WQ0040884_MOD_Greensboro-Randolph_Megasite_FTSSE_Asbuilts_Phase_I_Record_Drawings_20240715_20240715

End Phase 1 Construction
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
y Begin Phase I Construction
Waterline Sta 0+00
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0 End Phase I Construction
Waterline Sta 177+60
P-1
N. C HIGHWA 62
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LOCATION MAP-
N. T. S.
BID DATE:
ENGINEERING DIVISION
RECORD DOCUMENTS
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY:
(SIGNATURE)
MATTHEW W. WATT
Contract Drawings For
City of Greensboro
Phase
Liberty Road
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, WHICH ARE
INCLUDED IN THE CONTRACT SPECIFICATIONS.
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.
■ SEDIMENT MUST BE REMOVED FROM STREETS AS OFTEN AS
NECESSARY TO PREVENT ANY BUILD-UP AND TO PREVENT
Sewer Force Main WASHING OF SEDIMENT OUT OF CONSTRUCTION AREAS.
DE -WATERING OF STRUCTURES WITH SEDIMENT -LADEN WATER
and Water Ma'in
■ DIRECTLY TO STREAMS IS PROHIBITED.
Civil
Waterline: 17,835 LF
Force Main: 14,244 LF
Gravity Sewer: 107 LF
Greensboro Project No. P-05805, P-05805A & P-05805B
Greensboro Contract No. 2016-066
HDR Project No. 10024188
Greensboro, North Carolina
October 2019 :�'o�sSR°`%
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037518
4/1 /2022
&EW \N.r1P,.
ENCROACHMENT PERMIT
REQUIRED THROUGH NCDOT,
CALL [phone] FOR PERMIT.
WQ PERMIT REQUIRED
THROUGH NCDEQ.
HDR Engineering, Inc.
of the Carolinas
N.C.B.E.L.S. License No. F-0116
440 S. Church St.
Charlotte, NC 28202
704.338.6700
CONTRACT SHEET
1 OF 47
STANDARD TOPO SYMBOLS
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Existing Manhole 1/8" (labeled) ............................
O
Proposed Manhole 1/8".......................................
Telecommunications Manhole 1/8" (labeled) ..................
Q
Exist. Curb Inlet 5/32"-5/64 ...............................
Prop. Curb Inlet 5/32"-5/64.................................
m
Telephone Booth 3/16"-5/16..................................
❑Q
Exist. Telephone Or Power Pole 3/32"........................
Prop. Telephone Or Power Pole 3/32..........................
-♦
City Of Greensboro Signal Pole 3/32" (labeled) ..............
13
Guy Wire 3/32"..............................................
v
Exist. Hydrant 3/32"........................................
IQ
Prop. Hydrant 3/32".........................................
AK
Water Valve 3/32" (labeled) .................................
40
Traffic Engineering Signal Box 5/64"........................
❑ COG
Gas Valve 3/32".............................................
Grate or Drop Inlet (D.I.) 3/32"............................
1111
Right Of Way Monument 3/32".................................
0
Iron Pipe 3/64..............................................
C OP
Meter 5/64".................................................
19
Electrical Outlet 5/64" (labeled) ...........................
8ww.
Telecommunications Box Or Pedestal 5/64" (labeled).........
❑T
Exist. Precise Traverse Point 7/64" (labeled) ...............
18" Or Less Tree 1/4" (labeled) .............................
so
Over 20" Tree 5/16" (labeled) ...............................
20 ��
Shrub 5/32..................................................
Clean Out 1/16"-1/32" (labeled) ............................
OC.O.
Light Pole 3/32" (labeled) ..................................
13L-CT
Wheelchair Ramp (City Of Greensboro Std. #418)..............
41OR
Control Of Access Line 5/16.................................
Exist. Water Line (labeled) .................................
W
Prop. Water Line (labeled) ..................................
W
Exist. Sanitary Sewer (labeled) .............................
ASS
Prop. Sanitary Sewer (labeled) ..............................
�•
Prop. Force Main (labeled) ..................................
FM
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) ......................
Survey Line .................................................
�4p/
SlopeLine ..................................................
° --- -
Center Line .................................................
— - —
Exist. Storm Sewer (labeled) ................................
Prop. Storm Sewer (labeled) .................................
Gas Line labeled ..........................................
G
Transmission Line & Tower ...................................
00
Underground Telecommunication Cable (labeled) ..............
T
UndergroundPower Line ......................................
P
Fence (labeled) .............................................
X
Railroad....................................................
Bridge (Prop. Solid & Exist. Broken) ........................
Box Culvert (Prop. Solid & Exist. Broken) ...................
GuardRail ..................................................
Hedges Or Bushes (labeled) ..................................
WoodsLine ..................................................
Exist. House ................................................
7-SSD
20B
Temporary Silt Fence ........................................
Erosion Control Device (COG Std. No. 215 & 432).............
^

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16" WATERUNE
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PROPOSED PHASE 1
16" WATERUNE
AND 16" FORCE MAIN
01 C-08
01C-0
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01C-12
01C-13
1C-14
01C-15
01 C-16 /
construction
01 C-1 7 End Phase 77 +6�
waterline Sta
1C-1
BEDROCK RD
CONTRACT SHEET
2 OF 47
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY:
(SIGNATURE)
MATTHEW W. WATT
1 0� NC 62 FUTURE PHASE III
°� 16" WATERLINE
° AND 16" FORCE MAIN
NC 62 6y
- - �_ _ GUILFORD
p OUNTY
L,l RAN DOLPH COUNTY
F)l
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
N.C.B.E.L.S. License Number F-0116
GUILrQRD COUNTY_
RA-NDOLPH COUNTY
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FUTURE PHASE III
16" FORCE MAIN -
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PHASE III
LIFT SEAL
037518
STATION 4/1 /2022
\ NEW ,w,4l
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REVISIONS
TYPE
CONTRACT
CONTRACTOR
AS —BUILT
AUTH. DATE
WATER AND SEWER PERMITS
JOB P-05805, 05805A, & 05805B
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
OOG-01
ROADWAY
DESIGNED 10 2019 BY MAS
SEWER
CONST. SURVEY BY
Phase I Liberty Road Sewer Force Main and Water Main Extension
ORIENTATION PLAN
SHEET NO.
WATER
1 2019-017
1
1
1
1 CHECKED BY
2 OF 47
FINAL DESIGN
SIDEWALK
SCALE: NOT TO SCALE

INDEX OF DRAWINGS
F)l
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
N.C.B.ELS. License Number F-0116
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY: &J
(SIGNATURE)
MATTHEW W. WATT
EROSION CONTROL NOTES AND SEQUENCES
SENSITIVE AREA CONSTRUCTION SEQUENCE (STA 13+25 TO 25+251-.
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
STA 25+25. PROGRESS CONSTRUCTION TO STA 18+00 IN CONTINUOUS MANNER.
4. ONCE THE WATER MAIN AND ASSOCIATED APPURTENANCES ARE INSTALLED
BETWEEN STA 18+00 AND 25+25, 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 STA 13+25 TO 18+00. PROGRESS CONSTRUCTION IN THIS
AREA IN A CONTINUOUS MANNER.
6. ONCE THE WATER MAIN AND ASSOCIATED APPURTENANCES ARE INSTALLED
BETWEEN STA 13+25 AND 18+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 VV. ALL OTHER DISTURBED
AREAS SHALL BE STABILIZED WITH SEED AND MULCH.
SENSITIVE AREA CONSTRUCTION SEQUENCE (STA 71 +60 TO 83+00I-
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
STA 71 +60. PROGRESS CONSTRUCTION TO STA 78+50 IN CONTINUOUS MANNER.
4. ONCE THE WATER MAIN AND ASSOCIATED APPURTENANCES ARE INSTALLED
BETWEEN STA 71 +60 AND 78+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 STA 78+50 TO 83+00. PROGRESS CONSTRUCTION IN THIS
AREA IN A CONTINUOUS MANNER.
6. ONCE THE WATER MAIN AND ASSOCIATED APPURTENANCES ARE INSTALLED
BETWEEN STA 78+50 AND 83+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, S1506N, OR APPROVED EQUAL) IN ALL DITCH
LINES AND ON ALL SLOPES STEEPER THAN 3'H TO VV. ALL OTHER DISTURBED
AREAS SHALL BE STABILIZED WITH SEED AND MULCH.
SENSITIVE AREA CONSTRUCTION SEQUENCE (STA 1 1 1 +25 TO 1 14+65)
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
STA 1 1 1 +25. PROGRESS CONSTRUCTION TO STA 1 12+50 IN CONTINUOUS
MANNER.
4. ONCE THE WATER MAIN AND ASSOCIATED APPURTENANCES ARE INSTALLED
BETWEEN STA 1 1 1 +25 AND 1 12+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 STA 112+50 TO 114+65. PROGRESS CONSTRUCTION IN
THIS AREA IN A CONTINUOUS MANNER.
6. ONCE THE WATER MAIN AND ASSOCIATED APPURTENANCES ARE INSTALLED
BETWEEN STA 112+50 AND 114+65, 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 VV. ALL OTHER DISTURBED
AREAS SHALL BE STABILIZED WITH SEED AND MULCH.
SENSITIVE AREA CONSTRUCTION SEQUENCE (STA 115+30 TO 125+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. DO NOT BEGIN CONSTRUCTION IN THE FIRST SECTION IF RAIN IS EXPECTED
WITHIN 24 HOURS. TEMPORARY PLUG SHALL BE INSTALLED IN PIPE CULVERT AT
STA 117+30. CONTRACTOR SHALL SETUP TEMPORARY BYPASS PUMPING FOR
BASE FLOW THROUGH CULVERT.
4. BEGIN CONSTRUCTION AT THE LOW POINT FOR THIS DRAINAGE AREA LOCATED AT
STA 119+30. PROGRESS CONSTRUCTION TO STA 117+20 IN CONTINUOUS
MANNER.
5. ONCE THE WATER MAIN AND ASSOCIATED APPURTENANCES ARE INSTALLED
BETWEEN STA 117+20 AND 119+30, THE DISTURBED AREA SHALL BE STABILIZED
IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT. AFTER
STABILIZATION, REMOVE THE TEMPORARY CULVERT PLUG AND BYPASS PUMPING.
WORK IN THIS AREA SHALL BE COMPLETED WITHIN ONE WORKING DAY.
6. BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTIONS OF THIS
DRAINAGE AREA FROM STA 115+30 TO 117+20. PROGRESS CONSTRUCTION IN
THESE AREAS IN A CONTINUOUS MANNER.
7. ONCE THE WATER MAIN AND ASSOCIATED APPURTENANCES ARE INSTALLED
BETWEEN STA 115+30 TO 117+20, THE DISTURBED AREA SHALL BE STABILIZED
IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
8. BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTIONS OF THIS
DRAINAGE AREA FROM STA 119+30 TO 122+40. PROGRESS CONSTRUCTION IN
THESE AREAS IN A CONTINUOUS MANNER.
9. ONCE THE WATER MAIN AND ASSOCIATED APPURTENANCES ARE INSTALLED
BETWEEN STA 119+30 TO 122+40, THE DISTURBED AREA SHALL BE STABILIZED
IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
10. BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTIONS OF THIS
DRAINAGE AREA FROM STA 122+40 TO 125+60. PROGRESS CONSTRUCTION IN
THESE AREAS IN A CONTINUOUS MANNER.
11. ONCE THE WATER MAIN AND ASSOCIATED APPURTENANCES ARE INSTALLED
BETWEEN STA 122+40 TO 125+60, THE DISTURBED AREA SHALL BE STABILIZED
IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
12. 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 VV. ALL OTHER DISTURBED
AREAS SHALL BE STABILIZED WITH SEED AND MULCH.
SENSITIVE AREA CONSTRUCTION SEQUENCE (STA 129+75 TO 138+85)
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
STA 136+70. PROGRESS CONSTRUCTION TO STA 129+75 IN CONTINUOUS
MANNER.
4. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE
INSTALLED BETWEEN STA 129+75 AND 136+70, THE DISTURBED AREA SHALL BE
STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
WORK IN THIS AREA SHALL BE COMPLETED WITHIN ONE WORKING DAY.
5. BEGIN AND COMPLETE CONSTRUCTION ON THE REMAINING PORTION OF THIS
DRAINAGE AREA FROM STA 136+70 TO 138+85. PROGRESS CONSTRUCTION IN
THIS AREA IN A CONTINUOUS MANNER.
6. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE
INSTALLED BETWEEN STA 136+70 TO 138+85, THE DISTURBED AREA SHALL BE
STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
WORK IN THIS AREA SHALL BE COMPLETED WITHIN ONE WORKING DAY.
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 (STA 138+85 TO 150+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
STA 150+60. PROGRESS CONSTRUCTION TO STA 144+50 IN CONTINUOUS
MANNER.
4. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE
INSTALLED BETWEEN STA 144+50 AND 150+60, 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 STA 138+85 TO 144+50. PROGRESS CONSTRUCTION IN
THIS AREA IN A CONTINUOUS MANNER.
6. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE
INSTALLED BETWEEN STA 138+85 TO 144+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, 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 (STA 151 +00 TO 157+35
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
STA 151 +00. PROGRESS CONSTRUCTION TO STA 154+00 IN CONTINUOUS
MANNER.
4. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE
INSTALLED BETWEEN STA 151 +00 AND 154+00, 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 STA 154+00 TO 157+35. PROGRESS CONSTRUCTION IN
THIS AREA IN A CONTINUOUS MANNER.
6. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE
INSTALLED BETWEEN STA 154+00 TO 157+35, 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 (STA 157+35 TO 173+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
STA 157+35. PROGRESS CONSTRUCTION TO STA 162+75 IN CONTINUOUS
MANNER.
4. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE
INSTALLED BETWEEN STA 157+35 AND 162+75, 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 STA 162+75 TO 168+00. PROGRESS CONSTRUCTION IN
THIS AREA IN A CONTINUOUS MANNER.
6. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE
INSTALLED BETWEEN STA 162+75 TO 168+00, 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 STA 168+00 TO 173+10. PROGRESS CONSTRUCTION IN
THIS AREA IN A CONTINUOUS MANNER.
8. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE
INSTALLED BETWEEN STA 168+00 TO 173+10, 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, 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 (STA 174+60 TO 176+=-
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
STA 174+60. PROGRESS CONSTRUCTION TO STA 176+35 IN CONTINUOUS
MANNER.
4. ONCE THE WATER MAIN, FORCE MAIN, AND ASSOCIATED APPURTENANCES ARE
INSTALLED BETWEEN STA 174+60 AND 176+35, THE DISTURBED AREA SHALL BE
STABILIZED IMMEDIATELY BEFORE MOVING TO ANY OTHER AREA OF THE PROJECT.
5. 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 VV. ALL OTHER DISTURBED
AREAS SHALL BE STABILIZED WITH SEED AND MULCH.
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER
WATER 2019-017
FINAL DESIGN I SIDEWALK
CONTRACT SHEET
GENERAL PROJECT NOTES 3 OF 47
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.
�' JLfiL
037518
4/1/2022 c
K-
JOB P-05805, 05805A, & 05805B
CITY OF G R E E N S B O R O
WATER RESOURCES DEPARTMENT
O O G- 0 2
DESIGNED 10 2019 BY MAS
CONST. SURVEY BY
phase I Liberty Road Sewer Force Main and Water Main Extension
DRAWING INDEX AND PROJECT NOTES
SHEET NO.
CHECKED BY
3 OF 47
SCALE: NOT TO SCALE

MATERIALS IN PLAN/SECTION
GENERAL
SYMBOLOGY
ABBREVIATIONS
A, AMP
AMPERE
FICA
FLANGED COUPLING ADAPTER
NF
NON -FUSED
ACOUSTICAL CEILING TILE (SECTION)
ARROW INDICATES
DIRECTION OF
TARGET ELEVATION
@
AB
AT
ANCHOR BOLT
FD
FDN
FLOOR DRAIN
FOUNDATION
NO
NOM
NORMALLY OPEN/NUMBER
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
PLAN
ARCHITECTURAL
ACSR
ALUMINUM CABLE STEEL REINFORCED
FLA
FULL LOAD AMPS
CIA
OVERALL
md
ASPHALT (LARGE—SCALE SECTION)
1/4" 1'-0"
AD
ADD
ACCESS DOOR
ADDENDUM
FLG
FLOUR
FLANGE
FLUORESCENT
OC,O/C
OD
ON CENTER
OUTSIDE DIAMETER
=
ROOM
NAME
ADDL
ADDITIONAL
F/O
FIBER OPTIC
OIT
OPERATOR INTERFACE TERMINAL
PLAN TITLE
ADJ
ADJACENT
FO
FINISHED OPENING/FAIL OPEN
OPH
OPPOSITE HAND
2m
BAIT 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
!XX DOOR NUMBER
AFG
AGGR
ABOVE FINISHED GRADE
AGGREGATE
FPT
FRP
FLOOR PLATE
FIBER REINFORCED PLASTIC
ORP
P
OXIDATION REDUCTION POTENTIAL
PIPE
BRICK MASONRY (PLAN AND/OR SECTION)
X
AHU
AIR HANDLING UNIT
PB
PULL BOX
FS
FAR SIDE
FLAG INDICATES DIRECTION
AIC
AMPS INTERRUPTION CAPACITY
FT
FOOT OR FEETFTG
PCCP
PRESTRESSED CONCRETE CYLINDER PIPE
OF SECTION CUT
A COLUMN GRID LINE
(SYMMETRICAL)
FOOTING
PCF
POUNDS PER CUBIC FOOT
CHECKERED PLATE (PLAN)
X
AL, ALUM
ALUMINUM
FUG
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
O WINDOW TYPE
APPR
AT
APPROXIMATE
AMP TRIP
GALV
GEN
GALVANIZED
GENERATOR
PLC
PNL
PROGRAMMABLE LOGIC CONTROLLER
PANEL
F7m-AUTO
(PLAN
SECTION)
ATM
ATMOSPHERE
GFCI
GROUND FAULT CIRCUIT INTERRUPT
PNT
PAINT
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
����
r
EARTH (SECTION)
3/8" = 1'-0" SHEET WHERE
0 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
10
FILTER POINT MAT (PLAN)
BLK
BLOCK
HK
HOOK
PUE
PUBLIC UTILITY EASEMENT
SECTION TITLE
BLKG
BLOCKING
HM
HOLLOW METAL
PVC
POLYVINYL CHLORIDE
KEY NOTE DESIGNATION
BM
BENCH MARK
HOA
HAND -OFF -AUTOMATIC
PVMT
PAVEMENT
FINISHED WOOD (SECTION)
BOP
BOTTOM OF PIPE
HOAR
HAND -OFF -AUTOMATIC -REMOTE
PWR
POWER
BOT OR B/
BOTTOM
HORIZ
HORIZONTAL
P/LF
POUNDS PER LINEAL FOOT
GLULAM LUMBER (SECTION)
DETAIL NUMBER
#
KEY NOTE NUMBER
#
BP
BRIG
BASE PLATE
BEARING
HP
HPS
HORSEPOWER, HIGH POINT, HEAT PUMP
HIGH PRESSURE SODIUM
RAID
RED
RADIUS
REDUCER
BRGPL
BEARING PLATE
HPT
HIGH POINT
REF
REFERENCE
XXX
SHEET WHERE DETAIL
BS
BOTH SIDES
HSB
HIGH STRENGTH BOLT
REINF
REINFORCED,REINFORCING
-
�n
GRANULAR FILL (SECTION)
IS LOCATED
BTU
BRITISH THERMAL UNIT
HT
HEIGHT
REQD
REQUIRED
0 0
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
E4 GRATING (SECTION)
FOR REFERENCING DETAILS INCLUDED IN DRAWING SET.
C/C
CENTERBTO CENTER
HWR
HEATEDAWATERE RETURN
RJ
AND
R STRAIiNED 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,SSTD
STAINLESS STEEL
STANDARD
STANDARD
ARROW INDICATES
PIPING
CTL
CONTROL JOINT
kVA
KILOVOLT AMPERES
X POINT OF VIEW
CTR
CENTER
kW
KILOWATT
STL
STRL
STEEL
STRUCTURAL
PLYWOOD (SMALL—SCALE SECTION)
XX
FIGURE 36—PLE EXAMPLE
CTRL
CUFT
CONTROL
CUBIC FOOT
LA
LIGHTING ARRESTOR
SUSP
SUSPEND
SHEET WHERE ELEVATION
LBS
POUNDS
a a
PRECAST CONCRETE (PLAN AND/OR
IS LOCATED *
CUYD
DC
CUBIC YARD
DIRECT CURRENT
LC
LF
LOCKED CLOSED
LINEAR FEET
SW
SYM
STILLING WELL
SYMMETRICAL
SECTION)
SINGLE ELEVATION OR PHOTO MARKER
LINE SIZE 36"
DCJ
DOWELED CONTROL JOINT
LG
LONG
SYS
SYSTEM
RIGID INSULATION (SECTION)
SERVICE PLANT EFFLUENT
DE
DEM
DRAINAGE EASEMENT
DEMOLITION
LH
LL
LEFT HAND
LIVE LOAD
TIC
TICE
TOP OF CURB
TEMPORARY CONSTRUCTION EASEMENT
RECORC
THE ORI
A ELEVATION NUMBER
DET
DETAIL
LO
LOCKED OPEN
T&B
TOP AND BOTTOM
SEALED
�00
RIPRAP (PLAN AND/OR SECTION)
ARROW INDICATES POINT OF
EQUIPMENT IDENTIFICATION
DI
DIA
DUCTILE IRON
DIAMETER
LOC'N
LOD
LOCATION
LIMITS OF DISTURBANCE
TEMP
TERM
TEMPERATURE
TERMINAL
ENGINEI
MODIFIE
MADEB'
VIEW ELEVATION
DIAG
DIAGONAL
LP
LOW POINT, LIGHTING PANEL
THK/TH
THICK
INFORM,
D B
ALTERNATIVE 1
DIM
DIMENSION
LR
LONG RADIUS
TO OR T/
TOP OF
OTHERI
WORKA
SAND SECTION
(SECTION)
XX INDICATES SHEET WHERE
DIP
DUCTILE IRON PIPE
LTG
LIGHTING
TOC OR T CONC
/
TOP OF CONCRETE
REPRES
ELEVATION IS LOCATED
DISC
DISCONNECT
LTS
LIGHTS
TOG
TOP OF GRATING
BEEN PF
NPWP2023
FIGURE EXAMPLE
DMUE
DRAINAGE MAINTENANCE UTILITY EASEMENT
LV
LOW VOLTAGE
TOS OR T/STL
TOP OF STEEL
INFORM,
MAKES
C
MULTIPLE ELEVATION OR PHOTO MARKER
T TT
DN
DO
DOWN
DISSOLVED OXYGEN
LWL
LOW WATER LEVEL
TOW OR T/WALL
TP
TOP OF WALL
TURNING POINT
ACCUR/
INFORM,
SOD (SECTION)
SERVICE INDICATES
MAN
MANUAL
ABBREVIATION NON -POTABLE WATER
DWG
DRAWING
MATL
MATERIAL
TRD
TREAD
DATE: A
ym
WEEP JOINT MORTAR
ELEVATION
DWG
DOWEL
MAX
MAXIMUM
TS
TEMPERATURE SWITCH
PROTECTION SYSTEM (SECTION)
IDENTIFICATION
EQUIPMENT
INDICATES PUMP
E
EA
EAST
EACH
MB
MACHINE BOLT
'S
TSP
TYP
TWISTED SHIELDED PAIR
TYPICAL
REC
NUMBER
ABBREVIATION
MBH
THOUSAND BTUPER HOUR
ELEVATION
BUILDING OR
EF
EACH FACE, EXHAUST FAN
MBR
MEMBER
UE
UNDERGROUND ELECTRICAL
®
(SECTION)
WOOD - CONTINUOUS SECTION
X
STRUCTURE BUILDING 20
EJ
EXPANSION JOINT
MCA
MAXIMUM CONTINUOUS AMPS
UG
UNDERGROUND
DAT
3>, = 1-0„ XXX
NUMBER
EJF
EXPANSION JOINT FILLER
MCC
MOTOR CONTROL CENTER
UON,UNO
UNLESS OTHERWISE NOTED
BY:,
WOOD BLOCKING (SECTION)
SHEET WHERE POINT
EQUIPMENT
EL, ELEV
ELEC
ELEVATION
ELECTRICAL
MCCB
MOLDED CASE CIRCUIT BREAKER
V
VA
VOLT
VOLT AMPERE
OF VIEW MARKER CAN
PUMP 23
NUMBER
ELL
ELBOW
MCOP
MAXIMUM OVER CURRENT PROTECTION
VB
VAPOR BARRIER
BE FOUND *
EMBED
EMBEDMENT
MECH
MECHANICAL
VBX
VALVE BOX
GENERAL
NOTES:
ELEVATION TITLE
ALTERNATIVE 2
ENCL
ENCLOSURE
MET
MFR
METAL
MANUFACTURER
VERT
VERTICAL
NPWP-23
EOP
EDGE OF PAVEMENT
MH
MANHOLE, METAL HALIDE
VER
VARIABLE FREQUENCY DRIVE
1. THIS IS A
STANDARD SHEET SHOWING COMMON
* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A
FIGURE EXAMPLE
EPS
EFFLUENT PUMPING STATION
MIN
MINIMUM
W
WATTS/WEST/WIRE
SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY
DASH (—).
TTEQUIP
EQ
EQUAL
EQUIPMENT
MISC
MISCELLANEOUS
WL
WATER LEVEL
USED ON
THIS PROJECT.
1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS
SERVICE INDICATES
ETM
ELAPSE TIME METER
MJ
MECHANICAL JOINT
WM
WIRE MESH
THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS.
ABBREVIATION NON —POTABLE WATER
EW
EACH WAY
MO
MASONRY OPENING
P
W/
WEATHERPROOF
2. SCREENING
OR SHADING OF WORK IS USED TO
2) SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON
EQUIPMENT
EX
EXISTING
MTD
MOUNTED
W
WITH
INDICATE EXISTING
COMPONENTS OR TO
INDICATES PUMP
MTG
MOUNTING
W/o
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
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, INC 28202-2075
704.338.6700
GINAL RECORD DOCUMENT, SIGNED AND
ON OCTOBER 30, 2019, PREPARED BY HDR
:RING, INC. OF THE CAROLINAS, HAS BEEN
D TO INCORPORATE FIELD CHANGES
( THE CONTRACTOR BASED ON
aTION PROVIDED BY THE CONTRACTOR AND
)ATA ASSOCIATED WITH CHANGES IN THE
UTHORIZED BY THE OWNER. THE ENGINEER
ENTS THAT THIS RECORD DOCUMENT HAS
IEPARED ON THE BASIS OF THE
%TION PROVIDED TO THE ENGINEER, BUT
JO REPRESENTATION AS TO THE
,CY OR COMPLETENESS OF SUCH
kTION.
3RIL 1, 2022
ORD DRAWINGS
E: APRIL 1, 2022
(SIGNATURE)
MATTHEW W. WATT
N.C.B.ELS. License Number F-0116

TABERNACLE UNITED /
METHODIST CHURCH
TABERNACLE UNITED
METHODIST CHURCH
OF GREENSBORO, INC.
OF GREENSBORO, INC.
5601 LIBERTY RD '
5601 A LIBERTY RD
TABERNACLE UNITED
METHODIST CHURCH
GCPN 0124726 OF GREENSBORO, INC.
DB 7589, PG 1517 GCPN 0122333
DB 7589, PG 1514 5601 A LIBERTY RD
34 SY OPEN CUT C'1� DB 7589, PG 1GCPN 3
, P& 1514
REMOVE EX. 16" PLUG ANDO AND REPAIR PAVEMENT a
CONNECT TO EX. 16" DI WATERLINE PER NCDOT STD. DTL. 654.01
\ STA 0+00 PROP. 16" 11.25' ,0 I
CONCRETE APRON / / RJ FITTING I
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\ ` — \ \ \ I \ \ \ I `� I I ASPHALT PARKING
G.RAVF�L'DRNE (2.33 TONS) _ \ \ , \ � ` � . \ \ \ - - - � - \ \
BACK OF CURB IS \ \ .
/ / I /°� / I I \ \ \� \ PROPLRTY LINE IS / \ \ I\ I Qow
/ USHES I I LIMITS OF DISTURBANCE / / / - 1 \ \ {f?
LIMITS OF DISTURBANCE - o / / ,-A-1 ND/
/ w�-A-1st=2 I \ \ EDGE OF PAVEMENT IS
- • _ , I ` / \ \ I WETLAND \ \ \ \ - _ / / // / \ I� I /� �ED ���oH I LIMITS OF DISTURBANCE
_ _ -, W—A-180-1 — _
pO Inv. In / — — \ /\ I / CIP/ % °HP
--------- --_ \
/ Dgsl�%E T \�'\ �\\\ I\ I 6 \ / 72-2 49 ` \ / / —SERVICE —Inv. R �2a 3Q� ` / / 9 I °H,P OH/P AIR RELEASE -VALVE
I POLE - - - -I►To e,,1-71 .1s _ - / , I� ( SIGN (COG STD. 116) O
F°C FOG SI / 1 1 CA ��'///)
_ LECCQ=/ /` FOC \ STA / T �J V OH,p
dI�MEh} _ / \ — _� — _ _ _ 730 _ �_/i_ — _ — — — — _ _ _ — _ _ — — — _ _ _ — — — °°� MKR F°G7_FCC — — F - N 807171
Lam- a ` I\t` ` r — - - - - - - - R W LINE_ - -
---- , FOC - - -- ---4— --- - - F -- °G TG SIG 1� - -- FOB �pC = GOLF FOC— FOC =FOC FOC FOC FFOC FOC— FOC= FOC— FOG =FOC = C O / \ FO FOCI F= - - CCU
t \ r1 _ ___- - FOC— FOC— FOG FOC rv� — FOCI IGN 6 \. F op
FOG FOC — FOC FOC FO B6- FE IFBErWYi�iTCt{.•10G. FOC FOGS ` 7— T r — E 17936 - — FOC
_ FOC 735 T7 F FOC
FOC FOCI — �: -
O(��--- — -- -- r—r i— _--
»e=F OG� 4 CATCH BASIN II I� 415 — \ i� T — T� —
TOP OF CURB 733.99 0 = w LIBERTY RD SR 3 549 g °r ~ 3 > - _ _ _ _r T T_ =- T_ Iv,
Q PROPERTY _ _ _ — T_ T�
= W INV. OUT 729.19 W I- _ - _ LINE - TT� TT-
16" WATERLINE _yg_ - III �; - 735 — II -
} ~ 3 j EX. -
- 4 FOCI FOCI FOc�_ FCC —_,. - OFOCI FCC_ C
16" END CAP o pPROPERTY O °c—F°G F°C—FOO—FOO OC—FOC—FOC—FOC—FO�FOC�FOC� — -
LINE FOC—FOc�—F°c FOc—F°G—_ _------ --- — — — — — — — — 6�-�__
16" VALVE Oc oc oc— Foc oc— Fo — — — — — _ _ _ — —_ _ _ — \ — — F°cFOG°c Oc — — — — — --
FOC I'OC— FOC— _ — —_
__ __ _ _
FOC F OCR
OG—F _ ___ - - ---- ---- - -
C----------- ,ri tRri�n+l- — — — — — �- - - - _ GG
F°°
F C
FIRE HYDRA o O - _ ---_-_- ___ _ _�--- GUTTER SIGN - - - - - - _ _ — -�_ - - H- - - - - --�' \ \ °° wD W W - -F --W - �=
CATCH BASIN 3 --- MB CURB AND — �_ _ ereP bniP=—�O _ ——eH��-�owP_ _ _ �� \ ed' GUY / _ _FO_
TOP OF CURB 734.34 / // _ _ _ — HIP _ — — — — — — — _ — {7F _ )
INV• OUT 730.84 ; \ — -��--0 —_�—`� / \ — OAP / \ /� V / T E /
OHIP \ '` P P
_ \\ W / I I \ G
`\\\� W WCR I� 4 / OHM �bHl \ W W W / �' \ /' \ \ \ O OH/P /P / / / / / /
C SI WALK `WCR III, 1 OHIP I —�/ \ L� \ I i - - INTERMTTT NZ�/ /� I / ° FOG, \ / /
\ It °HP (J / STRE //\ \�/// I / 8 °I I / /i° P / I /
\\ \ � S / / j i OH � / /
31�oH����� °"` G) \ \ \ PERENNIAL - - - - - - - - - - - - D�
ntR1W LINE I \ yL\ PROP. 16"\D 1 I \ \ \ \ \ \E \� S TREAM
13-18o-1
III GUY Q \ \ \ WATE LINE
INSTA 17' 720 / / / 1 \ \ / / /oMB\ N Li
IRR Box - ; \ 1 I 1 \ \ \ \ \ \ \ /
nt '` \\ ° �\ \ \ \ BEHIND CUR SEPTIC W _ _ _ _ _ _
=_®L T� -- - ;\ �G\\\ �\ \ DRAIN I�LD \ I I \ \ \ \ \ \ \ \ \ \O\\ \ _ a / 7 / X
WOOD PRIVACY FENCE
EA. ANDSCAPING
OODS
AND GUTTEN / I
IS LIMITS OF
\ FU
PUE IS LI
°FUE ITS OFI QDISTURBA CEDISTURBANCE =
PROP. 16"x6" RJ TEE
��\ ll \\ \
\3
DRAINAGE MANHOLE ��\ � °'qX
�\ \
RIM 734.83 \
INV. IN 730.28 Y
INV. OUT 730.21
ASPHALT PARKING
SHOPPES AT FOREST
OAKS, LLC
4620 WOODY MILL RD
GCPN 0124728
D8 6899, PG 2078
PB 174, PG 94, LOT 1
rl
V1-7111
W111
M1I11
730 -]1[-
Will
W
IL
a
o�
O�
oZ
aP
DRAINAGE MANHOLE
RIM 729.43
INV. IN 724.93 (NW)
INV. IN 720.58 (NE)
INV. OUT 718.03
00015W
T. C. OATE5 AND WIFE,
JEWEL S. OATES
5512 LIBERTY RD
GCPN 0122327
DB 1633, PG 338
JEWEL S. OATES
(BY ENTIRETY)
ESTATE FILE 06E1824
18" RCP
INV. OUT 717.45
GRAVEL
V J
—r ----------- —-- — —
EXIST 18" RCP
16- DI WATERLINE
00025W
TABERNACLE UNITED
METHODIST CHURCH
OF GREENSBORO, INC.
5601 A LIBERTY RD
GCPN 0122333
DB 7589, PG 1514
PUE IS LIMITS OF
DISTURBANCE
PROP. 16" DI
WATERLINE
INSTALL 35' OFF
EDGE OF PAVEMENT
PROP. 16" 11.25'
RJ FITTING
(VERTICAL)
STA 5+50
N 807278
E 1793484
P OFILE AT I
E GE OF PAVEMENT
E ISTING GRADE
PROFILE OVER
16" DI
WATERLINE
EXISTING GRA E
O� 6" GATE VALVE AND 1 9
FIRE HYDRANT
STA 6+46
N 807230
E 1793567
00035W
STEPHEN L. DAVIS (MARRIED) REFER TO SHEET 01 E-01
AND FOR EROSION CONTROL
BRIAN 5. DAVIS (MARRIED)
5618 LIBERTY RD
GCPN 0122310
DB 6689, PG 622
07 FIBER OPTI
I
METHODIST ROAD (ASPHALT)
--- T------------ 1 --------- 1--- r------------ t------------ 1-------- I-,=-r-_-=
BER OPTICO7
- - _ - - - - - --_ —
Ill
Ill
V1Y11
GENERAL NOTES:
CONTRACT SHEET
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED
5 OF 47
BY SPATIAL DATA CONSULTANTS, INC. AND
BRADY SURVEYING COMPANY, P.A. (NOW MLA
GROUP) DURING THE WINTER OF 2015.
SENSITIVE INFORMATION
2. DEFLECT PIPES AS NECESSARY PER
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
of Greensboro.
VALVE BOX.
02 DO NOT CONNECT INTO OR OPEN EXISTING
VALVE UNTIL TESTING AND DISINFECTION IS
COMPLETE AND WRITTEN APPROVAL FROM
OWNER IS RECEIVED TO CONNECT INTO
AND OPEN VALVE.
O FIRE HYDRANT MAY BE USED FOR FILLING
PROPOSED WATERLINE FOR TESTING
PURPOSES. INSTALL REQUIRED BACKFLOW
PREVENTOR PER CITY REQUIREMENTS.
04 LIMITS OF DISTURBANCE FOR TRENCHING
City of Gree r e round
ACTIVITIES.
Locates I or i e uests
COG Wat6r eso s e 73-2033
05 PROTECT GUY WIRE. AS NECESSARY,
GDOT Traffi Si a _ — _ 73-2606
SUPPORT POWER POLE AND ARRANGE
COG/Guilf rd Co. Telecom — 73-2084
RELOCATION OF GUY WIRE BY DUKE
COG Water upply - — _ — — — 73-5855
ENERGY. CONTRACTOR IS RESPONSIBLE FOR
Tanks/Tre tment Plants
GDOT Storm 73-2569
ter _ _
COORDINATING ALL WORK AND SCHEDULING.
DUKE ENERGY'S COSTS SHALL BE PAID BY
ALLOWANCE ITEM IN BID. CONTRACTOR'S
COSTS SHALL BE INCIDENTAL.
N P D E S
O LIMITS OF MILLING AND OVERLAY.
Genera Permit
1.5 —THICK ASPHALT OVERLAY WITH S9.5B
ASPHALT. MILL 1.5" OF EXISTING ASPHALT
Applies
OVER ENTIRE AREA PRIOR TO OVERLAY.
TRENCH ASPHALT PATCH SHALL BE PER
NCDOT DETAIL 654.01. ONE LANE OF
TRAFFIC MUST REMAIN OPEN AT ALL TIMES.
DISTURBED AREA =
PROVIDE TRAFFIC CONTROL MEETING NCDOT
REQUIREMENTS. NO LANE CLOSURES
13.22 AC
ALLOWED BETWEEN 7:00 TO 9:00 AM AND
4:00 TO 6:00 PM.
07 LOCATION AND DEPTH UNVERIFIED. FIELD
LOCATE PRIOR TO TRENCHING.
G I S DISCLAIMER
08 REPLACE THERMOPLASTIC CENTERLINE,
Objects on this map shown
EDGE LINES AND MINI —SKIPS PER NCDOT
with a dotted linestyle were
STD. 1205.
not surveyed, they were
compiled by photogrammetric
Og PROVIDE PROVIDE PLASTIC REFLECTIVE
methods, available on the
OUT —OF —SERVICE MARKERS ON ALL PORTS
Geographic Information
OF THE FIRE HYDRANT (4-1/2" AND
System (GIs) software used
2-1/2"). MARKERS ARE TO BE RED WITH
by the City of Greensboro.
WHITE LETTERING.
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
730
z / 16" DI WATERLINE RECORD DRAWINGS
04 M
— — — — — — DATE: APRIL 1, 2022
I720 BY: ,
(SIGNATURE)
710 tnlw N *r � � a
+ +
u� Z co
a� ao
N m V) W J_ O
_ w >-
700 `r°
H2 (W
INSTALL 16" WATERLINE AT A DEPTH REQUIRED N z¢ Lo N z a rn of� o `°
TO PROVIDE A MINIMUM COVER OF 4' BELOW L i o o N r-
EXISTING GRADE xx
= ICE L` w < P
_ O Qg
���N ��vN �3(1 Qv Nam'
690 -
0+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
1+00
2+00
3+00 4+00
REVISIONS
FINAL DESIGN
5+00
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
6+00
CONTRACT 1CONTRACTOR
2016-066
2016-066
7+00 8+00
AS -BUILT 1AUTH. DATE WATER AND SEWER PERMITS
K1IZI1
z 690
J
U
Q
8+50
MATTHEW W. WATT
i
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
CA
\A S S R0< i
'o
SEAL
037518 _
4/1 /2022
JOB NO.
P-05805A
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
01 C-01
DESIGNED 10 2019 BY MAS
CONTT. SURVEY BY
Phase I Liberty Road Sewer Force Main and Water Main Extension
LIBERTY ROAD AT METHODIST ROAD
PLAN AND PROFILE
STA 0+00 TO STA 8+50
SHEET
NO.
CHECKED BY
5 OF
47
__1
SCALE: AS NOTED

TABERNACLE UNITED
METHODIST CHURCH
OF GREENSBORO, INC.
5601 A LIBERTY RD
GCPN 0122333
DB 7589, PG 1514
PAN14 X=1794144.208
Y=806729.386 /
Z=728.374 / OPEN CUT AND REPAIR
' GRAVEL DRIVE (4.22 TONS)
�\ \\ 745 OrrMETLRY\\ \ \\ \\ \\ \\ \\ \\`,;� �11``\\ \\\ 7
25
TREES
— — — _ — — — — — — Inv\ In 728.3 EDGE OF PAVEMENT / / /
\ \\ \ \ _ / / / PROP. 16"x6" RJ E /
\Inv. Out 7277.73 _ E.
\,_ / , / / , / 11 IS LIMITS
---- — ----- / / / \ \ \ \' ti \\ �\ P / / / / 6" GATE VALVE, AN
— — — — — — — _ � \ \ � , \ \\ \ \ � / � / / / G� OF DISTURBANCE
_� ` — �— J / / / / / / / EXI�•T FIRE, HYDRANTO(D
/ / 1 OHIP / .OHIP CHIP HIP OH/P1 \ / / ' / / /
— 740 — _ _ _ \ } OH/P FI, ER TIC / STA 17+37
O PP e l� .. OHIP OHI= — CHIP i / \ \ \— , Ham. OHIP F/P OH/P H/P CHIP
CHIP 6FlIT— ----- ---- // ,V' /-- . QH °� N 80645it
"'I i _ — — — — — — — — — — — — — — i / / / I/ / 1 M K R \ / V / / / / / / /rj OH/P OH/P CHIP
/ P CHIP f El 17943E 1
�y� f r OH/P /
00 FOCI FOCI F FOCI F0= FW- HOC—=OC— FOC-7FOC F=C— FOC� POCK F / � \ KR j /P �� CHIP QH/P OH/P - N OH/P OH/P
FOC�FOC— - - - - !' _
I�sJ F �0�� 1FO1,C,1� `_ —_—_— —� —J/ �C �y �- __ T T �� Q r...,.7 T T T FOC��°••� —FO— OCR FOCI
FOCI ♦ FO-5��� i� i- UN E� T _ T _ �� T= T _ T _ T 7 �.—� T _—T T _ T_ (�
— T T _ — — _ — — — — T-C r _ � F_C FOC / O
%T—T—T -�TT—T�:T �1_SST—T—T���{_{—��T—TTT Ifµ''_ /� \ �L—ram �_
_� �_ T,�,_ jfi{tea._-r T T T' =_T _ %T _ T T �1 T T T T T _ _ — — _ — — 1L/2] T�� � -- T T \ - � FOC� FOc L0
(n_ T=T�T�T�T�T�� _� EX. PROPERTY LINE �,IBERTY RD �7�nn SR 3549 II[] —\�— T-- T:�T—T-T —7 r 7�T--/ —"�F- °J. / /
T
1---� T— ram\ i�
---_ -----——_----- mn _--�/ °z_ / '�— —�� 7 r—Fr�r
r�E FOC— FO FOc— '=•G— FOC— FOCI FOC= FOC FOC FOC— FO C — — — — _ / _� T r �_� 7 F27L•� L�
— — — — = F9� ` P F C FOC�=OC C� FOC — F FOCI i- — �� / r — T �r T— T �
��. FOC—FOc�FOo� I !— FOC�F1 C � T 7 T� r^
— F!r✓— OC FOCI FOCI FOCI FOC�W FOCI FO FOc FO�/ — >_ — r —T - T �T T
Mill
_ \— ���J \� \ �_ \ JW°°� fF
=$ \IREES�xFO=� O FO O[`.'F
I / x�x I / / / �1 4-RAID p�'—x'x_ x_x \ \ \\\ :IN4�\ \ — F���� _ c
F E �1 / �F
FENCE \ �\ \ II ? I I I I / — — — x \ / / _ B 5i- \ \ \ ��� \ _ F°
a i I/�
I /Inv. In
'0 Inv. Out �01.367/\7
N
) / TGUy
HOF, CHIP
OHP/e// / //Z\OP OH,P OP OHIP CHIP OOHOHiP PCHIP CHIP CHIP CHIP CHIP CHIP PP/
I-/ /OHIP OH O�IPSOH P A CHIP OH/P CHIP OH CHIP / 0H1
:
PUE IS LIMITS
/
I " " OF DISTURBANCE PROP. 16 x6 RJ TEE I k / / �/ / / / I I °H� �LCHIP
Q PROP. 16" DI 6 GATE VALVE, AND 1 3 \ / / / / / / / / I II I I �`' 0 Lv
WATERLINE FIRE HYDRANT
INSTALL 9' OFF STA 12+76 1 /// // / / 1 I / _
EDGE OF PAVEMENT N 806807 // �Lx I rJ
E 1794031
i xxz �
00035W
STEPHEN L. DAVIS (MARRIED)
AND
BRIAN S. DAVIS (MARRIED)
5618 LIBERTY RD
GCPN 0122310
DB 6689, PG 622
ROBERT WEBB AND WIFE,
VALARIE W. WEBB
5617 LIBERTY RD
GCPN 0122340
DB 6302, PG 83
PS 86, PG 132, LOT 83
TABERNACLE UNITED
METHODIST CHURCH OF
GREEN58ORO,INC.
5621 LIBERTY RD
GCPN 0122338
D8 7589, PG 1517, TRACT 2
P8165, PG 23, LOT 1
O
00
760
10
750
740
I
730
16" DI WATERLINE
I
720
I
I
710
I
700
690
680 Z
J
U
Q
8+50 +00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
IM)l 704.338.6700
-- _— _— T— -- -_ -_
10+00
11 +00
PROFILE AT
EDGE OF PAVEMENT
EXISTING GRADE
12+00
13+00
REVISIONS
FINAL DESIGN
REFER TO SHEET 01E-01
FOR EROSION CONTROL
PROFILE OV
16" DI
WATERLINE
EXISTING GF
—1 — —
------ _
INSTALL 16" WATERLINE AT A DEPTH REQUIRED
TO PROVIDE A MINIMUM COVER OF 4' BELOW
EXISTING GRADE
I
G RA
14+00 15+00 16+00 17+00
TYPE I CONTRACT 1CONTRACTOR I AS —BUILT 1AUTH. DATE I WATER AND SEWER PERMITS
ROADWAY
SEWER
WATER
SIDEWALK
2019-017
O
00
Q 760
H
07
750
M1I17
730
720
710
700
I 690
I
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. (NOW MLA GROUP)
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 PROTECT SIGN.
O3 PROVIDE PROVIDE PLASTIC REFLECTIVE
OUT —OF —SERVICE MARKERS ON ALL PORTS OF
THE FIRE HYDRANT (4-1/2" AND 2-1/2").
MARKERS ARE TO BE RED WITH WHITE
LETTERING.
Z 680
J
U
Q
18+00
18+50
JOB NO.
P-05805A
DESIGNED
10/2019 BY MAS
CONST. SURVEY BY
CHECKED
BY
SCALE:
AS NOTED
RECORD DOCUMENTS
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
__7!
BY: ,,I - L/
(SIGNATURE)
MATTHEW W. WATT
K-
CONTRACT SHEET
6 of 47
SENSITIVE INFORMAT101`
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
MNorI$'ll�n1a
City of', Gre
Locates I
COG Water eso s e 73-2033
GDOT Traffi Si a'
73-2606
COG/Guilf rd Co. Telecom — 73-2084
COG Water upply - — — — — 73-5855
Tanks/Tre tment Plants
GDOT Storm ter _ — — — 3'73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
28.71 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 DEPARTMEN
Phase I Liberty Road Sewer Force Main and Water Main Extension
LIBERTY ROAD
PLAN AND PROFILE
STA 8+50 TO STA 18+50
ES S.R q�
SEAL -
037518
4/1/2022 c
01 C- 02
SHEET NO.
6 of 47

TABERNACLE UNITED
METHODIST CHURCH OF
GREENSBORO,INC.
5621 LIBERTY RD
GCPN 0122338
DB 7589, P61517, TRACT 2
PB 165, PG 23, LOT I
15" RCP / /I / / II I REES
Inv. In 04.18
Inv. Ouir Buried I OHIP OHIP
.HIP 1— OMI�—
O
-F
00 / / / l U .',J 1 1 • I I /
—
FO FOCI—/ / a` r _ /
FOC— FOCT FOC WC— Oc; FOC -�� F foc
T—T—T�T /Z T T T `ter T�-T—T TAT / �T�T `\T— C
T T T—T'T—TAT T---T—T— I T—T T—T T T—IT T- T T T `�—
_ _� r r 7
I_TT� �T� T_ — — — ——T T T___ L��—T — Ti��TT�L_� TTT
— — ^ j O — — T
/ — — T T
�� OPE` LINE
FOCI FOC�FOC� FOC—yFOC� FOCC = FiC� FOC—COL FOC— FkC FOC.�
— \ FO F FO^— ' FO
PROP. 16"x6" RJ TEE,
6" GATE VALVE, AND
FIRE HYDRANT 1 2
S'fA 22+&7—
/ NN 800018 \\ \
E 1794626
PROP. 16" GATE VALVE
STA 22+76.60
E 1794631 — — — — — — �rio�s' 24"=
_ \ Inv. If1 68f
Inv. Lit 679.88\
_
EDGE OF PAVMENT
i / �\ _ \�\\ IS LIMITS
c� \ F
_ F.o=F �F\---- OF DISTURBANCE
y r _
— T T Tom. ��L 7 \ FOC� FOC�
�T—T T T 7 T�7� FO POCi� �R
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T—.SL _L =i��� �— i T� �o� l 1 \ \ \
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F—� Foci Fo � '` � _ � / � �� T r __ - - �_ �
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7 N
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_ l OWP I / — 71 i `i / °� \ ` /�uP —oHIPI ToWF `oHm � `\ \ \ � / / %�— — s� —��_ � I � -� r � �i ire
o
HP
- Tz
W/ I ggqHlP — — — — OH \ / I _ — _7
T OWP OHIP OWP� OHIP / OWP OH' —� OH/P OH/P OWP \ \ \ \ \ \ \ \ \ \ \ �� WP \ F — _
\/ / 1 PP \ \ \ \ \ \ \ \ \ \_ \ \ \ \ \ OWP\OH/P PP/—� /
Z \P
\\/ \\\ \\\\ 2/--OP 9—=—OCVY /_
_
OH/P -097P
O
LO
00
730 Q 1
H
�I
720
I
710 I
i � 6" DI WATERLINE
I
1 700
.•E
.:m
1 670
..1
650 Z
J
U
Q
18+50 19
00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
LLJ
15" RCP 675
Inv. In 704.81 PROP. 16" DI WATERLINE WOODS I I� / /PROP: 18 x6" RJ_ IE� �' — /� ��� J
Inv. out Buried INSTALL 9' OFF V-C �ATE UVID
EDGE OF PAVEMENT PUE IS LIMITS FIRE HYDRANT j 6�0
OF DISTURBANCE STA 27+85-=/�_�'
N 805558 / ' —
E 1794864
00035W
STEPHEN L. DAVIS (MARRIED)
AND
BRIAN S. DAVIS (MARRIED) REFER TO SHEET 01 E-02
5618 LIBERTY RD FOR EROSION CONTROL
GCPN 0122310
DB 6689, PG 622
L0
00
1 Q 730
IW
720
15" RCP PIZOFILE AT
EDGE OF PAVEMENT 1
EXISTING GRADE
710
PROFILE OVER
16" DI WATERLINE
EXISTING GRADE
-__ 700
-- 24" RCP
690
rn a
+ ---- __
---___ _
NZ � —'--
680
LILI
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. (NOW MLA GROUP)
DURING THE WINTER OF 2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO
MAINTAIN ALIGNMENTS.
KEY NOTES:
OPROVIDE 2'x2' CONCRETE PAD AROUND VALVE
BOX.
(DPROVIDE PROVIDE PLASTIC REFLECTIVE
OUT —OF —SERVICE MARKERS ON ALL PORTS OF
THE FIRE HYDRANT (4-1/2" AND 2-1/2").
MARKERS ARE TO BE RED WITH WHITE
LETTERING.
ILL"
16� 670
DI
WATERLINEI
+
N
Z N
Z I
9
W} N
W} 660
W +
INSTALL 16" WATERLINE AT A DEPTH REQUIRED
X WW 00
c14
TO PROVIDE A MINIMUM COVER OF 4 BELOW
z M n
m 04
�
EXISTING GRADE
N
�
io H
N
io Q
1 Z 650
J
U
Q
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS JOB NO. P-05805A
ROADWAY DESIGNED 10 2019 BY HDR
SEWER CONST. SURVEY BY
WATER 1 2019-017 1 1 1 1 CHECKED BY
FINAL DESIGN SIDEWALK SCALE: AS NOTED
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY: Lt%
(SIGNATURE)
MATTHEW W. WATT
K-
CONTRACT SHEET
7 of 47
SENSITIVE INFORMAT101`
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
arNbrithol�RGIIIIIMAMO
City of'I Gre
Locates I
COG Water es7PIants
73-2033
GDOT Traffi Si73-2606
COG/Gui1f rd73-2084
COG Water up,73-5855
Tanks/Tre tmGDOT Storm 73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
28.71 AC
GIS DISCLAIMER
Objects on this map shown
with a dotted linestyle were
not surveyed, they were
compiled by photogrommetric
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
ES S.R ��
SEAL
037518
4/1 /2022
T-C I NEB
CITY OF GREENSBORO
WATER RESOURCES DEPARTMEN
Phase I Liberty Road Sewer Force Main and Water Main Extension
LIBERTY ROAD
PLAN AND PROFILE
STA 18+50 TO STA 28+50
01 C— 03
SHEET NO.
7 of 47

0103N (058059-06) 06" GATE VALVE 6"x6"/ RJ TEE / RICHARD L. WRENN SR.
TABERNACLE UNITED TUERESA COBLE KIRKMAN " " AND WIFE,
METHODIST CHURCH OF 5701 LIBERTY RD 1 g FEMA 1 % ANNUAL O6 SURGE VALVE 6 I✓2J VERTICAL BENDSO MARGARET H. WRENN
GCPN 0122301 FLOOD HAZARD AREA \RJ FITTING 6" FLAP VALVE3 4941 CADE RD
GREENSBORO, INC. D8 2729, PG 811 I " ' \
5621 LIBERTY RD GCPN 0122314
690
GCPN 0122338 12" RCP 6" DI WATERLINE , " DB 4747, PG 1725
D8 7589, PG 1517, TRACT EDGE OF PAVEMENT Inv. In 654.80 \ 15 x7 x6
P8 165, PG 23, LOT 1 IS LIMITS OF 6"x6" \RJ TEE RIP RAP PAD i
DISTURBANCE FEMA 1% ANNUAL PROP. 16"X6" RJ TEE 06" GATE VALVE / �, 6"x6"I RJ TEE , FLOOD HAZARD AREA 19
OPEN CUT AND REPAIR 6" GATE VALVE, 1 21 16"x6" RJ TEE, �`.__• 6" GAVE VALV FEMA FLOODWAY BOUNDARY1��
PAN15 / GRAVEL DRIVE (3.09 TONS) FIRE HYDRANT I S 35+24 0
1
X=1794966.863 STA 32+73 I
Y=8054/0.149 N 805116 1 16 GATE VALVE, i PROP. 16" 22.5' RJ FITTING TZ=669.725 E 1795072 STA 3 29 STA 35+50, 7' L
N 804853 0
166RJ TEE, J ,� X 1 I I I I I E 1795149 a
STA 35+34 \\\ \\ _ 16 DI \ I I I 1 I \ I I
" \ \ TREES \ \� 0 � , WATERLINE
I I 1 I 1 \ \ 1 1 \ I \ \ \ \ \ \ w \\
I ► I I 1 \ P , \ \ \ \ \ \
I I I � \ 1 \\ \ \ \ w ��iJ
I I I 1 I I \ \ \\\ �� \\ \ \ r o \ \ \ I-
I \ \ / // / - \ 19 FEMA FLOODWAY BOUNDARY \ \ \\ �\ I I 1 1 �' \ \ \ -
p I I I I \ I \ \ \ \ o I /� _ 6X. NIT HOL \�\ I / I \ PRQP. 6 115 \R\J FI ING \
Ln I \ \ \ \ �x to / / // I 0s \ \ \\ \\' \\ 1 1J 1 1 A �6+ 0,\12k L /
+ \ \ \ \ \ \ 1 \ \ 18" CMP Iw \ 1 \ \ 19 \ \ \� 640 ao \ \\\ \ \\. I I \ \ \ \ \ 80476 \ / - 6 O
x x \ I \ Inv. In 655.41 Q \ " \\ \ \ \ / \ Ln
00 = _ \ \ / I a/ I \ \,�,oQDs - \ \ \ I \ \ E 17`95b 9�\ \ /
N j _ / �) �1 J TF EES \ I , I �x I \ II \ l PROP. 6 SURGE VALVE I _ _ \ 1e \\ `� 1 \c 1 \ \ \ \ \ �woo�s /- - - +
/ - �_ _ AND BLOW -OFF 1/ - �\ \ \ 1\ �. \ \ \ \ \ \\ - 00
-
a� --_ _
C OFB'--F6��- - FtSL' FOB �OCiF _- i / '%/% / I I I ) MKR / J _� (SEE ENLARGED PLAN ABOVE) 645 \ (
TT�� T �/ -� _ FOB- FOC=O - ' FAO- J \ �� \S C
- T -S T� T -'T T T �'L T �� T t T i / - -` -
T \ ` T T T T T i ` T_ T ` \ ����EE �- FOC FCC C= �/J F
T \ TAT-T �T�T�T TTrTy�
TT�-T T `�-T T� Ti T� � O�T���-T� _=� T_ T � 17 �T T T _ T� -
\ \ 2 \- T-TT --T T 'TT--T--I-T-T--�-?�T i. i -T-�� T�T T�T-T T T�T��L T T-T�-TL TAT T=TiT-T-T=r T T-7 7�-1-I -
- - - - - I ,o- ► I 3 LIBERTY RD\� SR 3,549 � I 1 17
- EX. PROPERTY, LINE / / / / 7
FOC- FOCI FO FO FO Fn�- FOC FOC-7- FOC-y Ff,C��ppC� F F FOC-� FOC� FOC FOC I FOC_ FOv � FOCI FO/ - FO)C FOC��PO� FOB FO FOC/ FO FO OC� FOC- O FOC FOC =FOC� FO r FOCI FO F FOIINN
FOC- FO C�
1 ES T - W - _ W- �/ - _ __--- _ --
iFEES \ - �- I �- rr� \ - =c - _ �- - �-�-� - \ a I _Z �
\ \\GU DPP i ��I�-�\\1 \ \
OHIi �' OF�P' OH \ �PT-OHIPH/P jHl� / OWP �f OHIP-04I/P /P OF;P OHIP, OH/ OH/P �OHIP �-L OH/P �OH/P OHIP/�OH/P =H/PH/P H� 9�P H'O/P/ OH/PI P /
/ / - a \ J I \ \ / / / � � � / II II � � / /
Zr\ _
wl / �/ / / / 6isting Z Permanent /I
_J I \ \ � � / / / / / / I> - � � � _ / / // /' Utility Easement
4L i 5 ___ /� / / 9 4164 PG 895
C) \ I \\\\\r �i �ICI i� �� 65 - •�..
Q \ \I 1111 PUE IS / / // �V1� LKE 4S' - 'rQi / �� / / - _ - - °� / / I�&DSQROP. 16,7W RJ TEL`LlM1TSOF-_/_ / / / / / LIMITS OF \ I - / /� - / / II S 8 35 64 / /
DISTURBANCE i� � / -
DISTURBANC"� � / � 50
ILLCFOCI FO\FO
\ \ \ \ PE O� CI
\ \ \ I
' = �^6�^y
�LLLLJI FOFOB �-
O -
8== -T+T-T j 4�-T�T T T-T T-T�F,//
T T T/ �� c
Tom- TT�T TTTT T-�rTi-T TT TTTLTT T-T-
- i T - TL = T
-- - ------ I r
SIGN
14
c FO Fes.- FOC+.r_OC- `0D­:Z- FO �_ F F Cy�OC
a
OH/P OHIP OHIP T7/ P p OH/P
10 mz-z
\M �s45_- i -,15 \ �' 12
\ - PROP. 16" GATE VALVE / \
12" RCP \
Inv. In 659.68 NT8048719 PROP. 16"x6" RJ TEE 8 35+34 6
/ Inv. Out 659.36 / E 1795134 STA 4866
/ PROP. -16" DI WATERLINE E 0951171133 16 16
// INSTALL 9' OFF
RECORD DOCUMENTS EDGE OR PAVEMENT PROP. 16" 11.25' RJ FITTING
/ THE ORIGINAL RECORD DOCUMENT, SIGNED AND STA 35+38
/ SEALED ON OCTOBER 30, 2019, PREPARED BY HDR REFER TO SHEET 01 E-02
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN FOR EROSION CONTROL - 1 N 804862
00035W / MODIFIED TO INCORPORATE FIELD CHANGES E 1795133
5TEPHEN L. DAVIS (MARRIED) MADE BY THE CONTRACTOR BASED ON \ i
AND / - 00045W (PO5805A-05)
INFORMATION PROVIDED BY THE CONTRACTOR AND ITTING
BRIAN S. DAVIS (MARRIED) e043b4/ (P258058-06r PROP. 16 22.5' RJ F
OTHER DATA ASSOCIATED WITH CHANGES IN THE � - - �
5618 LIBERTY RD WORK AUTHORIZED BY THE OWNER. THE ENGINEER RAYMOND ALLEN COBB STA 35+65 \
GCPN 0122310 REPRESENTS THAT THIS RECORD DOCUMENT HAS 1 g FEMA 1 % ANNUAL 5700 LIBERTY RD N 804835 FEMA FLOODWAY 19
/ BEEN PREPARED ON THE BASIS OF THE FLOOD HAZARD AREA GCPN 0122312
DB 6689, PG 622
/ INFORMATION PROVIDED TO THE ENGINEER, BUT D8 7035, PG 740 E 1795138 ` BOUNDARY
MAKES NO REPRESENTATION AS TO THE
O ACCURACY OR COMPLETENESS OF SUCH
INFORMATION. 3:
+I DATE: APRIL 1, 2022
00
N RECORD DRAWINGS INSTALL (2)
690 < VERTICAL 16" 45'
DATE: APRIL 1, 2022 BENDS
ao
BY: +
(SIGNATURE) M
680 GRAVEL 10 Q
MATTHEW W. WATT
C4111
C:T111
C�Y�1
C�I11
[.-NR
620 -
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
610 Z -
J
U
Q
M
28+50 29+00 30+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
31+00
1A" RCP
PROFILE AT EDGE
OF PAVEMENT
EXISTING GRADE
PROFILE OVER
16" DI WATERLINE
EXISTING GRADE
- - l
\iZ
111 / J
QISTUTA1`i q\ \ U
Co
= I
PROP. 16" DI I I
FORC MAIN 19 00 L
X
FEMA 1% ANNUAL
PROP. 16" 11.25' FLOOD HAZARD AREA
PROP. 68 LF OF RJ FITTING
I 30" STEEL CASING10 STA 36+5q FEMA FLOODWAY BOUNDARY
N 804756 0005SW (PO5805A-05) O
PIPE, 0.312" WALL E 1795188 0 05SW (P058058-06) 19
THICKNESS JAME WESELY THACKER AND
PROP. 75 LF OF JO B. THACKER, HIS WIFE
30" STEEL CASING 10 5714 LIBERTY RD
GCPN 0122316
PIPE, 0.312" WALL DB 2597, PG 477
THICKNESS / I PB 73, PG 141, LOT
INSTALL (2)
VERTICAL 16"
22.5' BENDS
I >
J
21 > rn INSTALL (2)
= w + U_ VERTICAL 16" 45'
Q LO BENDS
w .-.
C9
►'�
t= M J
Q
J BIG
Cn p v
T­
N
ALAMANC
13-
^ CREEK
a
o
U a cn
r- � M
LO -
o `n'I " +
_ = Z LO
M CID c�
fN m N iYw W - N---- -- --- I-
0
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a
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0-c0
+of
7)
z
M
Z
16"x6" RJ TEE (W)
0
STA 35+24
w o
m
W}
Of U-1
32+65
c0 w
3
aX Q Q
c0
v
Q N
w
w
ADD 16" GATE
H
7)
M
VALVE • <
+ W
+
e- F-
P0 r(p
P7
ix
i0 j
X
H io
H
�vN
32+00 33+00 34+00 35+00
REVISIONS TYPE CONTRACT CONTRACTOR
ROADWAY
SEWER 2016-066
1 2� WATER 2016-066
FINAL DESIGN SIDEWALK
18" GRAVITY
SEWER
J
N
to
J
IW
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. (NOW MLA GROUP)
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 REFER TO DETAIL 8/01 D-06.
O BLOW -OFF PER COG STD. 119.
O4 PROVIDE VERTICAL FITTINGS AS REQUIRED TO
ACHIEVE DISCHARGE PIPE ANGLE PER COG
STD. 119. ALL PIPE, FITTINGS AND VALVES
SHALL BE RESTRAINED JOINT.
O 40'x25' LAUNCHING PIT.
010'x10' RECEIVING PIT.
O7 100-YEAR FLOOD ELEVATION PER FIRM PANEL
7890, MAP NUMBER 3710789000J DATED
6/18/2007.
O EXISTING SANITARY MANHOLE
RIM: 638.01
SHELF: 633.71
INVERT: 632.56
O9 NO DISTURBANCE IN THIS AREA.
10 INSTALL STEEL CASING PIPE USING
TRENCHLESS CONSTRUCTION METHODS IN
ACCORDANCE WITH CONTRACT SPECIFICATIONS.
ALL PIPE WITHIN THE CASING PIPE SHALL BE
RESTRAINED JOINT. INSTALLATION MUST BE BY
PULLING. PUSHING OF PIPE INTO CASING IS
NOT ALLOWED.
11 ROTATE FITTING VERTICALLY AS NEEDED TO
MAKE CONNECTION TO EXISTING MANHOLE.
12 DO NOT DISTURB STREAM BANKS OR STREAM
BED.
13 APPROXIMATE LOCATION OF 200' DUKE
ENERGY RIGHT OF WAY (200' PER PB 73, PG
141) (150' PER DB 2029, PG 2119)
(BLANKET EASEMENT DB 2029, PG 125).
O
+
00
I Q 690
I�
680
I
I
670
PROFILE @VER
16" DI F RCE MAIN
EXISTING GRADE
660
oo 650
i E
Z
1
640
I
w
630
N
a
+
00
J
3
80
LF OF 10
Q o
v~i W
z
30 STEEL
620
CASING PIPE (W)
0.312" WALL
THICKNESS
3
••
•
to
c°
80
LF OF 10
z
`O
4.
INSTALL (2)
I w
`�
N
+
M
"
30 EEL
VERTICAL 16"
Z 610
CASIN PIPE (FM)
�
22.5' BENDS
J
_
co
0.312 WALL
(0--.1
U
THICKNESS
F_
ALL
FORCEI MAIN PIPE SHALL
BE
INSTALLED ON A
POSITIVE SLOPE OF 0.1 % OR GREATER
<
36+00
37+00
38+00 38+50
AS -BUILT AUTH. DATE WATER AND SEWER PERMITS JOB NO. P-05805A P- 05805B
DESIGNED 10 2019 BY MAS
CONTT. SURVEY BY
CHECKED BY
SCALE: AS NOTED
14 PROTECT POWER POLES AND GUY
WIRES. AS NECESSARY, SUPPORT
POWER POLE AND/OR ARRANGE
RELOCATION OF GUY WIRE BY DUKE
ENERGY AS NECESSARY. CONTRACTOR
IS RESPONSIBLE FOR COORDINATING
ALL WORK AND SCHEDULING. DUKE
ENERGY'S COSTS SHALL BE PAID BY
ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE
INCIDENTAL.
15 EXISTING SANITARY SEWER MANHOLE
RIM: 637.85
SHELF: 633.75
111 632.65
16 EXISTING 25' PERMANENT UTILITY
EASEMENT, DB 4419, PG 721.
17 16" GRAVITY SEWER. REFER TO SHEET
01C-19 FOR PLAN AND PROFILE.
(18> PUE, WIDTH VARIES.
1 g FLOOD PLAIN INFORMATION PER FIRM
PANEL 7890, MAP NUMBER
3710789000J, EFFECTIVE DATE
6/18/2007. FLOOD ELEVATION WEST
SIDE OF LIBERTY ROAD: 648 FT.
FLOOD ELEVATION EAST SIDE OF
LIBERTY ROAD: 645 FT. NO
ADDITIONAL FUTURE 1% SPECIAL
FLOOD HAZARD AREA IDENTIFIED IN
THIS LOCATION.
20 NORTH CAROLINA SURFACE
FRESHWATER CLASSIFICATION FOR BIG
ALAMANCE CREEK AT THIS LOCATION:
WS-IV,NSW. BIG ALAMANCE CREEK IS
A PART OF THE CAPE FEAR RVER
BASIN.
21 PROVIDE PROVIDE PLASTIC REFLECTIVE
OUT -OF -SERVICE MARKERS ON ALL
PORTS OF THE FIRE HYDRANT
(4-1 /2" AND 2-1/2"). MARKERS ARE
TO BE RED WITH WHITE LETTERING.
►I
CONTRACT SHEET
8 OF 47
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
N o
rah
8_
_8rolihawww.�nn�
City of Gree r
e
round
Locates I or 1
equests
COG Water eso s e
73-2033
GDOT Traffi Si a _ -
_
73-2606
COG/Guilf rd Co. Telecom
-
73-2084
COG Water upply - - - _
- -
,73-5855
Tanks/Tre tment Plants
GDOT Storm ter _ _ _ -�
73-2569
NPDES
Genera Permit
Applies
DISTURBED AREA =
13.22 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
,�.o�t SSRo�;%
9%n
CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT
Phase I Liberty Road Sewer Force Main and Water Main Extension
LIBERTY ROAD
PLAN AND PROFILE
STA 28+50 TO STA 38+50
-
037518
4/1 /2022
� Ty�N W
01 C- 04
SHEET NO.
8 OF 47

CLYDE WAYNE SCOTT OPEN CUT AND REPAIR THOMAS L. HILLIARD GENERAL NOTES:
5721 LIBERTY RD GRAVEL DRIVE AND HIS WIFE, CONTRACT SHEET
I GCPN 0122313 9.70 TONS LUCILLE R. HILLIARD
i
OPEN CUT AND REPAIR DB 3566, PG 205 / ( ) 5725 LIBERTY RD 1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY 9 OF 47
GRAVEL DRIVE GCPN 0122307
SPATIAL DATA CONSULTANTS, INC. AND BRADY
PROP. MAIN
DI DB 2S L. I LI SURVEYING COMPANY, P.A. NOW MLA GROUP
(11.69 TONS) � FORCE MAIN THOMASL.HILLIARD ( )
/ INSTALL 9' OFF (BY ENTIRETY) DURING THE WINTER OF 2015.
EDGE OF PAVEMENT 2. DEFLECT PIPES AS NECESSARY PER SENSITIVE INFORMATION
I ' PROP. 16"x6" RJ TEE MANUFACTURER'S RECOMMENDATIONS TO Not to be copied or
/ 6" GATE VALVE, MAINTAIN ALIGNMENTS. distributed without the
FIRE STA 45 8RANTO express written
I N KEY NOTES:
w N 803946 permission of the City
z E l795624 01 PROVIDE 2'x2' CONCRETE PAD AROUND VALVE of Greensboro.
w9oDs--� Box.
0z
0
- _ - - - — — - - - - - - - ,OPEW C�T AN,D \ \ \ 2 PROTECT POWER POLES AND GUY WIRES. AS
\ - — - - DG �OF P VEMENT - _ - J' / / REPAIR GRAVEL /I I I \ \ I \ I �` / I / \� \ O_PEN\ClT� - - - _ O
\ a \a IT$ - - - - // / I \/ \ `�'' I \\ \ AND REPAIR - \ NECESSARY, SUPPORT POWER POLE AND/OR
\ o a I\` \ DRIVE �31.84 \TONS) 1 \ \�/ OAR EN \ I 12" RCP \ ARRANGE RELOCATION OF GUY WIRE BY DUKE
o i / 1 I I \ I y -- GRAVEL DRIVE \ ENERGY AS NECESSARY. CONTRACTOR IS
\ \ \ ) \ DI�SIURBAI�C� \ \ \ ( „ \ I \ \ Inv. In 691.33 \ _
\ w I - - \ \\ WOPD� - , \ \\ \ \ \ l \ i 5 RC 6�7 49 I I GIUY P I +�\ I / I \ / PP I I \ Inv. out 690.55 �6.03 TONS) RESPONSIBLE FOR COORDINATING ALL WORK
\ \ \ \ \In H/P OH/P OHIP OHIP OH/P OH/P OH:P OH/P
—�/ / --- _—� \ \ Inv. ut 67-7.46 I P "� I I� I
a�� I ' —� wooDs� P OH/P \OH,P OH/P �OH,P OH/P OH/P °wP�°H,P °H/P AND SCHEDULING. DUKE ENERGY'S COSTS `
L0 \ ` \\ \ ° o\ o \\ \ (\ l�' e\ o _ - - \\ /i I ly \ O SHALL BE PAID BY ALLOWANCE ITEM IN BID.
o \ \ \ \ \ / _ - - - - - _ _ - T' \ LO CONTRACTORS COSTS SHALL BE INCIDENTAL.
+► \ \ \ I 15"RCP ----__ _ \ \ \ i 15" RCP \ I J�G�1Y\�\\ ��� ��— _ (o� \� — +
00 a \ \ \ \ I Inyy/ In 6 0.84 /— — ---___ \ \ I \Inv. In\671.55\ \ w ��� \ _ — ------ \-- II -I \ \\ \ 15" RCP 00
°\\ 0\ \ I I \ InJ. Out �59.541 \ \ I Inw. Outer\ .91 \ ° IFS I \F° \ \ \ \ \� \ \ O
_ _ _ _ _ _ - _ _ _ o \ _ 3 APPROXIMATE LOCATION OF 200 DUKE
QIFOc— 33
oc—= _ \ \ F Foc \ \ — _ —$-- — _ = — \ — — \ — — — Inv. OuIn t 694 937
-�- - - ENERGY RIGHT OF WAY (200' PER PB 73 PG City of Gree r e round
F ` \ \ '_ FOC� C7 \ O ° \ \ \ \ _�� FOC FQ_CT O HOC— Fps\ �- FO O— \ n v
\ —� -i— =F�,,� �� F-Q� - FOB— FOC— Fn \ \ 6iK -.� • �o � _C— FOc 1-°e� .EI>� 141) (150 PER DB 2029, PG 2119)
° Q Locates I or i e nestszz�
—_ — ---- ----- _ _� — rn7 I�KR \ \ �.wIKR — GN— — — — ---- --
T T T� T —,L T �— T T �� �� F-` 7+ T — T'� T— T Z T T l= T'f T T T " "' �S� T ! M K % \ a�
T T— —TT —TT Q T TT TT= T�_T?TT T�--T�/f—T�—T�-���T / Tf/ T�;� / /' �_ �� Foc �'—� r'6AR�„� ���� ,� T _ -� I� (BLANKET EASEMENT DB 2029, PG 125). COG water es, s e 73-2033
T�T =v—T T y`T—LG_ _T T—T T—T— TAT—T��T— T T T�T—T TTT T /i T T T T T T� T� T T— T T—/F— T T 3�T—T� T—T T �TL T—Ti TCT Traffi Sia 73-2606
--- — -- 1— — L-- GDOT ---
_ _ 3 _ _ I' — — - EX.—P oERT LINE _ - _ _ �j� _ - (� -- - ° j- -T -� r - - L - / I �1Z 3 �549 /� EX. P 6PERTY LI 1` / O GRADEANDCONDITION. DITCH TO ORIGINAL COG/Gu i — — — — — 73-2084
y�— —�u-- — — -- — --� — —�— —� -- -- /lf rd Co. Telecom—
_ I I i I14
COG Water upply 73-5855
\� \ 2\� \ — Tanks Tre tment Plants
%�.� 73-2569
�+� _ _ - _o _ �_ O5 INSTALL HDPE BY OPEN CUT. ALL PIPE WITHIN GDOT Storm ter �I
\ \ \ — FOC FOC—� FOC— FOIE FO FOC—,� OCR OC— FOC \ �e FOC—iFOC FOC— FO F FOCr FOCy FOC —`` ` C� OC�� OC— F FOC OC— FOC—'FB(' R11 FC C� FOC— F FOC FOC— FB6�_ FOC F C� FOC C� FOC— FO6� FOCI F� �. F�T FOC— FO C— F F C FO F FOC FO:— FOC— FOCI FOCI FOC—rQ� �F \
i� \ \ •• c= \ \--�c'oC� FO FOCy`G� F F_ C
- _ — _ _ _ _ _ _ - - _ THE CASING PIPE SHALL BE RESTRAINED
_ ` l ! — J � I� � � ` � -�- `I- I MK ��� - � JOINT. INSTALLATION MUST BE BY PULLING.
\ Gu NDSCAPING a - - PUSHING OF PIPE INTO CASING IS NOT N P D E S
I \ \ / — \ \ \� — \ \ R� INE _ / — \ \ — — — — — \ \ \ EX. R/W LINE \ — TREES -- - ALLOWED. MAINTAIN A MINIMUM OF 2' OF
\ ��. \ !\ SEPARATION BETWEEN CASING PIPE AND GAS Genera Permit
OHIP\ IP H OH/ OHP t,H'P p1{/P OH/P-O /P OHIP OH/P OH/P OH/P OH/ OfNy \ /P 017P O OH p�{/ OH/ /A OHIP OH/P ' OH/P /P CH'F' OHP OH/P �/ OH/P
\� / VE I L \ \ \ H\ \ �H/P P 0=/P OH/P -�6H —7-- —� \ \ t�i— OH P O� PIPE LINES
° \� I ` W I X. PROPERTY LINE I GRAVEL DRIVE / \ �' \ \ GAS NTS \ \ \ \ \ — — — \ \ \ \ — — f I / • 695
a , I \ \ - - _ _ \ \41
\ — \ \ \ _ _ - I I _ - _ - - 6 PROVIDE 75 LF OF DI RESTRAINED JOINT PIPE Applies
W \ \ o� \ \ \ /a \ \ \ ---- \ \ \ \ \ �� O "
\ o 1 \ I - \ _ /\ \ - \ 1� , - IW CENTERED THROUGH 30 DR 17 HDPE CASING
\ \ \ \ _ I \ 4 \ \ - - Z PIPE FOR BOTH WATERLINE AND FORCE MAIN.
Ld
U \ \ a \ I of \ \ \ \ \ \ \ - _ PR9� 6"(6" R I TEE - - - \ \ \ \ ,� - - - - - - TBEES, \ \ I � - _ - _ - O7 GAS PIPE CROSSING ELEVATIONS SHOWN IN DISTURBED AREA
~ I \ \\ \ \ \ \ I 6" GATE V �°' Q \ \ 5\ _ _ \ \ \ \ \ PROFILE BASED ON EXCAVATED TOP OF PIPE
Q \ \ \ \ \ \ \P SI %t1�5-0� _ - - \ - PROP. '65% OF- - Inv. In 692�4� \ \ , �� \ 'rREES — T I— — 13.22 AC
\ _ 690 AT WATERLINE CROSSING.
\ \ \ \ \ \ \ \ \ \ \ \ -FIRE-HYD T 1 \�° \ " \ i Inv.-eut,681.67
\ I \ \ \ \ \ \ \ DISTU�BRN6€- - - - - STA 41 - \ i �' �� 1Z I N 804344 CASTING \WALL I I _ - - - - 8 PROVIDE PROVIDE PLASTIC REFLECTIVE
/ \ \ o �� \ - I\ _ - T \ \ �� - - _ _ 0
I �° THICKNESS 1.765" i o; I OUT -OF -SERVICE MARKERS ON ALL PORTS OF (� I S DISCLAIMER
ELECTRICAL E 1795431 0 � I „
Q 2 THE FIRE HYDRANT (4-1 /2 AND 2-1/2").
0005o5W (P05805'4 5) 3 I ^' O °j' I MARKERS ARE TO BE RED WITH WHITE
00055W (P05805B-06) I Go�Qm / 1—SBD PROP. 16"SDI WATERLINE 1-SBD LETTERING. Objects on this map shown
rTAMES WESELY TRACKER ND I v°O� i Q' ► INSTALL 21 OFF
JOB. TRACKER, HIS wr E ov � I with a dotted linestyle were
i I
I EDGE OF PAVEMENT not surveyed, they were
5714 LIBERTY RD
GCPN0122316 & / I compiled by photogrammetric
\ DB 2597, PG 477 00065W (PO5805A-05) I P�Q 00075W (P05805A-05) �c 0008SW (P05805A-05) I methods, available on the
P 73, PG 141, LO-13 00065W (P05805B-O6) I 00075W (P058058-06) 0009SW (P05805A-05)
g 0008SW(P058058-06) I Geographic Information
\ I MICHAEL D. PUSEY v, CLYDE L. MILLS I 0009SW (P05805B-O6)
MICHAEL D. PUSEY AND WIFE, 4,° JOYCEKIRKMAN System (GIs) software used
AND WIFE \ i AND WIFE SHEILA G. PUSEY l (UNMARRIED) REFER TO SHEET 01 E-03 by the City of Greensboro.
SHEILA G. PUSEY I \ MICHELLE S. MILLS / 5716 LIBERTY RD I 5718-5722 LIBERTY RD � ;� 5724 LIBERTY RD 5728 LIBERTY RD FOR EROSION CONTROL. I
GCPN 0122306 GCPN , PC 2GCPN 0122309 5 J GCPN 0122305
iii I DB 3368P57 p DB 3177, PG 207 DB 4967, PG 2161
DB 3368, PG 257
\ PB 73, PG 141, LOT 2 PB 73, PG 141, LOT I / PB 69, PG 146, LOT 2 PB 69, PG 146, LOT 1
Ill
I
I
690
C-l91
..I
650
640
I
630 z
I
U
Q
GRAVEL
PR FILE OVER
16 DI FORCE
EXISTING GRAI
PROFILE OVER
16" DI WATERLINE
EXISTING GRADE -
15" RCP
FORC
38+50 3 +00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
w �
H= —
7)w
+
x0
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GR VEL
PROFILE AT EDGE
OF PAVEMENT
EXISTING GR
DE
07 GAS
TRANSMISSION
15" RCP
LINE
RIPRA
_---_-_
GRAVEL
N
5 RCp_----
____—
- --
- - -
'T�
--
5
0
65 LF OF 30" DPE DR 17
CASING PIPE, W THICKNESS 1 765"
c
s
W
75'
W
c
mto cn
N DO
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CDffW�
I
Way
C-4
I
I ALL FORCE
MAIN PIPE SHALL
BE INSTALLED
ON A POSITIVE SLOPE OF 0.1 % OR GREATER I
I
40+00 41 +00 42+00 43+00 44+00 45+00
REVISIONS TYPE CONTRACT CONTRACTOR
ROADWAY
SEWER 2016-066
1 2� WATER 2016-066
FINAL DESIGN SIDEWALK
O
LO
+
00
Q 710
GRAVEL
IV)
15" RCP
700
-- ----- DI' FORCE �fAiN
----- ---- - 16 EPDXY UNINGI
-------- ----- -� --- --- W CERAMIC _ _ - -
-----"------- 690
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
w>_
7) w 00
ofOf+
dLO-
x p
CO Q N
46+00 47+00
AS -BUILT I AUTH. DATE I WATER AND SEWER PERMITS
I
I 680
670
I
I 660
I
650
I
I
640
I
I Z 630
J
2
F-
a
M
48+00 48+50
JOB NO. P-05805A P- 05805B
DESIGNED 10/2019 BY MAS
CONTT. SURVEY BY
CHECKED BY
SCALE: AS NOTED
40 0 40 80
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY: LJ
(SIGNATURE)
MATTHEW W. WATT
S'R�� i�-'%
SEAL -_
037518
4/1 /2022
IYEW \N 1
K-
CITY OF GREENSBORO 01 C-05
WATER RESOURCES DEPARTMENT
Phase I Liberty Road Sewer Force Main and Water Main Extension SHEET NO.
LIBERTY ROAD AT BIG ALAMANCE CREEK
PLAN AND PROFILE 9 OF 47
STA 38+50 TO STA 48+50

MICHAEL DEAN CANOY MARTHA LOU BROWN 010ONE (PO5805A-05)
\ AND WIFE, \ COBLE, TRUSTEE of I / 010ONE (PO58056-06) GENERAL NOTES:
THOMAS L. HILLIARD ` \ CYNTHIA DAWN COBLE CANOY THE MARTHA COBLE I / MICHAEL S. DIEHL, JR.
AND HIS WIFE, 4901 CANOY RD FAMILY TRUST AND WIFE
LUCILLE R. HILLIARD GCPN 0122319 4909 CADE RD KYLIE J. DIEHL
5725 LIBERTY RD GCPN 0122280 1 • SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
\D8 3445, PG 243 5805 LIBERTY RD / SPATIAL DATA CONSULTANTS, INC. AND BRADY
� I � �
GCPN 0122307 e9 77, PG 41, LOT 1 PROP. 16" GATE VALVE DB 7020, PG 1043 , / GCPN 0122634 SURVEYING COMPANY, P.A. (NOW MLA GROUP)
DB 2136, PG 448 STA 50+93, 12' LT " DB 1123, PG 0640 I DB 7816, PG 2783, TRACT 1 DURING THE WINTER OF 2015.
THOMAS L. HILLIARD \ PROP. 16 DI PB 116, PG 119, LOT 2
(BY ENTIRETY) E 117095857 FORCE MAIN , /
INSTALL 9' OFF 1 � 2. DEFLECT PIPES AS NECESSARY PER
\ ` EDGE OF PAVEMENT I , - / MANUFACTURER'S RECOMMENDATIONS TO
EDGE OF PAVEMENT � PROP. FORCE 'MAIN MAINTAIN ALIGNMENTS.
IS LIMITS OF 98 SY OPEN CUT
AIR RELEASE VALVE,, I " KEY NOTES:
DISTURBANCE � � � AND REPAIR PAVEMENT I � � PROP. 16 GATE VALVE
(COG STD. 211) ER NCDOT STD. DTL. 654.01 STA .
J-r
STA 51 +09, 12' LT I Q , N 803182 O PROVIDE 2'x2' CONCRETE PAD AROUND VALVE
N 803476 ► E 1795991 BOX.
E 1795864 � \ ' �I � wooDs 2 PROTECT GUY WIRES . AS NECESSARY
---
--_------ \\\__ _ � ---------- -----/ i i
SUPPORT POWER POLE AND ARRANGE \ RELOCATION OF GUY WIRE BY DUKE ENERGY.
- 685 / /11 I I I \III I I I I I - - - - _ �' < I CONTRACTOR IS RESPONSIBLE FOR
\\ 695 �\\\ _--- WQOD\\_` \ \\_---- \ \ �\\ ���� i / - \ \ \
\ - - - - - - - - _ �' ` ` I I COORDINATING ALL WORK AND SCHEDULING.
_ \ DUKE ENERGY
S COSTS SHALL BE PAID BY
690 \ \ \ 18"-FOP
�\ \ In-v � 699 -42- I I \ I / \ \ I - ' _ _ - - - - - / > > \ ` ALLOWANCE ITEM IN BID. CONTRACTORS COSTS
- _ _ '1-1
� _ - \ - - _ - \\ out 6�4.g4 - -� - - _/PP �H/F� I \ II ,I �H I, I \ / � — / / _ - _ _ - - - - - ��� SHALL BE INCIDENTAL.
OH/P OH/P OHIP OWP OH/F� OH- O P OH/� \H/P OH OHP_� OH/P O�I-/P� OHIP OF OH/P O\r— OH; c H/P —OH/P \ -fir 0- /P y---� OH/P \ OHIP OHI% OH/P IP OFA'� / j H/P + OH/P �::IP— 'CHI!_ —OH/P OH/P - OHIP OHIP
LO _-- -_`\\\--__` \\--- PROP. WATERLINE ��� \\\ — \ �� 1 / //� I // �,/ // / i� / �� ,�'��'--------- //, O LIMITS OF MILLING AND OVERLAY. 1.5"-THICK
AIR RELEASE VALVE \ _
— - 700 — --_\ \---__ \\\ \- - -\ _ _ \\,- �- I / // I _ \J / , / / / , - / _ — — _ _ - - /� ASPHALT OVERLAY WITH S9.5B ASPHALT. MILL
\ \ - , (COG STD. 116) _ - - / i r \ / w 695 - - - - - - - - - - - - - — - �� 1.5" OF EXISTING ASPHALT OVER ENTIRE AREA
LO
00 ----__ - STA 51+52 ---= \\_ /� // I �/ / -------- ------� +
It _ — _ _ - - -• ED-r / / l - - / / �/ _ - - - - - - - - - + _ _ __ 00 PRIOR TO OVERLAY. TRENCH ASPHALT PATCH
_ N 803433 _ _ _ �/ R PED —_%�_— _ _ _ _SHALL BE PER NCDOT DETAIL 654.01. ONE
�\ EES_—_�—� / _
-_ E t79587� _ _ IG�N� ___ _ _ _ ___ __
_ _ _ _ _ _ _ _ _ _ _ _ _Q LANE OF TRAFFIC MUST REMAIN OPEN AT ALL
FOG—FOC—FOC— _T r T T �_ _�_ _-- , - Gp[� TIMES. PROVIDE TRAFFIC CONTROL MEETING
FOC— 7VIr�R �T T-�i. T T iT �T �• -� �� �L �stJV'.r-!T �T �� --T-`� I—
= l.CC F C FOC— FOC— FOC— FOC­ FOC— FOCI FOCI FOCI FO — — --
T T
_ i�
— — — — — F — — — — — — — — — — — — — -� /\ 1 TT—r T— T ��}} T� T —� T \ T T�� T T� �— T�
T—T—T—T—T—T—T FOC—FOC—FO—FOC�'FO_ _FOC—FOC—FOC—FOC+FOC�FOC FO p��F ��T—_r IT ��T—T T \ ` \ \ .ITT `r—rT—>�T�T-=�-4� T�� NCDOT REQUIREMENTS. NO LANE CLOSURES
-T C- -= _ �r r 1 T T T T T T �'cTc-� T T T —° T� T� T FOC FOC— FOG FO C OC T FOC FOCI T— T T T �T — T T\1 T— T T T i T T T T T T � T T T T-
- _- - _----�- _ _---------- ---°- �- --__T __r—r— _r r—Truer— _T_� T� TT__T_ T��T =—T�_ TAT T _� T—_ T ALLOWED BETWEEN 7:00 TO 9:00 AM AND
EX. PROPERTY LINE — _ _j [�
- 3 LIBRT�` �VR 547\\� c 4 \ EX. I�ROPER Y LINE I I —� \ 4:00 TO 6:00 PM.
-- - - - — — — -
-K-
i 2 I 1 I ' - -� -�--� -� T-F O4 REMOVE ENTIRE EXISTING FOUNDATION, ROCK
�FC7•- FOC �FOC— FOCI- - - - - - 5''�Q[fV� - - - - - - - - - - - - - - - - - - -—/'}�/���� / �- 1T - --�+���qJ�q - - - /
— fB6—BOG—=OG— FOG— r��— FOG— FOC— FCC— FOC FOC FOC FOC— FOC— FOC FOC­ O�> FOC— FOC I FO=C— F0 - C- � FOC��- - FOGS FO FOC—<FO FOC FOC FOC FOCI FOCI FO OG j FJJC� FOC 0 F �� WALL, AND STEPS PER AGREEMENT WITH
Ym FOC FOC— FOC OG— FOj FOG�JF �FOC— FO FOC—/�OC— 7 7 7
- - - - _ _ - - - - - - _ - F°° F°G _ - - /- FIT _ - �- - - _ _ __may _ - I —� OWNER AND REGRADE. SLOPE GRADES BACK
\ \ \ \ R/ LINE TREES \ ° P - —2 S F°G — — — — — — — — I — •�
_ w W l _ _ _ _ _ _ _ _ _ _ W °° - - - _ _ _ _= - - _ I _ - - - - TO MATCH EXISTING GRADE. MINIMIZE
\ \ \ PP \ \ \ \ \ \ \ - - \ - - -- ) DISTURBANCE AS MUCH AS POSSIBLE.
\y TE '—
H/P '�-OHiN - O P IP \ OFYR OINP W OH/P OMP OH;P OH H:P OH/P OH,P P OHIP OHP\ \ OH/P - °„,� _ _ °H,P , GUYS � - _ - - - - - \ \ �110'I LL I I I / / - -- - _ 680 - - - - 1 O5 LOCATION AND DEPTH UNVERIFIED. FIELD
%%\���\ \ \ \ \ \ > 12" RCP �C \ —— — —_ 1 I I I //� /
� � \ Inv. In 701.52 GUY � _ � _ �p F° l � \ tf / � \ I I I - � i1 I� / /X \ j j LOCATE PRIOR TO TRENCHING.
LL I \ \ \ \ \
12"CPP\ \
� \ \ TIkEE \ \ \ \ \ \Inv. Out 70�.9`33 \ \
Q
PROP. 16"x6" RJ TEE
FOR FUTURE HYDRANT,
6" GATE VALVE, 1 7
AND 6" PLUG
STA T"^ 49+81
e
N 803601 00105W (P05805A-05)
E 1795791 00105W (P058059-06)
LANNA CHANDRASUWAN
5736 LIBERTY RD
GCPN 0122832
DB 7249, PG 1517
PB 68, PG 31, LOT 1
00
720 (
III
III
1:4-0111
1l7
II]
PROFI E AT
EDGE OF PAVEMENT
EXISTI G GRADE 12' RCP
---------------
_ - --- ------
E
---� -MAM-
W/CERAMIC E OXY LINING
16" DI WATERUNEI
640 Z
J
2
�� �
30 +
W
s w I
x Q
is O N I
0 I ALL FORCE MAIN PIPE SHALL BE INSTALLED
Q ON A POSITIVE SLOPE OF 0.1 % OR GREATER
48+50 9+00 50+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
EX. PROPERTY LINE - \ - \ I / - _ \ I ( I I I I I / I la TREES,- \ l i i O6 REPLACE THERMOPLASTIC EDGE LINES AND
M
LU
a °\ T - _ - - - - - \ \ \ I I I I I I I I I / \ / �% -��� 1 j �i iw MINISKIPS PER NCDOT STD. 1205.
` JPOND = 07 PROVIDE PROVIDE PLASTIC REFLECTIVE
PUE IS LIMITS OF ° OUT -OF -SERVICE MARKERS ON ALL PORTS OF
/ U THE FIRE HYDRANT (4-1/2" AND 2-1/2").
DISTURBANCE o/ / I // / \ I I I I BLo�K I (I ( I I
// // \ 1 I IN I I I I I FOUNDATION I \ Q MARKERS ARE TO BE RED WITH WHITE
GRAVEL DRIVE �— / / //� �, / I I I I 1 1 I' I I I I I I I I I I ( I/ rI I I� LETTERING.
-PROP. 16"x6" RJ TEE
6" GATE VALVE, 1 7 I
o�� PROP. DI FIRE HYDRANT I
/ WATERLINE NE STA 54+-36- 54+30 1
INSTALL 21' OFF N 803176 I
EDGE OF PAVEMENT 1-SBD E 1795994 00115W(P05805A-05)
00115W (P058059-06) REFER TO SHEET 01 E-03
ROBERTS. STOCKHAM, JR. FOR EROSION CONTROL.
/ AND WIFE
JEANNIE STOCKHAM
4818 CADE RD
GCPN 0122833
DB 3565, PG 1078, TRACTS 1 AND 2
3 M
00
w Q LO —
a CADE ROAD (ASPHALT) >
� 720
W
+ I W
PROFILE
OVER
to
16'
DI WATERLINE
.< o Q
10
EXI
TING GRADE
Vw
710
18" RCP
PROFILE OVER
16" DI FORCE
MAIN
---
__—
- ---------
- ----- -_
---- -
EXISTING GRADE
-_
-
--
---------
----------
-
— —
700--------
PROP. GRADE
--- — — _
------- �'--_-��� _____
_
690
z
FIBER OPTIC
----�-
ILL.
3
W
(V
N a
16 DICID WATERLINE_`--�- ---
QO
z
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io
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w
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670
�
ao
0
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LO
N
660
3
I
J W
J
3Z M
i�
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INSTALL 16" WATERLINE AND 16" FORCE MAIN
} 'n
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM 650
w
I =
COVER OF 4 BELOW EXISTING GRADE
C
J
o
N
o M
+►'7 J
cq't
+4
IX Of
LO� c
L0r�
I �1z
O
Qg
Q
xQ
a
LLI 640
Z
J
ALL FORCE MAIN PI E SHALL BE INSTALLED ON A
NEGATIVE SLOPE
OF 0.1 OR G
EATER Q
51 +00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 58+50
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS JOB NO. P-05805A P-05805B
ROADWAY DESIGNED 10 2019 BY MAS
SEWER 2016-066 CONTT. SURVEY BY
1 2� WATER 1 2016-066 1 1 1 1 1 CHECKED BY
FINAL DESIGN SIDEWALK I I I I I I SCALE: AS NOTED
CONTRACT SHEET
10 of 47
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
o
rah
8�
CWN
Ca ro
li�n�a�
City of Gree r
e
round
Locates I or i
e
nests
COG Watern�ees7GDOT
Traffi-
_
73-2606
COG/Guilfcom
-
73-2084
COG Water_
- -
73-5855
Tanks/TrGDOT
Storm _
�3:73-2569
NPDES
Genera Permit
Applies
DISTURBED AREA =
13.22 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
iiiia
VERTICAL SCALE IN FEET
RECORD DOCUMENTS
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY:
(SIGNATURE)
MATTHEW W. WATT
SEAL
037518
4/1 /2022
T
I EW \N.I.1P�.
K-
CITY OF GREENSBORO 01 C-06
WATER RESOURCES DEPARTMENT
Phase I Liberty Road Sewer Force Main and Water Main Extension SHEET NO.
LIBERTY ROAD
PLAN AND PROFILE 10 OF 47
STA 48+50 TO STA 58+50

010ONE (PO5805A-05) THE FAMILY TRUST OF \ " GERALDINE C.
010ONE (PO58056-06) I KAREN MAE HENRY 4" x4" RJ TEE 4 DI WATERLINE OSBORNE
MICHAEL S. DIEHL, JR. 5815 LIBERTY RD '4 1 5870 NEAR LIBERTY RD
\ GCPN 0217190
AND WIFE GCPN 0122635 01 4GATE VALVE 4" 90' RJ FITTING
KYLIE J. DIEHL I DB 7674, PG 436 \ 1 ES DB E FILE 09E1692
4910 CA DE RD I DB 4014, PG 1739 " 4" GALE VALVE O1
GCPN 0122634 O 4 FLAP VALVE
DB 7816, PG 2783, TRACT 1 \ I FEMA 1 % ANNUAL 7
FLOOD HAZARD AREA
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1
WOODS O 4" RJ VERTICAL "\ "
PROP. 16 x4 RJ TEE
BENDS STA 64+02
— — 16"x4" RJ TEE, I " N 802300 36" RSP-_ ——
" STA 63+90 1 16 GATE E 1796396 v I EDGE OF PAVEMENT -
PROP. 16� DI FORCE MAIN / 15" RCP VALVE WOODS 24" RCP \ ` 650 — IS -LIMITS-OF- -
INSTALL 9 OFF I / 1—SBD Inv. iN 655.38 STA 63+96 I - - _ Inv. out 64-2.8-5 - \
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— — — — —
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/ /;�ITSE 0F17 NT \ \ / / / I I ®` , %� STA 65+06 FORCE M IN < �— 650 / \ 16 D WATERLINES - _ N 802217 INSTALL 9,OFF - - - - - -
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LaDISTURBANCE
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1S-LIMN
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OPEN CUT AND REPAIR DISTURBANCE _
1 =
GRAVEL DRIVE (18.37 TONS) PROP. 16" DI WATERLINE ' \ \ PROP. 16" GATE VALVE 1
INSTALL 21' OFF PROP. 4" BLOW -OFF ' 3 STA 63+96 O 0013SW (P05805A-05) REFER TO SHEET 01 E-04
PROP. 16" x6" RJ TEE, 0012SW (PO5805A-05) SEE ENLARGEMENT 0101 f (05805A-0 FOR EROSION CONTROL.
EDGE OF PAVEMENT l 0101 W (P058058-06 N 802305 0013SW (P058058-06) /
" 0012SW (PO58056-06) E 1796393 RAEFORD W. COBLE /
6 GATE VALVE, 1 10 EDWARD A. RUCINSKI JENNIFER WILLIAMS WAR DB 1411, PG 508
FIRE HYDRANT AND WIFE FEMA 1 % ANNUAL EMILAWARD FRANCO " " 5870 NEAR LIBERTY RD
STA 59+12 DONNA LYNN RUCINSKI O CH RL E W HOWSON PROP. 16 x4 RJ TEE —
N 802748 5816 NEAR LIBERTY RD FLOOD HAZARD AREA VALE IE HOWSON STA 63+90 GCPN 0217190 /
GERALDINE C. OSBORNE
E 1796199 GCPN 0122848 CHRIST NE SHOFFNER N 802310 ESTATE FILE 09E1692
DB 4465, PG 1947 _A816 R 1LIBERTY RD E 1796390 /
D8 2644, PG 393 GCP 0122825
AB 75�6, PG 169 �\ FEMA FLOODWAY BOUNDARY 07
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640
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HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
GRAVEL
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
PROFILE OVE
16" DI FORCE MAIN
EXISTING GRADE
PROFILE OVE
16" DI WATER INE
EXISTING GRA E
EEK
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PROFILE AT I
EDGE OF PAVEMENT
EXISTING GRADE I
9 24" RCP
--------- ------------ -------
/ — — — L6"- DI�FORCE MAIN
_W_/CERAMIC EPO _LINING
16" DI WATERLINE
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ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1 % OR GREATER
60+00 61 +00 62+00
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63+00 64+00
REVISIONS TYPE
ROADWAY
SEWER
WATER
FINAL DESIGN SIDEWALK
WHO
H =CID
W O
+
a �
0
`r°
I
ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A POSITIVE SLOPE OF 0.1 % OR GREATER
65+00 66+00 67+00
CONTRACT 1CONTRACTOR I AS —BUILT 1AUTH. DATE I WATER AND SEWER PERMITS
2019-017
O
LO
00
(0
690
V)
680
650
640
630
620
I
I Z 610
J
2
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GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. (NOW MLA GROUP)
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.
02 DO NOT DISTURB POWER POLES.
03 PROPERTY LINE IS LIMITS OF DISTURBANCE.
04 BLOW -OFF PER COG STD. 119.
O PROVIDE VERTICAL FITTINGS AS REQUIRED TO
ACHIEVE DISCHARGE PIPE ANGLE PER COG
STD. 119. ALL PIPE, FITTINGS AND VALVES
SHALL BE RESTRAINED JOINT.
O15'x7'x6" RIPRAP PAD.
O FLOOD PLAIN INFORMATION PER FIRM PANEL
7890, MAP NUMBER 3710789000J, EFFECTIVE
DATE 6/18/2007. FLOOD ELEVATION: 648 FT.
NO ADDITIONAL FUTURE 1 % SPECIAL FLOOD
HAZARD AREA IDENTIFIED IN THIS LOCATION.
O8 UNNAMED TRIBUTARY TO BIG ALAMANCE CREEK
DOES NOT HAVE NORTH CAROLINA SURFACE
FRESHWATER CLASSIFICATION.
0100-YEAR FLOOD ELEVATION PER FIRM PANEL
7890, MAP NUMBER 3710789000J DATED
s/18/2007.
10 PROVIDE PROVIDE PLASTIC REFLECTIVE
OUT -OF -SERVICE MARKERS ON ALL PORTS OF
THE FIRE HYDRANT (4-1/2" AND 2-1/2").
MARKERS ARE TO BE RED WITH WHITE
LETTERING.
68+00 68+50
JOB NO. P-05805A P- 05805B
DESIGNED 10/2019 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CONTRACT SHEET
11 of 47
SENSITIVE INFORMATIO
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
MroN:abrift$'lial
�n�a Ill
City of: Greer
COG WaterMTelecom
73-2033
GDOT Traffi — _ 73-2606
COG/Gui1fcom — 73-2084
COG Water — — — ,73-5855
Tanks/TrGDOT Storm — 573-2569
NPDES
General Permit
Applies
DISTURBED AREA =
28.71 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
RECORD DOCUMENTS
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY: lgffcl�, u at
(SIGNATURE)
MATTHEW W. WATT
ES S�R 0/
'a- SEAL -_
037518
4/1 /2022
T NO I Na
I EW \N 1P,.
K—
CITY OF GREENSBORO 01 C-07
WATER RESOURCES DEPARTMEN
Phase I Liberty Road Sewer Force Main and Water Main Extension SHEET NO.
LIBERTY ROAD AT CADE ROAD
PLAN AND PROFILE 1 1 of 47
STA 58+50 TO STA 68+50

GERALDINE C. \ ROBERT BOUCHILLON �� JAMES FRANK OLIPHANT, JR.
OSBORNE
5870 NEAR LIBERTY RD AND WIFE, AND WIFE
02171HEATHER BOUCHILLON \ NANCY S. OLIPHANT
GCPN
DB PN 0 1 90 5835 5845 LIBERTY RD 5847 5853 LIBERTY RD
ESTATE FILE 09E1692 \ GCPN 0122673 GCPN 012265
DB 7121, PG 2942 DB 2893, PG 812
EDGE OF PAVEMENT PB 59, PG 132, TRACT NO.1 \ DB 3850, PG 690, TRACT
T NO.
IS LIMITS OF WAY)
`
\ DISTURBANCE
\ PROP. 16" DI FORCE MAIN �\
INSTALL 9' OFF
` EDGE OF PAVEMENT
/Xv / / / /// / / // / /� / /' i / /' /�/ 691
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001 / I
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V/ 1 _` T T T- T -7- T T T- T-'r'� T �T ��!J�� T T L T / / / ` �r �T T -y T-T_ T� T T T T T -y am- �T - T T T T- T J Tom— T SG� i
TAT 1 T T T-�T�T T TAT- TZT T T-TAT TAT T T�T- T T T�� T T T r TT- S TfT T T T T T-T T T T-T-'f-
iT�T�T T�T���-� T T-T�T �7T T�-T TT ITT 7�TT�T,IT T -TAT 7�T-T T r1�T�T T T T -% T T _ T IT
Y- T �-]� T %�%���T T -� T A T �� T T T -TAT T T -�- T� T � T TT L T T- -X � T T _T�T T-T�T �T-T�T T , T-T- T T�TTT r�T TILT T T-/F-T�T T T T �T ATT'r /r L �T
��y`TT� �T�fTT T�T�Gi� T Tf T� TAT-� T T-�T T Y-�-�- / -•� -T %� TL-�
i T T T - Tom- Y� T GT- T - - - - 7 1 I ( /
—� �--T— — ———--- r-- — T---- ( / / I-- / /
/ / / - / T / / TY�D/ / S - 3549 i _ I I I _ I i L� _ l
EX. PROPERTY LINE,` — —�-
FOC \ `r \ FO FOCI FO FOCT� FO� FO FO FOCI FOC� FOC� F� FOC-� F FOC- FOC-77
QC- FO F06� FC F FO O'er FOC-� FOG' FOC� FO FOCI FOC� \C-C- FQC F�DC OC FQC F�C FOC Fd'C F FOC� FOC-�`O
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1( l� �\ \ \ \ \ \ ► \ 1 I \ I I \ \ \� \ �. �\ \ \ \ \ \ \
PROP. 16"x6" RJ TEE, PROP. 16" S" DI WATERLINE PROP. 16"x6" RJ TEE, PUE IS LIMITS OF
INSTALL 21 OFF 6 GATE VALVE, DISTURBANCE
6" GATE VALVE, 1 4 � EDGE OF PAVEMENT 1 4
FIRE HYDRANT FIRE HYDRANT
STA G9T62- 70+00 \ STA 74+04
\ N 801853 N 801516
E 1796733 E 1797018
001AW (PO5805A-05) REFER TO SHEET 01 E-04
0013Stk(P058059-06) FOR EROSION CONTROL.
\ FEMA FLOODWAY BOUNDARY 3 RADB 1442
PG 508LE
5870 NEAR LIBERTY RD
GCPN 021)i;190
GERALDINE C. OSBORNE
ESTATE FILE OAE1692
\ \ I
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710 F-
0
z o PROFILE OVE
90 16" DI FORCE MAIN
} ^ EXISTING GRADE
700
PROFILE VER
X0 16" DI W TERLINE
Q N EXISTING GRADE
690
PROFILE AT
EDGE OF PAVEMENT - '!
EXISTING GRADE
680
i
670
660 "
./
2
N\NG i
650 - -
„
FAA
16" WATERLINE AND 16" FORCE MAIN
3 Z EPTH REQUIRED TO PROVIDE A MINIMUM
OF 4' BELOW EXISTING GRADE
640 16" p�
630 Z
J
U
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C.-11-117
69+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
ALL FORCE MAIN PIPE SHAL4BE INSTALLED ON A POSITIVE SLOPE OF 0.1 %�OR GREATER
MAIN PIPE SHAL4BE INSTALLED ON A POSITIVE SLOPE OF 0.1 %�OR GREATER
70+00 71 +00 72+00 73+00 74+00 75+00
REVISIONS TYPE CONTRACT CONTRACTOR
ROADWAY
SEWER 2016-066
1 2� WATER 2016-066
FINAL DESIGN SIDEWALK
76+00 77+00
AS —BUILT I AUTH. DATE I WATER AND SEWER PERMITS
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. (NOW MLA GROUP)
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.
O2 100—YEAR FLOOD ELEVATION PER FIRM PANEL
7890, MAP NUMBER 3710789000J DATED
6/18/2007.
O3 FLOOD PLAIN INFORMATION PER FIRM PANEL
7890, MAP NUMBER 3710789000J, EFFECTIVE
DATE 6/18/2007. FLOOD ELEVATION: 648 FT.
NO ADDITIONAL FUTURE 1 % SPECIAL FLOOD
HAZARD AREA IDENTIFIED IN THIS LOCATION.
O4 PROVIDE PROVIDE PLASTIC REFLECTIVE
OUT —OF —SERVICE MARKERS ON ALL PORTS OF
THE FIRE HYDRANT (4-1/2" AND 2-1/0).
MARKERS ARE TO BE RED WITH WHITE
LETTERING.
0
Ln
00
710
- (n
700
W /CE�M,C E
e
I
I 680
670
I
i 660
I
650
640
I
I z 630
J
U
Q
78+00 78+50
JOB NO. P-05805A P- 05805B
DESIGNED 10/2019 BY HDR
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CONTRACT SHEET
12 OF 47
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
=N01rith
L
lina
��
City of Gree r
e
round
i
Locatene
e
nests
COG Water
73-2033
GDOT Traffi_ -
_
73-2606
COG/Guilflecom
-
73-2084
COG Water _
- -
73-5855
Tanks/Trts
GDOT Storm
73-2569
NPDES
Genera Permit
Applies
DISTURBED AREA =
13.22 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
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY:�
(SIGNATURE)
MATTHEW W. WATT
x JLNL
037518
4/1 /2022
TyEW \N
'"##III1110t"
►1
CITY OF GREENSBORO 01 C-08
WATER RESOURCES DEPARTMENT
Phase I Liberty Road Sewer Force Main and Water Main Extension SHEET NO.
LIBERTY ROAD
PLAN AND PROFILE 12 OF 47
STA 68+50 TO STA 78+50

DANIEL A. COCKMAN ' EDWARD ACKLEY
JAMES FRANK OLIPHANT, JR. OPEN CUT AND REPAIR
AND WIFE AND WIFE, (AIK/A EDWARD JOHN ACKLEY, JR)
NANCY S. OLIPHANT \ JANIE C. COCKMAN GRAVEL DRIVE (8.61 TONS) AND SPOUSE,
5847 5853 LIBERTY RD ` 5855 LIBERTY RD 1 DONNA ACKLEY
GCPN 0122656 GCPN 0122671 1 (A/KIA DONNA LEE ACKLEY)
DB 2893, PG 812 DB 2947, PG 492 I PROP16" GATE VALVE 5865 LIBERTY RD
PB 60, PG 16, LOT I . O GCPN 0122678
DB 3850, PG 690 (RIGHT-OF-F- WAY)
PB 59, PG 132, TRACT2 STA N 800784 83+77, 12' LT DB 7544, PG 2036
\\ PROP. 16" DI FORCE MAIN 1'
INSTALL 9' OFF E 1797659
` EDGE OF PAVEMENT I OPEN CUT AND REPAIR
PROP. FORCE MAIN GRAVEL DRIVE (9.22 TONS)
EDGE OF PAVEMENT AIR RELEASE VALVE
` IS LIMITS OF I (COG STD. 211)
�\ DISTURBANCE i STA 83+87, 12' LT
� I ' REE� N 800776 I 35
/15" ,RCP / I I I I E 1797666
/Inv. In 72 .07
Inv. Out 728.98 I I PP d \ \
TRPEsry-
"I QI'
18" RCP
\ oy� \ _ / / / / Inl 725.25 \ \ / I .,�F,
_ Inv. Out 0 / 1 _I/ �O
_ _ L
1 1�_—— — — — ^ P-- Hl JH/P CHIP --O/P OP OH/P /�OH/P OH OP OH P GRAVEL1LOH,P PPOH P OH/P OH/P OHP I OH/IE P
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T— TAT/�TTIFT��`T�TZ TT�TTT T—T—T.=T—T—T—TAT—T—T TT—�- — — — -- — — T _ __ I _
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/ T----� — / RD SR 3549 / __ _ __ _ _ __ __ __ _ _ _ T = T T T -t- _
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/ / LIBERTY MBMB — �� T T T --
\EX.I PROPERTY LINE ------ — — _------— — --_ _-----_---- --
_ _ _
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PROP. 16"x6" RJ TEE, PROP. WATERLINE PUE IS LIMITS OF PROP. 16" GATE VALVE O
6" GATE VALVE, AIR RELEASE VALVE DISTURBANCE I STA 85+15
FIRE HYDRANT OQ
(COG STD. 116) 1 N 800670
STA 82+40
STA 79+49 0014SW (P05805A-05) PROP. 16" DI WATERLINE I E 1797739
N 801102 wooDs N 800881 INSTALL 21' OFF PROP. 16"x6" RJ TEE
I 0014SW (P058058-06) E 1797562
1 E 1797373 WESLEY L. HALL EDGE OF PAVEMENT I " ' 0015SW (P05805A-05)
AND WIFE 6 GATE VALVE, 1 3 0015SW (PO58056-06)
CAROLYN C. HALL I FIRE HYDRANT
5858 LIBERTY RD CAROLYN COBLE HALL, TRUSTEE
GCPN 0122676 STA 85+05 OF THE
D8 2333, PG 66 REFER TO SHEET 01 E-05 N 800677 HALL IRREVOCABLE TRUST
D8 2328, PG 207 FOR EROSION CONTROL. E 1797733 5870 LIBERTY RD
CAROLYN C. HALL GCPN 0122658
(BY ENTIRETY) DB 7897, PG 712
DB 7810, PG 74
ESTATE FILE 09E1692
O
LO
00
760
PROFILE OVER
16" DI WATERLINE
EXISTING GRADE -
750
PROFILE OVER
16" DI FORCE MAIN
EXISTING GRADE
740
730
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HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
a; a
0
CV
00 7
I ALL FORCE MAIN PIPE SHALL BE INSTALLED ON I
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GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. (NOW MLA GROUP)
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.
O2 DEPTH AND LOCATION UNVERIFIED. FIELD
LOCATE PRIOR TO TRENCHING ACTIVITIES.
O3 PROVIDE PROVIDE PLASTIC REFLECTIVE
OUT -OF -SERVICE MARKERS ON ALL PORTS OF
THE FIRE HYDRANT (4-1/2" AND 2-1/2").
MARKERS ARE TO BE RED WITH WHITE
LETTERING.
Lf7
00
00
760
IU)
750
PROFILE AT EDGE
OF PAVEMENT
EXISTING GRADE
740
GRAVEL
18" RCP
730
_\ --- `---------- ---------------------------------�__ _ _-_---
_ --- 16"DI FORCE MAIN
_ — W/CERAMIC EPDXY LINING
i ----- - - - - - - - - - - - - - - - - - - i
z
J �
N O2 FIBER OPTIC N
I
FIBER OPTIC)
O
1M
00
+
(O
00
N
INSTALL 16" WATERLINE AND
16" FORCE MAIN AT A DEPTH
REQUIRED TO PROVIDE A
MINIMUM COVER OF 4' BELOW
EXISTING GRADE
ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1 % OR GREATER
83+00 84+00 85+00 86+00 87+00
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER
WATER 2019-017
FINAL DESIGN SIDEWALK
16" DI WATERLINE
i 710
I
700
I
I
690
I
I Z 680
J
U
Q
88+00 88+50
JOB NO. P-05805A P- 05805B
DESIGNED 10/2019 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY:
(SIGNATURE)
MATTHEW W. WATT
CONTRACT SHEET
13 of 47
SENSITIVE INFORMATIO
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
Wr111114brilliq,$'oli�n1-
City of Greer
COG Water es7ts
73-2033
GDOT Traffi Si73-2606
COG/Gui1f rd— 73-2084
COG Water up— ,73-5855
Tanks/Tre tm
GDOT Storm 573-2569
NPDES
General Permit
Applies
DISTURBED AREA =
28.71 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
ES CAR
SEAL _
037518
4/1 /2022
T NC I NEB
K-
CITY OF GREENSBORO
WATER RESOURCES DEPARTMEN
Phase I Liberty Road Sewer Force Main and Water Main Extension
LIBERTY ROAD
PLAN AND PROFILE
STA 78+50 TO STA 88+50
01 C- 09
SHEET NO.
13OF47

RONNI B. WHITESELL I I BRIAN KEITH NEWMAN I ANNIE BROOKS WILLIAMS MARLIN H HARGETT JR.
4901 CIRCLE T TRAIL I , WILLIAM W. BOONE I I I GENERAL NOTES:
1 GCPN 0122694 AND WIFE, AND WIFE, 5886 LIBERTY RD I AND WIFE,
CHRIAND I E, AUDREY BARERFOOT NEWMAN GCPN 0122691 BARBARA B HARGETT
I 9 3861, PG 377 I , 5882 LIBERTY 2 I DB , PC, PG 1557 I 5907 LIBERTY RD 1 . SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
PB 90, PG 78 ,LOT 2 I 5878 LIBERTY RD I GCPN 0122692 I PB 77, PG 75, LOT 19 GCPN 0122672 SPATIAL DATA CONSULTANTS, INC. AND BRADY
l GCPN 0122693 SURVEYING COMPANY, P.A. (NOW MLA GROUP)
DB 4448, PG I 7, , I
PB 77, PG 75, LOT
PB PG 75LOT 18 PB 60, PG 16, LOT 3 I DB 7358, PG 2122
DURING THE WINTER OF 2015.
I ,
I � I
2. DEFLECT PIPES AS NECESSARY PER
r- I I I I MANUFACTURER'S RECOMMENDATIONS TO PROP. 16" DI FORCE MAIN MAINTAIN ALIGNMENTS.
' I EDGE OF PAVEMENT INSTALL 9' OFF i I
W � � �
24" RCP i-'� L/1 IS LIMITS OF DISTURBANCE EDGE OF PAVEMENT KEY NOTES: I I I
I Inv.
Out 720.720.08 Inv. OPROVIDE 2'x2' CONCRETE PAD AROUND VALVE
I I I BOX.
\3I I\ — 1 �� kSCAPI�G
PROTECT GUY WIRE AND POWER POLE. AS
NECESSARY, SUPPORT POWER POLE AND
I I -w ARRANGE RELOCATION OF GUY WIRE BY DUKE
�� K� I II, I I I _ 1 1 � � I�fREES i a /I I I I \ [if, LqI , , \ 1 0 15" RCP \ I ENERGY. CONTRACTOR IS RESPONSIBLE FOR
24" RCP \� \I I \ 15 RCP I o I , � , - , , I \ I Inv. In 723\19\COORDINATING ALL WORK AND SCHEDULING.
Inv. In 719.23 \ Inv. In 720.61 / I v- ut 722. 2 \ I I I DUKE ENERGY'S COSTS SHALL BE PAID BY
�\ \ I I I I I I I I ,_ I w I _/ Cr/ -I" ct, / I I`
Inv.,Out 715.22 II , InY out 720.58 > I I _ / I \ I I I ALLOWANCE ITEM IN BID. CONTRACTORS COSTS
O / ( c� / r I I I I I I I \, GUY I I 12 'RAP 2�� \ o I 5 I I o// 1 I I I I / I SHALL BE INCIDENTAL.
\OF \ \\ II I I SIGN ` / I II I I IInv. In / \11uv. Out 72'M.53 \I w 12 I 1 I Icy / O L/�NDSCI4PINGII
\ I PP 1 111 -C I ' i ,\ — I I II I I cE
3 EXISTING STORM PIPE IS BURIED.
I I I Q I
co Ly , CONTRACTOR IS RESPONSIBLE FOR FIELD
/P q1/P—qI/P OH OH/P OHIF OH/P OH/P OH/P OH/P SIGN �I P `N,YP, OH/P OH/P OHIF�p I GU 7 I I I I I I I �xl--x_ I
11 1 1
00 /�x / ' I I R W LINF!/ // / %— \\ R W LINE 2MKR p'�— °H/P aH�a�_ — — —
�1_ _ _ _ _ _ _ _ I_ I - . °" «�� - / �P RIP R I I I LOCATING AND VERIFYING SIZE AND DEPTH
x/ I - AP� I I I PRIOR TO CONSTRUCTION. ADJUST DEPTH OF
Q __ PIPE/ -- -- -- / L -- TT- �M�l�yTr• , �_ �� 7—T—� T T� - -- -�3 _ _-- OHP C„„ I 1 / I
I— T—T �T—'[�T T—TTT—TT—cTT TL _ T—T—T ��`J T�T T T T—��-7 T���T—T—T J — ` — _
F� T"—T—'T—T T T—TT—T— —P3 T-7-7 T—T 7—T—T—T 1—T T TT / M MK / I / I I I I
(/) — — —RIP RAC - - _ FORCE MAIN AS NECESSARY TO MAINTAIN A
L_ T T T i�L T T T—T—T—T—T—T—T—T—T—� T Or L TT T_7 —T T �� �� T T T _
T—TT——T—T—TT—T—T—T—TT T T—T—T —T T—T—T—T ---T '�L=1=�T�
�� L—=�tr _ __-'�= `T—r—T—T—r—- -t - - — 'SEPARATION BETWEEN TOP OF
T_-1 — T—T-- 2MB
_ MINIMUM
_��►r �t—+T ­B ICK MB ( I I I l I / vE� FORCE MAIN AND BOTTOM OF STORM PIPE.
—_— -- -- -- -- -- --
_ EX. PROPERTY LINE LIBERTY _ SR 3 549 - - - - - - - - �� a �� \ �� ��ED ��.r �_� T_� ( RAW / I \
LANE \ O4 LOCATION AND DEPTH UNVERIFIED. FIELD
------- - -_ _ _ _--------=_ - __ _ _ — -_- roc— -- - __ _ � � -''� 1 PIPE \ L� T__ \ \�I` %` � � �l2� RCP LOCATE PRIOR TO TRENCHING.
_ VW— FOC = _i0C= roC�—FOC=roc—roc—Foci Foci FoC— _ — \ — -r \ �- _ r_ \ KR \ \/� / Inv. �28.07 \
rsroo —roc—ram—roc roc— — roc —roc— �; Imo• —roc —roc —roc foe ram=ram— _ _— — — = _ _ _ — — — __ FOCI FOC�FOC FFkAoc��p���\ \ 1 _ \ �- \ \ �/\ \ One End. Buried
89++ _ rg Y—� -- —*_ _ _ = 2_ — — _ — — — / — „ , ` 00 _ I ��FOC�r�—�roc� — — - _ _� T � \ p� _ ��( \ PIED-- O O5 PROVIDE PROVIDE PLASTIC REFLECTIVE
r - - I I I Cyy , _ - - , W W _ - - _ - - ��� \ �� T�i`/ OUT -OF -SERVICE MARKERS ON ALL PORTS OF
\ - \ - , �T_ ��� �� _ ,T T , �- •�� _ b THE FIRE HYDRANT (4-1 /2" AND 2-1 /2").
BRUSH MARKERS ARE TO BE RED WITH WHITE
1--l'PAN17 \ _ - - \ WETL o � 1 - �� �_ _� ��� / LETTERING.
/ I of I PP I / / / J/ // / / Y=800/83.3/74 \ \� - — / \ BRIE S- W-_ 1�1 W/ B_ +0'ob_ 2
Z=723.328
Ld
/ / / PROP. 16 x6 RJ TEE I / / ��' / G Y W °"'° \�
Q I I I I / / PP�l/1E IS 61#11Ts A� \ FOR FUTURE HYDRANT, I / / / / // / // ,� / / �` W +00 %A
'/6STYR&.^ CE / ,. 6 GATE VALVE,
15" RCP / I 1 I ► / / / \ AND 6 PLUG
Inv. In 722.71 Out 722.4o I II I I ( PROP. 16"x6" RJ TEE, \ \ � STA 94+41
Inv. o2.
6" GATE VALVE, 1 5 961
E N 77 999961
FIRE HYDRANT
STA CCTC 89+90 PROP. 16» DI WATERLINE / // PROP. WATERLINE
INSTALL 21' OFF AIR RELEASE VALVE
N 800296 /
E 80029 5 EDGE OF PAVEMENT (COG STD. 116)
STA 97+72
OPEN CUT AND REPAIR 00155W (P05805A-05) N 799668
GRAVEL DRIVE (5.12 TONS) 00155W (P05805B-06) PROP. 16" DI E 1798489 V
R
REFER TO SHEET 01 E-05 CAOLYN COBLE HALL rRusrEE PROP FORCE MAIN �
FOR EROSION CONTROL.
OI
'0
000 l
00
760 Q
(~ PROFILE AT EDGE
OF ENT
EXISTING
IING GRADE
750
740
GRAVEL
730
I 15" RCP
----------
16 DI FORE MAIN _------------------ _____________720 _
W/CERAMIC E XY LINING _ ----------
— — — — — — — —
710
700
R
680 Z
J
U
16" DI
I
I
88+50 89
ALL
A
+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
MAIN PIPE SHALL BE INSTALLED ON
VE SLOPE OF 0.1 % OR GREATER
90+00
91 +00
z_
N
FORCE MAIN
OF THE
HALL IRREVOCABLE TRUST INSTALL 30' OFF AIR RELEASE VALVE
5870 LIBERTY RD EDGE OF PAVEMENT (COG STD. 211)
GCPN 0122658 STA 98+34, 21' LT
DB 7897, PG 712 N 799621
DB 7810, PG 74 E 1798533
ESTATE FILE 09E1692
IO
I+
100
Q 760
I
750
740
I
PROFILE OVER
16" DI FORCE MAIN
EXISTING GRADE — — —
730
------------------
0 NNP:
--------- -- ---- _ — — — — — —
--------— — — — — — — —
---------------------- ------------------------- --- _---- - ��-; _ _ _ _ _ _ - - - - -16» DI FORCE MAIN
- ----------------------------------- ---
----- —
92+00
PROFILE CIVER
16' DI WA ERLINE
EXISTING GRADE
z TELEPHONEO4
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J I
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INSTALL 16" WATERLINE AND 16" FORCE MAIN o + M
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AT A DEPTH REQUIRED TO PROVIDE A MINIMUM w N M
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COVER OF 4' BELOW EXISTING GRADE o
o
a
a1011 L;
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- -
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ALL FORCE MAIN PIPE SHALL BE INSTALLED
ON
A NEGATIVE SLOPE OF 0.1 % OR GREATER
' ALL FORCE MAI PIPE SHALL B INSTALLED ON A POSITIVE SL PE OF 0.1 % OR GREATER
93+00 94+00 95+00 96+00 97+00
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER 2016-066
1 2� WATER 1 2016-066
FINAL DESIGN SIDEWALK
720
710
700
z 680
J
U
H
98+00 98+50
JOB NO. P-05805A P- 05805B
DESIGNED 10/2019 BY MAS
CONTT. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CONTRACT SHEET
14 OF 47
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
Nortaroli�npa�
r
City of Gree r
e
round
Locates I or i
e
uests
COG Water eso s e
73-2033
GDOT Traffi Si a _ —
_
73-2606
COG/Guilf rd Co. Telecom
—
73-2084
COG Water upply - — — _
— —
,73-5855
Tanks/Tre tment Plants
GDOT Storm ter _ _ _
73-2569
NPDES
Genera Permit
Applies
DISTURBED AREA =
13.22 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
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY:
(SIGNATURE)
MATTHEW W. WATT
CAROB'
SEAL '
037518
4/1 /2022
.. .I NEB
y'EW \t4 �1
K—
CITY OF GREENSBORO 01 C-10
WATER RESOURCES DEPARTMENT
Phase I Liberty Road Sewer Force Main and Water Main Extension SHEET NO.
LIBERTY ROAD AT CIRCLE T TRAIL
PLAN AND PROFILE 14 OF 47
STA 88+50 TO STA 98+50

JEFFREY A. MCDANIEL DAVID R. OWENS
MARLIN H HARGETT AND WIFE, I PROP. 16" DI FORCE MAIN AND WIFE,
JR. AND WIFE, LORI J. MCDANIEL I ' PATRICIA L. OWENS
BARBARA 8 HARGETT 5915 LIBERTY RD INSTALL 9 OFF
EDGE OF PAVEMENT 5307 DO
NA
LIBERTY RD GCPN 0122662 I EDGE OF PAVEMENT IS
GCPN 0122 RD
22665
GCPN 0122672 \ DB 7257, PG 2193 I LIMITS OF DISTURBANCE DB 3197, PG 226
DB 7358, PG 2122 ` P8 60, PG 16, LOT 4 I PB 60, PG 16, LOT 5
PB 60, PG 16, LOT 3 I
1-SBD
112,. IMP
jynv.lInu 24.1.28/
i TREES/ �>LD
ITREKS REES I �o„ WP'/ / / /
i / I I % l l / / a WETLAND I / Inv JI lI� .�0 / / I y5 / O
h / / / / / W-A-181-1 I / Inv. y( ,Y1.?,o 20 15 FRCP / / / / / / ,/ / LO
O Goy / / I I I / / I / / I / � // / ,I rf. I n 722. 3k1 _ / / / / / / / / /' / / /' +
35 — - _ , , I / / / I I a /// � / / Inv. out�2o.s2 / / / / / ��° / / / / / / 00
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V� C _ S TT—T TT TL—�TT—{TTT TT TTTT T TT T�T�T T—�TTTT•7 T�T—T� TT—T—T T T TAT
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T—T—TT —T—T——T—TT—T—T—T �— — —--------- — —
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4 LIBERTY RD SR3549 __ /��_� � __ __ _ __ __� --
e� ~SEX PROPERTY LIN>F _ \__J__ -
/ — — — — — — — — — — — — — — — — — — — �— — — — �— — — — — — — r• T—� — — — FI—FOC�-FOC�pC � FOCF FOCFOC—FOCFOC—
— I�Og�-TFggT�OC—F0C—F0C>—=FOC—FOC_—FOy�FOC FOC—Fy�`FOC FOC—FOC FOC'FOC—�TOC T'O�—F TF� T 0� —F�� ) \
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_
V�
/ /��p —�/� I� pp FM _ �f / / +00 / 106+00 W PP W
OH/P OH� + OH/P OH/P OH/P OH/P + V OH/P 0H/P __TOT T IP / `9�� /P �IP rOH/�jOM%P /P W OH ��F%f�-—7'—OH/P OHIP /P OH/P / pN/P � H/P 07P OF//P OH/P OH OH/P OH/P OH/P y OH/P OH/P 1
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W / IW GUY W �r /� / / I W / I Il / l W / / �I �\ L ASPHALT
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SIGN, — — — — � ---
wl /// /// I /wWB1s1��� /�/ I I // / // / //l /ITV/ ///^ / / i-�'/ a I a \\ \� / IZ
ZI / / / a _ I I o / / / / / /// �,
/ / � / �.- — _�, I �REES / //// l l l �� / / / /h ��^J/IQII / / / / � i'// I \ \ \� / J
U ' / / / ---- 720 � PROP. 16"x6" RJ TEE, ���/�/��/;/
Q / _ 6 GATE VALVE, 1 5 / �� ! / INTERMI TT ENT \ / / /� // / " " I \ �\PIP
FIRE HYDRANT �� `� STREAM / / / / / / / / / / /�'I // / /' / // FORFUTUREHYDRANT,
STA 101 +50 / / \
- \ � � �! S-B-181-1 � / � / � / // // i/ / / /' � - J ll V � / / // / / 6" GATE VALVE,
4"x4" RJ TEE N 799324 I I
AND 6" PLUG 1
E 1798645 O STA 106+06
O1 16" GATE VALVE, " PROP. 16"x4" RJ TEE PUE IS LIMITS OF N 798910
STA 103+03 4 RJ VERTICAL BENDS/ STA 102+99 E 1798835 I
" N 799188 DISTURBANCE "
4" 90' RJ FITTING 4 FLAPO2 PROP. 16 DI WATERLINE
VALVE E 1798706 INSTALL 30' OFF \
PROP. 16"x4" RJ TEE 00I6SW (P05805A-O6 EDGE OF PAVEMENT
O1 4" GATE VALVE 15'x7'x6" RIP RAP PAD " STA 103+07 0016SW (P058058-05) OPEN CUT AND REPAIR
16"x4" RJ TEE,
STA 102+99
O
LO
+
0)
760 Q
VI
750
I
740
730
00155W (PO5805A-05)
0015SW (PO58058-06)
CAROLYN COBLE HALL, TRUSTEE
OF THE
HALL IRREVOCABLE TRUST
5870 LIBERTY RD
GCPN 0122658
DB 7897, PG 712
DB 7810, PG 74
ESTATE FILE 09E1692
4" GATE VALVE Ol
16"x4" RJ TEE,
' STA 103+07
4" DI WATERLINE
16" DI WATERLINE
i
16" DI FORCE-Wik:!— -- --__
W CERAMIC EPDXY LINING - ------_
PROP. 16 GATE VALVE
STA 103+03 0
N 799185 1
E 1798708
PROFILE AT EDGE
OF PAVEMENT
EXISTING GRADE
— PROFILE OVER
16" DI WATERLINE
EXISTING GRADE
16" DI ---- — _ -----------
16' ---- -------------
720 I - _ _ _ - _-- _\\\-------
710
I
700
I
I
690
I
680 Z I
U
Q
98+50 99+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
W
M d
+-
o�
�z
<w
N m
ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1 % OR GREATER
100+00 101+00 102+00
wl
H 0)
103+00
REVISIONS
FINAL DESIGN
N 799181
E 1798710
REBECCA V. BURTON;
DONNA V. ALLEN; AND
LINDA V JESSUP AND HUSBAND,
JOSEPH R. JESSUP
AS TENANTS 8Y THE ENTIRETY
5916 LIBERTY RD
GCPN 0122675
DB 7818, PG 793
DB 7818, PG 790
DB 7818, PG 787
REBECCA V. BURTON;
DONNA V. ALLEN; AND
JOSEPH R. JESSUP
ESTATE FILE 16E2150
GRAVEL
OPEN CUT AND REPAIR
GRAVEL DRIVE (9.12 TONS)
REFER TO SHEET 01 E-06
FOR EROSION CONTROL.
PROFILE OVER
16" DI FORCE 15" RCP
MAIN EXISTING
GRADE i
------- /
_ W
1*
I oIr
z
�z
N W
104+00
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
W =
~ w o
two
x
c0 o H
GRAVEL DRIVE (44.47 TONS)
242 SY OPEN CUT
AND REPAIR PAVEMENT
PER COG STD 107A
00175W (P05805A-06
00175W (P058058-05)
AMERICAN NATIONAL BANK AND
TRUST COMPANY
5924 LIBERTY RD
GCPN 0122663
DB 7773, PG 1474, TRACTS 1 AND 2
ASPHALT PARKING
GRAVEL PARKING
16 DI FORCE MAIN
�V "CERAMIC EPDX`(
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A POSITIVE SLOPE OF 0.1 % OR GREATER
105+00 106+00 107+00
CONTRACT 1CONTRACTOR I AS —BUILT 1AUTH. DATE I WATER AND SEWER PERMITS
2019-017
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. (NOW MLA GROUP)
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.
(DBLOW-OFF PER COG STD. 119
O3 PROVIDE VERTICAL FITTINGS AS REQUIRED TO
ACHIEVE DISCHARGE PIPE ANGLE PER COG
STD. 119.
O PROTECT POWER POLE(S) AND GUY WIRE(S).
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. DUKE ENERGY'S COSTS
SHALL BE PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE INCIDENTAL.
O5 PROVIDE PROVIDE PLASTIC REFLECTIVE
OUT -OF -SERVICE MARKERS ON ALL PORTS OF
THE FIRE HYDRANT (4-1/2" AND 2-1/0).
MARKERS ARE TO BE RED WITH WHITE
LETTERING.
O
LO
+
O
760
H
750
740
730
720
710
700
-I Z 680
U
Q
108+00 108+50
JOB NO. P-05805A P- 05805B
DESIGNED 10/2019 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
RECORD DOCUMENTS
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY:
(SIGNATURE)
MATTHEW W. WATT
CONTRACT SHEET
15 OF 47
SENSITIVE INFORMATIO
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
M0Norl�n�a
City ofGreer
COG Water eso s e 73-2033
GDOT Traffi Si a _ - - 73-2606
COG/Gui1f rd Co. Telecom - 73-2084
COG Water upply _ - - - - - ,73-5855
Tanks/Tre tment Plants
GDOT Storm ter _ - - - 573-2569
NPDES
General Permit
Applies
DISTURBED AREA =
28.71 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
ES S�R O�
SEAL -
037518
4/1 /2022
T
NEW \N 1P�.
K-
CITY OF GREENSBORO
WATER RESOURCES DEPARTMEN
Phase I Liberty Road Sewer Force Main and Water Main Extension
LIBERTY ROAD
PLAN AND PROFILE
STA 98+50 TO STA 108+50
01 C-11
SHEET NO.
15OF47

/ DAVID R. OWENS /
AND WIFE, / /
JAMES REESE
AND WIFE,
'
/ SHELIA KAY BOBBINS /
6009 LIBERTY RD
WILLIAM F. GORDON, JR.
AND WIFE,
PATRICIA L. OWENS
DEBBIE REESE
/ GCPN 0122689
CHERYL M.N
'
5308 DONA RD
5307 DONA RD
' /
GCPN 0122688
/ DB 4579, PG 822
/
60113 LIBERTY RD
GCPN 0122665 /
DB 3197, PG 226 / /
DB 7828, PG 822
/ P8 72, PG 63, LOT 14
GCPN 0122690
DB 4318, PG 561
PB 60, PG 16, LOT 5
PB 72, PG 63, LOT 2
/
PB 72, PG 63, LOT 13
PROP. 16" DI FORCE MAIN
INSTALL 9' OFF
EDGE OF PAVEMENT /
' EDGE OF PAVEMENT IS /
LIMITS OF DISTURBANCE
OPEN CUT AND OEPAIRI 1� / `\ \ I I ki l I I/ /
GRAVEL DRIVE (7'26 TdNS) \
�� - I o GRAVEL DRIVE
��� / //rye , WOODS\-\ ��=-7 5 — \ �\ 15'`RCPi----
1 / / - / - Inv. In 744.77
Q / / / O/ / - -i 18" RCP I \ \ I�� Out 744.37 > I x
Y / / PP GUY - / Inv. In 739.9 i(APPROX) 1 / I /
IIO T PP / �tlH� �-oH OH/P \ / Inv. Out 739 (APPROX) , 15" RCP I o I '/ —I I RIP RAP
RIP RAP TREES
+ B �/ PED PED / Inv. In 7 45. I \I I I - -
` Inv. Out 745.36
O `�j // / \ - - - - - - RAW LINE / - - - - / I PP i 10� CPP /
/ / ` ` i
s� / ' - / / l MKR IF
K Rl t 8 M B / i I r�ENEVA HOPE C T 7 P 7 — T�T7= TT T T— TT— TT— TT— T7 T7— T —T TT:— T TT T T T T TT TT TL=�'T� � ,
�. �� _
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TT�TT—TT T-7�TT_ =-77—T—T—T—TT T—'T�—'LT T T � t �FOC7? T7? T1 TT T�TT—T T— 60056007 LIBERTY R25
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7—T 7��// \ —---------------- - - - - - — ----- -- --- — --
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mac\
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-- -- -- -- -- - �- -- _
EX. PROPERTY LINE i
- — - - - = - - - - - = 7 --
- — — _ — — — — — — -- / —r �FOC—FOC—FOC—FOC FOC FOC—FOC—fOC—T ���Tr�T FOC—FOC—FOC—FOC FOC= FOC FOC—FOC—FOC F� — 1-—FOC—FOC—FOC_EgC _
FOC F Me � FOC FOC— F� FOC y FM _ � F�wT FOC FOC
FQG FOG + I / -p _ — SIGN GUY + 0 I MKR 1 + - _ - + I - ��100
IFM
W W W W W W
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-- \ I >I II IIw 1 I GUYI SIGN,-6
ASPHALT �A"G 2 :
I I / 2
----- / 0' ; ; ASPHALT PARKING
------
el \I I W F- o PROP. 16"'bl WATERW � ;
Q
ZI \ I
0- I NEDGE OF PAVEMENT Q_LIJ INSTALL 21' OFF : I II J 1-SBD Q
in
LELA T
FLAG
POLEI
oCONCRETE
w -----
. N \\
WELLS I I ` I I I / AIR RELEASE VALVE
\ �225 I l i I , (COG STD. 211)
/ PROP. 16"x6" RJ TEE,
6" GATE VALVE, 1 5
00I / FIRE HYDRANT
1 I STA 110+06
N 798549
E 1799006
\ 00 7SW (P05805A-06 I /
0 175W (PO5805B-05) I
�MERI AN NATIONAL BANK AND
TRUST COMPANY
5.924LIBERTY RD OPEN CUT AND REPAIR
GCPN iJ12266- GRAVEL DRIVE (21.53 TONS)
DB 7773, PG 1474, TRACTS 1 AND 2
O
LO
+
O
780
I)
I
770
760
I
vice
M,Is
Ill
VA1C
ASPHALT PARKING GRAWEL
PUE IS LIMITS
DISTURBANCE
0018SW (PO5805A-05)
0018SW (PO58056-06)
WILLIAM ROBISON
6002 LIBERTY RD
GCPN 0122669
DB 7419, PG 903, TRACT ONE
GRAVEL
STA 1 1 3T86r'— 12' LT
N 798207 113+67
E 1799175
I
33 SY OPEN CUT I
AND REPAIR PAVEMENT I
PER COG STD 107A ---1
REFER TO SHEET 01 E-06
FOR EROSION CONTROL.
PROFILE AT DGE
OF PAVEMENT
EXISTING GRADE -
PROFILE OVER
16" DI FORCE
MAIN EXISTING
GRADE
PROFILE OVER
16" DI WATERLINE
EXISTING GRADE -
18" RCP
----- ------------ ----------- --------- --_ _� ----- --_ -_ -_ _-
--- MAIN ------ -_ - ------ -- —
16" DI FORCE �— — — _ ----- ---- — -----
W/CERAMIC EPDXY LINING--- _------------ — — — — — —
" DI TERLINE
z_
TELEPHONE 04
N TELEPHONEO4
700 Z —
J
U
Q
108+50
109+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
W p
~=o
XX+
o
co
xo
coax
ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A POSITIVE SLOPE OF 0.1 % OR GREA
110+00 111 +00 112+00
00195W (PO5805A-05)
00195W (PO5805B-O6) I
gONALD L. COX AND WIFE,I
KIMBERLY A. COX
6008 LIBERTY RD
GCPN 0122706
DB 4714, PG 1653
KIMBERLY A. COX
(BY ENTIRETY)
O
ASPHALT
to
M
W
J
J
aNa N
J
w
�CD
U
00205W (PO5805A-05)
00205W (PO5805B-O6)
SOUTHEAST
VOLUNTEER FIRE
DEPARTMENT, INC
6012 LIBERTY RD
GCPN 0122677
DB 2647, PG 309
DB 2558, PG 193
DB 2258, PG 194
P665,PG5
ASPHALT PARKING
O
�
MARK VOIGT AND WIFE,
SANDY VOIGT
6019 LIBERTY RD
GCPN 0122661
I DB 6125, PG 459
PB 72, PG 63, LOT 12
PROP. 16"x6" RJ TEE,
6" GATE VALVE, 1 5
FIRE HYDRANT
STA 115+77
N 798029
E 1799243
I 12 SY OPEN CUT AND
REPAIR PAVEMENT
PER COG STD 107A \ J 1
WOODS I I
t I I
_ / -� l 15" RQP - - I >
2x RAI[ WOOD FENCE / II Tv. In 741.74
I / I`. Otjt 741.33 o
YYY _ J O
I>I — �4 LO
00
Inv. In 738.79
/ Inv. Out 738.31 - - - -
-T — T,' T T — T — T — T — T — T T — T — T T
TT —Y T —TT 7T —
_ ��� —�ir—
- - - - — T
—T T—T T—T—T—�jla_ T— T— —T T—T =T"�T T—T—T
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6n
— — — — _= —
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P p O�H /(��
/P OH OH/PI �� �� �' 1 1 O+VV OH/P
__ �� B_ w + / W SIGN W
II I I I I / I /
I I ,I / 0 12" RCP
Iw 1 I y Inv. In 743.84 I I Inv. Out 741.79 ® L'GT/x ONCE IW
)111
�N�Z
jrT I cNP�N _
III I;I 111 W
1 I I I 1 SIGN d Q
I I I I I I I I \) I FLAG O/�
I I I I I POLE / CID
OPEN CUT AND REPAIR
GRAVEL DRIVE (11.55 TONS)
I
I
PROP. 16" DI WATERLINE
INSTALL 35' OFF
!
EDGE OF PAVEMENT
190
SY OPEN CUT
AND
REPAIR PAVEMENT 03
PER
COG STD 107
(FOR
HEAVY DUTY
0021SW (P05805A-05)
ASPHALT REPAIR)
00215W (P058058-06)
SOUTHEAST GUILFORD
COMMUNITY CENTER, INC.
I
6014 LIBERTY RD
GCPN 0122679
DB 3752, PG 0031
GRAVEL
12" RCP
24" RCP
-----------------
----------------------------------------
r11- FORCE MAW
EPDXY LINqNG
— — W/CERAMI
1 16" DI WATFRIINF
z
iV
3
Wo _
I- _ r-
W W + INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
co
o Q COVER OF 4' BELOW EXISTING GRADE
oa
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. (NOW MLA GROUP)
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.
02 PROTECT POWER POLE(S) AND GUY WIRE(S).
AS NECESSARY, POWER POLE(S) SHALL BE
SUPPORTED AND GUY WIRE(S) SHALL BE
RELOCATED BY DUKE ENERGY. CONTRACTOR IS
RESPONSIBLE FOR COORDINATING ALL WORK
AND SCHEDULING. DUKE ENERGY'S COSTS
SHALL BE PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE INCIDENTAL.
O CONTRACTOR SHALL COORDINATE WITH FIRE
DEPARTMENT TO MINIMIZE DISRUPTION TO
ACCESS FOR EMERGENCY VEHICLES.
04 LOCATION AND DEPTH UNVERIFIED. FIELD
LOCATE PRIOR TO TRENCHING.
O PROVIDE PROVIDE PLASTIC REFLECTIVE
OUT —OF —SERVICE MARKERS ON ALL PORTS OF
THE FIRE HYDRANT (4-1/2" AND 2-1/2").
MARKERS ARE TO BE RED WITH WHITE
LETTERING.
O
LO
+
00
780
H
V)
770
WRI
740
I
730
Wks]
VAR'
Z 700
J
ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A POSITIVE SLOPE OF 0.1 % OR GREATER =
U
ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1 % OR GREATER
113+00 114+00 115+00 116+00 117+00 118+00 118+50
REVISIONS TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS JOB NO. P-05805A P-05805B
ROADWAY DESIGNED 10 2019 BY MAS
SEWER 2016-066 CONTT. SURVEY BY
1 2� WATER 2016-066 1 1 1 1 1 CHECKED BY
FINAL DESIGN SIDEWALK SCALE: AS NOTED
RECORD DOCUMENTS
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY:
(SIGNATURE)
MATTHEW W. WATT
CONTRACT SHEET
16 of 47
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
ribMNI
ol�VfflW.�n�a
r
City of G(es,
e
round
Locateor i
e
uests
COG Water s e
73-2033
GDOT Traffia _ -
-
73-2606
COG/Guilfo. Telecom
-
73-2084
COG Water- - - -
- -
73-5855
Tanks/Trnt Plants
GDOT Stormr _ - -
73-2569
NPDES
Genera Permit
Applies
DISTURBED AREA =
13.22 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
,,,/111111,,,,I
CAR;
SEAL -
037518
4/1 /2022
'-,,�qT ^!G I NEB •'�'��.�:
K—
CITY OF GREENSBORO 01 C-12
WATER RESOURCES DEPARTMENT
Phase I Liberty Road Sewer Force Main and Water Main Extension SHEET NO.
LIBERTY ROAD AT DONA ROAD
PLAN AND PROFILE 16 OF 47
STA 108+50 TO STA 118+50

EDGE OF PAVEMENT IS JETTA COLEMAN �\
LIMITS OF DISTURBANCE 6224 MONNETT RD
GCPN 0122680 \
DB 4912, PG 1830
PB 72, PG 63, LOT 11
(AIKIA JETTA 8I665)
/ PROP. 16" DI
FORCE MAIN \ '/•�
INSTALL 9 OFF V `
EDGE OF PAVEMENT
PP GU
\ 2-SBD I \ GRAVEC D — \ ` \ �\ ®UTIL
CONRAD B. EHRHARDT
AND WIFE
TERESA G. EHRHARDT
6221 6225 MONNETT RD
GCPN 0122767
D8 2890, PG 315
P8 61, PG 134
/
/
/
/
MINISKIPS ARE /
LIMITS OF DISTURBANCE /
r EDGE OF PAVEMENT IS
/ LIMITS OF DISTURBANCE /
WOODS Rl V eAilR \\\ \ \ BOX
\rt \I \� \\ \\TE E
\� I 124 SY OPEN CUT AND �, \ I I\, _ \ \ \ TREES \ \ \ \ \ \
O �\ I /, / REPAIR PAVEMENT
LO WOO PRIVACY FENCE , /O/ DR PIPE PER COG STD 107A I ► ` \ \ \ \ ® lyflL
_ _ R/W LINE X - /�/ (BURIED) - R/ LINE GN I \ \ \ \ \ B
00 - -- -- -- - �I- -- - -- -- - - -- SIGNa
I�8I, MKR \-�--��i /�� \ ��\ \\T MKR�
T�T—T—T T T—k T T T—�—T 1 T TAT— T—T—L T T—�+—_ T— T T 7�fTJr 0(;
T — T�T — T� T T — T — T T — T — T T — T _T T T� T
T_T�L_�� �yyyy.pp — T—'cT— =T = T— FAT _T —T _',T—
�_
I— IVI r�R ®1/ T T 7-
-2 \ T \
' / FOC FOC FOC 'FOC—FOC—
T=T— T—T T T T—T , fi—T—T—T T T—T——1~T—T—T T—T—T��T—TLT� T 7 7�T 7 7 1`-�—T—
----------- ---------- --s=----�-------------, --- =-- LIBER_T_Y
-- -- - -- -- -� -- -- -- -- - -- -- --
\ EX. PROPERTY LINE \
\ 6
-- ------------------ -
�FOC—FOC FOC—FOC—Fd� C FOC—.-F _FOC—FOC'�I-OC FOC F. —�FOC�—FOC�FOC�FOC—FO FOC FOC�FOL,� Q,
_ SIG
FM _ FM s = FM _ F�II- \ FM
PP \ SIGN—
oH� - «+/� - w �,/��I X�X %—X �,/� /P-r2�+�0�—°"� /� �a�/QD�—OH,PR \ 1 3+00
_
W W W X X W PE E �°" FLoo
\ \ \ 1 \ \ \
' T — N air
RALPHFRANK GARRETT
GENERAL NOTES:
AND HIS WIFE,
MARGIEGARRETT
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
6101 6107 LIBERTY RD
SPATIAL DATA CONSULTANTS, INC. AND BRADY
GCPN
SURVEYING COMPANY, P.A. (NOW MLA GROUP)
PPG
r.7037 DB 2305,
DURING THE WINTER OF 2015.
DB 2254, PG 325
DB 2254, PG 324
DB 1157, PG 314
2. DEFLECT PIPES AS NECESSARY PER
MARGIEGARRETT
MANUFACTURER'S RECOMMENDATIONS TO
(A/KIA MARGIE 6. REYNOLDS)
MAINTAIN ALIGNMENTS.
(BY ENTIRETY)
PROP. 16"x6" RJ TEE
KEY NOTES:
FOR FUTURE HYDRANT,
6" GATE VALVE, O
O1 PROVIDE A 2'x2' CONCRETE PAD AROUND
AND 6" PLUG
VALVE BOX.
STA 125+04
\ N 797177
O PROTECT POWER POLE(S) AND GUY WIRE(S).
E 1799604 PROP. 16" DI FORCE MAIN
AS NECESSARY, POWER POLE SHALL BE
_ - - PROP. 16" GATE VALVE 10 INSTALL 12' OFF
SUPPORTED AND GUY WIRE SHALL BE
RELOCATED BY DUKE ENERGY CONTRACTOR IS
OXES
GUY
T T T� T / / PP /
T T Tom— �T T CF � F
RD
_ �
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OC—FOC—O�iC��:j� F� F —�
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W W-X—X
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\ ' ASPHALT
\ a \\\ SItG\ �AW \ARKING Inv. but 143.39 PPZI TREES
J
x mv=i CHAIM AND I / GUY ON/P
= I I I POST FENCE 12" CMP\ \ I \ �\ / �LGUY ,
U I I I I \ Inv. II7 9. 6 I
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II /
a
\
' I \
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0
I
I
00215W (PO5805A-05)
00215W (P058058-06)
SOUTHEAST GUILFORD
COMMUNITY CENTER, INC.
6014 LIBERTY RD
GCPN 0122679
DB 3752, PG 0031
O
LO
00
Ir-
790
H
�I
780
I
I
770
I
760 I
STA 122+63 (IN)
C
PROP. 16"x6" RJ TEE,
6" GATE VALVE, 1—S METAL BLDG
FIRE HYDRANT 1 8
STA 119+99 PUE IS LIMITS OF
N 797639 DISTURBANCE
E 1799402
PROP. 16" DI WATERLINE
INSTALL 35' OFF 0022SW (PO5805A-05)
EDGE OF PAVEMENT 00225W (PO58058-06)
KAK ENTERPRISES, LLC
6028 LIBERTY RD
GCPN 0122751
DB 7876, PG 2825, TRACT NO. 1
PROFILE AT EDGE
OF PAVEMENT z
EXISTING GRADE F 3
Wco
M
Ln +
N Cq
�0 H
� N
ASPHALT PA KING
' 18' RCP
750 I _--------- _ -- - r
--- ------------ --- -
---------------------- -'---------- --� /�� — — _ _ J — —
MAIN-
16" DI FORCE--------___-
740 �CE-RAMfC-EP`��Y J1dIN =
730
720
710 zl
J
U
Q
118+50
16" DI WATERLINE
119+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
liviensill
FIBER OPTIC
FIBER OPTIC
FIBER OPTIC 5O
O
TREES �'Z/
LIMITS OF
0 \ ,' DISTURBANCE
117 SY (TOTAL) OPEN CUT
AND REPAIR PAVEMENT
PER NCDOT STD. DTL. 654.01
\ PUE IS LIMITS
DISTURBANCE
REFER TO SHEET 01E-07
FOR EROSION CONTROL.
MONNETT ROAD (ASPHALT)
12"1 CMP
PROP. 16" DI WATERLINE
INSTALL 24' OFF
EDGE OF PAVEMENT
PROFILE OVER
16" DI FORCE MAIN
EXISTING GRADE
STA LJTTJ, 12' LT EDGE OF PAVEMENT
1 RESPONSIBLE FOR COORDINATING ALL WORK
N 797142 125+28 \ AND SCHEDULING. DUKE ENERGY'S COSTS
E 1799626 \ SHALL BE PAID BY ALLOWANCE ITEM IN BID.
_ PROP. FORCE MAIN \ \ \ \ \ \ CONTRACTOR'S COSTS SHALL BE INCIDENTAL.
AIR RELEASE VALVE
755 \ \ \ \ \ \ \ \ \
(COG STD. 211) \ \ \ \ O3 LIMITS OF MILLING AND OVERLAY. 1.5" -THICK
- ST'" ' �`, 12' LT \ \ \ \ \ \ \ \ \ ASPHALT OVERLAY WITH S9.5B ASPHALT. MILL
A ' r w 1 v
\1.5" OF EXISTING \ ' PRIOR TO OVERLAY.SPHALT OVER TRENCH ASPHALT PATCH
RE AREA
N 797127 125+38
PATCH
- - E 1799630 \ \ \ \ \ �\ \ \ \ \ \ \ \ \ \ I SHALL BE PER NCDOT DETAIL 654.01. ONE
F� \ \ \ \ \ \ \ \ \ \ LANE OF TRAFFIC MUST REMAIN OPEN AT ALL
T T FOC\F�\- TIMES. PROVIDE TRAFFIC CONTROL MEETING
�2 SIGNS ) \ \ `so \ \ \ \ \ \ \ \ NCDOT REQUIREMENTS. NO LANE CLOSURES
UC F— - < / \ \ \ \ \ \ \ ALLOWED BETWEEN 7:00 TO 9:00 AM AND
\ \ \ \ \ \ \\ 4:00 TO 6:00 PM.
►- - - T��T �\ Fo / I I \\ \ \ \ ISO O4 � REMOVE AND RELOCATE FENCE TO BACK OF
EASEMENT. REPLACE DAMAGED SECTIONS.
W X Foy WO5 LOCATION AND DEPTH UNVERIFIED. FIELD
X �X Fli _Coe , roc �\� FOC
\ \\ LOCATE PRIOR TO TRENCHING.
REPLACE THERMOPLASTIC CENTERLINE, EDGE
N► X\ °��F��/-�F�� \ ,���� LINES AND MINISKIPS PER NCDOT STD. 1205.
O7 RELOCATE EXISTING FENCE TO BACK OF
��
\ EASEMENT.
Fa'•�FOO \
C„/p �U �� F O8 PROVIDE PROVIDE PLASTIC REFLECTIVE
�OHA X\X OUT -OF -SERVICE MARKERS ON ALL PORTS OF
PROP. WATERLINE �A_°"�� p \ `� \��\\�X MARKEIRS THE RE ARERTO BNT E4RED2WITH WHITE/2")
AIR RELEASE VALVE �,\ \ \ \ \ \ LETTERING.
(COG STD. 116)
STA 125+98 °"^\gip
N 797085
E 1799626 i
PROP. 16" GATE VALVE O1
STA 125+86 00245W (PO5805A-05)
N 797097 00245W (PO5805B-O6) �V
E 1799624 MARVIN L. REED AND WIFE,
CINDY L. REED
6305 MONNETT RD
GCPN 0122711
DB 7064, PG 72
J 3
WC*4
W
>
IIi
� F N %
0000
Q
cJ C4 Q
N
C9
T � C9
i0
10
--_
-- --- --------- - - ----- --
------------
--- ---------------- __
0
TELEPHON
FIBER OPTIC
O J
5 �
W
i0
�W
a.
Z
N m
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
_T
ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A POSITIVE SLOPE OF 0.1 % OR GREATER
121+00 122+00 123+00
REVISIONS
FINAL DESIGN
c0
N
Q
V
124+00
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
PROFILE OVER
16" DI WATERLINE
EXISTING GRADE
16" DIFORC�EM-
AIN
M WC EPDXY
LINING
O
LO
DO
N
790
780
770
760
750
LO 740
CV
H
W J W J
> >
= >� >co ��`
W3
W 730
�X+ �N 00 NQ� �M Oa iz
N —N cJ� JN N^ N�
cO W IZ �' r I r- IY
(lo—L0iV QCv� V'v� � W W
720
ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1 % OR GREATER
125+00 126+00 127+00
CONTRACT ICONTRACTORI AS —BUILT I AUTH. DATE I WATER AND SEWER PERMITS
2016-066
2016-066'
I
IZ 710
J
U
a
128+00 128+50
JOB NO. P-05805A P- 05805B
DESIGNED 10/2019 BY MAS
CONTT. SURVEY BY
CHECKED BY
SCALE: AS NOTED
CONTRACT SHEET
17 of 47
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
N o
rah
8�
Caroli�n�a�
City of Gree r
e
round
Locates I or i
e
uests
COG Water eso s e
73-2033
GDOT Traffi Si a _ —
—
73-2606
COG/Guilf rd Co. Telecom
—
73-2084
COG Water upply — — —
— —
,73-5855
Tanks/Tre tment Plants
GDOT Storm ter _ — —
73-2569
NPDES
Genera Permit
Applies
DISTURBED AREA =
13.22 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
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
Ill
BY: LJ
(SIGNATURE)
MATTHEW W. WATT
CAPO
SEAL
037518
4/1 /2022
K-
CITY OF GREENSBORO 01 C-13
WATER RESOURCES DEPARTMENT
Phase I Liberty Road Sewer Force Main and Water Main Extension SHEET NO.
LIBERTY ROAD AT MONNET ROAD
PLAN AND PROFILE 17 OF 47
STA 118+50 TO STA 128+50

RONALD L. WICKER
RALPH FRANK GARRETT RALPH GARRETT , AND WIFE ETHEL H. RICHARD H. DUNNUCK, JR.
AND HI5 WIFE, 6115 LIBERTY RD 1 WICKER I AND WIFE,
MARGIE GARRETT GCPN 0122735
Z 6101 6107 LIBERTY RD DB 1885, PG 73 \ 6121 LIBERTY RD 1 RUTH ANN DUNNUCK
GCPN 0122740 MARGIE GARRETT GCPN 1 I 6129 LIBERTY RD
DB 2305, PG 737 , DB 2657, PP6 G 78 GCPN 0122714
DB 2254, PG 325 (A/K/A MARGIE G. YNOLDS) I 1
BY ENTIRETY DB 3599, PG 344
DB 2254, PG 324
DB1157,PG314 Z \ I
MARGIE GARRETT I
(A/K/A MARGIE 6. REYNOLDS) I PROP. 16" DI FORCE MAIN 1,
(BY ENTIRETY) INSTALL 9' OFF \
EDGE OF PAVEMENT I
1 EDGE OF PAVEMENT IS
I' LIMITS OF DISTURBANCE 1
Qt
\ \ \ \ WooDs� \ I \ , \ \ \ \ \ �\ \ I I 1 III
TREES \ \ \ \ , w l
I
O \\ \\18" R� C-\ \ \ \\ �\ / I J I \, \ \ 1 I Q 2/4" RCP�-
Lo \ Ipv. O 733'8� \ \ \ \ \ \ _ / II > I \ I \ \ I Wiv. In 716.71 / r 1 PP o
UR I - -
I Out 738 �� \ 3
"�' < < <? �/ \ \\ 1 S - \ \ P J �� \ \ ` \ \ \ 18" CMP I I II Inv. Out 716.37 I \ -IPE1� INTERMITTENT
/ O
\ ` _ _ /�I c� I RCP \ \ \ I l/ �� l
\ — = � — — \ \ Inv. Out 724132 I \ 1
If�i In 735.5 TREbES 1 \ /� — — \ S—A-181-3 +
\ In Out 723 78 1 \ _ 1 1
—p �-r� \ Inv. Out 734 0 \ 1 TREES \ / /00
1 GIV 7 FOC—FOCiiOC FZ'O �FGC` _FOC—FOC'T HOC F FOC FOC—FOC— C—FOC—FOC FOC—F\0C 1�—FOC�—FOC—FOC FQC—FOC\ F C— TREES \ I I \ l \ \ ,6'// 1 GU
YI 1 \ \
�T—T��—T T� T i-TT�-\ �i-=T—T �� T T�—T C^ T T—T—T T-1=7— T—T �T—T—T C FOC F —FOC FOC OC— -fFOC— -
Q_{� _7—�—Tf �L—rf�—��Tf�—Tf—T 1�� 7 TAT—T--\\�T_T,-- VY� \ fr T — T T—T T -_T—T T \ �Y \ FOC—FOC—\ — FOCFOC F _F�-
----- �— \ \ T T T—T—T—T—T T—T— T� T->7—T=_T -- —
\ TT T— T— - -1 - T T-7�
---�---------��G-- -- --rL- ---- \—T—T}T—T—T T T T �\ TAT—T \ --Y T—T T T=T—%_ TAT—T
- -
-------------- z------1-- ��\ T�=—T —�T—T—T T
---�--- T—T—T—T—T—T—T
------
- - —�--- �--�---__�--- -- _LIBERTY RD � SR 549 S\ — �--- �\ ,\ �,------------- �v--w
T _ _ _ a_ _}�r—--�� _
- _ - --- _----- -�-- EX. PROPERTY LINE �- / ,
FOC j FOC—FOC—FOC / F��yPOC—FOC�FOC—FD6' FOC—FOC—FOC—F FO� FOCI-FOC—FOCI / - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ 1 _ / -I �/'�� 2 - -
7 F9C—FOC—FOC—F9C�FOC OC — rw' �OC�FOC—FOC —FOC— \ _o2MB FOC FOC—F—Foc--FOC—FOC—FQC_ _ FOC FdC—FflFOC F�CL FOC_ C— CFOC FQE— U�FOC—FOC�� _ /F��- - - - - - - - Ii / I O.5� - - - - - - - - - - —
_ Fyc rC1,�I1
_ f�� Q�� s� _frM-�!¢FOC—FOC—FOC—FOc
1� 0 — — — _ 00 \ � \ GUY \ - \ \ I J]G+IJTI — �M/ —FOG-- FOC- FOC-�FOC-- FOC C FOC
x x \ \ FM
PP \ -- ----��-- -- -- 34+OQ —Pp- �L6�2P PO----�'J o6�-
\ WO EN IRE ENCE r>'. \ aTjF arir oH/a oH/a oH/a PP \ oHiP _ ai/F \ — /R_ �niv �� —ron7� — aH/P aH oH/P — aH — =�7jF — — or�/P a+/r�
38+00
\ \ \\ \ F—�� \ BUSHES y �\ so. \ \ \ G i W \ \� / —� W
? 2 \ I I \ \ \\W \\ 2 '\TREES \ I I I \�\\ l o l \ '�--
/ I
\\ \ \\ \ \ \\ \ \\ �\ 7o \ I \i ►I o I \\ 6 -- I w---
\ \ \ \ \ \ AS \ \ \ n \ I ' 1 \ 2 a 11 1 \ 1 a JI'a
i�
ZI \ \ \ \\ \ \\ \ \ \ \ \ I { I i \\ 1 \ M \ �I� 1\ \ IV/ �O /� I i� - \��
PROP. 16"x6" RJ TEE \ \ II \ \ \ \ ` fi J W
FOR FUTURE HYDRANT \ \ 1 \ \ I I / / k / IZ
_ \ I \ \I ,
\ / i \lr - J
C) \ I I I I 6 GATE VALVE, 1 \ ,I 11✓ -\ / /
\ ,1 I \ — I — I vl , I
Q � I � � , AND 6" PLUG 0
\\ � ` — _ I /
1 / , SHED PUE IS LIMITS STA 134+78
PROP. 16"x6" RJ TEE, Q
OF DISTURBANCE N 796212 / I , /
I I E 1799726 I i :26" GATE VALVE, 1 5 OPEN CUT AND REPAIR
00245W (PO5805A-05)
00245W (P058058-06)
MARVIN L. REED AND
WIFE
CINDY L. REED
6305 MONNETT RD
GCPN 0122711
DB 7064, PG 72
OI
LO
+I
001
770
FIRE HYDRANT
STA 130+01
N 796685
E 1799675
W
I
I � I
I � I
002W (P05805�-05)
002 SW (P05805 -06)
HSBC BANK USA NAf TONAL
ASSOCIA,tON TRU5E; WELLS
FARG AssEr sEc RrrrEs
COR ORATION 21006-18
6114 LIBERTY RD
GCPN 0122712
DB 7949, PG 2480
PROFILE OVER I
16" DI FORCE MAIN
EXISTING GRADE
' PROP. 16" DI WATERLINE
INSTALL 27' OFF
EDGE OF PAVEMENT
OPEN CUT AND REPAIR
GRAVEL DRIVE (10.28 TONS)
00265W (P05805A-05)
00265W (PO58058-06)
RANDY C. DAVIDSON
(UNMARRIED)
6116 LIBERTY RD
GCPN 0122710
DB 6044, PG 275
I
'
1
' GRAVEL DRIVE (10.75 TONS)
I
\
' REFER TO SHEET 01E-07
'
1
\
FOR EROSION CONTROL.
\ 00275W (PO5805A-05)
' 00285W (PO5805A-05)
'
1 00275W (PO58058-06)
0028SW (PO58058-06)
1 EUGENE BRADY
I EUGENE BRADY
6120 LIBERTY RD
6122 6126 LIBERTY RD
GCPN 0122742
I
1 GCPN 0122755
DB 4956, PG 1139, TRACT IV
DB 4956, PG 1139, TRACT I
1
I PB 60, PG 45, LOT 1
PROFILE AT EDGE
OF PAVEMENT
I EXISTING GRADE
18" RCP
750 `
r ? GARRE FARM LANE (GRAVEL) PROFILE OVER
16" DI WATER INE
C� wATER�NE -_ - ____ i14 EXISTING GRACE
12" RCP
740
w/CEj M�CFORCE MA/N — _ _ _ _ - _ _ --'� - _ -- ___
EFOXY _ GRAVEL
FIBER OPTIC — --- --� -
730
-- _---- 18 CM
FIBER OPTIC -- - _--- -
O --�-' �_`-------------- 24" RCP
FIBER OPTIC ----__
---
720 1_ — - -
710
700
690 Z I—
JI
�I
Q
128+50
29+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
130+00
ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1 % OR GREATER
131 +00 132+00 133+00 134+00
REVISIONS TYPE
ROADWAY
SEWER
WATER
FINAL DESIGN SIDEWALK
OPEN CUT AND REPAII
GRAVEL DRIVE
(10.35 TONS)
I 0029SW (PO5805A-05)
I 0029SW (P058059-06)
SANDRA S. GLEASON
AND SPOUSE,
JEFF C-LEA50N
6128 LIBERTY RD
GCPN 0122713
D8 7114, PG 2246
PB 60, PG 45, LOT 2
GRAVEL
15" VCP
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. (NOW MLA GROUP)
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.
O2 PROTECT POWER POLE(S) AND GUY WIRE(S).
AS NECESSARY, POWER POLE(S) SHALL BE
SUPPORTED AND GUY WIRE(S) SHALL BE
RELOCATED BY DUKE ENERGY. CONTRACTOR IS
RESPONSIBLE FOR COORDINATING ALL WORK
AND SCHEDULING. DUKE ENERGY'S COSTS
SHALL BE PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE INCIDENTAL.
O RELOCATE FENCE TO LIMITS OF EASEMENT.
O LOCATION AND DEPTH UNVERIFIED. FIELD
LOCATE PRIOR TO TRENCHING ACTIVITIES.
O5 PROVIDE PROVIDE PLASTIC REFLECTIVE
OUT —OF —SERVICE MARKERS ON ALL PORTS OF
THE FIRE HYDRANT (4-1/2" AND 2-1/2").
MARKERS ARE TO BE RED WITH WHITE
LETTERING.
O6 PROTECT HOSE BIBB. REPAIR ANY DAMAGE
CAUSED DURING CONSTRUCTION.
IO
LO
0000
770
H
U)
760
750
740
VI&R
`----------------------------= 720
— — — — — — — — — — — — — — — — — — — -
------ —
16" DI FORCE MAIN
Z W/CERAM HI` -LINING
I N
UJ
LIJ
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
M COVER OF 4' BELOW EXISTING GRADE
co
i0 O
ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1 % OR GREATER
135+00 136+00 137+00
CONTRACT ICONTRACTORI AS —BUILT 1AUTH. DATE IWATER AND SEWER PERMITS
2019-017
710
700
I
Z 690
J
2
F_
Q
138+00
138+50
JOB NO.
P-05805A P— 05805B
DESIGNED
10/2019 BY MAS
CONST. SURVEY BY
CHECKED
BY
SCALE:
AS NOTED
CONTRACT SHEET
18 of 47
SENSITIVE INFORMATIO
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
North$'
C roli19��n�a
City of: Greer
COG Water es7PIants
73-2033
GDOT Traffi Si73-2606
COG/Gui1f rd- 73-2084
COG Water up- ,73-5855
Tanks/Tre tmGDOT Storm -573-2569
NPDES
General Permit
Applies
DISTURBED AREA =
28.71 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
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY:
(SIGNATURE)
MATTHEW W. WATT
ES S•/ 0/
SEAL -
037518
4/1/2022 c
K-
CITY OF GREENSBORO 01 C-14
WATER RESOURCES DEPARTMEN
Phase I Liberty Road Sewer Force Main and Water Main Extension SHEET NO.
LIBERTY ROAD AT GARRETT FARM ROAD
PLAN AND LE
STA 128+50 TO PS A 138+50 18 OF 4 7

RICHARD H. DUNNUCK, JR.
1
I
AND WIFE,
RUTH ANN DUNNUCK
I
6129 LIBERTY RD
I
GCPN 0122714
DB 3599, PG 344
I
I
I
I
I
I
I
I
\\ \
POND
I
P—A 81-2 �/
I
\
00
TREES
I
T—?—T—T—T T —T—T IT—T
-- -- -- -- -- -- -
—� -----7 2M—B------------
___rOC, FOC FOFOC FOC— FOC— FOC— FOC— FOC— FOC— FOC-
139+00� +40-i-00- - - -
W — — 1N I -
LL
I� I W
LLJ � �� I
J—� �� \� --C
I
O
LID
00
750
V)
740
I
I
OPEN CUT AND REPAIR
GRAVEL DRIVE (13.36 TONS)
I
00303W (PO5805A-05)
0030SW (P058059-06)
I ARTA MAE VARNER
6132 LIBERTY RD
GCPN 0122754
DB 7663, PG 2735
PB 60, PG 45
GRAVEL
I � 1
I
I I PROP. 16"x6" RJ TEE
FOR FUTURE HYDRANT,
6" GATE VALVE, O
4. AND 6" PLUG
'I STA 140+52
I N 795641
E 1799790
I
I
DAVID L. GREGORY
AND WIFE,
BETTY K. GREGORY
6139 LIBERTY RD
GCPN 0123698
DB 2420, PG 172
BETTY K. GREGORY
(BY ENTIRETY)
PROP. 16" DI FORCE MAIN
INSTALL 9' OFF
EDGE OF PAVEMENT
PUE IS LIMITS OF DISTURBANCE
PROP. 16" DI WATERLINE
INSTALL 27' OFF
EDGE OF PAVEMENT
PROFILE AT EDGE
OF PAVEME14T
EXISTING GRADE
GENERAL NOTES:
TAMMY DARLENE GREGORY FIELD
I AND HUSBAND, \ I CRAIG WAYNE FIELD 1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY �
6145 LIBERTY RD SPATIAL DATA CONSULTANTS, INC. AND BRADY
\ GCPN 0123712 ` SURVEYING COMPANY, P.A. (NOW MLA GROUP)
DB 3229, PG 730 \ DURING THE WINTER OF 2015.
I P8 71, PG 108, LOT 1
\ 2. DEFLECT PIPES AS NECESSARY PER
\ MANUFACTURER'S RECOMMENDATIONS TO
\ MAINTAIN ALIGNMENTS.
EDGE OF PAVEMENT IS KEY NOTES:
LIMITS OF DISTURBANCE \ \ \ 1 PROVIDE 2'X2' CONCRETE PAD AROUND VALVE
o �� O BOX.
\Q O2 RELOCATE FENCE TO BACK OF EASEMENT.
\`
z \ I 2-SBD \ I
Q 1-SBD \ �I\ \\\\ �� ` O PROTECT POWER POLE(S) AND GUY WIRE(S).
AS NECESSARY, POWER POLE(S) SHALL BE
za � - \ \ I I / LANDSCAPING �\ \\ � � SUPPORTED AND GUY WIRE(S) SHALL BE
—1 LANDSCAPING RELOCATED BY DUKE ENERGY. CONTRACTOR IS
w- _ RESPONSIBLE FOR COORDINATING ALL WORK
- - _ AND SCHEDULING. DUKE ENERGY'S COSTS
' - O SHALL BE PAID BY ALLOWANCE ITEM IN BID.
I i I Q L DSC�y 0 N 11� k - + CONTRACTOR'S COSTS SHALL BE INCIDENTAL.
10" CMP ` o ( I I 15" RCP \ \/ � �I/ /
Inv. In 713.66 / I 15" RCP ( I '0 O4 PROVIDE PROVIDE PLASTIC REFLECTIVE
I Inv. In 704.91 \ �
Inv. Out 712.85 I I Inv. 710.36 Inv. Out 704.46 \ I ` l_� /_� _ OUT —OF —SERVICE MARKERS ON ALL PORTS OF
MAR I — ONE END BURIED — — — — - — — — — �\ _ �_ - - _ _-_ _ THE FIRE HYDRANT (4-1 /2" AND 2-1 /2").
_ _ �y� _ \\ �� JQ MARKERS ARE TO BE RED WITH WHITE
OC FT—T ——FOC—FOC—�C —FOC FOC FOC—FOC—F*—FOC�FOC—FbC \
�FOC—FOC—FOC—Foc—FOC—FOC — �FOC FOC= 'FOC= FOC—FOCI LETTERING.
—T T T ^ T_—T—TAT—T T T—T—T— —S _ V)
—T T—T—T—T-3 T— —� T—T—T=L—T—T—T— vi
—T T—T— T—T T—T—T T T T T T T—T-
-- ---- -------mac--- --- ----- ---_-- �� T—T—T—T—T—T �_� T T—T--TT IT T TT T
\---------------- -------------------
31
_ ��.
FOC—FOC—FOC—FOCFOC FOC—FOC�FOC FOCI-FOC—FOC_—�_FOC—FOC��FpC_ FpC� FOC�FOC—FOC — = — — — — — — — — — — — — — —
^pRp (b L] _�—�FOC�FOC—FOCI FOC—FOCI FOC=F
fi4490_ - ` -_41�_ _48+66 —
-x GUY . W \IVITI ' W 710
ll P/D22
X=179J887.927 — \ �—
VII� Y=7952/6.748� � \ / � — �\ '( � � � 3
/ Z=7/4.794 J \ I \ — \\\\\ \ / w
a.
3 / /• POND I /-_� //�� �/� TREE. U
/ I I ► — PP
PROFILE OVER
1 " DI WATERLIN
E�ISTING GRADE
0031SW (PO5805A-05)
00315W (P058059-06)
J.D. HORNEY AND WIFE,
HELON HORNEY
6148 LIBERTY RD
GCPN 0122715
DB 1976, PG 254
RONALD E HORNEY
ESTATE SOOK 97E2050
730
PROFILE OVER
16" DI FORCE MAIN
EXISTING GRAD
-- __--- _�—�—=______ __------------------------------------------------ —
720 =--- --- ---_ _______
--- _ ----- -------------------------
16" DI WATERLINE ----
------------
---- -- ------ — - -
- - - 16" DI FORCE MAIN ----- - - - - - - ----- - - - - - - - - - — - - - - - - ------ ----- ---- _- -------- ---
710 1 ------ ----- ----__ __--
W/CERAMIC EPDXY INING
PROP. 16"x6" RJ TEE,
6" GATE VALVE, 1 4
FIRE HYDRANT
STA 145+ 10
N 795185
E 1799840
700 i
z
3�
3z
690
w=
�W�
wo
=o -
Of �
+
INSTALL 16" WATERLINE AND 16" FORCE MAIN w +
U
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
``
coX ``
COVER OF 4' BELOW EXISTING GRADE `X 0
680
coOON
CIDQN —
I
670 Z
J
2
U
Q
ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1 % OR GREATER
138+50 139+00 140+00 141+00 142+00 143+00 144+00 145+00
REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116 ROADWAY
440 S. Church St., Suite 1000 SEWER
Charlotte, NC 28202-2075
IM)l
704.338.6700
WATER 2019-017
FINAL DESIGN I SIDEWALK
REFER TO SHEET 01E-08
FOR EROSION CONTROL.
O
LO
00
750
H
V)
740
730
720
16 DI WATERLINE_______ _
" DI FORCE ----_-__
700
M
*/CERAMIC EPDXY
XY LINING
146+00 147+00
AUTH. DATE I WATER AND SEWER PERMITS
.•E
Z 670
J
2
Q
148+00 148+50
JOB NO. P-05805A P- 05805B
DESIGNED 10/2019 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY:
(SIGNATURE)
MATTHEW W. WATT
CONTRACT SHEET
19 of 47
SENSITIVE INFORMATIO
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
"Nort$'
h'
.�n�a
City of Greer
COG Water es7PIants
73-2033
GDOT Traffi Si73-2606
COG/Gui1f rd— 73-2084
COG Water up— ,73-5855
Tanksj/Tre tmGDOT Storm -573-2569
NPDES
General Permit
Applies
DISTURBED AREA =
28.71 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 DEPARTMEN
Phase I Liberty Road Sewer Force Main and Water Main Extension
LIBERTY ROAD
PLAN AND PROFILE
STA 138+50 TO STA 148+50
SS
R ��
SEAL -
037518
4/1 /2022
01 C-15
SHEET NO.
19 of 47

PROP. 16"x6" RJ TEE RICHARD K. WHITE
GENERAL NOTES:
ZFOR FUTURE HYDRANT, AND WIFE, RICHARD HAROLD CLAPP
MARY \
" GATE VALVECl6159 LIBERTY RD WHITE
AND WIFE,
6, CAROLYN SUE CLAPP 1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY SPATIAL DATA
AND 6" PLUG GCPN 0123695 REFER TO SHEET 01 E-08 6167LIBERTYRD CONSULTANTS, INC. AND BRADY SURVEYING COMPANY, P.A.
DB 4667, PG 1608
/ \ STA 149+75 PROP. 16 3 RJ TEE FOR EROSION CONTROL. GCPN 0123711
STA 151 +2(NOW MLA GROUP) DURING THE WINTER OF 2015.
\ N 794724 N 794584 D8 2530, PC 524
RICHARD HAROLD CLAPP 2, DEFLECT PIPES AS NECESSARY PER MANUFACTURER'S
EDGE OF PAVEMENT IS E 179989E 1799880 (BY ENTIRETY) RECOMMENDATIONS TO MAINTAIN ALIGNMENTS.
LIMITS OF DISTURBANCE PROP. 16,0 45' RJ FITTING EDGE OF PAVEMENT IS
\ - STA 149+93, 18' LT PROP. 16" GATE VALVE O1 LIMITS OF DISTURBANCE KEY NOTES:
OPEN CUT ND REPAIR / \ N 794708 STA 151 +27 PROP. 16"x6" RJ TEE,
GRAVEL DRIVE E 1799910 N 794580 PROP. 16" DI FORCE MAIN 6" GATE VALVE, 1 12 O1 PROVIDE 2'X2' CONCRETE PAD AROUND VALVE BOX.
(10.53 TONS) \ PROP. 16" 45' RJ FITTING E 1799881 INSTALL 9' OFF FIRE HYDRANT OO
\ STA 150+24, 12' LT EDGE OF PAVEMENT STA 154+88 O BLOW -OFF PER COG STD. 119.
N 794673 PROP. 16" 45' RJ FITTING N 794235
STA 151 +45, 12' LT E 1799947 24" RCP O PROVIDE VERTICAL FITTINGS AS REQUIRED TO ACHIEVE
\ \ \ s•�.F \ � � � E 1799883 11 / Inv. In 722.30
\ \'v�., \ _ N 794573 1 / / / '-' /i ' I / I i Inv. Out 721.40 DISCHARGE PIPE ANGLE PER COG STD. 119.
\ E 1799893 QUAKER LAKE
\We�oDS\ < - �� \ \ \��� . \�� 22.5°
°° \ \ \ ��\ \ PUE IS \� PROP. 16" 45' / // / - l I r \ \ / I SEE O
1\ � \ � - � RJ FITTING J // l \ � � � / /) � � � � � II II / / / % 4 PROPERTY OWNER TO RELOCATE SATELLITE DISH.
LIMITS OF \� \ / / / / / ` �
��\ STA 151 +77, 18 LT j i� j �p� j / �� ' �r �� �� I r� / \\ // J I\ /I I I / 5 PROTECT POWER POLE(S) AND GUY WIRE(S). AS NECESSARY,
\ 9 \\\ \ DISTURBANCE ��/i / / / / - / ° J i�\�\ ( i I / O
\ \\� N 794546 / P/i / `l/ / / J i/ \ \ l �\ `I - i / / POWER POLES SHALL BE SUPPORTED AND GUY WIRE(S)
\ / / / / �/, \ \ ( l IL ( �� �/ r SHALL BE RELOCATED BY DUKE ENERGY. CONTRACTOR IS
\ EES \
1 RESPONSIBLE FOR COORDINATING ALL WORK AND
O / - \ �c� 1 N RMITTENT \ — — —` — — — / / %� /ii� i TREES \ l 1 ) ` , \ / / / I�rl 15�� cP / SCHEDULING. DUKE ENERGY'S COSTS SHALL BE PAID BY
In /� �` �tT \ `�� �� � _ DOUBLE/ / � / I / \ ` / , > I In/7 3.y7� / ALLOWANCE ITEM IN BID. CONTRACTOR'S COSTS SHALL BE
\ // / 11\\ `� — _ _ _ — �_�— _ _ _ — _ — _—_— — _ 11 �M/ING/ iL i �� �1 OPEN Z'UT AND REPAIR f \ \ I Q I / nv..flut 722.25 / /
/ _—/`ATE \ \ \ \ %uY i / INCIDENTAL.
\�-- 1 Irrvs ut 11 _ --_ --_-- = -- = x ��� / - —GRAVEL DRIVE
-��� \�\� \ E��`�/ Y /� ,+
693. 1 J� GUY PP/ / / /
� 9 TO JrREEs 00 6 INSTALL STEEL CASING PIPE USING TRENCHLESS
- - - — — - - — - - —�_ _ - - _� - — �+� \ PP I CONSTRUCTION METHODS IN ACCORDANCE WITH CONTRACT
I �— - -�
�FOC FOC� CFOC FOE FOCFOC FOGFOC - HOC` FO FOC -FOC-FOC--FEC"=FOC��EC= pC FOC ��/ - - -��- - - - -a -
Q T T T -T T T T= TACT T-T -T= i �� w�� �/ �FOC-F�-�� f� F -FCC-FOC- �FOyr�Foc FOC Foc—F� � -�— -� -_ � '� - -� _ SPECIFICATIONS. ALL PIPE WITHIN THE CASING PIPE SHALL BE
T T - T T - T- T T T T T T L T 1- :--�- F T- T T - T T - -T - T - T T T - \ ` F� OC FOC- FOC HOC-�C `�'pC� �, = �- \
�/'►I —T TT T-T T �^ T-T-Tr T T T TAT- T T T-T-T \ / -�`r1p / ����FOC�F
V/^--- = i---- 7�--T - T TT-T- TT-T-T T 1�T=T-T T T-?-T-�T-T-TTT T��T�T T T- T T JOINT. MUST BE BY LING.
rJ-� ----- - -- SIGN ------------ --- PROP. 16" 11.25' FITTING,--- - �___ _ /� �� TTT�T=�T—TT� ��T—T� T T / T T T T TTT H PUSHRNG OFPIPE INTO CASING NIS NOT ALLOWED. UL
-- -- ------ �iF T ,
0 0� / STA 151+93 (FM) // — T �`—r----- / — -----� -- — — —— 18" FRCP / �(n
-- - - � - m 11 6 LIBERTY RD SR 354 I I / , / /,��Go
-��`�--/ I�z` 7492--� -
---- _ EX./PROPERTY LIE o o \ \ ` \ \ (\ / ,�� / / I v. out/723.s� O LOCATION AND DEPTH UNVERIFIED. FIELD LOCATE PRIOR TO
M13_ �--X _ ___ _- _- - 5 _ _ \ -� -___\ _ ___ \ 5 �� �--!
�,�/ I I TRENCHING ACTIVITIES.
FOC-FOC F- �F� -FOC FOC-FOC _ - - - - ry�p- \ F-FOC-FOCFOE-�OG�OC�FDC=�O�=}�F FOC- $FLOOD PLAIN INFORMATION PER FIRM PANEL 7799, MAP
-.l / �� �i SQ Ot�OC-FOC -FO^ FOCF C-FOCI PoC-ON/P OH/P q{/pOFi�J EAD.WALL _C A �JC Q -�0FOC F FFO -F FS FOc�F��FOC-FOC- � C 0 FO �O�FOC FOC FOC
PP GUY
— _ _ - -- - -`-`� _ - - - - -�° 0 �) °- III- = _ _ _ - - _ _ _ FM_� NUMBER 3710779900J, EFFECTIVE DATE 6/18/2007. FLOOD
o
_ _ l _ _
__ - - _ _ — - - - _ - -� ' _ � ELEVATION: 704 FT. NO ADDITIONAL FUTURE 1 % SPECIAL
\-I > I I _ \� I / ,l ��\ \\ \\ \ I 1 1 u / i _ - W _ -BRIM
- - FLOOD HAZARD AREA IDENTIFIED IN THIS LOCATION.
11 v. I1y 70 �.9Q \\ J I � W r� _ _ // \o � � \ � \ \ 1) / I / I/ I 1 W9 �o T IBRthGC � / SATEL ITE / / - L i / O9 NORTH CAROLINA SURFACE FRESHWATER CLASSIFICATION FOR
In out, 7�.21 \ / \ - \ \ o II I 1 / / _
"` \ \ a \ L _ W \ `1 o \ \ / I 5's—I 1 ` I 1 \ DISH w / \ I /� CLIMAX CREEK AT THIS LOCATION: WS IV;NSW. CLIMAX CREEK
\ \1 I �`� \ II ► _ \ / o a \ 1 I I I / / / / II R I I o \ \ \ I\ 1 , 4 / a / / / _� / TREE / IS A PART OF THE CAPE FEAR RVER BASIN.
\ 1 I � I
w / L I I /_ I I I \ /
\ \ \ I ��
ZI 1 \ \ \ \ 1 I / �`' \ w E I I .�F \ / WETLAND I I I� I I I I I / I I II ' / P 1 / ^ I \ I \ l / 100-YEAR FLOOD ELEVATION PER FIRM PANEL 7799, MAP
J I \ 1 . I I\ \ \ \ \ \ O TCC�IS LIMITS OF \ ` Iv^l 1d9 / / �C \ \ \ \ > I Iw NUMBER 3710779900J DATED 6 18 2007.
DISTURBANCE - W-B-181-5 I 1 I I ' I I I I I / \ ,{ I '�� . �n EddS I \ \ \ \ Q z / /
U PUE IS LIMITS OF \ 1 I$ c O I y I / I v.l Out 7�.0. 2 9 0�, \ \ ) o I I
DISTURBANCE 1 \ I N W / �M \ \ \\� F \ .o I I I\ I I /I I II I \ / I \ \ \ \ \ \ `\i\ \\/ \\ \\ SIDE ALK I I = 11 45 LF OF 30" STEEL CASING PIPE WALL THICKNESS 0.312".
''� I \\� \ I \\ PROP. 16" 45' RJ FITTING \ o
I TCE IS LIMITS OF I ) 1 \ - J� 111, ��1 \\\ STA 151 +76 \o / I ) ( I I I \ \ \ \ \ \ \ \ \ \ I 12 PROVIDE PROVIDE PLASTIC REFLECTIVE OUT -OF -SERVICE
/ I WOODS \�� N 794544 \ I /,� , \� \ I 1 1 I I MARKERS ON ALL PORTS OF THE FIRE HYDRANT (4-1/2"
DISTURBANCE i
E 1799910 � g , i 1-SBD
PROP. 16" 45' / 40'x15' BORE PIT
O a \ AND 2-1/2"). MARKERS ARE TO BE RED WITH WHITE
RJ FITTING I PUE IS LIMITS OF o PROP. 16" 45' RJ FITTING FEMA 10
I LETTERING.
STA 149+94 8 DISTURBANCE STA 151 +40 FLOODWAY of \ I
N 794705 I O I o N 794567 BOUINDARY \ /
E 1799892 FEMA FLOODWAY BOE 1799882 - \ / OPEN CUT AND REPAIR
/ I " „ 00325W (P05805A-05) ( OMSW-(F05805A-05) GRAVEL DRIVE 7.45 TONS
PROP. 16" 45' 00 ISW (P05805A-05) PROP. 16 x4 RJ TEE 003 SW (P058059-06) PROP. 16" DI WATERLINE ( )
�� " � m 00335W (P058058-06)
RJ FITTING 06315W (PO5805B-O6) O40 LF OF 30 STEEL N STA 151 +31 TAs N C. LEWIS AND 1 INSTALL 24 OFF ANGELA L. NAQUIN 00345W (P05805A-05)
J . HORNEY AND WIFE, CASING PIPE m WIFE 00345W (PO58056-06)
STA 150+29 � � 3 N 794576 EDGE OF PAVEMENT AND HUSBAND,
HELON HORNEY 1 WALL THICKNESS 0.31 2" v b E j 799$$ j TERESA H. LEWIS GLENN MARK NAQUIN GLENN K. HENRY
O N 794677 6148 LIBERTY RD fi 6991 GREENLAND AVE. _ AND SPOUSE,
8 E 1799870 ( GCPN 0122715 1 O'X 1 0' 1 GCPN 0122763 / 6166 LIBERTY RD
FEMA 1 %ANNUAL GCPN 0122949 MARY T. HENRY
DB 1976, PG 254 RECEIVING PIT BLOW -OFF 1 PB 6 2 316E T3 / DI 1FLOOD HAZARD AREA O 08 4710, PG 672 6168
GCPN 0122948LIBERTY RD
FEMA 1 % ANNUAL RONALD E. HORNEY PB 36, PG 44, LOT 7
FLOOD HAZARD AREA ESTATE BOOK 97E2050 1, DB 4790, PG 449, LOTS 5 & 6
O
LO
00
750
3I 3I
3
z
z
740
w
a'Lw
-
M
a
N
Obi
in
It in
LO
r
J
r
f
730
V)
m
N
N
720
710
700
Mal
Mal
670 Z
2
GRAVEL
12" R�P/CMP
__ - -- -- ----
F
0R
W/CERAMIC
EPXY
NG
J
w
ao
�w
M d
z
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z
\
w=
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00
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w
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LO
LO
z
(0
r
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(n
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(nW
� +
N_
�Cn
PROFILE AT E GE
OF PAVEMENT
EXISTING GRAD
PR FILE OVER
16" DI FORCE MAIN
EXI TING GRADE
+ PROFILE OVEII
LOLO 16" DI WATERLINE
EXISTING GRADE -
V)
CREEK ---- -_ -- �__- -- j
/-Uo
--- -- -- --- - - --- �- �-- - - - - - - -
- - - _1000 "1
w 6
0 J 45 L OF
3
3
z 1-4 30" S EL
- CASIN PIPE 3
z
z
t 0.312 WALL
X (FM) w
w
w
o+THICKNESS
to 'n 40 LF OF
+
+
+
30" STEEL
� rn CASING PIPE
S qt
�
�
LO
0.3112 WALL I x
THI KNESS (W) r-
(n
N
N
s
ALL FORCE MAI PIPE SHALL BE INSTALLED ON
A NEGATIVE iLOPE OF 0.1 % OR GREATER
148+50 1 +00 150+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
151 +00
GRAVEL
10
FIBER OPTIC
10
I+
100
LO
750
GRAVEL
I 740
18" RCP
24" RCP /
- _ 7 7730
TERtLINE
720
w I��RPM�G
N
w00
~ = 00
FIBER OPTIC �
O x o INSTALL 16" WATERLINE AND 16" FORCE MAIN
io az AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
ALL FORCE MAIN PIFIE SHALL BE INSTALLED ON A POSITIVE SLOPE QF 0.1% OR GREATER I '
152+00 153+00 154+00 155+00 156+00 157+00
REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER 2016-066
1 20 03 WATER 1 2016-066
ISSUED FOR CONSTRUCTION SIDEWALK
4" DI WATERLINE
O3 4" RJ VERTICAL
BENDS
O2 4" FLAP VALVE
15'x7'x6"
RIP RAP PAD F—
CONTRACT SHEET
20 of 47
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
W.Morin
www.nc811_nrU
City ofGreer,
Loca es Ir7C
COG Water eso s e 73-2033
GDOT Traffi Si 73-2606
COG/Guilf rd C elecom - 73-2084
COG Watt r upply - - - - - ,73-5855
Tanks
jTre tment Plants
GDOT Storm ter _ - - --3'73-2569
NPDES
Genercl Permit
Applies
DISTURBED AREA
13.22 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
mommi
HORIZONTAL SCALE IN FEET
10 0 10 20
VERTICAL SCALE IN FEET
4"x4" RJ TEE
4" 90' RJ FITTING
4" GATE O1
VALVE
O1 4" GATE VALVE
710
16" DI WATERLINE 16"x4" RJ TEE,
STA 151 +31
16"x4" RJ TEE, 16" GATE VALVE,0
STA 151 +23 STA 151 +27
700 BLOW —OFF DETAIL 1
SCALE: NTS I -
.•R
.a
z 670
J
I0
�Q
158+00 158+50
JOB NO. P-05805A P- 05805B
DESIGNED 10 2019 BY MAS
CONTT. SURVEY BY
CHECKED BY
SCALE: AS NOTED
tN CARO���'%
SEAL
037518
&EW
I1110
K—
CITY OF GREENSBORO 01 C-16
WATER RESOURCES DEPARTMENT
Phase I Liberty Road Sewer Force Main and Water Main Extension SHEET NO.
LIBERTY ROAD AT CLIMAX CREEK
PLAN AND PROFILE 20 OF 47
STA 148+50 TO STA 158+50

JUAN RAMON ARIA MONTAL80 TOMMY T. COBLE,
a— EDGE OF PAVEMENT IS ARIA S. RAMON I TRUSTEE UNDER THE
6201 LIBERTY RD TOMMY T. COBLE
LIMITS OF DISTURBANCE GCPN 0123137
� REVOCABLE TRUST
DB 1146, PG 590
AGREEMENT DATED
DECEMBER 15, 2008
PROP. 16" DI FORCE MAIN 6206 6220 LIBERTY RD
INSTALL 12' OFF ' GCPN 0123136
EDGE OF PAVEMENT I D8 6962, PG 2926
EDGE OF PAVEMENT IS
LIMITS OF DISTURBANCE
12" RCP _ PROP. 16" DI FORCE MAIN
/ / `/ / — _ _ — / TREES — Inv. In 75 15 / I ' INSTALL 8 OFF
///% �j—�/ �f �� Inv. out 751.09 _ � /�// // // � / / / � � I I l
/ EDGE OF PAVEMENT
22 SY OPEN CUT AND / // / //
12" RCP / / / I I / / I REPAIR PAVEMENT
Inv. In 7Y9.47/ / I l / // // '/ TR€Es' PER COG STD 107A ,
/ MINISKIPS ARE LIMITS
O / / / / I 4 ,Inv. oud738.�1 / / O
I I OF DISTURBANCE TREES / — — — — — _ _ — — _ _ — / �, �50 / / / // / / / ��h
+ ,/ / // / / I 18"
8 " RCP 38.91 / I o I I // -3.Z2 CY-@PEN CUT ANB- �/ �/ // / / / / / / / / / / // / / / / /
00 // / Inv/Out 737.32 ` I �I I / — �l T EE J I REPAIR —CONCRETE DRIVE +
00
�� \ i► /� — _ — _ x _ _ _ BARBED WIR_�FENCE I \ I \ Q
FOC FOC` FOC FOC— _ FOC FOC—FOC FOC FOC �F9C--+E00 OC— - _ —x x—z �c - /
\ FOC F'OC 70E ` FOCFOC �OCr 1 X X / V /
GIJ
G\ \ FOL�FOC OC—FOC— !_ _-_ x `x x—z x z_ x—x— i _ _ \ T=T— > /\ 7 �Qv \ \ \ �F�— oL�--Foc_—roc—=--Esc—Fce�FOC—rrocL hoc —Foci l / x _x x x� _ ' Lx__ \= _ I MKR
/T — T — T T T T T T-- 1� — // / / ��� �_ —FGC F�C�-HOC— FOOD FOCI- FOC FOC— FOC— F0C` FOC - - - T-
/ / FOC—F �FOCC-- \
�—T T—F� T=T TL7�F— �'_T—s� - - - - � - - — - - FOC�PoC—FOC�FOC—F
—�— --- L—� --- --�—ram— --,�� p�, �/ 1— / i T / TiT�TT>T=T—.---T— --- — -- --- — ��// /� —_=
/ -- --'xl�---�--- ��- �- - -- -- i / / i Jf-T—T—T—s7 T—TsT—T-��tr / / -
/ / / ,-----�---------7" ---� i i T T' T—F—TIT—T T—TAT— / -
---- ---- ----- ---- -- / i T / f T—T T—T
8 I� , LI RT`YD ,' \' / ,// ,/ / 3 49 // , , / , l-- ��-- ,— ---- ---�-- — --
\ MKLITIR I rkx 7
L- HNC- T=FOC�FLC�-FUC- I - � - - -I - - - - �- - -I _ _ _ / I \ 3
'FOCI-FOC-FOC� FaCr FOCI'' F0C\ FOCI \Fp� �FOC-F--F C—F \F� FOZ''FOC\ FOC-�-FOC F0-FOC�FOC \ F ,r - - - - �- - - '�- - - - - - -- - - \ - - - - - - - - - - - - - - �- - - - \ - - - �\ \ 1 \ 1 I
ppXX _� Cc FOC FOC—FOC—FOX—FOC— -- - - - —\- - - - - -
- - FOC— OC—FOC —�'w FOC = \ FOC FOC=FOC—FIX.FOCQC �FOCFOCFOC �06�FOC 1'0 -� - - - - - i- - - - _ -
_ i _ - - q/ ,.. -�� . - ^. FAT- F� \ —F�CT FOC \ FQQ—MC--_ OC—` FOCy�OC�FOC�FOC—FOC
— — 735 = — _ — �_ = FX oc / _i — — — °C — — r — — — — -- _ —'z' r — 5+_0— — WOVEN WIRE FENrCEM 1 6- + \ SL:�4
�—'� I ��Ow-ao / �. W — = 3 _ �-- — — — / x — - — — 0 FENCE
-- —
I1 ( / I _\ / / / / \/\ \✓�I I II II I I I 1Ii 68
CH4 OHS OH/x'a- TREES °NP
/i/P OH/P w 12RCP /P OHPZ / Io"� OH/P OH/P OH
X
z /
_LJLJ
/ Inv. su# 751.21 I
—12' RCP 1L
� A SCAPINGQ Inv. 0v 4
I— Inv. Out 74 03
Q FZU
1—SBD
4 ----- LANDSCAPING
\ GR A�EL �I w ICE' I l Il ems. /
1—SBD I /
PUE IS LIMITS OF I ,`7 I PROP. 16"x6" RJ TEE,
DISTURBANCE \ I �' i FIRE ATE VE,ANT1 9 '
STA 160+56 \
O PROP. 16" DI WATERLINE
E 793670
307100 \ ' I PROP. 16"x6" RJ TEE INSTALL 20' OFF
PROP. 16" DI WATERLINE ; FOR FUTURE HYDRANT, EDGE OF PAVEMENT
49 SY OPEN CUT INSTALL 24' OFF 6" GATE VALVE,
AND REPAIR PAVEMENT I I EDGE OF PAVEMENT I AND 6" PLUG 0 PUE IS LIMITS OF
PER NCDOT STD. DTL. 654.01 I I , STA 164+53 DISTURBANCE
I
N 793276
00355W (PO5805A-05) I I E 1800058
00355W (PO58059-06) I 00395W (PO5805A-05)
I 00365W (P5805A-05) 0037SW (P5805A-05)
CHARLES E. PARKER, SR. I 00365W (PO58058-06) 0037SW (PO58058-06) 00385W (PO5805A-05) 00395W (PO58058-06) REFER TO SHEET 01 E-09
AND DONALD B. FAY MITCHELL P. BLUMENTRITT, SR. 00385W (PO58059-06) 0. T. COBLE AND WIFE,
HILDA F. PARKER AND WIFE AND 8098Y W. COBLE, SR. NELL COBLE FOR EROSION CONTROL.
6172 LIBERTY RD TERE55A M. FAY TAMBERLEE L. BLUMENTRITT AND WIFE, 6206 LIBERTY RD
GCPN 0122946
B 3292, PG 978 6200 LIBERTY RD 6202 LIBERTY RD ALICE FAME M. COBLE GCPN 0123239
D
PB 33 92 LOTS 3 & 4 GCPN 0122937 GCPN 0122936 6204 LIBERTY RD DB 1088, PG 71
DB 6265, PG 3092 D8 3685, PG 1015 GCPN 0123157 BOBBY WAYNE COBLE, SR.
PB 36, PG 44, LOT 2 P8 36, PG 44, LOT 1 DB 2298, PG 308 ESTA TE FILE 07E1842
O
LO
00
LO
790
H
N
780
770
760
V&1(
740
FOR
16 C EPDXY LI
I _—
-_---- W/CERAM _ _ —
730 — _ -
- T6 DI WATERLINE
FIBER OPTIC
OFIBER OPTIC
720 O
FIBEOPTIC
5
710 Z
J
U
Q
158+50
59+00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
160+00
to
I+
I(0
790
F—
PROFILE AT EDGE 0
OF PAVEMENT
EXISTING GRADE I
PROFILE OVER 1 780
16" DI FORCE MAIN
EXISTING GRADE
ASPHALT DRIVE __---- _---
HILLS AVE (ASPHALT) PROFILE OVER GRAVEL
16" DI WATER INE rl—_
EXISTING GRA E 12" RCP — — 16 DI FORCE MLNING
-�` — — — _ — — ERp,1,A1C PDX'(
_ _a---�_`-------
2" RCP-
18" RCP
FIBER OPTIC
05 FIBER OPTIC FIBER OPTIC0
- T L LU
LU
MAINTAIN 18" VERTICAL SEPARATION BETWEEN W LO
M
WATERLINE AND FORCE MAIN � +
U-
CID
c�
ax Of
1 OW N
W p
UJI ~ _ LO
Tito
E: co
xp
Co Q N
I
I
I
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM I 730
COVER OF 4' BELOW EXISTING GRADE
I
I
770
760
750
ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A POSITIVE SLOPE OF 0.1 % OR GREATER
161+00 162+00 163+00 164+00 165+00 166+00 167+00
REVISIONS TYPE CONTRACT CONTRACTOR AS —BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER
WATER 1 2019-017
FINAL DESIGN SIDEWALK
740
GENERAL
NOTES:
CONTRACT SHEET
21 OF 47
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND BRADY
SURVEYING COMPANY, P.A. (NOW MLA GROUP)
DURING THE WINTER OF 2015.
SENSITIVE INFORMATIO
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
PROTECT POWER POLE AND GUY WIRE. 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. DUKE ENERGY'S COSTS
SHALL BE PAID BY ALLOWANCE ITEM IN BID.
CONTRACTOR'S COSTS SHALL BE INCIDENTAL.
O
REMOVE AND RELOCATE FENCE TO BACK OF
EASEMENT. REPLACE DAMAGED SECTIONS.
city of Gres r e round
Locates I o ,9 nests
O
MAINTAIN 18" OF VERTICAL SEPARATION
COG Water es s e 73-2033
BETWEEN WATERLINE AND FORCE MAIN.
GDOT Traffi Si a _-- 73-2606
OLOCATION
AND DEPTH UNVERIFIED. FIELD
COG/Guilf rd Co. Telecom — 73-2084
COG Water upply - — — — — — ,73-5855
LOCATE PRIOR TO TRENCHING ACTIVITIES.
Tanks/Tre tment Plants /,
GDOT Storm ter _ — — — �373-2569
06
REMOVE FENCE TO BACK OF EASEMENT.
j
7
REPLACE THERMOPLASTIC CENTERLINE, EDGE
N P D E S
LINES AND MINISKIPS PER NCDOT STD. 1205.
General Permit
O8
LIMITS OF MILLING AND OVERLAY. 1.5"—THICK
ASPHALT OVERLAY WITH S9.5B ASPHALT. MILL
Applies
1.5" OF EXISTING ASPHALT OVER ENTIRE AREA
PRIOR TO OVERLAY. TRENCH ASPHALT PATCH
SHALL BE PER NCDOT DETAIL 654.01. ONE
LANE OF TRAFFIC MUST REMAIN OPEN AT ALL
DISTURBED AREA =
TIMES. PROVIDE TRAFFIC CONTROL MEETING
NCDOT REQUIREMENTS. NO LANE CLOSURES
28.71 AC
ALLOWED BETWEEN 7:00 TO 9:00 AM AND
4:00 TO 6:00 PM.
Og
PROVIDE PROVIDE PLASTIC REFLECTIVE
OUT —OF —SERVICE MARKERS ON ALL PORTS OF
G I S DISCLAIMER
THE FIRE HYDRANT (4-1/2" AND 2-1/2").
MARKERS ARE TO BE RED WITH WHITE
Objects on this map shown
LETTERING.
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
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY: Lt �- 1J
(SIGNATURE)
MATTHEW W. WATT
720 %
E�R O�
S S
'a- SEAL
037518
710 4/1/2022 c
'FL E ' -,\N
101
168+00 168+50
JOB NO. P-05805A P— 05805B
DESIGNED 10/2019 BY MAS
CONTT. SURVEY BY
CHECKED BY
SCALE: AS NOTED
K—
CITY OF GREENSBORO 01 C-17
WATER RESOURCES DEPARTMEN
Phase I Liberty Road Sewer Force Main and Water Main Extension SHEET NO.
LIBERTY ROAD AT ROLLING HILLS AVENUE
PLAN AND PROFILE 21 OF 47
STA 158+50 TO STA 168+50

15" RCP
Inv. O 771.96
Inv. Out 771.1.21 4�e7
PROP. 16"x6" RJ TEE,
6" GATE VALVE, O PATSY C. PETERS (WIDOW)
AND 6" PLUG 6223 LIBERTY RD
STA 168+73 GCPN 0123176
PROP. FORCE MAIN
I MARY M. NUNN TRUSTEE OF THE
MARY M. NUNN TRUSTEE OF THE
AIR RELEASE VALVE
I THE MARY M. NUNN TRUST
THE MARY M. NUNN TRUST
GENERAL NOTES:
(COG STD. 211 )
5108 BEDROCK RD
GCPN 0123168
I 6309 LIBERTY RD
I GCPN 0123169
STA 174+89, 12' LT
DB 6306, PG 2274
DB 6306, PG 2277
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
N 792248
I PB 72, PG 10, LOT 1
PB 72, PG 126, LOT2A
I
SPATIAL DATA CONSULTANTS, INC. AND BRADY
E 1800183
SURVEYING COMPANY, P.A. (NOW MLA GROUP)
I
01
DURING THE WINTER OF 2015.
I
180 SY OPEN CUT
I PROP 16" GATE VALVE
q I DB 4430, PG 202 12" RCP I AND REPAIR PAVEMENT 2. DEFLECT PIPES AS NECESSARY PER
E 1800103 N 792859 PB 76, PG So, Lora STA 177+37, 9' LT
Inv. In 786.96 \ PER NCDOT STD. DTL. 654.01 I MANUFACTURER'S RECOMMENDATIONS TO
EDGE OF PAVEMENT IS Inv. Out 786.43 I I N 792004 MAINTAIN ALIGNMENTS.
LIMITS OF DISTURBANCE �-b E 1800221
I I 5.0 CY OPEN CUT \ I
PROP. 16" RJ PLUG KEY NOTES:
AND REPAIR PROP. 16" DI FORCE MAIN �� I I STA 177+47, 9' LT
CONCRETE PER INSTALL 8' OFF 01 PROVIDE 2'x2' CONCRETE PAD AROUND VALVE
\791994
I DETAIL 1 /05C-05 EDGE OF PAVEMENT Q _ 1 \ 12" RCP I E 80022N 180022 BOX.
MBH I Inv. In 787.s6 3
OPEN CUT AND REPAIR i� I II IIIIw I I 1\ \ o I I Inv. IIO� � utIh 787.45 I /
l
O
OO REMOVE AND RELOCATE FENCE TO BACK OF
GRAVES DRIVE (6.50 TONS) FUTURE 16" FORCE EASEMENT. REPLACE ANY DAMAGED SECTIONS
.
O \ rJ, MAIN (PHASE III)
TREES MAINTAIN MINIMUM
SEPARATION BETWEEN
+ 1-SBD O` 1 I\IOFORCEMAIN AND WATERLINE.
00 x PAN20 TREES PROP. 16" RJ PLUG I X1800208.461 I-i
11:�
I\ I /STA 177+60
.w N 791980 PROVIDE DEADMAN BLOCKING FOR WATERLINE
�Z=788.188 TREES / I J I / I > I E 1800216 STUBS PER COG STANDARD DETAIL 118.
/ I J \ /
<� II I w I , \\ \ \ \ I� \ \ \ \ \ \ PROP. 16"x6" RJ TEE )9 I I - / I'Q I
5 LOCATION AND DEPTH UNVERIFIED. FIELD
I 1 \ \ \ \ I 'a I \ \ \ \ FOR FUTURE HYDRANT,, \ o \ I / I\ I ► I TREES` — �- GUY I I /j I P PROP. 16" RJ PLUG O
I I o I I I \ \ \ \ 6 GATE VALVE, 1 13 I I I t ��� GUY STA 177+60 10' RT LOCATE PRIOR TO TRENCHING ACTIVITIES.
I w I I I ;�' AND 6" PLUG \ j I I / I Pp ��,��O+/p 00 I/ I uY N 791978
I' I ' \ 18 RCP STA 17iT 174+13 I I I/ I PP OH/P "� I \ I �90 4 6 CONTRACTOR SHALL NOT DISTURB EXISTING
Q \ I Inv. In 776.E \ I I I I PE - E 18002070
Inv. -Out,, 776. 9 � � � � � � � � N 792327 � B- � II PEq MKR Y � � � / I I �����,/ I/ 15" RCP - __ T� , . T- � _ MAGNOLIA TREE. ONLY PRUNE LIMBS AS
_ _\ _ i - - -_ I _^sue f T�-s- 1 NECESSARY, AND ONLY WITHIN EASEMENT
\E 1800161 AREA.
_ PP � � I P D T�{�� a� � __ _ _ _ _
�--- F(+C FOC FOC—F'OZr--EQC—FOC FOC�— FOC— - _ �' �y �- _ _ _ �'\ - �� - - _ _ - - F T T — T — T — • '� T� I T -ems- �_ T '� T -
/ — — — — — — M E49—�=�ocrFoc —Foc Foc—Foc--Zoe— \ �" T % — /— — — _
— ' F0C—FOC—mil HOC—FOC—FOC—FOC --- \ \ rL o —1 M�o T— T�
\ p
T—T T—T—TL T i T �- T T'=/Ti-T—T—CT—T—•� T T— > �' ---DTI'— 2 T T T� ff
—�T—T—T- T—T—T—T—T T—T - T T—� —T T—T T—T—T—T— _ _'`—_ y/� ----- _ _ 07 LIMITS OF MILLING AND OVERLAY. 1.5 -THICK
LIBERTYb S 3 549 / �i - 7 — _� _ 1� _ o - . _ _ _ �F��F� ASPHALT OVERLAY WITH S9.56 ASPHALT. MILL
— \ — — \ \ I I ( ( ` \ \ — 79n - — I — �Foc
F� F� �—� � — - - F 1 5 OF EXISTING ASPHALT OVER ENTIRE AREA
----- � FOC �j � / /
---------------�__-__ \ I Q --- �� PRIOR TO OVERLAY. TRENCH ASPHALT PATCH
F� F C—FOC—FOC— —� a�� - _ _--- - - - - - _- _� - - - - _ _ _ __ _ _ 1 --- - , ,Q \ SHALL BE PER NCDOT DETAIL 654.01. ONE
rM �`\�,�—FOCT FOC—FOC1 FOC—FOC— — — '^� — — — — — — —eaq-- 961—T — — — �"`" —
1-6 - - - 17dtt - _ �^' 1 1 TV 1 / +0 - - � — � - — IFOC3 FM F — F�c _ - - _ FM cam- = -- - EN PH I CO S% LANE OF TRAFFIC MUST REMAIN OPEN AT ALL
W _ _ _ - _ _ _ _ - ___ _ _ -_ - - _ - _� SIGN _ _ - _ = - 1T x ,�7. 00 %� / xx z x x - - W 1 STA 7+60 TIMES. PROVIDE TRAFFIC CONTROL MEETING
Zf �� - - AC POST _ — — — — I ��W.~� �- - - - - - s N \ NCDOT REQUIREMENTS. NO LANE CLOSURES
J I � w ; 12" RQP� I 12" RCP — \ I J— — IAo ii \ LOD — LO a- o
o- _ _� ALLOWED BETWEEN 7:00 TO 9:00 AM AND
U i ✓ Invlln 776.51 I, I Inv. In 780.28 \�+�� / / 2 8 �V' ��° FUTURE 16" WATERLINE 4:00 TO 6:00 PM.
off / 01/P OH/a OH/P PP o / Ifiv. Out 775.48 I� I Inv. Out 780.05 — \ — — F \ / PHASE III
GATE 1 i OH/P -/P OH/P zz �` / / 2 I / w w �REEs 12 7 P ( ) 8 REPLACE THERMOPLASTIC EDGE LINES AND
~ / / / I / L`t� \~ �� O MINI -SKIPS PER NCDOT STD. 1205.
PROP. 16 GATE VALVE
1nv'r' In 773.33 - �� i �� R oHl,{F�i oH� 0,.,/P OH/P / ? off aH/P oH/P .-�t5�i+�� \ �\ °N'i P �/�-�"�---�°"�P / /P °"/P-V---Ha+/a aH� / OH \ \.. \' I \ \ "
Inv: Out 772.45 SIDEWALK d _ \ \ I / / �/ W — w OH/P /P OM \ I\ STA 177+33
1 r I IG I i �j \ \ 1 I I I /� / // REES \` �10 \ o \ I �\ N 792006 O O LIMIT OF DISTURBANCE IS MINISKIPS.
I I i b +!� I I 1 I' / - \\ E 1800211
I �// / / b Iz/ - o i �\ \" 10 LIMIT OF DISTURBANCE IS EDGE OF PAVEMENT.
Ja° � �{/ � � OPEC CUT I /�/ / i` b � � x� / � ( \ � � I \\ ` � O
\ I I I / h 0 / ` I \ 1 \\ \ PROP. 16"x16" RJ TEE LIMIT OF DISTURBANCE IS PERMANENT
/ \ - �1ND EPAIR I I x l / l I I� 15' RCP �� / \ i \ 11
1 SBD / / I I / / ,� (3 VEL DR I / Inv. In 791. 1 / �j \ 1 \ \ \\ EASEMENT BOUNDARY.
(2.06 TONS /,� 3 ,I I 1-SBD Inv. Out 79�.78 - �� � \ \ �i\ �\\\�\� \`, E 1800210
12 LIMITS OF TRENCHING DISTURBANCE
O
LO
00
820 I
U)
810
M
790
780
770
760
REFER TO SHEET 01E-09
FOR EROSION
CONTROL.
RECORD DOCUMENTS
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY:
(SIGNATURE)
MATTHEW W. WATT
00405W (PO5805A-05)
00405W (P058059-06)
O. T. COBLE AND WIFE,
NELL COBLE
6222 LIBERTY RD
GCPN 0123175
DB 1088, PG 71
PB 76, PG 80, LOT 4
PATSY ANN COBLE PETERS
ESTATE FILE 07E1842
GRAVEL
, q i
/ PROP. WATERLINE
' AIR RELEASE MANHOLE
PROP. 16" DI WATERLINE ' / (COG STD. 116)
INSTALL 20' OFF / STA 175+54
EDGE OF PAVEMENT , ; N 792182
E 1800179
I PROFILE AT EDGE
OF PAVEMENT
EXISTING GRADE -
i
PROFILE OVER
16" DI WATERLINE
EXISTING GRADE -
PROFILE OVER
16" DI FORCE AIN
EXISTING GRADE —
- 12RCP-------- ------ ______ r ��
----------------------- --- - --
- _16" I WATERLINE
1 FORCE MAIN
� - - 16" LINT G
W/CERA IC EPDXY
DIRT
I
12" RCP
750
I- r
M
�I_00
11�
I
w
to
x
a
¢
740
J
U
CONCRETE DRIVE
12" RCP
INSTALL 16" WATERLINE AND 16" FORCE MAIN
AT A DEPTH REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
I
ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A POSITIVE SLOPE OF 0.1 % OR GREATER
169+00 170+00 171 +00 172+00 1173+00
HDR Engineering, Inc. REVISIONS
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700 A A
FINAL DESIGN
174+00
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
BEDROCK CT
J
W
J
¢^ N
N 00
00
LUN ^�
i
U
J
O
z
V
0 I a� \_ \\ \\� PROP. 16" GATE 13 P
VALVE ROVIDE PROVIDE PLASTIC REFLECTIVE
❑ // \� \\ \\ STA 2015 1 OUT -OF -SERVICE MARKERS ON ALL PORTS OF
TREES \ �-\ N 180015 O THE FIRE HYDRANT (4-1/2" AND 2-1/2").
0021NW (P05 OS 5 05,>, ' �l _� �� \\ \\ ( \ E 1800209 MARKERS ARE TO BE RED WITH WHITE
0041W (PO5805A-05) PROP. 16" RJ PLUG \ \ \ l LETTERING.
0041W (PO58056-06) STA 177+27, 47' RT TREES
TAMMY C. RAYLE N 792003
6304 LIBERTY RD "
GCPN 0123164 E 1800164 FUTURE 16 \ \ \ \ \ \ \ \
DB 6662, PG 1290 WATERLINE
4 �
PB 72, PG 9, LOT C \ (PHASE II) x'� �\ \ `\ \`\\ \\
0-
a
z
w
m
BORA RD (ASPAH
"
"�05FE-VXIFN—
W/CERAMIC EPDXY LINING
W
N
0-
LFIBER OPTIC
r ir
Z_
C9
f~ m
q J
CONTRACT SHEET
22 OF 47
SENSITIVE INFORMATION
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
N 16rIh
8�
Carolina�
City of Gree r
e
round
Locates I or i
e
uests
COG Water eso s e
73-2033
GDOT Traffi Si a _ —
—
73-2606
COG/Guilf rd Co. Telecom
—
73-2084
COG Water upply - — — —
— —
,73-5855
Tanks/Tre tment Plants
GDOT Storm ter _ — — —
13173-2569
NPDES
Genera Permit
Applies
DISTURBED AREA =
13.22 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
O
820
VERTICAL SCALE IN FEET
I"
N
16"06" RJ TEE,
16" GATE VALVE, 01
,1 zz
STA
177+30
STA 177+35
3 U
01 16"
GATE VALVE,
j
W
810
STA
177+26
J
0
N +
a
16"
DI WATERLINE
20' 16" RJ PLUG,
STA 177+60
W N
800
4
O
16" RJ PLUG
U,
�209.-�
STA 177+60, 10' R
790
0
16" GATE VALVE O
_
Iv
16"x 16" RJ TEE
0
16" GATE VALVE O1
780
16"x6" RJ TEE,
6" GATE VALVE, ,05
4 AND FIRE HYDRANT
J
16" RJ PLUG
770
DETAIL
1
SCALE: NTS
-
r`
r`
N
760
750
I C.D
co
740
I
I ALL FORCE MAIN PIPE SHALL BE INSTALLED ON A NEGATIVE SLOPE OF 0.1 % OR GREATER
175+00 176+00 177+00 178+00 178+50
CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS JOB NO. P-05805A P-05805B
DESIGNED 10 2019 BY MAS
2016-066 CONST. SURVEY BY
2016-066 CHECKED BY
SCALE: AS NOTED
% CARO'',,,
j SEAL --
037518
4/1 /2022
TyEN W `NP•��•
K[- I
-
CITY OF GREENSBORO O1 C-18
WATER RESOURCES DEPARTMENT
Phase I Liberty Road Sewer Force Main and Water Main Extension SHEET NO.
LIBERTY ROAD AT BEDROCK ROAD
PLAN AND PROFILE 22 OF 47
STA 168+50 TO STA 177+60

HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
0103NE (058059-06)
TUERESA COBLE
KIRKMAN
5701 LIBERTY
C-CPN 0122301
13 12 18 DB 2729, PG 811
J
/ FEMA 1% ANNUAL 13
I FLOOD HAZARD AREA
SSMH 2 (COMPOSITE MH) � BOU NDARODWAYp
EBINDARY
FLOODWAY \ RIM 642.48
IE IN 632.61- 633.2 \ /
IE OUT 63i� 633.1 EXISTING MH I ;
FEMA 1 % ANNUAL STA 0+87 STA 1 +07 1
13 FLOOD HAZARD AREA s�,; N 1795222358 E 7952.N 804931 /
a� �92s E 17�5243 I
6 'q ,� RIM: 639.41
�/ \ C�>��� PROP. INV IN: 633.00 ✓ I I I I i i
/ \ �// o \ �\\•. EX IN: 632.26
/ I \
l
\ ��\\\ IE OUT: 632.24 1 I I I I I I \ 1 I
; \ \\\ 14 I I III I I I I \ \
TREES \\\•
LIMITS (OD) `AWE
1 1 \ \ 1 -I- 1 \\� \. \\\� \\ �r I I \ 1 1 \ \ \ \ \
TCE IS\ LIMS \ \ST�URAINC,�E - \ \� �\ \� \\\�`1\\ I %� I 1 \ \ \ \
\ \\ �? \� \�S�F,/, DISTURBANCE \ \ \ \ \
\ \°CDs \ I��Q l�l.) LF - \35� TG�E I
\ \ \ \ \ \ 0 /�1�8� POSIT 400DS.
\ \ \ \RAMS(\SEINER 00156.' .. \
�I/•��V— _ = _- 1 l G / FOC- F _ems= FOCs+� F-
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----------z-----� --- -- = -- -- -
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LIBERTY RDA SR 3549 I 4 \�
_ EDGE 6 �\�____ \\
EDGE OF PAVEMENT IS LIMITS OF DI�TURANCE x
------- '------ N \-
OC F�TYFOC FOC- F0=- F9p� FOC FOC =F0^ FOC- FOCI FOC F FO -� FOC FO OC �I FO FOZ'� FOC- FOCI OC ` F�L FOC- F W` C \ 650 - 7 - _ -�_02� I \ - - - _ _ FEMA 1% ANNUAL 13
_ - I - - - x c- 650 FLOOD HAZARD AREA 0
it
�OH/P/�tH ��=H/P/ �. H/� / / //PI ;P CHIP / OH/P SOH/P 6 H/ \\� 0/P \\
ro
PUE (WI
PUE IS/LIMITS OF- L
13 I FEMA 1% ANNUAL / / /' ,DISTRBANtE
FLOOD HAZARD AREA 15 - / / / / _ _5��---��\
�JODS 0, i / / \ / N -v \ TRT
SSMH 1 (COMPOSITE MH) �� E�,z � \� \
RIM 641.51 \ - � 9 \�� .� ? �. � � �\ FEMA
IE IN 633* 633.74 ` - / ��➢1 \ \ �\ \ \ \\\ FLOODWAY
IE OUT 633:94 633.64 \ , BOUINDARY
STA 0+00 (GRAVITY SEWER) O
STA 35+05, 12' LT (WATERLINE) I
N 804895.36
E 1795145.11
REFER TO SHEET 01E-02
FOR EROSION CONTROL
REVISIONS
I
EXISTING 25' PERMANENT FEMA FLOODWAY
UTILITY EASEMENT 13 BOUINDARY
DB 4160, PG 895
00045W (PO5805A-05) \
- - - 9804,5W (P08058-06r
RAYMOND ALLEN COBB \
5700 LIBERTY RD
&CPN 0122312
DB 7035, PG 740
141191
14*91
LIBERTY ROAD (ASPHALT)
T
O8 FIBER OPTIC FIBER OPTIC
FIBER OPTIC O8
5 650 FIBER OPTIC
/ �
PROFILE OVER 18"
DI GR VITY SEWER \ -
EXISTING GRADE
640 - 87 LF IOF
18" COMPOSITE PIPE
® 0.50%
630 70 LF OF
30 STEEL C SING PIPE
WALL THICKNESS 0.312"
C�Z�1
20 LF OF
18" COMPOSITE PIPE
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1.3I91
-PROP. 16" DI FORCE MAIN
SEE SHEET 01 C-04 FOR
PLAN AND PROFILE I
PROP. 16" DI WATERLINE
SEE SHEET 01 C-04 FOR
PLAN AND PROFILE I
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY: Ld
(SIGNATURE)
MATTHEW W. WATT
0+00 1 +00 1 +50
CONTRACT ICONTRACTORI AS -BUILT I AUTH. DATE I WATER AND SEWER PERMITS
GENERAL
NOTES:
CONTRACT SHEET
23 OF 47
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED
BY SPATIAL DATA CONSULTANTS, INC. AND
BRADY SURVEYING COMPANY, P.A. (NOW MLA
GROUP) DURING THE WINTER OF 2015.
SENSITIVE INFORMATION
KEY
NOTES:
Not to be copied or
distributed without the
OEXISTING
25' PERMANENT UTILITY EASEMENT, DB
4419, PG 721.
express written
permission of the Cityof
O
NO DISTURBANCE IN THIS AREA.
Greensboro.
O40'05'
LAUNCHING PIT.
0110'00'
RECEIVING PIT.
I �
5
100-YEAR FLOOD ELEVATION PER FIRM PANEL
7890, MAP NUMBER 3710789000J DATED
6/18/2007.
O
PUE, WIDTH VARIES.
O
INSTALL STEEL CASING PIPE USING TRENCHLESS
CONSTRUCTION METHODS IN ACCORDANCE WITH
CONTRACT SPECIFICATIONS. ALL PIPE WITHIN THE
city of',Gree r e round
Locates I or i�/Re nests
CASING PIPE SHALL BE RESTRAINED JOINT.
INSTALLATION MUST BE BY PULLING. PUSHING OF
COG water eso s e 73-2033
PIPE INTO CASING IS NOT ALLOWED.
GDOT Traffi Si a _ - - 73-2606
COG/Guilf rd Co. Telecom - 73-2084
O8
LOCATION AND DEPTH UNVERIFIED. FIELD LOCATE
COG water apply - - - - - - 73-5855
!Tre tment Plants
PRIOR TO TRENCHING ACTIVITIES.
GDOT OT Ssttorm ter 73-2569 _ - - -
9
EXISTING SANITARY MANHOLE
RIM: 638.01
SHELF: 633.71
N P D E S
INVERT: 632.56
Genera Permit
10
EXISTING SANITARY SEWER MANHOLE
3 .85
Applies
SHELF633.75
INV.: 632.65
11 EXISTINGANITARY SEWER MANHOLE
9.4
RIM 639.41
DISTURBED AREA =
SHELF: 633.40
13.22 AC
INV.: 632.24
12
5' DIAMETER COMPOSITE MANHOLE. INSTALL
WATERTIGHT LID. PROVIDE VENT PIPE, SET
OPENING AT ELEVATION 650.0.
G I S DISCLAIMER
13
FLOOD PLAIN INFORMATION PER FIRM PANEL
Objects on this map shown
7890, MAP NUMBER 3710789000J, EFFECTIVE
with a dotted linestyle were
DATE 6/18/2007. FLOOD ELEVATION WEST SIDE
not surveyed, they were
OF LIBERTY ROAD: 648 FT. FLOOD ELEVATION
compiled by photogrammetric
EAST SIDE OF LIBERTY ROAD: 645 FT. NO
methods, available on the
ADDITIONAL FUTURE 1% SPECIAL FLOOD HAZARD
Geographic Information
AREA IDENTIFIED IN THIS LOCATION.
System (GIs) software used
14
NORTH CAROLINA SURFACE FRESHWATER
by the City of Greensboro.
CLASSIFICATION FOR BIG ALAMANCE CREEK AT
THIS LOCATION: WS-IV,NSW. BIG ALAMANCE
CREEK IS A PART OF THE CAPE FEAR RVER
BASIN.
15
5' DIAMETER COMPOSITE MANHOLE. INSTALL
40 0 40 80
WATERTIGHT LID. PROVIDE VENT PIPE; SET
OPENING AT ELEVATION 647.0.
HORIZONTAL SCALE IN FEET
10 0 10 20
16
70 LF OF 30" STEEL CASING PIPE, WALL
THICKNESS 0.312".
VERTICAL SCALE IN FEET
17
20 LF OF 18" COMPOSITE PIPE CAD 0.50%.
18
FOR MANHOLES LESS THAN 50' FROM WATERS
OF THE STATE, NCDEQ REQUIRES AN
ALTERNATIVE DESIGN MANHOLE. ALTERNATIVE
DESIGN MANHOLES HAVE THE FOLLOWING
REQUIREMENTS:
1. MANHOLES SHALL BE PROVIDED WITH
WATERTIGHT FRAME AND COVER WITH GASKET.
2. ALL MANHOLE SEAMS SHALL BE
TAPED/SEALED.
3. MANHOLES SHALL BE PROVIDED WITH A FULL
WATERPROOF INTERIOR LINING/COATING. SEE
SPECIFICATIONS.
4. WATERTIGHT PIPE CONNECTIONS SHALL BE
PROVIDED CONSISTING OF FLEXIBLE RUBBER
BOOT OR COMPRESSION TYPE CONNECTOR.
5. ALTERNATIVE DESIGN MANHOLES SHALL BE
TESTED IN ACCORDANCE WITH ASTM C1244
"STANDARD TEST METHOD FOR CONCRETE
SEWER MANHOLES BY THE NEGATIVE AIR
PRESSURE (VACUUM) TEST PRIOR TO
BACKFILL.
JOB NO. P-05805A P- 05805B
DESIGNED 10/2019 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
.�'� ES S'R��
n .4y.:+r
SEAL
037518
4/1 /2022
)YEW \N
11,8111111110
A�
CITY OF GREENSBORO 01 C-19
WATER RESOURCES DEPARTMENT
Phase I Liberty Road Sewer Force Main and Water Main Extension SHEET NO.
LIBERTY ROAD
GRAVITY SEWER PLAN AND PROFILE 23 OF 47
STA 0+00 TO STA 1 +06.85
FINAL DESIGN
2016-066
2016-066

1 PROP. AIR RELEASE VALVE
COG STD 116
1 PROP. 16" 45' RJ FITTING STA 122+84
STA 121 +99 N 790419
\ N 790442 E 1766002
E 1765921
PROP. 16"x6" OTEE
FOR FUTURE FIRE HYDRANT,
6" GATE VALVE I 1—SBD
AND 6" PLUG, I
STA 123
+5 � I II I i I I I � � RUINS
N790412
1 \ \ \ \ \ \ \ 1 \ I I I I I I / / PROP. 16" DIP WATERLINE / \ 1—
SBD
11 E 79041\ \� \ 1 \ 1\ I I I 1 \ \ \\ 22 (FUTURE PHASE II BY
OTHERS)
PROP. 16" DIP WATERLINE / /INSTALL 8� OFF EDGE OF / \ \ I o III L �/18" RCP PAVEMENT WOODS ____\I Pv;,// /
Inv. 740.50 w ,
Q I
I I I l \ 1 1
"'RCP \ \ I9 °
P I'A In\'37.p
°FOC C FO-�°
-_-- --- ----� -_ -- ------------------ _ — 1 1 \ \ \ 1 1\ Iyytt / / �� \ I �/—FO
�\—=ram'/`'
-- -- III -- �---- �-�_____-- -- __ _ __-�°���°_ - � --_ _-�� 1 \ \ \ \ \ \ \ � 10 I�_ /1 I_---_- °�-�'.
FOC—� FO \ \ \ /� \ / / �FOG� FO = F� /
OCG%r \ \ F PP I / / / / /FOCI FOC _JWAG
i- =
\ OCR FOCI_ / V �FOC / �PIPEI
\ \ — '�_ \ F^� / _ FOG _
` ---C=—•C —'`\_ �- SIGN �{\ � ���FBC�FOC FOC — Foci •C
—Inv__ln 75211\�\ \ \\ FOC
Inv. Out 751.4$ —1� ` — — -- ---- -- ° \ i2\
— 2rJ♦ — \ \ --- — —�--------\---�I—lnv.�n 735.4\ \lam
120+00 (— _ — — _ �, _ — r — — - — --� / — — / 126+ d — I \\ \ — \ \ — \ \ I �. Inv.�Oe34 4— /\� 13C
— �� / / \ I PI �H— _ _L _ \ _ _ — —_� _� — _ — — — — — — — _ _ _ _ _ _ /_ 127J+00 / / I _ / 12 +00 _—9±0_0_ _ __ /—_-
0
R
/ / — /� OHIP m OH/P l �= F_ i / / — — _ — — C� — — — _ — —
/ IP �,ONIP OHIP \ \ FOP OH7G —� —OMP P O"M I 1 / C — -t _/ / —_ i —� __ — j ��— A / / /—
_°HIS �,�"'/ �/ \ \\\I I I I\\1\�\� \ I I \\ 1 / RIPRA I --__ `OH/P —-- — — -- /-- /A
18' 1 \ I \ 11\o �\ I I \ I \ I / TREES - - P - \ OF P fi \ /P �.-i 73ii1
I WP 0 P OH/ \ ` Dull
I I I 1 \ \ I \ I �a —lOH \ _ PP H TREE TREES
E�HP ��T=
WI 11\\ I I \ I >, I I J II I 11\ \ 1I GUYS
\ I I I I I I I 1 1 I I I I I 11,r _\\ REFS\ /
I
o I o n v. n 7�6�1r 7
1 I I I I I \ I I \ 2-GUYS
s \\\ I a I I \\ h //'
Q
I II IIII II II II IIIII 'II II I I II 1 I)PROP. 16" RJ PLUG
I¢
/
STA 124+54- /
N 790367 0 I I I I I 11 I I �, I I \ //
/ //
E 1766164 1 � I I I I I I I I /
I 735
"
`Y PROP. 16 RJ PLUG "
STA 120+75 PROP. 16 11.25 RJ FITTING
O4 VERTICAL
> N 790459 (VERTICAL) , I I 14 SY OPEN CUT
STA 122+72 , I AND REPAIR PAVEMENT
E 1765801 N 790423 I PER COG STD 107A
E 1765990 I I 3 Q� 0 0, T cF
PROP. 16" DIP WATERLINE 55' DRAINAGE EASEMENT I I O'OR \ / Q� O2 0,
PROP.
(FUTURE PHASE II BY MEOWD �L � P��i 2Ti LI ING �F' � Lt� 5i r� t�J2 / 2 /
OTHERS) STA 121 +87 I i REFER TO SHEET 01 E-14 I F�SFM NT \
\ E 17659140 I FOR EROSION CONTROL. \ F Ae
� I I I \
/
� 00575 I 00595 00605 A G /
\ JUDE THADDEUS M. HOWELL, JR I I CARL V HARPER S2 /
00585 JEFFREY 8. WILLIAMS
PATRICIA DHERS AND WIFE \ i
' CHRISSY C. HOWELL 448 NC HIGHWAY 62 EAS JENNIFER C. WILLIAMS
MARY HARPER
AND WIFE AND WIFE
444 NC HIGHWAY 62 EAST GCPN 0136119 I 452 NC HIGHWAY 62 EAST 456 NC HIGHH WAY 62 EAST
1 I
\ GCPN 0136275 D8 7855, PG 2276 I GCPN 0136268 GCPN 0136117 \
DB 8022, PG 915 PB \ 123, PG 52, LOT 4 DB 4979, PG 1677 D8 5318, PG 78 PB 123, PG 52, LOT 3 , I P8 123, PG 52, LOT 2 PB 123, PG 52, LOT 1
780
770
PROFILE AT EDGE
OF PAVEMENT
EXISTING GRADE
PROFILE OVER
16" WATERLINE
EXISTING GRADE
750 ---- ------ —
740
730
720
710
700
\ I Z
;0
\ I�
lgh O/�
(Phl, ER�/NF
0
w
a -
of
z �
m 3
121 +00
HDR Engineering, Inc.
of the Carolinas
NCBELS License No. F-0116
440 S. Church St., Suite 1000
Charlotte, NC 28202-2075
704.338.6700
r-
00
+
N
122+00
0
En
0
0
U
J
j N
0
U
Q +Lq
W
W Nin
z
¢ cn
U_
7
W
N HW
r- Of
N
N
0
+ �j�
+
N
W
co
co
H co O
N L_
123+00
ASPHALT
12" CMP
--_ -- ---
16" DI WATERLINE
(PHASE 1)
O �
124+00
18' RCP
TERLINE
of
0
3
REVISIONS
FINAL DESIGN
INSTALL 16" WATERLINE AT A DEPTH
REQUIRED TO PROVIDE A MINIMUM
COVER OF 4' BELOW EXISTING GRADE
U
z
v
r
w
it
wU_
iW w �n
7) +
00
10 LL_
x
coo
ASPHALT
(FUTV WA"ERL/N \ \ \
RE PHASE ') \ \ \
125+00 126+00 127+00 128+00 129+00
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATE WATER AND SEWER PERMITS
ROADWAY
SEWER
WATER 2019-017
SIDEWALK
GENERAL NOTES:
1. SITE TOPOGRAPHIC SURVEY WAS PREPARED BY
SPATIAL DATA CONSULTANTS, INC. AND J.C.
WALLER AND ASSOCIATES, P.C. DURING THE
WINTER OF 2015.
2. DEFLECT PIPES AS NECESSARY PER
MANUFACTURER'S RECOMMENDATIONS TO
MAINTAIN ALIGNMENTS.
KEY NOTES:
Ol PROVIDE 2'x2' CONCRETE PAD AROUND VALVE
BOX.
O INSTALL TEMPORARY TAPS AS REQUIRED FOR
FILLING PIPE, EXPELLING AIR AND PRESSURE
TESTING.
O WATERLINE MUST BE PRESSURE TESTED.
PROVIDE POTABLE WATER FROM OFF -SITE
LOCATION. PIPE DOES NOT NEED TO BE
DISINFECTED.
O4 PROVIDE TAPPED PLUG AT EACH END OF
WATER MAIN WITH CURB STOP AND COPPER
TUBING FOR TESTING STUBBED UP INTO VALVE
BOX WITH 2'x2' CONCRETE PAD. LEAVE VALVE
BOX, CONCRETE PAD, COPPER TUBING AND
CURB STOP AFTER TESTING IS COMPLETE TO
MARK ENDS OF WATERLINE.
780
770
750
740
730
720
710
700
JOB NO. P- 05805
DESIGNED 10/2019 BY MAS
CONST. SURVEY BY
CHECKED BY
SCALE: AS NOTED
THE ORIGINAL RECORD DOCUMENT, SIGNED AND
SEALED ON OCTOBER 30, 2019, PREPARED BY HDR
ENGINEERING, INC. OF THE CAROLINAS, HAS BEEN
MODIFIED TO INCORPORATE FIELD CHANGES
MADE BY THE CONTRACTOR BASED ON
INFORMATION PROVIDED 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.
DATE: APRIL 1, 2022
RECORD DRAWINGS
DATE: APRIL 1, 2022
BY:
(SIGNATURE)
MATTHEW W. WATT
K-
CONTRACT SHEET
24 of 47
SENSITIVE INFORMAT101\
Not to be copied or
distributed without the
express written
permission of the City
of Greensboro.
North LOW
C rollna
www.nc811.0rg
City of: Greer
COG Water eso s e 73-2033
GDOT Traffi Si a _ — — 73-2606
COG/Gui1f rd Co. Telecom — 73-2084
COG Water upply ----- ,73-5855
Tank Sj!Tre tment Plants
GDOT Storm ter _ _ _ —-3'73-2569
NPDES
General Permit
Applies
DISTURBED AREA =
28.71 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
ES S.R
SEAL
037518
4/1 /2022
NG 1 Na
CITY OF GREENSBORO 01 C-20
WATER RESOURCES DEPARTMEN
Phase I Liberty Road Sewer Force Main and Water Main Extension SHEET NO.
NC HIGHWAY 62
PLAN N STA 120+75 TO PROFILE 124+50 OF 4