WQ0044093_Toyota_802_Lift_Station_Phase_I_Asbuilts_20240624

CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
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CONSTRUCTION
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ENGINEERING DIVISION
Contract Drawings For
City of Greensboro
Megas'Ite
Water and Sewer
Improvements
Phase
Civil
N.T.S. Greensboro Project No. P05805D
Greensboro Contract No. 2022-006A
HDR Project No. 10328289
Greensboro, North Carolina
October 2023
WATER ........ 7,263............................................L.F. =S..0 ..................................
SEWER...... 4,986............................................L.F. _$..0 ..................................
RDWY.............................................................L.F. =$..0 ...................................
TOTAL.............................................................................................$ .....................................
❑ ROADWAY TO BE PRIVATELY INSPECTED
DATE FEES (S) RECEIVED BY CITY OF GREENSBORO...................................................
RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 , PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
BY THE CONTRACTOR BASED ON INFORMATION
PROVIED BY THE CONTRACTOR AND OTHER DATA
ASSOCIATED WITH CHANGES IN THE WORK
AUTHORIZED BY THE OWNER. THE ENGINEER
REPRESENTS THAT THIS RECORD DOCUMENT HAS
BEEN PREPARED ON THE BASIS OF THE
INFORMATION PROVIDED TO THE ENGINEER, BUT
MAKES NO REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF SUCH
INFORMATION.
RECORD DRAWINGS
DATE: October 27, 2023
BY: MATTHEW W. WATT
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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 DUCTILE IRON PIPE 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.
HDR Engineering, Inc.
of the Carolinas
N.C.B.E.L.S. License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202
704.338.6700
CONTRACT SHEET
1 OF 35
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STANDARD TOPO SYMBOLS
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Existing Manhole 1/8" (labeled) ............................
0
Proposed Manhole 1/8".......................................
Telecommunications Manhole 1/8" (labeled) ..................
0
Exist. Curb Inlet 5/32"-5/64................................
Prop. Curb Inlet 5/32"-5/64.................................
m
Telephone Booth 3/16"-5/16..................................
❑Q
Exist. Telephone Or Power Pole 3/32"........................
Prop. Telephone Or Power Pole 3/32".........................
City Of Greensboro Signal Pole 3/32" (labeled) ..............
® COG
Guy Wire 3/32"..............................................
v
Exist. Hydrant 3/32"........................................
0
Prop. Hydrant 3/32".........................................
AK
Water Valve 3/32" (labeled) .................................
Traffic Engineering Signal Box 5/64"........................
❑ co(;
Gas Valve 3/32".............................................
Grate or Drop Inlet (D.I.) 3/32.............................
Right Of Way Monument 3/32".................................
0
Iron Pipe 3/64..............................................
C OP
Meter 5/64".................................................
Electrical Outlet 5/64" (labeled) ...........................
Telecommunications Box Or Pedestal 5/64" (labeled).........
❑T
Exist. Precise Traverse Point 7/64" (labeled) ...............
P,P
18" Or Less Tree 1/4" (labeled) .............................
10'
Over 20" Tree 5/16" (labeled) ...............................
zo°
Shrub 5/32..................................................
Clean Out 1 /16"-1 /32" (labeled) ............................
Mao.
Light Pole 3/32" (labeled) ..................................
® L!CT
Wheelchair Ramp (City Of Greensboro Std. #418)..............
9
Control Of Access Line 5/16.................................
�HW
Exist. Water Line (labeled) .................................
Prop. Water Line (labeled) ..................................
W
Exist. Sanitary Sewer (labeled) .............................
—SS
Prop. Sanitary Sewer (labeled) ..............................
�•
Exist. Right Of Way .........................................
— - - —
Proposed Margin .............................................
— - - —
Easement (labeled) ..........................................
Temporary Construction Easement .............................
E
Exist. Dirt Street ..........................................
Exist. Pavment..............................................
---v--v-
Exist. Curb (labeled) .......................................
----------
Exist. Curb & Gutter (labeled) ..............................
----------
Prop. Curb & Gutter (shaded & labeled) ......................
o
Survey Line .................................................
SlopeLine ..................................................
-
Center Line .................................................
— - —
Exist. Storm Sewer (labeled) ................................
Prop. Storm Sewer (labeled) .................................
Gas Line (labeled) ..........................................
Transmission Line & Tower ...................................
E 0
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 ................................................
i-Seo
2ooi
Temporary Silt Fence ........................................
Erosion Control Device (COG Std. No. 215 & 432).............
^
Cleanwater Diversion Ditch
—TD —

RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 , PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
BY THE CONTRACTOR BASED ON INFORMATION
PROVIED BY THE CONTRACTOR AND OTHER DATA
ASSOCIATED WITH CHANGES IN THE WORK
AUTHORIZED BY THE OWNER. THE ENGINEER
REPRESENTS THAT THIS RECORD DOCUMENT HAS
BEEN PREPARED ON THE BASIS OF THE
INFORMATION PROVIDED TO THE ENGINEER, BUT
MAKES NO REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF SUCH
INFORMATION.
RECORD DRAWINGS
DATE: October27, 2023
BY: MATTHEW W. WATT
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
N.C.B.E.L.S. License Number F-0116

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INDEX OF DRAWINGS
GENERAL PROJECT NOTES
CONSTRUCTION SEQUENCE
GENERAL
1. CONTRACTOR SHALL PROVIDE SEQUENCING PLAN/PHASING PLAN FOR GRAVITY SEWER
1.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED WITH THE WORK UNDER THIS
INSTALLATION PRIOR TO CONSTRUCTION.
PROJECT AND FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL HEALTH AND SAFETY LAWS, CODES,
1 OOG-00
COVER SHEET
REGULATIONS, AND ORDINANCES INCLUDING BUT NOT LIMITED TO THOSE CURRENTLY MANDATED BY THE
2. OBTAIN AND MAINTAIN ON SITE THE LAND DISTURBING PERMIT FROM NCDEQ.
2 OOG-01
ORIENTATION PLAN
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).
3. NOTIFY THE NCDEQ AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.
3 OOG-02
SITE LAYOUT
4 OOG-03
SHEET INDEX AND GENERAL NOTES
2.
CONTRACTOR SHALL USE ADEQUATE SHORING METHODS TO ENSURE:
4. HOLD PRE -CONSTRUCTION MEETING.
5 OOG-04
ABBREVIATIONS AND GENERAL SYMBOLS
A. COMPLIANCE WITH OSHA REGULATIONS.
5. INSTALL CONSTRUCTION ENTRANCES TO EDGE OF PAVEMENT OR GRAVEL.
B. PROTECTION OF EXISTING PAVEMENT AND ROAD SHOULDERS.
MEGASITE
PRIVATE BUILDING 801 & 802 GRAVITY SEWER
C. CONSTRUCTION ACTIVITIES ARE CONFINED TO RIGHTS -OF -WAY OR EASEMENTS AS INDICATED.
6. INSTALL ALL EROSION & SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLANS
PRIOR TO ANY SITE DISTURBANCE ACTIVITIES (CLEARING, GRUBBING, GRADING, OR
6 01 C-01
BUILDING 801 NORTH - PLAN AND PROFILE
- STA 10+00 TO STA 20+53
3.
CONTRACTOR SHALL INSTALL WATER LINES AND GRAVITY SEWER AS INDICATED ON PLANS AND SHALL NOT
EXCAVATION).
7 01 C-02
BUILDING 802 NORTH - PLAN AND PROFILE
- STA 0+00 TO STA 9+55
DISTURB ANY AREA OUTSIDE THE EASEMENT LIMITS AND LIMITS OF DISTURBANCE SHOWN ON THE PLANS.
8 01 C-03
BUILDING 801 & 802 NORTH CONNECTOR -
PLAN AND PROFILE - STA 30+00 TO STA 35+82
7. ALL CLEARING AND GRUBBING ARE TO STAY WITHIN LIMITS AS SHOWN ON THE PLANS.
9 01 C-04
BUILDING 801 SOUTH - PLAN AND PROFILE
- STA 51 +00 TO STA 60+00
4.
CONTRACTOR IS RESPONSIBLE FOR REPAIR/REPLACEMENT OF ALL MAINTAINED PAVEMENT DAMAGED BY
8. AS NOTED ON THE PLANS, NO WORK SHALL BE DONE IN AREAS OF WETLANDS AND
10 01C-05
BUILDING 801 SOUTH - PLAN AND PROFILE
- STA 60+00 TO STA 64+72
CONSTRUCTION ACTIVITIES TO SATISFACTION OF NCDOT, GUILFORD COUNTY, RANDOLPH COUNTY AND THE
STREAMS UNTIL THE 401/404 PERMITS ARE OBTAINED.
11 01 C-06
BUILDING 802 SOUTH - PLAN AND PROFILE
- STA 40+00 TO STA 50+24
CITY OF GREENSBORO. NO SEPARATE PAYMENT SHALL BE MADE FOR PAVEMENT REPAIR EXCEPT AS NOTED
11A 01C-06A
MEGASITE FORCE MAIN #1 - PLAN AND PROFILE
- STA 0+00 TO STA 12+00
ON PLANS.
9. IN WORK ZONE AREAS:
9.1. INSTALL SILT FENCE AND DOWNSTREAM EROSION CONTROL MEASURES. ENSURE THAT
MEGASITE
EASTLINE WATER
5.
LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE NOT INTENDED TO BE EXACT OR
PRIOR WORK AREA IS CLOSED, SEEDED AND MATTED (IF CALLED OUT ON THE
COMPLETE. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES AND FIELD VERIFY THE
PLANS).
LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION. LOCATE WELL AHEAD OF PIPE LAYING
9.2. CONTRACTOR SHALL ESTABLISH CLEAN WATER DIVERSION SWALES AS DETAILED
OPERATIONS TO ALLOW FOR ADJUSTMENT. NO SEPARATE PAYMENT WILL BE MADE FOR FIELD VERIFICATION
UPSLOPE OF TRENCH LOCATION WHERE ROOM EXISTS BETWEEN LOD AND PROPOSED
OR ADJUSTMENT AS REQUIRED. ADJUSTMENTS TO LAYOUT SHOWN SHALL BE SUBJECT TO ENGINEER
WATERLINE.
MEGASITE
WESTLINE WATER
APPROVAL. CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ANY DAMAGE CAUSED BY
CONSTRUCTION -RELATED ACTIVITIES TO EXISTING UTILITY LINES.
9.3. CONTRACTOR SHALL NOT OPEN UP ANY MORE TRENCH THAN CAN BE CLOSED AT
THE END OF THE DAY.
6.
IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, OR OTHER FACILITIES, CONTRACTOR SHALL STOP WORK
9.4. SET EXCAVATED MATERIAL ON THE HIGH SIDE OF THE TRENCH SO THAT TRENCH
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IMMEDIATELY, TAKE NECESSARY PRECAUTIONS TO PREVENT INJURY OR FURTHER DAMAGE, AND NOTIFY
WILL ACT AS A BASIN SHOULD THERE BE A POP-UP STORM.
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PROPER AUTHORITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING/REPAIRING ALL EXISTING
9.5. WORK WITH DRIVEWAYS, EXISTING CULVERTS, ETC. TO REVIEW IN THE FIELD
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STRUCTURES, CONDUITS, OR OTHER UTILITIES DAMAGED BY CONTRACTOR'S OPERATIONS AT NO COST TO
LOCATIONS WHERE SEDIMENT LADEN RUN-OFF MAY ESCAPE. PROVIDE EXTRA
OWNER.
MEASURES AS NECESSARY TO MAINTAIN A SEDIMENT SECURE SITE.
MEGASITE
FIRE
WATER WEST
9.6. APPLY STABILIZATION MEASURES AS SOON AS PIPE IS SET AND TRENCH BACKFILLED
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7.
THE CONTRACTOR SHALL RECONSTRUCT ALL ROAD SHOULDERS, DRAINAGE DITCHES AND SWALES DISTURBED
AND COMPACTED.
BY CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL GRADE AND LOCATION.
9.7. IT IS RECOMMENDED THAT, GIVEN MOST LOCATIONS ARE WITHIN OR NEAR ROADSIDE
DITCHES THAT SEEDING OCCUR WITHIN 7 DAYS OF OPENING DISTURBED AREAS.
8.
ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL BE ADEQUATELY PROTECTED BY
9.8. WORK WITH THE NCDEQ INSPECTOR ON THE USE OF WATTLES VERSUS ROCK CHECK
MEGASITE
FIRE
WATER EAST
BARRICADES, LIGHTS OR OTHER PROTECTIVE DEVICES.
DAMS AT VARIOUS LOCATIONS.
9.
REMOVAL OF EXCAVATED MATERIALS AND DAILY CLEANUP OPERATIONS SHALL BE PERFORMED IN
10. INSPECT ALL EROSION CONTROL DEVICES AT WEEKLY INTERVALS AND AFTER EVERY
COMPLIANCE WITH THE SPECIFICATIONS AND TO THE SATISFACTION OF THE OWNER/ENGINEER, AND/OR
RAINFALL EVENT EXCEEDING 1.0 INCH TO VERIFY THAT THEY ARE FUNCTIONING
NCDOT.
PROPERLY. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED AND PLACED IN A
MEGASITE
SANITARY SEWER SERVICE PROFILES
DESIGNATED SPOIL DISPOSAL AREA APPROVED BY THE INSPECTOR. CONDUCT PERIODIC
24 01C-17
SANITARY SERVICE PROFILES #1-#6
10.
ALL ROCKS, BRUSH, TIMBER, AND OTHER DEBRIS THAT IS CLEARED FROM THE RIGHTS -OF -WAY SHALL BE
INSPECTIONS OF ALL EROSION AND SEDIMENTATION CONTROLS AND MAKE ANY REPAIRS
25 01C-18
SANITARY SERVICE PROFILES #7-#12
REMOVED FROM THE PREMISES AND SHALL NOT BE BURIED WITHIN THE RIGHT-OF-WAY OR PLACED ON
OR MODIFICATIONS NECESSARY TO ASSURE CONTINUED EFFECTIVE OPERATION OF EACH
ADJOINING LANDS, EXCEPT WHERE ARRANGEMENTS FOR SUCH PLACEMENT OR DISPOSAL ARE MADE WITH
DEVICE.
26 01C-19
SANITARY SERVICE PROFILES #13, GUARD SHACK
SERVICE, AND FIRE PUMP ROOM SERVICE, SANITARY SERVICE PROFILES #14-#16
THE APPROPRIATE PROPERTY OWNERS.
27 01C-20
SANITARY SERVICE PROFILES #17-#22
11. BORE LOCATIONS: CLEAR UTILITY MAIN EASEMENTS AND GRUB AREAS FOR BORE PITS,
28 01 C-21
SANITARY SERVICE PROFILES #23-27
11.
ALL TREE PROTECTION AND EROSION AND SEDIMENTATION CONTROLS SHALL BE IMPLEMENTED BEFORE
HAUL ALL DEBRIS FROM CLEARING ACTIVITIES TO AN APPROVED OFF -SITE WASTE
29 01 C-22
SANITARY SERVICE PROFILES #28-#31
CONSTRUCTION COMMENCES AND SHALL NOT BE REMOVED UNTIL RE -VEGETATION HAS BEEN ESTABLISHED.
HANDLING FACILITY.
12. THERE ARE AREAS WITHIN THE PROJECT WHERE THERE ARE LARGE DRAINAGE AREAS
12.
ANY AGREEMENT BETWEEN THE CONTRACTOR AND PROPERTY OWNERS SHALL BE MADE IN WRITING AND
FLOWING THROUGH THE SITE WITH LIMITED ABILITY TO DIVERT THOSE FLOWS AROUND
DETAILS
COPIED TO THE OWNER.
THE WORK ZONE. THESE AREAS ARE NOTED IN THE PLANS AS "SENSITIVE AREAS" AND
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THERE RE SPECIFIC CONSTRUCTION SEQUENCES FOR THESE AREAS.
13.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE ENGINEER WITH A SET OF SURVEY RECORD
(AS -BUILT) DRAWINGS PREPARED BY A NORTH CAROLINA REGISTERED LAND SURVEYOR CERTIFYING THE
13. IN AREAS BOTH SENSITIVE AND NON-SENSITVE FOLLOW THE CHART ON THIS SHEET FOR
ACCURACY OF THE SURVEY HORIZONTAL AND VERTICAL LOCATIONS TO ONE TENTH (0.10) OF A FOOT.
ESTABLISHING CHANNEL MATTING.
SURVEY SHALL BE TIED TO THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM (NAD83 FEET)
14. AFTER STABILIZATION IS ESTABLISHED, THE CONTRACTOR SHALL WORK WITH NCDEQ TO
HORIZONTALLY, AND ELEVATIONS SHALL BE NORTH AMERICAN VERTICAL DATUM (NAVD88). SURVEY POINT
OBTAIN APPROVAL FOR REMOVING EROSION CONTROL BMPSs.
INFORMATION SHALL BE PROVIDED IN AN ELECTRONIC FORMAT (EITHER AN AUTOCAD [VERSION 2018 OR
EARLIER] DWG FILE OR AN ASCII POINT TEXT FILE [X-Y COORDINATES]).
EROSION CONTROL NOTES AND SEQUENCES
THESE DRAWINGS SHALL AT A MINIMUM SHOW THE FINAL ELEVATIONS AND HORIZONTAL LOCATIONS FOR
THE FOLLOWING:
ALL MANHOLES, PIPING INVERTS IN MANHOLES, VAULTS, BELOW GRADE FITTINGS, VALVES, ALONG THE
WATERLINE AND FORCE MAIN.
CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A LETTER CERTIFYING TO THEIR COMPLIANCE WITH THE
CONTRACT DRAWINGS.
14. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING.
15. 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.
16. EXISTING TOPOGRAPHIC SURVEY BASED ON LIDAR DATA.
17. PROPOSED TOPOGRAPHY OBTAINED FROM GREENSBORO RANDOLPH MEGASITE GRADING PLANS (PROJECT
NUMBER: 10068163.
18. ALL CLEAN -OUTS AND SERVICE LINES SHALL BE INSTALLED PER NC PLUMBING/INTERNATIONAL PLUMBING
CODES (LATEST EDITION)
19. WATER TANK SITE DESIGN DATED JUNE 10, 2022.
20. ALL CONSTRUCTION SHALL CONFORM TO CITY OF GREENSBORO/NCDEQ STANDARDS.
21. CITY OF GREENSBORO CONSTRUCTION INSPECTOR REQUIRED FOR WATER AND SANITARY SEWER. CALL
[phone] TO SCHEDULE INSPECTOR.
22. ALL PIPE LAYING CONDITIONS TO FOLLOW PIPE MANUFACTURER'S RECOMMENDATIONS.
- SEE GREENSBORO RANDOLPH MEGASITE FOUNDATION DRAWINGS (PROJECT NUMBER:
10068163) FOR EROSION CONTROL CONSTRUCTION SEQUENCE, PLANS, & DETAILS.
RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 , PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
BY THE CONTRACTOR BASED ON INFORMATION
PROVIED BY THE CONTRACTOR AND OTHER DATA
ASSOCIATED WITH CHANGES IN THE WORK
AUTHORIZED BY THE OWNER. THE ENGINEER
REPRESENTS THAT THIS RECORD DOCUMENT HAS
BEEN PREPARED ON THE BASIS OF THE
INFORMATION PROVIDED TO THE ENGINEER, BUT
MAKES NO REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF SUCH
INFORMATION.
RECORD DRAWINGS
DATE: October 27, 2023
BY: MATTHEW W. WATT
p i
I
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, INC 28202-2075
704.338.6700
N.C.B.E.L.S. License Number F-0116

MATERIALS IN PLAN/SECTION
GENERAL SYMBOLOGY
ABBREVIATIONS
A, AMP
AMPERE
FICA
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
ASPHALT (PLAN OR SMALL—SCALE SECTION)
AC
ACI
ALTERNATING CURRENT
AMERICAN CONCRETE INSTITUTE
FIN
FL, FLR
FINISHED
FLOOR
NPT
NS
NATIONAL PIPE THREAD
NEAR SIDE
ARCHITECTURAL
ACSR
ALUMINUM CABLE STEEL REINFORCED
FLA
FULL LOAD AMPS
CIA
OVERALL
4
ASPHALT (LARGE—SCALE SECTION)
PLAN
1/4" 1'-0"
AD
ADD
ACCESS DOOR
ADDENDUMOD
FLG
FLOUR
FLANGE
FLUORESCENT
OC,O/C
ON CENTER
OUTSIDE DIAMETERADDL
=
ROOM
NAME
ADDITIONAL
F/0
FIBER OPTIC
OIT
OPERATOR INTERFACE TERMINAL
PLAN TITLE
ADJ
ADJACENT
FO
FINISHED OPENING/FAIL OPEN
OPH
OPPOSITE HAND
2M
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 FEETFTG
PCCP
PRESTRESSED CONCRETE CYLINDER PIPE
OF SECTION CUT
A COLUMN GRID LINE
(SYMMETRICAL)
FOOTING
PCF
POUNDS PER CUBIC FOOT
im
CHECKERED PLATE (PLAN)
X
AL, ALUM
ALUMINUM
FUT
FUTURE
PE
PLAIN END
I XXX
ALTN
ALTERNATE
FWD
FORWARD
PF
POWER FACTOR
a 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
X WINDOW TYPE
O
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
°° XXX
BET
BETWEEN
HDW
HARDWARE
PSF
POUNDS PER SQUARE FOOT
EARTH (SECTION)
—
3/8 — 1 —0 SHEET WHERE
OX ACCESSORY, FURNITURE,
BF
BLIND FLANGE, BOTH FACES,
HEX
HEXAGONAL
PSI
POUNDS PER SQUARE INCH
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
#
BP
BRIG
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
XXX
SHEET WHERE DETAIL
BS
BOTH SIDES
HSB
HIGH STRENGTH BOLT
REINF
REINFORCED, REINFORCING
GRANULAR FILL (SECTION)
IS LOCATED
BTU
BRITISH THERMAL UNIT
HT
HEIGHT
REQD
REQUIRED
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.
CB
CATCH ASIN
BTO
HWL
HIGH AWATERTER E VEL
RH
RIGHT HAND
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
a.
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
#
INTRINSIC SAFETY BARRIER
SCH
SCHEDULE
1 —HOUR FIRE RATED WALL
COMB
COMBINATION
ISB
3" = 1'-0" XXX
CONIC
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
CRS
COUNTERSINK
K
KIP
SPEC
SQ
SPECIFICATION
SQUARE
PLYWOOD (LARGE—SCALE SECTION)
ELEVATION NUMBER
CT
CTD
CURRENT TRANSFORMER
CENTER, CENTERED
KCMIL
kV
1000 CIRCULAR MILLS
KILOVOLTS
SS,STANDARD
STAINLESS STEEL
STD
PIPING
CTL
CONTROL JOINT
kVA
KILOVOLT AMPERES
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 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
RIGID INSULATION (SECTION)
SERVICE PLANT EFFLUENT
DE
DEM
DRAINAGE EASEMENT
DEMOLITION
LH
LL
LEFT HAND
LIVE LOAD
TC
TCE
TOP OF CURB
TEMPORARY CONSTRUCTION EASEMENT
A ELEVATION NUMBER
DET
DETAIL
LO
LOCKED OPEN
T&B
TOP AND BOTTOM
RECORD D
r,D,_4,Xn
RIPRAP (PLAN AND/OR SECTION)
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EQUIPMENT IDENTIFICATION
DI
DIA
DUCTILE IRON
DIAMETER
LOC'N
LOD
LOCATION
LIMITS OF DISTURBANCE
TEMP
TERM
TEMPERATURE
TERMINAL
THEORI4)
ON 4i
VIEW ELEVATION
�
DIAG
DIAGONAL
LP
LOW POINT, LIGHTING PANEL
THK TH
THICK
ENGINEER
p B
DIM
DIMENSION
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LONG RADIUS
TO OR T/
TOP OF
MODIFIED
(SECTION)
SAND SECTION
XX INDICATES SHEET WHERE
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DIP
DUCTILE IRON PIPE
LTG
LIGHTING
TOC OR T/GONG
TOP OF CONCRETE
BY VIED 8
ELEVATION IS LOCATED
NPWP2023
DISC
DISCONNECT
LTS
LIGHTS
TOG
TOP OF GRATING
ASSOCIATE
ASSOCIATE
E
FIGURE EXAMPLE
DMUE
DRAINAGE MAINTENANCE UTILITY EASEMENT
LV
LOW VOLTAGE
TOS OR T STL
/
TOP OF STEEL
AUTHORIZE
C
MULTIPLE ELEVATION OR PHOTO MARKER
YY
DN
DO
DOWN
DISSOLVED OXYGEN
LWL
LOW WATER LEVEL
TOW OR T/WALL
TP
TOP OF WALL
TURNING POINT
REPRESEK
BEEN PREI`
SOD (SECTION)
SERVICE INDICATES
MAN
MANUAL
INFORMAT
ABBREVIATION NON —POTABLE WATER
DRAWING
MATL
MATERIAL
TRD
TREAD
MAKES
WEEP JOINT MORTAR
ELEVATION
DWL
DOWEL
MAX
MAXIMUM
TS
TEMPERATURE SWITCH
ACCURAI
C
INFORMAT
PROTECTION SYSTEM (SECTION)
IDENTIFICATION
EQUIPMENT
INDICATES PUMP
E
EA
EAST
EACH
MB
MACHINE BOLT
TSP
TYP
TWISTED SHIELDED PAIR
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
(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
RECOI
WOOD BLOCKING (SECTION)
SHEET WHERE POINT
EL, ELEV
ELEVATION
MCCB
MOLDED CASE CIRCUIT BREAKER
V
VOLT
OF VIEW MARKER CAN
EQUIPMENT
PUMP 23
NUMBER
ELEC
ELL
ELECTRICAL
ELBOW
MCOP
MAXIMUM OVER CURRENT PROTECTION
VA
VB
VOLT AMPERE
VAPOR BARRIER
BE FOUND *
EMBED
EMBEDMENT
MECH
MECHANICAL
VALVEBOX
DATE:
GENERAL
NOTES:
ALTERNATIVE 2
ENCL
ENCLOSURE
MET
METAL
BT
VR
VERTICAL
BY: MA
ELEVATION TITLE
NPWP-23
EOP
EPS
EDGE OF PAVEMENT
EFFLUENT PUMPING STATION
MFR
MH
MANUFACTURER
MANHOLE, METAL HALIDE
VE
VARIABLE FREQUENCY DRIVE
1. THIS IS A
STANDARD SHEET SHOWING COMMON
* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A
FIGURE EXAMPLE
MIN
MINIMUM
W
WATTS/WEST/WIRE
SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY
DASH (—).
EQ
EQUIP
EQUAL
EQUIPMENT
MISC
MISCELLANEOUS
WL
WATER LEVEL
USED ON
THIS PROJECT.
1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS
SERVICE INDICATES
ETM
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
P
W/
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
DCUMENTS
JAL DOCUMENT, SIGNED AND SEALED
13/2023 , PREPARED BY HDR
NG, INC. OF THE CAROLINAS, HAS BEEN
FO INCORPORATE FIELD CHANGES MADE
NTRACTOR BASED ON INFORMATION
Y THE CONTRACTOR AND OTHER DATA
:D WITH CHANGES IN THE WORK
-D BY THE OWNER. THE ENGINEER
TS THAT THIS RECORD DOCUMENT HAS
'ARED ON THE BASIS OF THE
ON PROVIDED TO THE ENGINEER, BUT
REPRESENTATION AS TO THE
OR COMPLETENESS OF SUCH
ON.
2D DRAWINGS
October 27, 2023
TTHEW W. WA,/TT
rLe—, (ter>
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
N.C.B.E.L.S. License Number F-0116

1 750
1 740
1 730
1 720
1 710
1 700
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.:1
1 670
RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 , PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
BY THE CONTRACTOR BASED ON INFORMATION
VB
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PROVIED BY THE CONTRACTOR AND OTHER DATA
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HDR Engineering, Inc.
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440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
F)l 704.338.6700
11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
REVISIONS
RECORD DRAWINGS
15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER 2022-006A
WATER 2022-006A
SIDEWALK
CONTRACT SHEET
6 of 35
SENSITIVE INFORMATION
Not to be copied or
distributed without the
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of Greensboro.
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NPDES
General Permit
Applies
DISTURBED AREA
9.00 AC
40 0 40 80
750 HORIZONTAL SCALE IN FEET
10 0 10 20
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VERTICAL SCALE IN FEET
740
730
720
710
700
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CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
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DESIGNED 10 2023 BY HDR
CONST. SURVEY BY
Megasite City of Greensboro Wet Utilities Phase I
BUILDING 801 NORTH
PLAN AND PROFILE
STA 10+00 TO STA 20+53
SHEET
NO.
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6 OF
35
SCALE: AS NOTED

RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 , PREPARED BY HDR
e'
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ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
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MAKES NO REPRESENTATION AS TO THE
\
ACCURACY OR COMPLETENESS OF SUCH
INFORMATION.
\
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RECORD DRAWINGS
DATE: October 27, 2023
BY: MATTHEW W. WATT /]
801 NORTH,
SEE SHEET 01 C-01 FOR
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8" OUT (S) IE = 689.16 STA 1+23
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801 & 802 NORTH 8" OUT (W) IE = 689.91
COLLECTION,
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750
730
720
710
1 1'
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7 of 35
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of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
RECORD DRAWINGS
4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER 2022-006A
WATER 2022-006A
SIDEWALK
40 0 40 80
750 HORIZONTAL SCALE IN FEET
10 0 10 20
iia
VERTICAL SCALE IN FEET
740
730
720
710
700
19 1
.:1
670
ENTS PHASE III
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01 C-13
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CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
01 C-02
DESIGNED 10 2023 BY HDR
CONST. SURVEY BY
Megasite City of Greensboro Wet Utilities Phase I
BUILDING 802 NORTH
PLAN AND PROFILE
STA 0+00 TO STA 9+55
SHEET NO.
CHECKED BY
7 OF 35
SCALE: AS NOTED

BUILDING 801 SOUTH, -
SEE SHEET
01 C-04/01 C-05 FOR
PLAN/PROFILE.
MANHOLE 1-15
RIM: FLUSH WITH GRADE
STA 30+00
8" IN (N) IE = 685.96
8" IN (W) IE = 686.36
8" OUT (E) IE = 686.06
BUILDING 802 SOUTH, -
SEE SHEET 01C-06 FOR
PLAN/PROFILE.
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
730
720
710
700
.•1
.:1
670
WET WELL 801 & 802 10'X10'
RIM: 701.78
STA 40+46
8" IN (E) IE = 692.93
8" IN (W) IE = 685.61
30+00 30+50 31+00 31+50 32+00
REVISIONS
RECORD DRAWINGS
32+50
IVIlII VI IVLL I-V
RIM: FLUSH WITH GRADE
STA 33+58
8" IN (N) IE = 686.84
4" IN (E) IE = 687.26
8" OUT (S) IE = 686.95
33+00
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
MANHOLE 1-3
RIM: FLUSH WITH GRADE
STA 19+90
8" IN (W) IE = 689.72
4" IN (S) IE = 696.48
8" OUT (SE) IE = 689.78
SANITARY SERVICE #17
18 LF OF 4" PVC DR-18
SEE 01C-20 FOR PROFILE
MANHOLE 1-9
RIM: FLUSH WITH GRADE
STA 0+00
8" IN (E) IE = 689.12
8" IN (NW) IE = 689.24
8" OUT (S) IE = 689.16
KAAr\i"nl F 1-A
D
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4
BUILDING 801 NORTH
SEE 01C-01 FOR PLAN/PROFILE
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720
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CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
2022-006A
2022-006A
.LINO
a0
/
/
FIRE WATER WEST
SEE 01C-15 FOR PLAN/PROFILE
i
WESTLINE WATER
SEE 01C-12 FOR PLAN/PROFILE
a
�■Q
,n 1
RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
BY THE CONTRACTOR BASED ON INFORMATION
PROVIED BY THE CONTRACTOR AND OTHER DATA
ASSOCIATED WITH CHANGES IN THE WORK
AUTHORIZED BY THE OWNER. THE ENGINEER
REPRESENTS THAT THIS RECORD DOCUMENT HAS
BEEN PREPARED ON THE BASIS OF THE
INFORMATION PROVIDED TO THE ENGINEER, BUT
MAKES NO REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF SUCH
INFORMATION.
RECORD DRAWINGS
DATE: October 27, 2023
BY: MATTHEW W. WATT
W
FIR
fu
n
CONTRACT SHEET
g of 35
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
N
be
8�
�arolina��
www.nc811.org�
CHy of
Grbe ro no7er
round
Loca
40s 1
mequests
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73-2033
GDOT Traffi Si a _ —
—
73-2606
COG/Guilf rd Co. Telecom
—
73-2084
COG Wat
r upply — — —
— — 73-5855
Tanks
1re trn t Plants
GDOT St
rrr ter _ — — —
1�73-2569
NPDES
General Permit
Applies
DISTURBED AREA
9.00 AC
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
KEY MAP
NOT TO SCALE
:0 CAROZ
037518
�.10/27/2023
TNEI�V W 0'.
JOB NO. P- 05805D
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
01 C-03
DESIGNED 10 2023 BY HDR
CONST. SURVEY BY
Megasite City of Greensboro Wet Utilities Phase I
BUILDING 801 & 802 NORTH CONNECTOR
PLAN AND PROFILE
STA 30+00 TO STA 35+82
SHEET NO.
CHECKED BY
8 OF 35
SCALE: AS NOTED

730
720
710
700
.•1
.:1
670
SANITARY SERVICE #26 -
51 LF OF 4" PVC DR-18
SEE 01 C-21 FOR PROFILE
MANHOLE 1-10
RIM: FLUSH WITH GRADE
STA 51 +00
4" IN (SW) IE = 693.99
4" IN (NW) IE = 696.85
8" OUT (E) IE = 693.81
-A 'ZA C
S
O �
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m� r
a
SANITARY SERVICE #1
55 LF OF 4" PVC DR-18 SANITARY SERVICE #16
SEE 01C-17 FOR PROFILE 47 LF OF 4" PVC DR-18
\ SEE 01C-20 FOR PROFILE
1 ONLY ,
SANITARY SERVICE #3
51 LF OF 4" PVC DR-18
GUARD SHACK SERVICE I I I SANITARY SERVICE #2 TO BE INSTALLED BY OTHERS
139 LF OF 4" PVC DR-18
SEE 01C-19 FOR PROFILE I 51 LF OF 4" PVC DR-18
SEE 01C-17 FOR PROFILE
I I
I I
I I
I I
I �
SANITARY SERVICE #27 -
56 LF OF 4" PVC DR-18
SEE 01 C-21 FOR PROFILE
MANHOLE 1-11
RIM: FLUSH WITH GRADE
STA 53+95
4" IN (NE) IE = 698.03
8" IN (W) IE = 692.35
4" IN (NW) IE = 692.59
8" OUT (E) IE = 692.30
SANITARY SERVICE #4 '
65 LF OF 4" PVC DR-18
SEE 01C-17 FOR PROFILE
I I
SANITARY SERVICE #5
50 LF OF 4" PVC DR-18
SEE 01C-17 FOR PROFILE
I I
I I
I I
I I
I I
I I
I
SANITARY SERVICE #15 -
21 LF OF 4" PVC DR-18
SEE 01C-19 FOR PROFILE
SANITARY SERVICE #6
50 LF OF 4" PVC DR-18
SEE 01C-17 FOR PROFILE
MANHOLE 1-12
RIM: FLUSH WITH GRADE
STA 57+08
8" IN (W) IE = 690.37
8" OUT (E) IE = 690.37
A
r
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JA
AA
00 •• ' , + 57+0 58+00
s
e OXO 0
• '400
l�
SANITARY SERVICE #28
50 LF OF 4" PVC DR-18
SEE 01C-22 FOR PROFILE
�• I I •6 SANITARY SERVICE #7
69 LF OF 4" PVC DR-18
•6 SEE 01C-18 FOR PROFILE
I I
I I
I I
MANHOLE 1-13
RIM: FLUSH WITH GRADE
STA 59+76
8" IN (W) IE = 688.80
4" IN (N) IE = 694.92
8" OUT (E) IE = 688.92
i I�-IIIIIII♦�ti
SANITARY SERVICE #8 —
68 LF OF 4" PVC DR-18
SEE 01 C-18 FOR PROFILE
I
I
I
I
I
I
w
51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50
0
O
+
CD
CO
r
730
720
710
700
••1
•:1
670
RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
BY THE CONTRACTOR BASED ON INFORMATION
PROVIED BY THE CONTRACTOR AND OTHER DATA
ASSOCIATED WITH CHANGES IN THE WORK
AUTHORIZED BY THE OWNER. THE ENGINEER
REPRESENTS THAT THIS RECORD DOCUMENT HAS
BEEN PREPARED ON THE BASIS OF THE
INFORMATION PROVIDED TO THE ENGINEER, BUT
MAKES NO REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF SUCH
INFORMATION.
RECORD DRAWINGS
DATE: October 27, 2023 BY: MATTHEW W. WATT
l.J
CONTRACT SHEET
9 of 35
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
Gee ro
er
rounc
Loca
1 o I
e
uests
COG Water eso ceSZce�com
73-2033
GDOT Traffi Si a
—
73-2606
COG/Guilf rd Co. —
73-2084
COG Wat
r upply — —
— — — 73-5855
Tanks/�re
GDOT Storm
tment Plants
�er _ — —
— /
73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
9.00 AC
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
iiii
VERTICAL SCALE IN FEET
V 1 J F'rlFiJt III
P-0614OA-06
01 C-10
01 C-14
01 C-13
01 C-23 N
01 C-09
01 C-11
01 C-12
--- 01 C-13
01 C-16 421
z
01C-08 RD
Q ''
01 C-16A
01 C-03
01 C-01 O
01 -04 01C-05 0
Q
01 C-06 w
PHASE V SAN Y CREEK OUTFALL
PROJECT UMBER:
P05805E
KEY MAP
NOT TO SCALE
037518
�.10/27/2023
y �N
EINW�.
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
RECORD DRAWINGS1 SIDEWALK
CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
2022-006A
2022-006A
JOB NO. P— 05805D CITY OF G R E E N S B O R O
DESIGNED 10 2023 BY HDR WATER RESOURCES DEPARTMENT
CONST. SURVEY BY Megasite City of Greensboro Wet Utilities Phase I
CHECKED BY BUILDING 801-802 PRIVATE SOUTH SEWER
PLAN AND PROFILE
SCALE: AS NOTED STA 51+00 TO STA 60+00
01 C— 04
SHEET NO.
9 of 35

F)l
0')I
O
0
o�
740
730
720
710
PROP. 24" STORM
700
.•1
.:1
SANITARY SERVICE #9, -
54 LF OF 4" PVC DR-18
SEE 01 C-18 FOR PROFILE
MANHOLE 1-14
RIM: FLUSH WITH GRADE
STA 62+65
8" IN (W) IE = 687.43
4" IN (N) IE = 694.14
8" OUT (E) IE = 687.62
PROPOSED GRADE, TYP.
w
0
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720
710
PROP. 1a!'STBRM`__'
PROP. 16" FIRE WATER-�
210 LF 8" C-900 DR-18 @ 0.60%
MIN. 12" SEPARATION
(PROVIDE CONCRETE CRAD4
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61+00
61+50
62+00
62+50 63+00
63+50
64+00
REVISIONS
TYPE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
ROADWAY
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
SEWER
704.338.6700
WATER
RECORD DRAWINGS
SIDEWALK
700
e
e
u7
O LO
O N
O O
64+50
WET WELL 801 & 802 10'X10'
RIM: 701.78
STA 40+46
8" IN (E) IE = 692.93
8" IN (W) IE = 685.61
MANHOLE 1-15
RIM: FLUSH WITH GRADE
STA 30+00
8" IN (N) IE = 685.96
8" IN (W) IE = 686.36
8" OUT (E) IE = 686.06
BUILDING 802 SOUTH,
SEE SHEET 01 C-06 FOR
PLAN/PROFILE.
8" FORCE MAIN TO BE
DESIGNED IN PHASE II.
CONTRACT ICONTRACTORI AS -BUILT I AUTH. DATE I WATER AND SEWER PERMITS
2022-006A
2022-006A
RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 , PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
BY THE CONTRACTOR BASED ON INFORMATION
PROVIED BY THE CONTRACTOR AND OTHER DATA
ASSOCIATED WITH CHANGES IN THE WORK
AUTHORIZED BY THE OWNER. THE ENGINEER
REPRESENTS THAT THIS RECORD DOCUMENT HAS
BEEN PREPARED ON THE BASIS OF THE
INFORMATION PROVIDED TO THE ENGINEER, BUT
MAKES NO REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF SUCH
INFORMATION.
RECORD DRAWINGS
DATE: October27, 2023
BY: MATTHEW W. WATT
W
CONTRACT SHEET
10 OF 35
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
2North
ina��
8�
ww.nc811.org�
City
COG Water eso ces ep . 73-2033
GDOT Traffi Si -a _ — — 73-2606
COG/Guilf rd Co. Telecom — 73-2084
COG Wat r upply — — — — — 73-5855
Tanks Tre tment Plants
GDOT St rrril ter _ — — — 1�73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
9.00 AC
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
iia
VERTICAL SCALE IN FEET
10 rr7Hac n' 01 C-10
P-0614OA-06 01C-14
01 C-13 01 C-23 N
01 C-07
01 C-09 \
o � 01 C-11
01 C-13 pL0 1
01 C-12 01 C-16 21
4 RD
Z 01 C-08
Q 01 C-16A
Q 01 C-03
�0i C-01 0
01 C-04 01 C-05 0
Q
01 C-06 w
y�C �
PHASE V SANDY CREEK OUTFALL
PROJECT NUMBER: P05805E
FIR
KEY MAP
NOT TO SCALE
.�.,•. ss'� Zi
037518
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%.c�G I N�F,.�,�`
itm
'-•,fill,,.,•`,
JOB NO. P- 05805D
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
01 C-05
DESIGNED 10 2023 BY HDR
CONST. SURVEY BY
Megasite City of Greensboro Wet Utilities Phase I
BUILDING 802 SOUTH
PLAN AND PROFILE
STA 60+00 TO STA 64+72
SHEET NO.
CHECKED BY
10 OF 35
SCALE: AS NOTED

750
740
730
720
710
700
670
.L 801 & 802 10'X10'
78
6
- = 692.93
E = 685.61
�:�42+00 0
S S
FM
E
LIFT STATION DETAILS
)l D-04
FM
tl\
I
1
FORCE MAIN TO BE DESIGNED IN
PHASE II
N
Ln
+
0
MANHOLE 1-16
RIM: FLUSH WITH GRADE
STA 42+19
8" IN (E) IE = 693.93
8" OUT (W) IE = 693.87
44+00
-� SS
40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00
HDR Engineering, Inc. REVISIONS
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
RECORD DRAWINGS
44+50
SANITARY SERVICE #18
57 LF OF 4" PVC DR-18
SEE 01C-20 FOR PROFILE
MANHOLE 1-17
RIM: FLUSH WITH GRADE
STA 46+20
8" IN (E) IE = 695.87
4" IN (NE) IE = 695.98
8" OUT (W) IE = 694.85
SANITARY SERVICE #23
47 LF OF 4" PVC DR-18
SEE 01C-21 FOR PROFILE
SANITARY SERVICE #25 -
56 LF OF 6" PVC DR-18
SEE 01C-21 FOR PROFILE
MANHOLE 1-18
RIM: FLUSH WITH GRADE
STA 50+18
6" IN (N) IE = 698.32
8" OUT (W) IE = 697.95
iml
-
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1 1 ° SANITARY SERVICE #24
52 LF OF 4" PVC DR-18
SANITARY SERVICE #20
SANITARY SERVICE #22 I I SEE 01C-21 FOR PROFILE
46 LF OF 4" PVC DR-18 49 LF OF 4" PVC DR-18
SEE 01 C-20 FOR PROFILE _ SEE 01 C-20 FOR PROFILE
I I /
E I //A l FM
SANITARY SERVICE #19 I
55 LF OF 4" PVC DR-18 — SANITARY SERVICE #21
SEE 01C-20 FOR PROFILE 46 LF OF 4" PVC DR-18
SEE 01C-20 FOR PROFILE
I I
-
I—
1
I I I I I I
I I I I I
I I I I I
I I I I
45+00
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
46+00 46+50 47+00 47+50 48+00 48+50
CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
2022-006A
2022-006A
49+00 49+50
JOB NO. P— 05805D
DESIGNED 10/2023 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CONTRACT SHEET
11 of 35
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
IWNbrth
8�
Carouna��
wWW.nc811.org�
CHy of
Grbe ro er
rounc
Loca
404 1 8
uests
COG Water
esO ces ep .
73-2033
GDOT Traffi
Si a _ — —
73-2606
COG/Guilf
rd Co. Telecom —
73-2084
COG Wat
r upply - — — — — —
73-5855
Tanks
1re tment Plants
GDOT St
rri ter _ — — — 1�73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
9.00 AC
40 0 40 80
750 HORIZONTAL SCALE IN FEET
10 0 10 20
iia
VERTICAL SCALE IN FEET
740
730
720
710
700
690
\TER
670
� I a rnHat nl C
P-0614OA-06 0101 -10
C-14
01 C-13 01 C-23
01 C-07
01 C-09
o � 01 C-11
01 C-13
01 C-12 01 C-16 F7
Z Of 01 C-08
Q 0 1 0C-16A
Q 01 C-03
�01 C-01 0
O
01 C-04 01 C-05
Q
01 C-06 w
y7C �
PHASE V SANDY CREEK OUTFALL
PROJECT NUMBER: P05805E
KEY MAP
NOT TO SCALE
RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 , PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
BY THE CONTRACTOR BASED ON INFORMATION
PROVIED BY THE CONTRACTOR AND OTHER DATA
ASSOCIATED WITH CHANGES IN THE WORK
AUTHORIZED BY THE OWNER. THE ENGINEER
REPRESENTS THAT THIS RECORD DOCUMENT HAS
BEEN PREPARED ON THE BASIS OF THE
INFORMATION PROVIDED TO THE ENGINEER, BUT
MAKES NO REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF SUCH
INFORMATION.
RECORD DRAWINGS
DATE: October 27, 2023
BY: MATTHEW W. WATT/91z -e--
J
50+00
K-
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Megasite City of Greensboro Wet Utilities Phase I
BUILDING 802 SOUTH
PLAN AND PROFILE
STA 40+00 TO STA 50+24
N
�7 RD
,,�/11111/IIII
•``�N C A R0''%
037518
�.10/27/2023
TNEI�V W 0'.
01 C-06
SHEET NO.
11 OF 35

I
CONTRACT SHEET
11 A of 35
1 11
o I II / p+50
n
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1730
1720
1710
1700
e
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WET WELL 801 & 802 10'X10'
RIM: 701.78
STA 40+46
8" IN (E) IE = 692.93
8" IN (W) IE = 685.61 \
\
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N 782002
E 1811120
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SEE DETAILS ON SHEET 01 D-04
MANHOLE 1-15
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SENSITIVE INFORMATION
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permission of the City
of Greensboro.
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NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
REVISIONS
RECORD DRAWINGS
5+50 6+00 6+50 7+00 7+50 8+00 8+50
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
2022-006A
2022-006A
9+00 9+50 10+00
JOB NO. P— 05805D
DESIGNED 10/2023 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
NPDES
General Permit
Applies
DISTURBED AREA
9.00 AC
740
730
720
710
700
.•1
.:1
RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 , PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
BY THE CONTRACTOR BASED ON INFORMATION
PROVIED BY THE CONTRACTOR AND OTHER DATA
ASSOCIATED WITH CHANGES IN THE WORK
AUTHORIZED BY THE OWNER. THE ENGINEER
REPRESENTS THAT THIS RECORD DOCUMENT HAS
BEEN PREPARED ON THE BASIS OF THE
INFORMATION PROVIDED TO THE ENGINEER, BUT
MAKES NO REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF SUCH
INFORMATION.
RECORD DRAWINGS
DATE: October 27, 2023
BY: MATTHEW W. WATT
/91z —e-- (ter/
,,�/11111/IIII
037518
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10+50 11+00 11+50 12+00
K-
CITY OF GREENSBORO 01 C-06A
WATER RESOURCES DEPARTMENT
Megasite City of Greensboro Wet Utilities Phase I SHEET NO.
MEGASITE FORCE MAIN #1
PLAN AND PROFILE 11 A OF 35
STA 0+00 TO STA 12+00
co
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740
730
720
710
700
690
680
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740
730
720
710
700
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740
730
720
710
700
690
680
SEE SHEET 01C-04
0+00 0+50 1+00
740
730
720
710
700
690
680
SANITARY SERVICE #4
SEE SHEET 01C-04
740
730
720
710
700
690
680
0+00 0+50 1+00
740
730
720
710
700
690
680
SANITARY SERVICE #2
740
730
720
710
700
690
680
SEE SHEET 01C-04
0+00 0+50 1+00
740
730
720
710
700
690
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730
720
710
700
690
680
670
SEE SHEET 01C-04
0+00 0+50 1+00
730
720
710
700
690
680
670
SANITARY SERVICE #6
SEE SHEET 01C-04
GENERAL NOTES:
1. SEWER SERVICE LATERALS SHALL BE INSTALLED
PER NORTH CAROLINA PLUMBING
CODE/INTERNATIONAL PLUMBING CODE (LATEST
EDITION).
2. SEWER SERVICE LATERALS SHALL BE
CONNECTED TO GRAVITY SANITARY SEWER
MAINS 8" AND LARGER PER CITY OF
GREENSBORO SPECIFICATIONS AND DETAILS.
3. CONTRACTOR MAY ADJUST THE LOCATION OF
CLEANOUTS AND/OR INSTALL SEWER LATERALS
AT STEEPER SLOPES THAN SHOWN, TO AVOID
CONFLICTS. CONTRACTOR SHALL OBTAIN
WRITTEN AUTHORIZATION FROM ENGINEER
PRIOR TO CONSTRUCTION.
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
iia
VERTICAL SCALE IN FEET
RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 , PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
BY THE CONTRACTOR BASED ON INFORMATION
PROVIED BY THE CONTRACTOR AND OTHER DATA
ASSOCIATED WITH CHANGES IN THE WORK
AUTHORIZED BY THE OWNER. THE ENGINEER
REPRESENTS THAT THIS RECORD DOCUMENT HAS
BEEN PREPARED ON THE BASIS OF THE
INFORMATION PROVIDED TO THE ENGINEER, BUT
MAKES NO REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF SUCH
INFORMATION.
RECORD DRAWINGS
DATE: October 27, 2023
BY: MATTHEW W. WATT
(�rl
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700

RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 , PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
BY THE CONTRACTOR BASED ON INFORMATION
PROVIED BY THE CONTRACTOR AND OTHER DATA
ASSOCIATED WITH CHANGES IN THE WORK
AUTHORIZED BY THE OWNER. THE ENGINEER
REPRESENTS THAT THIS RECORD DOCUMENT HAS
BEEN PREPARED ON THE BASIS OF THE
INFORMATION PROVIDED TO THE ENGINEER, BUT
MAKES NO REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF SUCH
INFORMATION.
RECORD DRAWINGS
DATE: October 27, 2023
BY: MATTHEW W. WATT
W
730
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700
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670
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SEE SHEET 01C-01
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730
730
720
720
710
710
700
700
690
690
680
680
670
670
SANITARY SERVICE #8
730
720
710
700
690
680
670
SEE SHEET 01C-04
0+00 0+50 1+00
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Q
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SEE SHEET 01C-05
730
730
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Q
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720
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710
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= Q +
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z Q 0
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EDITION).
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700
700
—
700
CONNECTED TO GRAVITY SANITARY SEWER
MAINS 8" AND LARGER PER CITY OF
GREENSBORO SPECIFICATIONS AND DETAILS.
3. CONTRACTOR MAY ADJUST THE LOCATION OF
CLEANOUTS AND/OR INSTALL SEWER LATERALS
AT STEEPER SLOPES THAN SHOWN, TO AVOID
690
690
690
CONFLICTS. CONTRACTOR SHALL OBTAIN
WRITTEN AUTHORIZATION FROM ENGINEER
PRIOR TO CONSTRUCTION.
680
680
680
670
670
670
SANITARY SERVICE #11
SEE SHEET 01C-01
'ITo 0) co o 0
0+00 0+50 1+00
SANITARY SERVICE #12
SEE SHEET 01C-01
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700

RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 , PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
BY THE CONTRACTOR BASED ON INFORMATION
PROVIED BY THE CONTRACTOR AND OTHER DATA
ASSOCIATED WITH CHANGES IN THE WORK
AUTHORIZED BY THE OWNER. THE ENGINEER
REPRESENTS THAT THIS RECORD DOCUMENT HAS
BEEN PREPARED ON THE BASIS OF THE
INFORMATION PROVIDED TO THE ENGINEER, BUT
MAKES NO REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF SUCH
INFORMATION.
RECORD DRAWINGS
DATE: October 27, 2023
BY: MATTHEW W. WATT
lzvz-e� W 6—�t
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730
720
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SEE SHEET 01C-01
0+00 0+50 1+00
FIRE PUMP ROOM SERVICE
Ore,
730
740
720
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710
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700
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680
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SEE SHEET 01C-04
GENERAL NOTES:
1. SEWER SERVICE LATERALS SHALL BE INSTALLED
PER NORTH CAROLINA PLUMBING
CODE/INTERNATIONAL PLUMBING CODE (LATEST
EDITION).
2. SEWER SERVICE LATERALS SHALL BE
CONNECTED TO GRAVITY SANITARY SEWER
MAINS 8" AND LARGER PER CITY OF
GREENSBORO SPECIFICATIONS AND DETAILS.
3. CONTRACTOR MAY ADJUST THE LOCATION OF
CLEANOUTS AND/OR INSTALL SEWER LATERALS
AT STEEPER SLOPES THAN SHOWN, TO AVOID
CONFLICTS. CONTRACTOR SHALL OBTAIN
WRITTEN AUTHORIZATION FROM ENGINEER
PRIOR TO CONSTRUCTION.
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
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

730
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SANITARY SERVICE #17
RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 , PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
BY THE CONTRACTOR BASED ON INFORMATION
PROVIED BY THE CONTRACTOR AND OTHER DATA
ASSOCIATED WITH CHANGES IN THE WORK
AUTHORIZED BY THE OWNER. THE ENGINEER
REPRESENTS THAT THIS RECORD DOCUMENT HAS
BEEN PREPARED ON THE BASIS OF THE
INFORMATION PROVIDED TO THE ENGINEER, BUT
MAKES NO REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF SUCH
INFORMATION.
RECORD DRAWINGS
DATE: October 27, 2023
BY: MATTHEW W. WATT
lgpz-e� j &)�ff— I
W
730
720
710
700
690
680
SEE SHEET 01C-03
0+00 0+50
730
720
710
700
690
680
SANITARY SERVICE #20
SEE SHEET 01C-06
730
720
710
700
690
680
0+00 0+50 1+00
730
720
710
700
690
680
SANITARY SERVICE #18
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710
700
690
680
0+00 0+50 1+00
730
720
710
700
690
680
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680
SEE SHEET01C-06
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710
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CODE/INTERNATIONAL PLUMBING CODE (LATEST
EDITION).
2. SEWER SERVICE LATERALS SHALL BE
700 CONNECTED TO GRAVITY SANITARY SEWER
MAINS 8" AND LARGER PER CITY OF
GREENSBORO SPECIFICATIONS AND DETAILS.
3. CONTRACTOR MAY ADJUST THE LOCATION OF
CLEANOUTS AND/OR INSTALL SEWER LATERALS
AT STEEPER SLOPES THAN SHOWN, TO AVOID
- 690 CONFLICTS. CONTRACTOR SHALL OBTAIN
18" PVC PIPE WRITTEN AUTHORIZATION FROM ENGINEER
PRIOR TO CONSTRUCTION.
680
0+50
SANITARY SERVICE #22
SEE SHEET 01C-06
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700

RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 , PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
BY THE CONTRACTOR BASED ON INFORMATION
PROVIED BY THE CONTRACTOR AND OTHER DATA
ASSOCIATED WITH CHANGES IN THE WORK
AUTHORIZED BY THE OWNER. THE ENGINEER
REPRESENTS THAT THIS RECORD DOCUMENT HAS
BEEN PREPARED ON THE BASIS OF THE
INFORMATION PROVIDED TO THE ENGINEER, BUT
MAKES NO REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF SUCH
INFORMATION.
RECORD DRAWINGS
DATE: October 27, 2023
BY: MATTHEW W. WATT
W
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SANITARY SERVICE #24
740
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700
690
SEE SHEET 01C-06
0+00 0+50 1+00
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
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730
GENERAL NOTES:
1. SEWER SERVICE LATERALS SHALL BE INSTALLED
PER NORTH CAROLINA PLUMBING
72O CODE/INTERNATIONAL PLUMBING CODE (LATEST
EDITION).
2. SEWER SERVICE LATERALS SHALL BE
CONNECTED TO GRAVITY SANITARY SEWER
MAINS 8" AND LARGER PER CITY OF
GREENSBORO SPECIFICATIONS AND DETAILS.
71 O 3. CONTRACTOR MAY ADJUST THE LOCATION OF
CLEANOUTS AND/OR INSTALL SEWER LATERALS
AT STEEPER SLOPES THAN SHOWN, TO AVOID
CONFLICTS. CONTRACTOR SHALL OBTAIN
WRITTEN AUTHORIZATION FROM ENGINEER
PRIOR TO CONSTRUCTION.
700
690
SANITARY SERVICE #27
SEE SHEET 01C-06
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700

740
730
EXISTING GRADE, TYP.
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740
730
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740
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SANITARY SERVICE #30
SEE SHEET 01 C-02
RECORD DOCUMENTS
THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 4/13/2023 , PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES MADE
BY THE CONTRACTOR BASED ON INFORMATION
PROVIED BY THE CONTRACTOR AND OTHER DATA
ASSOCIATED WITH CHANGES IN THE WORK
AUTHORIZED BY THE OWNER. THE ENGINEER
REPRESENTS THAT THIS RECORD DOCUMENT HAS
BEEN PREPARED ON THE BASIS OF THE
INFORMATION PROVIDED TO THE ENGINEER, BUT
MAKES NO REPRESENTATION AS TO THE
ACCURACY OR COMPLETENESS OF SUCH
INFORMATION.
RECORD DRAWINGS
DATE: October27, 2023
BY: MATTHEW W. WATT
GENERAL NOTES:
1. SEWER SERVICE LATERALS SHALL BE INSTALLED
PER NORTH CAROLINA PLUMBING
CODE/INTERNATIONAL PLUMBING CODE (LATEST
EDITION).
2. SEWER SERVICE LATERALS SHALL BE
CONNECTED TO GRAVITY SANITARY SEWER
MAINS 8" AND LARGER PER CITY OF
GREENSBORO SPECIFICATIONS AND DETAILS.
3. CONTRACTOR MAY ADJUST THE LOCATION OF
CLEANOUTS AND/OR INSTALL SEWER LATERALS
AT STEEPER SLOPES THAN SHOWN, TO AVOID
CONFLICTS. CONTRACTOR SHALL OBTAIN
WRITTEN AUTHORIZATION FROM ENGINEER
PRIOR TO CONSTRUCTION.
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
iiiii
VERTICAL SCALE IN FEET
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