0.
7
'0
:Q9 AC • a / ■
0 ♦♦ ♦� Alka \ l I SyFO LOD 0 — — — 000
\ v �13\�\\ 1 \ �' oQ , LOD ■ p /
00
LOD ass
0 a LOD as
noon on -6sc Q�
OD OD
�� \� •1• LODr-154 / I PROP. 52 LF / 2ti / �� \
••••••� L / l' ,291)
U.97 AC / / / I\ ■■r I I TREE PROTECTION/ / ~/ co
••♦„ OD LOD I / / ♦.♦■■�� ••••r•• •• I CONSTRUCTION FENCE , �
It
Ott pp
Ill, 44
7- LOD a LOIT Ross* All
c9Q\ �I� ♦ % / // / ♦ / / / i I I ♦••♦♦♦♦ / 000//
} �� _rY \� I pE\ / / ♦ J / J ♦♦'� may'//
/ �� \ �I 0j \ •♦ PROP. 204 LF ♦♦ / / I • Q N
l l \ r \ \ ` ♦♦ TREE PROTECTION/ ♦♦♦ /// / i I i I / Q �i•♦ ♦♦ / // q� (; y / /� i
At N IRPORT RD SR 2502 CONSTRUCTION FENCE ♦♦ / ( / I _ I Q hA_ •�♦
♦♦♦♦♦ _� / l I ♦♦1 / / 1 tyO 45 ♦♦♦•♦♦� / / / a�
\ �� • / / ♦ / / / % / T p� C, .dT , I 0085E P-05 05C-0 1
l � \ _ � r \ •• \ ♦ / / LLMAN, IA TT
7,/O �� \ •••••• l l / .♦♦j l / j / / I / �7 �9N�F / I GELL�GIA(V, BREYANN ICOLE) \
/ yglN �x �7 ,\ \` \ �� \ •••• / / Q ♦♦ / / / /1 I May I ' JU�Li AIR OR RD /
q r '�J \ r ••• 0083E (P805C�6) j r S \�
�.\ hje �� 0 J \ r I((`11 \\ �� r \ •••• 715 1� / / / /l // TOYOTA BATTERY / i N \ R 7 REI 9 14
FN Tp �� c� \��\ \ ••• •• ♦.♦ /� �n / MANiJFACTUR G, I / T \ DS 699, P '1474 \ \ \
rZ0 / \ C"�' x \ Ste r\ 2s� \ \� ac \ \ •••♦•• ♦ ♦♦ Q / h`� / / / / 57 TULIAN AIRPOR'rRD I / / l y( / \ \ `/ZB 162, G 5A5, L6'T l \ /
'1 / �°HiP \� \ •• ♦• l / a / D8U160, P 1110. CESS E�.SEMENT
/ i i \ �) \ r • G� lam/ / / RC READ 7403 I �/ — \
RCp / /Q/ /68 2810, 1, 8BZ (5) PACEL�� I \ / �/ / \ D598, l� 2 , QUKE EN'&RGY
C/�:\ i O_ i i i / I I r `/� / \ O�RTIO EMOPgNDUM\ \
0082E (P-05805C-06)
0082E (P-05805C-06) ` \ \ r\ , l TOYOTA BATTERY
TOYOTA BATTERY , / / MANUFACTURING, INC.
MANUFACTURING, INC. / 5742 JULIAN AIRPORT RD
RC REID 74041 / RC REID 74080
DB 2810, PG 1683; (5) PARCEL 77 ,pp �l l DB 2810, PG 1683; (5) PARCEL 76
PROP. 208 LF SILT FENCE y
COG STD. 430 /
/ PROP. 99 LF SILT FENCE
COG STD. 430
Y C, \\
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER 2022-013C
REVISED PER NCDEQ COMMENTS WATER
100% SUBMITTAL SIDEWALK
JOB NO. P-05805C
DESIGNED 11/2022 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CONTRACT SHEET
25 OF 43
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission of
the City of Greensboro.
North
8�
Carolina
www.nc811.org�
,
City of', Gree ro erground
Locates I o I e uests
COG Water R e 73-2033
GDOT Traf is c _ _ _ 73-2606
COG/Guilf rd Co. Tecom _ 73-2084
COG Wat,'er Supply- el _ _ _ — _ ,73-5855
Tanks'/Tr atment Plants
GDOT Storm ter--- — _I -2569
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
ObJects on this map shown with a
dotted Ilnestyle were not surveyed,
they were compiled by
photogrammetric methods,
available on the Geographic
Information System (GIST software
used by the City of Greensboro.
40 0 40
SCALE IN FEET
LEGEND:
50' BUFFER STREAM
EROSION CONTROL
MATTING
DRAINAGE AREAS
■
SILT FENCE
0
TREE PROTECTION
— — LOD —
LIMITS OF DISTURBANCE
—TD—
TEMOPORARY CLEAN
WATER DIVERSION
SILT FENCE ROCK OUTLET
WATTLE
TEMP STONE DITCH CHECK DAM
CONSTRUCTION ENTRANCE
K—
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
GRMS Phase IV Sewer Force Main Extension
JULIAN AIRPORT ROAD AT WOODVERY DR
EROSION CONTROL PLAN
FORCE MAIN STA 269+50 TO STA 289+50
•a'tN CAf�O
FA
D �./ /� Dk
K A J ■'
7�.. M. Yk%A
"N,j1,1µN�����
:8
04E-02
SHEET NO.
25 OF 43

\ ♦ I l l / / / l / // / / / / ' / �' / / / / — '� — JAMES K. GEORGEVICH,♦ \ \ \ \ I I I I I
♦ / / / / / / / / / / / /' /' / / ��e/ c� \ AND WIFE I I I \ I I I I I I I
♦ 0084E (P-05805C-06) l / l l / / / /� DIEOR
�♦• ••
♦♦♦♦ l TOYOTj BATTERY l l l / / l / l / l / l / /� / / / / / / / `�' — —leG — \—Gi�460 RUTCHFIFARM RD �♦ ••�••: I I I I I / l / I
�♦ / ■ ♦♦ MNRC R C R �4 78UFACTURING, INC! /61, 50, PG 9D9 2810, PG 1683, (2) PARCEL 55A /,
leSENSITIVE CONSTRUCTION AREA WITHIN g <
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LOD OF DRAINAGE AREA, SEE SHEET OOG-01 — '■ / • / / / / /
^� o�♦♦♦ ,/ / / / / / / �� �O / // '�/ / / / l I ' / I I ��e� / '4- O FOR SPECIFIC CONSTRUCTION SEQUENCE �\ `6j6 T ' ,♦♦j�♦ / / •�• • / /
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♦ r♦♦ / � �� N I / I � I PROP. 162 LF SILT FENCE \ \ -6
o ♦♦ / ♦♦ / / / ♦ ` ion �' / o / / / I I I \ \ — s72- i 'o ' '0C16 q� / /
♦♦♦ / / / / /�♦♦ /yrp��g/ ` / cc: v°� /G / / �I I fie, I COG STD. 430 - - \ ` -
/ ♦�% / / / r %� / // PROP. 89 LF SILT FENCE <°// C0Co
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/ ♦♦ / / �� / � ♦♦♦ / PROP. SILT FENCE / / / e// / / / �/ J \ I \
n / / �♦♦ l g��y / 1�♦ STONE OUTLET /� l l le' l
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/ /�// / / ♦• `/' j'/ / / ♦♦i COG STD. 430, TYPICAL PROP. TEMP STONE DITCH
/ v / -♦ / � CHECK DAM � �' 0 s.
84 / / / F`-��♦♦ ♦♦ / / / / COG STD. 432 \\ \ PROP. TEMP STONE DITCH
%�•♦`%9 / AC / ♦ / �"� / / \ \ \ CHECK DAM \ ♦ / /
�L
— /� / ♦♦♦` //� / / \ \ COG STD. 432
72704t I ♦ I ` \ \ \ \ \
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COG STD.4O
/�•� I �1 LOD PROP. TEMP STONE DITCH ,
PROP. 66 LF SILT FENCE \ LO\ \ \ \ �C\\ \ \ \ CHECK DAM (TYP.)
/ I STD. 430 \ D
COG ■ \ \ COG STD. 432
\ \
ZI I I I I I °ale \ ` PROP. 40 LF SILT FENCE \ PROP. 37 LF 6'8q \ �a■ ■ \ \ \ \ \\ \��� \ \ PROP. TEMP CREEK CROSSING
I Fi U� U E . U A A R�OR I SR�j%� COG STD. 430 TREE PROTECTION/ \ \ \ \ \ DURING CONSTRUCTION
i e re \ \ \ c
�k\ - CONSTRUCTION FENCE \ \ \ ♦♦\ \ ��r I
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N
PROP. 74 LF SILT FENCEell
\ \ \ �Q \ \ \ \ \ \ \ \ \ ♦�� \ \ \ \ \ \ \ \ \\ �� \� \ l
\ \\ \\ 1\ \ \ \ ytle \ \ 1 / COG STD. 430 SENSITIVE CONSTRUCTION AREA - \ QQ04 \ \ \ \ \ \\\\ \\\ ♦ �\ \ \\ \ \ \ \ \ \ \\ \ \\ \ICI �S9 \QO l \
\ \ d1r \ \ \ \ / \ PROP. TEMP STONE DITCH WITHIN LOD OF DRAINAGE AREA \ \ \ \�/jT� 1 \�, \ \♦♦� \ \ \ \ \ \ \ \ \ I �I 6S \
\ \ �,�\ \ \ ck� ` \ CHECK DAM SEE SHEET OOG-01 FOR SPECIFIC PROP. 252 LF ` ,��/��- ♦ \ \ \ \ \ \ \ \ \� \ \ \, \I �\ 6\
\ �`l \ \ \ b� \ \ COG STD. 432 \ CONSTRUCTION SEQUENCE \ TREE PROTECTION/ \ \ \ I \ \ PROP. 41 LF SILT FENCE
\\ \ \ \ \\ \ PROP. 68 LF SILT FENCE'\ \ \ \ \ \ \ \ CONSTRUCTION FENCE `�""J \ \ ♦ ♦♦ I I I II \\ \ \ COG STD. 430 I \ \
COG STD. 430 \ \ �♦♦ I - \
� \ \ \ \ ♦♦ 1 TEMPORARY CLEAN � � \
ale \ \ \ \ `� \ �t \ \\ \ \ \ �: \ \ \ \ \ \ \ \ \ \ : ♦ �♦ \ \ I I t WATER DIVERSION, SEE \ \ ` -� -I - \
\ \ \ fie\ \\ o\v\ \\e\/ \\ \ \\ \ \ �\ \\ \ \ / \ \\\ 6\�d•sl sD I w / D CDETAIL
AIL I 1, SHEET 0400836 (f�805C-O6) I D-0I9
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♦♦���cn-. co I I I rn \�6
N, BREYANN,'Ob(fEL!MA
56.1`ANAIRPORTR(�05815C 6)4 op9 UHFIE�Dy)\ yX RC RTSQ41400 �9\\ \ ♦♦♦\ I0 1 1 qLF rD N7LA
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PB 1�G 555LOT 1 ez6P 17d4
♦♦♦\ \ GAR�GE
D8 1160, PG 111 . ACCESS PROP. 86 LF SILT FENCE'
-- --EASEMENT,-,
\ \ \ \ \ \ \ \ \ \ 9)t 2598, PG 2471DUKE ENER_�➢` \ \ \ \ ♦♦1R \ I I I I I I I I / / COG STD. 430—
\ 29P17"O\MEMO'RA\NDUM
-
- 008• E (P-0805C-06)
\ \ \ \ \ " ALFRED M. CRUTCHFIELD AND—
�\ WIFE,
CAMLA-9.-eRUTCHFIELD
\� \\ \\ \ \ 5536.JULIANAIRPORTRD
\ \\ \ 1 \ \ \6 1REID81093
SEE CONCENTRATED FLOW �,/
SEE CROSSING CONSTRUCTION �P-058,5C-06J l ITAM�jS K. G ORGVICH, I \ I SEQUENCE ON SHEET OOG-01 /�_`�' _ \
IANDIFEI I�� /' ' P� / / // / i/'' \---651
JUDIA N E. FOR VIC
606 CR TCHFTELDFORM�D I
PgREIDII74078 I ` ` PROP. 570 LF SILT FENCE
I DB 1950, PG 2104 � � I I\ / \•657COG STD. 430 PB 1-", PG 514, LOJ 2 to / \ I I \ / V / I
\ PROP. 88 LF SILT FENCE \ \ /' ' / / // / //� //%h0 �-' PROP. 45 LF TREE PROTECTION/ C
\ \ COG STD. 430 /j > \ \+ / PROP. 267 LF TREE PROTECTION/ // / / /// / / FENCE
\\ 1 I I \ / / CONSTRUCTION FENCE
`fl \ \ \ ��'> rWETL W- /
\ �� / / / _ _�=u�ai=- M_r.L ■fir-ir'■■�O�rr�.■■�,
grown
`�-"CQ�T�L Qt7�
2� \ \ \\ ♦ ♦♦ � �`/ � `\\
L D'� % ---f� \\ \��- ---
y _ / PROP. EROSION CONTROL MATTING - - \ SHE I \� \I _ \ �♦ �� .. r' _ /' �' .%'i��`S _ �/' / SFF I)FTAII 5/n4n_n3
/
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I I I °=
I I I I I I I
I
PROP. 139 LF SILT FENCE I g,
COG STD. 430 Ln
I I I� j Ln
J
/ I PROP. 67 LF SILT FENCE
t •• •/ COG STD. 430 I I
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GENERAL NOTES:
1. PREPARED BY SPATIAL DATA CONSULTANTS,
INC. AND BRADY SURVEYING COMPANY, P.A.
DURING THE WINTER OF 2015.
2. LOCATIONS OF EROSION AND SEDIMENT
CONTROLS MAY NEED TO BE ADJUSTED
BASED ON FIELD CONDITIONS.
3. CONTRACTOR SHALL NOT PERFORM ANY
WORK WITHIN WETLAND AND STREAM AREAS
UNTIL 401/404 PERMITS ARE RECEIVED.
4. NOT ALL KEYED NOTES ARE USED ON EACH
SHEET
KEY NOTES:
O20'x10' LAUNCHING PIT, TYPICAL.
2O 10'x10' RECEIVING PIT, TYPICAL.
OPROVIDE BERM WITH SILT FENCE ON OUTER
EDGES AROUND BORE/RECEIVING PITS TO
REDUCE INFLOW.
4O PITS SHALL BE DEWATERED USING SILT
BAGS BEFORE WATER IS REINTRODUCED TO
THE CREEK.
EROSION CONTROL NOTES:
1. CONSTRUCTION SHALL BE COMPLETED
DURING TIME OF LOW FLOW.
2. WEATHER FORECAST SHOULD SHOW NO
PRECIPITATION FOR 48 HOURS AFTER
COMPLETION OF STREAM CROSSING.
3. ALL AREAS WITHIN RIPRAP BUFFER SHALL BE
STABILIZED AS WORK IS FINISHED.
4. LIMITS OF DISTURBANCE WITHIN BUFFER
SHALL BE LESS THAN 40' IN WIDTH.
LEGEND:
50' BUFFER STREAM
EROSION CONTROL
MATTING
CONTRACT SHEET
26 OF 43
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission of
the City of Greensboro.
N o
rtn
8�
Carolina
,
www.nc811.org
City of Gree or o �c#er rounc
Locates I o uests
COG Water e rce 73-2033
GDOT Traf is _ — — 73-2606
COG/Guilf rd Co. Telecom — 73-2084
COG Water Supply_— — — —12�73-2569
73-5855
Tanks/Tr atment Plants GDOT Storm ater_— — —
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
ONects on this map shown with a
dotted Ilnestyle were not surveyed,
they were compiled by
photogrammetric methods,
available on the Geographic
Information System (GIS) software
used by the City of Greensboro.
.8000000% 40 0 40 80
DRAINAGE AREAS
HORIZONTAL SCALE IN FEET
SILT FENCE
0 TREE PROTECTION
— LOD - LIMITS OF DISTURBANCE
—TD— TEMOPORARY CLEAN
WATER DIVERSION
SILT FENCE ROCK OUTLET
WATTLE
TEMP STONE DITCH CHECK DAM
CONSTRUCTION ENTRANCE
PROPOSED TEMPORARY CREEK CROSSING DURING
CONSTRUCTION
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
REVISIONS TYPE
ROADWAY
SEWER
REVISED PER NCDEQ COMMENTS WATER
100% SUBMITTAL SIDEWALK
CONTRACT ICONTRACTORI AS —BUILT IAUTH. DATEI WATER AND SEWER PERMITS
2022-013C
JOB NO. P- 05805C CITY OF GREENSBORO
DESIGNED 11/2022 BY MAS WATER RESOURCES DEPARTMENT
CONST . SURVEY BY GRMS Phase IV Sewer Force Main Extension
16" FORCE MAIN JULIAN AIRPORT ROAD
CHECKED BY EROSION CONTROL PLAN
SCALE: AS NOTED STA 289+50 TO STA 310+00
04E-03
SHEET NO.
26 OF 43

-x=x—x—x ..—x—x
0088E (P-05805C-06)
ALFRED M. CRUTCHFIELD
AND WIFE,
CAMELA B. CRUTCHFIELD
5536 JULIAN AIRPORT RD
RC REID81093
L) I DB 2740, PC 17
PROP. 185 LF SILT FENCE \ \ \ \ \ \ \ \ 6S x
COG STD.430 Cgol— — — — — — —
-------Q
2S—
---- ---- 653-----
FD \ \ \ S \\
GRAVEL � � �\ \ \ \ \ \ \\ \ \ \\ \ � � 654------
— — — — — — — — — — — — —
6553—
�656--------------\\ \
\ \ o \ PROP. 82 LF SILT FENCE _ — — \ \ I \ — — — — 1
_
COG STD.430
�O
\ \ I
- ` \ OOSSE (P-05805C-06) _ 0089NE (P-05805C-06) I
TOYOTA BATTERY
ALFRED M. CRUTCHFIELD ti \ MANUFACTURING, INC.
CAMELA B. RC REID 75456
CRUTCHFIELD WIFE,\ � I
5536 JULIAN AIRPORT RD T DB 2810, P6 1704, PARCEL 40 I
RC REID 81093 \ ` PB 40, P618, RACTI
DB 2740, P617
I
1
PROP. 460 LF SILT FENCE
O
O
O
N
co
iY
cI
I
DIDno ()QF I C TDCC
0090NE (P-05805C-G66)
TOYOTA BATTERY
MANUFACTURING, INC.
RC REID 75455
DB 2810, P6 1704, (1) PARCEL 62
PB 40, P618, TRACT II
PROP. PERMAMENT CREEK
STABILIZATION WITH
MAINTENANCE CROSSING
COG STD. 214
PROP. TEMP CREEK CROSSING
DURING CONSTRUCTION
COG STD. 213
100-YR FLOOD ZONE
— PROP. EROSION CONTROL MATTING
SEE DETAIL 5/04D-03
LLB _ ,�` �`-� —� - _- --z _ I KCC F'KU I tzu I IUN/
Z _ _ _CONSTRUCTION FENCE
PROP. TEMP STONE DITCH
CHECK DAM (TYP.)
I— = __ ___=_—_= ______==_=�2-----=COG STD.432— _�r„r_T,.,.�T��_ -
_ T — PROP. WATTLE
=_==yam=_ COG STD. 457, TYPICAL
_ --- --- — --�ZM----f—_-------- --
r _
—-----—� _-- — GARDRA�L —f — _ ---
\ / \
— 650 =—=/e/45�_-
-M TIMT
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
l
PROP. 194 LF
/�( I 0"` 0"I �i1
�I �Go
, �N
J / PROP. EROSION CONTROL MATTING
SEE DETAIL 5/04D-03
�� C -----`mnf L- A --�-
EX R/W LINE —
\ �
i
PROP. 271 LF
TREE PROTECTION/ PROP. 470 LF
CONSTRUCTION FENCE SILT FENCE
n�� nTrnnn
\vp I V I � 64
�— 3
x ' x— X % —
_
x two to tp°� 6A2.��'■■■■■■■ ■■■■■■■..._�.■
ji
�;(v 01 6/39
PROP. EROSION CONTROL MATTING
_ — — — — SEE DETAIL 5/04D-03
U
PROP. PIPE OUTLET
\ ; CLASS 1 RIPRAP APRON —
\ LENGTH = 42 FT \\ \\
WIDTH @ END = TOB TO TOB
\ THICKNESS = 24 IN \� /
COG STD. 422 _
-- -------------- _--- PROP. 470 LF TREE PROTECTION/ CONSTRUCTION --- __-- ---
-------------- FENCE ---- ---
640 _--- --.------- -
----- -----FLUME
REVISIONS TYPE
ROADWAY
SEWER
REVISED PER NCDEQ COMMENTS WATER
100% SUBMITTAL SIDEWALK
GENERAL NOTES:
1. PREPARED BY SPATIAL DATA CONSULTANTS,
INC. AND BRADY SURVEYING COMPANY, P.A.
DURING THE WINTER OF 2015.
2. LOCATIONS OF EROSION AND SEDIMENT
CONTROLS MAY NEED TO BE ADJUSTED
BASED ON FIELD CONDITIONS.
3. CONTRACTOR SHALL NOT PERFORM ANY
WORK WITHIN WETLAND AND STREAM AREAS
UNTIL 401/404 PERMITS ARE RECEIVED.
4. NOT ALL KEYED NOTES ARE USED ON EACH
SHEET
KEY NOTES:
0 20'x10' LAUNCHING PIT, TYPICAL.
O10'x10' RECEIVING PIT, TYPICAL.
OPROVIDE BERM WITH SILT FENCE ON OUTER
EDGES AROUND BORE/RECEIVING PITS TO
REDUCE INFLOW.
4O PITS SHALL BE DEWATERED USING SILT
BAGS BEFORE WATER IS REINTRODUCED TO
THE CREEK.
EROSION CONTROL NOTES:
1. CONSTRUCTION SHALL BE COMPLETED
DURING TIME OF LOW FLOW.
2. WEATHER FORECAST SHOULD SHOW NO
PRECIPITATION FOR 48 HOURS AFTER
COMPLETION OF STREAM CROSSING.
3. ALL AREAS WITHIN RIPRAP BUFFER SHALL BE
STABILIZED AS WORK IS FINISHED.
4. LIMITS OF DISTURBANCE WITHIN BUFFER
SHALL BE LESS THAN 40' IN WIDTH.
CONTRACT SHEET
27 OF 43
SENSITIVE INFORMATION
Not to be copied or
disMbuted without the
express written permission of
the City of Greensboro.
o
rtlhli�na�
MN
City of Gree ro gc#er rounc
Locates I o j� uests
77\
COG Water e rce 73-2033
GDOT Traf is _ — — 73-2606
COG/Guilf rd Co. Telecom — 73-2084
COG Water Supply-- — — — — 73-5855
Tanks/Tr atment Plants I
GDOT Storm Water _ -- — 7,/t,73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
Objects on this map shown with a
dotted Ihestyle were not surveyed,
they were compiled by
photogrammetric methods,
available on the Geographic
Information System (GIST software
used by the city of Greensboro.
LEGEND:
50' BUFFER STREAM
40 0 40 80
EROSION CONTROL
MATTING
HORIZONTAL SCALE IN FEET
10 0 10 20
DRAINAGE AREAS
VERTICAL SCALE IN FEET
SILT FENCE
TREE PROTECTION
— LOD —
LIMITS OF DISTURBANCE
TEMPPORARY CLEAN
—TD—
WATER DIVERSION
SILT FENCE ROCK OUTLET
WATTLE
TEMP STONE DITCH CHECK DAM
CONSTRUCTION ENTRANCE
CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS JOB NO. P-05805C
DESIGNED 11/2022 BY MAS
2022-013C CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
PROPOSED TEMPORARY CREEK CROSSING DURING
CONSTRUCTION
14EAA
iZ 18
K
r'•����-gs`GIN�C
Mf0i.YA.�
I
CITY OF GREENSBORO 04E-04
WATER RESOURCES DEPARTMENT
GRMS Phase IV Sewer Force Main Extension SHEET NO.
16" FORCE MAIN JULIAN AIRPORT ROAD
EROSION CONTROL PLAN 27 OF 43
STA 310+00 TO STA 330+00

0090NE (P-05805C-06) 0091NE (P-05805C-06) N \ �' 0091NE (P-05805C-06) / \� 0091NE A (P-05805C-06) \
TOYOTA BATTERY ��` 1 CONTRACT SHEET
TOYOTA BATTERY � / TOYOTA BATTERY /'' TOYOTA BATTERY GENERAL NOTES:
MANUFACTURING, INC. MANUFACTURING, INC. 2� MANUFACTURING, INC. MANUFACTURING, INC. Q
RC REID 75456 i I ""� 28 OF 43
RC REID 75455 � POj � RC REID 75456 •. RC REID 75460
DB 2810, PG 1704, (1) PARCEL 62 DB 2810, PG 1704, (1) PARCEL 40 / _ _ / ,,, 1. PREPARED BY SPATIAL DATA CONSULTANTS,
0� col . � DB 2810, PG 1704, (1) PARCEL 40 DB 2810, PG 1704, (1) PARCEL 99
P8 40, PG 18, TRACT II I PB 40, PG 18, TRACT �\ �0 ,��j "PB-40, ei 18, TRACTI PB. UNREC-2016 (60' RIW I J INC. AND BRADY SURVEYING COMPANY, P.A. BROWN'S MEADOW RD) DURING THE WINTER OF 2015 'ti
Kok �4j' — / \ .
Q;
/ - - SENSITIVE INFORMATION
1 Q-: 'Y 2. LOCATIONS OF EROSION AND SEDIMENT Not to be copied or
I / CONTROLS MAY NEED TO BE ADJUSTED
\ BASED ON FIELD CONDITIONS. distributed Without file
3. CONTRACTOR SHALL NOT PERFORM ANY express written permission of
PROP. 887 LF TREE PROTECTION/ CONSTRUCTION \ I / WORK WITHIN WETLAND AND STREAM AREAS the City of Greensboro.
- FENCE PROP. TEMP STONE DITCH / UNTIL 401/404 PERMITS ARE RECEIVED.
- - � 100-YR FLOOD ZONE CHECK DAM I
PROP. 895 LF SILT FENCE 4. NOT ALL KEYED NOTES ARE USED ON EACH
COG STD. 430 PROP. SILT FENCE STONE OUTLET COG STD. 432 SHEET
O
O
O COG STD. 430, TYPICAL I +
+ PROP. 895 LF TREE PROTECTION/ CONSTRULTIONJ,W) O KEY NOTES:
FENCE L \
co
co _ PROP. TEMP STONE DITCH 120'x10' LAUNCHING PIT, TYPICAL.- R/SINE N INTER�4ITTENT / Q
- CHECK DAM STREAM \ I ,� _ I-
- _ ► I I =� =� EiF■ COG STD. 432, TYPICAL S-C-183-1— \ _ _ ` 1 4 U7 O 10'x10' RECEIVING PIT, TYPICAL.
\ \ ♦ ern- Gp v \ SS a` �� \ SS \ \ S� \ - 623- -622. l� 20 \ \ / / PROVIDE BERM WITH SILT FENCE ON OUTER
` - a' \ \ D D \ \ '¢�l' ♦♦ J o - -� �� �-'� \ } �� 7 - \ \ - \ / ti0 �69 - \ O ') O EDGES AROUND BORE/RECEIVING PITS TO
rn i m \ \ \ v� vS \ m - 1333+1, 0 \ \ \ ��� _ \ \ \ \� 35ti�IId� - 0 ' \ \ \ \ \ \ \ \
635- cr I I I I \ \ \ \ \ ♦ \ \ - / i (�` 6 6 \ \ T \Z\ o I rn I - REDUCE INFLOW.
- - 636- \ \ BIZ t City of Gree or er round
- - �) 1311 �00 \ \ x X— - - \ \ + co •� Locates I o uests
50 'a' rn .� _ / / \ \ It �0 / r^ O PITS SHALL BE DEWATERED USING SILT
+00 — — — — — -- `6q.� So v� v \v \\�v� \\ \ �v� \ �i� S \ S \ \ S \ \ S x \ - . , v` COG Water e rce 73-2033
�30� 6 . \ \\ \ s� \ N m \ s \ \ \\so, \� �s \ \\ems \ \ �� \ 6�0\ �_ D wI _ / -
-ONTO �CC SSA s' 9 \ \ ♦� \ \ \ \ \ \ \ EX•�R LIN 6c' \ / THE CREEK. WATER IS REINTRODUCED TO GDOT Traf is _-- 73-2606
%max E NCE� OLL D \ \ \ \ \ \ ♦���� \ ■■ ■"•• \ \ \ -♦ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / \ o \ \ P/D92 L
W0� wTRE � / I ` ■■■ � ♦■ter \ \ \ .'� \ \ \ -J COG/Guilf rd Co. Telecom — 73-2084
_* I ��■■■ •• ♦ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ �\ / — — �\ \ 1 \ y 8 COG Water Supply - — — — —— 73-5855
` 641— _ _ % ■ • r\ \ ♦� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / \ \ 4 2\ \ \ \ ♦ Tanks/Tr atment Plants
■■■■■i■its■■■■■■■■■■■■■■■■■■■■■■■■•f■■■�■■■� `— — — — _ — — — — — _ GDOT Storm r---- 3-2569
- - - - - _ _ - - - - _ s'"�■■1r ■ \ \ \ \ \ • EROSION CONTROL NOTES:
----- ����� - --------- -=%yam ���� X-,*EN ■�.■l�■■■����■ \ \ \ 1 / / WOODS*"
\ \ \ \ \ \WETLA � /
\ m ate 7
��rrr.r\\ \ \\ \ \ I\w�-1V3- /(•
/ WO �
------ __-_____—________-� j�� _-sue■.■ \ \ �_ ----- / \ \ \ \•/ • 1. CONSTRUCTION SHALL BE COMPLETED
11J-_-_-_----- _--_--_ _-______ ==== - —_—_ �__- __=�- _-_� ��� �■ _------ - \ \ \ \ \ \■ y/// / /I/ / ,�J DURING TIME OF LOW FLOW. NPDES
_Uj
_ _ _ _ _ _ _ __ ■ f,� /
-' - • • i ■■i i■i■�■i■�■�■■■�■ ■■■■■■ \■■,■ '■�■ �I■I■�� �8� _ // \ I IZ 2. WEATHER FORECAST SHOULD SHOW NO '
------ - — -`� — — — — __ —__- __ ------ ----------- — .� , ��" ,� I General Permit
_ _----- ---- _-- _ -_-- - / / ��� ij -► PRECIPITATION FOR 48HOURSAFTER
U------- ---------__--_ ---_ FLUME �- -___-- -_-_ --l / \ ��������_ - _��/9'/ \ I= COMPLETION OF STREAM CROSSING. '
Applies
----_ - -- --- --� _ --_ __ - __ _ --- - _ — - -_ -_----_ -_--_ _ _ Q 3. ALL AREAS WITHIN RIPRAP BUFFER SHALL BE
- - -- - - -
= - _ STABILIZED AS WORK IS FINISHED.
t-�- _ _- - - 4. LIMITS OF DISTURBANCE WITHIN BUFFER DISTURBED AREA
' SHALL BE LESS THAN 40IN WIDTH.
14.76 AC
_------- _ ------
-----------------
\_--I�+1v=62b.95- -- _ _ _ _=__ _ =-----------� - ��� GIS DISCLAIMER
E— = _ — _ -------------------------------------------- -- ��' \\ Objecisonthis map dvmnwith a
------- ------- --__-_ ----- __-- __- --_-----------� ---- ,�� _7 _---_�� \ dottedllnedylewererotsurveyed,
_Iv2a. z50f'� 6� —t- Ihfy=&�. 58 — \ 1 they were compiled by
----____—/ �I`—\\ \ \ photoprammetitcmethods,
--- --- — — — -- ------ --- - — --- ------ _-- b-,l 1— — _ nTf-1\ available onthe Geograph�
Information System (GIS) software
used by the City of Greensboro.
\ 1
LEGEND:
1
50' BUFFER STREAM
\ 1 I
EROSION CONTROL 40 0 40 80
\ \ MATTING MNiiiiiiiiia
I■■■■■■� HORIZONTAL SCALE IN FEET
■ DRAINAGE AREAS
\ SILT FENCE
\ \ PROP. 1044 LF TREE PROTECTION/ CONSTRUCTION TREE PROTECTION
FENCE - LOD - LIMITS OF DISTURBANCE
PROP. TEMP CREEK CROSSING PROP. TEMP STONE DITCH
100-YR FLOOD ZONE DURING CONSTRUCTION CHECK DAM O yTDy TEMOPORARY CLEAN
COG STD. 213 COG STD. 432 WATER DIVERSION
PROP. 985 LF SILT FENCE
I PROP. 456 LF SILT FENCE
PROP. TEMP CONSTRUCTION ENTRANCE COG STD. 430 SILT FENCE ROCK OUTLET
PROP. PERMAMENT CREEK w w COG STD. 430 M WATTLE
COG STD. 436 STABILIZATION WITH Ea
-
PROP. 995 LF TREE PROTECTION/ CONSTRUCTION MAINTENANCE CROSSING TEMP STONE DITCH CHECK DAM
p �
FENCE / � COG STD. 214 `
CONSTRUCTION ENTRANCE
v V r
M
�I _ 1 ■ 9 C_- J y*U� J PROPOSED TEMPORARY CREEK CROSSING DURING
—34�+da \ \ \ ��/- CONSTRUCTION
I \
UUG6IU.432
_ 1\ 42 RCP—
Inv_In 60
V ��---- ___--- ---_— �� _
_ — — � SIGN
IGG SIGN _-------- `-
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Inv_ In 608.>a9•� --_ -- -- ---- ---- ---- —_ - --- — —
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- — — — — — — — — — - - - - - - - - - — — — — — — — — — - - - - - - - -
_------ -------------- ------ -----� �J�-- —� _ --= 24_�GP— — —
r r SIGN �I�N-------------------- _-----_ --- —---��-- ________Lf�l\L=E�,j� �� %��� _ — _ �R€€- --
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
REVISIONS TYPE
ROADWAY
SEWER
REVISED PER NCDEQ COMMENTS WATER
100% SUBMITTAL SIDEWALK
CONTRACT ICONTRACTORI AS -BUILT IAUTH. DATEI WATER AND SEWER PERMITS
2022-013C
JOB NO. P- 05805C
DESIGNED 11/2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
I K
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
GRMS Phase IV Sewer Force Main Extension
16" FORCE MAIN JULIAN AIRPORT ROAD
EROSION CONTROL PLAN
STA 330+00 TO STA 350+00
-04 oFess�p
Z ¢ EA
0z v� /aok
ygG I Ele0ji WOO
04E-05
SHEET NO.
28 OF 43

O
O
O
Lo
M
_o
0092NE (P-05805C-06)
TOYOTA BATTERY —
MANUFACTURING, INC. `
RC REID 75460
DB 2810, P6 1704, (1) PARCEL 99
PB. UNREC-2016 (60' R/W
BROWN'S MEADOW RD)
PROP EROSION CONTROL MATTING
SEE DETAIL 5 SHEET 04D-08
(NCDOT STANDARD 1631.01)
PROP. 1,105 LF SILT FENCE
COG STD. 430
W061=121►�1a91[e7►1a911ri1MM
CHECK DAM
COG STD. 432
PROP. 762 LF TREE PROTECTION/ CONSTRUCTION
FENCE
/
0093E (P-05805C-06)
NORTH CAROLINA RAILROAD
HOLDINGS I, LLC
5990 STARMOUNT RD
RC REID 75464
DB 2489. PG 887. PARCEL 32
PROP EROSION CONTROL MATTING
SEE DETAIL 5 SHEET 04D-08
(NCDOT STANDARD 1631.01)
PROP. 108 LF TREE PROTECTION/ CONSTRUCTION
FENCE O
O
O
PROP. 387 LF SILT FENCE
COG STD. 430 Q
PROP. 1,060 LF TREE PROTECTION/ I� j
CONSTRUCTION FENCE
U 51— _ — -
0.48 A C
0•26 _ - - - 358+0 \ i
_ \ 3
0.7g AC =x—. —x F - _ - Fl
aP a y / ---
/s3 1 00 \ \ 6 - _ \63 - / / - - _ _ _ -WOV ilE FENCE '— .
(O 7 WIDE ENQ
/6� 6 % / -- ---- \ 640 \-----/_�------i(-R%W L— 9 `\ 1
=642-- 642-_�'` \ /� _\o� ___ /----------_ — ��� I I I I m I M I N to I II
mass
■■0.11
u■■■■■■i■:■■■■ _ _ _
650 - J/
w ____ — —_- -- _ -_ _ — -_- _=-_-_-_-_=__--__________________________________________ _______________-_-_-_-_-_-_-_-_ - - \ _
J =-_ _ ----- --_--------------------YECL ME-- ------ ------------------ ---_= Q
_635___ _ ------ - ------------- =628.76-------- —
(� _ --_ -iJ-= -_---- __--- -_----- ----------1TOP=67 - 635
Q-�- - 630 _ _- _----- _--- ---- ___�- -�— =_-- --- - - - - c�=r r- =— - --- ---__- =--- ---- ---- ----- ----
___-- US 421 (NORTH D�_ — — ---_ ---
----------------- _-_--- -- _---- --------_ _ ----=__
=----------------------- -- ------------_ — — — — �v 6(----------- —-------------------_—_—_ _ --- ___ — — — --_
_— 630 — _ — — — — — ---- — —---_ ------ ------ ------ _----- _----------____----�—
--- _ =j 630 —__— _ _18' RGP -_-------- _- _ — —__—_ — — __ ------------__
- �_--- ------ - --- —------- _TR-- -----640
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��� _ 635 — ------ __---_- — _ — ------------------- `____ - \ -- --\-\ -
O
O
0
CO
co
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PROP. PIPE OUTLET
CLASS 1 RIPRAP APRON
LENGTH = 36 FT
WIDTH @ END = TOB TO TOB
THICKNESS = 24 IN
COG STD. 422
PROP. TEMP SILT CHECK DAM (TYPE
AN A-r DIDC nI ITI CT
INTERMITTENT
STRF"'
\ ' L 0093E (P-05 C-O6)
NORTH CAROLINA R LOOAD
"l-IOLDINGS I, LL
599(2,STARMOUNT RD\
RC REID 75464
D8 2489`R68N87, PARCEL 32
Id T.1.7.1 7.T-411rl111r�T.l\Ind t.1=�I rr Wr 1\rAQ
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--� ------ ---- --- ---- ---- --�- __=_------------J-----------�- ` - ------ --------------- -- ---- — —635 ----- - --
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----_ __ _ _ ........................� 421 (NORTH BOUND)..I_o.r
— — — U
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------------= ��----------------`— —___ =�---— — — — — — — — — — — —
LT
- - - - - - - - - - - - - - - - - - - - - — — — ——INV=631_76� ME ------------ ------------------------------------- - - - - - - - ----
-------------------- ------
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
REVISIONS TYPE
ROADWAY
SEWER
REVISED PER NCDEQ COMMENTS WATER
100% SUBMITTAL SIDEWALK
------------------------
- — — — — — — — — — — — — — — — — — — —
640 —
CONTRACT ICONTRACTORI AS -BUILT IAUTH. DATEI WATER AND SEWER PERMITS
2022-013C
I
Iz
JOB NO. P- 05805C
DESIGNED 11/2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
GENERAL NOTES:
1. PREPARED BY SPATIAL DATA CONSULTANTS,
INC. AND BRADY SURVEYING COMPANY, P.A.
DURING THE WINTER OF 2015.
2. LOCATIONS OF EROSION AND SEDIMENT
CONTROLS MAY NEED TO BE ADJUSTED
BASED ON FIELD CONDITIONS.
3. CONTRACTOR SHALL NOT PERFORM ANY
WORK WITHIN WETLAND AND STREAM AREAS
UNTIL 401/404 PERMITS ARE RECEIVED.
4. NOT ALL KEYED NOTES ARE USED ON EACH
SHEET
KEY NOTES:
0 20'x10' LAUNCHING PIT, TYPICAL.
O10'x10' RECEIVING PIT, TYPICAL.
OPROVIDE BERM WITH SILT FENCE ON OUTER
EDGES AROUND BORE/RECEIVING PITS TO
REDUCE INFLOW.
4O PITS SHALL BE DEWATERED USING SILT
BAGS BEFORE WATER IS REINTRODUCED TO
THE CREEK.
EROSION CONTROL NOTES:
1. CONSTRUCTION SHALL BE COMPLETED
DURING TIME OF LOW FLOW.
2. WEATHER FORECAST SHOULD SHOW NO
PRECIPITATION FOR 48 HOURS AFTER
COMPLETION OF STREAM CROSSING.
3. ALL AREAS WITHIN RIPRAP BUFFER SHALL BE
STABILIZED AS WORK IS FINISHED.
4. LIMITS OF DISTURBANCE WITHIN BUFFER
SHALL BE LESS THAN 40' IN WIDTH.
CONTRACT SHEET
29 OF 43
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written permission of
the City of Greensboro.
WN
8�
Carolina
,
www=811.org
City of Gree oro er rounc
Locates�e�
nests
COG Waterrce 73-2033
GDOT Traf is _ — — 73-2606
COG/Guilf rd Co. Telecom — 73-2084
COG Water Supply_ — — — — — 73-5855
Tanks/Tr atment Plants
GDOT Storm ater_— — — 73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
ONects on this map shown with a
dotted Ilnestyle were not surveyed,
they were compiled by
photogrammetric methods,
available on the Geographic
1111formatlon System (GIST software
used by the City of Greensboro.
LEGEND:
40 0 40
50' BUFFER STREAM HORIZONTAL SCALE IN FEET
EROSION CONTROL
MATTING
DRAINAGE AREAS
SILT FENCE
TREE PROTECTION
- LOD -
LIMITS OF DISTURBANCE
_TD—
TEMOPORARY CLEAN
WATER DIVERSION
SILT FENCE ROCK OUTLET
WATTLE
TEMP STONE DITCH CHECK DAM
<
CONSTRUCTION ENTRANCE
`.,•N CARO
% 04 oF�ss�a
EA
18
K A J ■'
rrr••,/t�•7 'G t f4j/�
7�.. Mf0i.YA..
t.,�►
:1'
g I
CITY OF GREENSBORO 04E-06
WATER RESOURCES DEPARTMENT
GRMS Phase IV Sewer Force Main Extension SHEET NO.
16" FORCE MAIN JULIAN AIRPORT ROAD (� EROSION CONTROL PLAN Z7 OF 43
STA 350+00 TO STA 370+00

_ cy�
0093E (P-05805C-06)
NORTH CAROLINA RAILROAD
\ HOLDIN65 I, LLC / h \
\ 5990 5TARMOUNT RD L
RC REID 75464 \ \
DB 2489, P& 887, PARCEL 32
/
40
45 \ \ \ \ 100-YR FLOOD ZONE
\\ \ \ \ \ \ j // PROP. 201 LF TREE PROTECTION/ CONSTRUCTION / •601
O / / / - - - - \\\ \ \ \ \ \ PROP. 1,095 LF SILT FENCE / // FENCE -6p9'
CD
\ �\ \ \ \ \ COG STD. 430
c j PROP. TEMP STONE DITCH
i
DODSONS LAKE _ / / , 611
/-\\ \\ \ \\\ \ \ \ \ \\ \ 11 WE 601.2 CHECK DAM
Q \ (O \ \ \ \ \\ V \ \ \ I I P-A-183-1 100-YR FLOOD ZONE _ __ _ ��� COG STD. 432, TYPICAL
TT
EDGE OF PAVEMENT W h / / �` / / - _
c =j
IS TOP BANK �� , / �<� - / SENSITIVE CONSTRUCTION AREA
\ \ O
to
LU \ CIINCRETE FLUME
T— — — Weo
�_ _ - - - - i - - - - - -PROP. 700 LF TREE PROTECTION/ CONSTRUCTION = _ -
F- _- — =�___= �___ — =— Z FENCE -_-
--= — — = ___ — — = �_ _ � =
--- --- — _ 5=—f _ ------------------ ---=r= _ — — �n��11.g2--�
__ = = � _— —_ -- —__ — = = =� =� ____ —— =__= _____====1=
---- =- = = _ _ �.- - = - _ _- -�
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��\ \
(xsection — ' --US 421 NORTH B UND
\ heet 152 0 \ \ \ \ \
— — _,of 253) I / ■
— — — — — ------ _ _ _ _ — / -- _-- _ _ — —— — — — — — — — — — _ _----------- _ _—------_--_---_-------_—_— _ _ -
-------7� _ _ — ____ — — — —---____ ----- --- _ ---- _ --- — — --
_FM
-ItdV-636.fs5y-------- ----------- - - - __----------
GENERAL NOTES: CONTRACT SHEET
30 OF 43
1. PREPARED BY SPATIAL DATA CONSULTANTS,
INC. AND BRADY SURVEYING COMPANY, P.A.
DURING THE WINTER OF 2015. SENSITIVE INFORMATION
2. LOCATIONS OF EROSION AND SEDIMENT Not to be copied or
CONTROLS MAY NEED TO BE ADJUSTED
BASED ON FIELD CONDITIONS. distributed witholtt tale
3. CONTRACTOR SHALL NOT PERFORM ANY express written permission of
the C of Greensboro.
WORK WITHIN WETLAND AND STREAM AREAS
UNTIL 401/404 PERMITS ARE RECEIVED.
-so4—
4. NOT ALL KEYED NOTES ARE USED ON EACH
XySHEET
Q KEY NOTES:
L O 20'x10' LAUNCHING PIT, TYPICAL.
10'x10' RECEIVING PIT, TYPICAL. /
Vj- •\ / PROVIDE BERM WITH SILT FENCE ON OUTER
/ O EDGES AROUND BORE/RECEIVING PITS TO
I �/ \/N REDUCE INFLOW.
City
ate7atment
of ro er 119( round
PITS SHALL BE DEWATERED USING SILT7
BAGS BEFORE WATER IS REINTRODUCED TO
(� COG Waterrce 73-2033
THE CREEK. GDOT Traf _-- 73-2606
COG/Guilf. Telecom — 73-2084
\ \ ' COG Watery_ — — — — — 73-5855
\/Tanks/TPlants
O� \`/7�EROSION CONTROL NOTES: GDOT Storr73-2569
ti/ y _1
V,G —q- SI
SA Y.
\ \ OPEN CUT AND . \�S\%^ \ 8\� I \ \
REPAIR GRAVEL
\ \ DRIVE (3.52 TON)\
0093E (P-05805C-06)
/ PROP. 90 LF SILT FENCE NORTH CAROLINA RAILROAD \ \ \ \ s \ \ qC
COG STD. 430 HOLDIN65I, LLC \ \ \ \ \ \ �`fl \ II I \ \ ` SEE CONCENTRATED FLOW - I
Q I I 5990 5TARMOUNT RD 1 / \ \ \ \ s / \ \ 1 I CROSSING CONSTRUCTION
+ RC REID 75464
599 Is,�� \ \ \ SEQUENCE ON SHEET OOG-02 - _
cop I II -I- _ \ D8 2489, P6 887, PARCEL 32 \ 1 \ \ s / I \ \ \ \ I \ \ \
PROP. TEMP STONE DITCH-
/ I \ \ CHECK DAM o \�------I--'/-
( / PROP.313LFSILTFENCE
COG STD. 432 TYPICAL
00 C COG STD. 430 \\ ► \ \ \ \ / \\ \ 1 n \ \ \ \� I\\\ \ \\ - _ _
�■■ \ `s�� \ \ PROP. 97 LF SILT FENCE
,�� _ • \ \ 100-YR FLOOD ZONE i
COG STD. 430 F
\, I• \■■ ` S \� \ / / \,\\\ \ (/ /j ✓,_ \ \ \ PROP. 577 LF SILT FENCE-
\ \ ■■■■ \ S9 93 s / \ I I� / I y \ \ ,9 COG STD430
� S .
0.2
\ENNIA� \\—
\ IMA THA BLALOCK HUMBLE,
MBLE,
1 4PLIFE E5TATE
0STREAM/ �9585TARMOUNTRD0 013 C REID 75474
BOOK 83E, PAGE 25
.--- i------ _ _ _ _ L / Mph \ \ �/ � � \ \ 100-YR FLOOD ZONE
PROP. 700 LF TREE PROTECTION/ CONSTRUCTION
_ FENCE i �� ■■■g■■■■■■■■ ' ^/ l / —F� / _ 2 \ 4 — \ I J I �Z l J 00 /
AMC —FOCI FOCI FOC--MC--FOCI—FOCI FOCI—FOC ` �■■■■■-1■.Yi� _ TOP OF E WAL ' w
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�— / / / / �_ �_ / / / _ / •■ ■■■ ------ AND 24 ^ \ / J /SEE CONCENTRATED FLOW
■■■%----■ -t - - ��ac- - - - - - - - - - R \\ �\ �3 / \ \ / °� CROSSING CONSTRUCTION p -- �- �2 SEQUENCE ON SHEET OOG-02
POC
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r POO
I T OF ALL 7'1
APPHU INV. 8.2' \ \ �� \ \, / 'fir `■ i \ \ \
CTE
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\ 604 MOUNT RD W W I I / PP \ I \ ' \ 1 I I I 1 I \ \ \ \ _ \ \CD
S
RC REID 754 \ I I I — — \441
1 DB1962 n\ s p^ Z
PROP. WATTLE
/ W Ile/ I I I I \ ` \ \\ \ \\ COG STD. 457 (TYP.) �V
HER Engineering, Inc. REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH . DATE WATER AND SEWER PERMITS JOB NO. P- 05B05C
of the MCBELarLicen ROADWAY DESIGNED 11/2022 BY MAS
NCBELS License No. F-0116
Cha otte, Church 8202 2075200 SEWER 2 0 2 2 - 013 C
704.338.6700 CONST . SURVEY BY
REVISED PER NCDEQ COMMENTS WATER CHECKED BY
100% SUBMITTAL SIDEWALK SCALE: AS NOTED
1. CONSTRUCTION SHALL BE COMPLETED
DURING TIME OF LOW FLOW.
2. WEATHER FORECAST SHOULD SHOW NO
PRECIPITATION FOR 48 HOURS AFTER
COMPLETION OF STREAM CROSSING.
3. ALL AREAS WITHIN RIPRAP BUFFER SHALL BE
STABILIZED AS WORK IS FINISHED.
4. LIMITS OF DISTURBANCE WITHIN BUFFER
SHALL BE LESS THAN 40' IN WIDTH.
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
ONects on this map shown with a
dotted lirlestyle were not surveyed,
they were compiled by
photogrammetdc methods,
available on the Geographic
Information System (GIST software
used by the City of Greensboro.
40 0 40
MMVE
HORIZONTAL SCALE IN FEET
LEGEND:
50' BUFFER STREAM
EROSION CONTROL
MATTING
DRAINAGE AREAS
SILT FENCE
TREE PROTECTION
- LOD -
LIMITS OF DISTURBANCE
TEMOPORARY CLEAN
—TD--
WATER DIVERSION
SILT FENCE ROCK OUTLET
WATTLE
TEMP STONE DITCH CHECK DAM
CONSTRUCTION ENTRANCE
`.,•N CARO
OFES51a
~ � Q
Z D
K A J ■'
rrr••,/t��7 'G t f4j�
7�.. M. YA ►,
:1'
K-
CITY OF GREENSBORO 04E_07
WATER RESOURCES DEPARTMENT
GRMS Phase IV Sewer Force Main Extension SHEET NO.
16" FORCE MAIN JULIAN AIRPORT ROAD
EROSION CONTROL PLAN 30 OF 43
STA 370+00 TO STA 390+00

•
THA BLALOCK HUMBLE, / i (3.52 TON) OPEN CUT
AND REPAIR GRAVEL DRIVE ,1 .•�•• \
LIFE ES TA TE f 1
THOMAS FRANKLIN WHITESELL \
958 STARMOUNT RD AN
RC REID 75474 D WIFE KATHY CHURCH WHITESELL i \
/ • LL BOOK 83E, PAGE 25 � � 1 5902 STARMOUNT RD \
/ RC REID 75476 i
1 DEED BOOK 1939, PAGE 1917 •
j PROP. TEMP ROCK PIPE yy. INTERMITTENT • \\
INLET PROTECTION STREA •
j COG STD. 453 yyy y y S-E i \
/ � I y yy y •
yWEiL y �y • \
Ii II I y - II/1 /•�j /� /% / / � / �/ / / // l// i \\ II PROP. TEMP ROCK PIPE
INLET PROTECTION
O / COG STD. 453
\ \ \
LLIA\ M 5,
O PROP. 334 LF TREE PROTECTION/ \ LYNDA C. D+ E STARECONSTRUCTION FENC547 RC
F- i �OAP /�///%� IIII \ ♦ / // / / I ' / I 1 yy �y' \ \ I I ■ / //I /(/ / / // // // // //// // // // //(/(\ / II\ \ 1 \
\ 9\, PACE
OPEN CUT AND DED BOOK / �
Q REPAIR GRAVEL
5\006 (4.54 TON) CLEANWATER
♦ PROP 97 LF SILT FENCE�♦, F�P�� 1,SN�E \ //� /IIII \\ \ ♦♦ SHEET 04D-06 / / /lI� l l I I y y /� COG STD. 430 P- 0O-\ � - \P\ \� sO9, L\'TD -.QQi5f. /�y///////////I.' ¢Q-O--I I~III II 1♦ ♦I ♦� \ / / // / / // // // / / / / // // l l l lII I acuO ,/ cny /occO>n / - \ Jco \ —0� �t�poI ►o I I OH �/P
\ c�B\ \
QO 4P
OH/PTOH P OH/
H / �"'0H P I
%A
J 0 /P d+
dWP OH/p H/P OH�O/P7- 10,0' RECEIVING PIT
o
0)Cy) IN)
� pl I \
rn�Nrns 1 \
,p
1 4
3-
S
'X (n
r — NV5�2_2 Fee �FBoc- r -�"- —� 50 �-R —— — — — — 1—
T �OC =F0 woe Foc Foc Foc— FOCI fac— FBC' Foci--'Foc7—Fac—, � — / _ FOC��T I-oG� �E' �- Fw� f - Ff�� Poc>— FOc
T T T—T— T'—T—TTt T�- TT� _T T��T—T—T�-7—� r /I � 1�L li-TTT T —T,—
0)0 o0\ i■■ ■■■■■■■■■■■_-WEG■ ■ ■
r—♦iaaart s as 14 . a sai f �■ ■tr■i r ■tea~�rrr■ r +
------- ------ w-------------
■ ■
NV
~ \ \ \\ PROP. WATTLE \ ) \ > / 1 20'x10' LAUNCHING PIT\ t / -■■
OG STD. 457
C- - /-/�- �� III I■I o 1 \ 11
n tiocoPROP EROSION CONTROL MATTING.4 (3)PROP EROSION CONTROL MATTING o o
wo�
SEE DETAIL 5 SHEET 04D-08 vI SEE DETAIL 5 SHEET 04D-08 IZ
(NCDOT STANDARD 1631.01)
(NCDOT STANDARD 1631.01)
05F-061
bII \002 P-0P�. wALI 1I \ II \\\ \ \\ \ \\ \\ \\\ \\ PROP. 47 LF SILT FENCE 'Co
U
)/041)
\ , DU NE
COG STD. 430 h � ALDwFE
SL
DDt
PROP. WATTLE Q754\ - - - - - - - - \LV9a,p(P-05805C-06) 2`PG Q \ \ \ M01ChARD,�LC - _ — — _ _ / / � // // �/ // / //// // \ �y// I I I \ \ \\ \ \ � / COG STD. 457, TYPICAL 1 \ \\ \
RC REID 82926 III(A(l�( \ 1 I I \ \ \ \ 1 / I I 1 I \ \ — o — — — — — _ / \
DEED BOOK 2438, PAGE 1149 0 o
PLAT BOOK138, PAGE68 PROP. TEMP STONE DITCH PROP. 438 LF TREE PROTECTION/ CONSTRUCTION 0002 (P-05805F-06)
CHECK DAM FENCE
COG STD. 432 I DUAND WIFE
LL \ —
\ CAROL 5. WALL
PROP. 104 LF SILT FENCE RC REID75472
COG STD. 430 I DB 2242, PG 407
1
I
1 ► /
\ I
� I /
\ I JIMMY J. WHITERKER / JIMMY J. WHITERKER
AND WIFE AND WIFE
I 5JA GLOBAL I NELMA J. WHITERKER l NELMA J. WHITERKER
I ADVISORS, INC I 5820 STARMOUNT RD 5820 STARMOUNT RD
O 5840 STARMOUNT RD \ / RC REID 75486
DEED RC REID 75485 RC REID 75486
D BOOK 1664, PAGE DEED BOOK 1664, PAGE
\ I DEED BOO1496
K 6786, PAGE I ' PLAT BOOK 59, PAGE 37
\ I PLAT BOOK 59, PAGE 37 I PLAT BOOKK 5 59, PAGE 37 /
I Q
\ \�
PROP. TEMP STONE
CD DITCH CHECK DAM I /� / I PROP. WATTLE \ \ I / I \ \ \\ \ \\ \ \\\ \ \ °'
►\ \ 1\ \ \ 1I \ I I ( \ \ I I \ \ \\ \� \s ` so7 _ - \ \ \ \\ \ \ o
.� COG STD. 432 \ `) \ \ \ I \ I \ COG STD. 457, TYPICAL \ I I ( \ \ \ �\ 6 10 \e - - _ _ _ _ _ - \ l ) \ \ \\ \ \ +
I \ I rn \T s .9\\ -- _ p9 / / / / \ i p
p0 a" \ \ \ , \ \ ,� / % `- \ \ ` I I I , I r.— \ I t \ \ \ �, rn �', o "'P \ \\ \\ _ 6
n \ �I hl I rn \\\ \\ _ ~-
9 LO 6� \ I iW W W �� 1 ti I I N N N Z,� N 6`N N N� N \ _ / / O/ ?; 1 / / d
I �1\ II o ' a'WI rn� w �wIM �`" n w ro o IIM I5 I 6\CD GO v rn s v \ \\ \\ i� ---'� <o O p� o� `\r\/^\
Q I i I \ \ \--- �� �---- — — Q
\\N \ D ,� �, W / / / / l Ill Iw I\\ \ / �) / / ) I \ \�� �� ►-
S i i i i h S
II \ \ I t \ _ % — 1
�� I II / I" \ 1 \\ I�w�l \ / / Il l/I/ I'QI \\\ / _-//�_ l / / / / �' -- -- _ / �- J -- ern,\ \C0
Ile
■■ ■�■■■■■■�t \.ate■ ■'G■ RI•■■■■ a■■■■■_L■...- a "40 saw■au a■ 'E■■'Ea
406 60 / / +
FM—
xElm— — _ \ \ \ \ \ — \` \ x—x—xx z
L ♦ \ - — _ 1 \ \ x x x x x 1 \
_ \ x x
INS
{I\
O/ OH
9CIE-
J \ \ \ \ \\ \ \ \ l\
\ l \
ell
\\ \\\ \\ \\ \ \\ \\\\ \\\\ \\ I \ \\\
PROP. 239 LF SILT FENCE \ \
COG STD. 430 \ \ \ \
I \
IOPEN CUT AND REPAIR
GRAVEL DRIVE
(6.38 TON)
I
I
I
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
OH/P OH/P OH/P OH/P 1 OH OH/P OH/P OH/P /P OH/P OH `�.OH/P OH/P OH/P OH/P OH/P OH/P OFi/P OH% OH/P OH/r �� OH/P��-SN/� OH� �iBH/P—M1\/P� 011/ OH/P OH/
♦ \ \ \ \ \ \ N e O o o '„`r`� ■ ■ rn \rn \ ■ a
\ ♦ \ \ \ 6� N N 1 6` 6� rn a� .. of LL1
♦ \ \ \ S sc� n \ \ \ I \ \ ' \ N\ 1 o�■■ifi■■.o■■■■�■■■� �■■■■■g■■■p■gO ■■sue■ ♦ 1z
\ \ \MEN T %" / l / l // / / /� 1 1 // 2
\ no
PROP EROSION CONTROL MATTING \ \ \ \ \ \ \ \ \. I / / / / / \ I 0
\\ \ SEE DETAIL 5 SHEET 04D-08 `\ \ \ \ \ \ \ \ \ \ \ \ \, �- t� I 1 I // / / / / / / / / / / / I I I-
\ (NCDOT STANDARD 1631.01) \ \ \ \ \ •l / / / / /
\ \ \ \ \ \ \ \ \ \ \ \ SENSITIVE CONSTRUCTION AREA
PROP. 95 LF SILT FENCE \ \ \ \ \ \ \ WITHIN LOD OF DRAINAGE AREA
COG STD. 430 r \� \ \ \ _ \ \ \ \ \ \ \ SEE SHEET OOG-01 FOR SPECIFIC
\
CONSTRUCTION SEQUENCE
OPEN CUT AND REPAIR ♦♦♦ ..���•
GRAVEL DRIVE (3.78 TON)
'•••����� ��.���•••• PROP. 438 LF TREE PROTECTION/ CONSTRUCTION
��� ♦�� FENCE
REVISIONS TYPE
ROADWAY
SEWER
REVISED PER NCDEQ COMMENTS WATER
100% SUBMITTAL SIDEWALK
CONTRACT ICONTRACTORI AS -BUILT IAUTH. DATEI WATER AND SEWER PERMITS
2022-013C
JOB NO. P- 05805C
DESIGNED 11/2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
GENERAL NOTES:
1. PREPARED BY SPATIAL DATA CONSULTANTS,
INC. AND BRADY SURVEYING COMPANY, P.A.
DURING THE WINTER OF 2015.
2. LOCATIONS OF EROSION AND SEDIMENT
CONTROLS MAY NEED TO BE ADJUSTED
BASED ON FIELD CONDITIONS.
3. CONTRACTOR SHALL NOT PERFORM ANY
WORK WITHIN WETLAND AND STREAM AREAS
UNTIL 401/404 PERMITS ARE RECEIVED.
4. NOT ALL KEYED NOTES ARE USED ON EACH
SHEET
KEY NOTES:
O20'x10' LAUNCHING PIT, TYPICAL.
O10'x10' RECEIVING PIT, TYPICAL.
OPROVIDE BERM WITH SILT FENCE ON OUTER
EDGES AROUND BORE/RECEIVING PITS TO
REDUCE INFLOW.
4O PITS SHALL BE DEWATERED USING SILT
BAGS BEFORE WATER IS REINTRODUCED TO
THE CREEK.
EROSION CONTROL NOTES:
1. CONSTRUCTION SHALL BE COMPLETED
DURING TIME OF LOW FLOW.
2. WEATHER FORECAST SHOULD SHOW NO
PRECIPITATION FOR 48 HOURS AFTER
COMPLETION OF STREAM CROSSING.
3. ALL AREAS WITHIN RIPRAP BUFFER SHALL BE
STABILIZED AS WORK IS FINISHED.
4. LIMITS OF DISTURBANCE WITHIN BUFFER
SHALL BE LESS THAN 40' IN WIDTH.
CONTRACT SHEET
31 of 43
SENSITIVE INFORMATION
Not to be copied or
disfitbuted without the
express written permission of
the City of Greensboro.
8�
CWNorth
Carolina�
City of Gree ro er rounc
Locates I o uests
COG Water e rce 73-2033
GDOT Traf is _ - - 73-2606
COG/GUilf rd Co. Telecom - 73-2084
COG Water Supply -- - - - - 73-5855
Tanks/Tr atment Plants �'I
GDOT Storm Water _ _ _ _ 7,/t,73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
Objects on this map shown with a
dotted Ihestyle were not surveyed,
they were compiled by
photogrammetitc methods,
available on the Geographic
Informatlon Sydem (GM software
used by the city of Greensboro.
40 0 40
HORIZONTAL SCALE IN FEET
LEGEND:
50' BUFFER STREAM
EROSION CONTROL
MATTING
DRAINAGE AREAS
SILT FENCE
TREE PROTECTION
a 0
— LOD -
LIMITS OF DISTURBANCE
—TDB
TEMPPORARY CLEAN
WATER DIVERSION
SILT FENCE ROCK OUTLET
WATTLE
TEMP STONE DITCH CHECK DAM
CONSTRUCTION ENTRANCE
INLET PROTECTION
i
K I I_
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
GRMS Phase IV Sewer Force Main Extension
16" FORCE MAIN JULIAN AIRPORT ROAD
EROSION CONTROL PLAN
STA 390+00 TO STA 410+00
`.,•�N CARO
Ice 04 0F�S51a
Z ¢ EA
Z 18
INeE$�*�'
%Lf
04E-08
SHEET NO.
31 of 43

\ \ \ \ \ lull. ^.P��(( \ ��✓\ ���` Sri\ � �i/�� ♦�.���� '�-- /J.• //� \ \ \ \ \\ \ \\ \\\ / �♦ // �_� ��. �� \ \
/1$9 58 ♦/C •k�••• — \ \ \ \ \ \ \� \ \ \ \ \ — — ♦ / / �� I \ \ \ \ \
STREAM / / 11 \��♦♦ x� — — \ \ \ \ \ \\ \ ♦ / ♦ J
0.9
. 153 ♦♦ CONSTRUCTION ENTRANCE _ _590 \ \ \ \ \ \ \ \ ♦ _ _ _
\�\ \ I\\� ` \�--� --// �-- \I ��� ZSg� Ate/ � ♦♦ � � �, �
SEE CONCENTRATED FLOW 1 \ \ \ \ \ \ \ \ \ \ - - - -
10, + �;� ♦♦4 CROSSING CONSTRUCTION-
\ \ \ \ \ \ �o� /�/ /�� � j / :♦ ♦♦ ` ♦♦ SEQUENCE ON SHEET OOG-01 \. \ \ \ \ \\ \\\ \ \\ N_ i
LUTHER GENE 6,G�8 \ \I \ \ �� / , ��x // �� \ �s ♦ 0095E (P 05805C O6) \ \\ \ \ \ \ \ \ \ •
AND WIFE \\ \ \ \ \ f / / /+ J • ►.p -tie 0005 (P-05805E-07) \ \ \ \ \ \ \ \
EILEEN MARTIN CO L' \ \ / // / 0.0 AC _ 0001 (P-05805E-06) I i \ \ \ • •
\ / \ ! MONARD LLC \ \ \ 1
STARMOUNT-RD — \ / 1 4 � � ■
RC REID 8 640 \ 1 \\ �S91� 3 / • ••••/ \ �� — �� ` � RC REID 82926
DEED BOOK 1378 P46 311 \ \` 9� / •♦♦ \� �\ \ DEED BOOK 24�8�PAGE 1149 \ •
PLAT BOOK 130, PA(E�38- \ \ \ \ / j♦♦ / /) \ \ ) I ems j PLAT BOOK 138, PAGE 68 \\ \ \ ■
/ L, \ �`` I /♦♦ /�� < \)})I i \ \ \ SEE CONCENTRATED FLOW
\ / I /�♦♦ �� / \\ �� i / \ �)� SEE CONCENTRATED FLOW CROSSING CONSTRUCTION ■
PROP. TEMP STONE DITCH I L _ /♦♦ / '� + \ \\' \ I ���/ �, CROSSING CONSTRUCTION ♦ SEQUENCE ON SHEET OOG-01
CHECK DAM V \ \ �' �'I` �/ �QO� \ ���` BOO \ SEQUENCE ON SHEET OOG-01 i
COG STD. 432, TYPICAL •
�. I /I / /♦ / 6' 582'3 g' \/ \' \ I �� i \ , \ \ \ �� 100-YR FLOOD ZONE i
PROP. WATTLE 0.12♦ Z`p- 1 -
♦ ■
/ /♦ PDX
COG STD. 457, TYPICALPROP. 86 LF SILT FENCE S9s_'.\ ` -\ \ \ ` \ - -
s' to I US
\ ,c 1 �� /
COG STD. 430 _ \ M sr7 \\ \J y - TEMPORARY CLEANWATER
I \ `A \ 1 I I I I / /♦ I I \ \ O ♦w 8x�o \O�\ ` - DIVERSION SEE DETAIL 1, ♦♦
I 1 I I I �►� \ \ \ 1.01 AC DIVERSION
S Seg- -- \\ \ SHEET 04D-06 ♦♦♦
/ Z
o lit I / G i l \ PEP�pNEPM \\ \ \ �� ,, L' `\ j ss , \ \ ♦♦�
l�o°s� l l I / /• I l : 1 / I \ s s' < �\ . o
l �\f<<g�� l / l / /� �, \ \ \ J \ ��''►� A, \ \ ♦♦ ♦ SEE CONCENTRATED +
/ / / \� ��'%�,o°� / / /• I 1 i °i \ \ B� _ �Se� \ \ \ \♦♦ FLOW CROSSINGCD
PROP. 130 LF SILT FENCE � \ <O \ • �'• �� — � \ \ � \ \ . \ � ~ ♦♦�
� \ N
\ I / I / /♦ I \ COG STD. 430 O �/ 584- - ,�6 •�}l� D \ 9 \ CONSTRUCTION �i-
I I // / /• / S \ i '� \ ° Lp•••••\� \ -I. ` S O \) \ \ ^� - \ SEQUENCE ON Q
1.30 AC • \ \ SHEET OOG-01
-/ / / �� \/ I •� 3- 1 PROP. SILT FENCE STONE OUTLET F 42 • •�: OD \ \ ` �i / \ \ \
•a 5g 0.14 • J
I// / • ° \ \ 1 COG STD. 430, TYPICAL PAD O ® \
��`- � .Se
�•••.■,� � p `gyp � • \ \ � \ \ � _ , ` = _
see•\\` ••`•■1a \ \ \��---
44 ■ _ 595 \ \ PROP. 66 LF SILT FENCE -42�-+DD
_ - ■�
� -596- — \ \ COG STD. 430 �` �,,� .'� Q � � \ \ \ F5p / \ \ LOD
�
\ \ \ \ \ PROP. 67 LF TREE PROTECTION/ CONSTRUCTION i ` '■-�_�` LOD \�^ M - F\IUI-- - \22gQ
/ft%w, —n597- FENCES-
\ PROP. 146 LF SILT FENCE
ST \ \ \ SENSITIVE CONSTRUCTION AREA COG STD. 430 �` LOD
A 4)�+0�\ \ WITHIN LOD OF DRAINAGE AREA, SEE �.\ / I �� _-___\�• — —
SHEET OOG-01 FOR SPECIFIC
CONSTRUCTION SEQUENCE i \�`� LOBe�
i --- \--- ) L_OD ---
�\ PROP. 186 LF SILT FENCEJ�
COG STD. 430
LU
PROP. 366 LF SILT FENCE U
PROP. TEMP STONE DITCH CHECK DAM I—
� � COG STD. 430
COG STD. 432, TYPICAL
STREAM BUFFER
GENERAL NOTES:
1. PREPARED BY SPATIAL DATA CONSULTANTS,
INC. AND BRADY SURVEYING COMPANY, P.A.
DURING THE WINTER OF 2015.
2. LOCATIONS OF EROSION AND SEDIMENT
CONTROLS MAY NEED TO BE ADJUSTED
BASED ON FIELD CONDITIONS.
3. CONTRACTOR SHALL NOT PERFORM ANY
WORK WITHIN WETLAND AND STREAM AREAS
UNTIL 401/404 PERMITS ARE RECEIVED.
4. NOT ALL KEYED NOTES ARE USED ON EACH
SHEET
KEY NOTES:
0 20'x10' LAUNCHING PIT, TYPICAL.
O10'x10' RECEIVING PIT, TYPICAL.
OPROVIDE BERM WITH SILT FENCE ON OUTER
EDGES AROUND BORE/RECEIVING PITS TO
REDUCE INFLOW.
OPITS SHALL BE DEWATERED USING SILT
BAGS BEFORE WATER IS REINTRODUCED TO
THE CREEK.
EROSION CONTROL NOTES:
1. CONSTRUCTION SHALL BE COMPLETED
DURING TIME OF LOW FLOW.
2. WEATHER FORECAST SHOULD SHOW NO
PRECIPITATION FOR 48 HOURS AFTER
COMPLETION OF STREAM CROSSING.
3. ALL AREAS WITHIN RIPRAP BUFFER SHALL BE
STABILIZED AS WORK IS FINISHED.
4. LIMITS OF DISTURBANCE WITHIN BUFFER
SHALL BE LESS THAN 40' IN WIDTH.
LEGEND:
50' BUFFER STREAM
i ■ _ - _ - / / / / • EROSION CONTROL
MATTING
0095E (P-05805C-06) T — _ _ _ / / ■ ■ ■ ■ ■ ■ ■i
■ 0005 (P-05805E-07)
■ � � / ♦ / ■ � DRAINAGE AREAS
0001 (P-05805F-06) SEE CONCENTRATED FLOW — — / i / / / / / !� i■■■■■■r
CD MONARD LLC CROSSING CONSTRUCTION ■ / / /
RC REID 82926 _T--/�// /� 'I� / •
+ DEED BOOK 2438, PAGE 1149 SEQUENCE ON SHEET OOG-01 SILT FENCE
•
N PLAT BOOK 138, PAGE 68 ■ / / , ' • ,
■ ■ — _ — — _ / / / / A. .0 .0 TREE PROTECTION
LOD — LIMITS OF DISTURBANCE
Q ■ /
/ / / •/ TEMOPORARY CLEAN
(� _\ \\\ : / r 1� �� / // J �_ -- —_�� � � �i = yTDy WATER DIVERSION
SEE CONCENTRATED FLOW -,r - � / / / • � SILT FENCE ROCK OUTLET
—.... ------- _CROSSINGCONSTRUCTION // // / • 1z WATTLE
\ \ \ v pc�+- ■- - - - J i / _ - - - - - i / 1 \ SEQUENCE ON SHEET OOG-01 Be TEMPORARY CLEANWATER m
a �\pp.\ \ / / / / - - J I I \ - ■ - DIVERSION SEE DETAIL 1, / / i TEMP STONE DITCH CHECK DAM
i'�■ �� y ��_�- / /�� /-- - // / / 587-- i�� �SHEET04D-06
_
f \\F9- ,5g '595�Q,��L�� ��LO -.� \ (/ / I/ I ^ \ \ ` — _ — V 586 -- i / ,�S9i LC; CONSTRUCTION ENTRANCE
�Se9 � _ --- --// / �-425+ -` - ■■L■O.DQ, ��w�w LOD
- _ /• _� ti' / � \ � ®S��C#/r•.�.•■�q �/ LO -L / /' f � 585-
ct
i PI 4 432
J -" g90 J FM N -r FM 4��9 p6- - . �' f+fs,�, LOD ■ - / / LOD j 502 RM I
--- _ ` l 587 \ - ■5a8 ,, FIVE }� �5 427+00 ■ / a1 - '** - �584 i _ LOD E 0 / M 31" / _ 015
L-09 ■ ■ LOD _ ■ _ -
W I - ^LbD��� - -,7i - - - g0�' i 6 ■■f'p�l■f■.. LO S-PG iTi L / • / _ / OD
- �� �g ii�•■■■SET*OD
`L� - G i _tp f`� FM 429+00
- x \� LOD LODOr - '� �� FM - � FM / / / / • LOD Cn
FM
LOD
PROP. 366 LF SILT FENCE `� \ \\\ _ LOD - '- - ---
COG STD. 430 LOD 0 i \ - ■
PROP. TEMP STONE DITCH
CHECK DAM
COG STD. 432, TYPICAL -
PROP. SILT FENCE STONE OUTLET
COG STD. 430, TYPICAL
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
■ , i� — _
\ — — — —
PROP. 381 LF SILT FENCE
COG STD. 430
STREAM BUFFER
REVISIONS TYPE
ROADWAY
SEWER
REVISED PER NCDEQ COMMENTS WATER
100% SUBMITTAL SIDEWALK
PROP. 354 LF SILT FENCE
COG STD. 430
100-YR FLOOD ZONE
CONTRACT ICONTRACTORI AS -BUILT IAUTH. DATEI WATER AND SEWER PERMITS
2022-013C
JOB NO. P- 05805C
DESIGNED 11/2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CONTRACT SHEET
32 OF 43
SENSITIVE INFORMATION
Not to be copied or
disMbuted without the
express written permission of
the City of Greensboro.
ortft
MN
!v
bna ■
City of Gree ro er rounc
Locates I equesft
COG Water e rce 73-2033
GDOT Traf is _ - - 73-2606
COG/Guilf rd Co. Telecom - 73-2084
COG Watpr Supply -- - - - - 73-5855
Tanks/Tr atment Plants /I
GDOT Storm Water _ _ _ _ 7,/t,73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
14.76 AC
GIS DISCLAIMER
Objects on this map shown with a
dotted Ihestyle were not surveyed,
they were compiled by
photogrammetric methods,
available on the Geographic
Informatlon System (GIST software
used by the City of Greensboro.
40 0 40 80
HORIZONTAL SCALE IN FEET
I K
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
GRMS Phase IV Sewer Force Main Extension
16" FORCE MAIN JULIAN AIRPORT ROAD
EROSION CONTROL PLAN
STA 410+00 TO STA 430+00
" CA
-04 oFess/p
Z ¢ ►% EA
Z D � /,ADk
�'�,� I% G I NE�'
NE-09
SHEET NO.
32 OF 43

/ � � v•�. � \ \ \ \ f \ \
SANDI�C�LIFT STATION \
(NOT IN CON �••• \ �E
_
c�rr f' f-NA1f' rAITrIATrr'% M /l\A/
O
co
d'I
�r
w -7"�D
UJ Lam—
_
U ,�-
~ PROP. TEMP STONE DITCH
Q _�
CHECK DAM
COG STD. 432, TYPICAL
\ \ PROP. 281 LF SILT FENCE
\ COG STD. 430
► ► GENERAL NOTES: CONTRACT SHEET
\ i I \ i \ I ►� I i / VALVE
\L J \ \ I ' I ( \ \ 1. PREPARED BY SPATIAL DATA CONSULTANTS, 33 OF 43
INC. AND BRADY SURVEYING ✓ ULT \ \ I II I� 1 \\ \ I DURING THE WINTER OF 2015.COMPANY, P.A.
\ //I ► I \\ �/ \\ I 2. LOCATIONS OF EROSION AND SEDIMENT SENSITIVE INFORMATION
\ \ CONTROLS MAY NEED TO BE ADJUSTED Not to be copied or
,.r• \\ s\ \\ \ / `� distributed without the
o I �� BASED ON FIELD CONDITIONS.
\\WET WELL \ I \ I ' \\\ \ \ \ II / 3. CONTRACTOR SHALL NOT PERFORM ANY express written permission of
• •v \ I \ \ I \ WORK WITHIN WETLAND AND STREAM AREAS the City of Greensboro.
— _ _ �_ \ I ► \ \ � � � \ I \ UNTIL 401/404 PERMITS ARE RECEIVED.
4. NOT ALL KEYED NOTES ARE USED ON EACH
p,15 AC c� �r I ► \ I I SHEET
0 � ► � � � \ \
KEY NOTES:
14 I ► \ \ / \� \ \ \ I O 20'x10' LAUNCHING PIT, TYPICAL.
10'x10' RECEIVING PIT, TYPICAL. I
/ ► \ \\ \� \ \� \\ I\ \\ \ PROVIDE BERM WITH SILT FENCE ON OUTER
EDGES AROUND BORE/RECEIVING PITS TO
I I REDUCE INFLOW.
o ' PROP. 396 LF SILT FENCE \I \\ \ I \\ \� \ — \\ 4 PITS SHALL BE DEWATERED USING SILT city
Lo atesee6 r er ec rounts
d
COG STD. 430 I \ I \ \ \ \ O BAGS BEFORE WATER IS REINTRODUCED TO
\ \ THE CREEK. COG Water e rce 73-2033
\ \ _ GDOT Traf is 73-2606
COG/Guilf rd Co. Telecom — 73-2084
PROP.351 LF TREE PROTECTION/ CONSTRUCTION \ \ COG Water Supply_ — — — —— 73-5855
84 — / I FENCE \ \ EROSION CONTROL NOTES: Tanks/Tr atment Plants
10' _ _'
Fly 73-2569
— ✓ \� _ — — 1. CONSTRUCTION SHALL BE COMPLETED GDOT Storm a\ter _ _ _ 3
1r 3 I \ 100-YR FLOOD ZONE \ \� DURING TIME OF LOW FLOW.
9 38. / �► I \ ` \ \ 2. WEATHER FORECAST SHOULD SHOW NO NPDES
PRECIPITATION FOR 48 HOURS AFTER — —\\ \ \\ COMPLETION OF STREAM CROSSING. General Perm}
s
—581 \ i _ \ // , / N l \ 3. ALL AREAS WITHIN RIPRAP BUFFER SHALL BE Applies
■ 0). J \ / I I STABILIZED AS WORK IS FINISHED.
~ �r / ► I (\� �.- _ — / / 4. LIMITS OF DISTURBANCE WITHIN BUFFER
\ 11 /iu ► < i / SHALL BE LESS THAN 40' IN WIDTH. DISTURBED AREA =
/ 14.76 AC
010. GIS DISCLAIMER
Objects on this map shown with a
I ► \ — — — — _ \ / — \ — dotted lhestyle were not surveyed,
/ / ► -� 1 were compiled
avallable on the Q�raphlc
l 41 ►') I �� �--_�---� �� i� LEGEND: theyby
— , photoArammetilc methods,
icc\ / wI \ / / 50' BUFFER STREAM Informatlon System (GIS) software
used by the City of Greerlsboro.
EROSION CONTROL
MATTING
DRAINAGE AREAS
SILT FENCE 40 0 40 80
TREE PROTECTION
— — SOD — LIMITS OF DISTURBANCE HORIZONTAL SCALE IN FEET
10 0 10 20
—TD— TEMOPORARY CLEAN
WATER DIVERSION VERTICAL SCALE IN FEET
SILT FENCE ROCK OUTLET
WATTLE
TEMP STONE DITCH CHECK DAM
CONSTRUCTION ENTRANCE
IIm
,-�
'•� M. YA'
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
REVISIONS
REVISED PER NCDEQ COMMENTS
100% SUBMITTAL
TYPE
ROADWAY
SEWER
WATER
SIDS
CONTRACT ICONTRACTORI AS -BUILT IAUTH. DATEIWATER AND SEWER PERMITS
2022-013C
JOB NO. P- 05805C
DESIGNED 11/2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
GRMS Phase IV Sewer Force Main Extension
16" FORCE MAIN JULIAN AIRPORT ROAD
EROSION CONTROL PLAN
STA 430+00 TO STA 439+00
04E-10
SHEET NO.
33 OF 43

SERIES H 1 C ACCESS DOOR
STANDARD FEATURES:
•H20 LOAD RATING (SEE NOTES)
•EXTRUDED ALUMINUM CHANNEL FRAME
• SINGLE LEAF CONSTRUCTION
• AUTO -LOCK T-316 STAINLESS STEEL
HOLD OPEN ARM WITH RELEASE HANDLE
• T-316 STAINLESS STEEL HINGES AND ATTACHING HARDWARE
•T-316 STAINLESS STEEL SLAM LOCK WITH REMOVABLE KEY
• STAINLESS STEEL COMPRESSION SPRING ASSIST
• RECESSED LIFTING HANDLE
• LIFETIME GUARANTEE
SLAM
LOCK
LIFTING HANDLE
0
A OPENING
A DIM. + 11 " (279 mm)
OVERALL
A OPENING
(COVER SHOWN IN
OPEN POSITION)
4 1 /2"
�(108 mm
1 1 /2" (38 1 SECTION
ALUM. COUPLING
www.HaIIidayProducts.com
Phone [phone]
Fax [phone]
HALLIDAY PRODUCTS [e-mail]
STANDARD
SIZES
QTY.
MODEL
NO
A DIM.
INCHES
(mm)
C DIM.
INCHES
(mm)
UNIT WT.
I
(kg.)
H1C2424
24 (610)
24 (610)
85 (39)
H1C2430
24 (610)
30 (762)
100 (45)
H1C2436
24 (610)
36 (914)
115 (52)
H1C2442
24 (610)
42 (1067)
130 (59)
H1C3030
30 (762)
30 (762)
108 (49)
H1C3036
30 (762)
36 (914)
124 (56)
H1C3042
30 (762)
42 (1067)
140 (64)
H1C3048
30 (762)
48 (1219)
157 (71)
H1C3636
36 (914)
36 (914)
134 (61)
H1C3642
36 (914)
42 (1067)
151 (68)
H1C3648
36 (914)
48 (1219)
166 (75)
NOTES:
1) SUITABLE FOR USE IN OFF STREET
LOCATION WHERE NOT SUBJECTED TO
HIGH DENSITY TRAFFIC.
2) PROVIDE A FULL BED OF CLASS
"A" CONCRETE UNDER FRAME AND
SUPPORT ANGLES.
S. STL.
SPRING
1 /4" (7 mm) THICK DIAMOND PATTERN
ALUMINUM COVER PLATE
T-316 STAINLESS STEEL HINGES
WITH TAMPER PROOF FASTENERS
IMER REQUIRED
ARV MANHOLE HATCH
GRADE
SECTION
_FLOWABLE
I I
I I
I SEWER
II T—MAIN I I I�
I
IIII I I DIGABL E FL OWABL E
FILL @ 200 PSI OR
O a a
CLASS B CONCRETE,
`I as a
T 4a
III I a IIII
_ I
IIII i j IIII
I I
I I
I I
I
TRENCH WIDTH
PLAN
C/ T Y O F G R E E N S B O R O
ANTI -SEEP PIPE COLLAR STD. NO. REV.
06-15
FOR SEWER LINES 219
L OCKIP
RINGS
5/8 -
J—
T
ti
h
PLAN
7/8"
M
1/4 „
ELEVA TION
COPOL YMER
POL YPROPYL
PLASTIC
° = • - ° • ' - -A. #3 DEFORMED
Ar STEEL ROD
--°-
a--:
0
a _ _ • - v S::::
TOP
DEPTH INTO
CONCRETE SURFACE
I
3 1/2"
w
STOP
1 1/4"
1/4"
M T
h
SIDE EL EVA TION
COMPOSITE
SECTION A —A
C/ T Y O F G R E E N S B O R O
STD. NO. REV.
t STANDARD MANHOLE STEP FOR
W PRECAST CONCRETE MANHOLE 2066
2 ' -0 " OR TO L IP OF GUTTER, CURB, PA VEMENT PA TCH OR
EDGE OF PAVEMENT WITHIN 5 ' -0 " OF SECOND SAW CUT
NOTE.' 1) FULL LANE RESURFACING AND/OR MILLING MAY BE REQUIRED
2) 3'-0 " MAY BE REQUIRED AT THE DISCRETION OF THE A -A = INITIAL CUT
CITY ENGINEER OR DESIGNEE. B-B = SECOND SAW CUT
C 'A16
NMI I ••••••••��••••• -
COMPACTION REQUIRED
AFTER TRENCH FILL 6
BASE COURSE PLACED
AND COMPACTED (TYP. )
COMPACTED 1
BACKFILL
IS" NOMINAL 18"
WIDTH
INSTALLATION NOTES.'
A B
*2'-0"�
+ + + _
++ + EX. BASE _
++++ COURSE +
12"
(TYP. )
COMPACTION
REOUIRED
ON SUBGRADE
(TYPICAL)
I19.00 INSTALLED IN TWO LIFTS OF 2-1/2".
MATERIAL DEPTHS SHOULD EQUAL EXISTING, PLUS 1', OR MINIMUMS SHOWN (WHICH EVER
IS GREATER) .
FILL MATERIAL COMPACTED TO 95% STANDARD PROCTOR LIFTS NOT TO EXCEED 8 INCHES.
PROVIDE TACK COAT TO ALL VERTICAL PAVEMENT SURFACES.
SECOND PA VEMENT REMOVAL L INE B-B TO BE SAW CUT ONL Y.
MAY VARY BASED ON FIELD CONDITIONS AT DISCRETION OF FIELD INSPECTOR.
ADDITIONAL NOTES.'
1. TEMPORARY STEEL PLATES ARE ALLOWED TO BE INSTALLED OVER A TRENCH OPENING.
2. EDGES OF STEEL PL A TE MUST BE MILL ED TO ALL OW THE PLA TE TO SI T FL USH WI TH THE
ADJACENT ASPHALT SURFACE OR ASPHALT COLD PATCH MATERIAL MUST BE PLACED AT
THE EDGES OF THE PL ATE.
3. ANCHORS ARE REOUIRED TO TEMPORARIL Y FASTEN THE STEEL PLATE TO THE ASPHAL T
TO PREVENT SLIDING OF THE PLATE.
4. STEEL PLATE SHALL BE MAINTAINED UNTIL THE AREA IS READY FOR A PERMANENT ASPHALT REPAIR.
5. STEEL PLATES ARE NOT TO BE USED DURING THE WINTER MONTHS.
6. ADVANCE WARNING SIGNS INDICA TING "BUMP AHEAD " OR "UNEVEN PA VEMENT AHEAD " SHAL L BE
UTIL IZED WHEN S TEEL PL A TES ARE USED.
C/ T Y O F G R E E N S B O
R O
PAVEMENT REPAIR FOR PIPE/UTILITY
STD- NO.
REV.
PLACED UNDER EXISTING PAVEMENT (ROADWAY)
423
03-103-15 03-18
5
06-15
u
0
u
11
BC t 8" MIN.
1-1/4 BC
u
u
�. 2000 PSI "..-.-:
•�•-.:
DENSEL Y
ti to
s" aY-''
¢9 CONCRETE...-
-
'• °
::
NT
COMPACTED
BACKFILL h
K
:a:
..
: -
ti •
NT
e.. .4
.e:•:a•a-:
II
.III
II
A-
BCI—
Bc I —
CONCRETE ARCH
LIGHTLY
�g
COMPACTED
h
BACKFILL
GRANULAR FOUNDATION
DEPTH OF BEDDING
MA TERIAL BEL OW PIPE
D
d (MIN. )
27" 9 SMALLER
3"
30" TO 60"
4"
55" 6 LARGER
6"
GRANULAR FOUNDATION
CLASS D
FLAT SUBGRADE
LEGEND
BC _ OUTSIDE DIAMETER
H BACKFILL COVER ABOVE
TOP OF PIPE
D = INSIDE DIAMETER
d = DEPTH OF BEDDING MA TERIAL
BELOW PIPE
NOTE.'
USE 467M OR A. R. E. A. (AMERICAN RAIL WA Y ENGINEERING
N ASSOCIATION) #4 STONE FOR 21 " AND LARGER PIPE.
C/ T Y O F G R E E N S B O R O
STD. NO. REV.
t STANDARD TRENCH BEDDINGS FOR 03-97
w CIRCULAR PIPE 207
i
•••••••••••
•••••••••••••
COMPACTION
REOUIRED ON
SUBGRADE
REMOVE 6 REPLACE
EX. ASPHAL T TO STR1
W/ 1.5" OF S9.5B ASP
ASPHAL T DRI VENA YS
COMPACTION
REQUIRED ON
SUBGRADE
C/ T Y O F G R E E N S B O R O
PAVEMENT REPAIR FOR PIPE/UTILITY PLACED STD. NO. REV.
08-02 03-15
UNDER EXISTING PAVEMENT (ASPHALT DRIVEWAYS) 14P3-A 03-03 1
09-03
NOTES.'
CONCRETE SHALL BE CLASS AA, 4000 PSI AS PER ASTM C-478.
STEEL REINFORCING SHALL MEET ASTM C-185 (4" DIA) OR ASTM C-478 (5" DIA) .
MANHOLES OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS 16" ON CENTERS. STEPS
SHALL BE IN ACCORDANCE WITH COG STD. #206.
ON NEW INSTALLATION A MAXIMUM OF (2) GRADE RINGS CAN BE USED.
FOR C-900 DR-18 PVC FORCE MAINS USE ROCKWELL SERVICE SADDLE 323, FORD,
MUELLER, OR EQUAL.
ALL PIPE TO BE MINIMUM 2" 316 STAINLESS STEEL ALLOY AND NIPPLES TO BE 2"
316 STAINLESS STEEL ALLOY.
COG STD. #205 OR #205-A
RING 6 COVER
00
-`' 5'-0" I.D.
.;
MIN 18" r ALIGN AIR RELEASE
SHUT OFF VALVE
,. NITH EDGE OF
FOR `-
- •MANHOLE
: EASY HAND ACCESS. J� ` --i
_ O
N
_ 2 " (1/4 TURN)
CRISPIN UNIVERSAL BALL VAL VE
MODEL NO. U52OZ = = = = _
45
-4
(OR EQUAL) 2 " AIR � `-_- _
RELEASE VALVE W/
1/8 " ORIFICE. UNITHAS
SCREWED INLET
W/ BACKFL USH.
NIPPLE - _-`=-
-
--9' 2 " WHEEL
GA TE VA L VE
- (TYP.) 2" 316 STAINLESS
22" STEEL ALLOY
OFFSET 2 " CORP. STOP
SEWER FORCE MAIN CC THREAD X FIP
THREAD OUTLET
6
4 PLACE 12" OF #57 T N
' STONE UNDER BASE T
.
6'-10" STD. #201
SEC TION THPL/ MA NHOL E
C/ T Y O F G R E E N S B O R O
AIR RELIEF VALVE WITH ASSEMBLY
STD. NO.
V.
211
03-03 03-22
06-07
AND MANHOLE FOR SANITARY SEWER LINES
03-08
F)l
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700

EXISTING RIGID REPLACEMENT
TYPE PAVEMENT CONC. 3000 PSI
a � 4
� p D
2 %
CAREFULLY COMPACTED
BACKFILL
12" 118" I DIA. 118" I 12_'
MIN i MIN
TRENCH
PIPE
NOTES:
1. EXISTING PAVEMENT SHALL BE CUT WITH A SAW.
2. ALL REPLACEMENT CONCRETE SHALL BE 2" THICKER THAN EXISTING CONCRETE.
CONCRETE DRIVEWAY REPLACEMENT DETAIL
NOT TO SCALE
24"x24"x6" CONC.
PAD, TYP AT r- A ^"
VALVE BC
VALVE BOX AND
COVER, TYPICAL
2500 PSI
CONCRETE, MIN
#4 BARS
Al I ADnI IAIM
UNIMPROVED
AREA
a
0
CONCRETE
PAD
a C/
CONCRETE COLLAR DETAIL 3
NOT TO SCALE
TYPICAL SECTION
CONCRETE CAP DETAIL
NOT TO SCALE
12'-0" MAXIMUM
BETWEEN SPACERS
CARRIER PIPE
CASING SPACERS SHALL BE
SPACED A MAXIMUM OF 1'-6"
FROM EACH SIDE OF JOINT
CASING END PLUGS
PAVEMENT
CONCRETE CAP
(3000 PSI)
EE PIPE BEDDING
ETAIL
INSTALL THREE
CASING SPACERS PER
PIPE JOINT AS
REQUIRED TO MEET
MAXIMUM SPACING
V-6" (MAX)
6" (MIN)
PLUG
STEEL CASING
PIPE
1. CASING SHALL BE PLUGGED ON BOTH ENDS BEFORE BACKFILLING. PLUGS SHALL CONSIST OF MINIMUM
OF 1 LINEAR FOOT OF LOW STRENGTH GROUT (1,500 PSI MIN).
2. PROVIDE SIX-1/2" DIAMETER WEEP HOLES ON DOWNSLOPE SIDE OF CASING.
TYPICAL PIPE CROSSING
NOT TO SCALE
4" ANSI E
CLASS 12
4" WHEEL GATE VALV
24" MJ X 4" FLANGE
ROTATED VERTICALLY
AIR VALVE ASSEMBLY
NOT TO SCALE
STD WT STL PIPE
SLEEVE, GALV AFTER
FABRICATION
ANNULAR SEAL
PIPE THRU WALL
OR FLOOR
AS RECOMMENDED
BY ANNULAR
SEAL MFR
INTERIOR, DRY
OR TOP SIDE
1/4"x3" STEEL P L
SEEP RING
BURIED, WET OR
BOTTOM SIDE
" NGLE BODY COMBINATION VALVE
CONNECT DRAIN HOSE TO DIRECT
DISCHARGE TO VAULT FLOOR
ORIFICE DATA
✓IETER
WORKING PRESSURE
/2"
20-150 PSIG
INLET FLANGE DATA
LANGE DIAMETER
11.00 in.
-ANGE THICKNESS
1.00 in.
T CIRCLE DIAMETER
9.50 in.
3ER OF BOLT HOLES
8
_T HOLE DIAMETER
0,88 in.
ANNULAR LINK -SEAL
PROVIDE SINGLE ROW
OF SEALS FOR PIPES
a o LESS THAN 16" DIA.
PROVIDE DOUBLE ROW
PIPE THRU v OF SEALS FOR PIPES 16"
WALL OR FLOOR DIA AND LARGER.
0
AS RECOMMENDED o WALL SLEEVE
BY ANNULAR SEAL o
MANUFACTURER o o
T/2
T
' 811
NOTE: TYPICAL PENETRATION OF BURIED DIP THROUGH
CONCRETE PRECAST STRUCTURE UNLESS OTHERWISE
INDICATED.
PENETRATION THROUGH PRECAST CONCRETE DETAIL
NOT TO SCALE
r_­ o"
1 /2" SST
ATE STRAF
TYP
1 1/2"
K 4" SST BC
UTS (TYP)
1/2" THK. S
"X 1/2" Tnr\. oo i
(SHOE -BEND ENDS UP 1/2")
CASING SECTION
END ELEVATION
NOTE:
USE RACI PIDPE SPACERS, TYPE G, IN LIEU OF STEEL SPACERS WHERE
INDICATED ON DRAWINGS.
STEEL SPIDER DETAIL
NOT TO SCALE
PHASE IV
SEWER FORCE
MAIN EXTENSION
GREENSBORO
BUILDING A BETTER GREENSBORO
PROJECT SIGN DETAIL
NOT TO SCALE
WHITE
BACKGROUND
COLOR LETTERS
WHITE LETTERS
COLOR
BACKGROUND-
PHONE NUMBER TO
BE DETERMINED
DURING SHOP
DRAWING PROCESS -
WHITE LETTERS
2 BULB TYPE
POP RIVETS PER
ANCHOR BARB -
C S P
A E I
U W P
T E
R L
0 I
N N
E
BEFORE
DIGGING CALL
qx-xxx-xxxx
CITY OF
GREENSBORO
WATER
RESOURCES
DEPARTMENT
NOTES
1. THE CONTRACTOR SHALL FURNISH, ERECT,
AND MAINTAIN TWO 4' BY 4' PROJECT
SIGNS AT LOCATIONS DESIGNATED BY THE
ENGINEER. THE SIGNS SHALL BE
CONSTRUCTED OF 3/4" PLYWOOD, CLEAR
ON ONE SIDE, OR APPROVED EQUAL. THEY
SHALL BE SUPPORTED BY TWO 4"x4"
PRESSURE TREATED POSTS AND
SUBSTANTIALLY BRACED.
2. THE SIGNS SHALL BE GIVEN ONE COAT OF
A HIGH QUALITY PRIMER, AND TWO COATS
WHITE HIGH GLOSS ENAMEL PAINT.
LETTERING SHALL BE BLACK HIGH GLOSS
ENAMEL WITH COLOR GRAPHIC WORK AS
REQUIRED TO MATCH THE LOGOS. LETTERING
SHALL BE AS INSTRUCTED AND OF THE
GENERAL FORMAT SHOWN IN THIS SECTION.
GENERALNOTES
1. MARKERS SHALL BE CARSONITE TYPE CUM-375 OR
APPROVED EQUAL. MARKERS SHALL BE PIGMENTED WITH
U.V. RESISTANT RESINS OR COATED WITH CLEAR UV
RESISTANT COATING.
2. DECALS SHALL BE AS SHOWN AND PROVIDED ON U.V.
RESISTANT BACKING WITH TEXT CONFORMING TO THE
FEDERAL OFFICE OF PIPELINE SAFETY STANDARDS AND
DENOTING THE STANDARD NO -DIG SYMBOL.
3. MARKERS SHALL EXTEND 4-FEET ABOVE GRADE.
4. MARKERS SHALL BE INSTALLED WITH MANUFACTURER'S
APPROVED MARKER DRIVER. BURIED DEPTH SHALL BE 24"
MINIMUM FOR LOOSE, SANDY, OR MARSHY SOILS AND 18"
MINIMUM FOR HARD OR ROCKY SURFACES.
5. MARKERS SHALL BE INSTALLED AT LOCATIONS INDICATED
ON THE DRAWINGS, OR AS DIRECTED BY THE OWNER.
6. WHERE COLOR IS INDICATED USE COLOR AS FOLLOWS:
BLUE FOR WATER
GREEN FOR SEWER
I ITII ITV ftA A E:)IlCE) ME=A II
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, INC 28202-2075
704.338.6700

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HEET 3 OF 3
1101.01
TWO-WAY UNDIVIDED [L-LINES
END
ROAD WOA1C vr�
DZD-ze
,N•.:.� W2D-,
,a^Ra6"
ROADWAYS INTERSECTING ALONG 2 WAY
UNDIVIDED WORK ZONE
WIK Rr)AWY wOHA ZONE
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8"K24
TAD-,
Y- tIN,
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LI,ySI,UC 1 t pH
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RECOMMENDED
POSTED $PEEP LI•IL
MINIMUM
(MPH)SIGR
SPACING
% OP
55
100D•
Y-LINES
GENERAL NOTES
1- USE FLUORESCENT ORANGE SHEETING (TYPE VII OR HIGHER) ON ALL ADVANCED WORK ZONE SIGNS.
2- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK,
UNLESS COVEIIED.
3- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT. FOR
SHORT-TERM DAILY MAINTENANCE TYPE OPERATIONS, THIS SIGNING APPLICATION IS OPTIONAL; MAY
USE ONLY APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING
APPLICATION IS USED, SIGNS MAY BE PORTABLE MOUNTED.
4- ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED.
5- USE 3LB STEEL U-CHANNEL POST OR 4" X 4" WOOD POST FOR ALL WORK ZONE SIGNS. 315 STEEL
U•CHANNEL POSTS MUST MEET THE REQUIREMENTS OF STANDARD SPECIFICATION SECTION 1094-1($),
MAY BE GALVANIZED STEEL, OR MAY BE PAINTED GREEN BY THE POST MANUFACTURES. SQUARE STEEL
TUBING POSTS HAVING EQUIVALENT STRENGTH OF THE 3 LB STEEL U-CHANNEL POST ARE ALSO
ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD DRAWING 1110.01- PAYMENT FOR WOOD
POSTS, 31-13 STEEL U-CHANNEL AND SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE
ACCORDING TO STANDARD SPECIFICATION "WORK PONE SIGNS" SECTION 1110.
5• WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1110.01.
7- DO NOT BACK BRACE SIGN SUPPORTS.
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LEGEND
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HAUL ROADS FOR BE
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2-WAY ROADS TRUCK
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2-LANE, 2-WAY ROADWAYS � PREPARED
ENTRANCE
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SIGNS SHOWN FOR DINE APPRCIACH. BUMP ST
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WEN D]RECTED BY THE Eh101NEER, TRAFFIC MT BE STOPPED
TO ALLOW WORK VEHICLE ACCESS. USE THE EAME SION-
USE TYPE III BARB OF INCE5 MEEK
NMI. ROAD IS hvT BEPMEG
Uj
FOR HAUL ROADS AS SHOWN IN THE ADIAct-W DETAIL.
Z
n
GENERAL NOTES
N
m
1- MOUNT SIGNS ON BOTH LEFT AND RIGHT SIDES ON DIVIDED ROADWAYS. SIGNS ARE REQUIRED 5- WHEN NOT SPECIFIED IN THE PLANS OR BY THE ENGINEER, PAYMENT FOR CONVENIENCE WILL NOT
(0 m
ONLY ON THE 'RIGHT SIDE OF THE ROADWAY FOR UNDIVIDED ROADWAYS. BE MADE FOR FLAGGERS.
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2- PROVIDE MINIMUM STOPPING SIGHT DISTANCE FOR EACH FLAGGER LOCATION.
N
3- REFER TO STD. 1101.11 SHEETS 2 & 4 FOR STOPPING SIGHT DISTANCE AND SIGN SPACING. LEGEND
■ PORTABLE CONCRETE SARRTER
4- UPON COMPLETION OF EACH HAULING OPERATION, REPAIR, SWEEP, AND RESTORE THE ROADWAY w+r TEMPORARY CRASH CUSHION
TO BE SAFELY TRAVERSABLE AT NORMAL OPERATING SPEEDS. ■ DRUM
5- "BUMP" SIGNS (W3.1) ARE REQUIRE➢ ONLY IF A BUMP OVER THE ROADWAY EXISTS AS A RESULT F• STArIONARY SIGN
OF IMPLEMENTING THE HAUL ROAD. USE FLAGGERS AT ALL TIMES TO STOP TRAFFIC WHEN BUMPS 16 PORTABLE SIGN
ARE LOCATED ACROSS THE ROADWAY. CONSTRUCT BUMPS TO PROVIDE A SMOOTH TRANSITION FOR f FLAGGER
TRAFFIC CROSSING THEM. REMOVE BUMPS PRIOR TO ALLOWING TRAFFIC TO RESUME NORMAL f DIRECTION OF TRAFFIC FLOW
OPERATING SPEEDS.
SHEET I OF 1
SHEET 1 OF 1
1 1 0 1. 05
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1- REFER TO 2309 MUTCD.
2• USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY STANDARD
DRAWINGS WHERE SIGN SPACING DISTANCES A, B. C. ARE SPECIFIED,
3- APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE SIGNS ARE
USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST AS VARIOUS CONDITIONS
OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION INTERFERENCE, ETC.
HEET 4 OF 4
SHEET4 OF 4
11101.111
11101.111
ADVANCE WARNING SIGN
SPACING CHART
RECOM11E N0EG
DISTANCE aETNEEX SIGNS
POSTED SPEED LIMIT
(MPH)
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ALL OTHER DEVICES ARE THE SAME AS ABOVE
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GENERAL NOTES FOR FLAGGER OPERATIONS GENERAL NOTES FOR PILOT CAR OPERATIONS
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2- INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE 2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EDP TO EDP CONES MAY NOT BE REQUIRED
IF-
UPSTREAM SIDE OF TRAFFIC- ALONG WORK AREA AND AT THE DISCRETION CF THE ENG CONES MAY BE GMITTED ALONG
THE WORK AREA I� USING A PILOT CAR.
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SAFE EGRESS AND INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT CAR OPERATIONS.
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7- DRUMS OR SKINNY -DRUMS MAY BE USED IN LIEU OF CONES. REFER TO ROADWAY STANDARD
CV
DRAWING 11DO.01 FOR SKINNY -DRUM REQUIREMENTS.
B' USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. LEGEND
PILIACEDMENT APPROXIMATE FLAGGERS
L250TFTT_AINI AOVRNGFTOFNTHEI WITH AGGFR_ FORAHEAD
SIIGNALII SIGNS ■ ■ FLAGGER
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND RECOMMEND THE USE OF LAW
ENFORCEMENT. GONE
9- REFER TO 2009 MUTCD, CHAPTER 6, FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES. PORTABLE SIGN
1O DO N07 EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TRIP OR f DIRECTION OF TRAFFIC FLOW
AS DIRECTED BY THE ENGINEER.
FEET 1 OF 15
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EXAMPLE OF "L" & "W" DESIGNATIONS
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TAPER LENGTH CRITERIA FOR
CHANNELIZING DEVICES IN WORK ZONES
TYPES OF TAPERS TAPER LENGTH
UPSTREAM TAPER
MEA4IM TAPER......... .................................... L MINIMUM
RHTFT W TAPER..........--.--.--.-- ----ls L MINIMUM
TYO "Y TRAFFIC TAPER ................. ----bO TOO FEET MA%IIAUY
DONN57REAN TAPER...........................................100 Fk ET WAxl YU11
QUICK REFERENCE -"L" DISTANCE TABLE
MINIMUM LONGITUDINAL DISTAACE "L" (FEET)
(ROUNDED VALUES)
PDSTED
SPEED
LATERAL WIDTH "Nf" (FEET)
s'
EXPH)
1
2
3
4
5
e
7
a
9
IO
11
12
20
,0
-
2D
30
35
4'`
'•O
.55
GC
70
75
SO
25
15
25
35
45
55
65
75
85
95
105,
115
12E
30
15
JD
45
60
75
90
105,
12C
135
150
165
16,
35
25
45
65
U5
105
125
145
165
105
205
225
'c45
40
3U
55
aC
110
135
190
190
215
2a0
270
205
92,:
45
45
90
135
1 a b
22 E;
270
315
Sal:
405
a50
495
5a::
5D
So
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15D
200
25D
30D
35O
�00
4;D
Sob
S50
$05
SS
55
,1O
1R5
220
275
330
305
44D
495
55O
805
SRO
aD
60
120
180
240
300
360
420
48D
540
EDO
BGD
72a
a9
G5
13D
195
260
325
390
4�5
520
585
550
715
780
70
7D
;4❑
2'0
280
35D
420
4WD
56B
830
7130
770
840
GENERAL NOTES
1- TABLE FOR "L" DISTANCE IS BASED ON CHANNFLIZATION TAPFR FORMULA FROM THE M.U.T.C.D,
WHERE;
SPEED LIMIT FORMULA
40 MPH OR LESS L,N W x S2
SO
45 MPH OR GREATER L.IX W x S
L = MINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE)
W = WIDTH OF OFFSET IN FEET (LATERAL DISTANCE)
S = POSTED SPEED LIMIT, DR OFF-PEAK 85 PERCENTILE SPEED IN MPH PRIOR TO WORK STARTING,
OR THE ANTICIPATED OPERATING SPEED IN MPH
2- 1" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS
AND TRANSITIONS. CHANNELIZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS,
BARRICADES, RAISED ASPHALT ISLANDS, AND VERTICAL PANELS.
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PAVED SHOULDER
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1- DIMENSIONS SHOWN ARE MINIMUM VALUES. MOUNT SIGNS SO THEY WILL BE CLEARLY VI$IUL.Z TO
0
m
APPROACHING TRAFFIC EVEN WHEN SIGNS ARE MOUNTED BEHIND TRAFFIC CONTROL DEVICES SUCH AS
DRUMS, BARRIER, OR OTHER OBJECTS.
2• ALL PORTABLE SIGNS AND STANDS MUST MEET OR EXCEED THE REQUIREMENTS OF NCHRP 350 FOR
CATEGORY II DEVICES. USE PORTABLE WORK ZONE SIGNS AND STANDS SPECIFICALLY DESIGNED FOR
ONE APIOTHER.
3- ALL PORTABLE WORK ZONE SIGNS AND STANDS MUST RE LISTED ON THE ❑EPARTMEN"T'S APPROVED
PRODUCTS LISTAThtt ps: Ilapps.dot.state.nc.us/ vunderjappruvedproducts .
HEET 1 OF 1
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SHOULDER CLOSURE TAPER 5D' YIN, TORK AREA 6G'
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{ PAVED OR UNPAVED)
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GENERAL NOTES
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PLACE SHOULDER CLOSURE SIGNS ON THE SAME SIDE AS THE SHOULDER THAT IS CLOSED.
2- PLACE DRUMS IN THE SHOULDER TAPER AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED
SPEED LIMIT. THE MAXIMUM SPACING OF DRUMS ALDNG THE WORK AREA IS EQUAL IN FEET TO
2 TIMES THE POSTED SPEED LIMIT.
LEGEND
3- USE STATIONARY SIGNS FOR LONG TERM OPERATIONS (LONGER THAN 3 DAYS).
• DRUM
4- REFER TO STD. 1101.11 FOR "L" DISTANCE AND SIGN SPACING.
p STATIONARY OR PORTABLE SIGN
+ DIRECTION OF TRAFFIC FLOW
HEET 1 OF/y1
SHEET 1 OF 1
11101
11101.041
.04
5- THE TWO-LANE, TWO-WAY DRAWING MAY BE APPLIED TO UNDIVIDED, MULTI -LANE FACILITIES.
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DESIGN
SPEED
(MPH)
MINIMUM SIGHT DISTANCE
MINIMUM
LONGITUDINAL
BUFFER SPACE
(FEET)
STOPPING SIGHT OISIANCE
(FEET)
PASSING SIGHT DISTARCE
(FEET)
30
2Do
'990
05
36
250
t2B0
t70
40
3D5
1470
155
45
360
1625
1R5
50
42S
+835
240
55
495
"985
290
90
570
2135
345
55
645
2265
4D5
70
730
24BO
470
75
820
2560
540
90
810
26Sa
.15
GENERAL NOTES
1- TABLES ARE BASED ON THE AASHTO GREEN BOCK "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND
STREETS" AND T14F "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". MINIMUM SIGHT OTSTANCE
VALUES ARE FOR PASSENGER CAR VEHICLES ON WET AND LEVEL ROADWAYS. CONSULT THE AASHTO
GREEN BOOK TO MAKE FINAL DETERMINATION OF STOPPING SIGHT DISTANCE REQUIREMENTS.
2- BUFFER SPACE TABLE I5 BASED ON THE RRAKING DISTANCE PORTION OF STOPPING STCHT DISTANCE
FOR WET AND LEVEL PAVEMENTS.
3- USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING
SIGHT DISTANCE FOR TRAFFIC APPROACHING A LANE CLOSURE. PROVIDE 2-LANE, 2-WAY ROADWAYS
STOPPING SIGHT DISTANCE TO THE FLAGGER. FOR LANE CLOSURES ON MULTILANE ROADWAYS PROVIDE
STOPPING SIGHT DISTANCE TO THE BEGINNING OF THE LANE CLOSURE MERGE TAPER, OR FLASHING
ARROW BOARD. EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING 51014T DISTANCE
IS PROVIDED.
4- USE OF MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PLAN APPLICATIONS
INCLUDES PROVIDING SIGHT DISTANCE REQUIREMENTS FOR PLACEMENT OF PAVEMENT MARKING
PASSINGINO-PASSING ZONES FOR 2-LANE, 2-WAY ROADWAYS.
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ALTERNATE ORANGE & WHITE
RETROREFLECTIVE STRIPES,
2 ORANGE $ 2 WHITE COVERING
-
ENTIHE OUTSIDE
MINIMUM
1
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ALL RUNNER COLLARS MUST BE BLACK IN COLOR
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TURF MLLASIS WITH OHFN OPUM PURPOSE.,
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o1AMETER
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GENERAL NOTES
E-I
T1
1- BALLASTING SHALL BE ACHIEVED BY THE SAND BAG, TIRE-SIDEWALL, DR PREFORMED WEIGHTED BASE
O
METHODS. USE THE TIRE BALLAST AS SPECIFIED BY THE MANUFACTURER.
00 NOT PLACE BALLAST
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ON TOP OF THE DRUM.
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2- IF NECESSARY PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON
NON-RETROREFLECTIVE DRUM SURFACES. SHOW THE LETTERS AND NUMBERS
USING A
NON-RETROREFLECTIVE COLOR AND NOT OVER 2" IN HEIGHT.
3- USE TYPE 3 OR HIGHER HIGH INTENSITY PRISMATIC SHEETING,
4- SEE THE DEPARTMENT'S APPROVED PRODUCT LIST
AT https:l lapps. dot. state. nD. uslvendor/ app r0Vedproduct S.
5• REFER THE STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES FOR ADDITIONAL INFORMATION.
HEET 1 OF 1
SHEET 1 OF 1
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1101.11j
FIR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700

PART III
V
_.
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours) ---i-
- ______�.
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
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
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At feast once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDos)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At feast once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
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 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
(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.
(b) A phase of grading has been completed.
(c) Ground cover is located and installed
in accordance with the approved E&SC
Plan.
(d) The maintenance and repair
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
to E&SC Measures.
Documentation Requirements
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 fists 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.
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.
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.
Complete, date and sign an inspection report.
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
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency 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 30 days. 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.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
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 sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) 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.
(b) Anticipated bypasses and unanticipated bypasses.
(c) 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 Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
.
Within 24 hours, an oral or electronic notification.
deposition in a
.
Within 7 calendar days, a report that contains a description of the
stream or wetland
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 INC 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
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
.
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
F)l
HDR Engineering, Inc.
ofthe Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700

CONTRACT SHEET
38 OF 43
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 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 the NCG01 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
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-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
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
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
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
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 tmeframes 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
(TYP.)
ES
CLEARLY MARKED SIGNAGE
NOTING DEVICE (18"X24" MIN.)
CONCRETE
WASHOUT
PLAN
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10 MIL
1:1 PLASTI SANDBAGS (TYP.)
SIDE SLO LINING OR STAPLES
(TYP.
=xx
r
SECTION A -A
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES
SHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO
BE CLEARY MARKED WITH SIGNAGE NOTING
DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
SANDBAGS (TYP.)
OR HIGH APLES
10 MIL COHESIVE 6
PLASTIC LOW FILTRATION
WIN111 OE SOIL BERM
iSLOPE
L
(TYP.) NOTES:
OR STAPLES 1. ACTUAL LOCATION DETERMINED
IN FIELD
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.) 2. THE CONCRETE WASHOUT
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
PLAN 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
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.
, •�.� N C A,40
.• �•
�EA
18
z
M. YAN
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS -BUILT
AUTH. DAT
WATER AND SEWER PERMITS
JOB NO. P- 05808C
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
04D-05
ROADWAY
DESIGNED 11/2022 BY HDR
SEWER
2022-013C
CONST . SURVEY BY
GRMS Phase IV Sewer Force Main Extension
NCDEQ NOTES
SHEET NO.
WATER
CHECKED BY
38 OF 43
100% SUBMITTAL
SIDEWALK
SCALE: AS NOTED

S
F
S
LEGEND
D = OUTLET PIPE DIAMETER
d50 = MEDIAN STONE SIZE IN A WELL GRADED
APRON
dmax = 1. 5 X d5D = MAXIMUM STONE DIAMETER
t = APRON THICKNESS = 1. 5 X dmax
L = LENGTH (DETERMINED FROM SECT. 8. 05)
W = WIDTH @ END OF APRON (DETERMINED IN
SECT. 8. 06 DEPENDING ON TA IL WA TER
CONDITIONS)
WIDTH @ OUTLET = 3D
NOTES.,
RIP -RAP PIPE OUTLET PROTECTION APRONS
ARE TO BE DESIGNED ACCORDING TO THE
NORTH CAROLINA EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL,
SECTION 8. 06. 1 - 8. 06. 4
PLACE RIP -RAP AROUND PIPE AS DIRECTED
BY THE FIELD ENGINEER.
C/ T Y OF GREENSBORO
STANDARD PIPE OUTLET STD. NO. REV.
03-97
W EROSION CONTROL DEVICE 422
0
S
N
f!!
N
W RIP -RAP SIZE
DETERMINED
BY C. F. S.
TOP OF BANK
MIN. OF CLASS I
RIP -RAP A
- - - - - #4 WASHED
of = STONE, 6" THICK
Q
-III-I I I -I IF
A E FL OW
CREEK INVERT
W12
(35 " MIN.)
1:E1 I E I,;IIIF:
-III��I
RIP -RAP
CREEK INVERT
W
SECTION A -A
NOTE.'
THIS DEVICE IS TYPICALLY USED 15' AWAY FROM PIPE OUTLETS LATER
TO BE SPREAD INTO A RIP -RAP APRON.
THIS DEVICE TO BE CONSIDERED FOR 36" CUL VERTS OR LARGER.
m
0
3
A
6
C/ T Y OF GREENSBORO
STD. NO. REV.
STANDARD TEMPORARY SIL T 03-97
N CHECK DAM, TYPE A 433 09-10
METAL FENCE POST
14 GAUGE MINIMUM
HOG WIRE (OPTIONAL)
EROSION CONTROL FABRIC
MAINTAIN ADEQUATE DISTANCE FOR
SEDIMENT REMOVAL 6 MAINTENANCE
III-
51,10 I � I I -I
FI IIElIEdI1=
�-IIIIII-III-III-I
I -I
EX. EARTH
BACKFILL AND
COMPACT THOROUGHL Y
SILT FENCE MUST BE ENTRENCHED AND
SECURED WITH COMPACTED SOIL. THE
"SL ICING METHOD " MA Y AL SO BE USED
4" TO INSTALL SILT FENCE (SEE NCDENR
"EROSION AND SEDIMENT CONTROL
DESIGN PLANNING AND DESIGN
MANUAL " SECTION 6. 62) .
USE COG STD#432 STONE DITCH CHECK
FOR FENCE OUTLETS AT A MAXIMUM 100 FT
SPACING AND AT ALL NATURAL DRAINAGE
AREAS. (SEE SHEET 2 OF 2) .
NO TES:
-SPACING OF POSTS USING HOG WIRE WITH APPROVED EROSION
CONTROL FABRICS TO BE 8 ' -0 " ON CENTER.
-SPACING OF POSTS WITHOUT HOG WIRE USING APPROVED EROSION
CONTROL FABRICS TO BE 6 ' -0 " ON CENTER.
POST.' METAL T-POST 5 ' -0 " OR 5 ' -0 " IN HEIGh'T DEPENDING ON FILL
SL OPE (MIN. 1. 33 LB/LF STEEL CONSTRUCTION) .
FABRIC.' 3'-0 " IN WIDTH (MUST BE STANDARD SPECIFICA TIONS
FOR SILT FENCE - A5TM D ) WITH 12" BURIED IN TRENCH.
STONE.- (IF USED) #4 WASHED STONE PLACED 1 ' -0 " DEEP A T SIL T FENCE.
Q -SPLICES IN FABRIC SHOULD BE OVERLAPPED A MIN. OF 4 FT.
o -MAXIMUM DRAINAGE AREA = 114 ACRE PER 100 FT OF FENCE FOR 2% OR LESS SLOPE.
-SILT FENCE TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE AS DIRECTED BY
THE CONSTRUCTION INSPECTOR.
W
PAGE I OF 2
C/ T Y OF GREENSBORO
o`
STD. NO.
REV.
N SILT FENCE DETAIL
12/06
430
03/08
03/09
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_ �rQ`-T,oiOoa000�000°�° a° aa0°°aa°°tiOvo ° °"d qc
::v�'_• 900 °..o o-
.
:6dAg'.°yo.,�vO�o'oo000.0 ooa.�i�::..•
AF
• F G - E E N S B • - •
TEMPORARY CONSTRUCTION ENTRANCE DETAIL
(CITY REQUIREMENTS)
�.
3�
8 so\pMA
(SEE MAXWITN
CpG STp WITHOUT W
#21g G WIgEING
#q�p
1
MAXIMUM
RETAINED
AREA TO BE
BY SILT FENCE
GROUND
SLOPE
MAXIMUM
SLOPE
LENGTH
DRAINAGE AREA
(%)
(ft.) *
(SO. FT.)
<2%
100
10,000
2%-5%
75
7, 500
5%-10%
50
5,000
10%-20%
25
2, 500
>20%
1 15
1, 500
WIRE BACKING SHALL
EXTEND THOUGH
8°°°oe�"•e °;° LENGTH OF ROCK
m °
m
OUTLET
COG STD. #432 STONE DITCH
8
CHECK TO BE USED FOR SILT
FENCEEOUTLET
.a B°
ALL SIDE SLOPESARE 2: 1
8
- STRUCTURAL STONE TO BE
'CLASS B' RIP -RAP
B� ''�
•g8�0
- 12" THICK LAYER OF #57
e�88 ems° 8 °° e�°�° e"°m m°a?mom° `°°°°�
WASHED STONE FOR EROSION
ed�m
CONTROL ON FACE
e�8°
STONE SHALL BE PLACED
ON UPSTREAM SIDE OF
OUTLET ONLY
NO TES.'
1. NON -EROSIVE OUTLETS ARE TO
BE PLACED IN THE SIL T FENCE AS SHOWN ON
THE PROJECT PLANS AND AS DIRECTED BY THE CONSTRUCTION INSPECTOR.
2. NON-EROSI VE OUTL ETS ARE TO
BE L OCA TED A T ALL NA TURAL DRAINAGE
AREAS AND DEPRESSIONS, WITH THE EXCEPTION OF PERENNIAL STREAMS.
3. THE MAXIMUM DRAINAGE AREA IMPOUNDED AT ,EACH OUTLET MUST NOT
EXCEED 114 ACRE.
PAGE 2 OF 2
C/ T Y O F G R E E N S B O R O
STD. NO. REV.
SILT FENCE DETAIL 12105
430 03108
03109
I--2 " �I A.f TA/
6'-0" TYP.�
CONSTRUCTION
SPECIFICA TIONS
1. REMOVE AND PROPERL Y DISPOSE OF ALL TREES, BRUSH, STUMPS,
AND OTHER OBJECTIONAL MA TERIAL .
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION
MEETS ALL DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE BERM IS NOT LOWER AT ANY POINT
THAN THE DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT
MACHINE REGRADING AND CLEANOUT.
5. VEGETATE THE BERM IMMEDIATELY AFTER CONSTRUCTION,
UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY
RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA
AND REPAIR THE DIVERSION BERM. CAREFULLY CHECK OUTLETS
AND MAKE TIMEL Y REPAIRS AS NEEDED. WHEN THE AREA PROTECT-
ED IS PERMANENTLY STABILIZED, REMOVE THE BERM AND THE
CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPRO-
PRIATELY STABILIZE IT.
C/ T Y OF GREENSBORO
STD. NO. REV.
TEMPORARY EARTH BERM
W 440
0
N
N
N
J
a
CLASS B STONE 5
s�
oo
F�
ISOMETRIC VIEW
1 '-6"
MIN. y f NA TURAL GROUND
9 ..
1 ' -0 " THICK Q MIN.
#57 STONE CLASS B STONE
o W 000 O �', DITCH
FLOW - o o o I O 00 00 INVERT)
Ono
O
I I
I I
I I
I I
L_--- --I
OPTIONAL TYPE B -7
SILT BASIN (SEE
NCDOT DGN 1530. 02)
TYPICAL LONGITUDINAL SECTION
18 " MIN.
NATURAL GROUND 1 CLASS B STONE
J
MIN. /
KEY STONE /
INTO BANK / DI TCH
N, /
TYPICAL CROSS SECTION
NOTES.'
o
ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT EXCEED 114 ACRE WITHOUT
o
TYPE B BASIN (2 ACRES MAXIMUM)
STABILIZE OVERFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION CAUSED BY CHECK DAMS.
0
ClT Y OF GREENSBORO
STANDARD TEMPORARY STD. NO. REV.
12106 09/10
STONE DITCH CHECK 432 06109
1.12109
SIGN
PLACE TREE PROTECTION
FENCE AT THE CRITICAL
ROOT ZONE, WHICH IS
A CIRCULAR AREA
EXTENDING OUT 1.0 FT
FROM THE TREE'S TRUNK
FOR EVERY i.0 INCH
OF TRUNK DIAMETER
MEASURED 4.5 FT
ABOVE GRADE
WOOD OR METAL POST.
ORANGE SAFETY FENCING
IS REQUIRED. SPACE
POSTS ON 8' INTERVALS.
NOTES:-
1. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES.
2. ALL TREE PROTECTION DEVICES MUST BE INSTALLED PRIOR TO LAND DISTURBANCE,
INCLUDING THE CUTTING OF ANY TREES, AND MUST BE INSPECTED BY THE URBAN
FORESTER OR HIS DESIGNEE.
3. NO GRADING, TRENCHING, FILLING OR STORING OF MATERIALS IS TO OCCUR
IN THE TREE PROTECTION AREA.
4. TREE PROTECTION FENCE MAY NOT BE REMOVED WITHOUT THE APPROVAL
OF THE URBAN FORESTER OR HIS DESIGNEE.
5. THE TREE CONSERVA TION AREA SHOULD BE DESI GNA TED WI TH "TREE
CONSERVA TION AREA " SIGNS POSTED VISIBL Y GN THE OUTSIDE OF THE
FENCED -IN AREA. SIGNS MAY NOT BE POSTED ON THE TREES. SEE
EXAMPLE BELOW.
TREE
CONSERVATION
AREA
WNA DE
CONSERVATION
DE A"OL
EXAMPLE SIGN
16" X 12" SIGN
i" BLOCK LETTERS
BLACK LETTERS ON WHITE BACKGROUND
1/4" BLACK BORDER
ALL WEATHER MEDIA
100' SUGGESTED SPACING BETWEEN SIGNS
q C/ T Y O F G R E E N S B O R O
STD. NO. REV.
STANDARD TREE PROTECTION DETAIL p tO3-08
440 06-08
-10
CONTRACT SHEET
39 OF 43
•a'tN CARD
-, oF�ss�p
QEA
18
,0 021/ /aok
'114 M. YP�.►
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS -BUILT
AUTH. DAT
WATER AND SEWER PERMITS
JOB NO. P- 05808C
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Q4D-ftc
O6
ROADWAY
DESIGNED 11/2022 BY HDR
SEWER
2022-013C
CONST . SURVEY BY
GRMS Phase IV Sewer Force Main Extension
STANDARD EROSION CONTROL DETAILS
SHEET NO.
WATER
CHECKED BY DTB
39 OF 43
100% SUBMITTAL
SIDEWALK
I
I
I
I
I
I SCALE: AS NOTED

INLET
METAL FENCE POST
14 GAUGE
WIRE SCREEN
WITH 1/4" OPENINGS
#57 STONE
I I
I I
I
I I
I I :
I I o
I I
I
I I
I I
I I
I I
- J
F
'/ LOW
i f
SEDIMENT
\ I /
TYPICAL VIEW /
STONE / WIRE INLET PROTECTION
NOTES.'
POST TO BE SET AT EACH CORNER OF INLET. IN ANY CASE THERE IS TO BE
NO MORE THAN 5 , -0 " BETWEEN POSTS.
POST METAL T-POST 5'-0" IN HEIGHT, 4 FT MAXIMUM SPACING
WIRE SCREEN 3'-0" IN WIDTH WITH 1/4" OPENINGS
STONE #57 STONE TO BE PLACED 15 " DEEP A T WIRE SCREE
3OF3
CITY OF G R E E N S B O R O
0
STANDARD STORMWA TER INLET STD. NO. REV.
W
N PROTECTION MEASURES 4,31 DEC Zoos
FLOW
FLOW
CLASS "B" RIP -RAP
�12" MIN.
3'
AI MIN
12" MIN. I I 12" MIN. ROADWAY SHOULDER
ti �• 24"
DIVERSION POINT STORAGE L O 7 MIN. ------------------------
AREA "' D ; ' FLOW
STORAGE VOL. -MIN. 3600 CU. ORIG.
FT. PER ACRE DISTURBED AREA --Spb1)Nti------------ #5 OR #57 --- ------------------
18" T
MIN. WASHED STONE
t36" PIPE MAX.
EXCAVATED SEDIMENT STORAGE
PROFILE VIEW
NOTES.'
1. INSTALL CLASS B RIP -RAP IN A SEMI -CIRCLE AROUND THE PIPE INLET. BUILD UP THE STONE
HIGHER ON EACH END WHERE IT TIES TO THE EMBANKMENT. THE MINIMUM CREST WIDTH OF THE
RIP -RAP SHOULD BE 3 FT, THE MINIMUM BOTTOM WIDTH SHOULD BE 11 FT, AND A MINIMUM HEIGHT
OF 2 FEET - BUT SHOULD ALSO BE 1 FT LOWER THAN THE SHOULDER OF THE EMBANKMENT.
2. A 1 FT THICK LAYER OF #5 OR #57 WASHED STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE
OF THE RIP -RAP.
3. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE
SEMI -CIRCLE 18 " BELOW GRADE.
4. INSPECT EROSION CONTROL DEVICES AT LEAST ONCE WEEKLY AND AFTER EACH RAINFALL PRODUCING
E EVENT OF 1/2 " OR GREA TER. EXCA VA TE SEDIMENT FROM THE DEPRESSION ONCE ACCUMUL A TED
DEPTH HAS REACHED 1/2 THE DESIGN DEPTH OF THE TRAP TO MAINTAIN ADEQUATE STORAGE AREA.
E REPLACED ANY CONTAMINATED STONE.
i 5. ANY RIP -RAP DISPLACED FROM ITS ORIGINAL LOCATION SHOULD BE REPLACED IMMEDIATELY.
6. ONCE DISTURBED AREAS HAVE BEEN STABILIZED, FILL THE DEPRESSION AND ESTABLISH FINAL
GRADE AND STABILIZE WITH GROUND COVER.
7. THE STORAGE VOLUME REQUIRED IS 3600 CUBIC FT PER ACRE OF DISTURBED AREA.
0
o Cl T Y OF GREENSBORO
n
n STD. NO. REV.
ROCK PIPE INLET PROTECTION 453 06/09
SPACING OF WA TER BARS
SLOPE
SPACING
(%)
(FT.)
<5
125
5 TO 10
100
10 TO 20
75
20 TO 35
50
` >35
25
nPE
SECTION VIEW OF WA TER BAR
NOTES.'
1. INSTALL WATER BARS IMMEDIATELY AFTER CLEARING OPERATIONS.
2. DISK OR ROUGHEN THE SURFACE PRIOR TO PLACEMENT OF FILL FOR THE BERM.
3. TRACK OR TAMP THE RIDGE TO COMPACT IT TO THE DESIGN CROSS SECTION.
4. DIVERSIONS SHOULD BE INSTALLED SUCH THAT THE SLOPE IN THE CHANNEL SECTION DOES
NOT EXCEED 2%.
5. LOCATE THE OUTLET OF WATER BARS TO UNDISTURBED AREAS. IF THE AREA IS NOT ADEQUATE
TO RESIST EROSION, STABILIZE THE AREA WITH RIP -RAP (REFER TO COG STD. #422) .
6. IMMEDIATELY SEED AND MULCH AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC.
IF EQUIPMENT WIL L BE CROSSING THE DI VERSION, STABIL IZE WI TH S TONE OF ADEQUA TE SIZE
TO WITHSTAND THE TRAFFIC.
7. PROVIDE EXCAVATED SEDIMENT STORAGE AND COG STD. #432 DITCH CHECK AT THE OUTLET OF
DIVERSIONS UNTIL DISTURBED AREAS ARE ADEQUATELY STABILIZED. 3, 600 CU. FT. OF STORAGE
VOLUME IS TO BE PROVIDED FOR EACH ACRE OF DISTURBED AREA DRAINING TO THE DIVERSION.
B. PERIODICALLY INSPECT RIGHT-OF-WAY DIVERSIONS FOR WEAR AND AFTER EVERY RAINFALL OF
ONE HALF INCH OR GREATER. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA ANO REPAIR
THE BERM. CHECK OUTLET AREAS AND MAKE TIMEL Y REPAIRS AS NEEDED.
9. WHEN ALL AREAS A80VE THE DIVERSION HAVE BEEN ADEQUATELY STABILIZED, REMOVE THE BERM
g AND STONE / RIP -RAP AND FILL THE CHANNEL TO BLEND WITH THE NATURAL GROUND. SEED
AND MULCH ALL REMAINING DISTURBED AREAS.
E
0
Cl T Y OF GREENSBORO
N WATER BAR DETAIL STD. NO. REV.
(RIGHT-OF-WAY DIVERSION) 454 06/09
SEE INSET A
12" EXCELSIOR WATTLE 1X\
DIA.
5�
TYPE 4 EROSION
CONTROL MATTING
BACK
SLOPE \
i
2' UPSLOPE
STAKE
2 IN.
� SEE INSET C
EDGE OF PAVEMENT
NATURAL GROUND
I II �2' DOWNSLOPE
MATTING I_ STAKE
CROSS SECTION - TRAPEZOIDAL DITCH
2' UPSLOPE
STAKE
Im
NATURAL GROUND
ENSURE ADEQUATE
CONTACT IS MADE_ _ - 2' DOWNSLOPE
WITH GROUND USING MATTING - II STAKE
WOODEN STAKES 6
WIRE STAPLES.
CROSS SECTION - VEE DITCH
PAGE 1 OF 2
0
CITY OF GREENSBORO
STD. NO. REV.
WATTLE WITH POLYACRYLAMIDE (PAM) 12/10
457
CONTRACT SHEET
40 of 43
O
N
\ \
\ Ll�
0
N
LL
N
N
N
PUMP
PROPOSED
I 20' PERM.
0EARTH
BERM
EASMENT (MIN.) - �I
N
�
00
TEMP. CONSTRUCTION (TYP.)
�
NO
N
I
I
LLSTAKE
ZU
DOWNSLOPE
STREAM CROSSING
LL
1)
EROSION STONE TO BE "CLASS I" RIP -RAP UNLESS DESIGNATED DIFFERENTLY ON
W
-10 '�
SLOPE
CLASS "I "
RIP RAP
MIN.
SEDIMENT TRAP
CONSTRUCTION PLAN.
TOP OF BANK
PAM
FLOWTAKE
\ /
2.- 1 SIDE SLOPE
2)
PIPE SIZE AND AMOUNT NEEDED TO BE DETERMINED BY ENGINEER ON CONSTRUCTION
g
*
PAM
(I OZ. ) FLOW
o
----------- - -
U
OR SILT BAG.
8
*
PLAN.
o
rn
(I 0Z .)
=
-
_
__
12 ,
5 '
/ / \
3)
TEMPORARY STREAM CROSSING TO BE CONVERTED TO COG #214 UPON PROJECT
w
-
-
MIN.
MIN
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.
...............
.................................. A
5
WIDTH OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON FIELD CONDITIONS.
STREAM
o
SEE INSET B
MATTING
-:.-:::
u-::::::::::::::::::::::::::::::::
ANY DISTURBANCE(5) EXCEEDING 40 MAY REQUIRE ADDITIONAL WATER DUALITY PERMITTING
FLOW - -
-
- =
OR MI TIGA TION
2' MIN.
�
MIN
6 .
-,. _.._......
W
a O
_..............................
CONSTRUCTION SEQUENCE FOR STREAM CROSSING
STREAM
FL OW f
1 )
INSTALL PUMP AND LINE TO PUMP FLOW FROM AREA UPSTREAM OF TEMPORARY STREAM
I
I
GIN PUMPING AND
CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BE
NA TURA L
TOP VIEW
'
TEMP.
24 " TO
5
MIN
2)
CONTINUING PUMPING WHILE WORKING WITHIN THE STREAM.
INSTALL UPSTREAM DAM, FIL TER FABRIC, AND TEMPORARY CMP. COVER PIPE INLET
GROUND
Q
RIP -RAP
TYPICAL
-
CROSSING
42" CMP
- - - - - - - - -
- - - - - - - -
2' CLASS "A"
/L-�
10' 10'
WITH FABRIC AND SAND BAGS AS SHOWN IN INSET "A" WHILE WORKING IN THE STREAM.
"B"
PIPE
PAM
CLASS "I "
CROSSING
EROSION' CONTROL
/ \
X
DEWATERING BASIN
ALLOW STREAM FLOW THROUGH CMP AS SHOWN IN INSET WHEN NOT WORKING WITHIN
THE STREAM.
SYNTHETIC FILTER
(2 OZ .)
RIP RAP
PIPE
STONE' WEIR
e 2.' 1 SIDE SLOPE
FABRIC
PROPOSED
20
10 ,
MIN.
OR SILT BAG.
3)
INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FIL TER FABRIC TO PREVENT
BACK FLOW INTO CONSTRUCTION AREA.
PLAN
EARTH BERM
(TYP.)
50' CONSTRUCTION EASEMENT
4)
INSTALL PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE OF THE
(SEE NOTE 5)
CONSTRUCTION AREA.
PROPOSED
5)
INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF BANK. DEWATER CONSTRUCTION
TOP OF BANK RIP RAP SHALL NOT
EAR(TTHYPBERM PLAN
AREA BETWEEN TEMPORARY DAM USING THIS BASIN.
OOV
DRAINAGE DITCH EX ENDWA ABOVE
.)
TERANORMAL
OR SMALL STREAM HIGH PK
STAKES
POLYETHYLENE FABRIC
ON FACE (8 AL. THICK)
5)
INSTALL THE 10' X 10' SEDIMENT TRAP OR SILT BAG.
AM STAPLES PAM
(iPOZ.) 0 OZ.)
12'
MN. TOP OF
FROM
7)
UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS, FIL TER FABRIC, AND
PTO UMP
BAN_K
PUMP
TEMPORARY CMP. DEPRESS TEMPORARY DAM BOTTOMS INTO STREAM BED UNTIL TOP OF
FIL
INSET A INSET B INSET C
_ _
/
_ _ _ _ _ _ _ _ _ _ _ _ _ _
RIP RAP IS LEVEL WITH STREAM BOTTOM. CONVERT TO COG STANDARD #214 IF CALLED
EX. IN r
1 FABRIC
-�
FOR IN THE CONSTRUCTION PLANS.
CREEK S'�o�
_ - ... ,'.
NCDOT SPEC #1055,,
SIRE9 y:;_: ;;;;::::` ::: ;;:
FLIle7
TEMP.
24" TO
8)
UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH BERM, SEDIMENT
F
TYPE-2)
NOTES.'
� A
lug , \ 42 " CMP
TRAP, AND DEWA TERING BASIN.
1.
2.
USE MINIMUM X RWATT I I UM 12" DIA EXCEL LE
USE 2 F7 WOODEN STAKES WITH A 2 " X 2 " NOMINAL CROSS SECTION.
.........
2::
B"
TA:
_........................_............._...
MIN.
.-
C OSSI G I E
CROSSING PIPE
3.
ONLY INSTALL WATTLE(5) IN DITCH SUCH THAT FLOW' PASSES OVER THE WEIR FORMED
, ..:_ .-:.:'.'.:.TEMP
- - - -
IN THE CENTER OF THE WATTLE AND NOT AROUND THE WATTLE TO PREVENT BANK EROSION.
-` '- `
- � " • ` ----
EX. INV. /� ORARY
_
-' - ---- -- - - -
4.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES A AN ANGLE
TO WEDGE WATTLE TO BOTTOM OF DITCH.
-
CREEK STONE DAM
18 " CLASS I
5.
PROVIDE STAPLES MADE OF 0. 125" DIA. STEEL WIRE- FORMED INTO A
°
��
POL YETHYLENE FABRIC
ON FACE (8 ML. THICK)
RIP -RAP
U SHAPE NOT LESS THAN 12" IN LENGTH.
L
L
5.
INSTALL STAPLES APPROXIMATELY EVERY 1 LF ON BOTH SIDES OF WATTLE
AND AT EACH END TO SECURE IT TO THE SOIL.
/
CROSSING
SECTION A -A
7.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1531 OF THE STANDARD SPECIFICATIONS.
/ : • \
PIPE
o
0
8.
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
o
I
o
o
NOTES:
L OCA TION AND FROM ANY OFFSI TE BORROW MA TERIAL L. ANAL YZE FOR APPROPRIA TE PAN,
N
N
N
FLOCCULANT TO BE APPLIED TO EACH WATTLE.
a
\;::::::::.:::: .:
a
E
1) PERMANENT CROSSING FOR VEHICLE MAINTENANCE EQUIPMENT.
9.
o
INTIALL Y APPL Y 2 OUNCES OF ANIONIC OR NEUTPA LL Y CHARGED PAM OVER WATTLE WHERE
WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
w
\ ' • - ' :_ '::1
INSTALL SANDBAGS IN PIPE INVERT
6 FABRIC WHILE PUMPING
w
2) CLASS IRIP-RAP TO BE LAID MIN. 18 INCHES THICK OVER ENTIRE AREA OF DISTURBANCE
`
PAN, AFTER EVERY RAINFALL EVENT THAT IS EQUAL 70 OR EXCEEDS 0. 50 ".
..•:;
:".,- `;::_:'j
A
AROUND DURING CONSTRUCTION IN STREAM.
d
(AS DIRECTED BY ENGINEER).
10.
L
ONLY POL YACRYLAMIDES FROM THE NC-DWQ APPROVED LIST ARE TO BE USED. ANY
OTHER PROPOSED FLOCCULANT REQUIRES REVIEW 6 APPROVAL BY THE OWO AQUATIC
a
= POLYETHYLENE FABRIC
a
a
3) CLASS II RIP -RAP USED IN LARGER STREAMS (AS DIRECTED BY ENGINEER) .
TOXICOLOGY UNIT.
w ON FACE (8 ML. THICK)
B REMOVE SANDBAGS 6 FABRIC TO ALLOW FLOW THROUGH
PIPE WHEN NOT PUMPING AROUND.
W
1
W
4) AS PROJECT IS STABILIZED PLACE SYNTHETIC FIL TER FABRIC 6 SPREAD ALL EXISTING
11.
WATTLES SHOULDSPACED IN DITCH USING THE FORMULA:
[WATTLE DIA. (FT)) X 1001 /SLOPE (%)
EROSION STONE INTO PERMANENT LINER AS SHOWN. ADD STONE AS NEEDED.
= 12.
WATTLE MATTING IS NOT REQUIRED ON DITCH LINES WHERE COMPLETE MATTING
N
Y
SECTION A -A
Y
Y
5) ANY REQUIRED ARMORING ABOVE NORMAL HIGH WATER MARK SHALL CONSIST OF
IS INDICATED ON THE PLANS.
1 OF 2
2 OF 2
3
MATTING OR APPROVED VEGETATIVE COVER.
oINSTALLATION
PAGE 2 OF 2
3
�w..N►�„�i+''+,
c
C/T
Y OF GREENSBORO
L
C/T Y
OF GREENSB0R0
Y OF GREENSBORO
L
�C/T
Y OF GREEHSBORO
a
�C/T
,.•••�cN.�cgRo
a�-04 ,
N
STD. NO.
REV.
STANDARD TEMPORARY CREEK
STD. NO.
REV.
STANDARD TEMPORARY CREEK
STD. N0.
REV.
STANDARD PERMANENT CREEK STABILIZATION
STD. NO.
REV.
oF�SS/
z Q�
a WATTLE WITH POLYACRYLAMIDE (PAM)
12/10
u
CROSSING
DURING CONSTRUCTION
01-9105-05
03-97 09-05
CROSSING DURING CONSTRUCTION
01-9106-05
03-97
214
01-9105-05
'
457
W
21,3
W
213
09-05
w
WITH MAINTENANCE CROSSING
03-97
03-05
03-05
s O03-05
''•.,�qs �GIN�c��C
1.. M.YA.�
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
REVISIONS TYPE
ROADWAY
SEWER
WATER
100% SUBMITTAL SIDEWALK
CONTRACT ICONTRACTORI AS -BUILT I AUTH . DATEI WATER AND SEWER PERMITS
2022-013C
JOB NO. P- 05808C
DESIGNED 11/2022 BY HDR
CONST. SURVEY BY
CHECKED BY DTB
SCALE: AS NOTED
K-
CITY OF GREENSBORO 04D-13
WATER RESOURCES DEPARTMENT
GRMS Phase IV Sewer Force Main Extension SHEET NO.
STANDARD EROSION CONTROL DETAILS 40 OF 43

"" r_T GRATE
1'-0" (TYP)
INSTALL STRAW EROSION CONTROL MATTING
THIS PART OF SLOPE ORIGINAL
CATCH BASIN SUSPENSION CORD/RODS
PLANTED TO SHRUBS GROUND LINE
AND GRASS a`
co OVERFLOW
2
FILTER FABRIC SACK
DEPTH
VARIES FILL
Ld FRONT VIEW
KEY MATTING /�� CREEK m T vJ
INTO GROUND /�//\�//�/�\/ BOTTOM < 3, -6,� MINIMUM
GEOTEXTILE OR
NOTES: >JJ BEDDING MATERIAL
AS NEEDED CATCH BASIN
"
1. STRAW MATTING AND STAPLES AS SPECIFIED IN THE 2012 2' MINIMUM ° 1 REBAR IN HEM
FOR BAG REMOVAL
NCDOT STANDARD SPECIFICATIONS SECTION 1060-8. ° \
2. MAT SHALL BE STAPLED IN PATTERN AS SUGGESTED BY STORM PIPE RUBBER RESTRAINT
MANUFACTURER. BLOCKS
2'-6" MINIMUM
GRASS VEGETATED V-SWALE
NOT TO SCALE
NOTES r Lr\l'4
1. DO NOT EXCAVATE STREAMS WITH ROCK BOTTOMS IN ORDER TO PLACE ALL PIPES AT THE SAME LEVEL.
PLACE AS MANY PIPES AS PRACTICAL WITHIN THE LOW AREA OF THE STREAM. PLACE REMAINING PIPES
REQUIRED TO CROSS THE STREAM ON THE EXISTING STREAM BOTTOM.
2. INITIATE PUMP AROUND DIVERSION PRIOR TO ANY EXCAVATION IN STREAM.
3. STREAM CROSSING CAN ONLY BE IN PLACE FOR UP TO 4 MONTHS. CONTRACTOR IS RESPONSIBLE FOR
SCHEDULING WORK TO MEET THIS REQUIREMENT.
4. CONTRACTOR MUST MAINTAIN CROSSING. THIS INCLUDES KEEPING THE PIPES AND INLET AREA CLEAR OF
DEBRIS TO MAINTAIN MAXIMUM WATER FLOW.
#57 WASHED STONE
20 FT. MIN
OACH LENGTH �'� �� TOP OF ROADWAY
1 /2 PIPE DIAMETER OR
12", WHICHEVER IS GREATER
5 FT. MAX. FILL HEIGHT
FROM LOW POINT OF
ORIGINAL CHANNEL
IDTH BASED
UIPMENT USED
8 IN. MIN DEPTH
INSTALL NON -WOVEN GEOTEXTILE
FABRIC BENEATH APPROACHES
CLASS B RIPRAP
PIPES SIZED TO ���/\�/� /�\�/' '� //�//�//�//.�ALL PIPE INVERTS SHOULD BE
HANDLE FLOW RATE 12 IN. MAX LEVEL WITH THE LOW POINT OF
BETWEEN PIPES ELEVATION ORIGINAL CHANNEL
INSTALL NUMBER OF CULVERT PIPES
REQUIRED TO SPAN CHANNEL
24" DIAMETER (MINIMUM)
K0_4�TEMPORARY STREAM CROSSING DETAIL
NOT TO SCALE
SIDE VIEW
TOP OF
FRONT VIEW
STREAM BANK STABILIZATION
NOT TO SCALE
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FILTER FABRIC SACK
NOTES:
1. CURB INLETS AND COMBINATION CURB AND GRATE INLETS WILL
REQUIRE THE USE OF A CURB INLET FILTER. CURB INLET FILTER
SHALL BE THE "GUTTER EEL" AS MANUFACTURED BY ACF ENVIRONMENTAL,
INC., OR EQUAL. CURB INLET FILTER, WHEN REQUIRED, WILL BE INSTALLED
AT NO ADDITIONAL COST TO THE OWNER.
2. SIZE OF SACK TO BE DETERMINED BY MANUFACTURER TO SUIT
I N LET.
3. INSTALL BAGS WITHOUT GAPS AT INLET GRATE.
4. FILTER FABRIC SACK SHALL BE "SILTSACK" MANUFACTURED BY ACF
ENVIRONMENTAL, INC.
INLET SEDIMENT PROTECTION DETAIL
NOT TO SCALE
18" EXISTING
(MIN.) GROUND
BACKFILL
6"
(MIN.)
STAPLES ON
1' CENTERS
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6" MIN
MATTING SHALL BE STAPLES ON
PLACED IN TRENCH 1' CENTERS
AND BACKFILLED IN TRENCH
DIAGRAM O
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Staple
X X
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X
DIAGRAM (:�
NOTES:
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
EROSION CONTROL MATTING INSTALLATION
NOT TO SCALE
Staple Check Pattern
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1631.01
CONTRACT SHEET
41 OF 43
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HDR Engineering, Inc.
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS -BUILT
AUTH. DAT
WATER AND SEWER PERMITS
JOB NO. P- 05808C
CITY OF GREENSBOROof
the Carolinas
NCBELS License No. F-0116
WATER RESOURCES DEPARTMENT
�4D_�g
ROADWAY
DESIGNED 11/2022 BY HDR
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
SEWER
2022-013C
CONST. SURVEY BY
GRMS Phase IV Sewer Force Main Extension
SHEET NO.
704.338.6700
STANDARD EROSION CONTROL DETAILS
WATER
CHECKED BY DTB
41 OF 43
100% SUBMITTAL
SIDEWALK
SCALE: AS NOTED

A
15"-16"
TOP VIEW ......,...�.., � ..,..,.�
2' WOODEN STAKE
DISTURBED AREA
LINED DRAINAGE CLEAN WATER
BYPASS. SEE SECTION THIS DETAIL
FRONT VIEW SEE INSET A
WATTLES
ISOMETRIC VIEW
18" WATTLE PARALLEL TO 1AInDV 7nnI=
SET 2" INTO EXISTING GRO'
IN
STANDARD 6.6' LINER WIDTH
MAINTENANCE:
• WATTLES SHALL BE INSPECTED WEEKLY AND
AFTER EACH RUNOFF EVENT.
• SEDIMENT DEPOSITS SHALL BE CLEANED FROM
THE WATTLES WHEN IT REACHES HALF THE
HEIGHT OF THE LOG.
• DAMAGED WATTLES SHALL BE REPLACED WITHIN
24 HOURS OF INSPECTION. A SUPPLY OF
WATTLES SHALL BE MAINTAINED ON SITE FOR
THIS PURPOSE.
NOTES:
USE MINIMUM 18 IN. NOMINAL DIAMETER COIR FIBER
(COCONUT) WATTLE AND LENGTH OF 10 FT.
EXCAVATED A 2 TO 3 INCH TRENCH FOR WATTLE TO BE
PLACED.
DO NOT PLACE WATTLES ON TOE OF SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN.
NOMINAL
CROSS SECTION.
INSTALLED A MINIMUM OF 2 UPSLOPE STAKES AND 4
DOWNSLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO
GROUND.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL
WIRE FORMED INTO A U SHAPE NOT LESS THAN 12" IN
LENGTH
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT
ON BOTH SIDES OF WATTLE AND AT EACH END TO
SECURE IT TO THE SOIL.
FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM
SPACING OF 25 FT.
3E FLOW
CLEANWATER DIVERSION IN "U" SHAPE.
SEE ISOMETRIC VIEW
AIlITCC-
1. ALL SWALES TO BE LINED WITH NAG C125BN OR APPROVED EQUAL.
TEMPORARY CLEANWATER DIVERSION
NOT TO SCALE
SECTION VIEW
CONTRACT SHEET
,42 OF 43
`.,•N CARO
:-04 oF�ss�p
Q EA
z 18
Iaok
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Al. Yle,ptjA'
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DAT
WATER AND SEWER PERMITS
JOB NO. P— 05808C
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
04D-09
ROADWAY
DESIGNED 11/2022 BY HDR
SEWER
2022-013C
CONST . SURVEY BY
GRMS Phase IV Sewer Force Main Extension
STANDARD EROSION CONTROL DETAILS
SHEET NO.
WATER
CHECKED BY DTB
OF
142 43
100% SUBMITTAL
SIDEWALK
SCALE: AS NOTED

PROJECT NARRATIVE
THE PROPOSED PHASE IV SEWER FORCE MAIN EXTENSION PROJECT IS LOCATED IN RANDOLPH COUNTY,
NORTH CAROLINA SOUTHEAST OF GREENSBORO AND WILL ENCOMPASS APPROXIMATELY 3.44 MILES OF NEW
SEWER FORCE MAIN ALONG THE EXISTING RIGHT OF WAY OF JULIAN AIRPORT ROAD AND U.S. 421. PRIOR TO
INITIATING TEMPORARY AND PERMANENT CONSTRUCTION PHASES ASSOCIATED WITH THE NEW UTILITY MAINS,
THE CONSTRUCTION CONTRACTOR WILL INSTALL EROSION CONTROL MEASURES TO ENCOMPASS THE
ANTICIPATED CONSTRUCTION LIMITS. AN AVOIDANCE AND MINIMIZATION OF DISTURBANCE APPROACH SHALL
BE INCORPORATED IN THE SITING OF THE EROSION CONTROL MEASURES. EROSION CONTROL MEASURES ARE
INDICATED HEREIN FOR PERMITTING USE ONLY BY NCDEQ. THE INITIAL PROJECT DURATION IS ANTICIPATED TO
BE FOUR WEEKS FOR INSTALLATION OF EROSION CONTROL MEASURES WITH MAINTENANCE AS NEEDED
DURING THE CONSTRUCTION OF THE UTILITY MAINS.
GENERAL EROSION CONTROL NOTES
1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES
NECESSARY TO COMPLY WITH THE STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) AND APPLICABLE STATE AND LOCAL LAWS AND
ORDINANCES, AND PREVENT STANDING WATER WITHIN PROJECT LIMITS, UNLESS OTHERWISE DIRECTED.
2. INSTALL CONSTRUCTION ENTRANCES AND ACCESS ROADS IN LOCATIONS SHOWN, IN ACCORDANCE WITH
STATE STANDARDS AND WITH MINIMAL DISTURBANCE TO SURROUNDING VEGETATION AND TREES.
CONTRACTOR SHALL RECEIVE PRIOR APPROVAL FROM ENGINEER BEFORE TREE REMOVAL FOR ACCESS
ROAD CONSTRUCTION. WITHIN 30 DAYS AFTER CONSTRUCTION IS COMPLETED FOR WHICH ACCESS ROAD
IS USED, AND UNLESS OTHERWISE APPROVED, CONTRACTOR SHALL REMOVE ALL REMNANTS OF THE
ACCESS ROADS AND RETURN AREA TO AS GOOD AS OR BETTER CONDITION. ADDITIONAL MEASURES TO
CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BASED ON CONTRACTOR'S PRACTICES OR BY A
REPRESENTATIVE OF CITY OF GREENSBORO OR OWNER'S ENGINEER AND WILL BE EMPLOYED WHERE
DETERMINED NECESSARY BY ACTUAL SITE CONDITIONS.
3. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLE OR SITE ONTO PUBLIC
ROADWAY OR INTO STORM DRAIN MUST BE REMOVED.
4. ALL DITCH LINES DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED BY THE CONTRACTOR. ON ALL
NEW OR DISTURBED UNPAVED DITCHES, INSTALL A SOIL STABILIZATION MATTING (NAG S150, S15OBN OR
APPROVED EQUAL) ON THE DITCH BOTTOM AND SIDE SLOPES.
5. PROVIDE SILT FENCE ADJACENT TO DITCHES AND AT THE TOE OF FILL SLOPES. ALSO, PROVIDE ADEQUATE
MEASURES IN AREAS WHERE NATURAL VEGETATION DOES NOT PROVIDE A SUFFICIENT BUFFER AND AS
DIRECTED BY THE ENGINEER. WHERE SILT FENCE AND TREE PROTECTION CONFLICT, STOP SILT FENCE AT
TREE PROTECTION.
6. PROVIDE INLET SEDIMENT FILTER AT ALL NEW STORM INLETS. INLET PROTECTION MAY BE REQUIRED AT
EXISTING INLETS IN THE EVENT SEDIMENT WILL RUN DOWNSTREAM TO AN EXISTING INLET.
7. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY:
a. THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH
STAKES, FENCING, OR OTHER APPROPRIATE MEANS. THE LOCATION AND EXTENT OF ALL
AUTHORIZED LAND DISTURBANCE ACTIVITY SHALL BE DEMARCATED FOR THE DURATION OF THE
CONSTRUCTION ACTIVITY. NO LAND DISTURBANCE SHALL OCCUR OUTSIDE THE APPROVED LIMITS
INDICATED ON THE APPROVED PLANS.
b. ALL TREE PROTECTION FENCING SHALL BE INSTALLED, INSPECTED AND APPROVED BY THE
INSPECTOR. TREES WITHIN THE PROTECTION AREAS MAY ONLY BE REMOVED WITH APPROVAL BY
THEINSPECTOR.
8. COMPLY WITH THE FOLLOWING CONSTRUCTION SEQUENCE FOR EACH CONSTRUCTION PHASE:
a. GRUBBING SHALL BE PERFORMED DURING PREDICTED PERIODS OF DRY WEATHER.
b. EROSION CONTROL DEVICES AND STORMWATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR
TO ANY OTHER CONSTRUCTION AND WITHIN 24 HOURS OF GRUBBING. THIS MAY REQUIRE GRUBBING
IN STAGES TO ENSURE EROSION CONTROL MEASURES ARE PUT IN PLACE PRIOR TO A RAIN EVENT.
THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT
SHOWN ON THE APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT
FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES
DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF
CONSTRUCTION SHALL IMMEDIATELY BE REPORTED TO THE ENGINEER.
c. SILT FENCE SHALL BE INSTALLED WITHIN 24 HOURS OF GRUBBING AND LOCATED PER THE PLANS. THE
CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT IS WITHIN 12" OF THE TOP OF THE
SILT FENCE UTILIZED FOR EROSION CONTROL.
9. THE CONSTRUCTION OF THE SITE WILL COMMENCE WITH INSTALLATION OF EROSION CONTROL MEASURES
SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL SEDIMENT CONTROL WILL BE
MAINTAINED UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY
STABILIZED WITH PERMANENT VEGETATION OR PAVEMENTS.
10. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN ALL.
CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE CORRECTED TO NORTH
CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS.
11. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON THE SITE
WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS.
12. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES
NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION.
13. ON -SITE STOCKPILING OF SOIL IS ALLOWED WITHIN THE LIMITS OF DISTURBANCE SUBJECT TO PLACING
APPROPRIATE EROSION CONTROL DEVICES TO PREVENT SOIL LOSS DURING RAIN EVENTS. LOCATIONS
SHALL BE PRE -APPROVED BY THE INSPECTOR.
14. GROUND STABILIZATION SHALL BE ACHIEVED CONSISTENT WITH NCDEQ GENERAL PERMIT NCGO1000
EFFECTIVE AS OF AUGUST 2, 2011. WHERE LAND DISTURBING ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED, ALL DISTURBED AREAS SHALL BE PROVIDED WITH TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING
ACTIVITY EXCEPT FOR ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, AND ALL SLOPES
STEEPER THAN 3:1 (H:V), WHICH SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
GROUND COVER WITHIN 7 CALENDAR DAYS FROM THE LAND DISTURBING ACTIVITY. THE CONTRACTOR
SHALL REFER TO GENERAL PERMIT NCGO1000 FOR SPECIFIC CONDITIONS, EXEMPTIONS, AND
DEFINITIONS FOR MEETING THESE STABILIZATION REQUIREMENTS. SEE TABLE 1.
15. SITE DISTURBED AREA = 14.76 ACRES. THE SITE IS LOCATED AT 35°54'07" N, 79°38'55" W.
16. PROVIDE NOTIFICATION TO ALL AFFECTED PROPERTY OWNERS PRIOR TO CONSTRUCTION, AS
APPLICABLE.
17. EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT
THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE OF THE PROJECT
TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF -INSPECTION REPORT AS WELL
AS DETAILS OF THE SELF -INSPECTION NCDEQ PROGRAM CAN BE FOUND ON THE LAND QUALITY WEB
SITE: http://deq.nc.govlaboutldivisionslenergy-mineral-land-resources/erosion-sediment-control/forms
18. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN
APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A
LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM
DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A
FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID
WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS. [15A NCAC 4B
.0110]
EROSION MAINTENANCE REQUIREMENTS
1. SEDIMENT FENCE (SILT FENCE):
a. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND IMMEDIATELY FOLLOWING A RAIN EVENT
WHICH EXCEEDS 0.5 INCHES IN A 24-HOUR PERIOD. MAKE ANY REQUIRED REPAIRS BY THE END OF
EACH DAY.
b. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
c. REMOVE SEDIMENT DEPOSITS WHEN FENCE IS 1/3 BURIED WITH SEDIMENT OR AS ADVISED BY
OWNER'S ENGINEER TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE.
d. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
e. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE. STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
2. WATTLES:
a. INSPECT CHANNELS FOR DAMAGE IMMEDIATELY FOLLOWING A RAIN EVENT WHICH EXCEEDS 0.5
INCHES IN A 24-HOUR PERIOD.
b. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE WATTLE AND EROSION FROM HIGH FLOWS
AROUND THE EDGES OF THE WATTLE. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION
OCCURS BETWEEN WATTLES, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
CHANNEL.
c. REMOVE SEDIMENT ACCUMULATED BEHIND THE WATTLES AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STRAW WATTLE AND PREVENT
LARGE FLOWS FROM CARRYING SEDIMENT OVER THE WATTLE.
3. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT:
a. INSPECT ON LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
2-INCH STONE. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS.
4. ROCK OUTLET PROTECTION:
a. INSPECT STONE ARRANGEMENT EVERY 7 CALENDAR DAYS AND IMMEDIATELY FOLLOWING A RAIN
EVENT WHICH EXCEEDS 0.5 INCHES IN A 24-HOUR PERIOD.
b. MAINTAIN SPECIFIED DIMENSIONS AND REMOVE SEDIMENT BUILDUP WHEN THE SEDIMENT LEVEL IS'/2
THE HEIGHT OF THE ROCKS.
5. INLET PROTECTION:
a. INSPECT STONE ARRANGEMENT EVERY 7 CALENDAR DAYS AND IMMEDIATELY FOLLOWING A RAIN
EVENT WHICH EXCEEDS 0.5 INCHES IN A 24-HOUR PERIOD.
b. REPLACE STONE AS NEED TO MAINTAIN SPECIFIED DIMENSIONS
c. REMOVE SEDIMENT BUILDUP WHEN THE SEDIMENT LEVEL IS'/2 THE HEIGHT OF THE ROCKS. TAKE
CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL
6. TEMPORARY DIVERSIONS:
a. INSPECT EVERY 7 CALENDAR DAYS AND IMMEDIATELY FOLLOWING A RAIN EVENT WHICH EXCEEDS 0.5
INCHES IN A 24-HOUR PERIOD. REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
RIDGES. ALSO CHECK AND MAINTAIN OUTLETS.
b. WHEN THE PROTECTED AREA IS PERMANENTLY STABILIZED, REMOVE THE RIDGES AND THE CHANNEL
TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE SITE.
7. CHECK DAM:
a. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE IMMEDIATELY FOLLOWING A RAIN EVENT WHICH
EXCEEDS 0.5 INCHES IN A 24-HOUR PERIOD.
b. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH
FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT
EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
CHANNEL.
c. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL
VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM AND PREVENT LARGE
FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN
DESIGN HEIGHT AND CROSS SECTION.
TEMPORARY AND PERMANENT NON LAWN SEEDING MEASURES
A. GENERAL:
1. AFTER CONSTRUCTION IS COMPLETE IN ANY AREA OR PHASE OF THE PROJECT, THE DISTURBED
AREAS SHALL RECEIVE A PERMANENT GROUND COVER. SEEDING AND MULCHING SHALL BE
PERFORMED IMMEDIATELY BEHIND CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE PERMANENT
SEEDING IN ALL DISTURBED AREAS AS INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR
SHALL ADAPT PERMANENT SEEDING OPERATIONS TO PROTECT AND TO ACCOMMODATE ANY
TEMPORARY SEEDING AND SOIL AND EROSION CONTROL MEASURES THAT MAY ALREADY BE IN PLACE
DURING THE WORK PERIOD.
2. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE APPROPRIATE
TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL COST TO OWNER.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR TURF MAINTENANCE THROUGH SUBSTANTIAL
COMPLETION. SLOPES MUST BE AT 90% COVERAGE AT SUBSTANTIAL COMPLETION REVIEW TO BE
ACCEPTED. IF NOT AT 90% COVERAGE, SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL THE
FOLLOWING GROWING SEASON.
B. SITE PREPARATION AND INSTALLATION:
1. GROUND COVER: ALL DISTURBED AREAS SHALL BE DRESSED TO A DEPTH OF SIX (6) INCHES. THE TOP
THREE (3) INCHES SHALL BE PULVERIZED TO PROVIDE A UNIFORM SEEDBED. RAKE OR HARROW THE
SITE TO ESTABLISH A SMOOTH AND LEVEL FINAL GRADE. SOIL PARTICLES SHOULD BE NO LARGER
THAN MARBLE SIZE, AND PEA GRAVEL SIZE IS RECOMMENDED. AGRICULTURAL LIME SHALL BE
APPLIED AT THE RATE OF 1 TONS/ACRE IMMEDIATELY BEFORE PLOWING. GRASS SEED SHALL BE
APPLIED AT THE RATES OUTLINED IN TABLES 2A AND 2B.
2. 10-10-10 FERTILIZER SHALL BE APPLIED TO ALL DISTURBED AREAS AT A RATE OF 750 LBS./ACRE.
MULCHING SHALL CONSIST OF SMALL GRAIN STRAW APPLIED AT A RATE OF 2 TONS/ACRE. MULCHED
AREAS SHALL BE TACKED WITH AN APPROVED METHOD SUFFICIENT TO HOLD THE STRAW IN PLACE, AT
A RATE OF 150 TO 200 GALLONS PER TON OF STRAW.
3. SOME AREAS MAY REQUIRE TEMPORARY SEEDING DUE TO AN INTERRUPTION OF WORK OR SEASONAL
RESTRICTIONS AS SPECIFIED IN THE PERMANENT SEEDING SCHEDULE, OR A COMBINATION THEREOF.
THESE AREAS SHALL BE RE -SEEDED IN ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. IF
TEMPORARY SEEDING IS REQUIRED DUE TO CONTRACTOR DELAYS, THERE WILL BE NO
COMPENSATION FOR THE TEMPORARY SEEDING. TEMPORARY SEEDING SHALL BE PERFORMED ONLY
AT THE DIRECTION OF THE ENGINEER OR INSPECTOR.
C. CLEANUP AND INSPECTION:
1. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EQUIPMENT AND
OTHER ARTICLES USED. ALL EXCESS SOIL, STONE, AND DEBRIS SHALL BE REMOVED AND LEGALLY
DISPOSED OF AT NO ADDITIONAL COST TO THE OWNER. ALL WORK AREAS SHALL BE LEFT IN A CLEAN
AND NEAT CONDITION. ALL DAMAGE TO EXISTING CONSTRUCTION CAUSED BY LANDSCAPING
OPERATIONS SHALL BE REPAIRED TO THE SATISFACTION OF THE TOWN AT THE CONTRACTOR'S
EXPENSE.
2. SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO ESTABLISH A UNIFORM
STAND OF SPECIFIED GRASS. SCATTERED BARE SPOTS, NONE OF WHICH SHALL BE LARGER THAT ONE
(1) SQUARE FOOT, WILL BE ALLOWED UP TO A MAXIMUM OF 3% OF THE SEEDED AREA FOR EACH
PROPERTY. WHEN SEEDED AREAS ARE READY FOR INSPECTION, THE MAINTAINED TURF AREAS SHALL
BE NEATLY MOWED TO THE UNIFORM HEIGHT OF APPROXIMATELY FOUR (4) INCHES. THE LAWNS
SHALL BE CONSIDERED ESTABLISHED ONLY WHEN THE SPECIFIED GRASS IS VIGOROUS AND GROWING
WELL IN ADDITION TO MEETING THE OTHER REQUIREMENTS SPECIFIED.
3. AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE CONCLUSION OF THE
LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION SUBMITTED BY THE
CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF
INSPECTION.
4. A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF SEEDED TURF GRASS
HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION SUBMITTED BY THE
CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF
INSPECTION. IF A SATISFACTORY STAND OF TURF HAS NOT BEEN PRODUCED AT THE TIME OF FINAL
INSPECTION, NECESSARY REPAIRS SHALL BE PERFORMED IN CONFORMANCE WITH THE
REQUIREMENTS OF THIS SECTION. UPON COMPLETION OF THESE REPAIRS, THE SEEDED GRASS
SHALL BE REINSPECTED UPON WRITTEN NOTICE AS ABOVE.
5. THESE NOTES ARE GENERAL. THE CONTRACTOR SHALL COMPLY WITH ANY AND ALL NCDEQ SEDIMENT
AND EROSION CONTROL REQUIREMENTS FOR PROJECT CLOSEOUT.
TABLE 2A
SHOULDERS, SIDE DITCHES, SLOPES
(For Slopes Between 2:1 and 3:1)
Date
Type
Planting Rate
Kobe Lespedeza (scarified)
50 lbs./acre
Mar 1 -June 1
and
Add Tall Fescue
120 lbs./acre
Mar 1 - Apr 15
or
Mar 1 - June 30
Add Hulled Common Bermudagrass
25 lbs./acre
-Tall Fescue and
120 lbs./acre
June 1 - Sept 1
""*Brovvntop Millet or
35 lbs./acre
***Sorghurn-Sudan Hybrids
30 lbs./acre
Kobe Lespedeza (unhulled/unscarified)
70 lbs./acre
Sept 1 -Mar 1
and Tall Fescue
120 lbs./acre
Nov 1 - Mar 1
Add Abruzzi Rye
25 lbs./acre
TABLE 2B
SHOULDERS, SIDE DITCHES, SLOPES
(For Slopes 3:1 and Flatter)
Date
Type
Planting Rate
Aug 15 - Nov 1
Tall Fescue
300 lbs./acre
Nov 1 - Mar 1
Tall Fescue and Abruzzi Rye
300 lbs./acre
Mar 1 - Apr 15
Tall Fescue
300 lbs./acre
Apr 15 - June 30
Hulled Common Bermudagrass
25 lbs./acre
w Tall Fescue and ***Brontop Millet
35 lbs./acre
July 15 -Aug 15
or ***SorghurrrSudan Hybrids
"NOTE: SUBSTITUTE GRASS SEED MIXTURES MUST BE REVIEWED AND APPROVED BY THE ENGINEER.
PERMANENT LAWN SEEDING MEASURES
A. GENERAL
1. THE FOLLOWING INFORMATION SHALL BE APPLICABLE FOR ALL PERMANENT LAWN
SEEDING. PERMANENT LAWN SEEDING SHALL TAKE PLACE WITHIN ALL DEVELOPED
AREAS OF DISTURBANCE AND SHALL BE REPLACED IN KIND OF EXISTING MATERIAL BY
THE CONTRACTOR. AN APPROVED TURF TYPE TALL FESCUE BLEND SHALL BE USED PER
THE CONTRACT DOCUMENTS. KENTUCKY 31 FESCUE IS NOT AN ACCEPTABLE BLEND.
2. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE
APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL
COST TO OWNER.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR LAWN MAINTENANCE THROUGH SUBSTANTIAL
COMPLETION. LAWNS MUST BE AT 90% COVERAGE AT SUBSTANTIAL COMPLETION
REVIEW TO BE ACCEPTED. IF NOT AT 90% COVERAGE, SUBSTANTIAL COMPLETION WILL
BE DELAYED UNTIL THE FOLLOWING GROWING SEASON.
B. SITE PREPARATION:
1. REMOVE OR KILL ANY UNDESIRABLE EXISTING TURF OR VEGETATION. HERBICIDE
SPRAYING OR OTHER CHEMICAL TREATMENT SHALL BE APPROVED BY THE ENGINEER
PRIOR TO BEING USED BY THE CONTRACTOR. IF PREEXISTING TURF OR OTHER
VEGETATION IS MIXED WITH THE SOIL TO BE REUSED, THE CONTRACTOR SHALL USE BEST
JUDGEMENT IN REMOVING IT OR INCORPORATING IT INTO THE SOIL DURING
PREPARATION.
2. IF TOPSOIL WAS NOT USED TO REESTABLISH THE UPPER SOIL LAYER AND THE UPPER
SOIL IS HEAVY WITH HIGH CLAY CONTENT, SPREAD 1.5-2 INCHES OF AGED GROUND PINE
BARK OR BAGGED ORGANIC HUMUS OVER THE AREA TO BE REPAIRED.
3. FOR ALL GRASSES EXCEPT CENTIPEDEGRASS, APPLY PER 1,000 SQUARE FEET: 75
POUNDS OF GROUND LIMESTONE AND ONE OF THE FOLLOWING FERTILIZERS: 40 POUNDS
OF 5-10-10; 20 POUNDS OF 10-20-20; OR 20 POUNDS OF 8-8-8 OR 10-10-10 IN COMBINATION
WITH 4 POUNDS OF 0-46-0. CENTIPEDEGRASS PREFERS ACIDIC SOILS AND LOW LEVELS
OF PHOSPHORUS AND MAY NOT REQUIRE THE ADDITION OF LIME AND PHOSPHORUS.
4. INCORPORATE LIME AND FERTILIZER (AND PINE BARK IF ADDED) INTO THE TOP 6 INCHES
OF THE SOIL USING A ROTOTILLER OR BY HAND. ROTOTILL OR HAND CULTIVATE TO WELL
INCORPORATE THE AMENDMENTS AND GET A UNIFORM LOOSELY TEXTURED SOIL OF
MINIMUM 6-INCH DEPTH.
5. RAKE OR HARROW THE SITE TO ESTABLISH A SMOOTH AND LEVEL FINAL GRADE. SOIL
PARTICLES SHOULD BE NO LARGER THAN MARBLE SIZE, AND PEA GRAVEL SIZE IS
RECOMMENDED. HAND RAKING TO LEVEL THE SOIL AND WORK OUT HILLS AND HOLLOWS.
FOR AREAS LARGER THAN 100 SQ. FT. ALLOW RAIN OR IRRIGATE TO SETTLE THE SOIL. IN
SOME SITUATIONS, THE ENGINEER MAY REQUIRE ROLLING OR CULTIPACKING TO FIRM
THE SOIL BEFORE SEEDING. HAND RAKE AGAIN TO BREAK UP THE CRUSTY SURFACE
BEFORE SEEDING OR PLANTING.
C. INSTALLATION:
1. GENERAL:
a) SEED OR PLANT THE REQUIRED GRASS ACCORDING TO TABLE 3.
b) THE CHOICE OF TURFGRASS TYPE, VARIETY AND PROPAGATION FORM SHALL BE
SPECIFIED IN THE CONTRACT DOCUMENTS, AS SPECIFIED IN THE ITEMIZED PROPOSAL,
OR AS DESIGNATED BY THE ENGINEER.
c) SEED SHALL BE TAGGED CERTIFIED SEED. GERMINATION SHALL BE A MINIMUM OF 95%.
SEED SHALL BE 98% PURE WITH LESS THAN 2% OTHER -CROP SEED OR DEBRIS. SEED
SHALL BE FREE OF NOXIOUS WEED SEED.
d) SOD, SPRIGS, PLUGS OR OTHER VEGETATIVE PLANT PROPAGATION MATERIALS SHALL BE
CERTIFIED FREE OF NOXIOUS WEEDS. MATERIALS SHALL BE IN GOOD HEALTH AND
VIGOR, FREE OF DISEASE OR PESTS, OR DAMAGE FROM DRYNESS, ADVERSE
TEMPERATURE, HERBICIDES, FERTILIZER OR OTHER CHEMICALS. SPRIGS THAT ARE
OLDER THAN 48 HOURS ARE NOT ACCEPTABLE REGARDLESS OF CONDITION.
e) THE CONTRACTOR SHALL MAINTAIN A LOG OF DATES THAT SOD, SPRIGS, PLUGS, OR
OTHER SEEDING INSTALLATION WAS COMPLETED FOR EACH INDIVIDUAL PROPERTY AND
SHALL NOTIFY THE ENGINEER OR INSPECTOR OF EACH DAY'S PROGRESS.
2. SEEDING:
a) SOW THE SEED ON FRESHLY PREPARED SOIL. ENSURE UNIFORM COVERAGE BY USING A
CENTRIFUGAL (ROTARY) OR DROP -TYPE SPREADER. AREAS LARGER THAN 100 SQ. FT.
SHALL BE SEEDED WITH A MINIMUM OF TWO PASSES AT THE APPROPRIATE PARTIAL
RATE FOR EACH PASS. FOR AREAS AVERAGING GREATER 15 FT. WIDTH, APPLY HALF THE
SEED IN ONE DIRECTION AND THE OTHER HALF AT RIGHT ANGLES TO THE FIRST
DIRECTION.
b) APPLY A STARTER -TYPE FERTILIZER TO THE SOIL SURFACE FOR EXAMPLE, 10 POUNDS
OF 5-10-10 OR 5 POUNDS OF 10-20-20 PER 1,000 SQUARE FEET AT THE TIME OF SEEDING.
c) LIGHTLY COVER THE SEED BY HAND RAKING OR DRAGGING WITH A MAT OR CHAIN -LINK
FENCE. ROLL OR TAMP THE SOIL LIGHTLY TO FIRM THE SURFACE AND PROVIDE GOOD
SEED -TO -SOIL CONTACT.
d) MULCH GRASS SEED WITH WEED -FREE SMALL GRAIN STRAW OR HAY APPLIED AT A RATE
OF 2 TONS/ACRE. STABILIZE SMALL AREAS OF MULCH BY ROLLING, WATERING OR
TACKING WITH ASPHALT TACKING SPRAY. TWINE NETTING CAN BE USED IF WIND
DISPLACEMENT IS A PROBLEM. IF APPLIED EVENLY AND LIGHTLY, THESE MATERIALS
NEED NOT BE REMOVED. LARGER AREAS SHALL BE STABILIZED BY ASPHALT TACKING
SPRAY OR TWINE NETTING.
D. CLEANUP AND INSPECTION:
1. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL
EQUIPMENT AND OTHER ARTICLES USED. ALL EXCESS SOIL, STONE, AND DEBRIS SHALL
BE REMOVED AND LEGALLY DISPOSED OF AT NO ADDITIONAL COST TO THE OWNER. ALL
WORK AREAS SHALL BE LEFT IN A CLEAN AND NEAT CONDITION. ALL DAMAGE TO
EXISTING CONSTRUCTION CAUSED BY LANDSCAPING OPERATIONS SHALL BE REPAIRED
TO THE SATISFACTION OF THE TOWN AT THE CONTRACTOR'S EXPENSE.
2. SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO ESTABLISH A
UNIFORM STAND OF SPECIFIED GRASS. SCATTERED BARE SPOTS, NONE OF WHICH SHALL
BE LARGER THAT ONE (1) SQUARE FOOT, WILL BE ALLOWED UP TO A MAXIMUM OF 3% OF
THE SEEDED AREA FOR EACH PROPERTY. WHEN SEEDED AREAS ARE READY FOR
INSPECTION, THE MAINTAINED TURF AREAS SHALL BE NEATLY MOWED TO THE UNIFORM
HEIGHT OF APPROXIMATELY TWO AND ONE-HALF (2.5) INCHES. THE LAWNS SHALL BE
CONSIDERED ESTABLISHED ONLY WHEN THE SPECIFIED GRASS IS VIGOROUS AND
GROWING WELL IN ADDITION TO MEETING THE OTHER REQUIREMENTS SPECIFIED.
3. AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE CONCLUSION OF
THE LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION
SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO
THE ANTICIPATED DATE OF INSPECTION.
4. A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF SEEDED
TURF GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING SUCH
INSPECTION SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10)
DAYS PRIOR TO THE ANTICIPATED DATE OF INSPECTION. IF A SATISFACTORY STAND OF
TURF HAS NOT BEEN PRODUCED AT THE TIME OF FINAL INSPECTION, NECESSARY
REPAIRS SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THIS
SECTION. UPON COMPLETION OF THESE REPAIRS, THE SEEDED GRASS SHALL BE
REINSPECTED UPON WRITTEN NOTICE AS ABOVE
5. THESE NOTES ARE GENERAL. THE CONTRACTOR SHALL COMPLY WITH ANY AND ALL
NCDEQ SEDIMENT AND EROSION CONTROL REQUIREMENTS FOR PROJECT CLOSEOUT.
TABLE 3
LAWN SEEDING
(Cool- and Warm -Season Grasses)
Typical Planting Rate/1,000 sq. ft.
Lawn Grass
Planting Dates'
Seeds2
Space Planting3
Sprigginga
March 1 to Oct. 15
6
-
-
Tall fescue
(Aug. 15 to Oct. 1 optimum)
Tall fescue/annual
Oct. 15 to March 1
6 fescue
(winter) rye
1 rye
Bermudagrass(seed)
Apr. 1 to Aug. 15
1 to 2
-
-
Bermudagrass (vegetative
Apr. 15 to Aug. 30
-
5 a
5
Centipedegrass
March to July
0.25 to 0.50
5 a
Zoysiagrass
April to July
-
5 a
5
St. Augustinegrass
Apr. to July
-
5 a
-
1. SOD CONSISTING OF COOL -SEASON GRASSES CAN BE INSTALLED ANYTIME THE
GROUND IS NOT FROZEN. SOD CONSISTING OF WARM -SEASON GRASSES CAN BE
INSTALLED AS LONG AS SOIL TEMPERATURE EXCEEDS 55°F (TYPICALLY APRIL 15
TO OCTOBER 1).
2. POUNDS OF SEED PER 1,000 SQ. FT.
3. SQ. YDS. TO TURF CUT INTO 2-INCH CENTERS TO PLANT 1,000 SQ. FT.
4. BUSHELS OF SPRIGS PER 1,000 SQ. FT. (1 SQ. YD. OF TURF PULLED APART IS
EQUIVALENT TO 1 BUSHEL OF SPRIGS.
TABLE I
NCDEQ Stabilization
Timeframes
Site Area Description
Stabilization
Timeframe Exceptions
Perimeter Dikes, swales, ditches and slopes
7 days
None
High Quality Water (HQW) Zones
7 days
None
Slopes Steeper than 3:1
7 days
If slopes are 10' or less in length and
are not steeper than 2:1, 14 days are allowed
Slopes 3:1 or Flatter
14 days
7 days for slopes greater than 50' in length
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW zones
NCDEQ SILT FENCE NOTE:
1. MAKE THE FENCE STABLE FOR THE 10-YEAR PEAK STORM
RUNOFF.
NCDEQ TABLE 6.52a: MAXIMUM SLOPE
LENGTH AND SLOPE FOR WHICH
SEDIMENT FENCE IS APPLICABLE
SLOPE
SLOPE
LENGTH (FT)
MAXIMUM
AREA (FT )
< 2%
100
10,000
2 TO 5%
75
7, 500
5 TO 10%
50
5,000
10 TO 20%
25
2, 500
> 20%
15
1, 500
CONTRACT SHEET
43 OF 43
NOTE: THESE EROSION CONTROL
NOTES ARE GENERAL AND EVERY
NOTE MAY NOT BE APPLICABLE ON
EVERY PROJECT. THE CONTRACTOR
SHALL COMPLY WITH ALL NCDEQ
SEDIMENT AND EROSION CONTROL
REQUIREMENTS.
1. SCREENING OR SHADING OF WORK IS USED TO INDICATE
EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED
IMPROVEMENTS TO HIGHLIGHT SELECTED PHASED WORK.
REFER TO CONTEXT OF EACH PHASE FOR USAGE.
2. SITE SHOWN USING LIDAR-BASED EXISTING TOPOGRAPHY r,ti°'i"oo" """+r,
DATA. aa•aaa� O �►+�i
7
02
r S
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M. YO
F)l
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS -BUILT
AUTH. DAT
WATER AND SEWER PERMITS
JOB NO. P- 05606C
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
04D-10
ROADWAY
DESIGNED 11/2022 BY HDR
SEWER
2022-013C
CONST . SURVEY BY
GRMS Phase IV Sewer Force Main Extension
EROSION CONTROL AND SEEDING SPECIFICATION
SHEET NO.
WATER
CHECKED BY DTB
43 OF 43
100% SUBMITTAL
SIDEWALK
SCALE: AS NOTED