NCC211569_Site Plan or Location Map_20210326

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NOWNRIDivision of Water
SURREY LEGEND
BENCHMARK
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NEW /ROW P/PE
® CATCH BASIN
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POKER PEDESTAL
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POLE
DI DROP INLET
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SANITARY MANHOLE
(D ELEC7RIC MANHOLE
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SHRUB
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SIGN
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STORM DRAINAGE MANHOLE
0 GAS METER
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7FLEPHONE PEDESTAL
V HYDRANT
ID
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O IX/S77NG /RON P/PE
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WA TER METER
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WATER MANHOLE
# LAMP
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WATER ✓AL IE
9B MAILBOX
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MRL
9 MONL/MENT
COMPUTED POINT
EX EDGE OF PA YEMENT
EX. CURB R GU77ZR
EX FENCE LINE
X
D: OIERHEAD POKER
OH
EX. RAILROAD 7RACKS
PROPERTY L/NE CW R/G7rT-OF-WAY
- -
D: SANITARY SENER
S
EX Srnw SEVER
EX 7REE LINE
EX. WA 7ER LINE
W
PROPOSED LEGEND
PROPOSED WATER MAIN
- - - - -
PROPOSED PERMANENT UTILITY EASEMENT
TCE
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
PROPOSED FIRE HYDRANT
PROPOSED GATE VALVE
a
PROPOSED AIR RELEASE VALVE MANHOLE
SILT FENCE
STONE OUTLET
TEMPORARY INLET PROTECTION
STRAW WATTLE
PIPE INLET PROTECTION
NPDE6 Slormwaler Dise6arge. Permit for Construo6on ACM}ieo (NCGOr7
NEW STABILIZATION TIMEFRAMFS
(Elfecliyc Aug 3 z9111
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
OPerimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HOW) Zones.
7days -
None
steeper than 3:1
7 days
17 slopes are 10' or less In length and are
_Slopes
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter-
14 days
7 days for elopes greater than 50' In length.
All other areas with slopes natter than 4:1
14 days
None, except for perimeters and HOW Zones.
PIPE OUTLET PROTECTION SEQUENCE OF CONSTRUCTION:
1. CALL NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES LAND QUALITY SECTION,
336-776-9800, PRIOR TO ANY LAND DISTURBANCE ACTIVITY, TO SCHEDULE A PRE -CONSTRUCTION MEETING.
2. REMOVE TREES AND OTHER VEGETATION, AND INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE
PLANS.
3. INSTALL WATER LINES ACCORDING TO PLANS.
4. IN AREAS WITH SLOPES OF 3:1 OR FLATTER, THE AREA SHALL BE STABILIZED WITHIN 14 DAYS FROM THE
LAST LAND -DISTURBING ACTIVITY. IN AREAS WITH SLOPES STEEPER THAN 3:1, THE AREA SHALL BE
STABILIZED WITHIN 7 DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
EROSION CONTROL NOTES:
1. THE EROSION CONTROL INSPECTOR CAN BE REACHED AT 336-776-9800.
2. EROSION CONTROL DEVICES ARE TO BE INSTALLED BASED ON THE DETAILS PROVIDED UNDER THE APPROVED PLANS.
THE PLANS AND DETAILS ARE BASED ON THE NC EROSION AND SEDIMENT PLANNING AND DESIGN MANUAL.
3. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTOR. ADDITIONAL EROSION
CONTROL MEASURES MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR THAT ARE NOT INDICATED ON THE
PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTAIN EROSION ON SITE, REGARDLESS OF THE MEASURES
REQUIRED. ANY CHANGE IN THE EROSION MEASURES AND/OR GRADING SHALL BE CALLED TO THE ATTENTION OF THE
ENGINEER AND THE EROSION CONTROL INSPECTOR.
4. WEATHER FORECAST SHALL BE MONITORED. THE CONTRACTOR SHALL PREPARE FOR RAIN EVENTS BY EXAMINING ALL
EROSION CONTROL MEASURES PRIOR TO START OF PRECIPITATION. FOLLOWING PRECIPITATION EVENTS, THE CONTRACTOR
SHALL INSPECT EROSION CONTROL DEVICES, MAKE ANY NECESSARY REPAIRS, AND DOCUMENT THESE ACTIVITIES.
6. ALL WORK SHALL BE PERFORMED WITHIN THE PERMANENT/TEMPORARY EASEMENTS AND/OR STREET RIGHT-OF-WAYS
INDICATED ON THE PLANS, INCLUDING STAGING AREAS AND STOCKPILE/BORROW AREAS. THE PERMANENT/TEMPORARY
EASEMENTS AND/OR STREET RIGHT-OF-WAYS SHALL BE CONSIDERED THE LIMITS OF CONSTRUCTION FOR THE PROJECT.
7. IF THE CONTRACTOR REQUIRES STAGING AREAS OR STOCKPILE/BORROW AREAS THAT ARE OUTSIDE THE
PERMANENT/TEMPORARY EASEMENTS INDICATED ON THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PREPARATION OF EROSION CONTROL PLANS FOR THESE AREAS, OBTAINING APPROVAL FROM THE NCDENR LAND QUALITY
SECTION, AND FOR INSTALLATION OF EROSION CONTROL MEASURES AND STABILIZATION OF THESES AREAS.
8.IF FILL MATERIALS ARE TO BE BROUGHT TO THIS PROJECT OR WASTE MATERIALS ARE TO BE TAKEN FROM THIS
PROJECT, THIS INFORMATION MUST BE DISCLOSED AND SHOWN ON THE EROSION CONTROL PLAN. BORROW AREAS AND
DUMP SITES ARE CONSIDERED TO BE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
IDENTIFYING ANY BORROW OR DUMP SITES, PREPARATION OF EROSION CONTROL PLANS FOR THESE SITES, OBTAINING
APPROVAL FROM THE NCDENR LAND QUALITY SECTION, AND FOR INSTALLATION OF EROSION CONTROL MEASURES AND
STABILIZATION OF THESES SITES.
GENERAL CONSTRUCTION NOTES:
1. ALL EXISTING UNDERGROUND UTIUTY LOCATIONS WERE TAKEN FROM AVAILABLE
RECORDS AND ARE APPROXIMATE ONLY (HORIZONTAL AND VERTICAL).
CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE
BEGINNING CONSTRUCTION. CONTRACTOR SHALL NOTIFY USERS 24 HOURS
PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE. ANY UTILITIES DAMAGED
DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL
COST TO THE OWNER. CONTRACTOR TO NOTIFY N.C. ONE -CALL CENTER AT
1-800-632-4949 (or 811) PRIOR TO EXCAVATION. CONTRACTOR SHALL
NOTIFY ENGINEER IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY
UNDERGROUND OBSTACLE REQUIRING A DEVIATION FROM THE PLANS.
2. ALL DRIVEWAY PIPES 12" IN DIAMETER OR LESS DISTURBED DURING
CONSTRUCTION IN STREETS DESIGNATED AS STATE ROADS SHALL BE REPLACED
WITH 15" RCP. ALL DRIVEWAY PIPES OF SUITABLE SIZE DISTURBED DURING
CONSTRUCTION SHALL BE REINSTALLED BY THE CONTRACTOR. ALL COST OF
REINSTALUNG EXISTING DRIVEWAY PIPE, REPLACING UNDERSIZED PIPES OR PIPES
DAMAGED DURING CONSTRUCTION SHALL BE INCLUDED IN THE COST PER LINEAR
FOOT OF WATER MAIN INSTALLATION. ALL EXISTING PIPE THAT IS REPLACED
WITH NEW PIPE SHALL BECOME THE PROPERTY OF THE CONTRACTOR.
DRIVEWAY PIPES THAT ARE DISTURBED OR REPLACED SHALL BE PROVIDED WITH
PROPER INLET AND OUTLET PROTECTION. ALL COST OF DRIVEWAY PIPE INLET
AND OUTLET PROTECTION SHALL BE INCLUDED IN THE COST PER LINEAR FOOT
OF WATER MAIN INSTALLATION, UNLESS OTHERWISE NOTED.
3. CONTRACTOR TO RE -GRADE, SHAPE UP, AND STONE ALL GRAVEL DRIVEWAYS
AFTER CROSSING. TWO WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES
DURING CONSTRUCTION. ALL WORK DONE WITHIN NCDOT RIGHT-OF-WAY SHALL
BE PERFORMED IN ACCORDANCE WITH APPROVED ENCROACHMENT AGREEMENT.
4. CONTRACTOR TO RESET ALL DISTURBED SIGNS, MAIL BOXES, ETC. CONTRACTOR
SHALL RESEED ALL DISTURBED AREAS IN ACCORDANCE WITH SPECIFICATIONS.
5. DURING PIPELINE INSTALLATION, EXCAVATED MATERIALS PLACED ON THE
ADJACENT STATE ROAD SHALL BE PLACED UPON A LAYER OF STONE
SCREENINGS. AT THE END OF EACH DAY, ALL MATERIALS SHALL BE REMOVED
AND THE ROADWAY SHALL BE THOROUGHLY CLEANED OF ALL SOIL RESIDUE.
COST FOR STONE SCREENING AND ROADWAY CLEANING SHALL BE INCLUDED IN
THE COST PER LINEAR FOOT OF WATER MAIN INSTALLATION. CONTRACTOR
SHALL AVOID DAMAGE TO THE EXISTING ASPHALT. ASPHALT WHICH IS
DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT NO ADDITIONAL COST
TO THE OWNER.
6. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS,
MONUMENTS, OTHER PERMANENT POINTS AND UNES OF REFERENCE AND
CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER
PERMANENT POINTS OF REFERENCE DESTROYED/REMOVED BY THE CONTRACTOR
SHALL BE REPLACED BY A NORTH CAROUNA PROFESSIONAL LAND SURVEYOR
AT THE CONTRACTOR'S EXPENSE.
7. ALL CONSTRUCTION SHALL CONFORM TO CITY OF GREENSBORO STANDARDS
SPECIFICATIONS, AND SHALL COMPLY WITH APPUCABLE REQUIREMENTS OF
TITLE 15A, SUBCHAPTER 18D OF THE NORTH CAROLINA ADMINISTRATIVE CODE.
8. THE CONTRACTOR SHALL MAINTAIN SEPARATION BETWEEN SEWER AND WATER MAINS AS
FOLLOWS:
A. CROSSING A WATER MAIN OVER A SANITARY SEWER
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SANITARY SEWER,
THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE
WATER MAIN IS 18" ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR
BARRIERS PREVENT 18" VERTICAL SEPARATION, IN WHICH CASE BOTH WATER MAIN
AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT
ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH SIDE
OF THE POINT OF CROSSING.
B. CROSSING A WATER MAIN UNDER A SANITARY SEWER
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH
THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS
AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10, ON
EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN SHALL BE
CENTERED AT THE POINT OF CROSSING.
C. LATERAL SEPARATION OF SEWERS AND WATER MAINS
WATER MAINS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING OR PROPOSED
SANITARY SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10' LATERAL
SEPARATION, IN WHICH CASE THE WATER MAIN SHALL BE LAID IN A SEPARATE TRENCH
MTH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18" ABOVE THE
TOP OF THE SEWER WITHIN A HORIZONTAL SEPARATION OF AT LEAST S.
9. ALL CONSTRUCTION SHALL TAKE PLACE WITHIN THE STREET R/W, PERMANENT UTIUTY
EASEMENTS, AND/OR TEMPORARY CONSTRUCTION EASEMENTS SHOWN ON THE PLANS.
THESE SHALL BE CONSIDERED THE UMITS OF CONSTRUCTION FOR THE PROJECT. ANY
WORK/DISTURBANCE OUTSIDE OF THE CONSTRUCTION LIMITS SHALL REWIRE WRITTEN
APPROVAL FROM THE AFFECTED PROPERTY OWNER(S), AND SHALL BE OBTAINED BY THE
CONTRACTOR.
10. EASEMENTS HAVE BEEN RECORDED AND ARE ON FILE AT THE CITY OF GREENSBORO
WATER RESOURCES DEPARTMENT.
DAVIS e MARTIN a POWELL�
ENGINEERS & SURVEYORS
fi415 OLD PLANK R0 HIGH POINT, NO 27265
T: (336)11&482, 1 F: (336) 88&4458 1 WwW.DMP4NC.COM I LICENSE: F-0245
RAILROAD
MILEPOST 277
Ln
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PROP. WATER MAIN EXITS
NORFOLK SOUTHERN R/W AT
WATER MAIN STA. 91+35
BRYAN PARK
SOCCER COMPLEX
SOUTHERN
RAILROAD
PROPOSED WATER MAIN ENTERS
NORFOLK SOUTHERN R/W AT
WATER MAIN STA. 46+46
`SR 2561)
CONTRACT SHEET
2 OF 18
a
SENSITIVE INFORMATION
Not to be copied or
A
distributed without the
express written permission
of the City of Greensboro.
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BRYAN PARK
Know what'6below.
Call before you dig.
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PROPOSED WATER MAIN EXITS
COG/Geilfer Co. 73-2084
COG WeTV/'Tre 3-5855
J Pp
NORFOLK SOUTHERN R/W AT
WATER MAIN STA. 118+27
GDOT Storm Water_ 3-2569
BRYAN
PARK 2
SOCCER
NPDES
COMPLEX
General Permit
Applies
�Q MILEPOST
276
DISTURBED AREA =
8.86 Acres
NORFOLK
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SOUTHERN
RAILROAD . Add
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BRIGHTWOOD
ELEMENTARY
SCHOOL
BRIGHTWQOD SCHOOL RD. C
(SR 2570)
/ SHEET INDEXsICINITY MAP
"==oo'
PROP. WATER MAIN ENTERS
NORFOLK SOUTHERN R/W AT
WATER MAIN STA. 92+98
SHEET LIST:
1. COVER SHEET
2. INDEX SHEET, LEGEND, AND NOTES
3. STA. 9+82 TO STA. 22+00
4. STA. 22+00 TO STA. 34+00
5. STA. 34+00 TO STA. 46+00
6. STA. 46+00 TO STA. 58+00
7. STA. 58+00 TO STA. 70+00
B.
STA. 70+00 TO STA. 82+00
9. STA. 82+00 TO STA. 94+00
10. STA. 94+00 TO STA. 106+00
11. STA. 106+00 TO STA. 118+00
12. STA. 118+00 TO STA. 130+00
13. STA. 130+00 TO STA. 142+00
14. STA. 142+00 TO STA. 153+84
15. WATER LINE STUB -OUT PROFILES
16. WATER SYSTEM DETAILS
17. WATER SYSTEM DETAILS
18. EROSION CONTROL DETAILS
1 IWATER 1 2017-0200 1 1 1 1 1 CHECKED BY APL 1
NOTES REGARDING WORK INSIDE NORFOLK SOUTHERN R/W:
1. CONTRACTOR SHALL COMPLY NTH ALL APPLICABLE REQUIREMENTS OF
THE "SPECIFICATIONS FOR PIPELINE OCCUPANCY OF NORFOLK SOUTHERN
CORPORATION PROPERTY" (NSCE-8), LATEST EDITION. CONTRACTOR SHALL
ALSO COMPLY WITH ANY SPECIAL CONDITIONS OUTLINED IN THE UCENSE
AGREEMENT BETWEEN THE CITY OF GREENSBORO AND NORFOLK SOUTHERN
CORPORATION.
2. THE WATER MAIN SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE
WITH LATEST APPROVED "AMERICAN RAILWAY ENGINEERING AND
MAINTENANCE -OF -WAY ASSOCIATION'S SPECIFICATIONS FOR PIPELINES
CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES".
3. BLASTING IS NOT PERMITTED WITHIN THE NORFOLK SOUTHERN R/W.
4. THE CONTRACTOR SHALL CONTACT THE NORFOLK SOUTHERN DIVISION
ENGINEER AT LEAST FOURTEEN (14) WORKING DAYS PRIOR TO THE
DESIRED START OF CONSTRUCTION WITHIN THE NORFOLK SOUTHERN
RIGHT-OF-WAY, SEE LICENSE AGREEMENT FOR CONTACT INFORMATION.
5. WHERE THE PIPELINE CROSSES THE RAILROAD TRACKS, THE CONTRACTOR
SHALL MARK THE PIPELINE ON EACH SIDE OF THE TRACKS WITH
WEATHERPROOF SIGNS LOCATED OVER THE CENTER OF THE PIPE. WHERE
THE PIPEUNE IS INSTALLED LONGITUDINALLY (PARALLEL) TO THE RAILROAD
TRACKS, SIGNS SHALL BE PLACED NO MORE THAN EVERY 500 FEET
ALONG THE PIPELINE, SO THAT WHEN STANDING AT ONE SIGN, THE NEXT
ADJACENT MARKER IN EITHER DIRECTION IS VISIBLE. THE SIGNS SHALL
INCLUDE THE FOLLOWING INFORMATION:
- NAME AND ADDRESS OF THE PIPELINE OWNER
- CONTENTS OF PIPE
- NORMAL OPERATING PRESSURE OF PIPE
- PIPE DEPTH AT POINT OF SIGN
- EMERGENCY TELEPHONE NUMBER IN EVENT OF PIPE RUPTURE
NCDOT ENCROACHMENT PERMIT
REQUIRED FOR INSTALLATION
CAR I
OF WATER LINES. CALL
•.• ZN
[phone] FOR PERMIT.
g'=O�QOFESSIO
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" mwm er: �6457
Ce,.EeY
CONSTRUCTION INSPECTION
REQUIRED FOR PROPOSED",C
WATER LINES.
N i
CALL [phone] TO
SCHEDULE AN INSPECTOR.
11 2020
OF GREENSBOROr K-
SHEET NO.
INDEX SHEET, LEGEND AND NOTES I _2_ OF