WQ0040884_MOD_Greensboro-Randolph_Megasite_FTSSE_Asbuilts_Phase_3_Record_Drawings_20240715

CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
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BID DATE:
ENGINEERING DIVISION
Contract Drawings For
City of Greensboro
Liberty Road Water
and Sewer Improvements
hase III
CARO
Civil
Greensboro Project No. P-06140A-05, P-0614OA-06
Greensboro Contract No. 2020-041 A
HDR Project No. 10220151
RECORD DOCUMENTS
Greensboro, North Carolina
December 2023
RECORD DRAWINGS
037518
:12/11/2023 c
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NEW \N
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THE ORIGINAL DOCUMENT, SIGNED AND SEALED
ON 12/11/2023 , 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: December 11, 2023
BY: MATTHEW W. WATT
I
GENERAL NOTES
ALL CONSTRUCTION SHALL CONFORM TO THE MOST CURRENT
CITY OF GREENSBORO STANDARDS AND SPECIFICATIONS, ALL
NCDEQ 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.
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 55
.:� . • .WIC8111
STANDARD TOPO SYMBOLS
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Existing Manhole 1/8" (labeled) ............................
0
Proposed Manhole 1/8.........................................
Telecommunications Manhole 1/8" (labeled) ..................
Exist. Curb Inlet 5/32"-5/64'. ...............................
Prop. Curb Inlet 5/32•'-5/64..................................
m
Telephone Booth 3/16"-5/16...................................
❑d
Exist. Telephone Or Power Pole 3/32..........................
Prop. Telephone Or Power Pole 3/32".........................
City Of Greensboro Signal Pole 3/32" (labeled) ..............
O ooG
Guy Wire 3/32"..............................................
v
Exist. Hydrant 3/32'.........................................
Aa
Prop. Hydrant 3/32...........................................
AK
Water Valve 3/32" (labeled) .................................
Traffic Engineering Signal Box 5/64..........................
❑ coG
Gas Valve 3/32...............................................
Grate or Drop Inlet (D.I.) 3/32"............................
Right Of Way Monument 3/32'..................................
0
Iron Pipe 3/64...............................................
0EIP
Meter 5/64...................................................
Electrical Outlet 5/64" (labeled) ...........................
b°AW•
Telecommunications Box Or Pedestal 5/64" (labeled).........
O
Exist. Precise Traverse Point 7/64" (labeled) ...............
�PTP
18" Or Less Tree 1/4" (labeled) .............................
so'
Over 20" Tree 5/16" (labeled) ...............................
20„
Shrub 5/32...................................................
Clean Out 1/i6"-i/32" (labeled) ............................
0C.0.
Light Pole 3/32" (labeled) ..................................
O L'GT
Wheelchair Ramp (City Of Greensboro Std. #418)..............
9
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) ......................
SurveyLine .................................................
SlopeLine ..................................................
-
Center Line .................................................
_
Exist. Storm Sewer (labeled) ................................
Prop. Storm Sewer (labeled) .................................
Gas Line (labeled) ..........................................
G
Transmission Line & Tower ...................................
E�-�
Underground Telecommunication Cable (labeled) ..............
T
Underground Power Line ......................................
P
Fence (labeled) .............................................
X
Railroad ....................................................
......+FH++.+Hi+
Bridge (Prop. Solid & Exist. Broken) ........................
Box Culvert (Prop. Solid & Exist. Broken) ...................
GuardRail ..................................................
Hedges Or Bushes (labeled) ..................................
WoodsLine ..................................................
Exist. House ................................................
F 1-Seo
2001
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
N.C.B.E.L.S. License Number F-0116

INDEX OF DRAWINGS
GENERAL PROJECT NOTES
GENERAL
1 OOG-00
COVER SHEET
2 OOG-01
ORIENTATION PLAN
3 OOG-02
DRAWING INDEX
4 OOG-03
PROJECT NOTES
5 OOG-04
ABBREVIATIONS AND GENERAL SYMBOLS
LIBERTY ROAD WATER AND SEWER IMPROVEMENTS PHASE
6
03C-01
A
"16" WATERLINE - LIBERTY ROAD - STA 0+00 TO STA 10+41 "
7
03C-01
B
"16" FORCE MAIN - LIBERTY ROAD - STA 500+00 TO STA 510+47"
8
03C-02A
"16" WATERLINE - LIBERTY ROAD - STA 10+41 TO STA 20+50"
9
03C-02B
"16" FORCE MAIN - LIBERTY ROAD - STA 541 +47 TO STA 520+58"
10
03C-03A
"16" WATERLINE - LIBERTY ROAD - STA 20+50 TO STA 31 +15"
11
03C-03B
"16" FORCE MAIN - LIBERTY ROAD - STA 520+58 TO STA 531 +22"
12
03C-04A
"16" WATERLINE - LIBERTY ROAD - STA 31 +15 TO STA 41 +06"
13
03C-04B
"16" FORCE MAIN - LIBERTY ROAD - STA 531 +22 TO STA 541 +13"
14
03C-05A
"16" WATERLINE - LIBERTY ROAD - STA 41 +06 TO STA 51 +16"
15
03C-05B
"16" FORCE MAIN - LIBERTY ROAD - STA 541 +13 TO STA 551 +22"
16
03C-06A
"16" WATERLINE - LIBERTY ROAD AT OLD JULIAN ROAD/NC 62 - STA 51 +16 TO STA 62+60"
17
03C-06B
"16" FORCE MAIN - LIBERTY ROAD AT OLD JULIAN ROAD/NC 62 - STA 551 +22 TO STA 561 +1 1 "
18
03C-07A
"16" WATERLINE - LIBERTY ROAD - STA 62+60 TO STA 72+64"
19
03C-07B
"16" FORCE MAIN - LIBERTY ROAD - STA 561 +1 1 TO STA 571 +15"
20
03C-08A
"16" WATERLINE - LIBERTY ROAD - STA 72+64 TO STA 82+62"
21
03C-08B
"16" FORCE MAIN - LIBERTY ROAD - STA 571 +15 TO STA 581 +1 1 "
22
03C-09A
"16" WATERLINE - OLD 421 ROAD - STA 82+62 TO STA 92+72"
23
03C-09B
"16" FORCE MAIN - OLD 421 ROAD - STA 581 +1 1 TO STA 591 +22"
24
03C-10A
"16" WATERLINE - OLD 421 ROAD AT FLINCHUM AVENUE - STA 92+72 TO STA 102+67"
25
03C-10B
"16" FORCE MAIN - OLD 421 ROAD AT FLINCHUM AVENUE - STA 591+22 TO STA 601+17"
26
03C-11A
"16" WATERLINE - OLD 421 ROAD AT SKYLINE DRIVE/FOLGER ROAD - STA 102+67 TO STA 110+86"
27
03C-1
1 B
"16" FORCE MAIN - OLD 421 ROAD AT SKYLINE DRIVE/FOLGER ROAD - STA 601 +17 TO STA 609+29"
28
03C-12A
"16" WATERLINE - OLD 421 ROAD AT JULIAN AIRPORT ROAD AND BULB ROAD - STA 110+86 TO STA 121+00"
29
03C-12B
"16" FORCE MAIN - OLD 421 WATER AT JULIAN AIRPORT ROAD AND BULB ROAD - STA 251+50 TO STA 256+55"
30
03C-13A
"16" WATERLINE - OLD 421 ROAD - STA 121 +00 TO STA 131 +00"
31
03C-14A
"16" WATERLINE - OLD 421 ROAD - STA 131 +00 TO STA 141 +00"
32
03C-15A
"16" WATERLINE - OLD 421 ROAD AT BOBBY JEAN ROAD - STA 141 +00 TO STA 151 +00"
33
03C-16A
"16" WATERLINE - OLD 421 ROAD AT BROWNS MEADOW ROAD - STA 161+00 TO STA 162+50"
EROSION
CONTROL
34
03E-01
LIBERTY ROAD AT BORA ROAD - WATERLINE STA 0+00 TO STA 21 +00", FORCE MAIN STA 500+00 TO STA 521 +00"
35
03E-02
LIBERTY ROAD - WATERLINE STA 21 +00 TO 41 +00", FORCE MAIN STA 521 +00 TO STA 541 +00"
36
03E-03
LIBERTY ROAD AT OLD JULIAN ROAD - WATERLINE STA 41 +00 TO STA 62+50", FORCE MAIN STA 541 +00 TO STA 561 +00"
37
03E-04
OLD 421 ROAD AT COLONIAL TRADING PATH - WATERLINE STA 62+50 TO STA 82+50", FORCE MAIN STA 561 +00 TO STA 581 +00"
38
03E-05
OLD 421 ROAD - WATERLINE STA 82+50 TO STA 102+50", FORCE MAIN STA 581 +00 TO STA 601 +00"
39
03E-06
OLD 421 ROAD AT JULIAN AIRPORT ROAD - WATERLINE STA 102+50 TO STA 123+00", FORCE MAIN STA 601 +00 TO STA 256+20"
40
03E-07
OLD 421 ROAD AT SHELLFORD DRIVE - WATERLINE STA 122+60 TO STA 142+70"
41
03E-08
OLD 421 ROAD - WATERLINE STA 142+70 TO STA 162+70"
42
03E-09
JULIAN AIRPORT ROAD AT OLD 421 ROAD - FORCE MAIN STA 259+60 TO STA 270+10" - FOR FUTURE CONSTRUCTION
43
03E-10
JULIAN AIRPORT ROADAT WOODVERY DR - FORCE MAIN STA 270+10 TO STA 290+10" - FOR FUTURE CONSTRUCTION
44
03E-11
JULIAN AIRPORT ROAD - FORCE MAIN STA 290+10 TO STA 293+00" - FOR FUTURE CONSTRUCTION
DETAILS
45
03D-01
STANDARD EROSION CONTROL DETAILS
46
03D-02
STANDARD EROSION CONTROL DETAILS
47
03D-03
STANDARD EROSION CONTROL DETAILS
48
03D-04
EROSION CONTROL AND SEEDING SPECIFICATION
49
03D-05
NCDEQ NOTES
50
03D-06
NCDEQ NOTES
51
03D-07
STANDARD CIVIL DETAILS
52
03D-08
STANDARD CIVIL DETAILS
53
03D-09
STANDARD CIVIL DETAILS
54
03D-10
STANDARD CIVIL DETAILS
55
03D-11
TRAFFIC CONTROL DETAILS
1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED WITH THE WORK UNDER THIS
PROJECT AND FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL HEALTH AND SAFETY LAWS, CODES,
REGULATIONS, AND ORDINANCES INCLUDING BUT NOT LIMITED TO THOSE CURRENTLY MANDATED BY THE
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).
2. CONTRACTOR SHALL USE ADEQUATE SHORING METHODS TO ENSURE:
A. COMPLIANCE WITH OSHA REGULATIONS.
B. PROTECTION OF EXISTING PAVEMENT AND ROAD SHOULDERS.
C. CONSTRUCTION ACTIVITIES ARE CONFINED TO RIGHTS -OF -WAY OR EASEMENTS AS INDICATED.
3. CONTRACTOR SHALL INSTALL WATER LINES AND SEWER FORCE MAIN AS INDICATED ON PLANS AND SHALL
NOT DISTURB ANY AREA OUTSIDE THE EASEMENT LIMITS SHOWN ON THE PLANS.
4. CONTRACTOR IS RESPONSIBLE FOR REPAIR/REPLACEMENT OF ALL MAINTAINED PAVEMENT DAMAGED BY
CONSTRUCTION ACTIVITIES TO SATISFACTION OF NCDOT, GUILFORD COUNTY, RANDOLPH COUNTY AND THE
CITY OF GREENSBORO. NO SEPARATE PAYMENT SHALL BE MADE FOR PAVEMENT REPAIR EXCEPT AS NOTED
ON PLANS.
5. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO:
FENCING, MAILBOXES, ROAD SIGNS, BUSINESS SIGNS, UTILITY PEDESTALS, RETAINING WALLS, STAIRS, AND
DRIVEWAY DRAINAGE PIPES DISTURBED DUE TO CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL LOCATION
AND CONDITION UNLESS OTHERWISE NOTED ON PLANS. RESTORATION OF THESE FEATURES SHALL BE AT
NO ADDITIONAL COST.
6. LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE NOT INTENDED TO BE EXACT OR
COMPLETE. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES AND FIELD VERIFY THE
LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION. LOCATE WELL AHEAD OF PIPE LAYING
OPERATIONS TO ALLOW FOR ADJUSTMENT. NO SEPARATE PAYMENT WILL BE MADE FOR FIELD VERIFICATION
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
CONSTRUCTION -RELATED ACTIVITIES TO EXISTING UTILITY LINES.
7. IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, OR OTHER FACILITIES, CONTRACTOR SHALL STOP WORK
IMMEDIATELY, TAKE NECESSARY PRECAUTIONS TO PREVENT INJURY OR FURTHER DAMAGE, AND NOTIFY
PROPER AUTHORITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING/REPAIRING ALL EXISTING
STRUCTURES, CONDUITS, OR OTHER UTILITIES DAMAGED BY CONTRACTOR'S OPERATIONS AT NO COST TO
OWNER.
8. THE CONTRACTOR SHALL RECONSTRUCT ALL ROAD SHOULDERS, DRAINAGE DITCHES AND SWALES DISTURBED
BY CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL GRADE AND LOCATION.
9. TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH NCDOT SPECIFICATIONS AND REQUIREMENTS.
10. ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL BE ADEQUATELY PROTECTED BY
BARRICADES, LIGHTS OR OTHER PROTECTIVE DEVICES.
11. REMOVAL OF EXCAVATED MATERIALS AND DAILY CLEANUP OPERATIONS SHALL BE PERFORMED IN
COMPLIANCE WITH THE SPECIFICATIONS AND TO THE SATISFACTION OF THE OWNER/ENGINEER, AND/OR
NCDOT.
12. ALL ROCKS, BRUSH, TIMBER, AND OTHER DEBRIS THAT IS CLEARED FROM THE RIGHTS -OF -WAY SHALL BE
REMOVED FROM THE PREMISES AND SHALL NOT BE BURIED WITHIN THE RIGHT-OF-WAY OR PLACED ON
ADJOINING LANDS, EXCEPT WHERE ARRANGEMENTS FOR SUCH PLACEMENT OR DISPOSAL ARE MADE WITH
THE APPROPRIATE PROPERTY OWNERS.
13. ALL TREE PROTECTION AND EROSION AND SEDIMENTATION CONTROLS SHALL BE IMPLEMENTED BEFORE
CONSTRUCTION COMMENCES AND SHALL NOT BE REMOVED UNTIL RE -VEGETATION HAS BEEN ESTABLISHED.
14. ANY AGREEMENT BETWEEN THE CONTRACTOR AND PROPERTY OWNERS SHALL BE MADE IN WRITING AND
COPIED TO THE OWNER.
15. 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
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
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]).
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.
16. SEE DETAIL SHEETS FOR STANDARD EROSION CONTROL NOTES.
17. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING.
18. NOT ALL TREES OR VEGETATION ARE SHOWN ON DRAWINGS. NO EXTRA PAYMENT WILL BE GIVEN FOR
REMOVING TREES NOT SHOWN. REMOVE ALL TREES WITHIN EASEMENT LIMITS. VEGETATION OUTSIDE
EASEMENT LIMITS IS NOT TO BE DISTURBED.
19. REPLACE ANY DRIVEWAY PIPES DISTURBED DURING CONSTRUCTION WITH MINIMUM 15" RCP. IF EXISTING
LARGER THAN 15", MATCH EXISTING.
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
dPj:liM •4'-4'i13aR0iS1:iA711.ifG

CONSTRUCTION SEQUENCE EROSION CONTROL NOTES AND SEQUENCES EROSION CONTROL NOTES AND SEQUENCES
1. OBTAIN AND MAINTAIN ON SITE THE LAND DISTURBING PERMIT FROM NCDEQ.
2. NOTIFY THE NCDEQ AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.
3. HOLD PRE -CONSTRUCTION MEETING.
4. ALL POTENTIALLY AFFECTED PROPERTY OWNERS MUST BE NOTIFIED PRIOR TO UTILITY
CONSTRUCTION EVEN THOUGH THE ACTIVITY IS COVERED UNDER AN EASEMENT.
[G.S.1 13A-54.1 (Al)]
5. INSTALL CONSTRUCTION ENTRANCES TO EDGE OF PAVEMENT OR GRAVEL.
6. INSTALL ALL EROSION & SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLANS
PRIOR TO ANY SITE DISTURBANCE ACTIVITIES (CLEARING, GRUBBING, GRADING, OR
EXCAVATION).
7. ALL CLEARING AND GRUBBING ARE TO STAY WITHIN LIMITS AS SHOWN ON THE PLANS.
8. AS NOTED ON THE PLANS, NO WORK SHALL BE DONE IN AREAS OF WETLANDS AND
STREAMS UNTIL THE 401 /404 PERMITS ARE OBTAINED.
9. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A
SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE
MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY
ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION
OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR
DIVISION OF WATER RESOURCES RULES AND REGULATIONS. [15A NCAC 4B .0110]
10. IN WORK ZONE AREAS:
10.1. INSTALL SILT FENCE AND DOWNSTREAM EROSION CONTROL MEASURES. ENSURE THAT
PRIOR WORK AREA IS CLOSED, SEEDED AND MATTED (IF CALLED OUT ON THE
PLANS).
10.2. CONTRACTOR SHALL ESTABLISH CLEAN WATER DIVERSION SWALES AS DETAILED
UPSLOPE OF TRENCH LOCATION WHERE ROOM EXISTS BETWEEN LOD AND PROPOSED
WATERLINE.
10.3. CONTRACTOR SHALL NOT OPEN UP ANY MORE TRENCH THAN CAN BE CLOSED AT
THE END OF THE DAY.
10.4. SET EXCAVATED MATERIAL ON THE HIGH SIDE OF THE TRENCH SO THAT TRENCH
WILL ACT AS A BASIN SHOULD THERE BE A POP-UP STORM.
10.5. WORK WITH DRIVEWAYS, EXISTING CULVERTS, ETC. TO REVIEW IN THE FIELD
LOCATIONS WHERE SEDIMENT LADEN RUN-OFF MAY ESCAPE. PROVIDE EXTRA
MEASURES AS NECESSARY TO MAINTAIN A SEDIMENT SECURE SITE.
10.6. APPLY STABILIZATION MEASURES AS SOON AS PIPE IS SET AND TRENCH BACKFILLED
AND COMPACTED.
10.7. IT IS RECOMMENDED THAT, GIVEN MOST LOCATIONS ARE WITHIN OR NEAR ROADSIDE
DITCHES THAT SEEDING OCCUR WITHIN 7 DAYS OF OPENING DISTURBED AREAS.
10.8. WORK WITH THE NCDEQ INSPECTOR ON THE USE OF WATTLES VERSUS ROCK CHECK
DAMS AT VARIOUS LOCATIONS.
11. THE
CITY OF GREENSBORO HAS STIPULATED THE FOLLOWING
WATER
PIPE TESTING
METHOD:
11.1.
CONTRACTOR WILL FILL THE WATER LINE AND PRESSURE
TEST.
11.2.
AFTER SATISFACTORY TEST THE CONTRACTOR WILL THEN
PUMP
WATER INTO THE
FORCE MAIN RUNNING PARALLEL TO THE WATER.
11.3.
CONTRACTOR WILL THEN DO A PRESSURE TEST OF THE
FORCE
MAIN AND WHEN
SATISFACTORY WILL RELEASE WATER INTO GRAVITY SYSTEM.
11.4.
CONTRACTOR WILL ALSO UTILIZE THE BLOW OFF VALVES
ALONG
THE ROUTE TO
DISCHARGE WATER AND WILL AFFIX DUCKBILLED CHECK VALVES
TO REDUCE
DISCHARGE TO A NON -EROSIVE VELOCITY.
11.5.
THIS MUST BE COMPLETED PRIOR TO THE REMOVAL OF
ANY EROSION CONTROL
MEASURES.
12. INSPECT ALL EROSION CONTROL DEVICES AT WEEKLY INTERVALS AND AFTER EVERY
RAINFALL EVENT EXCEEDING 1.0 INCH TO VERIFY THAT THEY ARE FUNCTIONING
PROPERLY. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED AND PLACED IN A
DESIGNATED SPOIL DISPOSAL AREA APPROVED BY THE INSPECTOR. CONDUCT PERIODIC
INSPECTIONS OF ALL EROSION AND SEDIMENTATION CONTROLS AND MAKE ANY REPAIRS
OR MODIFICATIONS NECESSARY TO ASSURE CONTINUED EFFECTIVE OPERATION OF EACH
DEVICE.
13. BORE LOCATIONS: CLEAR UTILITY MAIN EASEMENTS AND GRUB AREAS FOR BORE PITS,
HAUL ALL DEBRIS FROM CLEARING ACTIVITIES TO AN APPROVED OFF -SITE WASTE
HANDLING FACILITY.
14. THERE ARE AREAS WITHIN THE PROJECT WHERE THERE ARE LARGE DRAINAGE AREAS
FLOWING THROUGH THE SITE WITH LIMITED ABILITY TO DIVERT THOSE FLOWS AROUND
THE WORK ZONE. THESE AREAS ARE NOTED IN THE PLANS AS "SENSITIVE AREAS" AND
THERE RE SPECIFIC CONSTRUCTION SEQUENCES FOR THESE AREAS.
15. IN AREAS BOTH SENSITIVE AND NON-SENSITVE FOLLOW THE CHART ON THIS SHEET FOR
ESTABLISHING CHANNEL MATTING.
16. THERE ARE VARIOUS CULVERTS CROSSING THE STATE HIGHWAYS CARRYING LARGE
DRAINAGE AREAS THAT EMPTY WITHIN OR JUST BEYOND THE LIMITS OF DISTURBANCE.
CONTRACTOR IS TO MAINTAIN THESE AREAS CLEAN WATER DIVERSIONS AND WORK
WITHIN THESE CROSSING AREAS DURING FORECASTED DAYS OF DRY WEATHER. THERE IS
A SPECIFIC CONSTRUCTION SEQUENCE ON THIS SHEET.
17. AFTER STABILIZATION IS ESTABLISHED, THE CONTRACTOR SHALL WORK WITH NCDEQ TO
OBTAIN APPROVAL FOR REMOVING EROSION CONTROL BMPSs.
SENSITIVE AREA CONSTRUCTION SEQUENCE (WATERLINE STA 0+00 TO 5+50). (FORCE MAIN STA 505+50 TO 505+50):
1.
CONSTRUCTION IN THIS AREA SHALL BE PERFORMED DURING PERIODS OF DRY WEATHER.
2.
INSTALL ALL EROSION CONTROL MEASURES SHOWN ON THIS PLAN PRIOR TO ANY LAND DISTURBANCE ACTIVITIES.
3.
BEGIN CONSTRUCTION AT THE LOW POINT FOR THIS DRAINAGE AREA LOCATED AT WATERLINE STA 0+00. PROGRESS CONSTRUCTION
TO WATERLINE STA 1 +50 IN CONTINUOUS MANNER.
4.
ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 0+00
AND 1 +50,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
5.
BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTION OF THIS DRAINAGE AREA FROM WATERLINE STA 1 +50
TO 5+50.
PROGRESS CONSTRUCTION IN THIS AREA IN A CONTINUOUS MANNER.
6.
ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 1 +50
TO 5+50,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
7.
DISTURBED AREA STABILIZATION SHALL INCLUDE THE INSTALLATION OF EROSION CONTROL MATTING (NAG S150, S1506N,
OR
APPROVED EQUAL) IN ALL DITCH LINES AND ON ALL SLOPES STEEPER THAN 3'H TO 1'V. ALL OTHER DISTURBED AREAS
SHALL BE
STABILIZED WITH SEED AND MULCH.
SENSITIVE AREA CONSTRUCTION SEQUENCE (WATERLINE STA 5+50 TO 1 1 +90).(FORCE MAIN STA 505+50 TO 51 1 +90i:
CONCENTRATED FLOW CROSSING CONSTRUCTION SEQUENCE:
1) INSTALL EROSION CONTROL MEASURES TO THE LEFT AND RIGHT OF DITCH CROSSING.
2) CONTRACTOR TO WATCH WEATHER FOR STRETCH OF A MINIMUM 4 DRY DAYS.
3) CONTRACTOR TO ENSURE THAT ALL ESC MEASURES ARE AVAILABLE AT THE SITE FOR
INSTALLATION.
4) OPEN -CUT AND INSTALL CROSSING IN ONE DAY ENSURING THAT STABILIZATION IS IN
PLACE INCLUDING RIP -RAP APRON AT END OF DAY.
DA (ac)
Matting
0-1
Seed and Straw
1-3
S150BN
3-7
C35C
>7
P300 with reinforced vegetation
Assumptions: Slopes less than or equal to 3%
Swales seeded and mulched where no matting required
SENSITIVE AREA CONSTRUCTION SEQUENCE (WATERLINE STA 96+60 TO 99+00).(FORCE MAIN STA 595+10 TO 597+40).
1.
CONSTRUCTION IN THIS AREA SHALL BE PERFORMED DURING PERIODS OF DRY
WEATHER.
2.
INSTALL ALL EROSION CONTROL MEASURES SHOWN ON THIS PLAN PRIOR TO
ANY LAND DISTURBANCE ACTIVITIES.
1.
CONSTRUCTION IN THIS AREA SHALL BE PERFORMED DURING PERIODS OF DRY WEATHER.
3.
BEGIN CONSTRUCTION AT THE LOW POINT FOR THIS DRAINAGE AREA LOCATED
AT WATERLINE STA 5+50. PROGRESS CONSTRUCTION
2,
INSTALL ALL EROSION CONTROL MEASURES SHOWN ON THIS PLAN PRIOR TO ANY LAND DISTURBANCE ACTIVITIES.
TO STA 6+70 IN CONTINUOUS MANNER.
3.
BEGIN CONSTRUCTION AT THE LOW POINT FOR THIS DRAINAGE AREA LOCATED AT WATERLINE STA 96+60. PROGRESS CONSTRUCTION
4.
ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE
INSTALLED BETWEEN WATERLINE STA 5+50
AND 6+70,
TO STA 97+70 IN CONTINUOUS MANNER.
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO
ANY OTHER AREA OF THE PROJECT.
4.
ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 96+60 AND 97+70,
5.
BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTION OF THIS DRAINAGE AREA FROM WATERLINE STA 6+70
TO 8+00.
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
PROGRESS CONSTRUCTION IN THIS AREA IN A CONTINUOUS MANNER.
5.
BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTION OF THIS DRAINAGE AREA FROM WATERLINE STA 97+70 TO 99+00.
6.
ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE
INSTALLED BETWEEN WATERLINE STA 6+70
TO 8+00,
PROGRESS CONSTRUCTION IN THIS AREA IN A CONTINUOUS MANNER.
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO
ANY OTHER AREA OF THE PROJECT.
6.
ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 97+70 TO 99+00,
7.
BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTION OF THIS DRAINAGE AREA FROM WATERLINE STA 8+00
TO 1 1 +90.
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
PROGRESS CONSTRUCTION IN THIS AREA IN A CONTINUOUS MANNER.
7.
DISTURBED AREA STABILIZATION SHALL INCLUDE THE INSTALLATION OF EROSION CONTROL MATTING (NAG S150, S150BN, OR APPROVED
8.
ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE
INSTALLED BETWEEN WATERLINE STA 8+00
TO 1 1 +90,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO
ANY OTHER AREA OF THE PROJECT.
EQUAL VV. ALL OTHER DISTURBED AREAS SHALL BE STABILIZED
) IN ALL DITCH LINES AND ON ALL SLOPES STEEPER THAN 3'H TO
9.
DISTURBED AREA STABILIZATION SHALL INCLUDE THE INSTALLATION OF EROSION
CONTROL MATTING (NAG S150, S1506N,
OR
WITH SEED AND MULCH.
APPROVED EQUAL) IN ALL DITCH LINES AND ON ALL SLOPES STEEPER THAN
3'H TO 1'V. ALL OTHER DISTURBED AREAS
SHALL BE
STABILIZED WITH SEED AND MULCH.
SENSITIVE AREA CONSTRUCTION SEQUENCE (WATERLINE STA 19+50 TO 27+30), (FORCE MAIN STA 519+50 TO 527+40)-
1. CONSTRUCTION IN THIS AREA SHALL BE PERFORMED DURING PERIODS OF DRY WEATHER.
2. INSTALL ALL EROSION CONTROL MEASURES SHOWN ON THIS PLAN PRIOR TO ANY LAND DISTURBANCE ACTIVITIES.
3. BEGIN CONSTRUCTION AT THE LOW POINT FOR THIS DRAINAGE AREA LOCATED AT WATERLINE STA 19+50. PROGRESS CONSTRUCTION
TO STA 23+70 IN CONTINUOUS MANNER.
4. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 19+50 AND 23+70,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
5. BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTION OF THIS DRAINAGE AREA FROM WATERLINE STA 23+70 TO 25+50.
PROGRESS CONSTRUCTION IN THIS AREA IN A CONTINUOUS MANNER.
6. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 23+70 TO 25+50,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
7. BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTION OF THIS DRAINAGE AREA FROM WATERLINE STA 25+50 TO 27+30.
PROGRESS CONSTRUCTION IN THIS AREA IN A CONTINUOUS MANNER.
8. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 25+50 TO 27+30,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
9. DISTURBED AREA STABILIZATION SHALL INCLUDE THE INSTALLATION OF EROSION CONTROL MATTING (NAG S150, S150BN, OR APPROVED
EQUAL) IN ALL DITCH LINES AND ON ALL SLOPES STEEPER THAN 3'H TO 1'V. ALL OTHER DISTURBED AREAS SHALL BE STABILIZED
WITH SEED AND MULCH.
SENSITIVE AREA CONSTRUCTION SEQUENCE (WATERLINE STA 35+10 TO 40+50), (FORCE MAIN STA 535+20 TO 540+60
1. CONSTRUCTION IN THIS AREA SHALL BE PERFORMED DURING PERIODS OF DRY WEATHER.
2. INSTALL ALL EROSION CONTROL MEASURES SHOWN ON THIS PLAN PRIOR TO ANY LAND DISTURBANCE ACTIVITIES.
3. BEGIN CONSTRUCTION AT THE LOW POINT FOR THIS DRAINAGE AREA LOCATED AT WATERLINE STA 35+10. PROGRESS CONSTRUCTION
TO STA 38+50 IN CONTINUOUS MANNER.
4. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 35+10 AND 38+50,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
5. BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTION OF THIS DRAINAGE AREA FROM WATERLINE STA 38+50 TO 40+50.
PROGRESS CONSTRUCTION IN THIS AREA IN A CONTINUOUS MANNER.
6. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 38+50 TO 40+50,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
7. DISTURBED AREA STABILIZATION SHALL INCLUDE THE INSTALLATION OF EROSION CONTROL MATTING (NAG S150, S1506N, OR APPROVED
EQUAL) IN ALL DITCH LINES AND ON ALL SLOPES STEEPER THAN 3'H TO 1'V. ALL OTHER DISTURBED AREAS SHALL BE STABILIZED
WITH SEED AND MULCH.
SENSITIVE AREA CONSTRUCTION SEQUENCE (WATERLINE STA 59+60 TO 65+00), (FORCE MAIN STA 558+00 TO 563+501
1. CONSTRUCTION IN THIS AREA SHALL BE PERFORMED DURING PERIODS OF DRY WEATHER.
2. INSTALL ALL EROSION CONTROL MEASURES SHOWN ON THIS PLAN PRIOR TO ANY LAND DISTURBANCE ACTIVITIES.
3. BEGIN CONSTRUCTION AT THE LOW POINT FOR THIS DRAINAGE AREA LOCATED AT WATERLINE STA 59+60. PROGRESS CONSTRUCTION
TO STA 62+20 IN CONTINUOUS MANNER.
4. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 59+60 AND 62+20,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
5. BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTION OF THIS DRAINAGE AREA FROM WATERLINE STA 62+20 TO 65+00.
PROGRESS CONSTRUCTION IN THIS AREA IN A CONTINUOUS MANNER.
6. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 62+20 TO 65+00,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
7. DISTURBED AREA STABILIZATION SHALL INCLUDE THE INSTALLATION OF EROSION CONTROL MATTING (NAG S150, S150BN, OR APPROVED
EQUAL) IN ALL DITCH LINES AND ON ALL SLOPES STEEPER THAN 3'H TO 1'V. ALL OTHER DISTURBED AREAS SHALL BE STABILIZED
WITH SEED AND MULCH.
SENSITIVE AREA CONSTRUCTION SEQUENCE (WATERLINE STA 87+20 TO 91 +80). (FORCE MAIN STA 585+60 TO 590+20I-
1. CONSTRUCTION IN THIS AREA SHALL BE PERFORMED DURING PERIODS OF DRY WEATHER.
2. INSTALL ALL EROSION CONTROL MEASURES SHOWN ON THIS PLAN PRIOR TO ANY LAND DISTURBANCE ACTIVITIES.
3. BEGIN CONSTRUCTION AT THE LOW POINT FOR THIS DRAINAGE AREA LOCATED AT WATERLINE STA 87+20. PROGRESS CONSTRUCTION
TO STA 89+20 IN CONTINUOUS MANNER.
4. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 87+20 AND 89+20,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
5. BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTION OF THIS DRAINAGE AREA FROM WATERLINE STA 89+20 TO 91 +80.
PROGRESS CONSTRUCTION IN THIS AREA IN A CONTINUOUS MANNER.
6. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 89+20 TO 91 +80,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
7. DISTURBED AREA STABILIZATION SHALL INCLUDE THE INSTALLATION OF EROSION CONTROL MATTING (NAG S150, S1506N, OR APPROVED
EQUAL) IN ALL DITCH LINES AND ON ALL SLOPES STEEPER THAN 3'H TO 1'V. ALL OTHER DISTURBED AREAS SHALL BE STABILIZED
WITH SEED AND MULCH.
SENSITIVE AREA CONSTRUCTION SEQUENCE (WATERLINE STA 99+00 TO 103+50).(FORCE MAIN STA 597+40 TO 602+10)
1. CONSTRUCTION IN THIS AREA SHALL BE PERFORMED DURING PERIODS OF DRY WEATHER.
2. INSTALL ALL EROSION CONTROL MEASURES SHOWN ON THIS PLAN PRIOR TO ANY LAND DISTURBANCE ACTIVITIES.
3. BEGIN CONSTRUCTION AT THE LOW POINT FOR THIS DRAINAGE AREA LOCATED AT WATERLINE STA 99+00. PROGRESS CONSTRUCTION TO
STA 101 +30 IN CONTINUOUS MANNER.
4. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 99+00 AND 101 +30,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
5. BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTION OF THIS DRAINAGE AREA FROM WATERLINE STA 101 +30 TO 103+50.
PROGRESS CONSTRUCTION IN THIS AREA IN A CONTINUOUS MANNER.
6. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 101 +30 TO 103+50,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
7. DISTURBED AREA STABILIZATION SHALL INCLUDE THE INSTALLATION OF EROSION CONTROL MATTING (NAG S150, S15013N, OR APPROVED
EQUAL) IN ALL DITCH LINES AND ON ALL SLOPES STEEPER THAN 3'H TO 1'V. ALL OTHER DISTURBED AREAS SHALL BE STABILIZED
WITH SEED AND MULCH.
SENSITIVE AREA CONSTRUCTION SEQUENCE (WATERLINE STA 104+50 TO 108+40), (FORCE MAIN STA 603+00 TO 606+901-.
1. CONSTRUCTION IN THIS AREA SHALL BE PERFORMED DURING PERIODS OF DRY WEATHER.
2. INSTALL ALL EROSION CONTROL MEASURES SHOWN ON THIS PLAN PRIOR TO ANY LAND DISTURBANCE ACTIVITIES.
3. BEGIN CONSTRUCTION AT THE LOW POINT FOR THIS DRAINAGE AREA LOCATED AT WATERLINE STA 104+50. PROGRESS CONSTRUCTION TO
STA 106+30 IN CONTINUOUS MANNER.
4. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 104+50 AND 106+30,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
5. BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTION OF THIS DRAINAGE AREA FROM WATERLINE STA 106+30 TO 108+40.
PROGRESS CONSTRUCTION IN THIS AREA IN A CONTINUOUS MANNER.
6. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN WATERLINE STA 106+30 TO 108+40,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
7. DISTURBED AREA STABILIZATION SHALL INCLUDE THE INSTALLATION OF EROSION CONTROL MATTING (NAG S150, S15013N, OR APPROVED
EQUAL) IN ALL DITCH LINES AND ON ALL SLOPES STEEPER THAN 3'H TO 1'V. ALL OTHER DISTURBED AREAS SHALL BE STABILIZED WITH
SEED AND MULCH.
SENSITIVE AREA CONSTRUCTION SEQUENCE (FORCE MAIN STA 255+50 TO 274+10I-
1. CONSTRUCTION IN THIS AREA SHALL BE PERFORMED DURING PERIODS OF DRY WEATHER.
2. INSTALL ALL EROSION CONTROL MEASURES SHOWN ON THIS PLAN PRIOR TO ANY LAND DISTURBANCE ACTIVITIES.
3. BEGIN CONSTRUCTION AT THE LOW POINT FOR THIS DRAINAGE AREA LOCATED AT FORCE MAIN STA 255+50. PROGRESS CONSTRUCTION TO
STA 260+20 IN CONTINUOUS MANNER.
4. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN FORCE MAIN STA 255+50 AND 260+20,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
5. BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTION OF THIS DRAINAGE AREA FROM FORCE MAIN STA 260+20 TO 274+10.
PROGRESS CONSTRUCTION IN THIS AREA IN A CONTINUOUS MANNER.
6. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE INSTALLED BETWEEN FORCE MAIN STA 260+20 TO 274+10,
THE DISTURBED AREA SHALL BE STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
7. DISTURBED AREA STABILIZATION SHALL INCLUDE THE INSTALLATION OF EROSION CONTROL MATTING (NAG S150, S1506N, OR APPROVED
EQUAL) IN ALL DITCH LINES AND ON ALL SLOPES STEEPER THAN 3'H TO 1'V. ALL OTHER DISTURBED AREAS SHALL BE STABILIZED WITH
SEED AND MULCH.
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
dPj:liM •4'-4'i13aR0iS1:iA711.ifG

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
CA
OVERALL
ASPHALT (LARGE—SCALE SECTION)
PLAN
1/4" 1'-0"
AD
ADD
ACCESS DOOR
ADDENDUM
FLG
FLOUR
FLANGE
FLUORESCENT
OC,O/C
OD
ON CENTER
OUTSIDE DIAMETER
=
ROOM
NAME
ADDL
ADDITIONAL
FLO
FIBER OPTIC
OIT
OPERATOR INTERFACE TERMINAL
PLAN TITLE
ADJ
ADJACENT
FO
FINISHED OPENING/FAIL OPEN
OPH
OPPOSITE HAND
BATT INSULATION (SECTION)
XX—XX ROOM NUMBER
AF
AMP FRAME
FOB
FLAT ON BOTTOM
OPNG
OPENING
AFF
ABOVE FINISHED FLOOR
FOT
FLAT ON TOP
OPP
OPPOSITE
SECTION LETTER
XXX DOOR NUMBER
AFG
AGGR
ABOVE FINISHED GRADE
AGGREGATE
FPT
FRP
FLOOR PLATE
FIBER REINFORCED PLASTIC
ORP
P
OXIDATION REDUCTION POTENTIAL
PIPE
BRICK MASONRY (PLAN AND/OR SECTION)
X
AHU
AIR HANDLING UNIT
PB
PULL BOX
FS
FAR SIDE
FLAG INDICATES DIRECTION
AIC
AMPS INTERRUPTION CAPACITY
FT
FOOT OR FEETFTG
PCCP
PRESTRESSED CONCRETE CYLINDER PIPE
OF SECTION CUT
A COLUMN GRID LINE
(SYMMETRICAL)
FOOTING
PCF
POUNDS PER CUBIC FOOT
CHECKERED PLATE (PLAN)
toeX
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
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
OO 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
��00�00
GRANULAR FILL (SECTION)
XXX
SHEET WHERE DETAIL
IS LOCATED *
BS
BTU
BOTH SIDES
BRITISH THERMAL UNIT
HSB
HT
HIGH STRENGTH BOLT
HEIGHT
REINF
REQD
REINFORCED, REINFORCING
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
.<
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
STANDARD
PIPING
CTL
CONTROL JOINT
kVA
KILOVOLT AMPERES
ARROW INDICATES
X POINT OF VIEW
CTR
CENTER
kW
KILOWATT
STL
STEEL
PLYWOOD (SMALL—SCALE SECTION)
XX
FIGURE 36—PLE EXAMPLE
CTRL
CUFT
CONTROL
CUBIC FOOT
LA
LIGHTING ARRESTOR
STRL
SUSP
STRUCTURAL
SUSPEND
SHEET WHERE ELEVATION
LBS
POUNDS
a
PRECAST CONCRETE (PLAN AND/OR
IS LOCATED *
CUYD
DC
CUBIC YARD
DIRECT CURRENT
LC
LF
LOCKED CLOSED
LINEAR FEET
SW
SYM
STILLING WELL
SYMMETRICAL
SECTION)
SINGLE ELEVATION OR PHOTO MARKER
LINE SIZE 36"
DCJ
DOWELED CONTROL JOINT
LG
LONG
SYS
SYSTEM
RIGID INSULATION (SECTION)
SERVICE PLANT EFFLUENT
DE
DEM
DRAINAGE EASEMENT
DEMOLITION
LH
LL
LEFT HAND
LIVE LOAD
TC
TICE
TOP OF CURB
TEMPORARY CONSTRUCTION EASEMENT
ELEVATION NUMBER
DET
DETAIL
LO
LOCKED OPEN
T&B
TOP AND BOTTOM
DI
DUCTILE IRON
LOC'N
LOCATION
TEMP
TEMPERATURE
ro�.'
RIPRAP (PLAN AND/OR SECTION)
ARROW INDICATES POINT OF
VIEW ELEVATION
EQUIPMENT IDENTIFICATION
DIA
DIAG
DIAMETER
DIAGONAL
LOD
LP
LIMITS OF DISTURBANCE
LOW POINT, LIGHTING PANEL
TERM
THK TH
/
TERMINAL
THICK
p B
<:)
DIM
DIMENSION
LR
LONG RADIUS
TO OR T/
TOP OF
INDICATES SHEET WHERE
ALTERNATIVE 1
DIP
DUCTILE IRON PIPE
LTG
LIGHTING
TOC OR T/CONC
TOP OF CONCRETE
SAND (SECTION)
ELEVATION IS LOCATED
NPWP2023
DISC
DISCONNECT
LTS
LIGHTS
TOG
TOP OF GRATING
FIGURE EXAMPLE
DDNUE
GE MAINTENANCE UTILITY EASEMENT
LV
LOW VOLTAGE
TOS OR T/STL
TOP OF STEEL
(1
C
MULTIPLE ELEVATION OR PHOTO MARKER
DO
DOWN
DISSOLVED OXYGEN
LWL
LOW WATER LEVEL
TOW OR T/WALL
TP
TOP OF WALL
TURNING POINT
SOD (SECTION)
SERVICE INDICATES
MAN
MANUAL
\1hnIV�
ABBREVIATION NON —POTABLE WATER
DWG
DRAWING
MATL
MATERIAL
TRD
TREAD
WEEP JOINT MORTAR
ELEVATION
DWL
DOWEL
MAX
MAXIMUM
TS
TEMPERATURE SWITCH
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
„ XXX
3 = 1 —0
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
VBX
VALVE BOX
GENERAL
NOTES:
ALTERNATIVE 2
ENCL
ENCLOSURE
MET
METAL
VERT
VERTICAL
ELEVATION TITLE
EOP
EDGE OF PAVEMENT
MFR
MANUFACTURER
VER
VARIABLE FREQUENCY DRIVE
1. THIS IS A
STANDARD SHEET SHOWING COMMON
* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A
NPWP-23
FIGURE EXAMPLE
EPS
EFFLUENT PUMPING STATION
MH
MIN
MANHOLE, METAL HALIDE
MINIMUM
W
WATTS/WEST/WIRE
SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY
DASH (—).
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
WP
WEATHERPROOF
2. SCREENING
OR SHADING OF WORK IS USED TO
2 SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON
EQUIPMENT
EX
EXISTING
MTD
MOUNTED
W/
WITH
INDICATE EXISTING
COMPONENTS OR TO
INDICATES PUMP
MTG
MOUNTING
W/0
WITHOUT
DE—EMPHASIZE PROPOSED IMPROVEMENTS TO
THE SAME SHEET THEY ARE CUT OR CALLED OUT ON.
ABBREVIATION
EXIST
EXISTING
N
NORTH, NEUTRAL
YD
YARD
HIGHLIGHT
SELECTED TRADE WORK. REFER TO
EQUIPMENT
EXP
EXPANSION
NC
NORMALLY CLOSED
YH
YARD HYDRANT
CONTEXT OF EACH SHEET FOR USAGE.
NUMBER PUMP 23
EXPO
EXPOSED
ND
NORMALLY DE —ENERGIZED
Z/C TS
Z CONDUCTOR TWISTED SHIELDED CABLE
EXT
°F
EXTERIOR
NEC
NORMALLY ENERGIZED
2/C TS
2 CONDUCTOR TWISTED SHIELDED CABLE
FAHRENHEIT
NE
NATIONAL ELECTRIC CODE
3/C TS
3 CONDUCTOR TWISTED SHIELDED CABLE
FA
FC
FOUL AIR
FAIL CLOSED
NEUT
NEUTRAL
DIMENSION TO
BE VERIFIED WITH OR AS REQUIRED
* FOR PURCHASED ITEM
F)l
i 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

oN TODD GUNDERSON l PETER W. HAWKINS AND WIFE, ' 5U5AN J. SCHUMACHER I 0102NE (PO5805A-05) GENERAL NOTES:
i GERALD G. POWERS AND
(UNMARRIED) / KATHLEEN F. HAWKINS 6325 LIBERTY RD 0102NE (PO58056-06) CONTRACT SHEET
6313 LIBERTY RD 6317 LIBERTY RD WIFE I GCPN 0123161 I SU5AN J. SCHUMACHER
GCPN 0123170 / / NOREEN O. POWERS I D8 4723, PG 517 AND HUSBAND 1. SITE TOPOGRAPHIC SURVEY WAS 6 OF 55
DB 7555, PG 1531 DB 74 01 PG 66 / DANIEL L. COX, SR.
6321 LIBERTY RD I
l GCPN 0123172 I I PREPARED BY SPATIAL DATA
PB 72, PG 10, LOT 3 i PB 72, PG 126, LOT 4A ' DB 3930, PG 1184 6327 LIBERTY RD CONSULTANTS, INC. AND BRADY
PB 72, PG 126, LOT 48 GCPN 0123146
I I SURVEYING COMPANY, P.A. DURING
DB 7689, PG 1232
I I THE WINTER OF 2015. SENSITIVE INFORMATION
\� %�'�'s•• � � Not to be copied or
Q MCA\ ' I / PROP. FIRE HYDRANT ASSEMBLY / I I 2. DEFLECT PIPES AS NECESSARY
\ r 1 ' PER MANUFACTURERS distributed without the
PER COG STD 101 1
RECOMMENDATIONS TO MAINTAIN express written
STA 4+00 I
ALIGNMENTS.
N 791618 0 / I I permission of the City
E 1800376 PP KEY KEY NOTES: of Greensboro.
\ \� 111°o�, SEE 03C-1 B FOR 16" FORCE I PP i I > 1
s — \ r \ / � I � I
\r r ' I� I MAIN DESIGN I I o I 1 PROVIDE 2'X2' CONCRETE PAD
15" RCP / 0/ /F a o J I O AROUND VALVE BOX.
00 \ \�� r EASTLINE (TYP) o Inv. In 777.40 / / I r I Q
Inv. Out 776.79 TREES / �O / I v
I AS NECESSARY, POWER POLE
a I I z a I Q I WOOD
GUY I / / �O'a� / w II o I I 2 SHALL BE SUPPORTED AND GUY
\ \\� i l l �� I o DUKE ENERGY. WIRE SHALL E CONTRACTOR RELOCATED BY
P � � / 15" RCP I � I
15" CMP TREES Inv. In 771.54 0 1 o I I
Inv. out 771.99 /I - TREES 3 I 3 RESPONSIBLE FOR ALL WORK
/o Inv. In 773.43
Oy/p
Q r�TVLE MH K / UTIL TREES j
1
I \F \F `4Z-1 �r�IGN MKR / Inv. Out 773.32 , I Q Q o I D C E G
I o oN \ Poe \\ :—T, T l // / 24" CMP / GU 11 0 ME
ip \F\ \ / r Inv. In 769.17 PP I I BL O O3 REMOVE AND REPLACE FOOT
1
I I °N , N� \ , o��Q - r ra�� r� r �� - I MKR Inv. out 768.s8 GUY x BRIDGE AND BLOCK SIDEWALK.
°Nip N/ \�� F^ °C\ _r-r__r�T�T� PED -- -- -- -r - -- - - roc x x �Q CI1yofGrOe Oro 6 round
I \ F°C_ �� T — 7 T —�� /— FOC— C FOC— FOC— FOC FOC—�a� OC F0 FOC FO FOC FOC FOC F FOC FOC--I FOC� FOC Loc I O A uests
I I \°Nip T—T—T—T—_ Q T T T T T T T T T T T T T T T T T T T T T T` T _L _L 80 (10
M
I _ T—T— _O
T—T T r— T—T T T -r--T T T -- T--T — TTT — T T ,c%—N �?T-�I--� TELE T—�]PR
/
v°° I I ` \FpC �� „ -' - 2-------------- _ __ / m T�MH_ I 1 COG Water eso c s e 73-2033
Ftij _ o --------------- 1- '-R P----- ----- ___
OH/p— � A4 F0C_ �F°C Inv. n 772.43 "'p ', COG/Gui1f rd Co. Telecom - 73-2084
I \ P W _ FOC _ _ _ LIBERTY RD _ — — SR 3 5— Inv. out 772.24 _ I— _ — � PGDOT Traffi Si a 73-2606
I °H/P — — Fes— F0C _ F� / °yam - - COG Wat r uPPly - - - - - - 73-5855
—- - _ - �/tX. Tanks/[e tment Plants
1 ° P—OH—_ FOC�FOCC o 2------------------------- MISSING GDOT St rrrl. ter _--- 73-2569
- ---------------9-^I-u.------------------------
II II I GUY \ \ �I / OH/p = OH/P = 0 , OF / — FOC FOC FOC FOC-��� FOC FOC FOC A A FOC� O FOC FOC ��FA FOC OC�O�� FOC FOc,Fpq; FOC F -�BFC FOC FOC FOC FOC FOCjF4— FOC FOC—�C FOCI c���� / M B�
I I W Hyp PED FM_�� VI - PED — t PFf� I oTN�/ �JN p\
I PROPOSED EASEMENT — _ _ _ _ _ _ _ _ _ _ _ _ _
/ OH P —
I I O/= OH P OF — — — — gyp— pH/P OH/P OH/P OH/P OH/P OH/7OH/P H OH/P OH P — — — — /P—�tiP�riP— PED
I I i (TYPICAL)
W PP W o 0 0-0 Pw w w w w NPDES
I _
I ... / w w GU A
I I I EXISTING EASEMENT (TYPICAL) W-E-182-1 I >_ w i ; Q KA� W W General Permit
I I I ttVf-
- IDG 15" RCP
/ w o Inv. In 775.23
I I W I 12" VC 15" CMP I; I I I
I I REMOVE 16' PLUGS AND a I Inv. In 771.05 Inv. In 771.41 Iqe I / I W l w m O O Inv. Out 775.18 Applies
II I I CONNECT TO PHASE 1 WATER SSD WESTLINE (TYP) TREES PIPE END BURIED Inv. out 771.25 / � I a I < Iw U I 1 SWLIZ
I I LINE CONNECTIONS ►� I LIJ> I z l"> 2 RELOCATE GUY WIRE J
II -III I / RELOCATE GUY WIRE I I I // N o� I DISTURBED AREA =
I I ► , I O I I / I I 1 NBD 17.39 AC
_ PROP. 16" DI WATERLINE I I / I I PROP. FIRE HYDRANT ASSEMBLY
I I\ GRAVEL DRIVINSTALL 37'
E i OFF I I I I PER COG STD 101 1
_ , I 1 I 1
EDGE OF PAVEMENT STA 9+03
PROP. 16I I " DI WATERLINE N 791214+03 1
INSTALL 27' OFF I E 1800676 I Ci I S DISCLAIMER
I ' EDGE OF PAVEMENT I I
I 1 1 Objects on this map shown
I _ 01875E(P05805-05) 00435W(PO5805A-05) with a dotted linestyle were
_ I 0042W (PO5805A-05) ► 00435W (PO58056-06) 00455W (PO5805A-05) 00465W (PO5805A-05) not surveyed, the were I 0044SW (P05805A-05) I I y y
0042W (PO58056-06) ERICM. CHAVIS 1 00445W (PO58058-06) 1 00455W (PO58058-06) 1 00465W (PO58056-06) compiled by photogrammetric
RONNIE WAYNE SHARPE AND (UNMARRIED) 1 RONNIE LEE KIMBLE AND I DELLA V. MACIAS AND I JANAE LYNN WELLS (DESILUS)
I I - CONNIEHOLLAND SHARPE I 6316 LIBERTY RD WIFE HUSBAND, 6322 LIBERTY RD methods, available on the
6310 LIBERTY RD I GCPN 0123131 I EDNA MAYTON KIMBLE I RAMIRO MACIAS I GCPN 0123177 Geographic Information
I I I a GCPN 0123135 D8 7552, PG 341 6318 LIBERTY RD 6320 LIBERTY RD DB 6548, PG 1404 System (GI S) software used
D8 7151, PG 2271 PB 79, PG 31, LOT 3 1 GCPN 0123148 I GCPN 0123156 I PB 79, PG 31, LOT 6 by the City of Greensboro.
jj13••11 PB I 79, PG 31, LOT 1 I I DB 3896, PG 966 I D8 7409, PG 2504 i I
PB 79, PG 31, LOT 4 I P8 79, PG 31, LOT 5
I I I I
820
810
-1I
16" WESTLINE
(TYP)
PROFILE OVER
16" WESTLI N E
(TYP)
PROFILE OVER
16" EASTLI N E
(TYP)
GRAVEL GRAVEL
-------- GRAVEL
780 ---------------- 12" CULVERT
---- __ _
_ ----
_ �,------------
------------------
770------------__ ------------ ------------------------------ - ------------------
16" EASTLI N E
760 (TYP) a
a PROP. 1041 LF
of 0
0
Z + PROP. 1041 LF OF 16" DIP
WATER MAIN
z5l< w OF 16 DIP
CL WATER MAIN a a
750 0°N aoo a ao
X,ir+ io
w I oQ z00 oa
740
0+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
o�
a
W N
1 +00
2+00
3+00
4+00
5+00
REVISIONS
ISSUED FOR CONSTRUCTION
INSTALL 16" WATERLINE AND 16" FORCE MAIN 1 I °°IN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
6+00 7+00 8+00 9+00
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER 2022-041 A
WATER 2022-041 A
SIDEWALK
10+00
JOB NO. P-0614OA-05, P-0614OA-1
DESIGNED 2/2022 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
820
810
-1I
790
780
770
760
750
740
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
10+41 1 K — 1
6 CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III
16" WATERLINE LIBERTY ROAD
PLAN AND PROFILE
STA 0+00 TO STA 10+41
N CAROB
SEAL
037518
4/13/2022
'Lim W 0
03C— 01 A
SHEET NO.
6 OF 55

rODD GUNDERSON l PETER W GERALD G. POWERS AND HAWKINS AND WIFE, '
SUSAN J. SCHUMACHER I 0102NE (PO5805A-05 GENERAL NOTES:
O /
(UNMARRIED) / KATHLEEN F. HAWKIN5 WIFE I 6325 LIBERTY RD I 0102NE (P058056-06 CONTRACT SHEET
6313 LIBERTY RD 6317 LIBERTY RD GCPN 0123161 5U5AN J. 5CHUMACH
GCPN 0123170 / N6321 L O. POWERS I D8 4723, PG 517 AND HU58AND 1. SITE TOPOGRAPHIC SURVEY WAS 7 OF 55
/ 0/ DB 7555, PG 1531 DB 74 0, PG 66 / DANIEL L. COX, 5R.
6321 LIBERTY RD
/ , / / GCPN 0123172 I I PREPARED BY SPATIAL DATA
PB 72, PG 10, LOT 3 , P8 72, PG 126, LOT 4A ' DB 3930, PG 1184 6327 LIBERTY RD CONSULTANTS, INC. AND BRADY
GCPN 0123146 SURVEYING COMPANY, P.A. DURING
PS 72, PG 126, LOT 48
I I DB 7689, PG 1232
I I THE WINTER OF 2015. SENSITIVE INFORMATION
\��p�''�` 's•• � �oANot to be copied or
\ I 2. DEFLECT PIPES AS NECESSARY
OPEN CUT AND REPAIR I I PER MANUFACTURER'S distributed without the
GRAVEL DRIVE (14.64 TONS) I I RECOMMENDATIONS TO MAINTAIN express written
ALIGNMENTS. permission of the City
\S \ �� r I l /PP w I KEY NOTES: of Greensboro.
'�M
OOX �� oo , / I I ' 1 PP i I >
_ g0 �r r o h I/ I I I o I 1 AS NECESSARY, POWER POLE
REMOVE 16" PLUG AND 1 15" RCP a o J I O SHALL BE SUPPORTED AND GUY
CONNECT TO PHASE 1 FORCE / / I Inv. O 777. . / / / 1 z I Q I WIRE SHALL BE RELOCATED BY
S ti o MAIN CONNECTION i� _� Ij 1 Inv. out 776.79 TREES ` �0 / 1 Q DUKE ENERGY. CONTRACTOR IS
/ \Foc\� OPEN CUT AND REPAIR / zw �I IQI wooD RESPONSIBLE FOR
ALL WORK�r GUY
SO'�\ o) 11 �\ .15" RCP Doa i\ *00 P
GRAVEL DRIVE '
Inaikau
I Ip �Fo " I r_ / I / 15" CMP Inv. In 771.54 0 o I I
OH/p \ / \ °\\ \ -1 Q �T LE MH � � / /� Inv. In 773.43 TREES TREES Inv. Out 771.99 j TREES J 3 + BRIDGE AND BLOCK SIDEWALK.
I \ F°° T T UTIL / / /I I O2 REMOVE AND REPLACE FOOT
I °Hip \ ` ��T �T SIGN / MKR / / Inv. out 773.32 / OPEN CUT AND REPAIR / Q Q 0 I ME O
o °H �! °�F�,\ ,� ��\�T / / / 24" cMP ' GRAVEL DRIVE (21.20 TONS) GU I CD /I
I \ / Inv. In 769.17 PP I I I BL L
�FOC �\ Q O _T
P o \ ` ` �F� o�\ 2+00 _ r rQ_� r_ r _ / MKR Inv. Out 768.68 GUY '
_ _ I Q Clty of Grime oro a round
I I OH p \ T _ T T r — - �, `p P E D FOC— FOC FOC FOC— FOC FOC—OC F07 FOC� FO FOC FOC FOC F x FOC FOC—� FOC FOC
lOO I / 'n/ �.�` FOC�FpC\ C\ ` / —T—T— TVIO--—T_T_T_T—T_T— T_T_ T
Y �I n --t I— Loca �ls I o a nests
O \ _ — T—G)�T TTTTTTT T T T TTT T T T T T T T—LT—L-T--T T T T T TTT T F��FT�I+—IT—TTT TELE T TB0'1l
— — — — — — — — — — — — — — — — — — — —1-z — RG.P— — — — — 1— — — — — — — — — — _T — 1 � Tom— -T-1
\ \FO\F� —� 2----------------- / M \T�T�MH I COG Water eso c s e 73-2033
F0p a ecom —
----------------_
OH/P— W Foc �04+ � SR 3 5r1PR
COG/Gu i 1 f rd Co . T 1 — 73 2084
� Inv. In 772 43 yip — � Ir
P Foci �Fo _ —i�00 LIBE RD _ Inv. Out 772.24 _ _ __ 0 F��GDOT Traffi Si a 73 2606
I I �� OH/P _ _ F c_ OC— FOCI FOC / — — 0� — — 6 +0� °yip — — COG Wat r uPPIY — — — — — 73-5855
OH/p — — Foci c— — a — — — — — — — — — �/tX. Tanks e tment Plants
�OH7— Foc o� i______________________ __ ___ ________MISSING ________ /
,/.yu--�^II�,�-----------
GUY \ / OH/p = OH P • 1� —EO FOe— FOC FOC FOC FOC FOC FOC FOC FOC A A FOC F FOC FOC EO FO OC FOC FOC FOc.�xWy FOC F -� FOC FOC FOC FOC FOC FOC FOC FOC FOC FO� ,FAC FOCs 10 M B GD(]T St r ` \ ter _ — — — 73— 2569
/° F, VI MQ g l 4
II I PROPOSED EASEMENT W� H7P ED _ — oHr-- Fill _ _ 'fit_ _ _ _ _ _ _ _ _ _ _ _ _ PED
I 9H/P OH FM 1 FM FM
P_
I II I (TYPICAL) PP o-0 6— PP OH/P OH/P OH/P OH/ OH/P OH/ OH/P H OH/P OH P — — 7� /-
►ate I W ���>ss I W W W `" - N P D E S
I I — I GU
I I I EXISTING EASEMENT (TYPICAL) W—E-182-1 I >- > Q RIP KAr� W I 15" RCP General Permit
o ID — —
I I j I 12' VC 15" CMP I> I I J I t o o Inv. In 775.23 I Applies
I _
Inv. In 771.05 Inv. In 771.41 I Y I w I w 'Z O Inv. Out 775.18
I II I ��SBD a TREES PIPE END BURIED Inv. Out 771.25 I // < I 0 I > I v0 I I IZ
I> I / " a ICli" m 1 RELOCATE GUY WIRE SwLJ
z _
II 'III I / I RELOCATE GUY WIRE I `' I 04 o� I DISTURBED AREA =
1\gD 17.39 AC
GRAVEL DRIVE
GIS DISCLAIMER
I d-I I I I
I I I I Objects on this map shown
I _ 01875E(P05805-05) 00435W(PO5805A-05) with a dotted linestyle were
_ I 0042W (PO5805A-05) ► 00435W (P058058-06) 00455W (PO5805A-05) 00465W (PO5805A-05) not surveyed, the were I 00445W (P05805A-05) I I y y
0042W (P058059-06) ERICM. CHAVIS I 00445W (P05805B-06) I 00455W (P05805B-06) I 00465W (P058059-06) compiled by photogrammetric
RONNIE WAYNE SHARPE AND (UNMARRIED) I RONNIE LEE KIMBLE AND I DELLA V. MACIAS AND I JANAE LYNN WELLS (DE5ILU5)
I I — CONNIEHOLLAND SHARPE I 6316 LIBERTY RD WIFE methods, available On the
HUSBAND, 6322 LIBERTY RD
6310 LIBERTY RD I GCPN 0123131 I EDNA MAYTON KIMBLE I RAMIRO MACIAS I GCPN 0123177 Geographic Information
I I I a GCPN 0123135 I DB 7552, PG 341 6318 LIBERTY RD 6320 LIBERTY RD DB 6548, PG 1404 System (GIS) software used
D8 7151, PG 2271 PB 79, PG 31, LOT I GCPN 0123148 I GCPN 0123156 I P8 79, PG 31, LOT by the City of Greensboro.
jj13••11 P8 I 79, PG 31, LOT 1 I I DB 3896, PG 966 I D8 7409, PG 2504 i I
PB 79, PG 31, LOT 4 I P8 79, PG 31, LOT 5
I I I I I
820
810
PROFILE OVER
16" DI FORCE
MAIN EXISTING
800 GRADE
790
780
770
760
'-- PROP. 1047 LF
750 OF 16" DIP
FORCE MAIN W/
CERAMIC EPDXY
LINING
740
ALL PIPE S
L I I I I ALL PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE' OF 0.1 % OR GREATER
500+00 501+00 502+00 503+00 504+00 505+00
HDR Engineering, Inc. REVISIONS TYPE
of the Carolinas
NCBELS License No. F-0116 ROADWAY
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075 SEWER
704.338.6700
WATER
ISSUED FOR CONSTRUCTION SIDEWALK
RAVEL
GRAVEL
GRAVEL
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
BE INSTALLED ON A POSITIVE LOPE OF
.1 % OR GREATER
CONTRACT ICONTRACTORI AS —BUILT I AUTH. DATE I WATER AND SEWER PERMITS
2022-041 A
2022-041 A
820
810
:Mc
790
780
770
760
750
740
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
K_
510+00 510+47
JOB NO. P-06140A-05, P-0614OA-06 CITY OF G R E E N S B O R O
DESIGNED 2 2022 BY HDR WATER RESOURCES DEPARTMENT
CONST. SURVEY BY Liberty Road Water & Sewer Improvements Phase III
CHECKED BY 16" FORCE MAIN — LIBERTY ROAD
PLAN AND PROFILE
SCALE: AS NOTED STA 500+00 TO STA 510+47
N CAROB
SEAL
037518
4/13/2022
03C— 01 B
SHEET NO.
7 of 55

ETHAN B. HOLT AND I
\ WIFE
0102NE (P05805A-05) CARINA H. HOLT I
0102NE (P058059-06) 6345 LIBERTY RD
SUSAN J. SCHUMACHER GCPN 0123133 PROP. FIRE HYDRANT ASSEMBLY
AND HUSBAND \ DS 6670, PG 2257 SEE DETAIL 10/03D-10 I
DANIEL L. COX, SR. P8121, PG 57, LOT 1 STA 19+95 O I
6327 LIBERTY RD 1 I
GCPN 0123146 \� E 1801364
D8 7689, PG 1232 \ 1 /
3 I PROP. 45' FITTING (HORIZONTAL) I
STA 19+80
�� \\ \� N 790411
E 1801368 I
PRIVACY FENCE PROP. 83 LF OF 30" ENCASEMENT
MIN. THICKNESS 0.312"\\ \\ I
BY BORE AND JACK PROP. 45' FITTING (HORIZONTAL)
PROP. FIRE HYDRANT ASSEMBLY Inv. In 755.52 \ \ � I IL WOOD FENCE STA 18+97
PER COG STD 101 Inv. out 752.82 r / / I
STA 13+82 \ o I N 790456
AL BAR GATE N 790861 10 PROP. 65 LF OF 30" ENCASEMENT TREES II m II E 1801305 i
CK WALL AND COLUMN E 1800999 MIN. THICKNESS 0.312
� _ —
BY BORE AND JACK I I I W I
+ / WOOD AND WIRE FENCE M I I PROP. 45' FITTING (HORIZONTAL) ` v. out
0 x x x _X x x W OD AN E N 7
JAMES M. BUTLER AND
WIFE,
ROXENE A. BUTLER
6349 LIBERTY RD
GCPN 0123193
DB 4445, PG 2188
PS121.PG57,LOT 2
WOODS
x rr .STA 18+78 _ +
C FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC F = OC 0 FOCI 5 CM r� FOC FOCI N 790475 �°C FOC FO FOC FOC FOC F FOC FOC FOC FOC FOC FOC FOC O
K ,,\ LL
EX. PROPERTY LINE D B� E 1801307
—1T—_�—�-rT—�—�_—TL— TL_�T—L—L—TL—--TT — TT_ T _T TTT TT_ TT TTi _ TT� T TT T TT_ T TT _�T —1TL_ T — TT _ T _ TT _1 T-- —1— TTT —TT
773.82 EX. PROPERTY LINE N
ND BURIED LIBERTY RD _ SR 3 549 - - -
- o�IQ - - - - - \ i Q
-- � -- -- -- - ---
PERTY LINE - N 1 1+QQ J} \ �� — — — — — X — — U)
----1l -- + ----- -------------------- — � 1 +0 18+0 m ___
_--------------------�---- o _- -------------0�---------------
I j lDl ity Easement OC FOC FOC— FOC FOC FOC �O� C FOC FOC— FOC— FOC FOA i HIF1pE>f— FOC— C FOC FOC FOCtI15+ FOC �C FOC— FOC —0— Fps FOC FOC FOC FOC FOC� FOC FOC FOC FOC F OC FOC FOC—�fOC FOC F C�
(per PB 121 PG 80)+n� FM �Ji�JV T T _ _ _ _ J Inv. in
4� — FM_ — _
_ 7 _ _ _ RIP R P T '— y— )V FOCI C FOC FOc_ FMFOC FOC FO FOC F C FOC FOC FOC
T— — — — _ _ _ _ _ _ _ 0 _ _ _ \ \ _ W Q Q
"'H7P �� OH{�� OH/ P OH/P OH OH/P OH OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P °� SIG ,H H P w .S.:�l _
W Fo OH FOCI FOC FOCI FOC
° W PED W — / ' GUY O
x FOC FOC F(7� F� O I
Mfg. W TR S AIN LINK F NCE TR ES W W_ —
I POLE
s W�-
Q I RELOCATE GUY WIRE WELL
\ 00�/ TREE 1 -x
0I / / / I °y W/ 18" RCP MBo 25►
W � - Inv. In 750.99 --- --- -----� -
\ 0 a v O Inv. Out 749.63 3l \ I GARAGE I
Lt.l I %SHEDQ �G `� / �z O l I� a
t F / \ \ CONCRET F I E E
1 / / Pam/ 95. o I II I
J�`�Q� SWLK M z O I Y / �'IPE-DRIVE �N I 1
A / I
U I R25 WELL \ I p�.,
/ / x PP = I1-SBD l I I ------- I
PROP. 45 FITTING (HORIZONTAL) b I I I
1-SBD , I \ I I STA 18+82
/0C N 790472 z Q
E 1801296 Lu LU
a ;
/ I L ~ w
00475W (PO5805A-05)
00475W (PO58058-06)
JOSE R ORTIZ
AND SPOUSE,
LUCY ORTTZ
6328 LIBERTY RD
GCPN 0123192
DS 7849, PG 106
PB 121, PG 80, LOT 1
00485W (PO5805A-05) \
00485W (PO58056-06)
GLENDA G. SIZEMORE AS
TRUSTEE FOR THE
GLENDA G. SIZEMORE
REVOCABLE LIVING TRUST
519 BECKENHILL DR
GCPN 0123195
DB 6818, PG 157
PB 121, PG 141, LOT 1
PROFILE OVER
16" WESTLI N E
(T'P)
U PROP. 45' FITTING (HORIZONTAL)
Y W STA 18+97
/ N 790452
/ E 1801294
I /
I
I
PROP. 16" DI WATERLINE
INSTALL 27' OFF
EDGE OF PAVEMENT I 0049SW (P5805A-05)
0049SW (PO58058-06)
JOHN COFFMAN
PROP. 16" DI WATERLINE 520 BECKENHILL DR
00
INSTALL 37' OFF DB GCPN 0, P& 40
EDGE OF PAVEMENT PB 121, PG 141, LOT
PROP. 45' FITTING (HORIZONTAL)
STA 19+52
N 790413
E 1801340
PROP. 45' FITTING (HORIZONTAL)
STA 19+52
N 790404
E 1801335
PROP. 45' FITTING (HORIZONTAL) -
STA 19+85
N 790401
E 1801363
_U_ _% _
C— FOC— R
FOC FOC-
TREES
W
GENERAL NOTES:
CONTRACT SHEET
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
8 OF 55
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER
OF 2015.
SENSITIVE INFORMATION
2. DEFLECT PIPES AS NECESSARY PER
Not to be copied or
MANUFACTURER'S RECOMMENDATIONS TO
distributed without the
MAINTAIN ALIGNMENTS.
express written
KEY NOTES:
permission of the City
OPROVIDE 2'x2' CONCRETE PAD AROUND VALVE
of Greensboro.
BOX.
02 PROVIDE 4" RJ VERTICAL FITTINGS AS
REQUIRED TO ACHIEVE DISCHARGE ANGLE PER
COG STD. 119. ALL PIPE, FITTINGS AND
VALVES SHALL BE RESTRAINED JOINT.
'
03 BLOW -OFF PER DETAIL 1.
04 RELOCATE FENCE TO BACK OF PUE.
QCONTRACTOR TO CLOSE GATE VALVE AFTER
INSTALLATION.
City of
Grime Oro a
round
Q AS NECESSARY, POWER POLE SHALL BE
LoC(
¢s 1 O e
uests
SUPPORTED AND GUY WIRE SHALL BE
COG water
eso c s e
73-2033
RELOCATED BY DUKE ENERGY. CONTRACTOR
GDOT Traffi
COG/Guilf
Si a _ - -
rd Co. Telecom -
73-2606
73-2084084
IS RESPONSIBLE FOR ALL WORK AND
COG wat
r upply -
73-5855
SCHEDULING.
Tan'ka;
tment Plants-
GDOT St
r ter _
73-2569
a
1 C4 NPDES
2 3 iw General Permit
+� z Applies
J
� � 2
\\, DISTURBED AREA =
17.39 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
800
VERTICAL SCALE IN FEET
2" CORP STOP
2" CURB STOP
0 GRAVEL 790 2" WATER METER
ASPHALT 16" WESTLINE PROFILE OVER 2" DOUBLE CHECK VALVES
(NP) 16" EASTLINE " 16" GATE
I A I/(T,P) 6 FLAP VALVE mac- � VALVES
1740
710
10+41 11 +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
�rt
16" EASTLINE
(TYP)
12+00 13+00
I \-- PROP. 1009 LF
PROP. 1009 LF OF 16" DIP
OF 16" DIP WATER MAIN
WATER MAIN __l-
z
14+00 15+00 16+00
REVISIONS TYPE
ROADWAY
SEWER
AA& WATER
ISSUED FOR CONSTRUCTION SIDEWALK
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
3
\ - CREEK
_____ -
w
a
ao
a
Z H
w cn Z
a
m (N
17+00 18+00 19+00
CONTRACT ICONTRACTORI AS -BUILT I AUTH. DATE I WATER AND SEWER PERMITS
2022-041 A
2022-041 A
780
770
760
750
6" BYPASS
M
M
740
BLOW —OFF DETAIL 1
SCALE: NTS -
730
720
710
20+00 20+50
JOB NO. P-0614OA-05, P-0614OA-1
DESIGNED 12/2022 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
2" CORP STOP
2" CURB STOP
2" WATER METER
2" DOUBLE CHECK VALVES
6" FLAP VALVE
-ss*��
037518
12/16/2022 c
K-
CITY OF GREENSBORO 03C-02A
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III SHEET NO.
16" WATERLINE - LIBERTY ROAD
PLAN AND PROFILE 8 OF 55
STA 10+41 TO STA 20+50

PRIVACY FENCE
AIL WOOD FENCE
aL BAR GATE
CK WALL AND COLUMN
_ WOOD A�1D WIRE FENCE
u pVI K K \ \
I—� 773.82 511 ♦00 PROPERTY LINE\
(n(ND BURIED
PERTY LINE ��F_
-`
iV �
HJ IMF I P -6H715 O` OH/P vnn OH,(P
fV �
>
Ld
Q I \ WELL
ICI
W I iSHEDQ�
/
Q 0.
J01
� �yo
:
1 790
1 780
1 770
1 760
1 750
1 740
1 730
1 720
710 if
510+47
0102NE (P05805A-05)
0102NE (P058056-06)
SUSAN J. SCHUMACHER
AND HUSBAND
DANIEL L. COX, SR.
6327 LIBERTY RD
GCPN 0123146
DB 7689, PG 1232
91.08 SY OPEN CUT
AND REPAIR PAVEMENT
PER COG STD 107A
WOODS
PROP. 16" DI FORCE MAIN
INSTALL 10' OFF
EDGE OF PAVEMENT
PROP. 88 LF OF 30" ENCASEMENT
MIN. THICKNESS 0.312"
BY BORE AND JACK
1
\ � I
\ \ of
\ ICI
M PI I
FOC_FOC FOC FOC FOC FOC FOC FOC FOC FOC F OC 0 FOC FO FOr' FOB F FOC FOC FOC FOC FOC_FOC_FOC FOC—
C-EX. PROPERTY LINE PD o Q 1 "CM�'/ n�
-i-�--T-L-�!�\-TLTT _ TTT T TTT T-g TT T TTT TT�LTMB\ TT T TTTT_\ TT _1TL_1_ TTT -
►o LIBERTY ---- — SR3549----o�'Q -- �—-------- _
- - 513+00 - 517+00
18+nn - -
unity Eas men t /; OC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC CC- FOC FOC Q I C Fnf FnC_ FOC L�y�,FOC� FOC FOC FOC FOC FOC FOi
\- - IM ' IN ` T FOC-" "• FOC OC FOC FOC-
_ R P RA ry�
/ - ---F1P---- - -- - -- -- -- -- -- -- -- \ \ �-0—
OH P OH P OH/P OH/P OH/P OH/P- OH/P- OH/P OH/P FOC OH/P OH/P OH/P OH/P OH/P PIEDOH/P OH/P H OH/P P GUY
FOC-- FOCI AC FOCI FOC
- FOC-cnr_JkI.0 F W - /
O W I VY=x _x OC x FOC FOC FOC FOC r —
15" RCP 1
Inv. In 764.63
PIPE END BURIED
LANDSCAPE ROCKS
12" RCP
Inv. In 755.52
Inv. Out 752.82
TREES
D WIRE FENCE
ETHAN B. HOL T A ND
WIFE 1 PROP. 16" GATE VALVE
CARINA H. HOLT 0 STA 520+00
6345 LIBERTY RD N 790407
GCPN 0123133 E 1801387
DB 6670, PG 2257
PB 121, PG 57, LOT 1 /
PROP. 45' FITTING (HORIZONTAL) i
STA 519+81
3 N 790422 I�
E 1801374
I I
PROP. 45' FITTING (HORIZONTAL) i 1
STA 519+52 I '
N 790425 i
I
E 1801346 i
PROP. 45' FITTING (HORIZONTAL)
STA 519+07
N 790459
E 1801317
r i
i�
w
Inv. Out
_737.
FOC FOC FOC FOC
1-
DAMES M. BUTLER AND
WIFE,
' ROXENE A. BUTLER
I 6349 LIBERTY RD
GCPN 0123193
I DB 4445, PG 2188
I PB 121, PG 57, LOT 2
I
I
I
I I
II
I
I, I
I II I WOODS
00
I� I
L0
O
N
"FOC-
�Q1
-
X
O
m
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Inv.
_ _ _ I TREES
TREES CHAIN LINK F NCE °Q
�p1 TR ES W -T _ _ —
PTill
OLE
I7� O. I F°c5ell Io \ 2 RELOCATE GUY WIRE
W 18" RCP MB
I I---�2-----� -
�° w �� Inv. In 750.99 ---
a w O Inv. Out749.63 ( I ll \ 1 II a GARAGE
V \ CONCRET
M z I UY I 1 DRIVE �N
O \ / WIPE` N
�R25 I '�I �_ PROP. 45' FITTING (HORIZONTAL) -
z WELL I I �i �'-' STA 518+80
PP U I1-sBD N 790486 /
E 1801320
OPEN CUT AND REPAIR
GRAVEL DRIVE (13.08 TONS) I /
Y
511 +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
00485W (PO5805A-05) \ W
00475W (PO5805A-05) 00485W (P058056-06)
00475W (P058058-06) /
DOSE R ORTIZ GLENDA G. SIZEMORE AS
rRU5TEE FOR THE
AND SPOUSE, GLENDA G SIZEMORE
LUCY ORTTZ
6328 LIBERTY RD
GCPN 0123192
DB 7849, PG 106
PB 121, PG 80, LOT 1
GRAVEL I ASPHALT
512+00
REVOCABLE LIVING TRUST
519 BECKENHILL DR
GCPN 0123195
DB 6818, PG 157
PS 121, PG 141, LOT 1
FIBER OPTIC
CABLE
CROSSING
(APPROXIMATE
LOCATION)
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
ON A NEGATIVE
513+00 514+00 515+00
REVISIONS
ISSUED FOR CONSTRUCTION
I
I 0049SW (PO5805A-05)
00495W (P05805B-06)
JOHN COFFMAN
520 BECKENHILL DR
GCPN 0123200
DB 7639, PG 406
PB 121, PG 141, LOT 5
PROFILE OVER
16" DI FORCE
MAIN EXISTING
GRADE
ASPHALT
(BECKENHI
PROP. 1011 LF
OF 16" DIP
FORCE MAIN W/
CERAMIC EPDXY
LINING
W
a
aI ao
+ a+
CID
zLO
LO
Q
m W N
ALL PIPE SHALL BE INSTALLED ON A POSITIVE SLOPE OF
I% OR GREATER
FIBER OPTIC
CABLE
CROSSING
(APPROXIMATE
LOCATION)
lr—
U)
W
W,,, a.
I a
N I
E E
Q i <
zQ� \zw�
ofk-�
w�W \
.1% OR GREATER
516+00 517+00 518+00 519+00
TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER 2022-041 A
WATER 2022-041 A
SIDEWALK
GENERAL NOTES: CONTRACT SHEET
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY 9 OF 55
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER
OF 2015. SENSITIVE INFORMATION
2. DEFLECT PIPES AS NECESSARY PER Not to be copied or
MANUFACTURER'S RECOMMENDATIONS TO distributed without the
MAINTAIN ALIGNMENTS.
express written
KEY NOTES: permission of the City
O PROVIDE 2'x2' CONCRETE PAD AROUND VAULT BOX. of Greensboro.
22 AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE RELOCATED
BY DUKE ENERGY. CONTRACTOR IS RESPONSIBLE
FOR ALL WORK AND SCHEDULING.
i I
city
COG Water eso c s e
73-2033
GDOT Traffi
Si a _ _ —
73-2606
COG/Guilf
rd Co. Telecom —
73-2084
COG Wat r
upply _ — — _ — _
73-5855
Tanks �[[e
t lent Plants
GDOT St rrrl.
ter _ — _ —
73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
800 10 0 10 20
VERTICAL SCALE IN FEET
790
780
770
760
750
740
730
720 037518 -
12/16/2022 c
T i%v w 0,1
�"Fill IIIW"""
_,
710
520+00 520+58
JOB NO. P-0614OA-05, P-0614OA-1
DESIGNED 12 2022 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
K_
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III
16" FORCE MAIN — LIBERTY ROAD
PLAN AND PROFILE
STA 510+47 TO STA 520+58
03C— 02B
SHEET NO.
9 of 55

JAMES M. BUTLER AND I JAMES M. BUTLER AND I DONALD STEPHEN BUTLER
WIFE, I WIFE, AND WIFE,
ROXENE A. BUTLER ROXENE A. BUTLER I PEGGY BUTLER
6349 LIBERTY RD I 6353 LIBERTY RD I 6357 LIBERTY RD
6CPN 0123193 I 6CPN 0123194 I DB 2449, PG 591
DB 4445, P6 2188 DB 7378, P6 2436
PB 121, P6 57, LOT 2 I PB 121, P6 57, LOT 3
I
I I �
I I �
I I /
I I ,
Io=
TREES I
TREES
+ o
PAN23
I +�F X_180/733.511 ��j+/ / I PROP. FIRE HYDRANT ASSEMBLY
�ti Y=790038.748 I Q I Lei PER COG STD 101 /
Z=76/.0/9 ��� �� >
TREES �/ I o I STA 30+34
/ I � 789590 O
x_x�x 4 WIRE FENCE �+ I \+ I / TREES I _ I E 1802026
�,�x X I �WIRE FENCE /x/ TREES I < / WOODS
1 RCP TREES x� THE S x x x
O I v. In 52.04 I /
BURIED PIPE / V. Out-1750.57
Ln / / I I I I
+ / / I 0P—P — — PP—
—2)0 — MO
H /P i/qy
—I OH/P -- \
OH/P —— OH/P --
OH/P
OwH/ParOH/P OH/P
�
OH/P
O-- � O— WARNING POST GD CC— FOC FOC FOQ FOC FOC FOC FOC FOC FOC FOC FOC FOC FOI FOC FCI FOC FOCFOC FOC FOC FOC FOC FOCFOC C—C FOC FO FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
OC—
CFOF
IOPED MHT T T T
—T T T T T—T T T TT T TTT TT TTT TT TT_L—_T L--- TT — T / T — T7 7\ �T TTTTTT�T T T
_ _ — —TT�L_L--- — —LIBERTY RD SR3549
PROPERTY LINE
FOC— FOC`_C FOC FOFOC FOC FOC FOC FOC FOC { C FleF00— FOC OCqt0PFOC FOC— FOC FOC FOC FOC FOC FOC FOC— FOC FOC FOC FOC FOC FOC FO FOC FOC FOC OC C FOC FOC FOC-6 �OFOFOC FOC FOC FOC FOC FOC C— OC FOC FOC I�
FOC FOC FOC FOC— FOCFOC— FOC— FOC FOC— FOC_FOC_FOC FOC FOC FOC p FOC FOC FOC FOCI p0 GUY
C FOC FOC A FM FVFF PED—FOC OC L
Ww TREES FOC
wWOw xX � P TREES
.max x X x w x w1
O
BRUSH
OH/P OH/P OH/P OH/P
C
FOC FOC FOC FOC FOC F Q
T T T T T T T —AFI
TTTTT -- T — T-— -
FQC�oE6—Fee 0li
C FOC FOC— FOC FOC— FOC FOI
I
Wi w—71
.
x x—x_x_x WOOD ;AND WIRE FENCE Pi 111,�n P o w w w X W WWETLAND
15" RCP w w x
Inv. In 748.60 O I 1> Ix O T W 18" RCP
Inv. Out 747.58 \ IZ 3—R IL / 15" RCP c� v (L
l(D 1 ^ WO D FENCE / In�'`�• 8-- �W —� Z Inv. In 755.93
x� W Inv. Out 753.58
L�.I I 1 I 11 1 9 / / Z�-,;(D
PIPE END B IED Q Q a � // a 2 �Z 1 1 RELOCATE FENCE � 3 x�
SHED \ 1 / / / I
J 1 1 O BACK TO LOD / / }�
O WOOD DECK / � /
Will
PROP. 16" D� WATE�LlI 1 I /,/ // 1 / I � WOODS
INSTALL 24' OFF POOL
BARN EDGE OF PAVEMENT IF / PROP. FIRE HYDRANT ASSEMBLY
PROP. 16" DI WATERLINE / PER COG STD 101
INSTALL 34' OFF \ NT 25+68 O
EDGE OF PAVEMENT � _ _ � / / 9954
E 1801737
PROP. 16" DI WATERLINE
/ INSTALL 25' OFF
/ 00505W (PO5805A-05) / 00515W (P05805A-05) EDGE OF PAVEMENT
00505W (PO58056-06) 00515W (P058058-06)
MARSHA L. 6ARRT l LEONARD A. HILL (WIDOWER)
(UNMARRIED)RIED) l 1901 NC HWY 62 E
6350 LIBERTY RD /
6CPN 0123147 6CPN 0123044
DB 7735, P6 2975 08 7272, P61683, TRACT NO. 1
790 1 1 1 1 1PROFILE OVER PROFILE OVER
16" ESTLI N E 16" EASTLI N E
(TYP)
GRAVEL
IItA1
16" DI
WESTLINE (TYP)
760 - -_� ,------ ----------
750
IIl11111]
GRAVEL
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
730 PROP. 1075 LF COVER OF 4' BELOW EXISTING GRADE
PROP. 1075 LF OF 16" DIP
OF 16" DIP WATER MAIN
WATER MAIN
720 w
w a
a
W 16" DI EASTLINE a c) a M
a+ (TYP) a
P) cc of+
CD
�� 1* �to ZC4
�N ZC4 OfN 0Q
0 W
710 mc~n w mv~i
20+50 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
HER Engineering, Inc. REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
of the Carolinas
NCBELS License No. F-0116 ROADWAY
aS. h820200 Charlotte, NC 202075SEWER 2022-041 A
IM)l 704.338.6700
WATER 2022-041 A
ISSUED FOR CONSTRUCTION SIDEWALK
30+00
JOB NO. P-0614OA-05, P-0614OA-1
DESIGNED 2/2022 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
Iw
IZ
J
U
Q
GENERAL NOTES:
1. SITE TOPOGRA
PHIC SURVEY
WAS
PREPARED BY SPATIAL DATA
CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING
THE WINTER OF 2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATION
S
TO MAINTAIN ALIGNMENTS.
KEY NOTES:
OPROVIDE 2'x2' CONCRETE PAD
AROUND VALVE BOX.
RELOCATE FENCE TO BACK OF PUE.
MAINTAIN MINIMUM 3' SEPARATION
BETWEEN EXISTING FIBER OPTIC
AND PROPOSED WATERLINE.
CONTRACT SHEET
10 OF 55
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
�11 o rth 8�'
W 7 la a
www.nc811.0rg
City
COG Water es I c s e
73-2033
GDOT TI
Si a _ _ —
73-2606
COG/Guilf
nd Co. Telecom —
73-2084
COG Wat r
upply - — — _ — _
73-5855
Tanks �[[e
tment Plants
GDOT St rrrl.
ter _ — _ —
73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
800 HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
Ii•Z11
`tA1
730
720
710
31+CM+15 I K- I
I
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III
16" WATERLINE — LIBERTY ROAD
PLAN AND PROFILE
," 1 I I 1111",.14
N CAROB
SEAL
037518
4/13/2022
m w 0 ;�
03C— 03A
SHEET NO.
10OF55

JAMES M. BUTLER AND
WIFE,
ROXENE A. BUTLER
6349 LIBERTY RD
6CPN 0123193
DB 4445, P6 2188
PB 121, P6 57, LOT 2
00
11.0
0
Y !
00 — — 00 —
----------------------------
FOC— FOC— FOC FOC FOC FOC FOC FOC FOC FOC—
FOC FOC FOC FOC FOC FOC FOC
ni
— — FM —
I-W -- -- W- -- --W
I .. x xy x x—
x—
x
15" RCP
Inv. In 748.60
Inv. Out 747.58
WI
Z I SHED
J
:2 BARN
fI-OR,
fl-111111,1
fAF1111,1
flI-R,
fI&R,
WLIR,
fIPIR,
WART
520+58 521+00
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
522+00
I JAMES M. BUTLER AND I DONALD STEPHEN BUTLER
I WIFE, AND WIFE,
ROXENE A. BUTLER I PE66Y BUTLER
6353 LIBERTY RD , OPEN CUT AND REPAIR 6357 LIBERTY RD
6CPN 0123194 GRAVEL DRIVE (23.12 TONS) DB 2449, PG 591 i
DB 7378, P6 2436 I
i
IPB 121, P6 57, LOT 3
I i OPEN CUT AND REPAIR
I I GRAVEL DRIVE (20.48 TONS) '
PROP. 16" DI FORCE MAIN OPEN CUT AND REPAIR
INSTALL 12' OFF Q
GRAVEL DRIVE (17.39 TONS)
EDGE OF PAVEMENT
I
o=
TREES I
j B9 TREES
o
PAN23
X_ 180/733.511 ��
\
�ti Y=790038.748 I Q I Li I /
�F Z=76/.0/9 ��� �� >
TREES �;� I
I / ,
TREES - /
x�x x 4 WIRE FENCE �+ I � I >
x—x�x I x 4 WIRE FENCE �x TREES I / WOODS N
1 RCP TREES x x� TREES x x x x x_x i
I v. In .04 v. Ou152
N
750.57 I a +
I I
I / _- _ _ PID A2) ' BRUSH
GUY /\Ai/P OH/P OH/P OH/P POH/P OH/P -OH/P OH/P OH/P OH/P OH/P OH/P OH/P VP OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OFHO
/CP F Lao
M/P ff MKR WARNING POST GUY PIED FOC E FOC FOQ_FOC FOC FOC FOC FOC FO/I FOC FOC FOC FOC FOC FOCFOC FOC C FOC FO C FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC_FOC_FOC OC FOC FOC FOC FOC FOC FOC /
\ a MHO T T -T T-T _T TT T-T,}r,.r�T T\ T T T T T T T TTT T T T T T T T T��
-r T T T Tr _T114CL u T r T T T T T TT T T TTTTTT TTTTT TT-
T- T -T T __- T_ T __iT_ T--T T T- T T TT_ T T T T T _ T i T T TZ T- T T _T -L-Z-� L- - L-----------�----- -----------------
/
-5�4+6p LIBERTY RD SR 3 549
+GU— — — —
-- - - -- -- --- -- - -- --- - -- --- -
EX. PROPERTY LINE
— FOC FOC FOC _FOC FOC FOC FOC FOC
E {�f ---O----------------
C FOC— FOC FOC FOC FOFOC FO FOC—FOC—BO&F90HPFOC OC OC OC FO OFOC_ FOCFOC OC FOC A- FRA FeeQOC �UFee�Fee F8 FQC�OE6—Fee � F96 F9 F86FOFOe—
FO �FOCFOC—FOC F FOC CC—O—FOC FOC FOC
O _
C• .0 FOC FOC FOC- FOCFOCGuy FOC FOC- FOC FOC IMOC OC FOC FOC FOC FOC FOC- FOC FOC
OC FOC FOC FOC �FOCI I FOC FOI
TREES FOC FOCFO FOC TV PED
—W— W—, x �x x x x P TREES
'^O — W-
-z z x x x x z z x W / w— x x • M
WOO�WIR��ENC WETLAND
P o �� I/� W _ — 1 W-E-182-2
0 I 1 I x I k EES k W 18" RCP
Q a c� 15" RCP JI c� EL
I 1 \ 3-R IL /Z Inv. In 755.93
1 I� WO D FENCE 0 �I Ins-M-�59.38-- �i. x� nv nii+ 7�) �R
1 I% RELOCATE FENCE
\ 1 1 BACK TO LO D
WOOD DECK
\ POOL
\ / i
i
i
00505W (PO5805A-05) /
00505W (PO58056-06)
MARSHA L. 6ARRETT
(UNMARRIED) l
6350 LIBERTY RD /
6CPN 0123147
DB 7735, P6 2975
523+00
PROFILE OVER
16" DI FORCE
MAIN EXISTING
GRADE
GRAVEL
0PIPE END BURIED LU Q —
3j
G RAV
LLI
a
Io
l x 1 /I
00515W (PO5805A-05)
00515W (PO58058-06)
LEONARD A. HILL (WIDOWER)
1901 NC HWY 62 E
6CPN 0123044
08 7272, P61683, TRACT NO. 1
GRAVEL
WOODS
PROP. 16" DI FORCE MAIN
INSTALL 13' OFF O
EDGE OF PAVEMENT
ILLJ
z
J
U
a
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS
PREPARED BY SPATIAL DATA
CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING
THE WINTER OF 2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS
TO MAINTAIN ALIGNMENTS.
KEY NOTES:
O1 RELOCATE FENCE TO BACK OF PUE.
D
MAINTAIN MINIMUM 3' SEPARATION
BETWEEN EXISTING FIBER OPTIC
AND PROPOSED FORCE MAIN.
CONTRACT SHEET
11 OF 55
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
�11 o rah 8�'
7'11 a ��i
www.nc811.org
city
COG Water eso c s e
73-2033
GDOT Traffi
Si a _ — —
73-2606
COG/Gui1f
rd Co. Telecom —
73-2084
COG Wat r
upply - — — — — —
73-5855
Tanks �[[e
tment Plants
GDOT St Z
ter _ — — —
73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
800 HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
ri'I1]
W111
rtl0]
W-111
W111
PROP. 1064 LF
INSTALL 16" WATERLINE AND 16" FORCE MAIN
OF 16" DIP
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
FORCE MAIN W/
COVER OF 4' BELOW EXISTING GRADE
CERAMIC EPDXY
730
LINING
% N CARp�'
720 •�
SEAL
037518
4/13/2022
POSITIVE SLOPE OF 0. % OR GRE&TER
ALL POE SHALL BE INSTALLED ON A NE ATIVE
SLOPE OF R
GREATER
710 �•-�",w,w
524+00 525+00
526+00
527+00
528+00 529+00
530+00
531 +0(531 +22 K —
REVISIONS
TYPE
CONTRACT CONTRACTOR
AS -BUILT AUTH. DATE WATER AND SEWER PERMITS
JOB NO. P-0614OA-05,
P-0614OA-06
CITY OF GREENSBORO 03C-0313
ROADWAY
DESIGNED 2 2022
BY HDR
WATER RESOURCES DEPARTMENT
SEWER
2022-041 A
CONST. SURVEY
BY
Liberty Road Water & Sewer Improvements Phase III SHEET NO.
WATER
2022-041 A
CHECKED
BY
16" FORCE MAIN - LIBERTY ROAD
ISSUED FOR CONSTRUCTION
SIDEWALK
SCALE: AS NOTED
PLAN AND PROFILE 11 OF 55
STA 520+58 TO STA 531 +22

DONALD LEE STEVENSON
6415 LIBERTY RD
GCPN 0123155
D8 4673, PG 1342
1 1�
1 1
1 1
WOODS 1 cal WOODS
PROP. FIRE HYDRANT ASSEMBLY
BARN PER COG STD 101
18" RCP STA 35+15 1 O RELOCATE GUY WIRE
N 789241 0 15" RCP
Ln PROP. 2" AIR RELEASE VALVE GATGUY E P Inv. out 753.57 E 1802357 Inv. In 762.85 GUY
1 Inv. Out 762.68 PP
ASSEMBLY AND MANHOLE +� OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P PP OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH P /
4PER COG STD 1 1 6 ON/P — OH/ JFo
/P OH/P OH/P OH/P OH/P OH/P OH/P � OH P„,STA 32+54 OH/PPID�/P BRUSH PROP. FIRE HYDRANT ASSEMBLY 2PEDSN 789431 \ TREES 1 SSEE TA DETAIL 10/3D-10�E 1802179 1 TREES TREES hFOC FOC FOC=� FOC FOC FOC— FOC— FOC�y� FOC— FOC PED C M K R N 788861%� _\ r 0 0 — FO — FOC— FOC— FOC FOC FOC FO FO FOC FOCC:::
FOC F�C FOC FOC E 1802633 P ED
`� • W OC— FOC— FOC— FOC— FOC— FOC— FOC— _ — F FOC FOC FOC FOC FOC— FOC— FOC— FOC
�TTTTT—TT—TT T—Tr TTT—T T— MB TT-TTT- r�/��T PIED —
TT — TiTT—TTT TTT T— T T—TT— TT T7�-$fTC��TTT—TT— q
_ TT—TTT—TT-
- T T T T —T — — — — — L = T T T — T — T T T — T T T — T T — T T T T T T — T T — T T
q --__T T T—TTTT—TT T TT—T—TT T—TTT—TT—TT
---�--- ------------T—T — T— T—T—T T—T—T T T—T—T T—T—T T T T
IBERTYRD — \ —--TT—T—T=TT—TTT
ay -- -- —�-- -- -- -- -- -- -- -- __ SR 3549 o — — — --
s
— — — — A EX. PROPERTY LINE 37+00
— c F - cre—FBF—�6 � r - - - - - - - r - - - - - - - - -� _ - _ _ 36+00 12" coNc 38+00 39+00 40+00 3 41 +0
rmoc— �o F SIGN — — — — — — —�— -
------------
-----------------------------------------
FOC FO FOC FOC— FOC— FOC— FOC— FOC FOC FOC— FO Cf— MM — — — — — — — — — — — — — -
-1q \GUY Fly 75.. oPOST — FM N
Inv. In Inv. Out 763.31 = _ — FM FM
w fib— -- -- --VT -- -- — �— I
Ld
ZI
1810
M
1790
1780
1770
W
a
PROP. 2" AIR RELEASE VALVE
ASSEMBLY AND MANHOLE
PER COG STD 116
STA 32+61
N 789420
E 1802177
PROP 22.5- FITTING (HORIZONTAL)
STA 33+33
N 789368
E 1802226
760
750
740
730
w
a
0- rn
M
720
00515W (PO5805A-05)
00515W (P058059-06)
LEONARD A. HILL (WIDOWER)
1901 NC HWY 62 E
GCPN 0123044
DB 7272, PG 1683, TRACT NO. 1
16" WESTLINE
(TYP)
32+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
................
TREES�
TREES TREES W j \
2 = \
a a O \ \ c\
\F
1\ \ 1155" RCP ; �� \t N ` TREES N
Inv. In 763.41
o� Inv. Out 763.31 \F \
00525W (PO5805A-05) \
00525W (PO58058-06) \
GEORGE L. EAGLE AND WIFE, 00535W (PO5805A-05)
KATHERINE P. EAGLE 00535W (PO58058-06)
6412 LIBERTY RD \ BARRY D. TERRELL, JR.
GCPN 0123047 6414 LIBERTY RD
D8 2655, PG 745 GCPN 0123045
GEORGE L. EAGLE /RV FAITTDFNI DB 7702, PG 2025, TRACT 3
PROFILE OVER
16" WESTLINE
(TYP)
ASPHALT DRIVE
16" EASTLI N E
(TYP)
a
a_
a
M
M
a
X
M
+
Z
Z
M
m
m
N
33+00 34+00 35+00
PROFILE OVER
16" EASTLINE
(TYP)
G TRAVEL
18" CULVERT --------
PROP. 991 LF
OF 16" DIP
WATER MAIN
36+00
REVISIONS
ISSUED FOR CONSTRUCTION
w W Pww
EES
W PROP. 22.5' FITTING (HORIZONTAL) �J
a STA 39+35 I
N 788906
E 1802612
PROP. 22.5- FITTING (HORIZONTAL) TREES I
STA 39+46
N 788895 =
E 1802615
TREES
PROP. 22.5- FITTING (HORIZONTAL) -
PROP. 16" DI WATERLINE STA 40+05
INSTALL 18' OFF N 788849
EDGE OF PAVEMENT E 1802652 /
PROP. 16" DI WATERLINE PROP. 22.5- FITTING (HORIZONTAL)-)
INSTALL 28' OFF STA 40+16
EDGE OF PAVEMENT N 788844
E 1802663
PROP. 991 LF
OF 16" DIP
WATER MAIN
RIP t AP
TREES
00545W (P05805A-05)
00545W (PO58058-06)
BARRYD. TERRELL, TR. REPLACE RIP RAP THAT WAS
6420 LIBERTY RD REMOVED FOR INSTALLATION
GCPN 0123034
DB 7702, PG 2025, TRACT 1
------------- ------------ t ----------- ------
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
37+00 38+00 39+00 40+00
TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER 2022-041 A
WATER 2022-041 A
SIDEWALK
IZ
J
EES �
GENERAL NOTES: CONTRACT SHEET
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY 12 OF 55
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER
OF 2015. SENSITIVE INFORMATION
2. DEFLECT PIPES AS NECESSARY PER Not to be copied or
MANUFACTURER'S RECOMMENDATIONS TO distributed without the
MAINTAIN ALIGNMENTS.
express written
KEY NOTES: permission of the City
O PROVIDE 2'x2' CONCRETE PAD AROUND VALVE of Greensboro.
BOX.
OAS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY DUKE ENERGY. CONTRACTOR IS
RESPONSIBLE FOR COORDINATING ALL WORK '
AND SCHEDULING.
I
O3 CONTRACTOR SHALL CLOSE GATE VALVE AFTER
INSTALLATION.
City of GIr6ensbo-r-o-LIncilel rounc
Loca � I o e uests
COG Water es0 c s e 73-2033
GDOT Traffi Si a 73-2606
COG/Gui1f rd Co. Telecom — 73-2084
COG Wat r upply _ — — — — — 73-5855
Tanks �[[e tment Plants
GDOT St rni, ter _ — — — 73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
810 HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
800
790
780
770
760
750
740
N CARp�'
730 •'F ES,
SEAL
037518
4/13/2022
720
JOB NO. P-0614OA-05, P-0614OA-1
DESIGNED 2/2022 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
K-
CITY OF GREENSBORO 03C-04A
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III SHEET NO.
16" WATERLINE — LIBERTY ROAD
PLAN AND PROFILE 12 OF 55
STA 31 + 15 TO STA 41 +06

PROP. 22.5' FITTING (HORIZONTAL)
STA 533+41
N 789382
E 1802247
PROP 22.5' FITTING (HORIZONTAL)
STA 533+06
N 789404
E 1802220
BARN
DONALD LEE STEVENSON
6415 LIBERTY RD
GCPN 0123155
DB 4673, P61342
60.85 SY OPEN CUT
AND REPAIR PAVEMENT
PER COG STD 107A
1 \�
1 \
WOODS
GUY 18" RCP \\ 0 15" RCP
n 4.98 V1 Inv. In 762.85
BARE F Inv. Out 753.57 \
P PP 1 \ Inv. Out 762.68
+ OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P —
OH/P
OH/P I
a
oZ\ I 1
PP OHY
TREES/P
OW' n OH/P OH/P OH/P OH/P OH/P OH/P BRUSH / I I
Y' GU� I I I MKR
C FOC FOC FOC FOC FOC FOC FOC FOC— FOCI- FOC IOC— FOC C FOC
FOC FOC P E D�C O FOC FOC FOC FOC}— FOC FOC FO FO FOC FOC FOC FO1 F�C �'0 T FOC
I T T T T—T T T T o T T T MB T T T T T T T T T T T T T T T_ �-7 �RH�-rT T—
—i — T— i —T— — T— T T T T —T— T— =� T T T— — T—T T T— T— — L— T T T —T — T T T T T T T T _T_ _ T T T-
- g 534+00 535+0 LIBERTY RD 536+00 5,
1 o -- -- — -- -- ---- -- -- -- -- -- --
EX. PROPERTY LINE 12" CONC
— — — — — — — — — — — — — _ _ _ _ _
iC F BE—�FJOC fl00FO — — — — — — — — — — — — —
FOC F FOC FOC FOC FOC FOC FOC FOC FOC— FOC \ SIGN
FocOS o 15» oPOST
"GUY Inv. In IFM FM
nv. Out 763.31
—W��_W� PPS.
W 'TREES v TREES W
2
UJ
Z \\ y \\ N \
_J 1\ 15 RCP
= Inv. In 763.41
=\Inv. Out 763.31
Q
\
00515W (PO5805A-05) 00525W (P05805A-05) \
00515W (P058058-06) 00525W (P058058-06)
LEONARD A. HILL (WIDOWER) \
1901 NC HWY 62 E 6EOR6E L. EAGLE AND WIFE, \
GCPN 0123044 KATHERINE P. EAGLE
DB 7272, P61683, TRACT NO. 1 6412 LIBERTY RD \
GCPN 0123047
D8 2655, P6 745
6EOR&E L. EAGLE
(BY ENTIRETY)
1 810
m
1 790
FIBER OPTIC
CABLE
780 CROSSING
(APPROXIMATE
LOCATION) —
1 770
1 760
1 750
1 740
1 730
1 720
531+22
F)l
532+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
LL PIPE S
533+00
ASPHALT DRIVE
18" CULVERT
OPEN CUT AND REPAIR
GRAVEL DRIVE (14.65 TONS)
WOODS
PROP. 16" DI FORCE MAIN —�
INSTALL 6' OFF RELOCATE GUY WIRE 2
EDGE OF PAVEMENT O
--�- GUY
PP +
OH P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH P
2PEDS
Lo
TREES TREES
PED I()
C FOC FO FOC FOC IOC— FOC FOC FOC FOC FOC FOC FOC et FOC FOC FOC FOC FOC FOC FOC FOC FOC FO
PED
TTTT TT TT TTTT — TTTT TTTTTT--TTTT — T T T
— TTT T — TT — T_ TT — T TTT_ TTT _— TT TTT_ TTT TTT
i +00 SR 3549 538+00 539+00 os. — 540+00 — — — T — 541 +0
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \--------------- ----
_ _ FM 1 FM FM FM FM w M Y
TELLSo
tom
—REES W RIP/AP
TREES
— — v
Z
N - TREESW W
U
T EES Q
\�\\ TREES
00535W (PO5805A-05)
00535W (P058059-06)
BARRY D. TERRELL, JR.
6414 LIBERTY RD
GCPN 0123045
DB 7702, P6 2025, TRACT 3
BE INSTALLED ON' A POSITIVEI SLOPE OF 10.1 % OR GREATER
534+00 535+00 536+00
REVISIONS
ISSUED FOR CONSTRUCTION
GRAVEL
537+00
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
PROP. 991 LF
OF 16" DIP
FORCE MAIN W/
CERAMIC EPDXY
LINING
00545W (PO5805A-05)
00545W (PO58058-06)
BARRY D. TERRELL, JR. REPLACE RIP RAP THAT WAS
6420 LIBERTY RD REMOVED FOR INSTALLATION
GCPN 0123034
D8 7702, P6 2025, TRACT 1
PROFILE OVER
16" DI FORCE
MAIN EXISTING
GRADE
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
538+00 539+00 540+00
CONTRACT ICONTRACTORI AS —BUILT I AUTH. DATE I WATER AND SEWER PERMITS
2022-041 A
2022-041 A
541-800 + 13
810
:�e
790
780
770
760
750
740
730
720
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER
OF 2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO
MAINTAIN ALIGNMENTS.
KEY NOTES:
O MAINTAIN MINIMUM 3' SEPARATION BETWEEN
EXISTING FIBER OPTIC AND PROPOSED FORCE
MAIN.
(DAS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY DUKE ENERGY. CONTRACTOR IS
RESPONSIBLE FOR COORDINATING ALL WORK
AND SCHEDULING.
JOB NO. P-0614OA-05, P-0614OA-1
DESIGNED 2/2022 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CONTRACT SHEET
13 OF 55
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
�11 o 7 1.a
www.nc81orh 8��'
hot g
City
COG Waeso c s e
73-2033
GDOT Trfi
Si a _ — —
73-2606
COG/Guf
rd Co. Telecom —
73-2084
COG Wa
upply _ — — — — —
73-5855
Tanks;[[e
tment Plants
GDOT Strrl.
ter _ — — — L
73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
I K_ I
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III
16" FORCE MAIN — LIBERTY ROAD
PLAN AND PROFILE
STA 531 +22 TO STA 541 + 13
N CAROB
SEAL
037518
4/13/2022
'�, yE1tV W �N ��•
03C— 04B
SHEET NO.
13OF55

DONALD LEE STEVENSON
6415 LIBERTY RD
GCPN 0123155
DB 4673, PG 1342
11
CAROLYN H. COLEY
6431 LIBERTY RD
GCPN 0123123
PROP. 45' FITTING (VERTICAL) OB 7101, PG 2788 &
DB 5160 PG 157
l CLIFTON L. ELLIOT, LIFE TENANT
/ AND WIFE,
RUTH ELLIOT, LIFE TENANT
/ AND ELIZABETH ELLIOTT COBEE
l AND LARRY D. COBLE
6441 LIBERTY RD
3o Inv. I RCP STA 41 +25
PROP. 22.5Inv. Out 754108 N 788759 STA 48+07• FITTING (HORIZONTAL) , DB 7844,I23520 PG 1293
E 1802733
N 788242 /
PROP. 45' FITTING (VERTICAL) E 1803176 /
STA 41 +34 PROP. 22.5' FITTING (HORIZONTAL)
N 788752 STA 47+78 i
E 1802738 N 788265
E 1803157
SH D z PROP. 22.5' FITTING (HORIZONTAL) 1—SBD
PROP. 45' FITTING (VERTICAL) PROP. FIRE HYDRANT ASSEMBLY PROP. 22.5' FITTING (HORIZONTAL) }/� I -� STA 48+18
STA 41 +72 PER COG STD 101 STA 47+64
WOODS N 788723 STA 45+45 N 788272 I—% ' E 1803179 ��°
E 1802762 \ N 788446 E 1803146N} \ LANDSCAPING
_ o�
E 1803012 O R NS WOVEN RE `J `� / PROP. FIRE HYDRANT ASSEMBLY \
TREES PER COG STD 101 1
PROP. 45' FITTING (VERTICAL) GUY }, STA 51 +04 0
STA 41 +83 i N 788001 0
3 METAL OSTS / E 1803349 0
/P OH/P OH/P OH/P OH/P OH/P OH N 788715 /P�OH/P PP OH/P WITH CHAT
/ OH/P OH/P OH/P OH t RAILROAD
co E 1802769 °H °H/P OH/p OH/P OH/P \LANDSCAPI
O � \OH Q / OH/P OH/P OH/P OH/P H/p 0 / T EES TIES
\ /p FLAG POLE OH/� /P OH/P OH/P H P
+ \ °H/p \ L J TREES / OH/P OH/p OH/P OH/P OH/P DID
_ I OH/P OH/P
� THE � TREES � °H/p �I P PIED �
OC OC FOC FOC FOC FOC 0 FOC FOC-FOC FOC FOC- F P E D C C \ FOC FOC FOC FOC FOC F°COH/p F FOM�- FoC FOC FOC- FOC- FOC-KIR 2
FOC- FOC- FOC- FOC- FOC FOC- M K t— C 0 N C STEPS a / °"I a +
��C 11 a C� FOC� FOC FO FOC�� OCf'E fOL°�-� - f'O FOC FOC FOC FOC FOCI ®H� FOC FOC o FOC FOC C FOC FOC
�T TT T T T T T TTTT TTTT TT TTT TT TTTT TT TTTTTT TTTTTTT TT --- �- -- - /__ _
___ ROCK LANDSCAPE °"fP Q-T T T - TT- Ti i TTTTTT TTTT T T-'TTTT TTTT TMB T \�y�TTTTTT TT TT T T T T\ T TT�Y�T TT TT T,fP-T TT - - -TT---T - - -Ti - 7-i---7�
(/•)I 15" RCP ��
----- _ _ _
--
-------------
--------------
Inv. In 771.61 — -- -- -- -- -- -- -- — H/p\ / RI D TELE MH &P, --- \ --- Q
-- -- -- -- -- _ _ Inv. Out 770.2� — X. PROPER LINE °N/p — — — — — — — — O"IP� — — — �— —
42+ 43+00 44+0� LINTY R SR 3 544+00- \OH �00 _ oyq 48 00 �� N,P 49+00 - - - --+09— - - 51 + 0
-- ----- --——————— — — ---- MB----------
rt------------ _
B — FM 2.0' Utility Esement-- ----------------
— — — — — — — — — — — \ — — — — _ — — — — — — — — — — — — — �—
�er — — — — — — — — — — — — — —P — — — —
RIP R P SIGN p/ o=� PB 108,`PG 30) rM ` FM — FM — FM — �� FM — P��°"� All� P�4M°^:Er;r VIILIITEASLIMILN FM � FM
Sao�/P oy o"I B 8209, PG. 2880 SIGNTV TV Q�
N W PP W W /P o W SEE T �Pp SOW W
TV TVr.T I R1o� \ W W W ool oy W W W TV P`�
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\ \ 20' Utili y E semen, (per j GUI
- OH/P OH/P �Ip
\ c \ PB 109, G 24) I ( WELL \ I ` PROP. 16" DI FORCE MAIN o
p\ I J Ga P �F
INSTALL 6 OFF 2
EDGE OF PAVEMENT PROP. 2" AIR RELEASE VALVE LtT
L4
ZI \� �GF\\ PROP. 45' FITTING (HORIZONTAL) / ��% \ ASSEMBLY AND MANHOLE �o�P��
J STA 43+42 `� wooDs PER COG STD 116 / a W
\ STA 49+38
U \ \ E 1802870 \ / I I N 788139 �� fy�tii oti�° I Z
Q \ i / 1 SBD STA 43+75FITTING (HORIZONTAL) E 1803256 GARAGE / yP0'6°"�`$ _
0
PROP. 45' FITTING (HORIZONTAL) E 802891 E Q
STA 43+47
N 788585
E 1802869 /
PROP. 45' FITTING (HORIZONTAL)
0055SW (P05805A-05) STA 43+71
00555W (PO58058-06)
15" RCP JOHNNIE E. HAMIL TON
Inv. In 765.25 AND WIFE, I
Inv. Out 763.91 KATHY F. HAMIL TON
6424 LIBERTY RD
GCPN 0123037
DB 6161, PG 1922
PB 109, PG 24, LOT 5
KATHY F. HAMILTON
(BY ENTIRETY)
ESTATE FILE 08E748
1820
1810
M
1790
N 788567
00565W (PO5805A-05) E 1802885
00565W (PO58058-06)
JAMES E. SIMMONS AND WIFE,
WENDY W. SIMMONS
KATIE DANELLE SIMMONS
JOINT TENNANTS W/ RIGHT OF SURVIVORSHIP
6428 LIBERTY RD
GCPN 0123107
DB 6150, PG 2255
PB 109, PG 24, LOT 4
GENERAL NOTES: CONTRACT SHEET
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY 14 OF 55
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER
OF 2015. SENSITIVE INFORMATION
2. DEFLECT PIPES AS NECESSARY PER Not to be copied or
MANUFACTURER'S RECOMMENDATIONS TO distributed without the
MAINTAIN ALIGNMENTS.
express written
KEY NOTES: permission of the City
O PROVIDE 2'x2' CONCRETE PAD AROUND VALVE of Greensboro.
BOX.
O AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY DUKE ENERGY. CONTRACTOR IS
RESPONSIBLE FOR COORDINATING ALL WORK '
AND SCHEDULING.
i I
city
COG Water eso C s eIm—
GDOT Traffi
Si a _ —73-2606
COG/Guilf�rd73-2033
Co. Telec73-2084
COG Wat r
upply - — — —73-5855
Tanks �[[e
tment Plants
GDOT St rrrl.
ter _ — — —73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 AC
EG—
PROP. 16" DI WATERLINE - Oils DISCLAIMER
INSTALL 18' OFF BLOCK
EDGE OF PAVEMENT 00575W (P05805A-05) BLDG Objects on this map shown
00575W (P058058-06) (Dwisurveyed, the with a dotted linestyle were
" MARYE. HEMPHILL " (y not , were
PROP. 16 DI WATERLINE 1925 NC HWY 62 E PROP. 2 AIR RELEASE VALVE + Y Y
ASSEMBLY AND MANHOLE `� ,- compiled by photogrammetric
INSTALL 28 OFF GCPN 0123040 - methods, available on the
EDGE OF PAVEMENT D8 3683, PG 860 PER COG STD 116 ,
(D81253, PG 582) STA 49+52 �6Z Geographic Information
UNKNOWN HEIRS OF N 788123 �( N�'�cR�w, System (GIS) software used
MARY HEMPHILL P QV0
BK 0101, PG 1453 E 1803257 NAG o Iw\�aUN� EP by the City of Greensboro.
PR RV A19
NO �
PROFILE OVER
16" WESTLINE
(TYP)
GRAVEL __ _------ _
GRAVEL I -------- - I /
1780
1770
1760
30" RCP
1750
- - - - - -
- - -
PROP. 1010 LF
OF 16" DIP
WATER MAIN
PROP. 1010 LF
OF 16" DIP
WATER MAIN
W
a
W
a
LU
a
W
a
0-4.740
a
a
a�
am
a
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N
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a
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Z
a
Z
�
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WH
W
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W
m
N
ZFa--�
W
(n m
W
ISK111
42+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
11N11tl11
EL111I11
IM1111
EPM1111
REVISIONS
ISSUED FOR CONSTRUCTION
PROFILE OVER
16" EASTLINE
(TYP)
16" WESTLINE
(TYP)
---------------------- f -- r-------t------ -
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
EMIT f-11111f,
TYPE CONTRACT CONTRACTOR AS —BUILT
ROADWAY
SEWER 2022-041 A
WATER 2022-041 A
SIDEWALK
16" EASTLI N E
(TYP)
49+00 50+00
AUTH. DATE WATER AND SEWER PERMITS
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
820 VERTICAL SCALE IN FEET
810
-ix
790
780
770
760
750
` N CARp'
SEAL
037518
740 :4/13/2022
w
_ I I
51+081+16
JOB NO. P-0614OA-05, P-061407
DESIGNED 2/2022 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
K_
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III
16" WATERLINE — LIBERTY ROAD
PLAN AND PROFILE
STA 41 +06 TO STA 51 + 16
03C— 05A
SHEET NO.
14OF55

U)
LLJ
zl
J
U
a
DONALD LEE STEVENSON
6415 LIBERTY RD
GCPN 0123155
DB 4673, P61342
30" RCP
Inv. In 752.31
Inv. Out 754.08 ,
- OPEN CUT AND REPAIR
GRAVEL DRIVE (17.69 TONS)
Ir
OPEN CUT AND REPAIR
GRAVEL DRIVE (19.29 TONS)
CAROLYN H. COLEY
6431 LIBERTY RD
GCPN 0123123
D8 7101, PC 2788 &
DB 5160, P6157
/
/
/
i
CLIFTON L. ELLIOT, LIFE TENANT
AND WIFE,
RUTH ELL -TOT, LIFE TENANT
AND ELIZABETH ELLIOTT COBLE
AND LARRY D. COBLE
6441 LIBERTY RD
GCPN 0123520
DB 7844, P61293
SHED 1
\ SHED j/ I z 1—SBD
} bi
J
WOODS9:1-0
0
LANDSCAPING
Q�
\ RUINS WOVEN WIRE FE CE oy
TREES /
\ GUY I/
N
ROP. 16" GATE VALV N
3 METAL POSTS / STA 549+11 ° GUY Q
/P H/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P OH/P � p�{IP OH/P OH/P OH/P OH P � WITH CHAIN
\\ -' \OH/p\OH / OH/P Qp"/p OH,p OH/P OH/p 0"/P 0"/P OH,P OH/P OH }� / TREES RAILROAD N 788170 O LANDSCAPING r
\ /p\°H/p\FLAG POLE w TREESo"�� °H/P OH/P OH/P H P
///��� � � / OH/P ,p1803?b46 PP 'ln
(, , I / OH/P OH/P OH/P OH/P L+ TREES TREES \ °H/p >•�o PP P
PIED ` \OH/p� �e IMI�KIIR �- MK It�� RF IN BALL CONC STEPS IP/ a PED IQ
OC FOC FOC FOC FOC 0 FOC FOC FOC FOC FOC F FOC C OC FOC FOC FOC FOC FOC FOC FOC C 00 FOC— FOC— FOC— FOC FOC— FOC FOC— FOC— FOC— FOC A FOC— FOC FOC� FOC FO FOC=KPOC FOC FOC FOC FOC FOC �C FOC FOC� FOC FOC FOC FOC FOC I~
/ \ — — ROCK LANDSCAPE 0"IP�
TT—TTTTTTT TTTT T TTT TT�—T TTTTTTT T—\r�TTTTTTTTT TTT TT--- ----------------------- ----------- ------ -----
MB \-f-- \-- ��---------------I
____(n
T77TTTT7�TT — TTT7 TT — T TTATT T777TT 7�TT�TT—TT77T TTTT T T�—T T T T T—�P�TT—TT TT�fP--TT—TT—T TT TT T_T -----------_ _____________ _____ —-
-----------15" RC �0H/p _/-_ _- __ __549+00- -- ------ 550+00 --_--------551+00
\\ 542+00 Inv. I n 1?4 54 +00 545+00 546+00 \ OH _ _ _547+00 A R D TELE M H °",P �
-- — Inv. Out �%0.2�-- -- oi� -- -- -- -- -- -- -- ----��oHip °H� -- -- -- -- -- -- — ---
--
EX. PROPER LINE
LIBERTY RD SR 3549 _ _ P�
7 — ------ ------— — — — — — — — — — — — MB —---------- --rt--------------------- °HAP _ - °% —--------- —----------------- -- -- -
-----------------
0 Util't sement — — — — — -
- \ --
P
IP RAP SIGN o 02� P 10 , P \ IFM FM FM����+n FM FM P FM FM P� FM
W °H/p °tiA /°"� B 8209, PG. 2880 SIGN
\ / O W \i-A °H/per ' ~o"IPF' SEE TRUMENT FOR DIMENSIONS F� vv W
T---� \ — — —
\ 20' Utility E s G 24 per
WELL \ \ I ` j�GUT 'y ce
�P ° /p -OH/POOH/P��/P q
PB 109, ) I \ PROP. 1 6" DI FORCE MAIN a "
PROP. 2 AIR RELEASE VALVE
INSTALL 6 OFF I\ ASSEMBLY MANHOLE ' ���� �� _ _ F EDGE OF PAVEMENT '� a Lv
o \ \ PER COG S D116 is y/ IZ
o
STA 549+02�P�� J
WOODS N 788178 / a � 2
INTERMMITTENT / E 1803240 d U
X STf,'1�AM
\ \ S—E-1 2-2 ` I �I / 1—SBD \
\ I \
\ I /
00555W (PO5805A-05)
830
820
810
800
790
GRAVEL
780
770
760
0
750
740
01
541 + 13
F)l
00555W (P058058-06)
15" RCP JOHNNIE E HAMILTON
Inv. In 765.25 AND WIFE,
Inv. Out 763.91 KATHY F. HAMIL TON
6424 LIBERTY RD
GCPN 0123037
D8 6161, PC 1922
P8109, P6 24, LOT 5
KATHY F. HAMILTON
(BY ENTIRETY)
ESTATE FILE 08E748
30" CULVERT
542+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
PIPE S
543+00
GRAVEL
00565W (PO5805A-05)
00565W (PO58058-06)
JAMES E SIMMONS AND WIFE,
WENDY W, SIMMONS
KATIE DANELLE SIMMONS
JOINT TENNANTS W/ RI6HT OF SURVIVORSHIP
6428 LIBERTY RD
GCPN 0123107
DB 6150, P6 2255
P8 109, P6 24, LOT 4
BE INST,
544+00
PROFILE OVER
16" DI FORCE
MAIN EXISTING
GRADE
PROP. 1009 LF
OF 16" DIP
FORCE MAIN W/
CERAMIC EPDXY
LINING
ON AI POSITIVE SLOPE OF 011% OR GREATER
545+00
546+00
REVISIONS
ISSUED FOR CONSTRUCTION
00575W (PO5805A-05)
0057SW (P058058-06)
MARY E HEMPHILL
1925 NC HWY 62 E
GCPN 0123040
D8 3683, P6 860
(D8 1253, P6 582)
UNKNOWN HEIRS OF
MARY HEMPHILL
8K 0101, P61453
547+00
TYPE CONTRACT
ROADWAY
SEWER 2022-041 A
WATER 2022-041 A
SIDEWALK
GARAGE
1—S
BLOCK
BLDG
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
PIE OF 0.1
ti I-_
Q
/ yP "q
548+00 549+00 550+00
CONTRACTOR AS —BUILT I AUTH. DATE I WATER AND SEWER PERMITS
EG
+3
�ry
C
�I►�MrLO FS04 G\S
EOVp\� EP
PRvSG stAm
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER
OF 2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO
MAINTAIN ALIGNMENTS.
KEY NOTES:
O PROVIDE 2'x2' CONCRETE PAD AROUND VALVE
BOX.
O AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY DUKE ENERGY. CONTRACTOR IS
RESPONSIBLE FOR COORDINATING ALL WORK
AND SCHEDULING.
830
820
810
:M
790
780
770
760
750
740
551 +O(551 +22
JOB NO. P-06140A-05, P-0614OA-1
DESIGNED 2/2022 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
I:�
CONTRACT SHEET
15 of 55
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
�11 o rah q
�'
www.nc811.orgff
City
COG Water le c s e
73-2033
GDOT ' 1 fi
Si a _ — —
73-2606
COG/Gui1f
rd Co. Telecom —
73-2084
COG Wat
r
upply - — — — — —
73-5855
Tanks
��[[e
men Plants
GDOT St
rrrl.
ter73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III
16" FORCE MAIN - LIBERTY ROAD
PLAN AND PROFILE
STA 541 + 13 TO STA 551 +22
N CAROB
SEAL
037518
4/13/2022
t W 0
03C— 05B 1
SHEET NO.
15OF55

820
810
-
790
780
770
DAMES EDGAR ALLRED
AND WIFE
\ LOU ETTA ALLRED
4768 OLD JULIAN RD
PROP. 45' FITTING (HORIZONTAL) GCPN 0123523
` STA 51 +27 DB 1751, PG 264
\ N 787988
E 1803370
PROP. 45' FITTING ORIZONTAL)
\ STA 51 +35
N 787988 �1AMES E. ALLRED AND WIFE,
E 1879 83 1-SBD LOU ETTA ALLRED
\ 770 4772 OLD JULIAN RD
/ GCPN 0123503 \ \ O \
\ DB 3683, PG 860
PROP. 45• FITTING (HORIZONTAL) 051\ •� \
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER
OF 2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO
MAINTAIN ALIGNMENTS.
KEY NOTES:
O1 PROVIDE 2'x2' CONCRETE PAD AROUND VALVE
BOX.
O AS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
` STA 51 +41 00.\ TREES P OPANE TANK RELOCATED BY DUKE ENERGY. CONTRACTOR IS
\ \ RAILRO D N 787982 \ `� : 44,
�\ o BO LARD, TYP 1-S BUSINESS 0 RESPONSIBLE FOR COORDINATING ALL WORK
TIES \ E 1803383 wooDs ' �yq \ �09XI � _ _ _ _ - - a AND SCHEDULING.
15" CP BILLBOARD J� 1 0 0
\ \ ` Inv In 789.12 I `•GT 0
TREES \ I Out 9.12 PROP. 45' FITTING (HORIZONTAL) / L o ` \\Inv. out / °N`�o CONC U
0 CONTRACTOR SHALL CLOSE GATE VALVE AFTER
\ STA 51 +50 GUY \ \ �64.78 / INSTALLATION.
INTERMITTEN GRAVEL D IVE � -
79 In ��STREAM / CANOPY ASPHALT
E 1803370 GU GUY \° 767. 3 \\ �` G \ST B-182- / IQ/ ASPHALT
Yard Inlet �i GUI � r :� GUY A
OH/P
�C�y�J// OH/P °aQ
-I-OH/P p OH OH/P ° Grate 785.40 MKR UTIL r
off P PP MKR v PP MK \ \ �- - - IP � P OH/P OH/P T�T�
® I I Boo,\,7V 1 \ T M OH/P OH/P OH/P OH/P / ��/ -�l IR.$ _T--- T FOCV i
I U S M K / °H/P OH/� OH/P OH/P OH/P OH/P OH/rc r OH/P OH/P OH/P OH/P OH/P OH% H 0 p OH/P OH P OH/P OH P{ =p _EX•T s i FOCI
_ L_J FOC Y'D _ _ _ _ _ �I I 8OC FOC FOC �� FO 0�/P PP
- FOC-CON FOC FO Fbd--`+�`i0C FOC FOC FOC FOC FOC FOB FOX G Fv-OCY FO 0 FOC C FOC FOC FOC FOC FOC FOC FOC- FOC-k� FOC F FF6ET�*,qCw FOC FOC� F EFOC FO OCR P P T T - T - T P E D T - T T T T - T - r� T - T - T
RET NING -I iViV rLV ,RAT \
--WA --- -�-- -�� ------------------------ �------------e - --- -------------------------- PAD fy�d tik INLET SIGN. \\ �FOC�FOC FOG- FOG- FOGFOC-FO FOG-FOG-FOC-F�C T C-FOG
-!/
r r r -?�- -- fib- --_ -° T--- °----------------------- O �� o, 6 _ T—T—T - LANDSCAPING
--- - -- �tY' T--T--TT - T--L-�- T--L-� -T-T�'-���T--T L-1_ T--TT TT__ T __-�-- ��r9L T T T T -L; T- _ � -
_\� ° / _ __ LIBERTY RD SR 3 549 - - - - y�� �� ISLAN , T-S T- T - - NCTHWY
°
EX. PROPERTY LINE - - a - - _ _ _
--_ Inv. Out 784.72 f °" __ --
I --------- -- _---- - --- o---- --- GRASS - o
F M 18 VC ° PE �1 _777 b j---- --- --- _���5--/-7--Q- —
SIGN _ R NE Fl� F*sf#E#FI- -� - - - - _ - _ - - - _ _ 59+ - -- _ _ �0 00 W
5 o `-- 366, P� 1394 -I- 7- - - - - - - - - - - - - - / FM
_ a k SIGN - -� - P- 00 GRAVEL A h
G� OH/P —�� OH/ ,;CT. - _ _ _ _ _ SEE T ENT FOR DIMENSIOtJ,S / / �� T � - - vn A - ` p i 9
r--------------- P nm7l,
I / ° P BE)EL --dam ° i FOC \ L �� -- _-------/-� SIGN W H/
- - --- -- - -- _ o/
I P off/� OH/P _ ZJ`' CONC V UL�-Lr1r<v� q o , MKR�� _ _ 1 - - - _ _ / �/ /%' ��GRAVEI - �- EG - - - - _ _ W —
P POST O��e \ z ; / �`- y- - -�' _ �_ , ��WMFNT F(, P OH P% H/P OH/P OH/P OH OHIP L'GTOH/P
a \ WELLHOUSE 1-S BUSIf�E$S o I J i ��,� i - - - _ - - ° - - -L _ ^ -i htt�
\ I -° `/ G f��Q9 ASPHALT - �- - - - - - W — -- 1— OH/P— W
I 00585W (P05805A- �5)� / PP A PHALT ` iGoi %"P` �� -�� _ IGN �\ °"/P
I I M 00585W (P05805B-U81, _� ELEC _ '- -7
wI CAROLYN HEMPHILL COLEY a BOX _ �T �' i %SIGN -� ��� PP \ °H/ SIGN L GAPING J
Z I POST \ GRAV L� - �,/ W P V. Out ° P \ �\ LAJ j
J I 192GCPN 0123500 2 E o f o 5--__ i/ �P 6 6. / oNl \ J \ O \\ 3 O + 6+90 �� _ - �0 0 bgh766.83 �\ P \ o a = CEMETERY
PROP � FITTING RORIZONTA o� - EPA` - / E \
U DB 6946, PG 2364� 5��f7 (
(� TRF� �Cv� °NIP \ \�% \ FL 0 2
-�s7s�r ` o�, -� 3
Q I _ = - -EG GRAVEL RIVE
--I. EL RIVE EG - / ice' �' ` / C ° '� \ \V \1 \ ��/T_
PROP. 45*
I a 5A - / % W / STA 53+02 FITTING (HORIZONTAL)
_ VVV
N 787862 \ E 1803280
\ 00605W (P05805A-
05)
RELOCATE GUY WIRE O2 00605W (P058058-06)
PROP. 45' FITTING (HORIZONTAL) \ DR CLYDE GILMORE
/ STA 52+99 MEMORIAL PARK
CORPORATION
I I / E 187863 00595W (PO5805A-05) PROP. 118 OF 30" ENCASEMENT 6504 LIBERTY RD
00595W (PO5805B-06) MIN. THICKNESS \0.312' GCPN 0123505
NANCY HARRILL FISHER
AND HUSBAND, PROP. 22.5' FITTING (HORIZONTAL) BY BORE AND JAM DB 1975, PG 177
w D8 1976, PG 571
PROP. 45' FITTING (HORIZONTAL) RAY ANDREW FISHER, JR. STA 58+45 PROP.118 LF OF 30 ENCASEMENT DB 2241, PG 338
/ STA 53+00 4806 OLD JULIAN RD N 787544 MIN. THICKNESS 0.312 PB 103, PG 19
N 787856 GCPN 0123027 E 1803720 BY BORE AND JACK \ PB 93, PG 131
E 1803264 D8 3283, PG 700
PROFILE OVER
16" WESTLINE
(TYP)
PROFILE OVER
16" EASTLI N E
(TYP)
GRAVEL
--r 16" WESTLINE
NC 62 (ASPHALT) /— (TYP) I
JULIAN TRADING POST, LLC
6505 LIBERTY RD
GCPN 0123588
D8 7444. PG 181
PROP. 22.5' FITTING (HORIZONTAL)
STA 58+50
N 787549
E 1803730
_---18" CULVERT
\ lip
PROP. FIRE HYDRANT ASSEMBLY
SEE DETAIL 10/03D-10
STA 60+25 0
N 787418 1
E 1803846
_ ---------------- __
- \\ J'- -----
CONTRACT SHEET
16 OF 55
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
All
www.nc811.org
City of Grime1 )*IvOTat"el grounc
Loca 1 o e uests
COG Water eso s e 73-2606
GDOT Traffi Si a _ - - 73-2606
COG/Guilf rd Co. Telecom - 73-2084
COG Wat r upply - - - - - - 73-5855
Tanks e tment Plants
GDOT St r ter _ - - - / 73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
820
VERTICAL SCALE IN FEET
810
790
780
770
16" EASTLI N E
-
760
(TYP)
PROP. 1114 LF
760
OF 16" DIP
WATER MAIN
750
PROP. 1114 LF
750
a
INSTALL 16" WATERLINE AND 16" FORCE MAIN
OF 16" DIP
WATER MAIN
a
a
�`•�`,�N CAROB''%,�
SS•'
a
a^
a N
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
a
a a
a
,
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a�
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COVER OF 4 BELOW EXISTING GRADE
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ar �0)
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+16
52+00
53+00
54+00 55+00 56+00
60+00
61
62+00
62+60
51
57+00
58+00
59+00
+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, INC 28202-2075
704.338.6700
REVISIONS
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
CONTRACT ICONTRACTORI AS —BUILT I AUTH. DATE I WATER AND SEWER PERMITS
K— II
JOB NO. P-0614OA-05, P-0614OA-06 CITY OF G R E E N S B O R O
DESIGNED 12/2022 BY HDR WATER RESOURCES DEPARTMENT
03C— 06 A
SHEET NO.
16OF55
ISSUED FOR CONSTRUCTION
2022-041 A
2022-041 A
CONST. SURVEY BY Liberty Road Water & Sewer Improvements Phase III
CHECKED BY 16" WATERLINE - LIBERTY ROAD AT OLD JULIAN ROAD
PLAN AND PROFILE
SCALE: AS NOTED STA 51 +16 TO STA 62+60

\
\
\
\
\
\
1-SBD
TAMES EDGAR ALLRED
AND WIFE
LOU ETTA ALLRED
4768 OLD JULIAN RD
GCPN 0123523
DB 1751, PG 264
171 LF OF 30" STEEL ENCASEMENT
BY BORE AND JACK
JULIAN TRADING POST, LLC
6505 LIBERTY RD
GCPN 0123588
D8 7444. PG 181
331.21 SY OPEN CUT
AND REPAIR PAVEMENT
PER COG STD 107
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER
OF 2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO
MAINTAIN ALIGNMENTS.
KEY NOTES:
P OPANE TANK
o BO LARD, TYP 1-S BUSINESS 0 r
_ — a
— — — — — — I o '�"
L'GT
NI` CONC (
GRAVEL DRIVE \,
Z CANOPY L0
IQ\ IA
° ASPHALT ASPHALT tQ
OH/P O
� OH/P , ^
M K �I? OH/P ow, J'/P OH/P OH/P OH/P T T T — T V)
OH/P s
OH/7p PPOH/P Z° s C.,S.u+��e� s<�
T _ T� T s $ FOCI FOC =F0
—TT— T —TPED T—T—TTT—T—�
FOC FOC— FOC FOC— FOC— FOG— FOG— TOG— F�C T C FOC T
F C
-T-T-T- -!/T NDSCAPING
T ---
LA 561 ±0
NC HWY 62 -- s
559+00 °
+00 — IFM
SIGN W H/ — OW
SIGN b _W� — OH/P— P —
P / � POST 11P �\ z -/ - - - �� _ y �- _ ,,� / - � _ _ - - T // H D MFNT F ! P OH/r H/P H/P OH/P OH/P OH OH/P L'GTOHIP OHIP I R E
a \ WELLHOUSE / 1-S BUSIf�E$S o � I / I/ / \4_P�/Cl�/ / �_ - _ �� _ PP °yip
\ I _ // L ' ASPHALT - �— _ _.r ^ Z
W I M00585W (P05805A-Q5) / A PHALT i GG� SIGN \
00585W (PO5805B-0 ELEC f_ _ ,-- i p�
JI I CAROLYN HEMPHILL COLEY a BOX GRAVJL = SIGN _= P v. Out P
1925 R1 NC HWY 62 E o POST g">766.83
1 GCPN 0123500 �OST ® L'GT // / o �� — —
1 DB 6946, PG 2364 / ° I ° - /�EPi' — / / F��` 1O6 GUY
C) \ --- ar oPOST -- i�/��'/ I /�62 -� g ,W / / TR � v�� P oNIP +
a . _ _ _ - - - i t 1�1� / W /oHl \
Es GRAVEL DRIVE dr� L or
I iEGA=—
J-
IV GRAVES G� �dr / �N
1AMES E. ALLRED AND WIFE,
LOU ETTA ALLRED
\ 770 4772 OLD JULIAN RD
/ GCPN 0123503 \ \ O \
\ DB 3683, PG 860
\ \\ / tiq \ TREES
RAILROAD l \ \ \ \ \
TIES WOODS 4 / J
°y , \ On4"
\ \
\ \
15" RCP BILLBOARD J \ \
N TREES \�\ \ Inv. O 788. GUY OPEN CUT AND \ \ ` \\\Inv. Ogut
CV Inv. Out 788.52 � °, \ �
+ \ REPAIR GRAVEL DRIVE A \ny. In \\ \8 INTERMITTENT
(19.01 TONS) OPEN CUT AND 767. 3 \ ,c, ,
\ \ ' Yard Inlet GU GUY \\T\ 82-3\� 1)
REPAIR GRR DRIVE u I� s�a� \ � -'>- — GU
—OH/P P Grate 785.40 PP MKR (34.8�$TL \ T —
USH OH OH/P OH/P OH/P OH/P OH/ OH/P OH P
\ \ MKR OH/P OH/P OH OH/P OH/P OH/P OH/P OH/P H/ P O C FOC OH/P FOC ` OH P F FO OH/P —
a O F� `\ _moo -- -- _ __ __ _ a ri�—�- —
Vi f FOC� N �C FOC FO Fbd FOC FOG— FOG— FOG— FOC FOC FOG— FOC — G FOC FO �0 F C FOG— FOG— FOC FOG— FOG— FO FOC FOG— F F C FOG— FOCC F,�R EFOC FOC OCR P P
i/i RETAINING SP �B� �� INLET °o—
Q PAD \ FOCI FOG
--WAGE----- ----�� --------------------------------------- -- --T--- ---o-------------------------------------------- ����o / SIGI`' t \
A \
T _ r --TT — Tr--L=�— T�=��—o--~��——���T--T r--�= r--r — r — Tr ?Et RhIO r T T r T rr—SST—T -
-- —
A � ISLAN
_552+00 �� `- 553+00 �_ _LIBERTY RD R 3 549
Inv. Out 784.72 _ / / \ I
555+00 g�pPERTY LIN a - - _ --- ------ --- --- ----- -- - 6--- -- ---- GRASS +Vu Z 5 ���
����--- FM FIN ,---Al�b`�--- --- --- _�� T_� o ��, 57+00 Qom`
SIGN - I --- i� ,- -
ti' o a , 366 � G. 1394 - - - - -
G� OH/P-6� OH/P� l:Gi- F--� - - - _ _ _ _ SEE TWENT FOR DIMENSIOtJ,S / /tea` —T' °p GRAVEL
I _ _ r, 0 _��r - -dam ° t FOC S'' A� FM _ ° — — — — —
OH/P--L;-�r<v� I MKR' \ y / �� / —
1 P MIRY
OH/P ZS' CONC V ULT n n i' RAVEL
RELOCATE GUY WIRE
0059SW (PO5805A-05)
0059SW (PO5805B-06)
dr NANCY HARRILL FISHER
AND HUSBAND,
/ RAY FISHER, JR.
4806 06 OLD OLD JULIAN RD
GCPN 0123027
D8 3283, PG 700
820
810
18" PIPE
(APPROXIMATE
LOCATION) —
e
790
780
770
760
EXISTING FIBER
OPTIC CABLE
PROFILE OVER (APPROXIMATE
16" DI FORCE LOCATION)
MAIN EXISTING
GRADE
NC 6� (ASPHALT)
GRAVEL I OLD JULIAN ROAD (ASPHALT)
18" CULVERT
o� I .-
750
INSTALL 16" WATERLINE AND 16" FORCE MAIN
W
a —
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
(L LO
w
a N
COVER OF 4' BELOW EXISTING GRADE
+
a +
�
XU)
zt
��
�U
z
740
z
(� Q
MV)
m N
W N
ALL PIPES
ALL BE IN
TALLED ON
A NEGATIVE-
SLOPE 0
0.1 % OR GREATER
551 +22 552+00 553+00 554+00 555+00 556+00 557+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
REVISIONS TYPE
ROADWAY
SEWER
WATER
ISSUED FOR CONSTRUCTION SIDEWALK
558+00
`\JI L CAPING;3
Q
FL 0
�/r
PROP. \137 LF OF 30" ENCASEMENT
MIN. TH16KNESS 0.312"
BY BORE AW JACK
PROP. 989 LF
OF 16" DIP
FORCE MAIN W/
CERAMIC EPDXY
LINING
559+00
CONTRACT ICONTRACTORI AS -BUILT 1 AUTH. DATE I WATER AND SEWER PERMITS
2022-041 A
2022-041 A
CEMETERY Q
3
00605W (P05805A-05)
00605W (P05805B-06)
DR CLYDE GILMORE
MEMORIAL PARK
CORPORATION
6504 LIBERTY RD
GCPN 0123505
DB 1975, PG 177
D8 1976, PG 571
DB 2241, PG 338
PB 103, PG 19
PB 93, PG 131
820
810
790
780
770
760
750
740
CONTRACT SHEET
17 OF 55
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
811
\�/
www.nc811.org
city
COG Water esc s e
73-2033
GDOT Traffi
Si a _ — —
73-2606
COG/Gui1f
rd Co. Telecom —
73-2084
COG Wa��e
upply — — — — —
73-5855
Tanks tment Plants
GDOT St
ter _ _ _ _73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
560+00 561560+11
K—
JOB NO. P-0614OA-05, P-0614OA-06 CITY OF G R E E N S B O R O
DESIGNED 12 2022 BY HDR WATER RESOURCES DEPARTMENT
CONST. SURVEY BY Liberty Road Water & Sewer Improvements Phase III
CHECKED BY 16" FORCE MAIN — LIBERTY ROAD AT OLD JULIAN ROAD
PLAN AND PROFILE
SCALE: AS NOTED STA 551 +22 TO STA 561 +1 1
037518
02/16/2022 c
FillI
03C— 06 B
SHEET NO.
17OF55

,1
1
'r
b �
v 1
I I 11
L'GT 1 ,
44 LF OF 16"
00 I STEEL CASING PIPE
�►
(0 P_
°"gyp SIGN
W P OH/p P P a r
T - T - T -OH/P OH/ T
\ c1'- HO T T _
a \ FO C- FOC M K ROC- OC- FOC- F \
F'- T-T-T-r-T-
------ 1
1 63+00
W IW
i/P OH
I -PLZYN L
--
GARY STEVEN M URPHY 6511 LIBERTY RD GARY STEVEN M URPHY
GCPN 0123522 6515 LIBERTY RD
DB 3867, PG 825
GCPN 0123514 TAMES WILSON STALEY DAVID M. CLONTZ P8120, PG 75, LOT 2 DB 3867, PG 825 TAMES W. STALEY 6531 LIBERTY RD ANP W_TFlr—
PB 120, PG 75, LOT 1 6523 LIBERTY RD GCPN 0123526 _-&ATL G. CLONTZ
\ GCPN 0123512 D8 4525, PG 1549 / 6533 LIBERTY RD
DB 4858, PG 257 PB 122, PG 71, LOT 3 / GCPN 0123527
i DB 7380, PG 2347
P8122, PG 71, LOT 2
PROP. FIRE HYDRANT ' \
ASSEMBLY AND 8"x6"
REDUCER I PROP. FIRE HYDRANT ASSEMBLY
PER COG STD 101
STA 70+ 17 /
_ I
.PON\ D � N 786734
10'x10' RECEIVING PIT
E 1804561
i TREES \ \\� \TREES \ \
100' I w I 1
\ � c \ TREES
I WELL CO
+
PROP. 16"X8" RJ TEE, �D 1 i ��\� \\ ' L I
8 GATE VALVE I�I
STA 63+82 O 36" RCP \ GF
N 787169 ;P / � Inv. In 748.08 TREES
E 1871 99 754.72 i Inv. Out 747.21 \ �, 0
out 7572 C�PE� \ BURIED PIPE I
MKR CHAIN LINK FENCE _ _ _ _
r CHAIN LINK FENCE z- z z z X-� P X OF P z�� X-6�7�z��7�M-a�7�z-°�7�z-�� -Opyp H P H/P OH/P P ODH OH/P OH/P� OH/P OH/P _ P OH/P OH/P O OF�/P- I--OH/P OH
DH/p z /p zp z OH/r z OH/P z OF/P _ - -'� -�}I� - �- _ - �� -
/ o"IP PP
D T T-T PP / r �y ♦ TTT-T�T�}Q �T -TTT T-tT TT
I\ T-T-T T T T T T -T -T T T T T-T 7 7 T T 7 7 7 T-T 7 7 T 7-7 7-7 T 7-rrraY T T-�`�T II T T �/�-Kff�T�L�E IVIFI /pHIP Lo
11
POC G�Pr�,�� FOC P E D °— Fo°— Foc FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC— FOC FOC FOC FOC FOC FOC FOC FOC— FOC FOC— FOC_ FOC FOC FOCI FOT— C FOC— FOC— FOC� FOC FOC—�p --POCK FOC �HG FOC FOC— FOC �Q OC OC FOC— F
—T C�pm T-T-T- TT -TTT H TT T TT Tr-M1r-r rr
TTTTTT \ Trr—TTTTTTTTT—TTT—TT----7--TT-ri-------------- - --------L-- ---
T - T T - T T T T T - - - - - - - - -
j� — — — .......
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — q ON/
-- --------------II -- -- \— -- --
_ �� - --NC HWY 62 -- -- -- -- -- -- -- -- °_H,P�- --
- — — — — — — — — — — — — — — — — — — — — — — — / OHI oil
_ _ -fig --
67+00 68+00 _ _ _ _ _ s -
66+00_ --------- _ _
+bbPROPERTY LINE — — - — n� 69+on °"�°f/�
FM FM FM - - \\ �, a W �OHIPT 7 V+OV p FM 5�; s �n
FM —�B- SIGN
RIP RAP W W p OH/P I SIGN PP FOOT BRIDGE
+ W W W W W �{y �- W ONI ° ,p P OH/P °H/p
h.� °H/P °H/P °H/P OH/P[.L- OH/P OH/P OH � GUY W
OH/P OH/P77; HIP OH/p OH/P OH/P OH/P P P P W P P G U W W
OH P OH/P OH/ p O W P M W W S
BOX
ION Ld
W BOX z
BRI CO MNS w W W \ — — — —
IRIULJURON FENC 1 \ �� iiJTERMI I TENT >
t STREAM - —t 18" RCP ` -1 G VEL DRIVE _ 1 _r
I rtv--hrt-9�0.4 _ _
5 t \\ MNS-E-r87--= I w Inv. Out 749.17 i — 1
a WITH WROUGHT f- I _ 1 1 0
----- \\ IRON FENCE Q
i IN \ E F� �
Z i Q
X
- \� sA � CEMETERY �9�� �CEMETERY ' I �
'�. FOOT BRIDGE PUMPIBO
1-
\'�>, � 30'x20' BORE PIT \�`\ O�2 \ �� LANDSCAPING I i O SBD 1
L I PROP. 450 FITTING (HORIZONTAL) PROP. FIRE HYDRANT ASSEMBLY
NT 787182 3 PER COG STD 101 � \
E 1804071 STA 65+27
N 787056 O `
PROP. 45' FITTING (HORIZONTAL) E 1804193
STA 63+44
N 787181
E 1804060 00605W (PO5805A-05) \
0
\ 00615W (P05805A-O6)
0605W (P058058-06)
PROP. 45' FITTING (HORIZONTAL) DR CLYDE GILMORE 0061SW (PO58058-05)
MEMORIAL PARK ANDREW SHANE WHITE AND
PROP. 45' FITTING (HORIZONTAL) STA 63+03 CORPORATION \ SANDYLASHEA WILKINS
STA + N 787210 6504 LIBERTY RD 6524 LIBERTY RD�
N 787221 E 1804030 GCPN 0123505 GCPN 0123513`
E 1804030 D81975, PG 177 DB 7650, PG 428, TRACTS I & 2
\
DB 1976, PG 571
DB 2241, PG 338
:M
PROFILE OVER
16 11 WESTLI N E
(TYP)
790 —
PROFILE OVER
16" EASTLINE
(TYP)
780
16" WESTLINE
(TYP)
770
-
---'
1
---_� _
`
ASPHALT DRIVE
ASPHALT DRIVE
760
750
- - - - -
--------------------------
_
740
PROP. 1004 LF
16" EASTLINE
OF 16" DIP
(TYP)
PROP. 1004 LF WATER MAIN
OF 16" DIP
730
WATER MAIN -
INSTALL 16" WATERLINE AND 16" FORCE MAIN
w
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
w
a
COVER OF 4' BELOW EXISTING GRADE
w
a
FL
,o
a
a m
720
�+
-
�+
Z(D
0�
Z(00
Q
m
W
m
N
N
710
62+60
63+00
64+00 65+00
66+00 67+00
68+00
69+00 70+00
F)l
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
REVISIONS TYPE
ROADWAY
SEWER
WATER
ISSUED FOR CONSTRUCTION SIDEWALK
GRAVEL
71+00
w
a�
Q
W N
CONTRACT ICONTRACTORI AS -BUILT I AUTH. DATE I WATER AND SEWER PERMITS
2022-041 A
2022-041 A
GRAVEL
72+00
GENERAL NOTES: CONTRACT SHEET
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY 18 OF 55
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER
OF 2015.
2. DEFLECT PIPES AS NECESSARY PER SENSITIVE INFORMATION
MANUFACTURER'S RECOMMENDATIONS TO Not to be copied or
MAINTAIN ALIGNMENTS. distributed without the
KEY NOTES: express written
permission of the City
OPROVIDE 2'x2' CONCRETE PAD AROUND VALVE of Greensboro.
BOX.
811
IN
www.nc811.org
city
COG Wae .
73-2033
GDOT Tr
a"---
73-2606
COG/Gu
Co. Telecom—
73-2084
COG 'aly
— — — — —
73-5855
Tankselm ent Plants
GDOT Stter
_ — — —
73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
800 10 0 10 20
VERTICAL SCALE IN FEET
790
780
770
760
750
740
730
t"111111 111",,4
N CAROB
720 _ SEAL
037518
4/13/2022
T&EW W
= 1 710
72+64
JOB NO. P-0614OA-05, P-0614OA-1
DESIGNED 2/2022 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
K_
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III
16" WATER MAIN - LIBERTY ROAD
PLAN AND PROFILE
STA 62+60 TO STA 72+64
03C— 07A
SHEET NO.
18OF55

1790
1780
1770
1760
1750
1740
1730
1720
GARY STEVEN MURPHY GARY STEVEN MURPHY TAMES WILSON STALEY DAVID M. CLONTZ
► 6511 LIBERTY RD 6515 LIBERTY RD 6531 LIBERTY RD AN�FE-
► GCPN 0123522 GCPN 0123514 TAMES B STALEY GCPN 0123526 �ATL G. CLONTZ
1 D8 3867, PG 825 6523 LIBERTY RD 6533 LIBERTY RD
DB 3867, PG 825 GCPN 0123512 DB 4525, PG 1549
PB 120, PG 75, LOT 2 " P8120, PG 75, LOT 1 DB 4858, PG 257 P8 122, P4 71 I nT 3 i GCPN 0123527
►� PROP. 16 GATE VALVE \ OPEN CUT AND REPAIR P8822 0, 71, LOT 2
STA 565+00 GRAVEL DRIVE (20.09
N 786992 O ` TONS)
\� E 1804305 \
►►� �` OPEN CUT AND REPAIR
\� ► I \\ GRAVEL DRIVE (34.39 TONS)
►I'd ► 93.80 SY OPEN CUT
I
► AND REPAIR PAVEMENT \ \ \ I I
► PER COG STD 107A \� \
\\1\ ► POND I \
► \ + %\ \ \ TREES \ loot ILL' I 1
\ ► I \\ \ \ TREES o WELL
\ \ (TREES \ �\ \ \ I I J I l L0
\ 96.49 SY OPEN CUT
\\ \ ►I `- I AND REPAIR PAVEMENT 'c\\ \\ �I +
\ ►► I CPER COG STD 107A \ ` ` I " 1
\ \ I POND 1 I \ \��LF TREES _ — — I fi— — L0
\1 \ I 36" RCP \�\\ BURIED PIPE I
CGT ► \ \ _ / Inv. In 748.0
► I 1 OH/P Oglp OH/P OH,I—
+ \ I 24 RCP I Inv. Out 747. PE _ _ _ _
I Inv. In 754.72 m� \ — — PED _ — _ _ _ pH/P P OH/P
I oH7p_ — 0 /P pF TI�I OH/P /P OH/P pNIP PP
I I Out 754.58 _"/P - H/P -� r T I�
CHAIN LINK FENCE ����x_a���z—ap��z—a7�■ _ �7—T—T—T r r—
i x— Uri%F� _ _ / T — M�ER— T �EL OH/ FOC— FOC— FOC— OC—
z —O} %�z—bl %0 P — r r TP—T O — z T P P T �.,T M T 7— i�� T 7 r
°"gyp SIGN ► ��r� MKR CHAIN LINK FENCE o� -" oil _'—a _ -- - -- -- -�J--- ---- -- Foc—IaFo�Foc ------—T—�/1G7--
T-7-T-TAT T� II -
I r� l FDC� FOCI FOC FOC FO r FOC T H T T T 7 T
1{� z z-x z OH/P T - T - T - T - T � T - T FOC- FOCI FOC-'� - T T T 7 _ _ _ _
�lP PP _ ry/p z OH/P p °H/�' �� T-T T_T T-T-T - - p FOC --T T -.
FOCI FOCI _ 1 570+00
_ _ �-T-T- o
OH/P 0 T - T � FOCI FOCI FOCI FOC
TTT OH/P T OH/ T TTT T— _
�hlo T MKR / �I��hK€�T r �lL T T T T 7 - - - - - --7 T_ r-a- - -- -- -- -- -- -- -- --
FOC- FOC- FOCI FOC- FOC- FOCI FOC- FOC - T -IT
T - T - 3 --G - - - - 5
_ _ _ r r T T T 56a+ Do - -
T�T—
FO C FOC FOC FOC r T FOC T C T FOC F T FOC P E D c Foc FOC FOCI FOCI FOC- FOCI FOCI F� FOCI FOCI FOC- OC T - T - - - - - - - - - - - - -r - - - - - - - - -
_ _ T r r T T T 7 7 NC HWY 62567+oo \T— \ OHIP �IQ
TTr T T T -- SELF-Nh+T T T--T--T—T—T-------- \� _ 566+00 -- -- \ — II \\„CI °------- --\ \
- - - - - - ► II �_ __ -- __ 56 +00 __ _ -- - ------
_ _ 56_3_+00 564+00 _ _ - - _ ° P
FM
562+ 0 — — I _ \ _ _ _ _ _ _ ° — f \FOOT BRIDGE
---- — --- ----- FM pNIP °HIP SIGN FPP
EX. PROPERTY LINE I I - - _ - _ - - - - / 0
- - - - OH/P OH/P GUY
-------- /
- - - - -
-------------�I-h� -- ONI P OH/P 0/P OH \
- - - - - , OH/P OH/P OH GU
(� FM I i m RIP RAP W \ /p OH/P OH/P OH/P OHIP PP w - W �\
W H P OH/P OH/P OH/P off/P \POND P P M 0 \ -
W OH/P OH/P OH/P OH/P / W \ \
/p �f-+¢SOH/P OH/P VY i 18" RCP ` G VEL DRIVE \
` }- BRICK CO MNS iNTERM1TfE17T -Jrrrr7—
OH/P Y- PP L J WITH WR
/P STREAM 1�0.4
0t74917 \ \
OC- FOC- F
T T-
571 +00
SE�_F3
JUNCTION 1
�c.► � IRON FENCE it MNS E--� 10
I I ? Inv. u \ -
WITH WROUGHT I Q I n- O<W
0- \ IRON FENCE Q I i \ PUMP BOX(
I \ \ Fn I C4 1
Lv-------- N 9 FOOT BRIDGE
Z So 1 ` p 1—SBD I�
JI ----- qSA�, CEMETERY ti9`T \ CEMETERY \ I I
yqC 0 LANDSCAPING I I
X PROP. 16" DI FORCE MAIN \
INSTALL 7' OFF \
EDGE OF PAVEMENT \\
\ 00615IN (PO5805A-06)
00615W (PO58058-05)
00605W (PO5805A-05) \ \ ANDREW SHANE WHITE AND
00605W (PO58058-06) \ 5ANDYLASHEA
LIBERTY RD
DR CLYDE GILMORE
MEMORIAL PARK \
CORPORATION \ GCPN 0123513
6504 LIBERTY RD \ DB 7650, PG 428, TRACTS & 2
GCPN 0123505
D8 1975, PG 177 `
D81976, PG 571
D8 2241, PG 338 \
PB 103, PG 19
P8 93, PG 131 \
ALL PIPE S
561 +11
BE INSTALLED ON A NEGATIVE S
562+00 563+00
ASPHALT DRIVE
24" CULVERT
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
PE OF 0.1 % OR GREATER
564+00
565+00
36" CULVERT
566+00
567+00
ASPHALT DRIVE
18" CULVERT
PROP. 1004 LF
OF 16" DIP
FORCE MAIN W/
CERAMIC EPDXY
LINING
PROFILE OVER
16" DI FORCE
MAIN EXISTING
GRADE
GRAVEL
ALL PIPE SHALL 'BE INSTALLED ON A POSITIVE SLOPE OF 0.1 % OR GREATER
568+00
569+00
570+00
J
U
a
All
E
790
780
770
760
750
740
730
720
571+,W +15
GENERAL NOTES: CONTRACT SHEET
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY 19 OF 55
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE
WINTER OF 2015.
2. DEFLECT PIPES AS NECESSARY PER SENSITIVE INFORMATION
MANUFACTURER'S RECOMMENDATIONS TO Not to be copied or
MAINTAIN ALIGNMENTS. distributed without the
KEY NOTES: express written
permission of the City
OPROVIDE 2'x2' CONCRETE PAD AROUND VALVE of Greensboro.
BOX.
www.nc811.org
city
COG Water eso s e
73-2033
GDOT Traffi
SiKa _ - -
73-2606
COG/Gui1f
rd Co. Telecom -
73-2084
COG Wat
r
uPr - - - - - -
73-5855
Tanks
e trn Plants
GDOT St
r
ter _ - - -
73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
N CAROB
SEAL
037518
4/13/2022
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
ISSUED FOR CONSTRUCTION
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
CONTRACT ICONTRACTORI AS -BUILT I AUTH. DATE I WATER AND SEWER PERMITS
2022-041 A
2022-041 A
JOB NO. P-0614OA-05, P-0614OA-1
DESIGNED 2/2022 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III
16" FORCE MAIN — LIBERTY ROAD
PLAN AND PROFILE
STA 561 + 1 1 TO STA 571 + 15
03C— 07B 1
SHEET NO.
19OF55

HOWARD MARTIN CRANFORD SOUTHERN BELL
RICHARD A. PICKETT, SR. FRANKLIN B. SMITH
(UNMARRIED) TELEPHONE AND / AND WIFE, AND WIFE WILLIAM THOMAS GENERAL NOTES: CONTRACT SHEET
6535 LIBERTY RD TELEGRAPH COMPANY l JOYCE A. PICKETT MICHELE L. SMITH FOU5T, JR.
GCPN 0123525 2101 NC HWY 62 EAST 2106 NC HWY 62 EAST 6607 LIBERTY RD (UNMARRIED) 20 OF 55
DB 5305, PG 54 GCPN 013516 / GCPN 0123511 GCPN 0123519 6607 LIBERTY RD 1 . SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
P8 122, PG 71, LOT 1 DB 2335, PG 420 / DS 4859, PG 219 DB 4233, PG 694 GCPN 0123508 SPATIAL DATA CONSULTANTS, INC. AND BRADY
/ PB 103, PG 78, LOT NO. 1 PB 103, PG 78, LOT NO. 2 15" RCP DB 7638, PG 286 SURVEYING COMPANY, P.A. DURING THE WINTER
/ Inv. In 735.12 OF 2015.
Inv. Out 735.01 SENSITIVE INFORMATION
\ / � 2. DEFLECT PIPES AS NECESSARY PER Not to be copied or
UTILITY / MANUFACTURER'S RECOMMENDATIONS TO / MAINTAIN ALIGNMENTS. distributed without the I
express written
1—SBD \ ; i KEY NOTES: permission of the City
° ! N F ---- L_ of Greensboro.
01
PROP. FIRE HYDRANT ASSEMBLY I PROVIDE 2 x2 CONCRETE PAD AROUND VALVE
\ I GD I I I \ TREES �+ / / POOL SEE DETAIL 10/03D-08 j BOX.
�+ CONCRETE i I / TREES NT 79+47 1 ! O MAINTAIN MINIMUM 3' SEPARATION BETWEEN
SIDEWALK �/+ .c DRIVE o=� O I
E 1805245 , xJ , EXISTING FIBER OPTIC AND PROPOSED
! I� I / I S G / TREES > i� �� U CHAIN LINK FENCE I o WATERLINE.
LES d' ( v
CONTRACTOR SHALL CLOSE GATE VALVE AFTER '
15" RCP / �z I / ' -- Q 1 I O INSTALLATION.
II
/ (V
I Inv. In 752.64 ° �° / I / D- I
�2`S ELL II I Inv. Out 752.27 I o FOC MKR po / // II I i �
(� / \ / 1
Malmo
+ I Inv. In / 4t Inv. Lit / /� ¢ I 15" RCP GU -F
N- - - - - - - - - - I UTIL 745.45 / F \74 /.21 / /�Q 1[14 IL OX / i Inv. In 74 3 P
I I PP Inv. 0 t 740.43
�1 \ PROP. 16 " D I FORCE MAIN MKR P MKR U Y 3 �F,/' / H/p OH' �T� T P P O P arc' P p �, u / H/P OH/ OH/P OH/P OH/P OH/P OH/P /P OH/P Of
IP OH/P OH/P 01/P OH/P OH/P OH/P i , OH/P OH/P OH/P OH/P OH/P OH/p Oryf/P 0 `�"/P �/ 1 b Co f GU U� — — — r7.ry I I /" I
I T.",+.ly.� =1.. 1TIL I
Q _ FOC VAULT " Foc " �/� °nc / r KR �.u+FJli'„4R—- N—I -- -- -- -- -- -- -- yo
P- INSTALL 7 OFF _ _ _ _ _ _ _ _ _ _ �-# _ _ _ - - - - city of Grime r e round
I j��}{� �'�j'��j��'�r�j�J � Loca � I o e nests
V/`T T TRL T4T T —T T T T-EDGE OF PAVEMENT -T T T T T T T^ T T T T T T '( ,N SIG Inv. � �� ; 'I �%�
FOC FOC M K FOC FOC FOC FOC FOC FOC FOC FOC �F�¢� FOC FOC FOC FOC F FOC FOC FOC FOC FOC FOC FOC FOC FOC T SIGN I `�
�, ,�ppC T FOC R 744.91 I\�T TAT—T—T—T T T T T TT T T T T TTTr T T TTT�T T Tr COG Water eso s e 73-2033
T T T T T T T T T T T T Tom` ' T T T T T T T T T T T T T T— =FOC L �\ _T—T—T—T T T T T T �T + T T T T T T T T T r T T r T o T T T GDOT Traffi Si a _-- 73-2606
------------ —TEE --- 1---=Y----
--------------�-- -----�---------N HW_ Y 62 Fa�
------ ----- -- �Foc----------------------------------------------- ---- ---- COG/Guilf rd Co. Telecom - 73-2084
__ __ _ _ _-F°°—_ _ _ _ LD421 RD S_R1006 C ------ 3-5855
Foc�Foc COG Watt upply 7
1�EX. PROPERTY LI -7 - 4 - 7$+00 c—F —Foc - - o Tanks e tment Plants
5+00 _ i 4 ,Foc— Inv. In tiq GDOT St r \ ter 73-2569
r--------- ------ -- -- -_ _ _ _ __ _ - - - - - TFOC-- __ MB ---_ �'�` Foc��a����+0�------------733.31h 4 F C FOC SIGN F FOC FOC FOC FOC FOCC FOC FOC=� FpC FpC OC FOC F �ZTtl� U FpC FOC FOC FOCOc oC�C FOC FOC_ 1V��nT��InV. Out OOLL FOC FOCFM - == _ — __—_ __—--_—
� � bSIGN W � W - - _ - _ _ � - - - _ - - SiGR�— FM PED FU -' 735.56 5"Conc -�.
W W `" - - --� NPDES
W _ MKR �1 G W W W W OH/
W Q oSIGN W General Permit
W t — — — � w — W � ��G � � / o�
ui / _ j Foc SIGN W W
�EFTI C DR7�i14 7TE L D - Q _ EL G / LL I ; / / - - -
Cn
o �Tl
ORUINS c %i ,%o/ 40�- - - - \.CONC .� __ AppIies
LdKi a n / /z� a RAILROAo� , / 3
I I �� � I �Z
I ( GRAVEL
// �' ASPHALT i TREES I ��� CONC � � _
U ` ^� , , ; DRIVE �' DISTURBED AREA =
I
Q ` 1-SBD PROP. 203 LF OF 30" ENCASEMENT P j j / ;' � SHED /� Q 17.39 AC
MIN. THICKNESS 0.312" / ®OT / _ _ :2 BY BORE AND JACK Q M / I / 1—S BUSINESS
PROP. FIRE HYDRANT ASSEMBLY SHED � � � M / °; I'
PER COG STD 101 M I
STA 74+46 PROP. 16" DI WATERLINE Ci I S DISCLAIMER
N 786432 0 a � ' 1-seD INSTALL 25' OFF Objects on this map shown
1 E 1804867 I EDGE OF PAVEMENT with a dotted linestyle were
PROP. 203 LF OF 30" ENCASEMENT I I not surveyed, they were
PROP. 16" DI WATERLINE MIN. THICKNESS 0.312" I PROP. 16" DI WATERLINE compiled by photogrammetric
INSTALL 19' OFF BY BORE AND JACK O I methods, available on the
INSTALL 35 OFF
EDGE OF PAVEMENT a 00635W (PO5805A-05) EDGE OF PAVEMENT 00645W (PO5805A-O6) Geographic Information
System (GIS) software used
I 00635W (P58058-0) 00645W (P58058-05) b the City of Greensboro.
00615W (PO58058-05) PROP. 16
O P1D251 LISPS NORTH TOE HAYWOOD SUGG, SR.
00615W (PO5805A-06) " L
DI WATERLINE 00625W (P05805A-06) I BONNEVILLE, LC AND WIFE y y
` 6600 LIBERTY MARY AWN SUGG
ANDREW SHANE WHITE AND
SANDY LA5HEA WILKINS INSTALL 29 OFF 00625W (P058058-05) X=1804976.552 GCPN 0123571 6608 LIBERTY RD
ALAN LYNN BROOKS Y=786/24.675 I DB 7849, PG 619 GCPN 0123570
6524 LIBERTY RD EDGE OF PAVEMENT 6542 LIBERTY RD I
GCPN 0123513 GCPN 0123504 Z=739.772 PB 36, PG 50 DB 3500, PG 1710
DB 7650, PG 428, TRACTS 1 & 2 ` DB 6211, PG 2760 I PB 30, PG 57 LOTS 33-44 PB 30, PG 57, LOTS 25-32
1790
1780
PROFILE OVER
16" WESTLI N E
(TYP)
PROFILE OVER 16" WESTLINE
16" EASTLINE (TYP)
770 (TYP)
1760
1750
1740
1730
1720
I 710
1700
72+64
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
GRAVEL
16" EASTLI N E
(TYP)
w
a
a�
a�
+
�r-
zI
Z�<_
WI
EXISTING FIBER
OPTIC CABLE
(APPROXIMATE
LOCATION)
GRAVEL
COLONIAL TRADING PATH
77+00
REVISIONS
ISSUED FOR CONSTRUCTION
HALT)
EXISTING FIBER
OPTIC CABLE
(APPROXIMATE
LOCATION)
PROP. 898 LF
OF 16" DIP
WATER MAIN —
78+00
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
ASPHALT DRIVE
ASPHALT DRIVE
PROP. 898 LF
OF 16" DIP
WATER MAIN
a_ I INSTALL 16" WATERLINE AND 16" FORCE MAIN
FL + AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
79+00 80+00 81 +00
CONTRACT ICONTRACTORI AS —BUILT I AUTH. DATE I WATER AND SEWER PERMITS
2022-041 A
2022-041 A
790
780
770
760
750
740
730
720
a
710
a Pri
m
�+
Ir-
z_m
C9 Q
m
I
700
82+00 82+62
JOB NO. P-0614OA-05,
P-0614OA-1
DESIGNED 2 2022
BY MAS
CONST. SURVEY
BY
CHECKED
BY
SCALE: AS NOTED
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
CAROB
N
SEAL
037518
•:• 4/13/2022 ;'
K-
CITY OF GREENSBORO 03C-08A
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III SHEET NO.
16" WATERLINE - LIBERTY ROAD
PLAN AND PROFILE 20 OF 55
STA 72+64 TO STA 82+62

HOWARD MARTIN CRANFORD
(UNMARRIED)
6535 LIBERTY RD
GCPN 0123525
DB 5305, PG 54
P8 122, PG 71, LOT 1
OPEN CUT AND REPAIR
GRAVEL DRIVE (62.83 TONS)
1—SBD \
SOUTHERN BELL RICHARD A. PICKETT, SR.
TELEPHONE AND / AND WIFE,
TELEGRAPH COMPANY l TOYCE A. PICKETT
2101 NC HWY 62 EAST / 2106 NC HWY 62 EAST
GCPN 013516
GCPN 0123511
DB 2335, PG 420
/ D8 4859, PG 219
/ PB 103, PG 78, LOT NO. 1
/
/
UTILITY PROP. 16" DI FORCE MAIN
0 INSTALL 7' 0 F
% EDGE OF P `VEMENT
\ I \ a C\47
/ I \TREES \ / I POO
III CONCRETE /
/ 0SIDEWALK I 1 +�+ �' DRIVE o=� /� I TREES
O� 0
Li I j OP. 203 LF OF 30" ENCASEMENT / I MI THICKNESS 0.312" / I SIG TF
PRb Es 16" GATE VAL E �1:1
1 BY ORE AND JACK
STA 572+35 �2 ' I 15" RCP _ I /
N 786491 I Ilnv. In 752.64 �o / II /
e— `5 1 c� I I Inv. Out 752.27 I o F MKR o / 4y
E 1804844 - ELL �a I �
/ In In Inv./�ut I
+ _ _ I I 74 .45 F \74///.21 �� IL4 Q +
IL OX .
-- -- — -- -- I UTIL
/ P T PP
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�I T T TF:t T—\T T T T T T T f� T T T T T T T T T T T T T � '( SIG Inv.
F FOC FOC M K FOC FOC FOC Fee FOC FOC FOC FOC F � FOC FOC FOC FOC F FOC FOI C F0C FOC FOC FOC Foe FOC T"C T y / FOG R 744.91
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— — — — — — — — — — — — — — — — — — — — — — — — — G — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —--------------
OCR FOCI Fes— -
_ _ _ _ _ _ _ 576+0 _
572 00 _ 573+00 _ _ _ _ 574+00 NC HWY C�31�+00 _ _ F°° �
S C—F
~SEX. PROPERTY LINE o�� FoC
' — — ` Fee, F�"�FC
— — — — — — — — — — — — — — — — — — — — — A A o SIGI`
FM FMI
Vlo LL —
SIGN I _-- ---�L� __— --— I®�3 I
W W 1 / —W W Lam— -- IIL �4�== _=�ff�F =
—W J MKR �o �\ i I SIG L_----J
Q \ / /o / SIGN
W W W ? c / o
--I DR�ELD Q _ �� p / a o o 4 LL 4 I / L/ _ SIGN — — — — — —
o GRP�� O RUINS LLI // 4�— �.
RAILROAD TIES
a.
RA
Lv 1 a o
zi 1 (V M 1 / / / SPHALT 1
J RIVE 1
= PP
(L� ` 1—SBDCID OZ KI I2GT — — — — — —
rI
P M 1
'ROP. 2" AIR RELEASE VALVE �? 1—SBD
4SSEMBLY AND MANHOLE ` 116-4
1:� I
DER COG STD 116
STA 572+42 ��
N 786486
E 1804849 ` C I 134.01 SY OPEN CUT
I AND REPAIR PAVEMENT
P1D25 i PER COG STD 107A
I
00615W (PO5805A-O6) I
00615W (P058058-05) 1 00625W (P05805A-O6)
ANDREW SHANE WHITE AND 00625W (P058058-05) X=1804976.552
6524 SANDY �` ALAN LYNN BROOKS Y=786/24.675 I
LIBERTY
TY RD WILKINS
GCPN 0123513 6542 LIBERTY RD Z=739.772
DB 7650, PG 428, TRACTS 1 & 2 GCPN 0123274
DB 6211, PG 2760 I
1790
1780
1770
1760
1750
1740
1730
1720
1710
1700
571 +15
F)l
ALL
GRA
PROP. 996 LF
OF 16" DIP
FORCE MAIN W/
CERAMIC EPDXY
LINING
W
81
7
EXISTING FIBER
OPTIC CABLE
(APPROXIMATE
LOCATION)
GRAVEL
-ASPHALT (COLONIAL
TRADING PATH ROAD)
w
aZ LO w ao
+ a
m N a +
co
o Of�
T oa
IPE SHALL BE INSTALLED ON A POSITIVE SLOPE OF 0.1 % OR GREAT R W N
ALL PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1 % OR GREA
EXISTING FIBER
OPTIC CABLE
(APPROXIMATE
LOCATION)
FRANKLIN B. SMITH
AND WIFE
MICHELE L. SMITH
6607 LIBERTY RD
GCPN 0123519
DB 4233, PG 694
P8103, PG 78, LOT NO. 2 15" RCP
Inv. In 735.12
Inv. Out 735.01
I I
t
t
I1—SBD
/ t
.ES / > IC CHAIN% LINK FENCE
/ 482.04 SY OPEN CUT
' `--- Q 1 AND REPAIR PAVEMENT
/ =I PER COG STD 107A
/ < I
Q
15" RCP Q
Inv. In 74 3
i�i ,.(PP Inv. 0 t 740.43
191A/+�--+—(�— H/P OH/ OH/P OH/P OH/P
tlhIFI L I
I I
/ I
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T T T T T �T f, T T T T T T T T
— — = — — — — — — — — — — — — — — — — — — —
5QLD 421 RD SR 1006
� � — 58
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�� �� n vT v. Out
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PED
W W- W
WILLIAM THOMAS
FOUST, TR.
(UNMARRIED)
6607 LIBERTY RD
GCPN 0123508
Q DB 7638, PG 286
I
I
I
I
I
I
I
I
W
I >
I IY
I 0 _ o
+
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00
111
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SIGN A I�
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T T T TT T T T T
— — — — — — — — — --- ti1 — — — —
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733.31 A
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- FO FOC Foe FOC HOC FOC Foe
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FM o
5"Conc�j
OH/P oH,
W — W ASPHALT
-- -- -- -- -- -- ----__LLRJ_V
00635W (P05805A-06)
00635W (P05805B-05)
LISPS NORTH
BONNEVILLE, LLC
6600 LIBERTY RD
GCPN 0123571
D8 7849, PG 619
PB 36, PG 50
PB 30, PG 57 LOTS 33-44
ASPHALT DRIVE
TREES
PROFILE OVER
16" DI FORCE
MAIN EXISTING
GRADE
572+00 573+00 574+00 575+00 \/ 576+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
ISSUED FOR CONSTRUCTION
577+00
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
ASPHALT DR
/
t I LLJ
I _Z
GRAVEL
J
CONIC
U
/ Q
1—S BUSINESS
00645W (P05805A-06)
0064SW (P058056-05)
TOE HAYWOOD SUGG, SR.
AND WIFE
MARY ANN SUGG
6608 LIBERTY RD
GCPN 0123570
DB 3500, PG 1710
PB 30, PG 57, LOTS 25-32
ASPHALT DRIVE
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
578+00 579+00 580+00
CONTRACT ICONTRACTORI AS -BUILT I AUTH. DATE I WATER AND SEWER PERMITS
2022-041 A
2022-041 A
58158U+11
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER
OF 2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO
MAINTAIN ALIGNMENTS.
KEY NOTES:
O MAINTAIN MINIMUM 3' SEPARATION BETWEEN
EXISTING FIBER OPTIC AND PROPOSED
WATERLINE.
CONTRACT SHEET
21 OF 55
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
i
www.nc811.org
city
COG Water eso s e
73-2033
GDOT Traffi
Si a _ — —
73-2606
COG/Guilf
rd Co. Telecom —
73-2084
COG Wat r
upply - — — — — —
73-5855
Tanks e trn t Plants
GDOT St r
ter _ — ——73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
790 HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
780
770
760
750
740
730
720
�%•�` N CAR,
:•FES•
710
SEAL
037518
4/13/2022
700
JOB NO. P-0614OA-05, P-0614OA-1
DESIGNED 2/2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
K-
CITY OF GREENSBORO 03C-0813
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III SHEET NO.
16" FORCE MAIN — LIBERTY ROAD
PLAN AND PROFILE 21 OF 55
STA 571 + 15 TO STA 581 + 11

780
770
760
750
740
730
720
710
700
WILLIAM THOMAS
FOUST, ,TR.
(UNMARRIED) I
6607 LIBERTY RD
GCPN 0123508
DB 7638, PG 286
I
I
ERMA T. REYNOLD5-WOODFIN /
ERMA T REYNQLD5-WOODFIN
GILMORE
6621 LIBERTY RD
6623 LIBER_7V (D
ERMA T. REYNOLD5-WOODFIN I
LANDSCAPING, INC.
NEAR 6621 LIBERTY RD
GCPN 012357,V
GCPN 0123553
6625 LIBERTY RD I
GCPN 0217285
DB 7638, PG 1 p, TRACT 1
/
D8 7638, PG 1193, TRAC7'�
GCPN 0123554
DB 7270 PG 110
PROP. FIRE HYDRANT ASSEMBLY D8 7032, PG 2891 I PB 19, PG 38, LOTS 1 & 2
PER COG STD 101 I PROP. FIRE HYDRANT ASSEMBLY '
STA 82+87 � PER COG STD 101 I I
N 785856 1 ' STA 88+95 ' C)
E 1805478 O I N 785473 0 �I
I „ I I
E 1805919 �
1— BD i I / / / i � I I ®rGT I 1—SBD GARAGE QI
>
PP ' I
Ll > ' / T ES c, �PROP. 45' FITTING (HORIZONTAL) I I g'
o I I ° / ,� \P� STA 85+35 ; I ;l POSTo A i I � o.
w III H ��G� / N 785714 15" RCP 11 WELL / CONCRETE DRIVE
> / , �� E 1805650 I I Inv. 37 6 I ` L�cT
w / Out 7 6.48 I I SIDEWALK �N
I
COCV 15" RCP / ° ��/ L NDSCAPE GUY PP I I +
,+ Inv. In 729.93 — — — I — B H BRUSH — — —
_ _ _ _ _ _ _ �p _ ,,,P-P///��'�' �-' _ _ _ — — — — — — — — — — _ _ _ _ L 1 PP P B rPROP. 2" AIR RELEASE VALVE _ _ _ _
CN /P OH/P OH/P Tn v.72S. 8� OH/PI OH/P OH/P 0 OH/P I /�rs/r'T H/P OH/P OH OH� OH/P OH/P OH/P OH/P OH/P OH/P OH� OHS �� / ORJP— /P OH/P OH/P OH/P �/� ASSEMBLY AND MANHOLE °H P OH/P (V
00 I / °y PER COG STD 116 I I
QI I I 722 6 ONCRETE 2 OSTS — — — — — — A\ Ir STA 92+05 I 1
\ o.- F� / / _ N 785257 D (n
NTT T T T 7TTT r�1r,� TT�✓fT T TT�xvT[� �T T T TTT T T TTTT T T TTTT T T T�TT T T TTT T T T TT�T dy E 1806140 T 7T T TIT�-
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— — — — — 1
— — — — — — — — — — — — — — — — —� --------`\I-----18-R��------------------------------------------12 RAP--
- — — — — — — — — — — — — — — —
Inv. O 730. OLD 421 RD SR 1006 °yA Inv. out 749. 9
49.7
Inv. Out 730.35
ut 731.60 FOC �
_____ �p)��) -----CONCRETE— -- HEADWALL ---- MKR---------- pp�T �//�_______ __ ____ __{:J} _ BURIED _PIPE_ �qJ{�J�____
OC OC FOC— FOC FOC— FOC FOC FOC F FOC FOC FOC FOC FOC— FOC FOC FOC FO FOC— FOC FOC FOC FOCFOC C FOC OC FOC C C FOC FOC FO — C� FOC FOC FOC FOC FOC OL� FO FOC FOC FOC FOC Fac—OCFOC— C FOC FOC FOC FOC FOC F FOC FO fDC" FOC FOC FOC— FOC—
FOC— FOC OC Foe C� FOC FOC C FOCI —} fJ0
C FO FOC FPF. N �'F \ - \ FTOC OC r FOC FOC FOC FOC Fp0 .rri'� (FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC F �FA(—fqC HOC fi FB6���9C—TiOCy —�EOC� r �06--�q FO �� FOC F0C FOC FOC FOC— FOC— FOC
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0
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s MONITO _ WWW -
T----�+�--r — — — — -- -- — — — — --W -- — — — — � -- --
w
1 LOW—O7F TREES .1� THE o� / 1
I
Q
4 °y / 'I i �� 24" RCP TREES
LIJ I I W
I <c� —/ JF / _Z
\���/ �/ / �Q Inv. In 728.43 Z I I
I 2 3 / ��P i / Inv. Out 728.20 1 Q
'oo
2 I Q / ��C'�o / / / / TREES I I U
U / �� I / PROP. 45' FITTING (HORIZONTAL) / I I <
Q / / ( STA 85+39 / NSTALL124'DO FATERLINE I I I II
/ N 785704 / t
E 1805647 / EDGE OF PAVEMENT I I PROP. 2" AIR RELEASE VALVE
ASSEMBLY AND MANHOLE
PROP. 16" DI WATERLINE PER COG STD 116
PROP. 45' FITTING (HORIZONTAL) INSTALL 24' OFF I w I NT 92+12
' STA 84+92 EDGE OF PAVEMENT E 185244
N 785713
06137
E 1805607 I Z
I
I
PROP. 45' FITTING (HORIZONTAL) I I
STA 84+75 00655W (PO5805A-06) I � I 0066SW (PO5805A-O6) I 0067SW (PO5805A-06)
006LIA W, 6I MOR Q, 00665W (PO58058-05) VICKIE LYNN GIL MORE LAYTON
58059-05)
N 785724 WILLIAM W. GILMORE I I I
• VICKIE LYNN GILMORE LAYTON
E 1805595 PROP. 45 FITTING (HORIZONTAL) wD WIFE, � 6628 LIBER TY RD
STA 84+92 A S. GILMORE I I 6626 LIBERTY RD I GCPN 0123565
PROP. 45' FITTING HORIZONTAL i LIBERTY RD GCPN 0123566 D8 7620, PG 1361
(HORIZONTAL) N 785703 'PN 0123568 DB 7620, PG 1361, TRACT 1
STA 84+75 � PB 19, PG 38, LOT 13
N 785720 E 1805603 6463, PG 2006 I r--I PS 19, PG 38, LOT 14
E 1805585 P8162, PG 73, LOT 1 I I
PB 30, PG 57, LOTS 1-24 I I
CREEK
----- -----
;:: 7Z '�:
690 1 i i
82+62 83+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
84+00
85+00
PROP. 1110 LF
OF 16" DIP
WATER MAIN
ram=
PROP. 1110 LF
OF 16" DIP
WATER MAIN
GRAVEL
w \a- —
r
CID
00
Z 00
Q
5Q
W N
m N
86+00
87+00 88+00
REVISIONS TYPE
ROADWAY
SEWER
WATER
ISSUED FOR CONSTRUCTION SIDEWALK
PROFILE OVER
16" WESTLINE
(TYP)
PROFILE OVER
16" EASTLINE
(TYP)
w
a
�o
rn
0
W N
89+00 90+00 91 +00
CONTRACT ICONTRACTORI AS —BUILT I AUTH. DATE I WATER AND SEWER PERMITS
VEL
L
16" WESTLINE
(TYP)
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER
2022-041 A
2022-041 A
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER OF
2015.
2. DEFLECT PIPES AS NECESSARY PER MANUFACTURER'S
RECOMMENDATIONS TO MAINTAIN ALIGNMENTS.
KEY NOTES:
0 PROVIDE 2'X2' CONCRETE PAD AROUND VALVE BOX.
0 BLOW -OFF PER DETAIL 1.
30 PROVIDE VERTICAL FITTINGS AS REQUIRED TO
ACHIEVE DISCHARGE PIPE ANGLE PER COG STD. 119.
ALL FITTINGS, PIPE AND VALVES SHALL BE
RESTRAINED JOINT.
OAS NECESSARY, POWER POLE SHALL BE SUPPORTED
AND GUY WIRE SHALL BE RELOCATED BY DUKE
ENERGY. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
780
770
760
750
740
730
720
710
700
690
92+00 92+72
JOB NO. P-0614OA-05, P-0614OA-1
DESIGNED 2 2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
16"x4" RJ TEE
16" GATE VALVE 0
O4" GATE
VALVE -
CONTRACT SHEET
22 of 55
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
811
www.nc811.org
City of Gr6e r e rounc
Loca I o e uests
COG Water eso s e 73-2033
GDOT Traffi Si a _ — — 73-2606
COG/Gui1f rd Co. Telecom— 73-2084
COG Wat r upply - — — — — — 73-5855
Tanks e tment Plants
GDOT St r , ter _ — — — / 73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
16"x4" RJ TEE
4" 45' FITTING
016" GATE VALVE
4"x4" CROSS TEE
4" RJ VERTICAL O
BENDS 16"x4" RJ TEE
4" GATE 0 4" FLAP VALVE O
VALVE
4" 90' FITTING
15'x7'x6"
RIP RAP PAD
BLOW —OFF DETAIL 1
SCALE: NTS -
4" 90' FITTING El r 4"x4" RJ TEE
t"11 I I Ill
\A CAROB
SEAL
037518
4/13/2022
yE1fV W -
K-
CITY OF GREENSBORO 03C-09A
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III SHEET NO.
16" WATERLINE — OLD 421 ROAD
PLAN AND PROFILE 22 OF 55
STA 82+62 TO STA 92+72

r40
r30
P10
ERMA T. REYNOLDS-WOODFIN
6625 LIBERTY RD '
GCPN 0123554
DB 7270, PG 110
STA 583+25 I PB 19, PG 38, Lors 1 a 2
N 785730 I I I \
E 1805607 I I I
w
" PROP. 45' FITTING (HORIZONTAL)
PROP. 45' FITTING (HORIZONTAL) STA 583+75
I N 785726 I I ® L'GT I r l
1-SBD STA 583+32 E E 1805655 -SBD
I / I I GARAGE QI
PROP. 16" GATE VALVE I I N 785725 1
STA 582+50 I PP , E 18056120l
N 785795 O I ° ' 5 o J ,�P� / TREES i I V POST a �� i CONCRETE DRIVE o
E 1805582 I H�A / ���� / 15" RCP WELL I I /
Q u Inv. 37. 6 ® L'GT
a
w Out 7 6.48 SIDEWALK
N
CO
15" RCP L NDSCAPE I
-- r1r,� BRUSH
--_ f- - - - - -
Bj�RIDER Inv. In 729.93 B�JdS
^MAP ^H�F /� — —GUY_ PP
�P --�- — H/P OHP OM/P 15" RCP OH P �
OH/P_
Tn_.SH P O0 /P� OPEN CUT AND REPAIR —OP OH H�_OHS OJP/P OH/P OH/P OH/P
CO /P OH/P OH11.0
TE /GRAVEL DRIVE (19.74 TONS) Inv. In 748.130 I
2 POSTS 72�6 q . .NCRE_
I
FaD
[—T T T T T T T T T T T T T T �TT 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 T T T T�T dy T T T T T T T T T T T---�J
U�I
TTTT TTT T�T T T T T T T T T TIVI l� T T T T TTT T TTi T T T TT T TTT TT TT T TTT T TTT T TTTT T T T-��— TT T T�rIrG
FiC
— — — — — — — — —
4 JORD--��—
Inv. In 730.74 1
Inv. 73 35 OLD SR 1006 / Inv. O 749.582+00 5 +00 +UOFoc 51�587+00 588+00 / 589+00 °yA 590+00 out 749.39 591+00
Inv. Out 731.60
---------— —— ----------- BU — —CO CRET HE WALL ---- MKR RIED PIPE
F— OC— FOC FOC FOC FOC v COCF—OC--O— — —FO FOC FOC FOC FOC FOC— FO i
C _
FOC FOC FOC FOC
OC—FOCFOC FOC FOC FFOC FC O�C FOC FOC FOC y FOO4FOC�� FOC FOC FOCC CCFOC OC FOFOC FOC FOC— FOC FOC FOC FOC FOC FOC FOC FOC —fi—FB6-�FB6�FA�fgc! TOC�q OFOC FOC FOC FOC FOC JOC C C FOC FOC FOC Poc FOC FOC FOC FOC FOC
x � �
M OC FM FM
D MK
W)
ZI
581+11
WILLIAM THOMA5
FOUST, ,TR.
(UNMARRIED)
6607 LIBERTY RD
GCPN 0123508
DB 7638, PG 286
I
I
I
I
PP MONITORI G y
TREES V r/
Q\
Ld
/
I /
I
/
I
I
CREEK
PROP. 45' FITTING (HORIZONTAL)
STA 582+82
N 785773
E 1805605 GILMORE
LANDSCAPING, INC.
NEAR 6621 LIBERTY RD
GCPN 0217285
r PROP. 45' FITTING (HORIZONTAL) D8 7032 PG 2891
PROP. 16" DI FORCE MAIN 0
INSTALL 12' OFF
EDGE OF PAVEMENT
ERMA T. REYNOLDS-WOODFIN / ERMA T REYNaDS-WOODFIN
6621 LIBERTY RD 6623 LIBERIVC D
GCPN 012357,V GCPN 0123553
DB 7638, PG 1 p, TRACT 1 DB 7638, PG 1193, TRAC7'�
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER OF
2015.
2. DEFLECT PIPES AS NECESSARY PER MANUFACTURER'S
RECOMMENDATIONS TO MAINTAIN ALIGNMENTS.
KEY NOTES:
0 MAINTAIN MINIMUM 3' SEPARATION BETWEEN EXISTING
FIBER OPTIC AND PROPOSED WATERLINE.
O AS NECESSARY, POWER POLE SHALL BE SUPPORTED
AND GUY WIRE SHALL BE RELOCATED BY DUKE
ENERGY. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
30 PROVIDE 2'x2' CONCRETE PAD AROUND VALVE BOX.
CONTRACT SHEET
23 of 55
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
www=811.org
City of Grime r ergrounc
Loca I o /Rec luesft
COG Water eso s e 73-2033
GDOT Traffi Si a _ — — 73-2606
COG/Guilf rd Co. Telecom — 73-2084
COG Wat r upply - — — — — — 73-5855
Tanks e tment Plants
GDOT St r , ter _ — — — / 73-2569
�+ W W W -�r<«S
j NPDES
/ > � W � TREES VV
n
-- W- -- -- «- - -- - - - -- -- v -- W ,� -. Permit
-- -- -� �_ ----� -- -- General
w W �
THE /�/ �Q
Applies
TREES 0�
24" RCP
1'e000'
P Inv. In 728.43 I I iz
/ Inv. out 728.20 / / 62.29 SY OPEN CUT I Q i �=1
TREES I AND REPAIR PAVEMENT 11 1 i U
I PER COG STD 107A DISTURBED AREA =
17.39 AC
I
II
I I
w I GIS DISCLAIMER
Objects on this map shown
w I with a dotted linestyle were
not surveyed, they were
I compiled by photogrammetric
00655W (PO5805A-06) I I I 00675W (PO5805A-06) methods, available on the
OPEN CUT AND REPAIR 0O665W(P05805A-06) Geographic Information
ILLIAANDPWIFE 8 0R) Q, 00665W (P058059-05) 00LYNN 1LMORELA System (GIS) software used
WILLIAM W. GILMORE GRAVEL DRIVE (16.68 TONS) I M-�-I I VICKIE LYNN GILMORE LAYTON � VICKIE LYNN GILMORE LAYTON
6626 LIBERTY RD 6628 LIBERTY RD
LINDA 5. GILMORE I I GCPN o1P356R I GCPN 0123565 by the City of Greensboro.
6616 LIBERTY RD
GCPN 0123568 I Q I DB 7620, PG 1361, TRACT 1 PS 19, PG 38, LOT 13
D8 6463, PG 2006 .--I PB 19, PG 38, LOT 14
P8162, PG 73, LOT 1 I I
PB 30, PG 57, LOTS 1-24
GRAVEL
GRAVEL
W W
0- IZ
aCq
(0 11
00 00 PROP. 1011 LF
Z U') Z U') OF 16" DIP
m v~i m ci FORCE MAIN W/
CERAMIC EPDXY
LINING
ALL PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE 0 0.1 % OR GREATER
582+00 583+00 584+00 585+00 586+00 587+00
HDR Engineering, Inc. REVISIONS TYPE
of the Carolinas
NCBELS License No. F-0116 ROADWAY
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075 SEWER
704.338.6700
WATER
ISSUED FOR CONSTRUCTION SIDEWALK
PROFILE OVER
16" DI FORCE
MAIN EXISTING
GRADE
PHALT
EXISTING
DRIVEWAY PIPE
(APPROXIMATE
LOCATION ONLY)
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
588+00 589+00 590+00
CONTRACT ICONTRACTORI AS —BUILT I AUTH. DATE I WATER AND SEWER PERMITS
2022-041 A
2022-041 A
780
770
760
750
740
730
720
710
700
.•E
591 +0(591 +22
JOB NO. P-0614OA-05, P-0614OA-1
DESIGNED 2/2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
t"11111 111",,I
N CAROB
SEAL
037518
4/13/2022
'�, yE1tV W �N ��•
K-
CITY OF GREENSBORO 03C-913
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III SHEET NO.
16" FORCE MAIN — OLD 421 ROAD
PLAN AND PROFILE 23 OF 55
STA 581 + 1 1 TO STA 591 +22

1 790
1 780
1 770
1 760
1 750
1 740
1 730
1 720
1 710
MICAH SANDT AND WIFE, I JOSEPH FRANKLIN WELKER, JR. CHARLES E. FLINCHUM AND SPOUSE,
MARSHALL A. HOLLEMAN GILMORE LANDSCAPING, INC.
I I CELES SANDT I JOSEPH FRANKLIN WELKER, JR. 6709 LIBERTY RD SANDRA K. FLINCHUM
AND WIFE, I 1 6701 LIBERTY RD I AND WIFE, GCPN 0123561 6713 LIBERTY RD GCPN 0217725
BARBARA C. HOLLEMAN GCPN 0217749 MARY B. WELKER DB 2362, PG 309, TRACTS 1 & 2 GCPN 0123562 D8 7032, PG 2896, TRACT 3
6629 LIBERTY RD DB 7199, PG 772 6705 LIBERTY RD PB 19, PG 38, LOT 7 & PART OF LOT 8 DB 7077, PG 1714, TRACTS I & 2 RC REID 74031 /
PS 19, PG 38 LOT 4 I GCPN 0217759 PB 1 PG 38 LOT PARTS LOT 8 I DB 2136, PG 1529, TRACT 3 /
GCPN 0123555 I I I (D8 7199, PG 806) 9, , L 9 & F L I PROP. FIRE HYDRANT ASSEMBLY 42, LOT 1
DB 6324, PG 1759 I I I
PB 19, PG 38, LOT 3 DB 2740, PG 948, /
I DB 6923, PG 1154 & I SEE DETAIL 10/03D-08
DB 7199, PG 804 STA 100+26 /
I I PB 19, PG 38, LOTS 5 & 6 , N 784704 0 /
E 1806747 1 /
U
�I I 1-SBD �1 1-SBD
1-SBD I I I 1-SBD
N 3 - _ TREES C= O IIIII -- TREES
J
R�Es Q TREES
-/- /TRE/-ES
In' RCP
47.35
Inv. Out 747.25 -
-'�- - -- - -
�-
PP Eb PP PP /P El OH
OH/P OH/OH/JH/P� _U/p 0/P O/P OOH/P OH/P OH/P OiOH/P OH/P P OH/P /P OH/OH/P OH/P OH/PooLANDSCAPE P O
CV GUY (D /
MKR
0) I rI o LANDSCAPE I- J Q ki Q o
MKRI I � C): \ SIGN BORDER f- i / IQ
QI TJF / SI N � I POST POSTo I RFFS
T T T T T� / `�\r I "° A PHAt�T 2 T MKR / SI of / IV)
LT-T-T_T-T-T TAT TAT--T-TT-Ir IiTTT�T TTT T TTTTTT TTi T T T T i i T T/TT TT T�T TTTT�T - T�-TT T TTT - TAT T TTTT TTTTT
V�- - - - - - - - - - - - -� - - - - - - - - - - - - TIT - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
UTILAND MKR I A OLD 421 RD SR 1006 I,�18" RCP � 7.5�
AND VAULT \ Inv. In 746.18 \
° II Inv. Out 745.68 /
---- =Foy- --ee -rtoe--tee-Fee --roe e--fee- '------------
_ _ - -- ., roe-fOC--------
.-q/HOC- FOC FOC FOC 5qC FOC FOCI FOC FOC F FOC FOC FOC FOC FO �' OC F��� FOC FOC FOC FOC�- FOC FOC FOC �FOC FOC FOC FOC FOC FOC FOC F FOC FOC- OC FOC�/��77 FOC ° FOC FOC FOC FOC y'�I��-�'� FOC FOC FOC-
-FOC FOPS-- FOC FOCI FO F�� TV - - - - - - - - - - t�iY• - - - - - - O SIG RO° p JI161W� +00 �NY��0 - - - - - - - - - 1
LJ C FOC FOC FOC FOC FOC C FOC FOC FOC FOC FOC- FOC- FOC^O A B OC FO FO FOC FOC- FOC FOC FOC FOC FO FOC FOC FOC C FOC FOC FOC FOC FOC FOC FOC- FOC F C FOC FOC- FOCI F�� p SI GN F�� FOC- FOC- FOC- FOC- FOC- FOCJ
LiVi FOC�FOC F FOC-FOB FM - FM -I
r FOe FOe Oe F°e FOC - FM .... R FM FM - - FM
PED III�L' A PE I As�/ �/
W r W w r W W n ��.�, •� W o W� r cirri Pn1 F
W - W - -- -- - W W- -- W W W- -- -- -- w -- - - �- -- -- --
-- - -- -- -- -- _
ETLAND Inv. In 743.14
- -2 Inv. Out 742.29 -� > I I
I 0I °� 1 2 loll /
I> I I Ld 3 \ w
w I ICI I IQII I o Iz
I /
Z I I 11 1 ( I I I I
= I I I P BLDGL �� U
U I I PROP. FIRE HYDRANT ASSEMBLY I � I �-�„� / I °"'°� �Rq � � I-
F- I PER COG STD 101
a
°N
Q I I I STA 94+03 1-SBD i PROP. 16" DI WATER LINE /\� e� �R�VE \
N 18 627 0 I I EDGE INSTALL24'
PAVEMENT / OFFx\ ^/ \ °"'P \ °"� /
I I� E 1806273 I I I
I 1 I PROP. 16" DI WATER LINE /
INSTALL 34' OFF /
EDGE OF PAVEMENT /
1 00695W (PO5805A-06)
00685 W (PO5805A-06) I 00695W (PO58058-05) I /
1 00685W (PO5805B-05) 1 MARSHALL A. I /
1 DAWN GILMORE COLLINS I HOLLEMAN AND WIFE I
6700 LIBERTY RD BARBARA C. HOLLEMAN /
GCPN 0123564 I 6704 LIBERTY RD
DB 4989, PG 326 GCPN 0123563 /
PB 19, PG 38, LOTS 11 & 12 I DB 4688, PG 344
RC REID 74026 1 PB 19, PG 38, LOT 10 I /
DB 1651, PG 168
. AINN
rn
92+72 93+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
F)l
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
94+00
GRAVEL
_-- -----------I---I------- ------,--------------
--------------------------------------------------------------------------
---------------------------- ------
------------
PROP. 995 LF
OF 16" DIP
WATER MAIN
95+00
96+00
PROP. 995 LF
OF 16" DIP
WATER MAIN
97+00
REVISIONS
98+00
ISSUED FOR CONSTRUCTION
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
I
I
1-SBD
00705W (PO5805A-06)
00705W (PO5805B-05) 1
00715W (P05805A-06)
GILMORE LANDSCAPING, INC.
00715W (PO58058-05)
6613 LIBERTY RD I
WILLIE A. BROWN
GCPN 0217342
AND WIFE
DB 7032, PG 2896, TRACT 1 I
SYLVIA C. BROWN
RC REID 74027 I
4497 FOLGER RD
DB 2136, PG 1529
RC REID 74029
DB 1011, PG 126 (RIGHT-OF-WAY)
DB 1214, PG 1666
DB 1736, PG 2414 (DUKE POWER) t
PROFILE OVER
16" WESTLI N E
(TYP)
PROFILE OVER
16" EASTLINE
(TYP)
16" WESTLINE
(TYP)
16" EASTLI N E
(TYP)
"JSTALL 16" WATERLINE AND 16" FORCE MAIN
IT A DEPTH REQUIRED TO PROVIDE A MINIMUM
;OVER OF 4' BELOW EXISTING GRADE
r�
99+00 100+00 101 +00
CONTRACT ICONTRACTORI AS -BUILT I AUTH. DATE I WATER AND SEWER PERMITS
2022-041 A
2022-041 A
790
780
770
760
750
740
730
720
710
GENERAL NOTES: CONTRACT SHEET
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY 24 OF 55
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER OF
2015.
2. DEFLECT PIPES AS NECESSARY PER MANUFACTURER'S SENSITIVE INFORMATION
RECOMMENDATIONS TO MAINTAIN ALIGNMENTS. Not to be copied or
KEY NOTES: distributed without the
express written
O PROVIDE 2'x2' CONCRETE PAD AROUND VALVE BOX. permission of the City
OAS NECESSARY, POWER POLE SHALL BE SUPPORTED of Greensboro.
AND GUY WIRE SHALL BE RELOCATED BY DUKE
ENERGY. CONTRACTOR IS RESPONSIBLE FOR
COORDINATING ALL WORK AND SCHEDULING.
000NTRACTOR SHALL CLOSE GATE VALVE AFTER
INSTALLATION. 41MANIC'
102+00 102+67
JOB NO. P-06140A-05, P-0614OA-1
DESIGNED 2 2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
City of Groe r �cie rounc
Loca 1 o e uests
COG Water eso s e 73-2033
GDOT Traffi Si a _ - - 73-2606
COG/Guilf rd Co. Telecom - 73-2084
COG at r upply - - - - - - 73-5855
Tanks e tment Plants
GDOT St r , ter - - - - / 73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
Liberty Road Water & Sewer Improvements Phase III
16" WATERLINE - OLD 421 ROAD AT FLINCHUM AVENUE
PLAN AND PROFILE
STA 92+72 TO STA 102+67
t"11111 11 11",,I
N CAROB
SEAL
037518
4/13/2022
T^ 1 I NE�5e
0
yE1tV W
03C-10A
SHEET NO.
24 OF 55

MICAH SANDT AND WIFE, , JOSEPH FRANKLIN WELKER, JR. CHARLES E. FLINCHUM AND SPOUSE, GILMORE LANDSCAPING, INC.
I I CELES SANDT , JOSEPH FRANKLIN WELKER, JR. SANDRA K. FLINCHUM GENERAL NOTES:
MARSHALL A. HOLLEMAN 1 , AND WIFE, 6709 LIBERTY RD GCPN 0217725 CONTRACT SHEET
AND WIFE, 6701 LIBERTY RD GCPN 0123561 6713 LIBERTY RD DB 7032, PG 2896, TRACT 3
MARY B. WELKER
GCPN 0217749 GCPN 0123562
BARBARA C. HOLLEMAN W 6705 LIBERTY RD DB P6 38 L T7 TRACTS I & 2 RC REID 74031 1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY 25 OF 55
6629 LIBERTY RD I DB , P6 PG 772 I GCPN 0217759 PB 19, PG 38, LOT 7 & PART OF LOT 8 DB 7077, PG 1714, TRACTS 1 & 2 I DB 2136, PG 1529, TRACT 3 / SPATIAL DATA CONSULTANTS INC. AND BRADY
GCPN 0123555 I I PB 19, PG 38, LOT 4 r
DB 6324, PG 1759 I � I I (DB 7199, PG 806) PB 19, PG 38, LOT 9 & PART OF LOT 8 i PB 121, PG 42, LOT 1 /
DB 6 PG 38, LOT 59 DB 2740, PG 948, SURVEYING COMPANY, P.A. DURING THE WINTER OF
PB 19,I I DB 6923, PG 1154 & PROP. 16 DI FORCE MAIN I /
DB7199,PG804 INSTALL 12' OFF SENSITIVE INFORMATION
1 PB 19, PG 38, LOTS 5 & 6 I 2. DEFLECT PIPES AS NECESSARY PER MANUFACTURER'S
I EDGE OF PAVEMENT O2 I 1 / / RECOMMENDATIONS TO MAINTAIN ALIGNMENTS. Not to be copied or
rJ I I I PROP. 16" GATE VALVE ��KEY NOTES: distributed without the
STA 598+86 ��� express written
I ►--� I ' N 784697 01 G0� / O PROVIDE 2'x2' CONCRETE PAD AROUND VALVE BOX. permission of the City
1 I I 1-sBD I I I E 1806760
o� c of Greensboro.
U�C
I1-SBD I 1-SBD ��.PMAINTAIN MIN. 3 SEPARATION BETWEEN EXISTING1-SBD 1-SBD TREES FIBER OPTIC AND PROPOSED WATERLINE.
IJI�� , I �I TREES / 3 AS NECESSARY, POWER POLE SHALL BE SUPPORTED
AND GUY WIRE SHALL BE RELOCATED BY DUKE
I Q1 0 II/ENERGY. CONTRACTOR IS RESPONSIBLE FOR
0>- - TREES T COORDINATING ALL WORK AND SCHEDULING.
� I II I/ REES I��12RCPN � I I I Inv. In 747.35 I I + O4 PROVIDE CONCRETE CRADLE PER DETAIL
Inv. Out 747.25 I /
OH/P - OH/P - OH/P PP Q�P�O P - - - PP �{/� (�/p p1p OHl - OH/P OH/P PP OH/P OH/P OH/P OH/P OH/P OH/P I OH/P OH/P OH/P OH/P OH/I OH/P OH/P OH OH/ P /P OH/P H/P OH/P OH/P OH/P OH/P O 01 /03D-08•
�- - - I -- -- -- -/ -- --
GUY LL I�TI °,A� MKR I I BORDER
Q I / / PED
I LANDSCAPE I -J Q kJ J Q C3 Q
I MK I \ SIGN BORDER ° IF- City Of Grime r e round
Q T / SI N r � I o/ POST POSTo ' i 2 T I�KR -J - \ U) LOCQ I O A u9Sf5
(( �rT T T T T - P9 1 A AjPHAtT SIGN /
-T-T�T�T-T-T TAT TTT T T TTT TT TTT T T T iTTT TTi T T T T i i T T�TTTT T T TTTT T T TTT T TT -TAT T TTTT TTTT T COG Water eso s e 73-2033
_____--------------------------------------------------------- GDOT Traffi Si a --- 73-2606
- - - - - - - - - - - - - - - -
UTIL MKR I "%° OLD 421 RD SR 1006 1,�18" RCPd4��,��,�� COG/Guilf rd Co. Telecom - 73-2084
592+ O AND VAULT 593+00 11 \ 594+00 595+00 596+00 597+00 II inv.P�l!68 / 99+00 \ 601+00 ----
COG Wat r upply - 73-5855
600+00 Tanks e tment Plants
---- -� -------- �c� F� -Foy �°�-sae Fae -F0C- fOC-Fee -r-0 tee -fee -ee- C Foe--f8C - ree-foci ------ o------------------------� DOT Star ter ---- 73-2569
- - - - - - - - - - - - - F
.- - -F C FOC FOC FOC FOC FOC F C FOC FOC FOC FOC FOC FOC FOC FOC FOC F0C FOC FOC FO p - OC- F� FOC FOC FOC FOC F C FOC FOC FOC FOC FOC F FOC FOC FOC FOC FOC FOC- FOC FOC FO {FLOC Fes- FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC- F
FOC FOC FOC FOCI FO F�C FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC OC FO FO FOC FOC- FOC FOC FOC FOC FO FOC FOC FOC F�C FOC FO FOC FOC OC FOC FOC- FOC- FOC OC- FOC FpC HOC p SIGN LJ \`
,,�p, 2MB� FM IMFoc
F�� FOCI FOC 0 FOC OCG� FM 1
FOC = FOC FOC- FOC OC- FOC
FOC FOC�grwOC FOC FOC
PED ICI ICIR PED
VV TD�CC / W o i' Pill F_
YY PP W W Vi/ o W- NPDES
-o- W 4 1N- 4 2 W W W W - Tail c - -- -- -- / -- -- -� -- -- -- --
- - o -- - - -- - -- - -- -- - -- -- -- -- -- -- -- - -- T - -- --_ Gen Permit
j-ETLAND n 4 General er
\ -2 Inv. Out 742.29 -t > , I
i I�I I 3 loll / I �w Applies
>I IwI iz PP
Z� I ICI I IQII I o J
J 1 I ca l i O I I I I / I
I I METAL
= I I I
IBLDG �
DISTURBED AREA EA
0 Q
°",PQ 1-SBD / oRIVE 17.39 AC
=
I I I o "/P
/ I �°
I I I
/ I
1 OPEN CUT AND REPAIR GIS DISCLAIMER
GRAVEL DRIVE 17.63 TONS) 1_SBD I I / I METAL /
BLDG Objects on this map shown
with a dotted linestyle were
1 I I I not surveyed, they were
00695W (PO5805A-06) / / compiled by photogrammetric
00685W (PO5805A-06) I 00695W (PO5805B-05) I / 00705W ( PO5805A-06) I i� methods, available on the
1 00685W (PO5805B-05) , MARSHALL A. I OPEN CUT AND REPAIR I Geographic Information
DAWN GILMORE COLLINS I HOLLEMAN AND WIFE I 00705W (PO5805B-05) , 00715W (P05805A-06)
1 6 700 LIBERTY RD BARBARA C. HOLLEMAN GRAVEL DRIVE / GILMORELAND5CAPING,INC. 00715W(PO5805B-05) System (GIS) software used
GCPN0123564 I 6 704 LIBERTY RD I (16.23 TONS) / 6613 LIBERTY RD I WILLIE A. BROWN �' / by the City of Greensboro.
DB 4989, PG 326 GCPN 0123563 GCPN 0217342 AND WIFE
PB 19, PG 38, LOTS 11 & 12 DB 4688, PG 344
I I / DB 7032, PG 2896, TRACT 1 I SYLVIA C. BROWN
RC REID 74026 I PB 19, PG 38, LOT 10 I / RC REID 74027 I 4497 FOLGER RD
D8 1651, PG 168 I I DB 2136, PG 1529 RC REID 74029 /
i
/ DB 1011, PG 126 (RIGHT-OF-WAY) DB 1214, PG 1666
i DB 1736, PG 2414 (DUKE POWER)
t
1 770
Me
1 750
1 740
1 730
wlki(
WAI(
700
591 +22
F)l
GRAVEL
592+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
18" CULVERT
PROFILE OVER
16" DI FORCE
MAIN EXISTING
GRADE
GRAVEL
PROP. 995 LF
OF 16" DIP
FORCE MAIN W/
CERAMIC EPDXY
LINING
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
ALL PIPE SHALL BE INSTALLED ON A POSITIVE SLOPE OF 0.1 % OR GREATER
593+00 594+00 595+00 596+00 597+00 598+00 599+00 600+00
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER 2022-041 A
WATER 2022-041 A
ISSUED FOR CONSTRUCTION SIDEWALK
790
780
770
760
750
740
730
WI-41
601 +601 + 17 700
JOB NO. P-06140A-05, P-0614OA-1
DESIGNED 2/2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
t"11111 111",,4
N CAROB
SEAL
037518
•:• 4/13/2022 J
......
K-
CITY OF GREENSBORO 03C-1013
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III SHEET NO.
16" FORCE MAIN - OLD 421 ROAD AT FLINCHUM AVENUE
PLAN AND PROFILE 25 OF 55
STA 591 +22 TO STA 601 + 17

770
. o]
rlI(
rl�I�7
VAIC
TREES
JAY CHARLES CORUM \ 0074N
6715-6717 LIBERTY RD GILMORE LANDSCAPING, INC.
GCPN 0123452 9144-9154 OLD 421 RD
DB 4027, P61752, TRACT 1 GCPN 0123460
RC REID 74030 \ DB 7032, P6 2896, TRACT 2
DB 1344, P61377, TRACT 1 RC REID 74073
DB 2136, P6. 1529, TRACT
PB 121, P6, 43, TRACT 1
� BUSINESS
0
� woo0
�
\ \ TREES TREES q
BUSINESS \T
\� \ \ \ */ CONIC / XF \
o \ / � � G� J
\ F ( �s\ GRAVEL
4 / � �� �
PROP. 43 LF OF 30" \ \ \ ( ��' �1�� , RETAINING X \ 18 RCP
` STEEL ENCASEMENT �� ��Fi WALL D Inv. In 747.51 °ale
\ PROP. FIRE HYDRANT ASSEMBLY GRAVEL DRIVE Inv. Out 745.96
MIN. THICKNESS 0.312" � \ \ PER COG STD 101 / _ x �
BY BORE AND JACK \ \ \ \ STA 109+04 �� \\ QED
6 — � OHOH/p OH/P_ P OH/P 0 / l�U P P \ \\ \ \ \ \ N 784120 1 T OH/P % OH P� — O
O — G U Y��P OH%P OH/P OH/P \ \ 0 E 1807397 _ O O P OH/P OHIP OH/P xl ^ A
V—�--\}'\�\ \1� \ °HIP OH/P GUY \.1^' / OH/P \ IVI
Oi ) \ \ "C OH/P °H/P OH P ,t OHI� OH/P OH/P ,'i i
/ OH/P OH/P G OH/P>� _ f ` SIG N Gay
PROP. 52 LF OF 30" � 24,� RCP \ � y
<' Inv. In 749.08 \ \ SIDEWALK — SIGfJ� id t G POLE
STEEL ENCASEMENT Inv. out 748.26 GUY I PARKING STOP
�� o b MIN. THICKNESS 0.312" UTIL
T — T—'—T—T—T� Q BY BORE AND JACK \ Mo 2MB y eR-,ter-�MVE
7
----- T_7-2M:3 - 1. T—T \� SIGNjFOC
fcrl
2 / _ T _T_ T _ T T — — — — — — 1�Ox0o FpG pr----
_ _-------- -- --�� R1006��
FOC OC �JwL/�A voc
FOCI FOC—� F,C �� — �!� + _ _ — FOC_ C�_
�� �r..E� \ 0C—FOC— — Foc— — — — — X. PROPERTY LINE \o O�� _ _ F��F c �F°C / j�1
I 5 3' n J C C— FO F� 1 04+0 / p SIGN I I FOC_1 FOCI FOC— J I � FOCI FOC— FOC — — — p—� — — — — — — — — \ `Q FOC
C� F� � — �- BRUSH
• K R 6.5
. 5, FOC FOC FOCI FOCI FOCOS+OO FFOOICCC 1 O6 O V \ I L IOC = FOCI FOC — \ `
W 777777 FOCI FOCI FOC F F C FOCI FOC FOC V FOCI _ — � K R
FOC— FOCI FOC FOCI FOC— C FOC FOC�
102+67 103+00 t
0 FO
IGN `1 FM F— FOC FOC FOCI q — FM -- SIG
W \ W GRAVEL DRIVE TREES
Ig
6.3' W w W os W - W
TREES
Aq
a
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
W
a.
PROP. FIRE HYDRANT ASSEMBLY LO
PER COG STD 101
STA 104+ 16
N 784414 0
E 1807007
104+00
00725W (PO5805A-O6)
00725W (PO5805B-05)
JAY CHARLES CORUM (5IN6LE)
6715 6717 LIBERTY RD
GCPN 0123452
DB 4027, P61752, TRACTS 2 & 3
4464 FOLGER RD
RC REID 74030
DB 1344, P61377, TRACT 2 & 3
PROFILE OVER
16" EASTLI N E
(TYP)
PROFILE OVER
16" WESTLINE
(TYP)
105+00
W W
GUY\ BUSINESS
P
Oh/p
GI�Y \ /
OH
PROP. 16" DI WATERLINE
INSTALL 32' OFF EOP
PROP. 16" DI WATERLINE
INSTALL 42' OFF EOP
PROP. 819 LF
OF 16" DIP
WATER MAIN
106+00
EXISTING FIBER
OPTIC CABLE 16" WESTLINE
(APPROXIMATE (TYP)
LOCATION)
PROP. 819 LF
OF 16" DIP
WATER MAIN
107+00
REVISIONS
�S 0, '
/V) �5
0,
ONia
00735W (P05805A-06)
00735W (PO5805B-05)
6ILMORE LAND5CAPIN6, INC.
9161 OLD 421 RD 2
RC REID 74072
DB 2136, PB 1536, TRACT 6 '
PB 121, P6 43, TRACT NO. 2
GRAVEL DRIVE
108+00
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
16" EASTLI N E
(TYP)
U,A
0
CP
0)
i
800
ff-Tt
: 11
r
are,
750
ritell
PROP. 16"
FM
INSTALL 16" WATERLINE AND 16" FORCE MAIN 730
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
109+00
CONTRACT CONTRACTOR
VAR,
110+00 110+68
AS —BUILT IAUTH. DATE WATER AND SEWER PERMITS
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER
OF 2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO
MAINTAIN ALIGNMENTS.
KEY NOTES:
0 PROVIDE 2'X2' CONCRETE PAD AROUND VALVE
BOX.
CONTRACT SHEET
26 of 55
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
N*i
www.nC811.org
City
COG WaIs e
73-2033
GDOT Tr
a _ — —
73-2606
COG/Gu
Co. Telecom —
73-2084
COG Waup
— — — — —
73-5855
Tanksent Plants
GDOT Stter
_ — ——73-2569
NPDES
General Permit
Appl ies
DISTURBED AREA =
17.39 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
N CAROB
SEAL
037518
4/13/2022
A,
'�. �lE1tV W �N ��•
K—
JOB NO. P-0614OA-05, P-0614OA-06 CITY OF G R E E N S B O R O
DESIGNED 2/2022 BY MAs WATER RESOURCES DEPARTMENT
0310-11 A
SHEET NO.
26 OF 55
ISSUED FOR CONSTRUCTION
2022-041 A
2022-041 A
CONST. SURVEY BY Liberty Road Water & Sewer Improvements Phase III
CHECKED BY 16" WATERLINE — OLD 421 ROAD AT SKYLINE DRIVE/FOLGER ROAD
PLAN AND PROFILE
SCALE: AS NOTED STA 102+67 TO STA 110+86

JAY CHARLES CORUM \ 0074N
6715-6717 LIBERTY RD GILMORE LANDSCAPING, INC.
GCPN 0123452 9144-9154 OLD 421 RD
DB 4027, PG 1752, TRACT 1 GCPN 0123460
RC REID 74030 \ DB 7032, PG 2896, TRACT 2
DB 1344, PG 1377, TRACT 1 RC REID 74073
DB 2136, PG. 1529, TRACT
PB 121, PG. 43, TRACT 1
\
� BUSINESS
0
I w c
\ \ TREES \ 41
T
TREES �\ o CONC X E GS
\ \yG \ BUSINESS Q-RETA\ / V� GRAVEL ��
\ ( / / WALL
\ 18 RCP y
\� \ PROP. 68 LF OF 30" " \ \ G& \ �c / \ D Inv. In 747.51
\ \ PROP. 16 DI FORCE MAIN \ 0 \ \ / GRAVEL DRIVE / \ Inv. Out 745.96 x
\ \\ \ STEEL ENCASEMENT " INSTALL 20' OFF EOP \ ' / \ e V" 'n
\GU \ MIN. THICKNESS 0.312 \ \ P� / \ �P-F' �� , O
)H/P 0 PP \ \\ BY BORE AND JACK \ \ OH/P / OH/P��OH/P % OH, 9 /b
(01 O GUY P \ OH/P \ OH/P OH/p OH/P OH/P OH/P GU I \ \ 0 O I OH/P OH/P OH/P OH/P — OH/P \ ' / /� M v / / /
24" RCP OH/P OH/P OH/P Gt 0 oA/ OH/P /
QI �/ r� WET ND Inv. In 749.08 GH/P \ , / — — \ _ SIGN / �,�y Q
\ \ SIDEWALK tSIGjJ�AG POLE \
w' / ' ° W— 182-3 I \ Inv. Out 748.26 GUYo I / PARKING STOP
----'—T_T_SIG M I \ MKR
T 2MB &RAVEt'tMVE
------ — — — T�T_ ig T-2MB � \® SIGN
7.1 I I T T T T � T � T — (� — � \ � BOO/ / FO60j i
T� � \oy �p�F FOG
— — — — _ _ 602+00 °r� /-- - - —�-�— _ _ _ _ _ _ - _ _ — — — �� T [A�•/ 1 RD SR 1006 60W �F� OC&NF
—FFOC OC FO C FOCI — — _ — — — L �7 !� ' _ F� FOC/ /
oc /ryF��o/�,� Foc_ oC FOG �C— =Foc — — — — — — — `Ek PROPERTY LI O 607+QD — C—FOC�FO�FOC�
• C OCR r FOCI FOCI FOCI FOC — — — C \ oZ C� FOC_ F— FOCI F
I FOG pry N —t—h rc= FOC_ — — — — 5+ FOCF FOC FOG _ — BRUSH
I F `- F C� 8 FOCI I[ P`-' FOCI FOC��FOC 06+00 FOG
I MKR I — �j� — OC FOCI FOC— FOCI — FOC\ FO FOCI FOCI FOCI _ — \\\—
�— FOC C� FOCI FOCI FOC FOG FOC FOCI FOC FOG FOCI — — V
FOCI FOC FOCI FOCI FOG C� FOCI FO
FOCI FOC OC FOC FOC FOC— FOCI FOCI — — — —
_ _ FM SIG
�\ GRAVEL DRIVE TREES�' ` �I%
� W 7 A
LLJ
J
SIGN
OH/p
i
/
/
i
/
i
11111FP111
fT-111
ftl11
1 760
1 750
1 740
1 730
1 720
1 710
601+17
I ) 7 3�1
ROAD
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER
OF 2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO
MAINTAIN ALIGNMENTS.
KEY NOTES:
O MAINTAIN MINIMUM 3' SEPARATION BETWEEN
EXISTING FIBER OPTIC AND PROPOSED
WATERLINE.
CONTRACT SHEET
27 of 55
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
www.nc811.org
City
COG Water eso s e
773-2033
GDOT Traffi
Si a _ — —
73-2606
COG/Guilf
rd Co. Telecom —
73-2084
COG Wat r
lent
upply - — — — — —
73-5855
Tankstment Plants
GDOT St r
, ter ——73-2569
NPDES
General Permit
Applies
� W � 4
TREES PF'— /'� �� (O.0 N(S�
2 BUSINESS k
W GUY P / , k DISTURBED AREA =
a PROP. 16" GATE VALVE 17.39STA 605+36 AC
N 784247 ,�� �� = , A
`O E 1807229 G"'p00
71�
6_�zON `n` _ / GIS DISCLAIMER
Y
0073SW (PO5805A-06)
PROP. FORCE MAIN o /' Objects on this map shown
AIR RELEASE VALVE
0073SW (P058058-05) �
�GILMORELANDSCAPING, INC.rNc. o / with a dotted linestyle were
PER COG STD 211 9161 OLD 421 RD 2 not surveyed, they were
STA 605+30 RC REID74072 / compiled by photogrammetric
''
N 784251 DB 2136, P81536, TRACT methods, available on the / Geographic Information
00725W (PO5805A-O6) E 1807224 PB 121, PG 43, TRACT NO. 2
00725W (P05805B-05)
JAY CHARLESCORUM (SINGLE) System (GIS) software used
6715 6717 LIBERTY RD by the City of Greensboro.
GCPN 0123452
DB 4027, PG 1752, TRACTS 2 & 3
4464 FOLGER RD OPEN CUT AND REPAIR
RC REID 74030 GRAVEL DRIVE (166.25 TONS)
DB 1344, PG 1377, TRACT 2 & 3
0
602+00 603+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
EXISTING FIBER
OPTIC CABLE
(APPROXIMATE
LOCATION)
PROFILE OVER
16" DI FORCE
MAIN EXISTING
GRADE
GRAVEL DRIVE
�I
PROP. 812 LF
OF 16" DIP
W FORCE MAIN W/ W
CERAMIC EPDXY 940
+ LINING +
�o �o
ZCO ZCID
c�a �a
mc~i� m�
ALL PIPE SHALL BE INSTALLED ON A POSITIVE SLOPE OF 0.1 % OR
604+00
605+00
ALL PIPE S
REATER
BE INSTALLED ON A NEGA
800
790
780
I
-
I 770
PROP. 16"
WATER
PROP. 16"
WATER
760
750
740
730
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
SLOPE OF 0.1% OR GREATER
720
710
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
,"1111111,,,,/
N CAROB
SEAL
037518
4/13/2022
-.................
i.
606+00 607+00 608+00 609+00 609+31
K
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
WATER AND SEWER PERMITS
JOB NO. P-0614OA-05, P-0614OA-06
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
03C-11 B
ROADWAY
DESIGNED 2 2022 BY MAS
SEWER
2022-041 A
CONST. SURVEY BY
Liberty Road Water & Sewer Improvements Phase III
16" FORCE MAIN — OLD 421 ROAD AT SKYLINE DRIVE/FOLGER ROAD
PLAN AND PROFILE
STA 601 +17 TO STA 609+31
SHEET NO.
WATER
2022-041 A
CHECKED BY
27 OF 55
ISSUED FOR CONSTRUCTION
SIDEWALK
SCALE: AS NOTED

t 0076N
0075N GILMORE LANDSCAPING,
yx % PROP. 45 FITTING (HORIZONTAL) I DANIEL PETER DEVRIES \ INC.
STA 111 +81 TYRINA LOUISE DEVRIES \ 9154 NEAR OLD 421 RD
CO / TC N 784092 I 9010 OLD 421 RD GCPN 0217330
/ E E 1807626 RC REID 74074 \ D8 7032, PG 2896, TRACT 4
PROP. FIRE HYDRANT ASSEMBLY DB 2416, PG 1123 RC REID 74090
/ � 1.3 ' F _ SEE DETAIL 11 /03D-10 PLAT 51, PG 8, LOT 1 \ DB 2136, PB 121, PG. 28, LOT I TRACT 4
/P ' PROP. 45' FITTING (HORIZONTAL) I I I STA 113+76 \ `� �\ �'
Q N STA 111 +89 {" 2' � 1 I w I N 784050 0 \ \ \ \\ \ �'
� ° � OPEN CUT AND PROP. FIRE HYDRANT ASSEMBLY 00
F +� �� /P N 784082 I I E 1807817 \ ` REPAIR GRAVEL DRIVE \ \
to SEE DETAIL 10/03D-10
o 0 4y—OH/P=0H18�31 G i � I \\ °\\ (15.37 TONS) \\ V\ STA 118+34 1
Y- V�G/ / OH/P \ 0 —OH P / > OPEN CUT AND REPAIR \ TREES \ N \ N 784079
\ WETL'A 4+O0 �°H'P � P I I GRAVEL DRIVE (12.96 TONS) _ \ \ E 1808274
�,/ \ 182-2 //� (wj� GUY �\ �� \ \ O
WOO J OO l // \ F \ FO \ - ` ` ` . T 1 H�P � OH/P OH I \ \ �O \ \ L \ O
W 0 I I /P�1 15+00 1 16+001 00 \ 1 18+oOs 1 19+00 \ +
F°°� - , o °H/P� _ \ \ 117+ \ \ \ SIGN �\ 120+00 121FCC. N
roc
\ 16.5
F Fes\ \ \ \ F_°` 7u-. W
FoC` FoC, ° W (� W ° H/P W ' G V Y P ° W
FOCI - - - _ lI1T� MKR OH/P H/P OH/P OH/P OH/P OH/ OH/P OHIP P OH P OH P �� �H/P - OH/P -OH P - P OH-�bF1� - - I Q
°°�F°° 45' RJ FITTING (HORIZONTAL) F� F°°_ W . �—; - - - - yy - --
PROP. - - - - - - - - P-U
\ FOC FC\C� _ FOC— Fo OC FOC C FOCI FOCI FoC — FOC— FOC FOC— FOC FOC FOC— F FO OC C FOC FOC— FOC FOC F0 , CL
W 4 F�-
T FOC F°° STA 111 +68 Y per- TI
N78 1 1 + FOCI FOCI FOCI C— FOC— FOC— FOC FOC FOC FOC FOC FOC _FOC FOC FO FOC FOC FOC FOC FOCI FOC� AAId
_
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
_ _ E_1807614 _ 0RELOCATE GUY WIRE OLD 421 RD
\
- \ lu
PROP. 45' RJ FITTING (HORIZONTAL) F-4 ___________ _______ ___ _
STA 111 +61 = _ _ _pOC— FOC — ' F C FoC FOC FoC FOC FoC— FO° F°C F°C— 75 LF OF 30" STEEL FOC F°°
Q N 784076 C — F0 oC F� F° ENCASEMENT MIN. THICKNESS
E 1807621[�/'_� _� /- - - MKR - - - - 0.312" BY BORE AND JACK -
PROP. 45' RJ FITTING (HORIZONTAL) �I\1� O nI//SIG1 I I 52 LF OF 30" STEEL
STA 111 +23 IGN a I� Q� �/ I I ENCASEMENT MIN. THICKNESS
N 784031 UTILg_� 1; 0.312 BY BORE AND JACK
E 1807606 MKR SIGNA °—� Q SI I F�—Mg
C/ I "''^' IC— FOC— FOC
X
_ PROP. 45' RJ FITTING (HORIZONTAL)
STA 111+68
I _ N 784029 N Ae
E 1807601 �L BOX / FOC 9�S NAL
/ 0 FO�� _[,° I I \ PP 3-RAIL WOOD FENCE o SIGN
I �6 _X—X—x—x xIL
IL
,MKR �� I I \ ❑ I
PROP. 45' RJ FITTING (HORIZONTAL) Gi�i�— PP SIGN / SHED �X\
STA 111+24 m G / '� -- -- -- e �, Z G_- -- -- -- - - -- -
I N 784043 / �' tr
°� MB/ / - -- ---- ---I ---------
E 1807601 G A^ v GUY Jd TILE / r� / /SHALT RSp
I Q Z
I ca � � /
PROP. 45' RJ FITTING (HORIZONTAL) I /MKRO� '�_ /f- __ I I �D D Z
I STA 111 + 19 / , / / - t_ - o p� o
- - _ N 784041 a� ' / R 10Q�'Y I o p z,-
- E 1807596 _ / �� WELL 10 a �z
- U' v
\�� 1-SBD
VEL- -_ PIme
Dr 7L
PE\/
/
780
770
760
/
/
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0
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720
0
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710
in
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+
a
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110+186 +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
31 LF OF STEEL
30" CASING PIPE
31 LF OF STEEL
30" CASING PIPE
PROFILE OVER
16" DI
WESTLINE (TYP)
PROP. 16" 45'
RJ FITTING
(HORIZONTAL)
STA 111 +89
PROP. 16" 45'
RJ FITTING
(HORIZONTAL)
STA 111+81
PROP. 16" 45'
RJ FITTING
(HORIZONTAL)
STA 111 +68
PROP. 16" 45'
RJ FITTING
(HORIZONTAL)
STA 111+61
PROP. 16" 45'
RJ FITTING
(HORIZONTAL)
STA 111 +24
-PROP. 16" 45'
RJ FITTING
(HORIZONTAL)
STA 111 +23
-PROP. 16" 45'
RJ FITTING
(HORIZONTAL)
STA 111+19
W
a
aCID
N
X N
IN
mN
112+00
113+00
OW
PROP. 16"x6 RJ TEE
STA 113+66
114+00
--
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- �W /'
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i
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FOC OC FOC FOC FOC FOC— FOC OC FOC FOC
--— - -- - F-
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----------F
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-
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SIGN
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-
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o
P P. 16" DI WATERLINE
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PROFILE OVER
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(TYP)
-------------
2 PROP. 16"x6" RJ TEE 6" GATE VALVE
16" DI EASTLINE 16" DI STA 118+42 STA 118+49
(TYP) WESTLINE (TYP) 6" GATE VALVE
STA 118+49
W
t0 M
x'*
(0 +
�00
a�
0Q
X
a
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TO PROVIDE A MINIMUM COVER OF 4' BELOW r
EXISTING GRADE z
a 0Q oQ
N m N W ON
115+00 116+00 117+00 118+00 119+00
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER 2022-041 A
WATER 2022-041 A
ISSUED FOR CONSTRUCTION SIDEWALK
120+00
JOB NO. P-06140A-05, P-0614OA-1
DESIGNED 2/2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
780
770
760
750
740
730
720
710
700
CONTRACT SHEET
R 0 F r, r,
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
MOWN-6r1lih-
'0'aironnn�
City
v
COG Water eso s e . 73-2033
GDOT Traffi Si a _ _ _ 73-2606
COG/GuiIf rd Co. Telecom - 73-2084
COG Wat r upply _ _ - - _ - 73-5855
Tanks -Tre tment Plants
GDOT St rm ter _ - _ - _373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER
OF 2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO
MAINTAIN ALIGNMENTS.
KEY NOTES:
01 PROVIDE 2'x2' CONCRETE PAD AROUND VALVE
BOX.
OAS NECESSARY, POWER POLE SHALL BE
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY DUKE ENERGY. CONTRACTOR IS
RESPONSIBLE FOR ALL WORK AND
SCHEDULING.
03 MAINTAIN MINIMUM 3' SEPARATION BETWEEN
EXISTING FIBER OPTIC AND PROPOSED
WATERLINE.
04 CONTRACTOR SHALL CLOSE GATE VALVE AFTER
1 ST L TIO .
055 PROVIDE CONCRETE CRADLE PER DETAIL
01/03D-08.
2
121+00 K—
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III
16" WATERLINE - OLD 421 ROAD AT JULIAN AIRPORT ROAD AND BULB ROAD
PLAN AND PROFILE
STA 1 10+86 TO STA 121 +00
,N •CARD
SEAL
037518
4/13/2022
03C-12A
SHEET NO.
28 OF 55

0076N
\fff/ I 0075N ` \ GILMORE LANDSCAPING,
7E -A / I DANIEL PETER DEVRIES INC.
O0) / TREES I TYRINA LOUISE DEVRIES 9154 NEAR OLD 421 RD
/ 9010 OLD 421 RD GCPN 0217330
N
/ RC REID 74074 �j \ D8 7032, PG 2896, TRACT 4
I DB 2416, PG 1 \ `�j DB 2136, PG.RC I1529, TRACT 4
/ / } / F I I I \ \ PLAT 51, PG 8, LOT 1 \\ \ \ / PB 121, PG. 28, LOT 1 r` 1
OH
BRUSH
O \ / —oH I Q " �1. \I _\ TREES \ N \
- \ WETLAND /P P / [if 1 105 LF OF 30 STEEL ENCASEMENT \ Q \
,j o\o w�p�2-2 GUY "P 1 MIN. THICKNESS 0.469" `� \\ \\
c —CEO"/P BY BORE AND JACK N
- _ Iti X I O"/P \ \ \ \ TREES
(3� 44j/ �F — a 0 SIGN
°"/P ° WETLAND BRUSH
Foc �V T �\\ \F�°C F�\FC\��.��.`���,•,{lF=./,�'`.COCF _ _ qF —a — /
P
OC FOct O"/P P W GUY /P P -W AOHZPOHP OH P OH —
—
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FCCUT MKR OH/P OH/P OH/P OH/P OHOH oP OH P OH
/_ --
FO W_ 01— inb 10POC _FOC_FOC--FOC F-OC b bFOCI mND VAULT GU
FOC FOC FOCFOC FOC FOC— FOC— FOC— FOC— FOC FOC FOC— W
Y F� O\ OCI FO�rFCFC OCI C— FOC— FOC— FOC FOC FOC FOC FOC FOC FOC FOC FO FOC— FOC FOC FOC FOC— FOCFOC FOC
\ I FOC FOC FOC FOC FOCFOC C FOC FOC—FOC FOC FOC FOC OC FOC—
FA4
— — — — — -- — — — — — --- _--- — - — —
SIGN SIGN
F\=RELOCATE GUY WIRE OLD 421 RD SR 1006 RELOCATE GUY WIRE
■OOCO/ OFOC
F FOC FOC C C FOC C FOC FOC FOC OC FOC OFOC OFOC FOC OFOC FOC FOC C FOC , FC__ FOC
FOC-
`
FaFocMKR 18' RCP
PROP. 16" GATE VALVE
STA 253+91 S \ /' S I TREES Inv. Out 744.80
N 783998.48 0 OIGN �� / sI 00/ , PROP. 90 FITTING (HORIZONTAL) BRUSH
E 1807795.45 �Q!/ I I 5.4 STA 255+01 0
12 MKIR S` I]GTc AIL -BSI I F� UTIL E 1807905 SIGN
FOC FOC � 0 O
PROP. 16" GATE VALVE c
- STA 256+28 /
_ N 783870.50 0 a SIGN�z / /' z/
_ E 1807893.91 CTRL BOX_ / Q'-96�<SFo FOC_ 'PNAL I I PP
AIL II O
SIG/ K RO o 3
G _ , - -
04
o e/ // �/- ---- ---�--------, o 0
tT a L
p�c'�Ho o IGUyTIL®�T—T
o �
GRAVES pRIVE—�/ /MB/// WELL '
SBD
ti
/O
----_— GRAVEL DR/
E
790
780
770
760
750
740
LL
730
a
Z
720 a
710
252+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
PROFILE OVER
16" DI FORCE MAIN
EXISTING GRADE
EXISTING FIBER
OPTIC CABLE
(APPROXIMATE
LOCATION)
in
105 L OF
30" STEEL CASING PIPE
102 LF OF
30" STEEL CASING PIPE
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
3-RAIL WOOD FENCE o SIGN
—x—x—x—x—x�
I
SHED \
\ rm
z
PROP. 16" CAP 103 LF OF 30" STEEL ENCASEMENT
STA 256+52 MIN. THICKNESS 0.469"
N 783853 BY BORE AND JACK
E 1807878
ALL PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1 % OR GREATER
A POSITIVE SLOPE OF 0.1% OR GREA
253+00 254+00 255+00 256+00 257+00
REVISIONS TYPE
ROADWAY
SEWER
WATER
ISSUED FOR CONSTRUCTION SIDEWALK
O
00
LO
N
790
07
VTI11
mill
r.41-111
VL%
r1&II1
VW11
Z 710
J
U
Q
258+00
CONTRACT ICONTRACTOR
2022-041 A
2022-041 A
SIGN
BRUSH - - - - - - - -BRUSH- -
- -TREES - -
I CONTRACT SHEET
I
29 of 55
I
I SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
8
'N��
111111wo www.nc811.org
city
COG Water eso s eIm—
GDOT73-2033
Traffi
Si a _ —73-2606
COG/Guilf
rd Co. Telec73-2084
COG Wat r
upply - — — —73-5855
Tanks e tment Plants
GDOT St r
, ter _ — — —73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER
OF 2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO
MAINTAIN ALIGNMENTS.
GENERAL NOTES:
OPROVIDE 2'x2' CONCRETE PAD AROUND VALVE
BOX.
K— II
AS —BUILT AUTH. DATE WATER AND SEWER PERMITS JOB NO. P-06140A-05, P-0614OA-06 CITY OF GREENSBORO
DESIGNED 2 2022 BY MAS WATER RESOURCES DEPARTMENT
CONST. SURVEY BY Liberty Road Water & Sewer Improvements Phase III
CHECKED BY 16" FORCE MAIN - OLD 421 ROAD AT JULIAN AIRPORT ROAD AND BULB ROAD
PLAN AND PROFILE
SCALE: AS NOTED STA 251+50 TO STA 256+55
t"11111 111",,I
\ACAROB
SEAL
037518
4/13/2022
...............
W �N ��•
03C-12B
SHEET NO.
29 of 55

I i i 0080N GENERAL NOTES:
0077N 0078N 0079N 0081N
KELLIE LYNNE HARVELL C. C. BULLARD AND WIFE LILLIAN MARIE MARTIN HARVELL GILMORE I LINDA WRAP JENKINS
1 8920 OLD 421 ROAD I L. MARGARET BULLARD I 8900 OLD 421 RD LANDSCAPING, INC. 8876 OLD 421 RD 1 . SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
I RC REID 74089 1 8910 OLD 421 RD I RC REID 74096 9154 NEAR OLD 30 I RD 1 RC REID 74097 SPATIAL DATA CONSULTANTS, INC. AND BRADY
RC REID 74091 DB 2503, PG 11434, TRACTS 1 & 3 I DB 2432, PG 1086 GCPN 2896, 0 SURVEYING COMPANY P.A. DURING THE WINTER
I I
DB 308, PG 630 IDB 7032, PG 896TRACT DB 2263, PG 651, FIRST TRACT, '
1 ,TAMES BULLARD RC REID 74090 SECOND TRACT, OF 2015.
1 I JEAN BULLARD ELLIS I 1DB 2136, PG. 1529, TRACT I THIRD TRACT
1 ESTATE FILE 04E279 I I P8 121, PG. 28, LOT 1 I 2. DEFLECT PIPES AS NECESSARY PER
II 1 I I MANUFACTURER'S RECOMMENDATIONS TO
PROP. FIRE HYDRANT ASSEMBLY I I , 1 MAINTAIN ALIGNMENTS.
I
SEE DETAIL 11 /3D-10 ; ; 1 ' KEY NOTES:
I STA 122+86 I I
N 784090 0 I I I I 0 PROVIDE 2'x2' CONCRETE PAD AROUND VALVE
E 1808725 1 OPEN CUT AND 1 1 BOX.
I REPAIR GRAVEL 1 OPEN CUT AND REPAIR OPEN CUT AND REPAIR PROP. FIRE HYDRANT ASSEMBLY
I DRIVE GRAVEL DRIVE (35.27 TONS) I PER COG STD 101 O AS NECESSARY, POWER POLE SHALL BE
I _ (1GRAVEL DRIVE (9.65 TONS) 4.32 TONS) I STA 128+41 O SUPPORTED AND GUY WIRE SHALL BE
OPEN CUT AND , — — / 1 N 784133 RELOCATED BY DUKE ENERGY. CONTRACTOR IS
REPAIR GRAVEL I E 1809276
1 1 I RESPONSIBLE FOR ALL WORK AND
DRIVE (11.27 T07 GARAGE CELLAR I \ I GARAGE TREES
1
I I it i 1
1 \ I' 1 - ' I I PROVIDE CONCRETE CRADLE PER DETAIL
O _ _ _ _ \ z II I 1 I PROP. 16 SDI WATERLINE I I 00 O -
+ LES ® �\ iI II I INSTALL 13 OFF I I + 01/03D 08.
EDGE OF PAVEMENT I C�
/ 1II 1-SBD l I 1 I1 16
CV 1-SBD it I' 1 I 18" RCo II� I I II :10c I I
RAMP I)BRUSH ®I°T Inv. In 48.02-SB1D/
G �746.66BLOC LK>Q BLDI
I rDci
0I0 I \ a I Ir 1 I0
(n1 ^ ��J I j ¢I \ I �� I I I BRUSk 3 ��II I mil
3 L 2" R P O \ ¢ I J > �< 122+0 124+00 II �11
nv. I 746.725+00 I �' I; 127 I I I 1 9 00 0 `T' j+02 I I 1
0 i 1 3+00 C I I I Inv. Lit 746.69 \ 1 �6+ 1< I IDEWA `t,� I 28+00 I 1 11 1
TL D BRUSH m \ LL _ p,d�b�ny— 1 I (A
W— �W U qU AU w
W N► - AU - q A U AU _ W 1�P W PP W
9P OH/P _ OH — — OH/PKA
°N/P PED� OH/ P O /P T H TV — — OH/— �vn�/ — — OH — — — —/WV — — — ° / OH/P — OH/P _ — OH/P — W H/P OH/P — — OH/P—� 0 P OH
i — /
4� o -- -- -- — ---- o W PP W t7 oPOST F o
_ / GW oMB W MBI
C FOC FOC FOC / FOC FOC — FOC FOC FOC— — FOC FOC FOC— FO� — FOC FOC— — FOC FOC� — \ T 7T —— —� —— — T T T T T M B T T T T T T T i T T T T T T T-- T T — T-- T T T T T T �— T T T—
RTLOCATE GUY WIRE O \ \ / / OLD 421 RD SR 1006 RELOCATE GUY WIRE O
-------------------------- -- ------------------------------------------ OPEN CUT AND REPAIR
6C F F0C FOC�FOC FOC FOC FOC FOC� FOC FOC FOC FOC FOC FOC FOC FOC �'� \ S��
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC F C FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC 'cc FOC FOC "GRAVEL DRIVE (1 3.27 FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC I
LLI
Z __ _ __ _ _�_ Foc �- -- - -- -- -- -- TONS) - -- -- -- -- -- -- --�W
18" RCP _ _ _ _ _
- -- -- - - -- -- -- -- - -- -- -
I n
=7v.
Out 744.80 BRUSH BRUSH /USH BRUS o' o z J
rREES o OPEN CUT AND REPAIR
9 GRAVEL DRIVE (14.84 TONS) U
Q / P}i o Q
o SIGN / o 7�
DR UTIL a /' UTIL C/)
PIPE I MKR I MKR O
O C
Q SIGN SIGN SIGN z
o %i/ o D
SIGN i > ' MKIR D
- --- - -- -- -- -��� -- -- -- -- - - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -
780
770
760
750
740
730
720
710
700
F)l
PROFILE OVER
16" DI EASTLINE
(TYP)
PROFILE OVER
16" DI
WESTLINE (TYP)
I " " I J � 16" DI EASTLINE 16" DI PROP. 16"x6" TEE-/
PROP• 16 x6 RJ TEE (TYP) WESTLINE (TYP) STA 128+41
STA 122+76
W W
FL to (L a a�
04 N INSTALL 16" WATERLINES AT A DEPTH REQUIRED W + rn
04
z TO PROVIDE A MINIMUM COVER OF 4 BELOW z
w Z EXISTING GRADE w a z a
m N W N m W
122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00
HDR Engineering, Inc. REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
of the Carolinas
NCBELS License No. F-0116 ROADWAY
Ca oeh82 f Church
2075 SEWER 2022- 041 A
704.338.6700
WATER 2022-041 A
ISSUED FOR CONSTRUCTION I SIDEWALK
780
770
760
750
740
730
720
710
700
iIV31Q11@,
JOB NO. P-06140A-05, P-0614OA-1
DESIGNED 2/2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CONTRACT SHEET
30 of 55
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
811
IN
0 6 1 www.nC811.org
City of G7PIants
e rounc
Loca e nests
COG Water 73-2033
GDOT Traffi_ — — 73-2606
COG/Guilflecom — 73-2084
COG Wat r— — — — 73-5855
Tanks tsGID St r— — 73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
t"11111 111",,I
N CAROB
SEAL
037518
4/13/2022
' ,C W w - w
K-
CITY OF GREENSBORO 03C-13A
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III SHEET NO.
16" WATERLINE - OLD 421 ROAD
PLAN AND PROFILE 30 OF 55
STA 121 +00 TO STA 131 +00

780
770
760
750
740
730
720
710
700
I
0082N
OTIS M. BARKER AND WIFE, '
MARGARET 5 BARKER I
8868 OLD 421 RD
RC REID 74098 1
DB 1455, PG 1033
MARGARET 5 BARKER I
(BY ENTIRETY)
D 287 2622 (GUILFORD COUNTY)
1
I
1
i
JSBD I
PROP. FIRE HYDRANT ASSEMBLY
SEE DETAIL 11 /3D-10
STA 133+20
N 784149 0
E 1809754
PROP. 16" DI WATERLINE
INSTALL 13' OFF
EDGE OF PAVEMENT
0083N
STEPHEN B. BEESON
AND WIFE,
MARJORIE 5. BEE50N
7001-7023 OLD 421 RD
OR 8794 OLD 421 RD
&CPN 0123450
DB 3938, P& 1785
RC REID 75547
D81318, PG. 919
MARJORIE 5. BEESON
(BY ENTIRETY)
8K 86, P& 44
(RANDOLPH COUNTY)
± z TANK OPEN CUT AND REPAIR
°Ld�I GRAVEL DRIVE (14.79 TONS) OPEN CUT AND REPAIR
GRAVEL DRIVE (13.68 TONS)
V) jz
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. DURING THE WINTER
OF 2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO
PROP. FIRE HYDRANT ASSEMBLY MAINTAIN ALIGNMENTS.
SEE DETAIL 10/03D-10 KEY NOTES:
STA 138+99
N 784194 O 0 PROVIDE 2'x2' CONCRETE PAD AROUND VALVE
E 1810331 BOX.
— O2 AS NECESSARY, POWER POLE SHALL BE
1 O SUPPORTED AND GUY WIRE SHALL BE
O RELOCATED BY DUKE ENERGY. CONTRACTOR IS
+ RESPONSIBLE FOR ALL WORK AND
i SCHEDULING.
O3 CONTRACTOR SHALL CLOSE GATE VALVE AFTER
F- INSTALLATION.
I�U) 4 PROVIDE CONCRETE CRADLE PER DETAIL
°,q m % 00 BRUSH / 01 03D-08.
00 2+00 I 134+00 135 136+00
I 133+00 137+00 138+ GUY I � 39+ 140 x00 °� 41
/
L '�
WOOD DEBRIS W W W W W W
W W �••^ W PP OVEN W
OH/P OH P 1� OH/P — 0 �P — � — — — — — ��—��X X X— X �E — — — — — — — — P — — — — � — — — — — — — — — — — — OJ�L� — Ii — — — — — — — — — — — — — — — —
—Oj� 0 PH P OH P OH P OH P OH P OH OH P OH P P OH P OH OH P OH OH P OH OH P OH P 0 fT—
W-- -- W PP W W v W W W �' W W W W W yy v o- -o
-- —T— — T T T 7 T T T T T T T T T T T T® T T T T T T T y T T T T T T T T T T T T T T T T T T T T
_T7T--i—T--T--T — T — —TT — TT — —TT --TT — T--TTT — —TT TIT T T T T T T T T T TT T T T TTTTT TTT a T T TT T T T T TT T TTTT T TTTT
o
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
15" RCP
Inv. In 751.36 2 4 OLD 421 RD SR 1006 / RELOCATE GUY WIRE 3
1Inv. Out 751.20
--------------------------\ /---------_-------------- ----------------------
J FOC _ FOC FOC FOC F0C FOC —FO--C --FOC—--- —FOC ---FO—C --—FOC—---_
F
OC --FO--C --—FOC—----FOC --FO—C—-- —FOC—---FO—C --FO—C ---- FOC— ---FOC- --FO—C --FOC --------FOC FOC--FOC FOC FOC FOC FOC FOC FOC FOC FOC YwC \FOC FOC FOC FOC FOC FOC FOC O FOC -FOC FOC_-- FOC F-OC - FOC --FOC FO-C
-FOC FOC FOC FOCSHF#OC FOC FOC FOC FOC FOC FOCI
ZFoc ��O O O O O
MKRMKR -- -- - -- -- -- Z
�_ z OQ BRU
U °30" RCP � WETLAND -= O
7
0 I / W—A-183-1
Q Inv. In 750.08 q ASPHALT \ 10U
0
Inv. Out 749.68 0 UTIL Y't--�
SIGN UTIL° UTIL° SIGN I li UTIL° o MKR ° DR <
MKR DR � MKR a i MKR I
I PIPE o PIPE
0
\m I o
I
SIGN o z POoST POST
SIGN / SIGN o
F_ o /� GATE
:�E WOVEN WIRE FENCE
DX XX— ( 1
- -- -- -- -- - -- -- -- -- -- -- -- -- -- \�--- -- -- -- -- -- -- -- -- -- -- -
- PROFILE OVER
16" DI
PROFILE OVER
WESTLINE (TYP)
16" DI EASTLINE
(TYP)
-
-----
------
---------
PROP. 16"x6" RJ TEE 6" GATE VALVE
STA 139+09 STA 139+16
PROP. 16"x6"
RJ TEE
STA
133+10
16" DI
EASTLINE
16" DI
PROP. 16"x6" RJ TEE 6" GATE VALVE
STA 139+09
(TYP)
WESTLINE(TYP)
STA 139+16
w
a
w
a
a'
ao
�+
a+
D:
7)
INSTALL 16" WATERLINES AT A DEPTH REQUIRED
z
w
1zW <
TO PROVIDE A MINIMUM COVER OF 4' BELOW
w
z
m
EXISTING GRADE
m
w cn
IiNineIf7
i[6fZJ1I17
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
iK_%fSIIII7
iP61: 7
780
770
760
750
740
730
720
710
700
CONTRACT SHEET
31 of 56
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
www.nc811.org
City
COG Water eso s e
73-2033
GDOT Traffi
Si a _ — —
73-2606
COG/Gui1f
rd Co. Telecom —
73-2084
COG Wat r
LIP- — — — — —
73-5855
Tanks e tment Plants
GDOT Star
, ter73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
iiiii
VERTICAL SCALE IN FEET
t"11111 111",,4
N CAROB
SEAL
037518
4/13/2022
Aft W -
136+00 137+00 138+00 139+00 140+00 141 +00
1 K —
REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
WATER AND SEWER PERMITS
JOB NO. P-0614OA-05, P-0614OA-06
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
ROADWAY
71DESIGNED
2 2022 BY MAS
SEWER
2022-041 A
CONST. SURVEY BY
Liberty Road Water & Sewer Improvements Phase III
16" WATERLINE — OLD 421 ROAD
PLAN AND PROFILE
STA 131 +00 TO STA 141 +00
103C-14A]
SHEET NO.
WATER
2022-041 A
CHECKED BY
31 OF 55
ISSUED FOR CONSTRUCTION
SIDEWALK
SCALE: AS NOTED

0083N
STEPHEN B. BEESON
AND WIFE,
MARJORIE S. BEESON
7001-7023 OLD 421 RD
OR 8794 OLD 421 RD
r.rPN 01P.445n
PROP. FIRE HYDRANT ASSEMBLY
SEE DETAIL 11/3D-10
STA 143+27
N 784205 0
E 1810758
(RANDOLPH COUNTY)
0084N
0085N _
WILLI M BURTON CHAPPJL, JR
WILLIAM BUR TON CHAPPELL, JR —
GENERAL
NOTES:
AND WIFE,
ELIZAB CARLT CHAPPELL
'
AND WIFE,
ELIZABErH CARLrON CHAPPELL
_
— GU/LF�
— RD COU
� N77' (GlS)
RANDO[/�
1.
SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
13 B EA
�7213 BOBBY JEAN R�
I
7213 BOBBY JEAN RD
6CPN 0125207
_
� h' COUNry (G/s �
_
SPATIAL DATA CONSULTANTS, INC. AND BRADY
I GCPN 0125207
DB 3344, PG 1077
/
,
SURVEYING COMPANY, P.A. DURING THE WINTER
DB 3344, P61077
RC REID 75550
�
RC REID 75550
/
OF 2015.
D81149, P6. 437 �
D81149, P6. 437
DB 381 P6 261 (NC DEPARTMENT OF I
DB 3813, P6 261 (NC DEPARTMENT OF
2.
DEFLECT PIPES AS NECESSARY PER
,
TRANSPOR ATION, 60' ROW 8 BBY JEAN
RD.)
TRANSPORTATION, 60' ROW BOBBY JEAN RD.)
;
MANUFACTURER'S RECOMMENDATIONS TO
ELI'ZABETH CARLTON CHAPPELL
'
^ i
4
ELIZAB H CARLrON CHAPPELL
BY ENTIRETY)
/
MAINTAIN ALIGNMENTS.
(BY ENTIRETYY
i
PROP. 16" DI WATERLINE
KEY
NOTES:
'
PROP. FIRE HYDRANT ASSEMBLY
INSTALL 13' OFF
PER COG STD 101
STA 147+10
EDGE OF PAVEMENT
O
PROVIDE 2'x2' CONCRETE PAD AROUND VALVE
I I
I
N 784230 0
BOX.
E 1811139
/
O2
PROVIDE CONCRETE CRADLE PER DETA
O I ' j I , / ( _ - _ , \ 1 O 01 /03D-08.
O I I 1 co 1 �_ O
I
+ PP I +
P P arse
L0
BRUSH I
I I s
1— SB D T ES
Ala
2
\o Q/ I J IV)
��
cn I I � Q 2 C,� w
II q � o
I I 1 I
150+00
BRUSH 144+00 146+0 I 14�+00 / CUS BUS WETLAN I I 151
1 2+00 143+00 145+00 �48 14 00
WETLAND FO I I o o��Q / W—B-18 —2
N—R-1R3-1 _ _ — — — -
-, PI? B USH ;M�
W W W W PP S / I p — P W — — BRUSH
OH P — OH P — — — — P — — OH P W= — OH H P —0 — y� — �H/P — SJ-I/ — OH/P — — OH/P OH P — — P — — OH P — — OH P — — OH P — /P — OH/ — OH/ — OH ry✓P OH/P OH/P— OH POH
lit W W PP W W W _ _ _ WOOD POSTwv W W W �U/W
— T T T T T T T T T T T T T 1(�-���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 —TT 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 T T — T T T T sJT T T i — i T-- T i T-- i i — —T 7 — 7 T T T T T T T �jT T T T T T— T T i T T T T T T T T T T T T T T T T T T T T-
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — —
-------------------
18" RCP AN25 24" RCP
�30" RCP
acg T Inv.
43.43
Inv. In 750.40 Inv. In 750.42 . OLD 421 RD SR 1006 Inv. Out 742.50
Inv. Out 750.12 Inv. Out 749.32 07.995 __
________�`FOF________________
FOC FOC FOC FOC—
FOFOFO�FC FOC FOFOFOFOC FOFOC F0C F. FOF. FOFOF. FOFOC FOFOF. FOC FOC FOc FOc FOc FOC FOC FOC FOC FOC F FOC FOC FOC FOC IF FOCC FOC OC FOC FOC FOC FOC FOC FOC FO%�-p--FOC
DR 1 II O F0C O O O O OI
oMUT -- -- -- —GUY PP -- -- -- IPEI —O 0— O-- OO -- -- -- �Z
J BRUSH WETLAND BRUSH UY z O BRUSH J
= W—A-183-2 oollcu O Q
01 PROP31 LF
U WETLAND . OF 30" STEEL a � UTIL � WETLAND U
Q W—A-183-2 ENCASEMENT MIN. THICKNESS o - I W—C-183-2
SIGGN —0�0�0 " r MK a� ✓ASPHALT STANDING Q
0.312 BY BORE AND JACK SIGN DR WATER
o cn IPE+
O O
PROP. 49 LF OF 30" STEEL M DR i
ENCASEMENT MIN. THICKNESS
2 z IPE, SIGN STANDING
0.312" BY BORE AND JACK D MKR �I o WATER
—'x ■—■ — MKR
F-
' 2
PP
OPEN CUT AND REPAIR
GRAVEL DRIVE (15.53 TONS)
780
770
760
750
740
730
720
710
700
iEIff
F)l
--------- ------------
PROP. 16"x6" RJ TEE
STA 143+ 17
W
a.
Q_
X N
IIV—N
5CYZI1A1
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1200
Charlotte, NC 28202-2075
704.338.6700
iCX1:11A1
i[Lall$]
iEM1111
7
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w
i[Pf 11111
REVISIONS
ISSUED FOR CONSTRUCTION
PROFILE OVER
16" DI EASTLINE
(TYP)
— 16" DI EASTLINE
(TYP)
PROP. 16"X6" RJ TEE
STA 147+10
PROFILE OVER
16" DI
WESTLINE (TYP)
16" DI
WESTLINE (TYP)
INSTALL 16" WATERLINES AT A DEPTH REQUIRED T
TO PROVIDE A MINIMUM COVER OF 4' BELOW
EXISTING GRADE c
W
147+00 148+00 149+00 150+00
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER 2022-041 A
WATER 2022-041 A
SIDEWALK
780
770
760
750
740
730
720
710
700
i&ILnI1I41
JOB NO. P-06140A-05, P-0614OA-1
DESIGNED 2/2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CONTRACT SHEET
32 OF 55
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
www.nc811.org
City of Gr6e r e rounc
Loca I o e nests
COG Water eso s e 73-2033
GDOT Traffi Si a _ — — 73-2606
COG/Gui1f rd Co. Telecom — 73-2084
COG Wat r upply — — — — — 73-5855
Tanks e trn Plants
GDOT St r ter _ — ——73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
Liberty Road Water & Sewer Improvements Phase III
16" WATERLINE — OLD 421 ROAD AT BOBBY JEAN ROAD
PLAN AND PROFILE
STA 141 +50 TO STA 151 +50
N CAROB
SEAL
037518
4/13/2022
w
03C-15A
SHEET NO.
32 OF 55

0086N
JOHN TERRY SHOFFNER
AND WIFE,
PATRICIA F SHOFFNER
8608 OLD 421 RD
GCPN 0125219
DB 6758, PG 1936
RC REID 75551
DB 2034, PG 1414
TREES
/
GENERAL NOTES:
/
(RANDOLPH COUNTY PORTION)
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
/
0087N
0088N
SPATIAL DATA CONSULTANTS, INC. AND BRADY
TIM'S FARM & FORESTRY, LLC
GAYLE P. BERTOLOTTI (RANDOLPH)
SURVEYING COMPANY, P.A. DURING THE WINTER
-PROP. FIRE HYDRANT ASSEMBLY
NEAR 7025 OLD 421 RD
NEAR 7025 OLD 421 RD
OF 2015.
-
SEE DETAIL 113D-10
/
GCPN 0125220
RC REID 75557
WATER QUALITY
STA 151 +78
DB 7200 PG 2251, TRACT TWO
RC REID 75552
DB 2291, PG 470
SAMPLING STATION
2. DEFLECT PIPES AS NECESSARY PER
—
N 784253 0 — � —
DB 2214, PG 2111, rRAcr rwo
SEE GSO-21 /03C-16A
MANUFACTURER'S RECOMMENDATIONS TO
—
E 1811606
— —
(GUILDORD COUNTY PORTION)
STA 159+91
MAINTAIN ALIGNMENTS.
0088N
N 784304
/
— —
GAYLE V. BERTOLO TTI
E 1812416
/
— — —
AND HUSBAND
KEY NOTES:
/
— — —
GUILFORD COUNTY (CIS)
— —
GEORGE T BERTOLOTTI, NEAR 7025
OLD 421 RD
1 PROVIDE 2'x2' CONCRETE PAD AROUND VALVE
/
R'4NDOLPH COUNTY (C/S�
PROP. FIRE HYDRANT ASSEMBLY
GCPN 0125218
DB 7832, PG 1000
BOX.
PER COG STD 101
— —
(DPROVIDE CONCRETE CRADLE PER DETAIL
I i
STA 157+52
/
— —
01 /03D-08.
N 784299 O
I
—
OI
L
00 24" RCP 152+00
�,]� Inv. In 741.6 �. A
�J Inv. u /40 9 4
T T T TW T T T T T
T T T — T-- T T — T-- T — T — T
I _ _ 17.8
FFOC FOC FOC FOC FOC FOC FOC FOC FOC
Q O O—\
TREES I ; TREES t 1812177 PROP. 16" DI WATERLINE \I
INSTALL 13' OFF —
I EDGE OF PAVEMENT I
w I LANDSCAPING Ul IC
INTERMITTENT /Lu
STREAM x / I o BRICK \ xLL
S—D-183-2 / TREES I I PLANTER 2 PROP. 16" CAP o I Io
WETLAND 154+00 156+00 FLAG POLE 2 E 1812481 0l I�
13+00 157+00 1 I +01 I AND s1�59 00 60+00 3
J
W—D-183-2 N l�G I I I0I�
OI
W' I R r aT� RflRRFfI �nnR�a� W W W GUY `� x P x`t 4 RAIL
z x �z— � z �-�=�Ht�----0�"= f�= eN/r c�++/lei ii ei �' eii`i r� =--eiT z� zri--=�=---
PP W W W W p W W B-88 W tttW PIED -
T T TT T T TT T T T T T TT T T T T T TT T T TT T T TT T T T T T TJFC—
M T T T T T _ 19.0 T TT T T TT TTT a��TT T T
T —TT--T — —T— T--T —T— TT —T— T--T —T— T--T —T— T--T —T— T-- T--T —TT— —T —T— TTT— T--T—
T——T——T—T——T — —T T T T--T--T— -----T T—T--T— T T—— T
—— TTT—— �T:T—T — ---T —?
2 18" RCP I I I I x
OLD 421 RD SR 1006 Inv. In 75.7.
Inv. Out 7 0.00
------------- ----------------------------------------------------------��-I //
\ Fl)� FOCI FOC FOC FOC
—ram FOC OC FOC FOC ® Foe—FOC Foe—FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC F FOC FOC FOC FOC FOC F� FOC FOCIII IC--\— F0C FOC / SIGNFOC-
II MKR MKR I �l+J D�_ __ __ _ OPEN CUT AND REPAIR __ __ -- -- - ----- -- -- --
- - -- -- -- -- -- - -- -
TREES z GRAVEL DRIVE (22.72 TONS) BRUSH U a ISIGN I SIGN
TREES TREES M Al SIGN I /� � — — — �
0 I I I I a �L SIGNAL
o WATER QUALITY I/ i o aSPN \
o T, oU SAMPLING STATION CTRL BOX
LJJ I - 0M�K�- F- SEE GSO-21/03C-16A I I NI I I / — q�T / GRAVEL
z I SI N DR STA 159+91 I / MKIR
= o o I PIPE o 0 N 784294 I I I I / I
E 1812417
H 71 I � � " R / lu 145 LF OF 30" STEEL
z z 145 LF OF 30 STEEL I I -/- /SIGNAL ENCASEMENT "
ENCASEMENT I I - 4- - _ DR MIN. THICKNESS 0.469
D D MIN. THICKNESS 0.469" I I I I / 0C/GD PIPE MKR BY BORE AND JACK
F— BY BORE AND JACK I II j / PPuY
D D
< II II
-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- PROP. 16 GATE VALVE -- -- -- _ - -- -. 16" GA -- --
- PROP GATE VALVE
" � STA 162+54
STA 162+54 I I Q N 784093 0
N 784095 O I E 1812463
E 1812455
PROP. 16" CAP
PROP. 16" CAP STA 162+58
STA 162+58 N 784090
N 784092 q E 1812463
E 1812454
O
O
780 +
Ln
�I
FI
N
770
I
760
750
I
740 —
I
I
I
I
730
PROP. 16"x6" RJ TEE
STA 151 +68
I
720
I
710
w00
aco
700 UJ
N
LO
a
z�
JI
=
w cn
U
a
151+00
152+00 153+00
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
PROFILE OVER
16" DI
WESTLINE (TYP)
ilN���Z�7
filN���Z�7
PROFILE OVER
16" DI EASTLINE
(TYP)
16" DI EASTLINE
(TYP)
REVISIONS
ISSUED FOR CONSTRUCTION
PROP. 16"x6" RJ TEE
STA 157+51
16" DI
WESTLINE (TYP)
16" GATE VALVE
STA 160+54
16" GATE VALVE
STA 160+45
PROP. 16" 90' RJ BEND (HORIZONTAL)
STA 160+40
PROP. 16"x16" RJ TEE
STA 160+30
16" GATE VALVE
STA 160+25
__---------------------------------
r - -
INSTALL 16" WATERLINES AT A DEPTH REQUIRED
TO PROVIDE A MINIMUM COVER OF 4' BELOW
EXISTING GRADE
157+00 158+00
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
PROP.
16"06" RJ
CROSS'
STA 160+50
16"x16"
STA
RJ TEE
159+91://,
-
16"x16"
RJ TEE
STA
159+91
145
LF OF STEEL
30"
CASING PIPE
145
LF OF STEEL
30"
CASING PIPE
w
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ao
(L+
a+
00
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1111
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Im N
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iI-11II1Z17
CONTRACT ICONTRACTORI AS —BUILT I AUTH. DATE I WATER AND SEWER PERMITS
2022-041 A
2022-041 A
EXISTING FIBER
OPTIC CABLE
(APPROXIMATE
LOCATION)
it-IC11Z11
JOB NO. P-0614OA-05, P-0614OA-1
DESIGNED 2/2022 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: 1 "=40'(H) 1 "=8'(V)
CONTRACT SHEET
OF r,9,
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
North8'
a r o 1 �.na
City of GrPlants
e
round
LocateI
e
uests
COG Watere
73-2033
GDOT Traffi_
_ _
73-2606
COG/Guilflecom
—
73-2084
COG Water
— — —
—
73-5855
Tanks/Trnts
GDOT Storm — —
-373-2569
NPDES
General Permit
Applies
DISTURBED AREA =
17.39 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
780 HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
770
---- 760
750
740
730
720
710
700
, N ,CARO
SEAL
037518
. 4/13/2022
G I N6,�'��.�:
NEW \W ��.
162+00 .114
I UZ_
K-
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Liberty Road Water & Sewer Improvements Phase III
16" WATERLINE - OLD 421 ROAD AT BROWNS MEADOW ROAD
PLAN AND PROFILE
STA 151 +00 TO STA 162+50
03C-16A
SHEET NO.
33 OF 55