WQ0044093_Toyota_802_Lift_Station_Phase_II_Asbuilts_20240624

CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
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CONSTRUCTION
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HASE II UNDER
CONSTRUCTION
PRO V ENCE F U T U R
CH RCH A N DESIGN �
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c, SITE
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LOCATION MAP
N.T.S.
ENGINEERING DIVISION
Contract Drawings For
City of Greensboro
Me asmite Water
Water and Sewer
Improvements
Phase II
Civil
Greensboro Project No. P05805D
Greensboro Contract No. 2022-0180
HDR Project No. 10328289
Greensboro,
April 2023
North Carolina
WATER...........................................................L.F. _$..0 ..................................
SEWER...... 10,950..........................................L.F. _$..0 ..................................
RDWY.............................................................L.F. =$..0 ...................................
TOTAL.............................................................................................$ .....................................
❑ ROADWAY TO BE PRIVATELY INSPECTED
DATE FEES (S) RECEIVED BY CITY OF GREENSBORO...................................................
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.
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 20
BEFORE YOU DIG!
CONTACT O
1-800-632-4949
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) ..............
® Coo
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"........................
❑ coo
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)..............
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 .........................................
— - - —
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 —

HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700

XITOWER NEAR CABIN
WATER TANK SITE
L---
BUILDING 801
XCELL TOWER kEAR 4-21
BUILDING 802
0
BUILDING 803
30
All
'2 : 1:: 1: : :...
1]
- — -- — -- — -- — -- — -- — -- — -- — -- — -- — -- — S
HIDIR Engineering, Inc.
of the Carolinas
NCIBELS License No. F-01 16
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704 338.6700

INDEX OF DRAWINGS
GENERAL PROJECT NOTES
CONSTRUCTION SEQUENCE
GENERAL
1. CONTRACTOR SHALL PROVIDE SEQUENCING PLAN/PHASING PLAN PRIOR TO
1.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED WITH THE WORK UNDER THIS
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.
FORCEMAIN PHASE 2
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
02C-01
MEGASITE FORCE
MAIN
#1 -
PLAN AND PROFILE - STA 12+00 TO 21 +00
3.
CONTRACTOR SHALL INSTALL SANITARY FORCE MAINS AND GRAVITY SEWER AS INDICATED ON PLANS AND
EXCAVATION).
7
02C-02
MEGASITE FORCE
MAIN
#1 -
PLAN AND PROFILE - STA 21 +00 TO 30+00
SHALL NOT DISTURB ANY AREA OUTSIDE THE EASEMENT LIMITS AND LIMITS OF DISTURBANCE SHOWN ON
7. ALL CLEARING AND GRUBBING ARE TO STAY WITHIN LIMITS AS SHOWN ON THE PLANS.
8
02C-03
MEGASITE FORCE
MAIN
#1 -
PLAN AND PROFILE - STA 30+00 TO 39+00
THE PLANS.
9
02C-04
MEGASITE FORCE
MAIN
#1 -
PLAN AND PROFILE - STA 39+00 TO 48+00
8. AS NOTED ON THE PLANS, NO WORK SHALL BE DONE IN AREAS OF WETLANDS AND
10
02C-05
MEGASITE FORCE
MAIN
#1 -
PLAN AND PROFILE - STA 48+00 TO 57+00
4.
CONTRACTOR IS RESPONSIBLE FOR REPAIR/REPLACEMENT OF ALL MAINTAINED PAVEMENT DAMAGED BY
STREAMS UNTIL THE 401/404 PERMITS ARE OBTAINED.
11
02C-06
MEGASITE FORCE
MAIN
#1 -
PLAN AND PROFILE - STA 57+00 TO 66+00
CONSTRUCTION ACTIVITIES TO SATISFACTION OF NCDOT, GUILFORD COUNTY, RANDOLPH COUNTY AND THE
9. IN WORK ZONE AREAS:
12
02C-07
MEGASITE FORCE
MAIN
#1 -
PLAN AND PROFILE - STA 66+00 TO 75+00
CITY OF GREENSBORO. NO SEPARATE PAYMENT SHALL BE MADE FOR PAVEMENT REPAIR EXCEPT AS NOTED
13
02C-08
MEGASITE FORCE
MAIN
#1 -
PLAN AND PROFILE - STA 75+00 TO 84+50
ON PLANS.
9.1. INSTALL SILT FENCE AND DOWNSTREAM EROSION CONTROL MEASURES. ENSURE THAT
14
02C-09
MEGASITE FORCE
MAIN
#1 -
PLAN AND PROFILE - STA 84+50 TO 93+00
PRIOR WORK AREA IS CLOSED, SEEDED AND MATTED (IF CALLED OUT ON THE
5.
LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE NOT INTENDED TO BE EXACT OR
PLANS).
15
02C-10
MEGASITE FORCE
MAIN
#1 -
PLAN AND PROFILE - STA 93+00 TO 102+00
COMPLETE. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES AND FIELD VERIFY THE
9.2. CONTRACTOR SHALL ESTABLISH CLEAN WATER DIVERSION SWALES AS DETAILED
16
02C-11
MEGASITE FORCE
MAIN
#1 -
PLAN AND PROFILE - STA 102+00 TO 109+05.02
LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION. LOCATE WELL AHEAD OF PIPE LAYING
UPSLOPE OF TRENCH LOCATION WHERE ROOM EXISTS BETWEEN LOD AND PROPOSED
05E-04
PHASE V SANDY
CREEK
OUTFALL - EROSION AND SEDIMENT CONTROL
OPERATIONS TO ALLOW FOR ADJUSTMENT. NO SEPARATE PAYMENT WILL BE MADE FOR FIELD VERIFICATION
WATERLINE.
05E-05
PHASE V SANDY
CREEK
OUTFALL - EROSION AND SEDIMENT CONTROL
OR ADJUSTMENT AS REQUIRED. ADJUSTMENTS TO LAYOUT SHOWN SHALL BE SUBJECT TO ENGINEER
APPROVAL. CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE, ANY DAMAGE CAUSED BY
9.3. CONTRACTOR SHALL NOT OPEN UP ANY MORE TRENCH THAN CAN BE CLOSED AT
DETAILS
CONSTRUCTION -RELATED ACTIVITIES TO EXISTING UTILITY LINES.
THE END OF THE DAY.
9.4. SET EXCAVATED MATERIAL ON THE HIGH SIDE OF THE TRENCH SO THAT TRENCH
17
CIVIL
DETAILS
6.
IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, OR OTHER FACILITIES, CONTRACTOR SHALL STOP WORK
WILL ACT AS A BASIN SHOULD THERE BE A POP-UP STORM.
18
CIVIL
DETAILS
IMMEDIATELY, TAKE NECESSARY PRECAUTIONS TO PREVENT INJURY OR FURTHER DAMAGE, AND NOTIFY
9.5. WORK WITH DRIVEWAYS, EXISTING CULVERTS, ETC. TO REVIEW IN THE FIELD
19
CIVIL
DETAILS
PROPER AUTHORITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING/REPAIRING ALL EXISTING
LOCATIONS WHERE SEDIMENT LADEN RUN-OFF MAY ESCAPE. PROVIDE EXTRA
20
CIVIL
DETAILS
STRUCTURES, CONDUITS, OR OTHER UTILITIES DAMAGED BY CONTRACTOR'S OPERATIONS AT NO COST TO
MEASURES AS NECESSARY TO MAINTAIN A SEDIMENT SECURE SITE.
OWNER.
9.6. APPLY STABILIZATION MEASURES AS SOON AS PIPE IS SET AND TRENCH BACKFILLED
AND COMPACTED.
7.
THE CONTRACTOR SHALL RECONSTRUCT ALL ROAD SHOULDERS, DRAINAGE DITCHES AND SWALES DISTURBED
9.7. IT IS RECOMMENDED THAT, GIVEN MOST LOCATIONS ARE WITHIN OR NEAR ROADSIDE
BY CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL GRADE AND LOCATION.
DITCHES THAT SEEDING OCCUR WITHIN 7 DAYS OF OPENING DISTURBED AREAS.
9.8. WORK WITH THE NCDEQ INSPECTOR ON THE USE OF WATTLES VERSUS ROCK CHECK
8.
ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL BE ADEQUATELY PROTECTED BY
DAMS AT VARIOUS LOCATIONS.
BARRICADES, LIGHTS OR OTHER PROTECTIVE DEVICES.
10. INSPECT ALL EROSION CONTROL DEVICES AT WEEKLY INTERVALS AND AFTER EVERY
9.
REMOVAL OF EXCAVATED MATERIALS AND DAILY CLEANUP OPERATIONS SHALL BE PERFORMED IN
RAINFALL EVENT EXCEEDING 1.0 INCH TO VERIFY THAT THEY ARE FUNCTIONING
COMPLIANCE WITH THE SPECIFICATIONS AND TO THE SATISFACTION OF THE OWNER/ENGINEER, AND/OR
PROPERLY. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED AND PLACED IN A
NCDOT.
DESIGNATED SPOIL DISPOSAL AREA APPROVED BY THE INSPECTOR. CONDUCT PERIODIC
INSPECTIONS OF ALL EROSION AND SEDIMENTATION CONTROLS AND MAKE ANY REPAIRS
10.
ALL ROCKS, BRUSH, TIMBER, AND OTHER DEBRIS THAT IS CLEARED FROM THE RIGHTS -OF -WAY SHALL BE
OR MODIFICATIONS NECESSARY TO ASSURE CONTINUED EFFECTIVE OPERATION OF EACH
REMOVED FROM THE PREMISES AND SHALL NOT BE BURIED WITHIN THE RIGHT-OF-WAY OR PLACED ON
DEVICE.
ADJOINING LANDS, EXCEPT WHERE ARRANGEMENTS FOR SUCH PLACEMENT OR DISPOSAL ARE MADE WITH
THE APPROPRIATE PROPERTY OWNERS.
11. BORE LOCATIONS: CLEAR UTILITY MAIN EASEMENTS AND GRUB AREAS FOR BORE PITS,
HAUL ALL DEBRIS FROM CLEARING ACTIVITIES TO AN APPROVED OFF -SITE WASTE
11.
ALL TREE PROTECTION AND EROSION AND SEDIMENTATION CONTROLS SHALL BE IMPLEMENTED BEFORE
HANDLING FACILITY.
CONSTRUCTION COMMENCES AND SHALL NOT BE REMOVED UNTIL RE -VEGETATION HAS BEEN ESTABLISHED.
12. THERE ARE AREAS WITHIN THE PROJECT WHERE THERE ARE LARGE DRAINAGE AREAS
FLOWING THROUGH THE SITE WITH LIMITED ABILITY TO DIVERT THOSE FLOWS AROUND
12.
ANY AGREEMENT BETWEEN THE CONTRACTOR AND PROPERTY OWNERS SHALL BE MADE IN WRITING AND
THE WORK ZONE. THESE AREAS ARE NOTED IN THE PLANS AS "SENSITIVE AREAS" AND
COPIED TO THE OWNER.
THERE RE SPECIFIC CONSTRUCTION SEQUENCES FOR THESE AREAS.
13.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE ENGINEER WITH A SET OF SURVEY RECORD
13. AFTER STABILIZATION IS ESTABLISHED, THE CONTRACTOR SHALL WORK WITH NCDEQ TO
(AS -BUILT) DRAWINGS PREPARED BY A NORTH CAROLINA REGISTERED LAND SURVEYOR CERTIFYING THE
OBTAIN APPROVAL FOR REMOVING EROSION CONTROL BMPSs.
ACCURACY OF THE SURVEY HORIZONTAL AND VERTICAL LOCATIONS TO ONE TENTH (0.10) OF A FOOT.
SURVEY SHALL BE TIED TO THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM (NAD83 FEET)
HORIZONTALLY, AND ELEVATIONS SHALL BE NORTH AMERICAN VERTICAL DATUM (NAVD88). SURVEY POINT
INFORMATIONSHALL BEPROVIDED IN NELECTRONICAUTOCAD [VERSION 2018 OR
EARLIER] DWGFILE OR AN ASCIIPOINTTEXT LE
FILE COORDINATES]).
EROSION
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
- SEE GREENSBORO RANDOLPH MEGASITE FOUNDATION DRAWINGS (PROJECT NUMBER:
WATERLINE AND FORCE MAIN.
10068163) FOR EROSION CONTROL CONSTRUCTION SEQUENCE, PLANS, & DETAILS.
- FOR SHEETS 02C-09 - 02C-1 1, SEE SHEETS 05E-04 AND 05E-05 ON CITY OF
CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A LETTER CERTIFYING TO THEIR COMPLIANCE WITH THE
GREENSBORO PHASE V SANDY CREEK OUTFALL (PROJECT NUMBER: 10328292) FOR
CONTRACT DRAWINGS.
EROSION CONTROL MEASURES OFF OF PAD SITE.
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. ALL CONSTRUCTION SHALL CONFORM TO CITY OF GREENSBORO/NCDEQ STANDARDS.
20. CITY OF GREENSBORO CONSTRUCTION INSPECTOR REQUIRED FOR WATER AND SANITARY SEWER. CALL
[phone] TO SCHEDULE INSPECTOR.
21. ALL PIPE LAYING CONDITIONS TO FOLLOW PIPE MANUFACTURER'S RECOMMENDATIONS.
22. ALL DUCTILE IRON FITTINGS AND APPURTENANCES TO HAVE PROTECTO 401 OR APPROVED EQUAL.
23. ALL AIR RELEASE VALVE MANHOLES SHALL BE LINED TO PROTECT FROM SEWER GASES WITH A MINIMUM
EPDXY COATING OF 150 MILS.
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

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
CHECKERED PLATE (PLAN)
X
AL, ALUM
ALUMINUM
FUT
FUTURE
PE
PLAIN END
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
C/C
CATCH ASIN
CENTER BTO CENTER
HWL
HWR
VEL
HIGH AWATERTER E RETURN
HEATED
RH
RJ
RIGHT HAND
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
#
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
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LBS
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a a
PRECAST CONCRETE (PLAN AND/OR
IS LOCATED *
CUYD
DC
CUBIC YARD
DIRECT CURRENT
LC
LF
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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
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T&B
TOP AND BOTTOM
r'D'_4'Xn
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DI
DIA
DUCTILE IRON
DIAMETER
LOC'N
LOD
LOCATION
LIMITS OF DISTURBANCE
TEMP
TERM
TEMPERATURE
TERMINAL
VIEW ELEVATION
DIAG
DIAGONAL
LP
LOW POINT, LIGHTING PANEL
THK TH
/
THICK
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DIM
DIMENSION
LR
LONG RADIUS
TO OR T/
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LTG
LIGHTING
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TOP OF CONCRETE
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ELEVATION IS LOCATED
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DISCONNECT
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TOG
TOP OF GRATING
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LV
LOW VOLTAGE
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TOP OF STEEL
(1
C
MULTIPLE ELEVATION OR PHOTO MARKER
DN
DO
DOWN
DISSOLVED OXYGEN
LWL
LOW WATER LEVEL
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TP
TOP OF WALL
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SOD (SECTION)
SERVICE INDICATES
MAN
MANUAL
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ABBREVIATION NON —POTABLE WATER
DWG
IL G
L
MATERIAL
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TREAD
WEEP JOINT MORTAR
ELEVATION
DWL
DOWEL
MAX
MAXIMUM
I
TS
TEMPERATURE SWITCH
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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
®
(SECTION)
WOOD — CONTINUOUS SECTION
X
STRUCTURE BUILDING 20
EJ
EXPANSION JOINT
MCA
MAXIMUM CONTINUOUS AMPS
UG
UNDERGROUND
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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
NUMBER
ELEC
ELL
ELECTRICAL
ELBOW
MCOP
MAXIMUM OVER CURRENT PROTECTION
VA
VB
VOLT AMPERE
VAPOR BARRIER
BE FOUND *
EMBED
EMBEDMENT
MECH
MECHANICAL
VALVE BOX
GENERAL
NOTES:
ELEVATION TITLE
ALTERNATIVE 2
ENCL
ENCLOSURE
MET
MFR
METAL
MANUFACTURER
BT
VR
VERTICALX
NPWP-23
EOP
EPS
EDGE OF PAVEMENT
EFFLUENT PUMPING STATION
MH
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
EQ
EQUAL
MIN
MINIMUM
W
WATTS/WEST/WIRE
SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY
DASH (—).
EQUIP
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
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
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www.ncimtorg
CHY
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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.
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

LOCATION MAP
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HDR Engineering, Inc. REVISIONS
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200 I
Charlotte, NC 28202-2075
704.338.6700 ■ x z x
FINAL DESIGN
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16+00
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
16+50
17+00
17+50
18+00
18+50
19+00
CONTRACT
ICONTRACTORI
AS -BUILT
I AUTH. DATE I
WATER AND
SEWER PERMITS
2022-0180
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
19+50 20+00 20+50
JOB NO. P-05805E-07
DESIGNED 4 2023 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
730
720
710
700
CONTRACT SHEET
6 of 20
SENSITIVE INFORMATION
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distributed without the
express written
permission of the City
of Greensboro.
North
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j
GDOT Storm Voter _ - - -
/
73-2569
NPDES
General Permit
Applies
DISTURBED AREA
OFF PAD =
2.11 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.
+ I K_ I I
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Megasite City of Greensboro Wet Utilities Phase 2
MEGASITE FORCE MAIN #1
PLAN AND PROFILE
STA 12+00 TO STA 21 +00
02C- 01
SHEET NO.
6 OF 20

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CONTRACT SHEET
7 of 20
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
N o
rah
8�
Caroli�na�
Clay of Gree oro ncler
rounc
Locates Info
Juests
7esep
COG Water esow
73-2033
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73-2606
COG/Guilf rd Co. Telecom
—
73-2084
COG Water upply _ _ — — —
— 73-5855
Tanks/Treatment Plants
GDOT Storm W(ter _ — — —
73-2569
NPDES
General Permit
Applies
DISTURBED AREA
OFF PAD =
2.11 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.
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
FINAL DESIGN
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
WATER AND SEWER PERMITS
JOB NO. P— 05805E-07
CITY OF G R E E N S B O R O
WATER RESOURCES DEPARTMENT
0 2 C— 0 2
ROADWAY
DESIGNED 4 2023 BY HDR
SEWER
2022-0180
CONST. SURVEY BY
Megasite City of Greensboro Wet Utilities Phase 2
MEGASITE FORCE MAIN #1
PLAN AND PROFILE
STA 24+00 TO STA 36+00
SHEET NO.
WATER
CHECKED BY
7 OF 20
SIDEWALK
SCALE: AS NOTED

LOCATION MAP
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8 of 20
W
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670
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z 40 0 40 80
30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50
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.:1
670
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M1
co
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ti
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i? 0mil1
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
111
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
IWINorth
8�
aroli�na�
Clay of reepsboro F1nc#er round
Locato nfo 1 /Requests
COG Water Resgya es ep . 73-2033
GDOT Traffi Sit _ _ _ 73-2606
COG/Guilf�upply
rd Co. Telecom _ 73-2084
COG Water _ - - _ - - 73-5855
Tanks/Tredtment Plants j
GDOT Storm Water _ - - - 73-2569
�I
NPDES
General Permit
Applies
DISTURBED AREA
OFF PAD =
2.11 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.
IM)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
ROADWAY
SEWER
1 2 ziWATER
FINAL DESIGN SIDEWALK
CONTRACT CONTRACTOR AS -BUILT I AUTH. DATE WATER AND SEWER PERMITS
2099-0180
JOB NO. P-05805E-07
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
02C-03
DESIGNED 4 2023 BY HDR
CONST. SURVEY BY
Megasite City of Greensboro Wet Utilities Phase 2
MEGASITE FORCE MAIN #1
PLAN AND PROFILE
STA 30+00 TO STA 39+00
SHEET NO.
CHECKED BY
8 OF 20
SCALE: AS NOTED

LOCATION MAP
[7
CONTRACT SHEET
9 of 20
700
e
.:I
670
W
650
O
39+00
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 I I
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I I I - I -
-
-
- 2155
679.07 I I
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674.62
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N 779420.E 1813135 „^
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sleeve I I I f E 1813138.1 ---
- N 779529.7
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II II
39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50
REVISIONS TYPE
ROADWAY
SEWER
1 2 3 WATER
FINAL DESIGN SIDEWALK
CONTRACT ICONTRACTORI AS -BUILT I AUTH. DATE I WATER AND SEWER PERMITS
2022-0180
700
670
e
650
• 1,
000,
48+00
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
JOB NO. P-05805E-07
DESIGNED 4/2023 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
North
8�
CarolincOla�
City of', Gree oro
a rounc
Loca es I o
e uests
COG Water eso ces ep .
73-2033
GDOT Traffi Si a _ _ -
73-2606
COG/Guilf rd Co. Telecom - 73-2084
COG Water upply - - - - -
- 73-5855
Tanks Tredtment Plants
GDOT Stormer
373-2569
NPDES
General Permit
Applies
DISTURBED AREA
OFF PAD =
2.11 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_
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Megasite City of Greensboro Wet Utilities Phase 2
MEGASITE FORCE MAIN #1
PLAN AND PROFILE
STA 39+00 TO STA 48+00
02C- 04
SHEET NO.
9 of 20

LOCATION MAP
CONTRACT SHEET
10 OF 20
Un
.'1
.:1
670
..1
650
M$
630
to
48+00
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-
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2138
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E 1813091.8
�X X X _
-
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STA 54+34
N 778588.94
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NL
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677.72
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-
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N 778796.2 -
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ROADWAY DESIGN IN PROGRESS
10" C-900 DR-18 PVC PIPE
2168
670.80
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/
48+50 49+00 49+50 50+00 50+50 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
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
1 2 3 WATER
FINAL DESIGN SIDEWALK
CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS
2022-0180
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
Nortalili-
Car
lia
'a8�
Jiwwww.ne811.org1
,
City of
Grime ro oa
rounc
Loc
es IJ/Re
nests
COG Water
eso c s ep .73-2033
GDOT Traffi
Si a _ -73-2606
COG/GuiIf
rd Co. Teleco73-2084
COG Wat
r upply - - -73-5855
anks
a tment PlantsGDOT
St
rrr� ter _ - _ -73-2569
NPDES
General Permit
Applies
DISTURBED AREA
OFF PAD =
2.11 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.
690 40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
ff
e
650
• R
ff
N
00
58+00
JOB NO. P-05805E-07
DESIGNED 4/2023 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
K_ I I
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Megasite City of Greensboro Wet Utilities Phase 2
MEGASITE FORCE MAIN #1
PLAN AND PROFILE
STA 48+00 TO STA 57+00
02C- 05
SHEET NO.
10OF20

LOCATION MAP
CONTRACT SHEET
11 of 20
III
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
\ 10" C-900 DR-18 PVC PIPE
I\
I
0
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STA 58+82 ii
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66
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62+00 62+50 // / // / // // / /
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MIN. THICKNESS 0.250" AT SWALE
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\ 10" GATE VALVE COMBINATION AIR RELEASE-
- STA 60+47 = VALVE AND MANHOLE—
_— = N 778089.84 SEE DETAIL 211/02D-03
E 1813267.87 — STA 60+60
N778882.37 778081.7
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3008 -�=
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TOP RIM ARV
— _ — N 778081.7
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—
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
700
.•1
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650
.�1
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61
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\ STA \ 60 8. --
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58+00 58+50 59+00 59+50
60+00 60+50 61+00
REVISIONS
61+50
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
62+00
62+50
63+00
63+50
64+00
64+50
65+00
CONTRACT
ICONTRACTORI
AS —BUILT
I AUTH. DATE I
WATER AND
SEWER
PERMITS
65+50 66+00
11,
:•1
.:1
670
..1
650
M
LO
co
rl-
co
66+50
JOB NO. P-05805E-07
DESIGNED 4/2023 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
K-
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
N o
rah
8�
Caroli.nc811.erg�
Clay of Gree oro
er
rounc
Locates Info
a
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C_
COG Water esour es ep .
73-2033
g GDOT Traffi Si
73-2606
COG/Guilf rd Co. Telecom
—
73-2084
COG Water upply _ _ — — —
— 73-5855
Tanks/Treatment Plants
GDOT Storm Water _ — — —
73-2569
NPDES
General Permit
Applies
DISTURBED AREA
OFF PAD =
2.11 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.
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Megasite City of Greensboro Wet Utilities Phase 2
MEGASITE FORCE MAIN #1
PLAN AND PROFILE
STA 57+00 TO STA 66+00
02C— 06
FINAL DESIGN
2022-0180
SHEET NO.
1 • IN

LOCATION MAP
CONTRACT SHEET
12 of 20
j
\ 10" 45' BEND (HORIZONTAL) \
---------
Gj
0 67+ \
\ --rQZ+50
STA 66+73 1
N 777736.47
E 1813785.08—
_ 167 LF OF 24" STEEL CASING BY OPEl'
MIN. THICKNESS 0.250"
COMBINATION AIR RELEASE AT PROPOSED FUTURE ROAD CROSSING
VALVE AND MANHOLE _\\\
SEE DETAIL 211/02D-03
STA 69+93
N 777713.61- 777712.9
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68+00 69+00 70+00 71\\\ \
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%
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66+50 67+00 67+50 68+00 68+50 69+00 69+50 70+00
HDR Engineering, Inc. REVISIONS
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, INC 28202-2075
704.338.6700
FINAL DESIGN
70+50 71+00
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
71+50 72+00
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ROADWAY DESIGN IN PROGRESS
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2022-0180
700
••1
•:1
670
e M01
650
M
0
00
co
74+50 75+00
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
FM
VERTICAL SCALE IN FEET
JOB NO. P-05805E-07
DESIGNED 4/2023 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
NorthCarallina
ICU
8�
I
VAM
COG Water �eso C s ep .
73-2033
GDOT Traffi Si _ —
—
73-2606
COG/Guilf�rd Co. Telecom
—
73-2084
COG Water upply _ — — —
— — 73-5855
Tanks/Tredtment Plants
j
GDOT Storm Vter
73-2569
NPDES
General Permit
Applies
DISTURBED AREA
OFF PAD =
2.11 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.
1 K-
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Megasite City of Greensboro Wet Utilities Phase 2
MEGASITE FORCE MAIN #1
PLAN AND PROFILE
STA 66+00 TO STA 75+00
02C— 07
SHEET NO.
12OF20

LOCATION MAP
CONTRACT SHEET
13 of 20
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
i
I — —
D nn 76+00
n 75+50
r
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77+00 78+00
76+50 77+50
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�0 �
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24" OUT (E) IE = 678.66 670.96 �� \
79+00 80+00 81+00 82+00 83+00
81+50 82+50
80+50
78+50 79+50
S -as s 83xs�
�0
MANHOLE MH 2-2
_ —_— STA 83+22
RIM = 678.16 677.98
24" IN (W) IE = 668.72 668M6
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_ = 96 LF OF 36" STEEL CASING BY
- — — — OPEN CUT MIN. THICKNESS 0.375" —
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FINAL DESIGN
/t3+bu 19+UU
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
19+bu uu+UU MU+bu 61+UU 61+bu 62+UU 62+bu 63+UU
CONTRACT ICONTRACTORI AS —BUILT I AUTH. DATE I WATER AND SEWER PERMITS
2022-0180
t33+bu 64+UU
JOB NO. P-05805E-07
DESIGNED 4/2023 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
700
. O 1
670
..1
M911
M
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
North
8�
Carolina
www.nc811.org�
� ,
�tz
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/'T,re tment Plants
GDOT Storm \4qter _ — — — �73-2569
NPDES
General Permit
Applies
DISTURBED AREA
OFF PAD =
2.11 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
K-
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Megasite City of Greensboro Wet Utilities Phase 2
MEGASITE FORCE MAIN #1
PLAN AND PROFILE
STA 75+00 TO STA 84+50
02C— 08
SHEET NO.
13OF20

LOCATION MAP
I 1 I " \
�l�
/ I I l
'A I I I I f l IIIII / I f r
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+ 0� RIM -�3 667.20 I 7 I I 1 I / / / / I 15257 T
W 24" IN (NW) IE fi68.46 660.6d I - 24 C-900 DR-18 PVC PIPE 1F 631.24
I I I I 8 24" OUT (SE) IE �60.36-660.52 MANHOLE MH 2 4 / 1 MH-2-5
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RIM = 656.53 655.87 N 777306.E / I /
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M1
K-
CONTRACT SHEET
14 of 20
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
Nori
'�Iinal�
1
www.nc811.org�
city
COG Water es0 ces ep . 73-2033
GDOT Traffi S a _ — — 73-2606
COG/Guilf rd Co. Telecom — 73-2084
COG Wat r upply - — — — — —
Tanks Tre tment Plants
GDOT St I ter�73-51155
73-2569
NPDES
General Permit
Applies
DISTURBED AREA
OFF PAD =
2.11 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
H)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
ROADWAY
SEWER
1 ZL 3 WATER
FINAL DESIGN SIDEWALK
CONTRACT ICONTRACTORI AS —BUILT 1 AUTH. DATE I WATER AND SEWER PERMITS
2022-0180
JOB NO. P-05805E-07
DESIGNED 4/2023 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Megasite City of Greensboro Wet Utilities Phase 2
MEGASITE FORCE MAIN #1
PLAN AND PROFILE
STA 84+50 TO STA 93+00
SHEET NO.
14OF20

LOCATION MAP
CONTRACT SHEET
15 of 20
623.44 MANHOLE MH 2-7
I _ l MH 2-7 STA 96+00
N 777146.8 \ 1 I M -68 623.43
E 181661 �' I " IN (NW) IE = 609.88608.79
UT (SW) IE=688.98 60886
sx,° o 9 J V
24' C 900 Dft-18 PVC P,41!5E \
SEE EROSION CONTROVSHEETS/
\
I 1 \ 05E-04 & 05E-05co
—
\� \ \
\ \ \ or'�' �\ \� V I
MANHOLE MH 6 t \ \� 9
\ /1
I \ / p \\\ STA 94+28 \\� \ \\ �XSO 60 - J\ \ W "+00 101+50 Ei
z
RIM =fr19 60 618.64 \\ \ \ \\ m
621.77 ( +5
/ \ 24 IN (W) IE = 5-609.9� 100+00
'1� l�
O \ 24" OUT (SE) IE=r609.98 -� \ \ MH 2-8 \ \D
\ \ \ 99 N 776898.0 3
E 1816454.1 — +
\ \ \ \ J i(q- 4 \ MANHOLE MH 2-8
k- \ \ \ _, ( \0 I ✓ \ STA 98+96
Ch'</iy RIM =621.76 621.76 / �
24" IN (NE) IE - 606.96 606,�D 85 - _ MANHOLE MH 2-9
\ �\ O �\ 24" OUT (S) IE = 666.86 6 f STA 101+92 v
93x0J RIM = fir. 60 614.81
24" IN (N) IE = 605.92 605.72
L J^-- ` \ -1 _ _ \ ✓ 24" OUT (SE) IE=665-82 605.71
e
630
620
met,
e
590
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
650
0
630
620
G'�iM
590
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
Northir,
Caro
linawV
wWM811.8rg
�tz
COG Water esa ces ep . 73-2033
GDOT Traffi Si a _ _ _ 73-2606
COG/Guilf rd Co. Telecom _ 73-2084
COG Wat r upply _----- 73-5855
Tank,/T�e tment Plants
GDOT Storm �er _ — — — ��73-2569
NPDES
General Permit
Applies
DISTURBED AREA
OFF PAD =
2.11 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.
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
1 2 3 WATER
FINAL DESIGN SIDEWALK
CONTRACT ICONTRACTORI AS —BUILT 1 AUTH. DATE I WATER AND SEWER PERMITS
2022-0180
JOB NO. P-05805E-07
DESIGNED 4/2023 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Megasite City of Greensboro Wet Utilities Phase 2
MEGASITE FORCE MAIN #1
PLAN AND PROFILE
STA 93+00 TO STA 102+00
101/
SHEET NO.
15OF20

LOCATION MAP
CONTRACT SHEET
16 of 20
\ \ MANHOLE MH 2-10
�� ^n I
\
15256 STA /
/ J[ Ir` k S 1 / / 619.57 RIM = 619.99MH I \_ /
I N 2-106.3 C 24" IN (NW) IE = 604.47 24" C- DR- 81PP �P
/ 24 00 OUT (S) IE = 604.37 _, _ � / r
E 1816861.5
20' TEMPO�hARY
x�0 )06+ 10 / -►y - / 15255 CONSTRUCT?MI�Ef�I� EASE
MH22 ,
612.76
�07+50 108+00 - / N 775994.4 /
E 1816812.1
108+50 10 ✓LF-pF
J / ( 10g+ �� ,� -�� SEE SHEEN
7.65 �O \✓
/ SEE -EROSION CONTROL SHEETS
05E 04 & 05E 05
x \
�y / BEGINNING PHASE V
I--,'/ ( \ \ / SANDY CREEK OUTFALL
--� / f / I I // �- STA 109+47
•� / ~ J j� \ ) - RIM = 611.40-
/- 24" IN (N) IE - 596.76 ti
MH-22 -
J STA58+10.33
E 1816811.47\\
MEGASITE PROPERTY BOUNDARY —
/ _, � \ \`\
15261
614.82
M H 2-9
650
L. 1
1
620
610
46011
109+47.3�X_-- PHASE V SANDY CREEK OUTFALL
PROJECT NUMBER: P05805E
_ 4--- _41 T
T T T T T T T
T T T T T T T T
T T T T T T T T T T
T�TTTTTTTTTTT
T \T T T T TAT T T T T T
n n m m a 4, m m m 4, m r
T T T T T
� T T T T T T T T T TIT T T
TTTTT TTTTT
T�TTTTTTTTTT
` TTTTT f
J \ �<
/I
\ °l
CM
O C)
� CD
N II II
2 W W_
2E qzt >
J + 0-,
0 CO O O Z
2—
J
i Q
II Z O
W LL
EXISTING GRADE, TYP
U N N
W Y LID
(� W II
Z U W
Z + � ^
Z}oZ�Z
Op—nZ
W ZQ
0°Q��
ROCK ELEVATION, TYP
422 LF 24" C-900 D -18 PVC PIPE @ 0.32%
333 L
24" C-900 DR-"'
29 LF 24" PIPE
PVC
PE @ 2.28%
a7
(M
M
LID
N
� O
00 �
O
00 O
O
ti ll')
00
M �
Uf
N O
ti
Lr) O
00
� O
O
U r
O
CO �
O
co O
CO �
a0
Ln
Cn
N
00 N
N N
00
—
00 Ln
Cn
O O
O
O
O
(0
-
r
N
O
O O
O co
(0 O
N
O O
N
(D CO
(D O
O O
O O
r
O O
r
O O
�
( O
(D O
(D O
O
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
North
Iina��
8�
awww.nc811.or9A
City
COG Water eso ces ep . 73-2033
GDOT Traffi Si a _ — —1.73-5855
73-2606
COG/Guilf rd Co. Telecom 73-2084
COG Wat r upply _ — — — —
Tanks Tre tment Plants
GDOT St rri ter _ — — — 173-2569
NPDES
General Permit
Applies
DISTURBED AREA
OFF PAD =
2.11 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.
1U2+5U 1U3+UU 1U3+5U 1U4+UU 1U4+5U 1U5+UU 1U5+5U
1U6+UU 1U6+5U 1U7+UU 1U/+5U 1U13+UU 1U13+5U 1U9+UU 1U9+5U
11U+UU 11U+bL
K-
HDR Engineering, Inc. REVISIONS
TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
JOB NO. P-05805E-07
CITY OF GREENSBOROof
02C-11
the Carolinas
NCBELSLicense No. F-0116
ROADWAY
DESIGNED 4 2023 BY HDR
WATER RESOURCES DEPARTMENT
S.te,NC 8202-ite5
Charlotte,
Charlotte, NC 28202-2075
SEWER 2022-0180
CONST. SURVEY BY
Megasite City of Greensboro Wet Utilities Phase 2
SHEET NO.
704.338.6700
1 ZL 3
WATER
CHECKED BY
MEGASITE FORCE MAIN #1
PLAN AND PROFILE
16 OF 20
FINAL DESIGN
SIDEWALK
SCALE: AS NOTED
STA 102+00 TO STA 109+06

NOTE: NO ENCASEMENT REQUIRED FOR
SPACE GREATER THAN 24" FOR SEWER LINES
)I LL
IT MI,'
:NCH
CON
_LER
PROPOSED PIPELINE OVER EXISTING PIPE
CONCRETE CRADLE DETAIL
NOT TO SCALE
SIZE OF
BEND
THRUST
REQUIRED
RODS
MAXIMUM SIZE
EACH STRAP
11-1/4
831 IDS.
2 EACH @ 1/2" DIA.
2"x1/2" THICK
22-1/2 °
1, 655 IDS.
2 EACH e 1/2" DIA.
2"x1/2" THICK
6„
45 °
3, 246 IDS.
2 EACH @ 1/2" DIA.
2"x1/2" THICK
90'
5998 IDS.
2 EACH @ 1/2" DIA.
2"x1/2" THICK
PLUG
4,241 Ibs.
2 EACH @ 1/2" DIA.
2"x1/2" THICK
11-1/4'
1,478 Ibs.
2 EACH @ 1/2" DIA.
2"x1/2" THICK
22-1/2'
2, 942 Ibs.
2 EACH @ 1/2" DIA.
2"x1/2" THICK
8
45'
5771 IDS.
2 EACH @ 5/8" DIA.
2"x1/2" THICK
go.
10, 663 Ibs.
2 EACH @ 3/4" DIA.
2"x1/2" THICK
PLUG
7540 Ibs.
2 EACH @ 3/4" DIA.
2"x1/2" THICK
11-1/4'
2,310 Ibs.
2 EACH @ 1/2" DIA.
2"xi/2" THICK
22-1/2'
4, 597 Ibs.
2 EACH @ 5/8" DIA.
2"x1/2" THICK
10"
45'
9, 017 Ibs.
2 EACH @ 3/4" DIA.
2"xi/2" THICK
90,
16,661 Ibs.
2 EACH @ 1 " DIA.
2"x1/2" THICK
PLUG
11,781 IDS.
2 EACH @ 7/8" DIA.
2"xi/2" THICK
11-1/4'
3, 326 IDS.
2 EACH @ 3/4" DIA.
2"x1/2" THICK
22-1/2 °
6, 619 Ibs.
2 EACH @ 3/4" DIA.
2"x1/2" THICK
12"
45'
12,984 Ibs.
2 EACH @ 7/8" DIA.
2"x1/2" THICK
90 '
23,992 IDS.
2 EACH @ 1 " DIA.
2 "x1/2" THICK
PLUG
16,965 lbs.
2 EACH @ 1 " DIA.
2"x1/2" THICK
11-1/4 °
5,912 Ibs.
2 EACH @ 7/8" DIA.
2"x1/2" THICK
22-1/2 °
11, 768 Ibs.
2 EACH @ 7/8" DIA.
2"x1/2" THICK
16"
45'
23,083 IDS.
2 EACH @ 1-1/8" DIA.
2"x5/8" THICK
90'
42, 652 IDS.
2 EACH @ 1-1/4" DIA.
2"x5/8" THICK
PLUG
30, 159 Ibs.
2 EACH @ 1-1/4" DIA.
2"x5/8" THICK
NOTES.'
STEEL RODS ARE CALCULATED ON THE BASIS OF NET THREADED SECTION USING MAXIMUM TENSILE
STRESS OF 20,000 PSI.
STRAPS ARE CALCULATED ON BASIS OF MAXIMUM SHEAR STRESS OF 13, 000 PSI.
ALL RODS AND STRAPS ARE TO BE HEAVILY COATED WITH AN APPROVED BITUMA5TIC COMPOUND.
C/ T Y O F G R E E N S B O R O
STANDARD FOR RODS AND STRAPS STD. NO. REV.
TO HOLD FITTINGS WHERE CONCRETE oB-02
REACTION BLOCKING CANNOT BE USED 12 09-°0
1
PROPOSED PIPELINE UNDER EXISTING PIPE
NOTES:
1.
CONCRETE SHALL BE
2500 P.S.I. MIN.
2.
REINFORCING BARS
SHALL BE DEFORMED
AND TIED TOGETHER.
3.
TRENCH BOTTOM
WIDTH IN VICINITY OF
THRUST BLOCK(S)
INSTALLATION SHALL IIXII
BE MINIMUM WIDTH.
4.
BACKFILL TAMPED IN
6" LAYERS.
5.
KEY THRUST COLLAR
INTO UNDISTURBED
SOIL ALONG SIDES
AND BOTTOM OF
TRENCH.
THRUST
COLLAR
IrvIf ID A to
C_
oQz
M
0 J 0'0 7 p gPti. Qopo
PF ,�V��
V� 0 PA SP p Gj 00 QP �P 00 �Q� �Q 0 tiGti� G o0 F
0ti �� Fp p. 2 0 ti0 P�,O, Fti 0P P OJyO Q0 ti Q
6"
11-1/4'
812
1 FT2
1
1
1
1
1
1
1
22-1/2'
1653
1 FT2
1
1
1
1
1
2
1
45'
3247
1 FT2
2
1
1
1
1
4
1
90'
5994
2 FT2
3
1
1
1
2
6
1
PL UG
4239
1 FT-'
2
1
1
1
1
4
1
B"
1444 1 FT2 1 1 1 1 1 2 1
2939 1 FT2 2 1 1 1 1 3 1
11-1/4°
22-1/2,
45°
5773
2 FT2
3
1
1
1
2 6
1
90°
10656
3 FT2
6
1
2
1
2
1
3 11
2
PL UG
7536
2 FT2
4 1
2
B
1
12"
11-1/4'
3248
1 FT2
2
1
1
1
1
3
1
22-1/2'
6612
2 FT2
4
1
1
1
2
7
1
45'
12988
3 FT2
7
1
2
2
3
13
2
90'
23976
6 FT2
12
2
3
3
6
24
3
PLUG
16956
4 FT2
9
1
2
2
4
17
2
16"
11-1/4'
5775
2 FT2
3
1
1
1
2
6
1
22-1/2'
11756
3 FT2
6
1
2
1
3
12
1
45'
23090
6 FT2
12
2
3
3
6
23
3
90'
42624
11 FT2
22
3
6
6
11
43
4
PLUG
30144
8 FT2
15
2
4
4
B
30
3
BASED ON TEST PRESSURE OF 150 PSI
NOTES.'
REACTION BEARING AREAS ARE IN SOUARE FEET MEASURED IN A VERTICAL PLANE IN THE TRENCH SIDE
AT AN ANGLE OF 90 ' TO THE THRUST VECTOR.
USE 5`90 ° BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY.
ClT Y OF GREENSBORO
STANDARD REACTION BEARING AREAS FOR STD. NO. REV.
HORIZONTAL WATER PIPE BENDS 105
firm
UNU15 I UKbtzU SUIL
Fm
11—I I-111-111—III
=1 11=1 11=1 11=1 11=
3" MIN. CLEAR.
REINFORCING REQUIREMENTS
REINFORCING BAR SCHEDULE
ill—'' I 11=1 11=1 11=1
MIN.I �LEA�. =III=III=
4
_ I -
4
4
4 4 4 4Ih
a
a
° 4
4
4
4
4
4
4
4
a 4
4 a
a
4
a
4 4
4
4 4 d a d a
a
a 4
44 a 4 4 a aa
4 4 4 4 4 a 4 44
4
1=1 11=1 11=1 11=1
"B"
FINISH PAVEMENT
WATER LINE
%CLASS B CONCRETE,
2500 PSI
I� I
�I
I :.• 07 Haas
SUFFICIENT BEARING
AREA TO SUPPORT
CONCRETE
ACTUAL AMOUNT TO BE
DETERMINED BY FIELD
I- ENGINEER, 2 CY*
BEARING AREA FROM TABLES
FOR HORIZONTAL BENDS
CUBIC YARDS OF CONCRETE TO ANCHOR VERTICAL BEND
PIPE DIA.
11-1/4 " ' BEND
22-1/2 " ' BEND
45 ' BEND
6"
B12 /
1/2 CY
1653 #
i/2 CY
3247 /
1.0 CY
8"
1444 /
1/2 CY
2939 /
3/4 CY
5773 if
1.5 CY
12"
3248 OF
1.0 CY
6612 /
1-3/4 CY
129880
3.5 CY
16"
5775 OF
1-1/2 CY
11756 /
3.0 CY
23090 0
6.0 CY
C/ T Y O F C R E E N S B O R O
Is
STD. NO. REV.
STANDARD VERTICAL BEND ANCHORS 11 08-02
03-03
•
BACKFILL TO EXTEND TO
J
J
UNDERSIDE OF SLAB OR
z U
BOTTOM OF BASE COURSE
U_ Q
FOR PAVEMENT
m
COMPACTED ABC/3" MINUS
STONE (AASHTO M-43) IN 4"
LAYERS
COMPOSITE SECTION
BACKFILL FOR
PIPING UNDER
PAV'T
BACKFILL FOR
PIPING IN OTHER
AREAS
J
J
FINISHED GRADE
EXCAVATED MATERIALS
SUITABLE FOR
COMPACTION BY
TESTING LABORATORY
LAID IN 8" LOOSE LIFTS
AND COMPACTED FOR
ENGINEERED FILL
J N 0°v�0°v�o Y SIDE OF TRENCH IF
z 1 r ° ° oo�° °�PC, U ADEQUATELY
o z Y �o oa°O m BRACED TO MEET
0 o U _ o° 0 SAFETY CODES AND
m z m CO ° oog U REGULATIONS
Q — z
I.D. PIPE
REBAR SIZE
"X"BAR LENGTH
"X" BAR WGHT.
"Y" BAR LENGTH
"Y" BAR WGHT.
NO. READ.
6"-36"
#5
2'-2"+O.D. PIPE
1.043 LBS./FT
1'-1"
1.1 LBS. EA.
X-24,Y-12
48"
#6
3'-0"+O.D. PIPE
1.502 LBS./FT
1'-3"
1.9 LBS. EA.
X-24,Y-12
REINFORCING BAR SCHEDULE
I.D. PIPE
"A"
"B"
"C" - 6"-1611, 20"-2411, 30"-3611, 48"
6"-36"
1'-4"
1'-7"
2" 3" 4"
48"
1'-8"
1'-9"
6"
THRUST COLLAR FOR PIPE
NOT TO SCALE
-1 IIIIII IIII I C,
W
m
PIPE
OD I I \
3" MIN 3" MIN
12" MAX 12" MAX
PIPE BEDDING AND BACKFILL
NOT TO SCALE
#57 OR #67 STONE
IN 4" LAYERS
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

R
RING 6 COVER
2g 7" ..a'. 24I.D. o �R
COG STD. Nd v
#206
-0" RING
✓DINT - - - - - - - - - - - - ASTM C-361 a.'
3
4 ' -0 " I. D. (#200) to
-5 oM^o R
oo W
Mco
5'-0" 1. D. (#201) R
.a
°
-p°
* BRICK
< O
I I I I n�m
°..
�4 0
5'-10" STD. #200
lu 6'-10" STD. #201
6'-0" PRECAST INVERT
SECTION A -A
`O SECTION B-B
NOTES.'
ON NEW INSTALLATION A MAX. OF
TWO GRADE RINGS SHALL BE USED.
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 W/ COG STD. #206.
MANHOLES
(MAX. PIPE 0. D.
MH DIA
45 ' DEFL
90 ' DEFL
4'
31-1/2"
25"
5'
42"
32"
6'
51"
38"
M PRECAST INVERT (OPTIONAL)
PLACE 12 " OF #57
STONE UNDER BASE
C/ T Y O F G R E E N S B O R O
S
STANDARD 4' I. D. 6 5' I. D. ECCENTRIC PRECAST STD. NO. REV.
98
CONCRETE SANITARY MANHOLE WITH EXPANDED BASE 200 05-93 03-OB-02
20 -tog
09-9.5
COVER =MIN WT = 125 LBS (4) 1,12 DRILL AND ASTM A48-CL35
g
FRAME = MIN WT = 100 LBS TAPPE17 BOLT HOLES AASHTO M306
0 5/8" LETTERING
\ RECESSED FLUSH
1" SPECIAL LETTERING
o
RECESSED FLUSH
6 0
R O, ti O
�580
A ��`� �? O 0� A
� n
Y
LIL Ir
O
(4) 1 " CORED HOLES 1
7
90 ' ON CENTER ti
1805
0 0
C N
(4) 1/2"-13 X 2" (1) 1 1/4"
VENT HOLE WITH
S. S. HEX. HEAD BOLTS 90 . CRETEX PL UG
WITH S. S. WASHERS
5/8" LETTERING
PLAN VIEW RECESSED FLUSH
2'5 "
1/8" 23 3/4"
FLAT GASKET 23 1/2 " 1" CORED
DETAIL 1/8' 1 •• HOLE (TYP.)
- 4 ,.
112 19 1/2"
e'1 '
3 3/8"
24 1/4"
m
31 .,
N
SECTION A -A
NOTES.'
N
ALL DIMENSIONS AND TOLERANCES ARE TO BE CONCENTRIC AND WILL SUPERSEDE
W
ANY ASTM STANDARDS WITH A MAXIMUM VARIATION t 1/16 ' ON ALL DIMENSIONS.
LL
MANHOLE RING TO BE ANCHORED WITH 11/2" REDHEAD STAINLESS STEEL ANCHORS
=
a
AND SEALED BETWEEN RING AND CONE WITH BITUMASTIC SEALER.
a
♦ MACHINED BEARING SURFACE
o
N
C/ T Y OF G R EEN S B O R O
STANDARD WA TER TIGHT MANHOLE
STD. N0.
REV.
205-B
MAR-97 DEC-05
MAR4
x
RING AND COVER
MAR-01
GENERAL NOTES:
I . RESTRAINED JOINT PIPE AND FITTINGS SHALL CON515T OF BOLTED RETAINER RINGS AND WELDED RETAINER
BARS OR 13OLTLE55 TYPE WHICH INCLUDE DUCTILE IRON LOCKING SEGMENTS AND RUBBER RETAINERS.
BOLTS FOR RESTRAINED JOINTS (IF APPLICABLE) SHALL CONFORM TO AN51 1318.2. RESTRAINED PIPE SHALL
BE C-900 DR-18 PVC PIPE.
CONCRETE PROPERTIES SHALL BE AS FOLLOWS:
CONCRETE COMPRESSIVE STRENGTH = 4000 P51
NOMINAL SLUMP = 4 INCHES
2. WATER/CEMENTITOU5 MATERIALS RATIO = 0.45 (MAX)
AIR CONTENT = G%' 1 .5%
CONCRETE SHALL BE COMPOSED OF CEMENT, WATER, COARSE AGGREGATES, FINE AGGREGATES AND AIR.
CEMENT SHALL BE TYPE 1/II OR II IN ACCORDANCE WITH A5TM C-150. MATERIAL REQUIREMENTS FOR ALL
FINE AND COARSE AGGREGATES SHALL CONFORM TO A5TM C-33. COARSE AGGREGATE SHALL BE SIZE No.
57 OR G7. AN APPROVED CLASS 'FFLYA5H MAY BE SUBSTITUTED FOR AN EQUAL AMOUNT OF CEMENT BY
WEIGHT UP TO 25%.
ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4"
CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO A5TM AG 15 GRADE GO AND SHALL BE PLACED IN
3. ACCORDANCE WITH "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS" (LATEST EDITION) AS
PUBLISHED BY THE CONCRETE REINFORCING INSTITUTE. SPLICES SHALL BE CLASS 5' CONFORMING TO THE
4. PROVISIONS OF ACI 318 -"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED, 100% VIRGIN NEOPRENE,
WITH DUROMETER HARDNESS = 50.
5. PILES SHALL BE STRUCTURAL STEEL HP 12x53 PILES AND SHALL CONFORM TO THE REQUIREMENTS OF A5TM
A3G. PILES SHALL BE DRIVEN TO DEPTHS REQUIRED TO OBTAIN AN ULTIMATE BEARING CAPACITY OF NOT
LE55 THAN TWO TIMES THE DESIGN LOADING OF 30 TONS. PILES SHALL PENETRATE A MINIMUM OF FIFTEEN
G. FEET INTO UNDISTURBED SOIL. IN DRIVING PILES, A METHOD APPROVED BY THE ENGINEER SHALL BE USED
WHEREBY THE HEAD OF THE PILE 15 NOT DAMAGED. IF REQUESTED BY THE ENGINEER, PILES SHALL BE
TESTED TO DETERMINE THE ULTIMATE CAPACITY OF THE PILES. THE METHOD OF LOAD TESTING SHALL
CONFORM TO A5TM D 1 143 AND THE NORTH CAROLINA STATE BUILDING CODE. WHERE PILES ARE EXPOSED,
PILES SHALL BE PAINTED AND/OP COATED IN ACCORDANCE WITH THE CITY SPECIFICATIONS.
AERIAL PIPE CROSSING GENERAL NOTES
NOT TO SCALE
7/B "
LOCKING
M\"
o
RINGS
\� STOP
O "
8 3/4 V/
O 1" O 1 1/4„
5/8" O 1/4„
Q
PLAN ti
h
SIDE ELEVA TION
1/B " COMPOSITE
1/4„
h ELEVA TION
h
COPOL YMER
-d - POL YPROPYLENE
•- - PLASTIC
.e•. a• a:
Q ' a • : a °' #3 DEFORMED
' = STEEL ROD
G a -
_d
a ;
a : d _a _ a•' - ... 4 STOP
DEPTH INTO
- CONCRETE SURFACE SECTION A -A
9
N
0
N
3 1/2 "
N
C/ T Y OF G R EENS B OR O
STD. N0.
REV.
STANDARD MANHOLE STEP FOR
206
w
PRECAST CONCRETE MANHOLE
PILE SUPPORTED PIER
SEE 2/02D-03 * 3/02D-03
AND NOTE 3
DIP CARRIER PIPE WITH
RESTRAINED JOINT FITTINGS
BETWEEN MANHOLES
(SEE NOTE 4)
CLA55 I
RIP -RAP SLOPE
PROTECTION, TYP
EXTEND RIP -RAP 2'-0'
PAST WATER LINE, TYP
L5TEEL CASING PIPE
� o
EDGE OF WATER
SEE 5/02D-03
18„ FOR SUPPORTS
PLACED IN STREAM
NOTES: TYP
I . RIP RAP FOR SLOPE PROTECTION SHALL BE CLA55 I RIP RAP IN
ACCORDANCE WITH SECTION 8G6 OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION'S "STANDARD
SPECIFICATIONS FOR ROAD5 AND BRIDGES"
RIP RAP SHALL BE PLACED IN ACCORDANCE WITH DRAWING
2' 6G8.01 OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION'S "ROADWAY STANDARD DRAWINGS"
SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY ENGINEER
BASED ON 5UBGRADE CONDITIONS AT SITE. SEE 1 /02D-03 FOR
3' 5UBGRADE PARAMETERS FOR EACH TYPE OF FOUNDATION.
MANHOLE, TYP
CONCRETE PIER
SEE I/02D-03
AND NOTE 3
4. WHERE DUCTILE IRON PIPE IS USED FOR CARRIER PIPE,
DUCTILE IRON CARRIER PIPE SHALL BE INSTALLED UTILIZING 2
PIPE ALIGNMENT GUIDES PER JOINT ONE FOURTH OF THE PIPE
JOINT LENGTH IN FROM BOTH THE BELL AND SPIGOT ENDS.
AERIAL PIPE CROSSING TYPICAL PLAN
NOT TO SCALE
VARIES
2' 0" G' 0" MAXIMUM PIPE SPAN
TYP MIN SEE ATTACHED TABLE
4'-0"
3/4" 5TAINLE55 STEEL CLA55 I
TYP ANc oR rsoLrs s RIP -RAP SLOPE
srRAPs PROTECTION, TYP
_I
� STEEL CASING PIPE
PILE SUPPORTED PIER _
SEE 2/02D-03 * 3/02D-03 --
AND NOTE 3 CREEK CHANNEL
OR FLOOD PLAIN
ALLOWABLE SPANS FOR STEEL CASING PIPE
CARRIER
PIPE, DIP
DIAMETER
(IN.)
CASING
PIPE, STEEL
DIAMETER
(IN.)
MINIMUM
CA51NG PIPE
WALL THICKNESS
(IN.)
ALLOWABLE
SPAN
(fT')
G
14
0.3750
40
8
I G
0.3750
45
10
18
0.3750
50
12
20
0.3750
50
14
24
0.3750
55
I G
2G
0.3750
55
16
30
0.3750
GO
20
32
0.3750
GO
24
3G
0.4375
G5
30
42
0.4375
G5
3G
48
0.500
G5
42
5G
0.5000
G5
3-0" MIN FROM
BOTTOM OF CREEK
OR FLOOD PLAIN
RN901
MANHOLE, TYP
3/4" 5TAINLE55 STEEL
ANCHOR 80LT5 4 STRAPS
-DIP CARRIER PIPE WITH
RESTRAINED JOINT FITTINGS
BETWEEN MANHOLES
- CONCRETE PIER
SEE 1 /02D-03
I . STEEL PIPE SHALL BE EITHER SPIRAL WELDED OR SMOOTH
WALL SEAMLESS WITH A MINIMUM YIELD STRENGTH OF 35,000
PSI. PAINTING AND LINING SHALL BE AS REQUIRED BY THE CITY
2. DUCTILE IRON PIPE SHALL BE SUPPORTED WITH TWO SPIDERS
AT EVERY JOINT WITHIN THE CA51NG PIPE USING APPROVED PIPE
ALIGNMENT GUIDE. SEE 5/02D-03. ALL JOINTS SHALL BE
RESTRAINED JOINT. SEE 4/02D-02.
3. SUPPORT TYPE FOR PIERS SHALL BE DETERMINED BY ENGINEER
BASED ON 5UBGRADE CONDITIONS AT SITE. SEE 3/02D-03 FOR
5UBGRADE PARAMETERS FOR EACH TYPE OF FOUNDATION. SEE
2/02D-02 FOR SUPPORTS PLACED WITHIN STREAM.
4. BOTTOM OF PIPE TO BE AT A MINIMUM OF I' ABOVE THE 25
YEAR FLOOD ELEVATION.
STEEL CASING PIPE ELEVATION
NOT TO SCALE
COVER = MIN WT 147 LBS
FRAME = MIN WT 220 LBS
2°
4
A
ASTM A48-CL35
AASHTO M306
5/8" LETTERING
RECESSED FLUSH
1" SPECIAL LETTERING
RECESSED FLUSH
n
-23 1/2"
:2:I CORED
9/16 " r 1 1/B " - HOL E (TYP)
1/4 J
1 7/8"
1/8"
20 1/2"
3/4"
DETAIL
m
(1) 1 1/4"
VENT HOLE
PLAN VIEW
5/8" LETTERING
RECESSED FLUSH
25 1/4"
23 3/4 " 3/4 "
23 1/2 "
25"
33"
SEC7ION A -A
1" CORED
HOLE (TYP)
NOTES:
ALL DIMENSIONS AND TOLERANCES ARE TO BE CONCENTRIC AND WILL SUPERSEDE
ANY ASTM STANDARDS WITH A MAXIMUM VARIATION t 1/16" ON ALL DIMENSIONS.
MANHOLE RING TO BE ANCHORED WITH 1/2" REDHEAD STAINLESS STEEL ANCHORS
AND SEALED BETWEEN RING AND CONE WITH BITUMASTIC SEALER.
♦ MACHINED BEARING SURFACE
9 C/ T Y OF G R E E N S B O R O
STD. NO. REV.
STANDARD MANHOLE RING AND COVER 205 12-05
06-13
MIN
EXISTING GRADE
STEEL CA51NG PIPE
PIPE ALIGNMENT GUIDE
LOCATED AT EACH JOINT,
5EE 5/02D-03
PIPE JOINT, TYP
NON -SHRINK
DIP CARRIER PIPE
GROUT PLUG,
STANDARD
HE 5/02D-03
MANHOLE
3/4" 5TAINLE55 STEEL
ANCHOR BOLTS S STRAPS
SECTION
EXISTING GRADE
-i STEEL CA51NG PIPE
I=,
I I-
RJ DIP CARRIER PIPE
STANDARD ,
MANHOLE PIPE SUPPORT,
3/4" 5TAINLE55 STEEL SEE 3/02D-03
ANCHOR 5OLT5 4 STRAPS
ELEVATION
TYPICAL PIPE SECTION & ELEVATION
NOT TO SCALE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, INC 28202-2075
704.338.6700

A 3 1/2" FLAT FACE
GOTHIC
IF
7 5/8 REQUIRED
1 3/4
6 7/8
® 1
rrT
c�
6
D
6 ��n� iN us
13
FLAT FACE
A � GUTHIC
TOP VIEW
1 3/4 �6 3/4�
10 3/4
SECTION A -A VIEW
OF VALVE BOX
SECTION VIEW OF
VALVE BOX COVER
NO TES:
1. VA VE BOX EXTENSION SHALL BE E/THER 6" DIA. SOIL PIPE OR SCH. 40 PVC PIPE.
2 EXTENSION TO BE ONE SOLID PIECE OF PIPE UNLESS BURIAL DEPTYH IS GREATER THAN
STANDARD LENGTH OF PIPE. A BELL OR COUPLING SHALL BE UTILIZED AT THE TOP OF
VALVE CONNECTION (SEE COG STD 09101)
J. LETTER HEIGHT 3-1/2-
4. COUNTERSINK LETTER 3/16"
5. TO BE USED IN PAVED OR NON -PA VED AREAS
6. ALL CASTINGS SHALL MEET THE REQUIREMENTS OF AASHTO Ill
7. DUE TO VARIATIONS IN CASTINGS OF DIFFERENT MANUFACTURERS DIMENSIONS SHALL BE
WITHIN REASONABLE TOLERANCES AS PRE -APPROVED BY GREENSBORO WATER RESOURCES
DEPARTMENT AND/OR FIELD INSPECTOR PRIOR TO INSTALLATION.
8. VALVE BOX MAY BE REQUIRED TO BE 'VADE IN U.S.A." IF FEDERAL FUNDS ARE INVOLVED
C/ T Y OF ORE ENS B O R O
STD. NO.f08-02
REV.
WATER VALVE BOX AND EXTENSION
1 0 2
3-93 03-12
12-12
9-10 -
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 FORCE MAINS LESS THAN 12" IN DIAMETER USE ROCKWELL SERVICE SADDLE 323, FORD,
MUELLER, OR EQUAL.
ALL PIPE TO BE MINIMUM 2" 315 STAINLESS STEEL ALLOY AND NIPPLES TO BE 2"
316 STAINLESS STEEL ALLOY.
MANHOLE INTERIOR SHALL RECEIVE TWO COATS OF SHERWIN WILLIAMS SHER—FLEX
OR APPROVED EQUAL WITH A TOTAL DRY FILM THICKNESS OF 80-125 MILS.
COG STD. #205 OR #205-A
RING 6 COVER
00
'-` 5'-0I.D. `
•=i g
MIN 18" .1 $ ALIGN AIR RELEASE
• SHUT OFF VALVEWITH .� Z
E OF
GFOR
'• MANHOLE
_-
EASY HJVEU
� O
I
2
CRISPIN UNIVERSAL BA
MODEL N0. US20B`=
(OR EQUAL) 2" AIR
RELEASE VAL VE W/_
1/8" ORIFICE. UNIT_
HAS SCREWED INLET _
W/ BACKFL USH.
NI-'
I
2 " WN
j
---. GA TE(T2"
315 STAINLESS
22„ STEEL ALLOY
OFFSET 2" CORP. STOP
SEWER FORCE MAIN CC THREAD X FIP
THREAD OUTLET
4 PLACE 12" OF 057 T.
' STONE UNDER BASE T
6'-10" STD. #201
SECTION THRU MA NHOL E
ClT Y OF G R E E N S B O R O
AIR RELIEF VALVE WITH ASSEMBLY
STD. NO.
REV.
211
03-03 03-22
0s-08
AND MANHOLE FOR SANITARY SEWER LINES
03-08
SEE NOTE 4
FOR BAR 512E
AND SPACING
E
/4"x3" 5TAINLE55 STEEL STRAP WITH
/4"x2 1/2" NEOPRENE PAD
ADHERED TO STRAP
(5EE NOTE 5)
I/4"xG" NEOPRENE PAD
ADHERED TO SADDLE
CA51NG
PE DIA.
"D" (IN.)
H"
(FT.)
THICKNESS
"A" (IN.)
PIER
WIDTH
"B" (FT.)
FOOTING
LENGTH
"C" (FT.)
FOOTING
WIDTH
"D" (FT.)
G
12
2'-4"
5'-G"
3'-0"
8
12
2'-4"
G'-3"
3'-0"
G- 2
10
12
2'-4"
G'-8"
3'-0'
12
12
2'-4"
7-2"
3'-0"
< G
12
3'-0"
8'-0"
3'-0"
14-20
8
12
3'-0"
9'-0"
3'-0"
10
12
3'-0"
9'- 10"
3'-C"
2
14
3'-0"
1O'-G"
3'-0"
< G
14
3'-8"
8'-9"
4'-0"
8
14
3'-8"
101_0"
4'-0"
22-26
0
14
3'-6"
11'-0"
4'-0"
2
14
3'-8"
I I' -loll
4'-0"
< G
18
4'-4"
9'-0"
4'-0"
8
18
4'-4"
0'-G"
4'-0"
30-3G
10
18
4'-4"
1 G"
4'-0"
12
18
4-4"
2'-4"
4'-0"
< G
18
R-4"
38-48
10
18
R-4'
2'-0"
5-0"
12
18
R-4"
1 2'-10''
5'-0"
5 1-56
5 G
18
G'-4"
91- l oll
5'-C"
8
18
G'_4"
11'-4"
5-0"
10
18
G'_4"
12'-4"
5'-0"
12
18
G'-4"
13-2'
5'-0"
CONCRETE PIER DETAIL
NOT TO SCALE
SNUG FIT
314" 0 5TAINLE55
STEEL ANCHOR
5OLT5, A5TM A307
OR A3G
BEE NOTE 4
FOR BAR SIZE
AND SPACING
I I
NOTE5: I C I
NOTES:
5HALLOW FOUNDATION DESIGN SHOWN ON THI5 DETAIL 15 BA5ED ON
THE FOLLOWING PARAMETERS:
ALLOWABLE SOIL BEARING CAPACITY = 2000 P5F
CONCRETE COMFRE551VE 5TPENGTH = 4000 P51
GRADE GO REINFORCING STEEL
MAXIMUM STREAM VELOCITY - 10 FT/5EC
MAXIMUM SUPPORT HEIGHT (H) = 1 2'-0'
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THE5E
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED BY THE
ENGINEER.
2. IF 50GRADE AT LOCATION OF SUPPORTS 15 DEEMED UNABLE TO
WITHSTAND 2000 P5F BEARING PRESSURE, A PILE SUPPORTED
FOUNDATION SHALL BE UTILIZED A5 PER 3/02D-03.
3. IF BEDROCK 15 ENCOUNTERED WHICH WILL PREVENT 3-FEET MINIMUM
COVER OVER FOOTING, DOWELS SHALL BE DRILLED INTO BEDROCK
PRIOR TO PLACING FOUNDATION. 5EE 4/02D-03.
4. TWELVE -INCH AND FOURTEEN -INCH THICK PIERS AND FOOTINGS SHALL
BE REINFORCED WITH #5 BARS AT 12 INCHES OC IN EACH DIRECTION
ON EACH FACE. EIGHTEEN -INCH WIDE FIER5 AND FOOTINGS SHALL BE
REINFORCED WITH #7 BAR5 AT 12 INCHES OC IN EACH DIRECTION ON
EACH FACE.
5. EIGHTEEN -INCH THICK FIER5 5hALL REQUIRE TWO STRAPS OVER THE
PIPE INSTEAD OF ONE (A5 SHOWN).
G. WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED WITHIN A
STREAM AND ARE NOT COVERED WITH BACKFILL, SEE G/02D-03
FOR MODIFICATIONS TO UPSTREAM FACE OF SUPPORT.
1/4"x3" 5TAINLE55 STEEL STRAP WITH
1/4"x2 112" NEOPRENE FAD
ADHERED TO STRAP
(5EE NOTE 4)
1/4"xG" NEOPRENE PAD
ADHERED To sADDLF D 3/4" o 5TAINLE55 T v RUBBER END SEAL WRAP FINISHED GRADE
STEEL ANCHOR BOLTS,
N 120° � ASTM A307 OR A3G
5EE NOTE 3
FOR BAR SIZE
AND SPACING
HP12x53 STEEL
FOR PILE SPLICE,
SEE G/C2D-C3
NOTES:
1. PILE SUPPORTED PIER FOUNDATION DE51GN SHOWN ON THI5
DETAIL 15 5A5ED ON THE FOLLOWING PARAMETERS:
MINIMUM CAPACITY OF HP 12x53 PILE = 30 TON5
CONCRETE COMPPE551VE STRENGTH = 4000 P51
GRADE GO REINFORCING STEEL
MAXIMUM STREAM VELOCITY = 10 7/5EC
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THE5E
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED BY
THE ENGINEER.
2. LENGTH OF PILES SHALL BE A5 REQUIRED TO DEVELOP 30 TON
CAPACITY BY EITHER END BEARING, FRICTION OR A
COMBINATION OF END BEARING AND FRICTION. A5 A MINIMUM,
PILES SHALL BE DRIVEN AT LEAST 15 FEET INTO UNDISTURBED
501 L.
3. TWELVE -INCH AND FOURTEEN -INCH WIDE FIER5 SHALL BE
REINFORCED WITH #5 BARS AT 12 INCHES OC IN EACH
DIRECTION ON EACH FACE. EIGHTEEN -INCH WIDE PIERS SHALL BE
REINFORCED WITH #7 BARB AT 12 INCHES OC IN EACH
DIRECTION ON EACH FACE. FOOTINGS SHALL BE REINFORCED
TYPICALLY TO FIER5.
4. EIGHTEEN -INCH WIDE PIERS SHALL REQUIRE TWO STRAPS OVER
THE PIPE INSTEAD OF ONE (A5 5HOWN).
5, WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED
WITHIN A STREAM AND ARE NOT COVERED WITH BACKFILL, SEE
G/02D-03 FOR MODIFICATIONS TO UPSTREAM FACE OF
SUPPORT,
3
IZE
NG
CA51NG
PIPE DIA.
"D" (IN.)
PIER
THICKNESS
"A" (IN.)
FOOTING
THICKNE55
B" (IN.)
PIER
WIDTH
"C" (FT.)
FOOTING
WIDTH
D" (FT.)
FOOTING
LENGTH
E" (FT.)
FILE
SPACING
Fl (FT.)
G- 12
12
20
2'-4"
3'-0"
0-0"
3'-0"
14-20
12
20
3'-0"
3'-0"
8'-0"
5'-0"
22-26
18
2G
3'-8"
4'-0"
8'-9"
5'-9"
30-3G
18
2G
4'-4"
38-46
18
2G
5'-4"
5'-0"
9'-G"
G'-G"
5 1-GO
18
2G
G'-4"
5'-0"
9'-1oll
G'- 10"
PILE PIER SUPPORTED DETAIL
NOT TO SCALE
NORMAL
THICKNES
5EE NOTE
CONCRET
LEVELING
BE PLACE
FOOTING
C9
cV
G" 1211 #7 BARS AROUND
COMPETENT
w
I-
0
z
w
SEE NOTE I
NOTES:
I . GEOMETRY OF FOOTING SHALL MATCH GEOMETRY OF
CONCRETE PIERS WITH HEIGHT OF G FEET OR LE55 A5 PER
1 /02D-03.
2. NON -SHRINK GROUT SHALL BE "EUCO-N-S" BY THE EUCLID
CHEMICAL COMPANY; "MASTERFLOW 713" BY MASTER
BULDERS, OR EQUAL.
CONCRETE PIER ON BEDROCK
NOT TO SCALE
STEEL CASING PIPE
PVC CARRIER PIPE
CARRIER PIPE
3/8" STEEL PLATE, TYP
3/811x4" STEEL
PLATE, TYP
5/8" 0 A325 BOLT
CASING PIPE
3/ I G V 4
1 " R ON ALL CORNERS
NOTE:
NON -SHRINK GROUT SHALL BE
"EUCO-N-5" BY THE EUCLID
CHEMICAL COMPANY; "MASTEPFLOW
713" BY MASTER BUILDERS,
OR EQUAL.
TYPICAL CASING PIPE WRAP
NOTE:
USE A MINIMUM OF 2 SPIDERS PER JOINT PLACED
I
ONE FOURTH OF THE PIPE JOINT LENGTH IN FROM
BOTH THE BELL AND SPIGOT,
PIPE ALIGNMENT GUIDE
CASING PIPE DETAILS
NOT TO SCALE
#3 STIRF
#3 STIRF
BELOW F
(BEYONL
HP 12x5:
STEEL PI
WIDTH OF PILE CAP
CA51NG PIPE
DIAMETER
(IN.)
TOTAL
WIDTH
"A" (FT.)
PILE
SPACING
"B" (FT.)
< 3G
G'-0"
3'-0"
36-42
G-G"
3'-G"
45-51
T-3"
4'-3"
54-GO
8'-0"
5'-0"
PILE CAP DETAIL
NOT TO SCALE
"'2-1 /4"x3" STRAPS WITI1
/411x2 112" NEOPRENE PAD
ADHERED TO STRAP —
1/4"xG" NEOPRENE
PAD ADHERED TO
SADDLE
*" 3/4"
ANCHOR BOLTS
ASTM A307
OR A3G
N
o ztim
m
53
3
'ILE
E SPLICE,
)2D-03
8"
120'
SNUG FIT
#3 STIRRUPS
@ G" TYP
4-#4, TYP
4-#4
4-#7
1 3 #3 CIRCULAR
HOOPS, TYP
B 8"
A
NOTES:
I . PILE SUPPORTED FOUNDATION DESIGN SHOWN ON THIS DETAIL IS
BASED UPON THE FOLLOWING PARAMETERS:
MINIMUM CAPACITY OF HP 12x53 PILE = 30 TONS
CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
GRADE GO REINFORCING STEEL
MAXIMUM STREAM VELOCITY = 10 FT/SEC
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE
PARAMETERS, FOUNDATION DESIGN SHALL BE REVIEWED BY THE
PROJECT ENGINEER.
2. LENGTH OF PILES SHALL BE A5 REQUIRED TO DEVELOP 30 TON
CAPACITY BY EITHER END BEARING, FRICTION OR A COMBINATION OF
END BEARING AND FRICTION. AS A MINIMUM, PILES SHALL BE DRIVEN
AT LEAST 15 FEET INTO UNDISTURBED SOIL.
'`3. ANCHOR BOLTS AND STRAPS SHALL BE STAINLESS STEEL.
DETAIL B
GO
LT�< DETAIL A
L�J 45°
COLUMN VERTICAL COLUMN HORIZONTAL OR
VERTICAL
o GO, + 10°
x o 0" TO 1 /8" _Oo
v� \
3 — T
)pi-
03/4"MAX 00O
DETAIL A DETAIL B o
POSITION OF COLUMN DURING WELDING
STEEL PILE SPLICE
B A/2
12"
UPSTREAM FACE
C ® ch
ADDITIONAL #4@ 1211
ADDITIONAL VERTICAL BAR,
SAME SIZE A5 OTHERS
PLAN - CONCRETE SUPPORT NOSING
(WHEN EXPOSED TO STREAM FLOW)
CONCRETE SUPPORT DETAILS
NOT TO SCALE
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700

1 I G11 Q1p
K 1 /2" S
ATE STRAI
TYP
1 1 /2"
�" O X 4"
NUTS (TY
1 /2" TF
X 4"X 1/ c I nr\.
(SHOE —BEND ENDS UP 1 /2")
CASING SECTION END ELEVATION
USE RACI° HDPE SPACERS, TYPE G. IN LIEU OF STEEL SPACERS
WHERE INDICATED ON DRAWINGS.
STEEL SPIDER DETAIL
NOT TO SCALE
STD WT STL PIPE
SLEEVE, GALV AFTER
FABRICATION
ANNULAR SEAL
PIPE THRU WALL
OR FLOOR
PIPE THRU
WALL OR FLOOR
d
AS RECOMMENDED '
BY ANNULAR SEAL d o v
MANUFACTURER
ANNULAR LINK -SEAL
PROVIDE SINGLE ROW
OF SEALS FOR PIPES
d o LESS THAN 16" DIA.
PROVIDE DOUBLE ROW
OF SEALS FOR PIPES 16"
DIA AND LARGER.
d WALL SLEEVE
d v
T/2
AS RECOMMENDED I
BY ANNULAR 1/4"x3" STEEL P L T
SEAL MFR SEEP RING '— 8"
INTERIOR, DRY T/2 BURIED, WET OR NOTE: TYPICAL PENETRATION OF BURIED DIP THROUGH
OR TOP SIDE T�$„ BOTTOM SIDE CONCRETE PRECAST STRUCTURE UNLESS OTHERWISE
►� INDICATED.
PENETRATION THROUGH PRECAST CONCRETE DETAIL
NOT TO SCALE
12'-0" MAXIMUM
BETWEEN SPACERS
CASING SPACERS SHALL BE
SPACED A MAXIMUM OF V-6"
FROM EACH SIDE OF JOINT
INSTALL THREE
CASING SPACERS
PER PIPE JOINT AS
REQUIRED TO MEET
MAXIMUM SPACING
V-6" (MAX:
6" (MIN)
1'-0"
PLUG
STEEL CASING
PIPE
CASING END PLUGS
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
GENERAL NOTES:
1. UNLESS OTHERWISE SPECIFIED, ALL HARDWARE
SHALL BE 316 STAINLESS STEEL OR BETTER.
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700