20221259 Ver 1_156094-762PZ_HARP_NWP_Submittal_20220908

UNIONCOUNTY
WATER
UNION COUNTY, NORTH CAROLINA
UNION COUNTY, NC 762 PRESSURE ZONE WATER TRANSMISSION MAIN
AND FINISHED WATER PUMP STATION
Nationwide Wetlands Permit Submittal
s
BC PROJECT NO. 156094
11751
117631
NEW 762 PZ
PUMP STATION
116321
1 1b31 I
I11
1611
Wingate
University
9
Wingate
11758
117561
VICINITY MAP
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90% DESIGN
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AUGUST, 2022
PREPARED BY:
Brown AND Caldwell
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SOURCE: GOOGLE MAPS
Environmental Engineering and Consulting
309 East Morehead Street, Suite 160, Charlotte, NC 28202 704-358-7204
North Carolina Board of Examiners for Engineers and Surveyors License No: F-0785
PROJECT LOCATION
24" WATER MAIN FROM
NEW SALEM ROAD TO HWY 74
REVISIONS
REV DATE DESCRIPTION
DRAWING NUMBER
G-00-001
1 SHEET NUMBER 91
OF

1
2
3
4
5
6
SHEET ORDER
1
2
SHEET NUMBER
G-00-001
G-00-002
3 C-00-001
4 C-00-002
5 C-00-003
6 C-00-004
7 C-00-201
8 C-00-202
9 C-00-203
10 C-00-701
11 C-00-702
12 C-00-703
13 C-00-704
14 C-00-801
15 C-00-802
16 C-00-803
17 C-02-201
18 C-02-600
19 C-02-601
20 C-02-602
21 C-02-603
22 C-02-604
23 C-02-605
24 C-02-606
25 C-02-607
26 C-02-608
27 C-02-609
28 C-02-610
29 C-02-611
30 C-02-612
31 C-02-613
32 C-02-614
33 C-02-615
34 C-02-616
35 C-02-617
36 C-02-618
37 C-02-619
38 C-02-620
39 C-02-621
40 C-02-622
41 C-02-623
42 C-02-624
43 C-02-625
44 C-02-626
45 C-02-627
46 C-02-628
47 C-02-629
48 C-02-630
49 C-02-631
50 C-02-632
51 C-02-633
52 C-02-634
53 C-02-635
54 C-02-636
55 C-02-637
56 C-02-638
57 C-02-639
58 C-02-640
59 C-02-641
60 C-02-642
61 C-02-643
62 C-02-644
63 C-02-645
64 C-02-646
65 C-02-647
66 C-02-648
67 C-02-649
68 C-02-650
TITLE
01- GENERAL
COVER SHEET AND VICINITY MAP
INDEX OF DRAWINGS
02 - CIVIL
CIVIL GENERAL NOTES
CIVIL LEGENDS, SYMBOLS AND ABREVIATIONS
EROSION AND SEDIMENTATION CONTROL NOTES - 1
EROSION AND SEDIMENTATION CONTROL NOTES - 2
OVERALL SHEET KEY PLAN
SURVEY CONTROL POINT LOCATION MAP
SOIL BORING LOCATIONS
EROSION AND SEDIMENT CONTROL DETAILS -1
EROSION AND SEDIMENT CONTROL DETAILS -2
EROSION AND SEDIMENT CONTROL DETAILS -3
EROSION AND SEDIMENT CONTROL DETAILS -4
CIVIL DETAILS - 1
CIVIL DETAILS - 2
CIVIL DETAILS - 3
762 PZ FWPS SITE AND YARD PIPING PLAN
HYDRAULIC GRADE LINE
PLAN AND
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PLAN AND
INDEX OF DRAWINGS
PROFILE STATION 0+00 TO STATION 8+00
PROFILE STATION 8+00 TO STATION 16+00
PROFILE STATION 16+00 TO STATION 24+00
PROFILE STATION 24+00 TO STATION 32+00
PROFILE STATION 32+00 TO STATION 40+00
PROFILE STATION 40+00 TO STATION 48+00
PROFILE STATION 48+00 TO STATION 56+00
PROFILE STATION 56+00 TO STATION 64+00
PROFILE STATION 64+00 TO STATION 72+00
PROFILE STATION 72+00 TO STATION 80+00
PROFILE STATION 80+00 TO STATION 88+00
PROFILE STATION 88+00 TO STATION 96+00
PROFILE STATION 96+00 TO STATION 104+00
PROFILE STATION 104+00 TO STATION 112+00
PROFILE STATION 112+00 TO STATION 120+00
PROFILE STATION 120+00 TO STATION 128+00
PROFILE STATION 128+00 TO STATION 136+00
PROFILE STATION 136+00 TO STATION 144+00
PROFILE STATION 144+00 TO STATION 152+00
PROFILE STATION 152+00 TO STATION 160+00
PROFILE STATION 160+00 TO STATION 168+00
PROFILE STATION 168+00 TO STATION 176+00
PROFILE STATION 176+00 TO STATION 184+00
PROFILE STATION 184+00 TO STATION 192+00
PROFILE STATION 192+00 TO STATION 200+00
PROFILE STATION 200+00 TO STATION 208+00
PROFILE STATION 208+00 TO STATION 216+00
PROFILE STATION 216+00 TO STATION 224+00
PROFILE STATION 224+00 TO STATION 232+00
PROFILE STATION 232+00 TO STATION 240+00
PROFILE STATION 240+00 TO STATION 248+00
PROFILE STATION 248+00 TO STATION 256+00
PROFILE STATION 256+00 TO STATION 264+00
PROFILE STATION 264+00 TO STATION 272+00
PROFILE STATION 272+00 TO STATION 280+00
PROFILE STATION 280+00 TO STATION 288+00
PROFILE STATION 288+00 TO STATION 296+00
PROFILE STATION 296+00 TO STATION 304+00
PROFILE STATION 304+00 TO STATION 312+00
PROFILE STATION 312+00 TO STATION 320+00
PROFILE STATION 320+00 TO STATION 328+00
PROFILE STATION 328+00 TO STATION 336+00
PROFILE STATION 336+00 TO STATION 344+00
PROFILE STATION 344+00 TO STATION 352+00
PROFILE STATION 352+00 TO STATION 360+00
PROFILE STATION 360+00 TO STATION 368+00
PROFILE STATION 368+00 TO STATION 376+00
PROFILE STATION 376+00 TO STATION 384+00
PROFILE STATION 384+00 TO STATION 392+00
PROFILE STATION 392+00 TO STATION 394+00
SHEET ORDER
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
SHEET NUMBER
S-00-001
S-00-801
S-00-802
S-02-101
S-02-301
D-00-801
D-02-101
D-02-301
E-00-001
E-00-101
E-00-801
E-00-802
E-02-100
E-02-101
E-02-501
E-02-502
E-02-503
1-00-001
1-00-002
1-00-003
1-02-301
1-02-801
TITLE
04 - STRUCTURAL
GENERAL NOTES
STRUCTURAL DETAILS - 1
STRUCTURAL DETAILS - 2
FWPS PLAN
FWPS SECTIONS AND DETAILS
06 - PROCESS
FWPS PROCESS DETAILS AND MECHANICAL NOTES
FWPS PLAN AND PIPING PLAN
FWPS SETIONS AND DETAILS
09 - ELECTRICAL
LEGEND, ABBREVIATIONS AND GENERAL NOTES
762 PZ FWPS ELECTRICAL SITE PLAN
DETAILS - 1
DETAILS - 2
MAIN ELECTRICAL ROOM LAYOUT
FWPS ELECTRICAL PLAN
SINGLE LINE DIAGRAM
RISER DIAGRAMS
ELECTRICAL SCHEMATICS
10 - INSTRUMENTATION
SYMBOLS AND IDENTIFICATION SYSTEMS 1
SYMBOLS AND IDENTIFICATION SYSTEMS 2
SYMBOLS AND IDENTIFICATION SYSTEMS 3
PARTIAL NETWORK DIAGRAM
TYPICAL INSTRUMENTATION DETAILS
BrownD.
Caldwell '
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
CO
UNIONCOUNTY
WATER
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
G-00-002. DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
GENERAL
INDEX OF
DRAWINGS
DRAWING NUMBER
G-00-002
1
2
3
4
5
6

1
2
3
4
5
6
GENERAL NOTES:
1. THE NOTE IN THE TITLE BLOCK OF THIS DRAWING WHICH READS "TWO INCHES AT FULL SCALE" APPEARS ON DRAWINGS
FOR IDENTIFICATION OF SCALE DISTORTIONS ON HALF SIZE DRAWINGS AND DRAWING REPRODUCTIONS. IT SHALL MEAN
THAT THE DRAWING IS FULL SIZE AND THE DRAWING SCALES ACCURATE WHEN THE LENGTH OF THIS LINE IS TWO
INCHES. IF THE LENGTH IS OTHER THAN TWO INCHES, DRAWING SCALES MUST BE ADJUSTED ACCORDINGLY.
2. ALL WORK SHALL BE CONFINED TO EXISTING UNION COUNTY WATER EASEMENTS AND PROPERTY. OBTAIN WRITTEN
PERMISSION FROM THE PROPERTY OWNER IN ADVANCE OF ENTERING PROPERTY OUTSIDE THE EASEMENT LIMITS FOR
THE PROJECT.
3. RESTORE PAVING, STABILIZED EARTH, CURBS, DRIVEWAYS, SIDEWALKS, SIGNS, MAILBOXES, DRAINAGE CULVERTS,
FENCES, ETC., TO MATCH ORIGINAL CONDITION.
4. THE MINIMUM DEPTH OF COVER FOR ALL BURIED PIPE SHALL BE 48 INCHES.
5. EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO PERFORMING ANY EXCAVATION IN ANY
AREA AND SHALL BE MAINTAINED DURING WORK AND REMOVED WHEN WORK IS COMPLETED.
6. RESTORE DRAINAGE DITCHES AND SWALES DISTURBED BY CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL GRADE AND
LOCATION. INSTALL A TEMPORARY DITCH LINER OF JUTE OR OTHER BIODEGRADABLE GEOTEXTILE FABRIC ON BOTTOM
AND SIDE SLOPES.
7. RESTORE ANY PROPERTY PINS OR MARKERS THAT ARE DESTROYED OR DAMAGED DURING CONSTRUCTION.
8. PIPE TO BE CONSTRUCTED ON CONTINUOUS GRADE AND SLOPED TO AVOID ADDITIONAL HIGH POINTS.
9. EXISTING PIPING IS DESIGNATED BY SERVICE RATHER THAN MATERIAL TYPE. MATERIAL TYPES, IF KNOWN, APPEAR
OUTSIDE THE PIPING CALLOUT BUBBLE, AND MAY NOT BE THE SAME MATERIAL TYPES SPECIFIED FOR NEW PIPING.
10. ALL STANDARD DETAILS APPLY TO ALL THE CONTRACTOR'S WORK WHETHER SPECIFICALLY REFERENCED OR NOT.
11. SEE FRONT END SHEETS FOR EACH DISCIPLINES STANDARD SYMBOLS, ETC.
12. SEE ADDITIONAL GENERAL NOTES THROUGHOUT DRAWING SET.
13. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
14. IF PROPOSED UTILITY IS INSTALLED WITHIN 12 INCHES, HORIZONTAL OR VERTICAL, FROM A GAS MAIN, THE
CONTRACTOR SHALL INFORM PIEDMONT NATURAL GAS.
15. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT BEGINNING AND END OF DISTURBANCE AND EVERY 50 FEET
ALONG THE PROPOSED PIPELINE WHEN IT LIES WITHIN WETLANDS. NO FILL OR CUT SHALL BE EXECUTED IN FEMA OR
COMMUNITY FLOOD AREAS.
16. FLOODPLAIN DATA OBTAINED FROM FIRM (FLOOD INSURANCE RATE MAP) FOR UNION COUNTY, PANEL NO. 5418J AND
5408J.
17. ALIGNMENT OF THE WATER MAIN BOTH VERTICALLY AND HORIZONTALLY SHALL BE ACCOMPLISHED BY UTILIZING
ONE-HALF THE PIPE MANUFACTURER'S ALLOWABLE DEFLECTION IN THE PIPE JOINTS, FITTINGS, COUPLINGS, SPOOL
PIECES, ETC. THE BENDS SHOWN ON THE DRAWINGS PROVIDE GENERAL INFORMATION REGARDING THE ALIGNMENT OF
THE WATER MAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTIMATING AND PROVIDING ANY AND ALL
NECESSARY FITTINGS, COUPLINGS, SPOOL PIECES ETC. NECESSARY TO COMPLETE THE WATER MAIN AS ALIGNED ON
THE PLANS, AT NO ADDITIONAL COST TO THE OWNER.
18. PROVIDE SHORING, SHEETING AND BRACING, AS NEEDED, IN CONFORMANCE WITH THE APPLICABLE RULES AND
REGULATIONS PROMULGATED BY THE DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
(OSHA), INCLUDING OSHA MANUAL 2226, "EXCAVATIONS". WHEN REQUIRED BY RULES AND REGULATIONS, THE
CONTRACTOR SHALL PROVIDE DESIGNED SHORING SYSTEMS CERTIFICATIONS APPROVED BY A PROFESSIONAL
ENGINEER TO THE OWNER AND ENGINEER FOR REFERENCE ONLY.
19. COMPLY WITH THE GUIDELINES OF THE DEMLR'S STORMWATER DESIGN MANUAL DURING THE ENTIRE CONSTRUCTION
PERIOD. SEDIMENT AND EROSION CONTROL PRACTICES SHALL INCLUDE, BUT NOT BE LIMITED TO, SILT FENCES, BERMS,
SEDIMENT TUBES, CHECK DAMS, ETC. AS NEEDED OR AS DIRECTED BY THE ENGINEER.
20. RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONTOURS, UNLESS OTHERWISE NOTED.
21. AREAS DISTURBED BY CONSTRUCTION SHALL BE GRASSED IN ACCORDANCE WITH THE APPROVED SEEDING SCHEDULE
ON SHEET C-00-701, UNLESS OTHERWISE NOTED.
22. ANY EXISTING STORM DRAINAGE PIPE REMOVED OR DAMAGED DURING CONSTRUCTION OF THIS PROJECT WILL BE
REPLACED WITH THE SAME SIZE AND TYPE PIPE AS WAS PRESENT. ANY CHANGE IN PIPE SIZE OR TYPE WILL REQUIRE
APPROVAL FROM NCDOT PRIOR TO THE CHANGE BEING MADE. SIZE AND INVERTS OF NEW PIPES SHALL MATCH
EXISTING OR AS NEEDED TO PROVIDE PROPER DRAINAGE.
23. NOTE THE PROXIMITY OF POWER POLES, GUY WIRES AND TRANSFORMER BOXES IN RELATIONSHIP TO THE PROJECT
AND PROTECT DURING CONSTRUCTION. COORDINATE WITH UTILITY OWNER AS NEEDED TO PROTECT THE INTEGRITY OF
ALL POWER POLES AND GUY WIRES DURING CONSTRUCTION.
24. ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS DETERMINED FROM BEST AVAILABLE INFORMATION AND SITE
SURVEYS. HOWEVER, PRIOR TO BEGINNING ANY EXCAVATION, CALL NC 811 AT 1-800-632-4949 OR 811 TO LOCATE ALL
EXISTING UTILITIES. CONTRACTOR WILL CONFIRM THESE LOCATIONS AND DEPTHS WITH THE PROPER UTILITY
COMPANIES BEFORE CONSTRUCTION BEGINS.
25. REPAIR OR REPLACE EXISTING FEATURES DISTURBED OR DESTROYED DURING CONSTRUCTION OF THIS PROJECT AT
NO ADDITIONAL COST TO THE OWNER. THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, FENCES, IRRIGATION SYSTEMS,
SHRUBS, SMALL TREES, LANDSCAPING AND LANDSCAPING MATERIALS, CONCRETE CURBING, SIDEWALKS AND
ROADWAYS OUTSIDE THE AREAS OF DISTURBANCE.
26. ANY CONCRETE MONUMENT ENCOUNTERED DURING CONSTRUCTION WILL NEED TO REMAIN IN PLACE. IF MONUMENTS
NEED TO BE REMOVED, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, ENGINEER AND NCDOT FOR
REPLACEMENT OF THE MONUMENT.
27. THE CONTRACTOR SHALL RESTORE ROAD RIGHT OF WAYS TO EXISTING OR BETTER CONDITION. ALL DITCHES AND
SWALES SHALL BE RESTORED PER NCDOT STANDARD SPECIFICATIONS CONCERNING SLOPE AND GRADE. THE
CONTRACTOR SHALL DETERMINE GRADES ON EXISTING STORM CULVERTS PRIOR TO REMOVAL TO ENSURE PROPER
REPLACEMENT AT EXISTING GRADES AND ELEVATIONS.
28. THE CONTRACTOR SHALL RESTORE DRIVES WITH THE SAME OR LIKE MATERIAL AS EXISTING DRIVES. CONCRETE
DRIVES AND SIDEWALKS SHALL BE POURED WITH 3000 PSI FIBER FILLED CONCRETE A MINIMUM OF 4" THICK TO THE
NEAREST EXPANSION JOINT. ASPHALT DRIVES AND SIDEWALKS SHALL BE REPLACED WITH A TYPE I ASPHALT PER
NCDOT REQUIREMENTS TO A MINIMUM THICKNESS OF 2 INCHES.
29. THE WATER MAIN SHALL BE INSTALLED TO A DEPTH NECESSARY TO MAINTAIN A MINIMUM OF 4 FEET OF COVER AND
MINIMIZE LOCAL HIGH POINTS TO THE MAXIMUM EXTENT POSSIBLE.
30. PRESERVE AND PROTECT FROM INJURY ALL TREES NOT REQUIRED TO BE REMOVED. PROVIDE BARRICADES OR OTHER
TYPES OF TREE PROTECTION NECESSARY TO PREVENT UNNECESSARY DAMAGE TO TREES 6" IN DIAMETER OR LARGER.
ORNAMENTAL SHRUBBERY AND TREE BRANCHES SHALL BE TEMPORARILY TIED BACK, WHERE APPROPRIATE, TO
MINIMIZE DAMAGE.
31. THE CONTRACTOR SHALL USE RESTRAINED JOINT PIPE AT ALL BENDS ALONG THE WATER MAIN AS INDICATED ON THE
DRAWINGS. PIPE RESTRAINT SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND PIPE MANUFACTURER'S
RECOMMENDATIONS. THE RESTRAINED JOINT LENGTHS SHOWN ON THE PLANS ARE THE MINIMUM LENGTHS REQUIRED -
ACTUAL PIPE RESTRAINT LENGTHS WILL BE IN MULTIPLES OF THE LENGTH OF ONE PIECE OF PIPE (20' FOR DIP).
33. ALL FITTINGS SHALL BE DUCTILE IRON, COMPACT, MECHANICAL JOINT, MANUFACTURED IN ACCORDANCE WITH AWWA
C153, AND PRESSURE RATED FOR 350 PSI. STANDARD AWWA C110 M.J. FITTINGS MAY BE SUBSTITUTED WITH NO
ADDITIONAL COST TO THE OWNER FOR THE INCREASE IN WEIGHT.
34. MECHANICAL JOINT RESTRAINT DEVICES SHALL BE PROVIDED FOR ALL FITTINGS AND VALVES, AND SHALL BE MEGALUG
SERIES 1100 FOR DUCTILE IRON PIPE, OR SERIES 2000 FOR PVC PIPE.
35. ALL RESTRAINED JOINT DIP PIPE AND ALL PVC PIPE BOTH RESTRAINED AND NON -RESTRAINED SHALL BE INSTALLED IN
TYPE 3 BEDDING (AWWA C150 & C151) UNLESS OTHERWISE SHOWN.
36. PUSH -ON DUCTILE IRON WATER MAIN (NON -RESTRAINED JOINT) SHALL BE INSTALLED IN TYPE 2 BEDDING (AWWA C150 &
C151) UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
37. ALL CONNECTIONS TO THE EXISTING SYSTEM SHALL BE COORDINATED WITH THE OWNER.
38. ALL TREES, SHRUBBERY, SPOILS, ROCK„ ETC. THAT IS REMOVED/EXCAVATED FOR CONSTRUCTION OF THE PROPOSED
FACILITIES, AND NOT INCORPORATED INTO THE WORK (i.e. BACKFILL) SHALL BE HAULED OFF SITE AND DISPOSED OF BY
THE CONTRACTOR.
39. ANY FENCE REMOVED DUE TO WATER MAIN CONSTRUCTION MUST BE REPLACED. TEMPORARY FENCE WILL NEED TO BE
INSTALLED AT THE END OF EACH WORK DAY OR WHILE NO CREWS ARE PRESENT AT THE WORK SITE. REPLACEMENT
FENCE SHALL BE IN ACCORDANCE TO NCDOT STANDARDS.
40. THE CONTRACTOR SHALL MAKE A PRACTICAL EFFORT TO MINIMIZE THE ENTRY OF DIRT, DEBRIS AND OTHER FOREIGN
MATERIAL INTO THE PIPELINE DURING INSTALLATION.
41. THE CONTRACTOR SHALL COMPLY WITH ALL NCDOT, COUNTY ENCROACHMENT PERMITS AND RAILROAD PERMITS
OBTAINED BY THE OWNER. THE TRAFFIC CONTROL MEASURES SHOWN WITHIN THE PLAN SET AND SPECIFICATIONS ARE
FOR DESIGNING AND MAINTAINING TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NCDOT STANDARDS. THE
CONTRACTOR SHALL BE AWARE OF AND PROVIDE FOR ANY SPECIAL PROVISIONS WITHIN THE OBTAINED PERMITS
THAT MAY NOT BE SHOWN WITHIN THE PLANS OR SPECIFICATIONS.
42. WHERE EXISTING UTILITY SERVICES (WATER, SEWER, TELEPHONE, ETC.) ARE CROSSED AND NEED TO BE TEMPORARILY
INTERRUPTED, THE CONTRACTOR SHALL COORDINATE WITH THE PROPERTY OWNER AND UTILITY PROVIDER TO
PROVIDE SUFFICIENT NOTICE TO THE CUSTOMER OF AN INTERRUPTION IN SERVICE. SERVICE SHALL BE RESTORED AS
QUICKLY AS PRACTICAL.
43. THE TRENCH SHALL BE CUT TO ADHERE TO THE APPLICABLE OCCUPATION, SAFETY, AND HEALTH ADMINISTRATION
(OSHA) REQUIREMENTS. THE VERTICAL FACES SHALL BE SHORED TO MEET OSHA REQUIREMENTS, WHERE NECESSARY,
AND LATERAL AND VERTICAL SUPPORT MUST BE PROVIDED FOR ALL EXISTING FACILITIES AND STRUCTURES.
EXCAVATION METHODS SHALL FOLLOW THE CRITERIA OUTLINED IN CHAPTER 6. ALL FILL SOILS AND EXCAVATED SOILS
SHALL BE PLACED ON THE SIDE OF THE TRENCH AWAY FROM THE PAVEMENT. THE PAVEMENT WILL BE KEPT CLEAN OF
Survey Note:
Survey data was compiled from property information obtained through
Union County GIS Department and field data provided by Avioimage
Mapping Services, Inc., Charlotte, NC, and LDSI, Inc, Charlotte, NC.
All drawings reside within the North Carolina State Plane Coordinate
System with a Horizontal Datum (NAD83/2011), and Vertical Datum
(NAVD88).
*****UTILITY WARNING:*****
The underground utilities shown have been located from field survey information and existing drawings. The
engineer/surveyor makes no guarantee that the underground utilities shown comprise all such utilities in the area,
either in service or abandoned. The engineer/surveyor further does not warrant that the underground utilities shown
are in the exact location indicated although he does certify that they are located as accurately as possible from the
information available. The engineer/surveyor have not physically located any underground utilities.
GREATER. BEDDING SHALL CONSIST OF GRANULAR MATERIAL FREE OF LUMPS, CLODS, STONES, AND FROZEN
MATERIAL AND PREPARED TO PROVIDE THE PIPE WITH UNIFORM SUPPORT THROUGHOUT ITS LENGTH. UNSTABLE SOILS
AND ROCK LEDGES SHOULD BE SUB -EXCAVATED FROM THE BEDDING ZONE AND REPLACED BY SUITABLE MATERIAL.
FOR EXCAVATIONS UNDER THE ROADWAY THROUGH SHOULDERS: BACKFILLING OF TRENCHES IS TO BE ACCOMPLISHED
IMMEDIATELY AFTER PLACEMENT OF THE PIPE. TRENCHES WILL NOT BE LEFT OPEN DURING HOURS OF DARKNESS.
BACKFILL IS TO BE PLACED IN SIX (6) INCH LAYERS OR LESS WITH EACH LAYER BEING THOROUGHLY COMPACTED. CARE
SHOULD BE EXERCISED TO THOROUGHLY COMPACT THE MATERIAL AROUND AND OVER THE PIPE. EACH LAYER WILL BE
COMPACTED TO A DENSITY OF 95 PERCENT AS DETERMINED BY AASHTO METHOD T-99. ALL WORK SHALL BE
PERFORMED TO THE SATISFACTION OF THE DEPARTMENT. TRENCH SOIL (OR A SUBSTITUTE SUITABLE MATERIAL USED
FOR BACKFILL) MUST BE CAPABLE OF PRODUCING REQUIRED COMPACTION.
44. CONTRACTOR SHALL PROVIDE A CONSTRUCTION ENTRANCE AS DETAILED AT EACH POINT OF ACCESS ON AND OFF OF
THE ROADWAY.
45. CONTRACTOR WILL MAINTAIN ACCESS TO ALL PROPERTY OWNERS AT ALL TIMES DURING CONSTRUCTION UNTIL FINAL
INSPECTION AND APPROVAL IS OBTAINED. IF IN THE COURSE OF CONSTRUCTION DRIVEWAYS ARE TO BE CUT AND
ACCESS IMPAIRED THE CONTRACTOR WILL BE RESPONSIBLE TO INFORM EACH RESIDENT OF THE INCONVENIENCE AND
THE TIME, DATE AND LENGTH OF THE WORK TO BE DONE. REPLACEMENT OF DRIVEWAY MATERIAL SHALL BE IN KIND.
46. ALL PRESSURIZED UTILITY PIPE LINES CROSSING NCDOT ROADWAY EITHER IN AN OPEN CUT OR BY A BORING
OPERATION ARE TO BE ENCASED IN STEEL CASING OR BE DUCTILE IRON PIPE (DIP) AS INDICATED ON PERMIT
DRAWINGS.
47. ANY AREA BEHIND THE WORK ZONE WILL BE RESTORED TO ITS TYPICAL SECTION AND PREPARED FOR FINAL GRADING,
AND GRASSING IMMEDIATELY AS WORK PROGRESSES. CLEANUP AND EROSION CONTROL MEASURES IN AREAS WHERE
48. ANY EXISTING PAVEMENT MARKINGS OR TRAFFIC SIGNAGE ALTERED DURING THE INSTALLATION OF THIS PERMITTED
CONSTRUCTION WILL BE REPLACED BY THE PERMITTEE TO THEIR ORIGINAL CONDITION AS SOON AS POSSIBLE.
49. CONTRACTOR SHALL SUBMIT 48 HOUR NOTIFICATION FORM TO NCDOT AND SHALL OBTAIN AN APPROVED TRAFFIC
CONTROL PLAN BEFORE CONSTRUCTION BEGINS.
50. THERE SHALL BE NO EXCAVATION OF SOIL NEARER THAN TWO FEET FROM ANY PUBLIC UTILITY POLE OR APPURTENANT
FACILITY WITHOUT THE WRITTEN CONSENT OF THE OWNER THEREOF. SPECIAL PERMISSION OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AFTER AN OPPORTUNITY TO BE HEARD IS GIVEN THE OWNER OF SUCH POLE OR
APPURTENANT FACILITY MAY BE GIVEN.
51. NO EXCAVATED MATERIAL OR SPOIL IS TO BE PLACED ON THE PAVEMENT WITHOUT THE PERMISSION OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION, AND IF PERMISSION IS GRANTED, THIS MATERIAL MUST BE REMOVED
DAILY, AS SOON AS POSSIBLE. THE ROADWAY IS TO BE CLEANED OF ALL MATERIAL IN A MANNER AS TO PROTECT THE
EXISTING PAVEMENT. ANY PAVEMENT DESTROYED, OR MARKED BY THIS OPERATION WILL BE REMOVED AND REPLACED
AS REQUIRED.
52. ALL CROSS LINE PIPES ARE TO BE LOCATED AND FLAGGED PRIOR TO BEGINNING OPERATION. ANY CROSS LINE PIPES
AND/OR SIDELINE PIPES DISTURBED OR DAMAGED DURING CONSTRUCTION WILL BE REPLACED IMMEDIATELY. NEW
PIPE WILL BE PLACED ON PROPER GRADE, SEALED PROPERLY, AND CLEANED TO PROVIDE POSITIVE DRAINAGE. PIPES
ARE TO REMAIN UNCOVERED UNTIL A NORTH CAROLINA DEPARTMENT OF TRANSPORTATION INSPECTOR, INSPECT THE
PIPE, THE CONDITION, AND THE PLACEMENT IN THE TRENCH. THEN AT THAT TIME THE PIPE IS TO BE COVERED AND
COMPACTED AS REQUIRED.
53. ALL CLEARING INSIDE THE NCDOT RIGHT-OF-WAY WILL BE DONE IN ACCORDANCE WITH ALL NCDOT SPECIFICATIONS.
ALL STUMPS AND DEBRIS WILL BE REMOVED FROM THE RIGHT-OF-WAY AND DISPOSED OF OFF -SITE BY THE
CONTRACTOR. THEN PROPER DRAINAGE WILL BE RESTORED TO ALL DISTURBED AREAS.
54. EVERY EFFORT SHALL BE MADE TO NOT PLACE VALVES IN ROADSIDE DITCHES, BOTTOM OR IN THE SLOPES. NOTIFY
ENGINEER SHOULD SUCH CONFLICT ARISE.
55. A COPY OF THE APPROVED PERMIT WILL BE MADE AVAILABLE TO THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION AT THE WORK SITE AT ALL TIMES AND ALL WORK PERFORMED IN CONNECTION WITH THIS PERMIT
CURRENT EDITION.
56. NCDOT SHALL BE NOTIFIED WHEN WORK DEFINED IN THE PERMIT IS TO START AS WELL AS WHEN THE WORK IS
COMPLETED. REFERENCE SHALL BE MADE AS PERMIT NUMBER.
57. TRENCH SHALL BE PROPERLY BACKFILLED AND THOROUGHLY TAMPED IN ACCORDANCE WITH NCDOT STANDARDS.
58. CONTRACTOR TO ENSURE ALL PIPING SHALL HAVE AT A MINIMUM 42" OF COVER FROM TOP OF PIPE TO BOTTOM OF ANY
DITCH LINE.
BrownD.
Caldwell '
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
CO
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-00-001.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
CIVIL GENERAL
NOTES
DRAWING NUMBER
32. MAINTAIN A HORIZONTAL SEPARATION OF 10-FEET AND VERTICAL SEPARATION OF 18-INCHES BETWEEN SEWER MAINS
AND STORM MAINS.
59. THE LOCATION AND LIMITS OF WORK STORAGE AREAS (LAYDOWN AREAS) SHALL BE DETERMINED BY THE CONTRACTOR
AND ACCEPTABLE TO THE OWNER AND ENGINEER. THESE AREAS SHALL ABIDE BY ANY LOCAL AND STATE STORMWATER
OR WATER QUALITY ORDINANCES AT SHALL BE AT NO ADDITIONAL COST TO THE OWNER.
C-00-001
1
2
3
4
5
6

PLAN LEGEND
UTILITY LINE AND DESIGNATIONS
UTILITY DESIGNATION SYSTEMS
ENVIRONMENTAL
309 East Morehead
North Carolina
Surveyors
BrownAND
Caldwell
Board
ENGINEERING
Street,
[phone]
Suite
of Examiners
License
160,
No.
AND
Charlotte,
for
F-0785
D.
'
CONSULTING
NC 28202
Engineers and
CIVIL ABBREVIATIONS CIVIL SYMBOLS
OVERHEAD ELECTRIC
MH MANHOLE (UTILITY SERVICES)
PROPOSED FEATURES
LOD LOD LIMITS OF DISTURBANCE
j PIPING THRUST BLOCK
ARV AIR RELEASE VALVE
LIMITS OF CONSTRUCTION
W
WATER HANDHOLE
BMP BEST MANAGEMENT PRACTICES
NEW DIP WATER MAIN
LOC LOC
CMP CORRUGATED METAL PIPE
CPP CORRUGATED PLASTIC PIPE (SIZE LABELED)
NON -POTABLE WATER
O
WATER MANHOLE
DIP DUCTILE IRON PIPE
NPW NPW
IIIP011
SILT FENCE
WATER METER
90% SUBMITTAL
DWG DRAWING
IIII1111
NEW IN LINE BUTTERFLY VALVE
SF SF
(W)
EFF EFFLUENT FORCE MAIN
EX EXISTING
FH FIRE HYDRANT N NEW GATE VALVE
FM FORCE MAIN
EXISTING WIRE FENCE
e
w
WATER VALVE
WATER WELL
FOC FIBER OPTIC CABLE
X X X X
� NEW AIR RELEASE VALVE
GUY GUY WIRE
FO FO
Ea'FIRE
HYDRANT
HDD HORIZONTAL DIRECTIONAL DRILL
IE INVERT ELEVATION
INV INVERT
IPF IRON PIN FOUND -
11 N 4 NEW FIRE HYDRANT
EXISTING FIBER OPTIC
--- FO FO--- FUTURE FIBER OPTIC
FM FM
0
O
SANITARY SEWER MANHOLE / VAULT
SANITARY METER
-
LF LINEAR FEET - ,.''<
•--
EXISTING FORCEMAIN
:1—, = =
LP LIGHT POLE '',
NEW BLOW -OFF
EXISTING SANITARY SEWER
CO
SANITARY CLEANOUT
,..
.- �
SS SS
MB MAIL BOX ' ,.
TV TV
CB
DRAINAGE CATCH BASIN
MH MANHOLE
— UNDERGROUND TV
MISC MISCELLANEOUS
UCOM UCOM
CB
DRAINAGE CATCH BASIN (ROUND)
MJ MECHANICAL JOINT
EXISTING FEATURES
- UNDERGROUND COMMUNICATIONS
N/F NOW OR FORMERLY
UE UE
111111
DRAINAGE INLET
OHE OVERHEAD ELECTRIC R/W RIGHT-OF-WAY I • MAILBOX
PP POWER POLE PERMANENT EASEMENT
UNDERGROUND ELECTRIC
PVC POLYVINYL CHLORIDE 0 IRON PIN FOUND (IPF)
OVERHEAD ELECTRIC
OD
STORM DRAIN MANHOLE
TEMPORARY CONSTRUCTION EASEMENT
E E
RCP REINFORCED CONCRETE PIPE EXISTING TREE
tit
NATURAL GAS VALVE
RCW RECLAIMED WATER MAIN PROPERTY LINE (SPECIFIC)
GAS GAS — UNDERGROUND GAS
RJ RESTRAINED JOINT
0 TREE STUMP
W W
NATURAL GAS MANHOLE
RJP RESTRAINED JOINT PIPE WOODS / TREE LINE
R/W RIGHT-OF-WAY 18' RCP EXISTING STORM RCP 0 )1( SHRUB (MISCELLANEOUS)
EXISTING WATER
O
NATURAL GAS METER
SS SANITARY SEWER
WX EXISTING WATER (ABANDONED)
O
STA STATION PAVEMENT AREA Ct, FLAG POLE
UNK UNK
ELECTRICAL POWER POLE W/ GUY WIRE
STD STORM DRAINAGE q SATELLITE DISH
DIRT/GRAVEL
EXISTING UNKNOWN UTILITY
TBM TEMPORARY BENCHMARK — — (UNPAVED)
SIGNS (SPECIFIC)
T T
O
TELEPHONE MANHOLE
UNIONCOUNTY
WATER
(IP
0 0
TBOX TELECOMMUNICATION BOXJ
l
e.
+
EXISTING UNDERGROUND TELEPHONE
TPED TELEPHONE PEDESTAL
�:. a.. ..,.:. ,;....:.
CONCRETE AREA
UGCB UNDERGROUND CABLE BOX
,� # STONE
PLAY STRUCTURE
©
TELEPHONE PEDESTAL
UGTC UNDERGROUND TELEPHONE
WM WATER MAIN
WOS WATERS OF THE STATE
RIPRAP EROSION CONTROL
❑ BRICK COLUMN
4
COMMUNICATION MANHOLE
CABLE TV PEDESTAL
E GATE OST
• FENC
FENC
4
O
ELECTRICAL MANHOLE
• •
OO HVAC UNIT
H
ELECTRIC HANDHOLE
o UNIDENTIFIED UTILITY OBJECT
PB
ELECTRIC PULLBOX
• CONSTRUCTION
BENCHMARK
t
TS
ELECTRIC TRANSFORMER
TRAFFIC CONTROL STRUCTURE
PIPING IDENTIFICATION SYSTEM
ELECTRIC TOWER
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
Z UTILITY PEDESTAL
6" DS NEW/PROPOSED PIPING
® UTILITY MARKER
SERVICE ABBREVIATIONS
-)IIIE LIGHT POLE
PIPE SERVICE (SEE
LISTINGS ON DWG 00-G-005)
�• RAILROAD SIGNAL MARKER POST
PIPE SIZE
REVISIONS
REV
DATE
DESCRIPTION
TGING PIPING ENERAL NOTE 2)
6" DS (SEE
SYMBOLS
SITE AND SURVEY CONTROL SYMBOLS
6" DS 1 FUTURE PIPING
r• • • ' •
•-•-•-•-•
EARTH, CRUSHED ROCK GRAVEL
a o l TREE /GROUND COVER
SAND
OCP# SURVEY CONTROL POINT NUMBER
MISCELLANEOUS
4 SURVEY MONUMENT
LINE IS 2 INCHES
MATCH LINE
Jvvv`
a a
EROSION SEDIMENTATION CONTROL, FILTRATION
4 BORE LOCATION
I
AT FULL SIZE 1
DESIGNED: B. FRICK
_ _
SEE XX/X-XX-XXX 1
BED
a a
DRAWN: J. RUSH
REVISION TAG
PANEL POINT
CHECKED: -
NEW/PROPOSED LINEWORK
PLAN
NORTH
<
l`
RIPRAP
CHECKED:
APPROVED: B. WEST
TRUE NORTH
EXISTING LINEWORK
FILENAME
C-00-002.DWG
WETLANDS
FUTURE LINEWORK
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
••
NORTH ARROW REVISION CLOUD
EARTH, UNDISTURBED
CIVIL
CIVIL LEGENDS,
SYMBOLS AN D
ABBREVIATIONS
EL XXXX.XX EL XXXX.XX
IIII=111=111=111=111=111=I I1= EARTHWORK, COMPACTED FILL
111=111=111=111=1111 I 11 I 11
=1 11=1 11=1 11-1 11=i"-"'-'
LOCATION CL EL =
ELEVATION CALL OUT IN PIPE CENTERLINE LIQUID SURFACE ELEVATION
SECTION ELEVATION CALL SECTION OUT IN
u
�
� EARTH, CUT
x
I T T EARTH, FILL
DRAWING
-00-002
NUMBER
NOTE: THE DENMOLITION WILL WRAP AROUND
THE OBJECT APPEARING SLIGHTLY DIFFERENT
DEPENDING ON THE SHAPE OF THE OBJEXTS
DRAINAGE FLOW
BEING DEMOLISHED.
/
CI TREE REMOVAL

1
2
3
4
5
6
PROJECT DESCRIPTION
UNION COUNTY PLANS TO INSTALL APPROXIMATELY 39,400 LF OF 24" WATER
TRANSMISSION MAIN FROM THE YADKIN REGIONAL WATER TREATMENT
PLANT, SOUTH ALONG E. LAWYERS ROAD, MILLS HARRIS ROAD, AUSTIN
GROVE CHURCH ROAD, AND N, FOREST HILLS SCHOOL ROAD, TO AN
EXISTING 16 INCH WATER MAIN LOCATED AT THE NORTHEAST INTERSECTION
OF FLINT LOCK ROAD AND S. FOREST HILLS SCHOOL ROAD, GENERALLY ON
PRIVATE EASEMENT. THIS PROJECT INCLUDES THE CONSTRUCTION OF A
FINISH WATER PUMP STATION LOCATED AT THE YADKIN REGIONAL WATER
TREATMENT PLANT. LIMITS OF DISTURBANCE ARE DELINEATED ON EROSION
AND SEDIMENT CONTROL SHEETS AND PLAN AND PROFILE SHEETS.
CONTRACTOR TO INSTALL EROSION AND SEDIMENT CONTROL MEASURES
WITHIN THE LIMITS OF DISTURBANCE FOR THIS CONSTRUCTION PACKAGE.
ADJACENT SITE
THE PROJECT AREA IS GENERALLY BOUND BY NEW SALEM ROAD TO THE
NORTH AND HIGHWAY 74 TO THE SOUTH, PARALLELING E. LAWYERS ROAD,
MILLS HARRIS ROAD, AUSTIN GROVE CHURCH ROAD, AND N, FOREST HILLS
SCHOOL ROAD. CROSSING OF DELINEATED WETLAND AREAS ARE SHOWN ON
THE PLAN AND PROFILE SHEETS.
OFF -SITE AREAS
THERE WILL BE NO OFF -SITE AREAS DISTURBED AS A RESULT OF THIS
PROJECT. THE STAGING & STOCKPILE LOCATIONS WILL OCCUR WITHIN THE
LIMITS OF DISTURBANCE FOR EACH PHASE OF WORK.
THE CONTRACTOR SHALL LOCATE TEMPORARY SOIL STOCKPILES WITHIN
THE LIMITS OF DISTURBANCE OR AS APPROVED BY THE ENGINEER. SOIL
STOCKPILES SHALL BE PROTECTED WITH TEMPORARY SILT FENCE AND
STABILIZED WITH SEED AND MULCH OR OTHERWISE BE PROTECTED WITH
SEDIMENT TRAPPING MEASURES.
EROSION AND SEDIMENT CONTROL AREAS
EROSION AND SEDIMENT CONTROL MEASURES WILL INCLUDE TEMPORARY
SILT FENCE, SILT FENCE OUTLETS, TEMPORARY ROCK CHECK DAMS,
DIVERSION DITCHES, GRAVEL BAG CURB INLET PROTECTION, CONSTRUCTION
ENTRANCES, TEMPORARY STREAM CROSSINGS, EMBANKMENT
STABILIZATION, AND TEMPORARY SEEDING.
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED
AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND
SPECIFICATIONS OF THE NCDEQ EROSION AND SEDIMENT CONTROL
HANDBOOK. THE DESIGNATED EROSION AND SEDIMENT CONTROL
INSPECTOR HAS THE AUTHORITY TO ADD OR DELETE EROSION AND
SEDIMENT CONTROLS AS NECESSARY IN THE FIELD AS SITE CONDITIONS
CHANGE.
SILT FENCE - SILT FENCE WILL BE INSTALLED AT LOCATIONS AS SHOWN ON
THE EROSION AND SEDIMENT CONTROL PLAN SHEETS IN ORDER TO
INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM THE
DISTURBED AREAS DURING CONSTRUCTION OPERATIONS AND TO PREVENT
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
INLET PROTECTION - INLET PROTECTION DEVICES SHALL BE INSTALLED TO
PREVENT SEDIMENT FROM ENTERING YARD INLETS, GRATED STORM DRAINS,
OR DROP INLETS DURING CONSTRUCTION.
CONSTRUCTION ENTRANCES - A CONSTRUCTION ENTRANCE SHALL BE
EMPLOYED TO REDUCE THE AMOUNT OF MATERIAL TRANSPORTED OFF -SITE
BY CONSTRUCTION VEHICLES. THE CONSTRUCTION ENTRANCE SHALL BE
MAINTAINED AT THE LOCATION SHOWN ON THE EROSION AND SEDIMENT
CONTROL PLAN SHEETS FOR THE DURATION OF THE CONSTRUCTION AND
STABILIZATION.
TEMPORARY STREAM CROSSINGS - TEMPORARY STREAM CROSSINGS WILL
BE USED TO CROSS STREAMS AND PREVENT EROSION OR DAMAGE TO THE
EXISTING STREAM BANK.
SOIL STABILIZATION BLANKETS & MATTING - SIDE SLOPES SHALL BE
STABILIZED WITH STABILIZATION MATTING IN ACCORDANCE TO
SPECIFICATION 33 05 23.13.
TEMPORARY SEEDING - ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT
FOR A PERIOD OF FOURTEEN (14) DAYS OR GREATER, SHALL BE SEEDED
WITH THE TEMPORARY SEED MIX PROVIDED IN THE PLANS AND
SPECIFICATIONS. SEE SPECIFICATION 32 92 19.13 FOR SPECIFIC
MAINTENANCE ACTIVITIES.
PERMANENT STABILIZATION
PERMANENT SEEDING SHALL BE APPLIED TO ALL DISTURBED SOIL AREAS
PER SPECIFICATION 32 92 19.13
STORMWATER RUNOFF
THE OVERALL PROJECT INCLUDES MINIMAL ADDITIONAL IMPERVIOUS
SURFACES. ALL GRADES SHALL BE RESTORED TO EXISTING CONDITIONS.
GROUND STABILIZATION
IN ACCORDANCE WITH NPDES CONSTRUCTION STORMWATER GENERAL
PERMIT NCG010000, SECTION II.B.2 GROUND STABILIZATION REQUIREMENTS
ARE AS FOLLOWS AND ARE IDENTIFIED ON NPDES STABILIZATION SHEETS IN
THE PLAN SET:
1. ALL PERIMETER DIKES, SWALES, DITCHES, AND PERIMETER SLOPES
STEEPER THAN 4H:1V SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE
LAST LAND -DISTURBING ACTIVITY.
MAINTENANCE SCHEDULE
IN GENERAL, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
CHECKED DAILY, MAINTAINED CONTINUOUSLY, RELOCATED AS NECESSARY,
AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS
NECESSARY TO OBTAIN A DENSE STAND OF GRASS. THE FOLLOWING ITEMS
WILL BE CHECKED IN PARTICULAR:
1. SILT FENCE SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND AFTER
EACH RAINFALL, AND REPAIRS SHALL BE MADE IMMEDIATELY. SHOULD
THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR
BECOME INEFFECTIVE, IT SHALL BE REPLACED PROMPTLY. SEDIMENT
DEPOSITS SHALL BE REMOVED AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME. ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS SHALL BE REMOVED AND THE AREA SHALL BE BROUGHT TO
GRADE AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
2. INSPECT SILT FENCE OUTLETS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1-INCH OR GREATER) RAINFALL EVENT. CLEAR WASHED
STONE OF ANY DEBRIS OR SEDIMENT TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS. REPLACE STONE AS NEEDED.
3. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(1-INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE, OR
OTHER SEDIMENT FILTERING DEVICE, OF ANY DEBRIS OR OTHER
OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE
CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
SOILS
THE SOIL WITHIN THE LIMITS OF DISTURBANCE PRIMARILY CONTAINS SILTY
LOAMS AND CLAY WHICH GIVES A HYDROLOGIC SOIL CLASSIFICATIONS OF C.
EROSION AND SEDIMENT CONTROL NOTES
1. CONTRACTOR TO PERFORM SELF INSPECTION WEEKLY AT THE SITE
USING THE COMBINED SELF -INSPECTION FORM FROM THE NC DEMLR
WEBSITE.
2. A COPY OF THE APPROVED PLAN, THE CERTIFICATE OF APPROVAL, AND
LETTER OF APPROVAL ARE TO BE KEPT ON SITE. THE NPDES PERMIT
(WITH A MINIMUM OF 30 DAYS OF SELF -INSPECTION REPORTS) ARE TO BE
KEPT ON SITE AND A RAIN GAUGE IS TO BE INSTALLED AND MAINTAINED
FOR RECORD KEEPING UNTIL THE PROJECT IS CLOSED OUT BY NC
DEMLR.
3. CONTACT THE NC DEMLR MOORSVILLE REGIONAL OFFICE AT
(704-663-1699) AT LEAST 48 HOURS PRIOR TO COMMENCING THE
LAND -DISTURBING ACTIVITY.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED
PRIOR TO, OR AS THE FIRST STEP, IN CLEARING.
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN
SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER
THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO,
OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT
A SUPPLEMENTARY EROSION CONTROL PLAN TO NC DEMLR AND THE
CITY FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN
APPROVING AUTHORITY.
8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
9. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED IN TO AN
APPROVED FILTERING DEVICE.
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
PERIODICALLY, AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS, AND
WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN ONE (1)
INCH OF RAIN PER 24-HOUR PERIOD. ANY NECESSARY REPAIRS OR
CLEANUP TO MAINTAIN EFFECTIVENESS OF THE EROSION CONTROL
DEVICES SHALL BE MADE IMMEDIATELY.
11. EXCESS EXCAVATION DISPOSED OF OFF SITE SHALL BE DISPOSED OF IN
ACCORDANCE WITH THE NCDEQ EROSION AND SEDIMENT CONTROL
HANDBOOK.
12. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN
ACCORDANCE WITH NCDEQ EROSION AND SEDIMENT CONTROL
HANDBOOK AND SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP OF
LAND DISTURBING ACTIVITY.
13. EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED SO THAT
SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT ENTER STORM
DRAINAGE FACILITIES.
14. PROPERTIES ADJOINING THE SITE SHALL BE KEPT CLEAN OF MUD OR
SILT CARRIED FROM THE SITE BY VEHICULAR TRAFFIC OR RUNOFF.
15. THE DISPOSAL OF WASTE MATERIALS REMOVED FROM EROSION AND
SEDIMENT CONTROL FACILITIES AND THE DISPOSAL OF THESE
FACILITIES SHALL BE IN ACCORDANCE WITH THE NCDEQ EROSION AND
SEDIMENT CONTROL HANDBOOK.
16. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES
SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER
INSTALLATION.
17. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE
PROTECTED WITH TEMPORARY SILT FENCE AND STABILIZED WITH SEED
AND MULCH OR OTHERWISE BE PROTECTED WITH SEDIMENT TRAPPING
MEASURES. SOIL STOCKPILES MUST BE LOCATED WITHIN THE LIMITS OF
CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE
TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL
STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED
FROM THE PROJECT SITE.
18. NC DEMLR AND UNION COUNTY MAY MAKE A CONTINUING REVIEW AND
EVALUATION OF THE METHODS USED AND THE OVERALL EFFECTIVENESS
OF THE EROSION AND SEDIMENT CONTROL PROGRAM. IF ON -SITE
INSPECTIONS INDICATE THAT THE EROSION AND SEDIMENTATION
CONTROLLING STRUCTURES ARE NOT ADEQUATE, OR THERE IS A
CHANGE OF CIRCUMSTANCE SUCH THAT THE APPROVED PLAN CANNOT
BE CARRIED OUT, THE PLAN MAY BE AMENDED BY THE APPROVING
AUTHORITY.
19. SEDIMENT CONTROL MEASURES MAY REQUIRE MINOR FIELD
ADJUSTMENTS AT TIME OF CONSTRUCTION TO ENSURE THEIR INTENDED
PURPOSE IS ACCOMPLISHED.
20. EROSION CONTROL STRUCTURES SHALL REMAIN IN PLACE UNTIL
PERMANENT VEGETATION HAS BEEN ESTABLISHED ON THE EXPOSED
SOIL SURFACE AND THE INSPECTOR HAS APPROVED IT.
21. STREETS SHALL BE SWEPT DAILY DURING WORK ON ROADS. WASHING
OF ROADS IS NOT PERMITTED.
BrownD.
Caldwell '
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
CO
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-00-003.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
EROSION AND
SEDIMENTATION
CONTROL NOTES -1
DRAWING NUMBER
C-00-003
1
2
3
4
5
6

1
2
3
4
5
6
CONSTRUCTION SEQUENCE
1. THE CONSTRUCTION OF THE STABILIZATION MEASURES FOR THE PROJECT SHALL
BE COMPLETED BY PHASE TO REDUCE THE AMOUNT OF LAND DISTURBANCE AT
ANY GIVEN TIME. THE WORK SHALL BE SEQUENCED SUCH THAT ALL DISTURBED
AREAS AND THE STREAM BED AND BANKS ARE SEEDED, STABILIZED, AND MATTED
PRIOR TO PROCEEDING TO THE NEXT PHASE.
2. PRIOR TO ANY CONSTRUCTION ACTIVITY, SECURE ALL REQUIRED PERMITS FROM
NC DEMLR AND UNION COUNTY.
3. PRIOR TO BEGINNING CONSTRUCTION, CALL THE NC DEMLR MOORSVILLE
REGIONAL OFFICE AT (704-663-1699) TO SCHEDULE AN ON -SITE
PRE -CONSTRUCTION MEETING.
4. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF
COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES
OCCUR.
5. FOR EACH PHASE OF WORK, THE GENERAL CONSTRUCTION SEQUENCE SHALL BE
AS FOLLOWS:
5.1. THE CONTRACTOR SHALL CALL '811' 72 HOURS PRIOR TO ANY EXCAVATION
WORK.
5.2. AFTER STAKING/FLAGGING, CONTRACTOR AND ENGINEER SHALL REVIEW AND
MAKE ANY NECESSARY ADJUSTMENTS.
5.3. INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.
LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO ONLY THE AREA
NECESSARY TO INSTALL THE PERMITTED MEASURES.
5.4. CONTRACTOR SHALL LIMIT AMOUNT OF CLEARING TO THE EXTENT
PRACTICABLE IN ORDER TO PERFORM NECESSARY ACTIVITIES FOR
CONSTRUCTION. THE PROJECT MAY ONLY BE CLEARED ONE PHASE AT A TIME.
ANY ADDITIONAL SITE PREPARATION SHALL BE APPROVED BY THE ENGINEER.
5.5. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED, IF
NEEDED, AT LEAST ONCE PER WEEK AND AFTER EVERY RAINFALL EVENT.
5.6. STAKE IMPROVEMENTS FOR EACH PHASE AS NEEDED AND REQUIRED ON THE
DRAWINGS AND IN THE SPECIFICATIONS. AFTER STAKING, CONTRACTOR AND
ENGINEER SHALL REVIEW STAKING AND MAKE ANY NECESSARY ADJUSTMENTS
BEFORE COMMENCING EARTHWORKS.
5.7. INSTALL NECESSARY DEWATERING AND EROSION CONTROL MEASURES FOR
SITE. THE PUMPLINE AND ALL ASSOCIATED DEVICES SHOULD BE CONTAINED
WITHIN THE LIMITS OF DISTURBANCE AT ALL TIMES DURING CONSTRUCTION.
5.8. FOR SANITARY SEWER PIPE EXCAVATION AND INSTALLATION, CONTRACTOR
SHALL LIMIT THE LINEAR LENGTH OF TRENCH TO BE EXPOSED AND BACKFILLED
AT ONE TIME TO REDUCE EXPOSURE TO EROSION AND SEDIMENTATION.
ENTIRE EXPOSURE OF A GIVEN PIPE EXCAVATION AND INSTALLATION SHALL
NOT BE PERMITTED.
5.9. LIMIT DISTURBANCES TO THE LENGTH THAT CAN BE STABILIZED AT THE END OF
THE WORKING DAY. AS SECTIONS OF DISTURBED STREAM AREAS ARE
BROUGHT TO FINAL GRADES WITHIN A PHASE, PERMANENTLY STABILIZE THESE
AREAS BY APPLYING TEMPORARY SEED MIX, PERMANENT NATIVE SEED MIX,
STRAW MULCH, AND STABILIZATION MATTING ACCORDING TO THE DETAILS AND
SPECIFICATIONS. STABILIZATION IS REQUIRED WITHIN 7 CALENDAR DAYS FOR
ANY AREAS STEEPER THAN 4H:1V AND 14 CALENDAR DAYS OF COMPLETION OF
ANY PHASE OF GRADING OR INACTIVITY ON THE PROJECT SITE.
5.10. AS SECTIONS OF DISTURBED AREAS IN RESIDENTIAL YARDS ARE BROUGHT TO
FINAL GRADES WITHIN A PHASE, PERMANENTLY STABILIZE BY APPLYING
SPECIFIED PERMANENT SEED/SOD AND STRAW MULCH ACCORDING TO THE
DETAILS AND SPECIFICATIONS. STABILIZATION IS REQUIRED WITHIN 14
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING OR INACTIVITY
ON THE PROJECT SITE.ONCE ENTIRE SITE IS COMPLETE AND PERMANENTLY
STABILIZED, INSTALL ALL WOODY PLANT MATERIAL ACCORDING TO THE
DETAILS AND SPECIFICATIONS.
5.11. SITE STABILIZATION IS REQUIRED FOR ALL PHASES OF WORK PRIOR TO FINAL
APPROVAL OF GRADING PERMIT. GRASS UTILIZED AS PERMANENT GROUND
COVER MUST BE AT A MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST
80% COVERAGE THROUGHOUT THE SITE, WITH NO LARGE BARE PATCHES OR
EVIDENCE OF EROSION.
5.12. PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE
PERMANENTLY STABILIZED. AFTER SITE IS PERMANENTLY STABILIZED, REMOVE
ALL TEMPORARY EROSION CONTROL MEASURES AND PROVIDE PERMANENT
SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUND
COVER IS NOT ADEQUATE. SEDIMENT TRAPS MAY NOT BE REMOVED OR
CONVERTED TO PERMANENT BMPs UNTIL ALL UPLAND AREAS ARE
PERMANENTLY STABILIZED.
5.13. REMOVE AND PERMANENTLY STABILIZE THE CONSTRUCTION ENTRANCE(S),
ONCE EACH PHASE IS COMPLETE.
5.14. BEGIN WORK IN THE NEXT PHASE, IF APPLICABLE, BY STARTING AT NUMBER 6
OF THE CONSTRUCTION SEQUENCE.
6. INSPECT AND MAINTAIN EROSION CONTROL MEASURES FOR THE DURATION OF THE
PROJECT.
7. REPAIR ANY DAMAGES TO ITEMS THAT ARE NOT IDENTIFIED AS PART OF THIS
CONSTRUCTION AT NO ADDITIONAL COST TO OWNER.
8. REMOVE TREE PROTECTION AND SAFETY FENCE AS ALLOWED BY NC DEMLR, THE
COUNTY, AND THE ENGINEER.
9. NOTIFY UNION COUNTY TO SCHEDULE A SUBSTANTIAL COMPLETION INSPECTION
AT THE CONSTRUCTION SITE. PREPARE A PUNCHLIST OF ITEMS TO BE ADDRESSED
AS A RESULT OF THE SUBSTANTIAL COMPLETION INSPECTION.
10. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT NC DEMLR TO
CLOSE OUT THE E&SC PLAN.
DATE:
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE
WITH THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the delegated
authority having jurisdiction. All details and specifications shown on this sheet may not apply
depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within
Site Area Description
this many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper
than 3:1
7
If slopes are 10 feet or less in length and
are not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales, ditches;
(e) Areas with slopes
perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing activity.
Temporary ground stabilization shall be maintained in a manner to render the surface stable
against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
not dislodge the soil. Use one of the
Stabilize the ground sufficiently so that rain will
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
other mulches and tackifiers.
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
• Permanent grass seed covered with straw
or other mulches and tackifiers
• Geotextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings
covered with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete,
asphalt or retaining walls
• Rolled erosion control products with grass
seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during construction,
selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover or
surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as hazardous
waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to
a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface waters
unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff from
upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or provide
secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters
unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains, streams
or wetlands unless there is no alternative reasonably available. If 50 foot offset is not
attainable, provide relocation of portable toilet behind silt fence or place on a gravel pad
and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a
licensed sanitary waste hauler to remove leaking portable toilets and replace with
properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50
feet away from storm drain inlets, sediment basins, perimeter sediment controls and
surface waters unless it can be shown no other alternatives are reasonably available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five
feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with
the approved plan and any additional requirements. Soil stabilization is defined as
vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
A
O>
O
V
V,
<0
0
O> <0
O/o 0 o\ O`er SANDBAGS (TYP.)
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10 MIL
PLASTIC
LINING
SILT
FENCE
LA OR STAPLES
SECTION A -A
COHESIVE &
LOW BERMATION
10' MIN
AAAA/
A
�V V, >
<O> <O>
<Q> <Q>
A
< O c Ac Q>
/VVVV
�g SANDBAGS (TYP.)
SECTION B-B OR STAPLES
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
1:1
SIDE SLOP
(TYP.)
MIN.
& x'
MAX.
SANDBAGS (TYP.)
OR STAPLES
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE
WASHOUT
10' MIN
CLEARLY MARKED
SIGNAGE
NOTING DEVICE
(18'X24" MIN.)
10 MIL
PLASTIC LINING
1'.1 SIDE
SLOPE
(TYP )
3=0' MIN.&
X' MAX.
SANDBAGS (TYP.)
OR STAPLES
COHESIVE &
SOILFILTRATION
IERM TION
NOTES:
1. ACTUAL LOCATION DETERMINED
IN FIELD
2. THE CONCRETE WASHOUT
STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF
THE STRUCTURES CAPACITY.
3.CONCRETE WASHOUT
STRUCTURE NEEDS TO BE CLEARY
MARKED WITH SIGNAGE NOTING
DEVICE.
NOTES:
1. ACTUAL LOCATION DETERMINED
IN FIELD
2. THE CONCRETE WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM
12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and
state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in addition
place the mixer and associated materials on impervious barrier and within lot perimeter
silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for review
and approval. If local standard details are not available, use one of the two types of
temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must be
pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum, install
protection of storm drain inlet(s) closest to the washout which could receive spills or
overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project limits.
Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of in an
approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by
removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the label,
which lists directions for use, ingredients and first aid steps in case of accidental
poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible
or where they may spill or leak into wells, stormwater drains, ground water or surface
water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
PAGE:
NORTH CAROLINA
Environmental Quality
EFFECTIVE DATE: 11/12/2020
NCG-01 GROUND COVER & MATERIALS HANDLING
DATE:
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not
feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a)
(b)
(c)
(d)
(e)
(f)
The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal shall not commence until the E&SC plan authority has approved these items,
The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
Dewateringdischarges are treated with controls to minimize discharges ofpollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include properly sited, designed and maintained dewateringtanks, weir tanks, and filtration systems
9 9 pp p Y9Y
Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PAGE:
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Inspect
Frequency
(during normal
business hours)
Inspection records must include:
(1) Rain gauge
maintained in
good working
order
Daily
Daily rainfall amounts.
If no daily rain gauge observations are made during weekend
on holiday periods, and no individual -day rainfall information is
available, record the cumulative rain measurement for those
unattended days (this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded
as "Zero." The permittee may use another rain -monitoring
device approved by the Division.
(2) E&SC
Measures
At least once per 7
calendar days and
within 24 hours of
• ••• - ..............4.
inch in 24 hours.
1. Identification of the measures inspected
2. Date and Time of the inspection
3. Name of the person performing the inspection
Fndieatiow of whether the measures were operating properly
5. Description of maintenance needs for the measure
6. Description, Evidence, and date of corrective actions taken
(3) Stormwater
discharge
outfalls(SDOs)
At least once per 7
calendar days and
within 24 hours of
• ••• - ..............4..
inch in 24 hours.
1. Identification of the discharge outfalls inspected
2. Date and Time of the inspection
3. Name of the person performing the inspection
Evidence of: indicators of stormwater pollution such as oil
sheen, floating or suspended solids or discoloration
5. Indication of visible sediment leaving the site
6. Description, Evidence, and date corrective actions taken
(4) Perimeter
of Site
At least once per 7
calendar days and
within 24 hours of
••••-•••••••••••••.
inch in 24 hours.
If visible Sedimentation is found outside site limits, then record
of the following shall be made:
1) Actions taken to clean up or stabilize sediment that has left
••• the siteiirnits.••
2) Description, Evidence and date of corrective actions taken
3) An explanation as to the actions taken to control future
releases
(5) Streams or
wetlands
onsite or
offsite (where
accessible)
At least once per 7
calendar days and
within 24 hours of
• ••• - •• • • • ••• •• •• • .
inch in 24 hours.
If the stream or wetland has increased visible sedimentation or
has visible increased turbidity from the construction activity, then
a record of the following shall be made:
1) Deseriptioa, Evidence and date of corrective actions taken
2)Records of required reports to the appropriate Division
Regional Office per Part III, Section C, Item(2)(a) of this permit
(6) Ground
Stabilization
Measures
After each phase
of grading.
1. The phase of grading (installation of perimeter E&SC
measures, clearing and grubbing, installation of storm
drainage facilities, completion of all land -disturbing activity,
construction or redevelopment, permanent ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required timeframe
or assurance that they will be provided as soon as possible.
: 1 ne rain Inspection resets the requires i calenaar say Inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The
following items pertaining to the E&SC plan shall be kept on site and available for inspection at
all times during normal business hours.
Item to Document
Document Requirements
(a) Each E&SC measure has been installed and
does not significantly deviate from the locations,
dimensions and relative elevations shown on the
approved E&SC plan.
Initial and date each E&SC measure on a copy of
the approved E&SC plan or complete, date and
sign an inspection report that lists each E&SC
measure shown on the approved E&SC plan. This
documentation is required upon the initial
installation of the E&SC measures are modified
after initial installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC plan
or complete, date and sign an inspection report to
indicate completion of the construction phase.
(c) Ground cover is located and installed in
accordance with the approved E&SC plan.
Initial and date a copy of the approved E&SC plan
or complete, date and sign an inspection report to
indicate compliance with approved ground cover
specifications.
(d) The maintenance and repair requirements for
all E&SC measures have been performed.
Complete, date and sign an inspection report.
(e) Corrective actions have been taken to E&SC
measures.
Initial and date a copy of the approved E&SC plan
or complete, date and sign an inspection report to
indicate the completion of the corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the Division
or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact the
appropriate Division regional office within the timeframes and in accordance with the other
requirements listed below. Occurrences outside normal business hours may also be reported
to the Department's Environmental Emergency Center personnel at [phone].
Occurrence
Reporting Timeframe (After Discovery) and Other Requirements
(a) Visible
sediment
deposition in a
stream or wetland
•«--••••••••••«•••••-•••«•«••««•.««•.«•
•« --•••• •«••••» •••»•»••••««••»••..-•»• «•«•••»»
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a case -
by -case basis.
related caused, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure
compliance with the federal or state impaired -waters conditions.
(b) Oil spills and
release of
hazardous
substances per
item 1(b)-(c) above
•»--••••••••••»•••••-•••«•»••«»••«-•.-••» ••»••«-•.-•••••-
include information about the date, time, nature, volume and location
of the spill or release.
(c) Anticipated
bypasses [40 CFR
122.41(m)(3)]
• A report at least ten days before the date of the bypass, if possible.
The report shall include an evaluation of the anticipated quality and
effect of the bypass.
(d) Unanticipated
bypasses[40 CFR
122.41(m)(3)]
•« - - •• • •• • • •• •« • •• •• - ••• - • «• • - « • .--
•«-«•....«..........»••••••»«••.«.«......«..«......««
quality and effect of the bypass.
(e) Noncompliance
withthe conditions
of this permit that
may endanger
health or the
environment [40
CFR 122.41(1)(7)]
•«--•••.. ••...«•....-... -•«••-«•.--
•«--•••••-•••••••••.«•••••.»»•.«••..«•«• «•-•».«
noncompliance, and its causes; the period of noncompliance, including
exact dates and times, and if the noncompliance has not been
corrected, the anticipated time noncompliance is expected to continue;
and steps taken or planned to reduce, eliminate and prevent
reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
by -case basis.
BrownD.
Caldwell '
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-00-004.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
EROSION AND
SEDIMENTATION
--CONTROL NOTES -2
DRAWING NUMBER
NORTH CAROLINA
Environmental Quality
EFFECTIVE DATE: 11/12/2020
NCG01- SELF INSPECTION
C-00-004
1
2
3
4
5
6

1
2
3
4
5
6
0
PLAN
NORTH
1200
2400
SCALE IN FEET
YADKIN REGIONAL WATER
TREATMENT PLANT
FINISHED WATER PUMP STATION
SEE DRAWING D-02-101
DRAWING C-02-601
STA 0+00 THROUGH 8+00
DRAWING C-02-603
STA 16+00 THROUGH 24+00
DRAWING C-02-602
/STA 8+00 THROUGH 16+00
DRAWING C-02-604
STA 24+00 THROUGH 32+00
DRAWING C-02-605
STA 32+00 THROUGH 40+00
�1\
DRAWING C-02-606
STA40+00 THROUGH 48+00
N
yO
DRAWING C-02-620
STA 152+00 THROUGH 160+00
DRAWING C-02-619
STA 144+00 THROUGH 152+00
DRAWING C-02-625
STA 192+00 THROUGH 200+00
DRAWING C-02-624
STA 184+00 THROUGH 192+00
11 11
DRAWING C-02-623
STA 176+00 THROUGH 184+00
lb
DRAWING C-02-622
STA 168+00 THROUGH 176+00
1,\
DRAWING C-02-621
STA 160+00 THROUGH 168+00
/N
DRAWING C-02-609
STA 64+00 THROUGH 72+00
DRAWING C-02-608
STA 56+00 THROUGH 64+00
DRAWING C-02-607
STA 48+00 THROUGH 56+00
OLIVE BRANCH
BOOSTER
PUMP STATION
DRAWING
170+
DRAWING C-02-618
STA 136+00 THROUGH 144+00
DRAWING C-02-617
STA 128+00 THROUGH 136+00
DRAWING C-02-616
STA 120+00 THROUGH 128+00
DRAWING C-02-615
STA 112+00 THROUGH 120+00
C-02-614
STA 104+00 THROUGH 112+00
DRAWING C-02-613
STA 96+00 THROUGH 104+00
DRAWING C-02-612
STA 88+00 THROUGH 96+00
DRAWING C-02-611
STA 80+00 THROUGH 88+00
DRAWING C-02-610
STA 72+00 THROUGH 80+00
cr
Z
cr
m
w
J
DRAWING C-02-642 _
STA 328+00 THROUGH 336+00
DRAWING C-02-641 _
STA 320+00 THROUGH 328+00
DRAWING C-02-640
STA 312+00 THROUGH 320+00
1
DRAWING C-02-639
STA 304+00 THROUGH 312+00
DRAWING C-02-634
STA 264+00 THROUGH 272+00
DRAWING C-02-633
STA 256+00 THROUGH 264+00
DRAWING C-02-632
STA 248+00 THROUGH 256+00
DRAWING C-02-631
STA 240+00 THROUGH 248+00
DRAWING C-02-630
STA 232+00 THROUGH 240+00
MILLS HARRIS AD
1—o ROAD
DRAWING C-02-629
STA 224+00 THROUGH 232+00
DRAWING C-02-628
STA 216+00 THROUGH 224+00
DRAWING C-02-627
STA 208+00 THROUGH 216+00
DRAWING C-02-626
\A 200+00 THROUGH 2O8+00
HANEYRoiND
—
O
O
0
m
0
0
DRAWING C-02-638
STA 296+00 THROUGH 304+00
DRAWING C-02-637
STA 288+00 THROUGH 296+00
DRAWING C-02-636
STA 280+00 THROUGH 288
WINGATE
ELEVATED TANK
MARSHVILLE
ELEVATED TANK
7 DRAWING C-02-643
STA 336+00 THROUGH 344+00
DRAWING C-02-644
STA 344+00 THROUGH 352+00 I
DRAWING C-02-645
STA 352+00 THROUGH 360+00
L17\
DRAWING C-02-646
STA 360+00 THROUGH 368+00
DRAWING C-02-647
STA 368+00 THROUGH 376+00
II
DRAWING C-02-648
STA 376+00 THROUGH 384+00
DRAWING C-02-649
STA 384+00 THROUGH 392+00
1
DRAWING C-02-650
STA 392+00 THROUGH 394+00
PI I
OVERALL SHEET KEY PLAN
SCALE: 1" = 1200'
BrownD.
Caldwell '
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-00-201.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
OVERALL SHEET
KEY PLAN
DRAWING NUMBER
C-00-201
1
2
3
4
5
6

PLAN
NORTH
SCALE IN FEET
BENCH MARK LOCATION TABLE
#
NORTHING
EASTING
ELEV.
DESC.
1
481918.26
1566849.50
517.07
CDM-HV-39
2
481054.69
1566732.70
522.79
HV-1
3
479060.82
1567181.62
505.02
HV-3
4
479749.49
1568903.61
473.43
HV-4
5
476017.99
1568817.37
430.40
HV-5
6
476692.87
1570320.00
491.52
HV-6
7
474451.09
1570720.41
548.15
HV-7
8
474886.38
1573740.79
539.53
HV-8
9
472300.52
1573108.83
526.71
HV-9
10
473599.73
1575842.96
527.83
HV-10
YADKIN REGIONAL
WATER TREATMENT PLANT
1
2
BENCH MARK LOCATION TABLE
#
NORTHING
EASTING
ELEV.
DESC.
11
472329.25
1574607.29
538.70
HV-11
12
471776.93
1577433.68
526.98
HV-12
13
470031.82
1576050.15
547.13
HV-13
14
468333.68
1575278.01
550.77
HV-14
15
466305.52
1576390.03
540.53
HV-15
16
465631.20
1573927.03
526.76
HV-16
18
463584.90
1574099.87
571.00
HV-18
19
462280.07
1576056.50
568.57
HV-19
20
460800.47
1573928.34
588.97
HV-20
21
460187.14
1576676.78
556.38
HV-21
OLIVE BRANCH
BOOSTER
PUMP STATION
3
BENCH MARK LOCATION TABLE
#
NORTHING
EASTING
ELEV.
DESC.
22
459348.41
1578704.12
559.28
HV-22
23
458110.68
1576852.51
560.73
HV-23
24
457779.21
1577892.88
586.59
HV-24
25
455629.39
1575566.35
590.87
HV-25
26
455150.27
1576985.94
589.24
HV-26
27
454343.10
1573193.20
594.56
HV-27
28
452673.80
1575938.01
579.98
HV-28
29
451772.17
1577635.60
564.81
HV-29
30
451604.20
1575439.51
602.08
HV-30
MILLS HARRIS ROAD
4
WINGATE
ELEVATED TANK
5
6
J MARSHVILLE
ELEVATED TANK
GENERAL NOTES:
EXISTING CONDITIONS AND TOPOGRAPHY ARE BASED
ON SURVEY PERFORMED BY AVIOIMAGE MAPPING
SERVICES, INC, CHARLOTTE, NC, AND LDSI, INC,
CHARLOTTE, NC.
2. HORIZONTAL (NAD83/2011), VERTICAL DATUM (NAVD88)
ARE WITHIN THE NORTH CAROLINA STATE PLANE
COORDINATE SYSTEM.
3. YADKIN REGIONAL WATER TREATMENT PLANT
INFORMATION BASED ON CDM SMITH DRAWINGS, ISSUED
FOR CONSTRUCTION, JANUARY 2021. HORIZONTAL
DATUM (NAD83/2011), AND VERTICAL DATUM (NAVD88).
SURVEY CONTROL POINT
LOCATION MAP
SCALE: 1" = 1200'
6
C
B
A
BrownANo
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WATER
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REV
DATE
REVISIONS
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
C-00-202.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
SURVEY CONTROL
POINT LOCATION
MAP
DRAWING NUMBER
C-00-202

1
2
3
4
5
6
0
PLAN
NORTH
1200
2400
SCALE IN FEET
7
<1,
O
7
-78
YADKIN REGIONAL
WATER TREATMENT PLANT
B-69
B-70
-71
B-76Lu
C�
7 Au
\- Z
C)
SOIL BORE LOCATION TABLE
Point #
Northing
Easting
Description
1
451946.00
1576508.00
B-1
2
452128.00
1576299.00
B-2
3
452583.00
1576119.00
B-3
4
453137.00
1575803.00
B-4
5
453584.00
1575687.00
B-5
6
454098.00
1575643.00
B-6
7
454617.00
1575577.00
B-7
8
454854.00
1575573.00
B-8
9
455676.00
1576082.00
B-9
10
455902.00
1576411.00
B-10
11
456323.00
1576714.00
B-11
12
456628.00
1576891.00
B-12
13
457105.00
1577174.00
B-13
14
457506.00
1577386.00
B-14
15
458053.00
1577439.00
B-15
16
458624.00
1577275.00
B-16
17
458879.00
1577455.00
B-17
MciN?YRE RDAD
MILLS HARRIS ROAD
•
SOIL BORING LOCATIONS
SCALE: 1" = 1200'
SOIL BORE LOCATION TABLE
Point #
Northing
Easting
Description
18
459312.00
1577603.00
B-18
19
459671.00
1577583.00
B-19
20
460011.00
1577157.00
B-20
21
460243.00
1576801.00
B-21
22
460529.00
1576199.00
B-22
23
460688.00
1575798.00
B-23
24
460847.00
1575320.00
B-24
25
460984.00
1575002.00
B-25
26
461681.00
1574886.00
B-26
27
462142.00
1574947.00
B-27
28
462602.00
1575047.00
B-28
29
462977.00
1575152.00
B-29
30
463500.00
1575250.00
B-30
31
463942.00
1575446.00
B-31
32
464778.00
1575570.00
B-32
33
465020.00
1575436.00
B-33
34
465220.00
1575522.00
B-34
B-35
SOIL BORE LOCATION TABLE
Point #
Northing
Easting
Description
35
466087.00
1575699.00
B-35
36
466573.00
1575641.00
B-36
37
467094.00
1575749.00
B-37
38
467618.00
1575851.00
B-38
39
467901.00
1575945.00
B-39
40
468536.00
1575938.00
B-40
41
469131.00
1575942.00
B-41
42
469658.00
1576215.00
B-42
43
470116.00
1576089.00
B-43
44
470484.00
1576157.00
B-44
45
470940.00
1576372.00
B-45
46
471499.00
1576470.00
B-46
47
471841.00
1576439.00
B-47
48
472118.00
1575911.00
B-48
49
472470.00
1575178.00
B-49
50
472470.00
1575178.00
B-50
51
472780.00
1574730.00
B-51
B-34
B-32
B-31
B-3
B-29 •
SOIL BORE LOCATION TABLE
Point #
Northing
Easting
Description
52
472972.00
1574447.00
B-52
53
473286.00
1573659.00
B-53
54
473644.00
1573177.00
B-54
55
474103.00
1572826.00
B-55
56
474391.00
1572610.00
B-56
57
474803.00
1572234.00
B-57
58
475008.00
1571805.00
B-58
59
475252.00
1571254.00
B-59
60
475355.00
1571115.00
B-60
61
475495.00
1570347.00
B-61
62
475433.00
1569851.00
B-62
63
475511.00
1569507.00
B-63
64
475532.00
1568785.00
B-64
65
475962.00
1568771.00
B-65
66
476444.00
1568741.00
B-66
67
476964.00
1568414.00
B-67
68
477423.00
1568114.00
B-68
0
7O
-8
B-6
B-4
GENERAL NOTES:
1. REFERENCE GEOTECHNICAL ENGINEERING REPORT 762
PZ WATER MAIN TRANSMISSION, S&ME PROJECT
NUMBER 206047' FOR SOIL BORE DATA.
SOIL BORE LOCATION TABLE
Point #
Northing
Easting
Description
69
477916.00
1567991.00
B-69
70
478437.00
1567971.00
B-70
71
478823.00
1567981.00
B-71
72
479329.00
1568091.00
B-72
73
479828.00
1568077.00
B-73
74
480202.47
1568092.52
B-74
75
480633.00
1567782.00
B-75
76
481086.00
1567428.00
B-76
77
481490.00
1567238.00
B-77
78
481958.00
1567056.00
B-78
79
482198.00
1567397.00
B-79
80
482340.00
1567956.00
B-80
81
482384.00
1568437.00
B-81
82
482548.00
1568845.00
B-82
BrownD.
Caldwell '
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
CO
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-00-203.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
SOIL BORING
LOCATIONS
DRAWING NUMBER
C-00-203
1
2
3
4
5
6

1
2
3
4
5
6
SYMBOLS FOR EROSION AND SEDIMENT CONTROL PRACTICES
SITE PREPARATION
SURFACE ROUGHENING
TOP SOILING
TREE PRESERVATION AND PROTECTION
TEMPORARY GRAVEL CONSTRUCTION ENTRY/EXIT
SURFACE STABILIZATION
TD
TD
D
TEMPORARY SEEDING
PERMANENT SEEDING
SODDING
RIP RAP
TD — TEMPORARY DIVERSIONS
TD —
D —
D — PERMANENT DIVERSIONS
RUNOFF CONVEYANCE MEASURES
FL E0FABRIC-LINED SLOPES
RR
P
TSD
RIP RAP -LINED CHANNELS
PAVED CHANNELS
6.32
TEMPORARY SLOPE DRAINS
SILT FENCE OUTLET
TEMPORARY CONTRACTOR STAGING AREA
TEMPORARY CONSTRUCTION ENTRANCE
TEMPORARY EROSION CONTROL MATTING
LIMITS OF DISTURBANCE
'a v 0 'a v
0000000
n O O 0
LOD
OUTLET PROTECTION
OUTLET STAB. STRUCTURE
INLET PROTECTION
•
•
1111.
■ ■ ■
NOTES:
T
TEMPORARY FABRIC DROP
INLET PROTECTION
TEMPORARY BLOCK &
GRAVEL INLET PROTECTION
rw
SOD DROP INLET PROTECTION
SEDIMENT TUBE INLET PROTECTION
TEMPORARY SEDIMENT TRAP
SEDIMENT BASIN
SEDIMENT FENCE (SILT FENCE)
SINGLE ROW
TEMPORARY STREAM CROSSING
CHECK DAM
SEDIMENT TUBE
1. ABOVE SYMBOLS AND NUMBERS DENOTE EROSION AND SEDIMENT CONTROL
PRACTICES PER THE NORTH CAROLINA DEQ STORM WATER MANAGEMENT
BMP HANDBOOK, LATEST REVISION. THESE DETAILS ARE INCORPORATED BY
REFERENCE.
2. THE ABOVE LISTING IS GENERAL IN NATURE. SOME PRACTICES MAY NOT BE
REQUIRED ON THIS CONTRACT AND SOME PRACTICES NOT SHOWN MAY BE
REQUIRED.
SILT FENCING
PILE OF LOOSE
EXCAVATION
NOTE:
(1) PROVIDE SILT FENCING AROUND ALL PILE OF LOOSE EXCAVATED MATERIALS
FROM UTILITY DITCHES AS SHOWN ON THIS DRAWING.
(2) PROVIDE TEMPORARY GRASSING IN ACCORDANCE WITH TABLE SHOWN ON THIS
SHEET. PROVIDE TEMPORARY GRASSING IMMEDIATELY AFTER INSTALLATION OF
PIPING.
ESC A EROSION CONTROL FOR EXCAVATED MATERIALS
VARIES SCALE: NTS
BrownD.
Caldwell '
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
Practice Standards and Specifications
Table 6.24c Permanent Seeding Recommendations -- Piedmont Region
Common Name
Scientific Name
Cultivars
Type*
Percentage of
Mix
Optimal Planting
Dates
Soil Drainage
Adaptation
Shade
Tolerance
Height
Switchgrass
Panicum virgatum
Blackwell -- well drained
Shelter-- well drained
Kanlow -- poorly drained
Carthage -- well drained
Warm
Season
10-15%
Dec. 1 -Apr. 1
Cultivar
Dependent
Poor
6
Switchgrass
Panicum virgatum
Alamo -- poorly -drained
Warm
Season
10-15%
Dec.1 - May 1
Cultivar
Dependent
Poor
6
Indiangrass
Sorghastrum
nutans
Rumsey, Osage, Cheyenne
Warm
Season
10-30%
Dec. 1 -Apr. 1
Well -drained to
Droughty
Poor
6
Indiangrass
Sorghastrum
nutans
Lometa
Warm
Season
10-30%
Dec.1 - May 1
Well -drained to
Droughty
Poor
6
Deertongue
Dichanthelium
clandestinum
Tioga
Warm
Season
5-25%
Dec. 1 -Apr.1
Poorly -drained to
Droughty
Moderate
2
Big Bluestem
Andropogon
gerardii
Roundtree, Kaw, Earl
Warm
Season
10-30%
Dec. 1 - Apr. 1
Well -drained to
Droughty
Poor
6
Little Bluestem
Schizachyrium
scoparium
Cimarron
Warm
Season
10-30%
Dec. 1 - Apr. 1
Well -drained to
Droughty
Poor
4
Sweet Woodreed
Cinna arundinacea
Warm
Season
1-10%
Dec. 1 -Apr. 1
Poorly -drained to
Well -drained
Moderate
5
Rice Cutgrass
Leersia oryzoides
Warm
Season
5-25%
Dec. 1 -Apr. 1
Poorly -drained
Poor
5
Redtop Panicgrass
Panicum rigldulum
Warm
Season
10 20%
Dec. 1 -Apr.1
Well -drained
Poor
3.5
Beaked Panicgrass
Panicum anceps
Warm
Season
10-20%
Dec. 1 -Apr. 1
Poorly -drained
Moderate
3.5
Purple top
Tridens flavus
Warm
Season
5-10%
Dec. 1 - Apr. 1
Well -drained to
Droughty
Poor
2.5
Eastern
Gam magrass
Tripsacum
dactyioides
Warm
Season
5-10%
Dec. 1 -Apr.1
Well -drained to
Poorly -drained
Poor
4.5
Indian Woodoats
Chasmanthium
latifolium
Cold
Season
1-10%
Feb. 15 - Apr. 1,
Aug. 15 - Oct. 15
Well -drained to
Droughty
Moderate
4
Virginia Wildrye
Elymus virginicus
Cold
Season
5-25%
Feb. 15 - Apr. 1,
Aug. 15 - Oct. 15
Well -drained to
Droughty
Moderate
3
Eastern Bottle-
brush Grass
Elymus hystrix
Cold
Season
5-10%
Feb. 15 - Apr. 1,
Aug. 15 - Oct 15
Well -drained to
Droughty
Moderate
3
Rough Bentgrass
Agrostis scabra
Cold
Season
10-20%
Feb. 15 - Apr. 1,
Aug. 15 - Oct. 15
Poorly -drained
Poor
2.5
Winter Bentgrass
Agrostis hyemalis
Cold
Season
2-5%
Feb. 15- Apr. 1,
Aug. 15 - Oct. 15
Well -drained
Moderate
3.5
Soft Rush
Juncus effusus
Wetland
1-10%
Dec. 1 - May 1,
Sep. 1 - Nov. 1
Poorly -drained
Poor
4
Shallow Sedge
Carex lurida
Wetland
1-10%
Dec.1 - May 1,
Sep. 1 - Nov. 1
Poorly -drained
Poor
3
Fox Sedge
Carex vulpinoidea
Wetland
1-10%
Dec.1 - May 1,
Sep. 1 - Nov. 1
Poorly -drained
Poor
3
Leathery Rush
Juncus coriaceus
Wetland
2-5%
Dec.1 - May 1,
Sep. 1 - Nov. 1
Poorly -drained
Poor
2
* Pick at least four species, including one from each type.
6.24.6
Rev. 5/13
INSERT 2" GALVANIZED
ROOFING NAIL INTO
WOOD STAKE TO
HOLD STABILIZATION
BLANKET AS SHOWN
3' LENGTH BY
2"x2" STAKE
INSET 'A'
PLACE LIVE STAKES
2' ON CENTER (TYP.)
STAGGER LIVE STAKES
TOE OF SLOPE
PLAN VIEW
FINAL 12" OF FILL TO CONSIST OF SALVAGED OR IMPORTED
TOPSOIL. COMPACT THE TOP 12" TO 85% OF MAXIMUM DRY
DENSITY AS DETERMINED BY ASTM D698 TO OBTAIN FIRMNESS AND
FINAL GRADES.
BRING COMPACTED FILL TO WITHIN 12" OF FINAL GRADE
INSTALL SPECIFIED SEED MIX ABOVE
LIVE STAKES TO TOP OF BANK
TOP OF WETLAND
SHALL MATCH ELEVATION
PRIOR TO EXCAVATION
REMOVE AND STOCKPILE
TOP 18" OF SOIL IN WETLAND
AREA AND REPLACE AS BACKFILL
OVER THE PIPE FOR COVER
PIPE
LIVE STAKE SCHEDULE
CORNUS AMOMUM (SILKY DOGWOOD)
SAMBUCUS CANADENSIS (COMMON ELDERBERRY)
SEE PLAN VIEW ABOVE FOR
LAYOUT OF LIVE STAKES
SEE INSET 'A'
II III III III III
INSTALL 3' LENGTH 2"x2" WOOD STAKE
ALONG TOE OF BANK PLACED 2' ON
CENTER
n
SECTION VIEW
BANK STABILIZATION
DETAIL
SECURE BLANKET IN
TRENCH USING A
12" STAKE INTO
END OF BLANKET AT
TOP OF BANK
INSET 'B'
PLACE SPECIFIED SEED MIX ON TOPSOIL, APPLY
STRAW MULCH FOR 75% COVERAGE, THEN
INSTALL SOIL STABILIZATION BLANKET. ANCHOR
BLANKET USING 12" STAKES BASED ON
MANUFACTURER'S SPECIFICATIONS.
SEE INSET 'B'
GRADE SLOPE TO 2H:1V
COMPACTED FILL
PLACE ADDITIONAL 3' LENGTH 2"x2" WOOD STAKE
ALONG SEAMS AND ENDS OF SOIL STABILIZATION
BLANKET PLACED 2' ON CENTER
NOTE:
SPACINGS ARE NOTED ON THE DETAIL AND
QUANTITIES SHOULD BE DETERMINED BY
THE CONTRACTOR AT THE TIME OF
STABILIZATION.
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-00-701.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
EROSION AND
SEDIMENT CONTROL
DETAILS - 1
DRAWING NUMBER
NC - SEC SEEDING TABLE 6.24c
SCALE: NTS
VARIES SCALE: NTS
C-00-701
1
2
3
4
5
6

1
2
3
4
5
6
STEEL POST
WIRE FENCING
(IF APPLICABLE)
WOVEN FILTER FABRIC
GENERAL NOTES:
4' MAX.
CLASS 1 OR 2 RIP -RAP WITH
4 INCHES OF WASHED STONE
ON UPSTREAM FACE
CLASS 1 OR 2 RIP -RAP
�STEELPOST
1' MIN.
WASHED STONE
(NCDOT #5 OR #57)
FLOW
1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 INCHES.
2. CLASS 1 OR 2 RIP -RAP SHALL BE USED AND COVERED WITH 4 INCHES OF NCDOT #5 OR #57 WASHED STONE
ON THE UPSLOPE SIDE.
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE DIRECTION OF
THE INSPECTOR.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
MAINTENANCE NOTES:
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY
AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE
MADE IMMEDIATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED OR REMOVED IT.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE BARRIER. ANY
SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OUTLET IS REMOVED SHALL BE DRESSED
TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.
Sc c SILT FENCE OUTLET
VARIES SCALE: NTS
Z
2
Z_
2
M
DENUDED LIMITS / CLEARING
LIMITS / EASEMENT LINE
SILT FENCE
TEMPORARY DIVERSION
I I I I I I I I I I I I I I I I I I f 1 1 1 1 1 1 DYKE
SLOPE
CONSTRUCTION FENCE AND SILT FENCE AS SHOWN IN THE PLAN
VIEW PER THIS DETAIL.
HIGH HAZARD SEDIMENT FENCE SHALL BE REQUIRED WHEN
ADJACENT TO STREAMS AND WETLANDS (AS SHOWN ON PLANS,
SEE DETAIL C1207)
TYPICAL CONSTRUCTION AND SILT FENCE
PLACEMENT DETAIL
FILTER FABRIC MATERIAL STEEL FENCE POSTS
ALT: 2"x4" WOOD POST
2"x2"x14 GA. WIRE
FABRIC OR EQUIV
PROVIDE TYPE E GRAVEL BACKFILL IN
TRENCH AND ON BOTH SIDES OF FILTER
FENCE FABRIC ON THE SURFACE
8"
NOTES:
Lj
LJ
6' MAX
FILTER FABRIC MATERIAL 60" WIDE ROLLS,
MIRAFI 100X OR EQUIVALENT.
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2"x2"x14 GA. WIRE FABRIC OR
EQUIVALENT
IMMEMMEMMMOMMEMMI
IMMEMM■■■■■■■■■1
UMMEMM■■■■■■■■1
IMMEMM■■■■■■■■1
IMMEMM■■■■■■■1
AMMEMM■■■■■■■1
AMMEMM■■■■■■1
IMMEMM■■■■■■1
IMMEMM■■■■■1
UMMEMM■■■■1
IMMEMM■■■■1
r
II -
Tr
II
II
II
II
iJ u
— BURY BOTTOM OF FILTER FABRIC MATERIAL ....1 IN 8"x12" TRENCH
H11
rr
USE STANDARD SELF -FASTENER "T" OR "U" SECTION
STEEL POSTS.
ALT: 2"x4" WOOD POSTS.
1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO
AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY
AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE
POST.
2. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE
GROUND (MINIMUM OF 30 INCHES).
3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT
TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED.
4. FILTER FABRIC SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY
WIRE STAPLES AT LEAST 1 INCH LONG. THE FILTER FABRIC SHALL EXTEND INTO THE TRENCH A MINIMUM OF
12 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE.
5. THE TRENCH SHALL BE BACKFILLED WITH TYPE E GRAVEL BACKFILL.
6. UNLESS OTHERWISE NOTED, FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR
USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
7. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY
DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
8. REMOVE SEDIMENT WHEN IT REACHES 12 " IN HEIGHT, AND AT SUBSTANTIAL COMPLETION.
ESCD SILT FENCE
VARIES SCALE: NTS
PLACE GRAVEL BAGS SUCH THAT
NO GAPS ARE EVIDENT
CATCH BASIN
CURB INLET
FLOW
PONDING AREA FOR
SEDIMENT S EPARATION
BACK OF CURB
PLAN VIEW
NOTE: GRAVEL BAG SHOULD NOT
E HIGHER THAN TOP OF CURB
CURB INLET
11111111111111111111
CATCH BASIN
SECTION VIEW
NOTES:
SIDEWALK
FLOW
1. PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND
AND ALLOW SEDIMENT TO SEPARATE FROM RUNNOFF.
2. USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP) AND FILL WITH INCH
(OR SMALLER) GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT.
3. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT
AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.
4. WHEN INSTALLING CURB INLET PROTECTION DEVICES, NEVER BLOCK THE CURB INLET.
GRAVEL BAG CURB INLET
ESCE PROTECTION
VARIES SCALE: NTS
BrownD.
Caldwell '
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
CO
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
siv
. • Weil =1 — `a►i "r .i l a P4IN.re r +� `wry/ Ira"..011� f�
11P �•i►�I'�#�+*�- rl�J..d...:.r[ �1 +,, �_ 4-
w1 91 . , lfb „#� *.> ter_ -p • '"
:11;7[1:ta 117
1:::11 4' 11111+= 11� -11 l=dl +III ILt t -4I IIII111=
PLAN
CLASS 8 RIP RAP
1
2
1 •-6' MIm.
• 5 WASHED S`Tt)NE
... vim? illPf;:! -*--
v. fry mip ;p/tom -. -. -irt
-
4'TO8'
FLOW
CROSS SECTION
1
2' MAX
AT CENTER
J_
`tierei 1Jr11 hi tote
NOTES:
A _ MAXIMUM SPACING
A AND B ARE AT EQUAL ELEVATIONS
1. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR CHANNELS TO SLOW VELOCITY
OR TO CREATE SEDIMENT TRAPS.
2. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE
UPSTREAM DAM AT THE SAME ELEVATION AS THE DOWNSTREAM DAM (SEE MAXIMUM
SPACING DIAGRAM)
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-00-702.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
EROSION AND
SEDIMENT CONTROL
DETAILS-2
DRAWING NUMBER
ESC F TEMPORARY ROCK CHECK DAM
VARIES SCALE: NTS
C-00-702
1
2
3
4
5
6

50'
. 50'
24" MIN
ENVIRONMENTAL
309 East Morehead
North Carolina
Surveyors
BrownAND
Caldwell
Board
ENGINEERING
Street, Suite
[phone]
of Examiners
License
160,
No.
AND
Charlotte,
for
F-0785
•
CONSULTING
NC 28202
Engineers and
, /
, ,
7SLOPE
A),
,
KEY/ANCHOR
�--'--
+ 1rh
00
MATERIAL AT
12" MIN. TOP OF SLOPE.
-�/
_'MAX
- _-••-•-•
.................................... r
SPACING TYP.
�- 1
NATURAL
-�� ~
ACCEPTABLE
;, „ .,, , - -
_
\ ANCHOR
•„ ,
'........ . II'"" '1I
' •
.=
1 ,
�=� I
0R FILL p CUT
�..
90% SUBMITTAL
f
/7
��
SLOPES -
•--1A114,
s
L
_ 4�
_
36 MIN. SPACING TYP. *
C
411111,7
��
+,.
BERM }1�
7
FLOW ---
�
C
\
S RFACE FLOW DIVERTED BY SWALE
18" MIN
r
I
STEEL CABLE OR
AND/OR DIKE
� I
'
CHAIN
I I_ .III .III l I l. I I 1 1.
j
I
_
� I I
_-I
III-'
I
�
PROVIDE TEMPORARY
��
6 OVERLAP IN
Qir.
EROSION
NOTES
_
Jam-
�=
�
I
SLICE
1. REMOVE THE STRUCTURE WHEN NO LONGER NEEDED. (NOT TO EXCEED 1 YEAR).
2. ADDITIONAL MEASURES MAY BE REBURIED PER THE INSPECTOR BASED ON SPECIFIC SITE CONDITIONS.
3. LAND DISTURBING ACTIVITIES IN CONNECTION WITH CONSTRUCTION IN, ON, OVER OR UNDER A LAKE OR
NATURAL WATERCOURSE SHALL MINIMIZE THE EXTENT AND DURATION OF DISRUPTION OF THE STREAM
CHANNEL.
S- TEMPORARY STREAM CROSSING
I
-III-III-III-I
I
III
I
DITCH
II
j
I
= 1�
I
IT
-TT
CONTROL MATTING**
/
i
VASCALE: NTS
18"MIN
j//
FLOW
24" MIN
----------__:.-><-
/
J
/
NON -WOVEN GEOTEXTILE FILTER
�I I I-1 I I-'
/
CLOTH FABRIC 4' ABOVE SOURCE
UNIONCOUNTY
WATER
rillitl)
A
t
WATER.
f
v10
f'J� i
mil,/
1 f
,_•.;
1
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
' 10.- tftet f'
NOTES:
GENERAL NOTES:
19. O
.. != --- •-. 4 ." !�- r•-
� �i#����#^w ����;�•. ��,�r��•*}*�f�i�����_0
'
1. MACHINE COMPACTION OF ALL FILL IS REQUIRED. DIVERSIONS SUFFICIENT TO DIRECT ALL SEDIMENT -LADEN
1. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH.
-OA - ' . � *
.��� �• ,i1to*�*
8' MIDI z004
• 1.010
/ `'*
/ f
�Y�' � . ��
' ii� .i
�� �i�+#i�
, ...i 0 #* w��'#'•
i s 9.�'"l''j��`+.��
#* J.i • • •
lipHir
4+•
r
STORMWATER INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO CLEARING AND GRUBBING OF THE
AREA (OR IN CONJUNCTION WITH THIS OPERATION IF SEDIMENT CONTROLS AND DIVERSIONS ARE INSTALLED IS EACH
CRITICAL POINT IS REACHED).
2. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY CONSTRUCTION OPERATIONS.
3. DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE TO REMAIN IN PLACE OVER 30 DAYS.
4. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS. REPAIR AS NECESSARY.
2. DIMENSIONS SHOWN ARE MINIMUM, MANUFACTURED PRODUCTS MAY HAVE ADDITIONAL REQUIREMENTS THAT MUST BE MET.
3. SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLODS, STICKS, GRASS. MAT/BLANKETS SHALL HAVE GOOD SOIL CONTACT.a'+>E�i
4. THE DETAIL SHOWN IS FOR SLOPE MATTING. FOR CHANNEL OR PIPE OUTFALL MATTING SPECIFICATIONS, PLEASE REFER TO
NCESCPDM STANDARD #6.17 AND MANUFACTURER'S GUIDELINES.
*NORTH AMERICAN GREEN PRODUCT SC150 OR APPROVED EQUIVALENT
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
RAILROAD BALLAST OR SURGE
STONE --"
NOTES:
5. POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE. IF SLOPE EXCEEDS 2%, SEED AND MULCH DIVERSION.
ESC I EMBANKMENT MATTING
1. APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL SITE IS STABILIZED, FREQUENT CHECKS OF THE
TRY NOT TO EXCEED 5%.
VARIES SCALE: NTS
DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
2. RAILROAD BALLAST OR SURGE STONE SHALL BE USED. PAD TO BE50'LX20'WX6"DATAMINIMUM
3. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
SC-H DIVERSION DITCH
4. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
5. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOPDRESSING WITH STONE SILL BE NECESSARY; KEEP SOME HANDY.
6. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
VARIES SCALE: NTS
E �N PUMP AS
i ED O WOPiKA REA
REVISIONS
STREAM FLOW
REV
DATE
DESCRIPTION
0 / ELARRJER
CONSTRUCTION ENTRANCE
DETAIL
FILTER BAG. IF..--------1°1
NEEDED NW
-
WA Th
._,
ESC J
31E,
___
VARIES SCALE: NTS
INTAKE
NOTES
IIM FOP 919TAKE HOSE.
40
SEDIMENT TUBES 10. INSTALL TEMPORARY SEDIMENT TUBES AT DOWNSTREAM
SIDE OF ALL OPEN CUTS OF ROADS AND DRIVEWAYS AS A
-�
6rRE,AM FLOW BARRIER m
OPOF-
T- EOM
1. SEDIMENT TUBES SHALL BE OF THE TYPE AND MATERIAL AS SPECIFIED IN THE NORTH CAROLINA DHEC STORM
WATER MANAGEMENT BMP HANDBOOK. PRECAUTIONARY MEASURE UNTIL TRENCH IS BACKFILLED
AND PASSABLE. CONTRACTOR SHALL COORDINATE ROAD
� _
}
2. ALL ROCKS, CLODS, VEGETATION OR OTHER OBSTRUCTIONS SHALL BE REMOVED SO INSTALLED SEDIMENT 24" MAX CLOSURES WITH NCDOT AND DRIVE CLOSURES WITH THE
�
LINE IS 2 INCHES
TUBES HAVE DIRECT CONTACT WITH THE UNDERLYING SURFACE. SPACING �
IIII
3. SEDIMENT TUBES SHALL BE INSTALLED BY LAYING THEM FLAT ON THE GROUND. A SMALL TRENCH SHALL BE '' '' '' '' PROPERTY OWNERS. OPEN CUT AND BACKFILL OF ANY ROAD
�.�+vE.w�,
_
H
AT FULL SIZE
CONSTRUCTED TO A DEPTH THAT IS 20% OF THE SEDIMENT TUBE DIAMETER. THE SEDIMENT TUBE SHALL BE ,1,
LAID IN THE TRENCH AND THE UPSTREAM SEDIMENT TUBE SOIL INTERFACE COMPACTED. DO NOT9,
COMPLETELY BURY SEDIMENT TUBES DURING INSTALLATION.
4. LAP THE ENDS OF ADJACENT SEDIMENT TUBES A MINIMUM OF 6-INCHES TO PREVENT FLOW AND SEDIMENT
•, NI/yFOR
y, y,
`1' `fr `I'
DRIVEWAY SHALL BE COMPLETED IN THE SAME DAY.
,
`fr
INBTALL. SILT FENCE AT DOWNSTREAM
END OF WORK AREA, EXTEND SILT
PUMPED DIVERSION OF STREAM FLOW. RUN
BYPASS HOSE THROUGH THE EXISTING
DESIGNED: B. FRICK
DRAWN: J. RUSH
FENCE FROM T CULVERTS A. NEDESSAF YTO CREATE DRY
••
FROM PASSING THROUGH THE FIELD JOINT. NEVER STACK SEDIMENT TUBES ON TOP OF ONE ANOTHER. ,i,
5. AVOID DAMAGE TO SEDIMENT TUBES DURING INSTALLATION. SHOULD THE SEDIMENT TUBE BECOME DAMAGED L
DURING INSTALLATION, PLACE A STAKE ON BOTH SIDES OF THE DAMAGED AREA TERMINATING THE TUBE
SEGMENT AND INSTALL A NEW TUBE SEGMENT. PERFORM FIELD MONITORING TO VERIFY THAT INSTALLATION
PROCEDURES DO NOT DAMAGE SEDIMENT TUBES. REPLACE ALL DAMAGED SEDIMENT TUBES DAMAGED
i
�
,i, ,i, ,i, ,i,
NI,
`I' `I' `I' `I'
1
•1, •
NI,
`,
TOP 4F LANK
5OThIMITSCHECKED:
OF CLEARING AND 'GRADING ON BOTH 1+VORK AREAS AT CULVERT E ITS
S1DEF STREAM OHANNEL,
ESC-L CLEAN WATER DIVERSION DETAIL
CHECKED:
APPROVED: B. WEST
FILENAME
C-00-703.DWG
DURING INSTALLATION.
6. INSTALL SEDIMENT TUBES IN SWALES OR DRAINAGE DITCHES PERPENDICULAR TO THE WATER FLOW AND
EXTEND THEM UP THE SIDE SLOPES A MINIMUM OF 1-FOOT ABOVE THE DESIGN FLOW DEPTH. SPACE
SEDIMENT TUBES ACCORDING TO THE TABLE.
7. SELECT THE SEDIMENT TUBE LENGTH TO MINIMIZE THE NUMBER OF SEDIMENT TUBES NEEDED TO SPAN THE
WIDTH OF THE DRAINAGE CONVEYANCE. IF THE REQUIRED LENGTH (PERPENDICULAR TO THE WATER FLOW) IS 12"
LSPACING
(SEE TABLE)
MAX
VARIES SCALE: NTS
� '
PLASTIC SHEETING
1
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
••
CIVIL
EROSION AND
SEDIMENT CONTROL
DETAILS - 3
15-FEET, THEN ONE 15-FOOT SEDIMENT TUBE IS PREFERRED COMPARED TO TWO OVERLAPPING 10-FOOT
1 .:, I (-- I iL ,_1
SEDIMENT TUBES.
8. INSTALL SEDIMENT TUBES FOR DITCH CHECKS OVER BARE SOIL, MULCHED AREAS, OR EROSION CONTROL
SEDIMENT TUBE
I
-'.. , i J . •L.I'.;I-::
�• .
IVL
BLANKETS. KEEP SEDIMENT TUBES FOR DITCH CHECKS IN PLACE UNTIL FULLY ESTABLISHED VEGETATION AND
18" OR 24" DIAMETER
I
AC�l WORK AREA ,
.•
AI BASS
„ 5;
v
ROOT SYSTEMS HAVE COMPLETELY DEVELOPED AND CAN SURVIVE ON THEIR OWN.
9. INSPECTION AND MAINTENANCE OF TUBES SHALL BE AS FOLLOWS:._]
SEDIMENT TUBE SPACING TABLE
//�///////°
SLOPE
MAXIMUM SEDIMENT TUBE SPACING
- INSPECT SEDIMENT TUBES AFTER INSTALLATION FOR GAPS UNDER THE SEDIMENT TUBES AND FOR GAPS
\I�
BETWEEN THE JOINTS OF ADJACENT ENDS OF SEDIMENT TUBES. ,_ 4\_�
^ mir, , ■
LESS THAN 2%
150-FEET
- INSPECT EVERY 7-DAYS AND WITHIN 24-HOURS OF A RAINFALL EVENT OF 0.5-INCHES OR GREATER. 20% TUBE DIA _r
REPAIR ALL RILLS, GULLIES, AND UNDERCUTTING NEAR SEDIMENT TUBES.
II III
2%
100-FEET
-
- REMOVE ALL SEDIMENT DEPOSITS THAT IMPAIR THE FILTRATION CAPABILITY OF SEDIMENT TUBES WHEN
24" MIN
3%
75-FEET
STREAM FLOW BARRIER SECTION
THE SEDIMENT REACHES 1/3 THE HEIGHT OF THE EXPOSED SEDIMENT TUBE.
4%
50-FEET
SC M
VARIES SCALE: NTS
- REMOVE AND/OR REPLACE INSTALLED SEDIMENT TUBES AS REQUIRED TO ADAPT TO CHANGING
2" x 2" WOOD STAKE
5%
40-FEET
��
DRAWING
C-00-703
NUMBER
CONSTRUCTION SITE CONDITIONS.
- REMOVE SEDIMENT TUBES FROM THE SITE WHEN THE FUNCTIONAL LONGEVITY IS EXCEEDED AS WITH 24" O.C. SPACIN
6%
30-FEET
NOTE:
DETERMINED BY THE ENGINEER, INSPECTOR OR MANUFACTURER'S REPRESENTATIVE. GATHER SEDIMENT SEDIMENT TUBE DETAIL
GREATER THAN 6%
25-FEET
INTAKE MUST BE PROTECTED BY 4_Qns SLOT WELL SCREEN F APpEE WI I H NONWOVEN GEOTE}CTILE, AND
TUBES AND DISPOSE OF THEM IN REGULAR MEANS AS NON -HAZARDOUS, INERT MATERIAL. ESC K
sUFRROUNDEI'D WITH R-2 STONE.
- PRIOR TO FINAL STABILIZATION, BACKFILL ALL TRENCHES, DEPRESSIONS AND OTHER GROUND VARIES SCALE: NTS
DISTURBANCES CAUSED BY THE REMOVAL OF SEDIMENT TUBES. ��

1
2
3
4
5
6
WETLAND AND STREAM NOTES
1. ALL WORK IN WETLANDS OR WATERS OF THE U.S. WILL BE PERFORMED IN ACCORDANCE
FEDERAL AND STATE PERMITS OR APPROVALS ISSUED FOR THIS PROJECT.
2. CONTRACTOR SHALL MINIMIZE TO THE MAXIMUM EXTENT PRACTICABLE ANY EFFECTS TO
THE AQUATIC HABITAT WHEN CROSSING STREAMS BY RESTRICTING FLOW. WORK WILL BE
PERFORMED IN STREAMS DURING PERIODS OF LOW -FLOW. THERE WILL BE NO OPEN CUT
OF STREAMS WITHOUT FIRST INSTALLING PUMP AROUNDS. ALL STREAM CROSSINGS WILL
BE PERPENDICULAR TO FLOW.
3. ALL WETLANDS, STREAMS AND FLOODPLAIN AREAS SHALL BE RESORTED TO THEIR
PRECONSTRUCTION CONTOURS AND ELEVATIONS. THIS MAY REQUIRE REMOVING AND
HAULING TO AN OFF -SITE LOCATION, OVERBURDEN FROM THE PIPE INSTALLATION.
4. HEAVY EQUIPMENT WORKING IN WETLANDS MUST BE ON MATS OR OTHER MEASURES
MUST BE TAKEN TO MINIMIZE HYDRIC SOIL DISTURBANCE.
5. REMOVE TOP 12 INCHES OF SOIL FROM WETLANDS AREAS; EXCAVATE, STOCKPILE AND
REPLACE AFTER CONSTRUCTION. PLACE EXCAVATED TOPSOIL ON FILTER FABRIC WHEN
STOCKPILING. RE -SEED WETLANDS WITH CUSTOM SEED MIX OF NATIVE SPECIES SUCH AS
ERNSTMX-308 (OR EQUIVALENT). USE OF FESCUE GRASS IS PROHIBITED IN WETLANDS OR
ON STREAM BANKS.
6. CONTRACTOR TO PROTECT ENDANGERED SPECIES, IF ANY, IDENTIFIED IN REGULATORY
PERMITS AND DESIGNATED IN THE FIELD OR ON ENGINEERING DRAWINGS WHERE
APPLICABLE.
7. IF CONTRACTOR UNEARTHS HISTORIC, CULTURAL OR ARCHEOLOGICAL REMAINS OR
ARTIFACTS DURING CONSTRUCTION, IMMEDIATELY NOTIFY THE OFFICE OF STATE
ARCHEOLOGY. AVOID CONSTRUCTION ACTIVITIES IN SAID AREA UNTIL REQUIRED
COORDINATION BY THE OFFICE OF STATE ARCHEOLOGY HAS BEEN COMPLETED.
8. CONTRACTOR SHALL NOT ALLOW DISCHARGE OF EXCAVATED OR FILL MATERIALS INTO
WATERS OF THE U.S. INCLUDING WETLANDS, PONDS, AND STREAMS.
9. ALL WORK SHALL BE IN CONFORMANCE WITH THE STATE OF NORTH CAROLINA WATER
QUALITY GENERAL CERTIFICATION NO. 4133, EFFECTIVE DECEMBER 1, 2017.
10. LIVE OR FRESH CONCRETE INCLUDING BAGS OF UNCURED CONCRETE SHALL NOT COME
INTO CONTACT WITH STREAMS OR WETLANDS UNTIL IT HAS SET AND CURED. WATER
THAT INADVERTENTLY CONTACTS UNCURED CONCRETE SHALL NOT BE DISCHARGED TO
WATERS OF THE U.S.
11. IF CONSTRUCTION REQUIRES INSTALLING TEMPORARY RIP RAP, CONTRACTOR SHALL USE
FILTER FABRIC UNDER THE RIP RAP. RIP RAP MATERIAL SHALL BE CLEAN AND FREE FROM
LOOSE DIRT. RESTRICT RIP RAP TO THE AREA DIRECTLY IMPACTED BY THE
CONSTRUCTION ACTIVITY.
12. PIPES INSTALLED UNDER STREAMS WILL BE COVERED BY A MINIMUM OF 3 FEET OF FILL
AND TOPPED WITH NATURAL STREAM BED MATERIAL OF AT LEAST 12 INCHES.
TEMPORARY RIP RAP SHALL BE REMOVED FROM STREAM BEDS AND STREAM BANKS.
13. IMMEDIATELY UPON COMPLETION OF WORK INVOLVING IMPACTS TO STREAM BANKS OR
STREAM BEDS, CONTRACTOR SHALL REMOVE ALL RIP RAP, PUMP AROUNDS AND
SEDIMENT AND EROSION CONTROL DEVICES OR MATERIALS AND RESTORE STREAM
BANKS AND BEDS TO PRE -CONSTRUCTION ELEVATIONS AND CONTOURS USING NATURAL
CHANNEL DESIGN METHODS AND MATERIALS. STREAM BANKS WILL BE RESTORED USING
THE APPROPRIATE NATIVE SEED MIX SUCH AS ERNSTMX-307 (OR EQUIVALENT). SEED
WILL BE COVERED WITH CLEAN STRAW AND THEN COVERED WITH MATTING. MATTING
USED WILL BE 700 GRAM COIR FIBER MATTING INSTALLED USING ECO STAKES (OR
EQUIVALENT). NO METAL LANDSCAPE STAPLES WILL BE USED TO SECURE MATTING ON
STREAM BANKS. STREAM BANKS WILL THEN BE RESTORED WITH APPROPRIATE NATIVE
TREE AND SHRUB SPECIES.
14. FOR CONSTRUCTION CORRIDORS IN WETLANDS AND STREAM CHANNELS, STUMPS SHALL
BE GRUBBED ONLY AS NEEDED TO INSTALL THE UTILITY LINE. REMAINING STUMPS SHALL
BE CUT AT GRADE LEVEL.
15. MIXING OF TOPSOIL AND SUBSOIL WITHIN WETLANDS SHALL BE MINIMIZED TO THE
GREATEST EXTENT POSSIBLE.
16. SEDIMENT AND EROSION CONTROL MEASURES SHALL NOT BE PLACED IN WETLANDS OR
WATERS OF THE U.S. EXCEPT WITHIN THE FOOTPRINT OF THE IMPACTS AUTHORIZED BY
THE STATE WATER QUALITY CERTIFICATION AND AS SHOWN ON PLANS.
17. ALL WORK WITHIN STREAMS SHALL BE CONDUCTED SO THAT FLOWING WATER IN STREAM
DOES NOT COME IN CONTACT WITH THE DISTURBED AREA.
18. SYNTHETIC FERTILIZER WILL NOT BE USED WITHIN WETLANDS OR ON STREAM BANKS.
WHERE SYNTHETIC FERTILIZERS ARE REQUIRED IN AREAS ADJACENT TO STREAMS OR
WETLANDS, IT SHALL BE APPLIED IN A MANNER THAT MINIMIZES RISK OF CONTACT
BETWEEN FERTILIZER AND SURFACE WATERS.
19. ALL PROPOSED TEMPORARY CULVERTS SHALL BE REMOVED AND THE IMPACTED AREA
RETURNED TO PRECONSTRUCTION ELEVATIONS AND CONTOURS WITHIN 60 CALENDAR
DAYS AFTER THE TEMPORARY IMPACT IS NO LONGER NECESSARY.
20. MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHALL BE INSPECTED AND
MAINTAINED REGULARLY TO PREVENT CONTAMINATION OF SURFACE WATERS OR
WETLANDS FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR OTHER TOXIC MATERIALS.
CONSTRUCTION SHALL BE STAGED TO MINIMIZE EXPOSURE OF EQUIPMENT TO SURFACE
WATERS. FUELING, LUBRICATION, AND MAINTENANCE SHALL NOT BE PERFORMED WITHIN
50 FEET OF A WATER BODY OR WETLANDS.
21 CONTRACTOR SHALL REPORT TO NCDEQ ANY PETROLEUM SPILL OF 25 GALLONS OR
MORE; ANY SPILL REGARDLESS OF AMOUNT THAT CAUSES A SHEEN ON SURFACE
WATERS; ANY PETROLEUM SPILLS REGARDLESS OF AMOUNT OCCURRING WITHIN 100
FEET OF SURFACE WATERS, AND ANY PETROLEUM SPILL LESS THAN 25 GALLONS THAT
CANNOT BE CLEANED UP WITHIN 24 HOURS.
22 EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH AND/OR PLASTIC
TWINE SHALL NOT BE USED ALONG STREAM BANK OR WITHIN WETLANDS. MATTING USED
ON STREAM BANKS SHALL BE 700 GRAM COIR FIBER INSTALLED USING WOODEN ECO
STAKES (OR EQUIVALENT). NO METAL LANDSCAPE STAPLES WILL BE USED TO HOLD
MATTING ON STREAM BANKS.
BUFFER WIDTH
VARIES
— TOP OF
BANK
SPACING PER
PLANTING PLAN
BANKFULL
RESTORED
CHANNEL
UPPER BANKS
�PN�(ZN�PP PN
P
TOE OF SLOPE
(sc_ri STREAM CROSSING RESTORATION DETAIL
VARIES SCALE: NTS
STREAM BANK RESTORATION PLANT SCHEDULE
Location
Scientific Name
Common Name
Size
Spacing
Toe of slope 2 rows staggered
Salix sericea
Silky Willow
2 ft livestake
2 ft oc
Toe of slope 2 rows staggered
Cornus amomum
Silky Dogwood
2 ft livestake
2 ft oc
Toe of slope 2 rows staggered
Sambucus nigra
Elderberry
2 ft livestake
2 ft oc
Upper banks
Lindera benzoin
Spice Bush
tubeling
6 ft oc
Upper banks
Asimina triloba
Paw Paw
tubeling
6 ft oc
Upper banks
Callicarpa americana
Beautyberry
tubeling
6 ft oc
Upper banks
Viburnum dentatum
Arrowwood viburnum
tubeling
6 ft oc
Top of banks
Juniperus virginiana
Easter Red Cedar
3 gallon
10 ft oc
Top of banks
Liriodendron tuliperfolia
Poplar
3/4 inch caliper
10 ft oc
Top of banks
Quercus alba
White Oak
3/4 inch caliper
10 ft oc
Top of banks
Quercus nigra
Water Oak
3/4 inch caliper
10 ft oc
Top of banks
Quercus phellos
Willow Oak
3/4 inch caliper
10 ft oc
Top of banks
Quercus rubra
Northern Red Oak
3/4 inch caliper
10 ft oc
Top of banks
Plantanus occidentalis
Sycamore
3/4 inch caliper
10 ft oc
BrownD.
Caldwell '
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-00-704. D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
EROSION AND
SEDIMENT CONTROL
DETAILS - 4
DRAWING NUMBER
C-00-704
1
2
3
4
5
6

1
2
3
4
5
6
TYPICAL VERTICAL TRENCH
SHEETING OR SHORING
AS REQUIRED
2" SAW CUT
MIN
...................
TYPICAL UNRESTRICTED TRENCH
CUT SHORING 18" BELOW
FINISHED GRADE AND
LEAVE IN PLACE
SUBSEQUENT
BACKFILL
(TRENCH ZONE)
PIPE ZONE *
TOE
PENETRATION
OF SHEETING
NOTES:
REPLACE PAVEMENT TO MATCH
EXISTING WHERE REQUIRED
SEE SPECS
FOR SUBGRADE
REQUIREMENTS
SLOPING SIDES
TRENCH
WIDTH
VARIES
12" MIN
4" MIN
6"-12" TRENCH STABILIZATION
w/#57 STONE (ASTM C33) WHERE
NEEDED & DIRECTED.
1. IN THE AREAS WHERE GROUND WATER IS ENCOUNTERED IN THE PIPE ZONE, AND TYPE C MATERIAL WOULD
NORMALLY BE SUITABLE FOR BEDDING AND INITIAL BACKFILL, THE OWNER OR ENGINEER MAY DIRECT THE
CONTRACTOR, AS ADDITIONAL TRENCH STABILIZATION, TO USE COMPACTED STONE (TYPE K) BACKFILL UP TO
THE STATIC GROUND WATER TABLE LEVEL PLUS ADDITIONAL 1-FOOT.
2. TYPICAL TRENCH WILL BE A MINIMUM OF 3'-0" FROM EDGE OF PAVEMENT.
TYPICAL TRENCH SECTION
n DETAIL
VARIES SCALE: NTS
COMPACTED
SUBSEQUENT
BACKFILL
CONCRETE CRADLE
(SEE NOTE 1)
COMPACTED CLASS Al
INITIAL BACKFILL
WITHIN PIPE ZONE
12"
24" WATER MAIN
COMPACTED CLASS Al
INITIAL BACKFILL
NOTES:
1.) CONCRETE CRADLE EXTENDS TO EDGE OF TRENCH FOR WATER MAIN CONSTRUCTION.
2.) SUBSEQUENT BACKFILL AND ASPHALT REPAIR SECTION PER G/ 000-C-001.
CONCRETE SUPPORT CRADLE
in DETAIL
VARIES SCALE: NTS
0.75 Bc
- 18"
Put_Lsi_QT �
CE1TER FA
SURFACE
UrrOVG JJIFS f�
CONE C.N
CORNER)
NOTES:
1. LOGO TO BE SPECIFIED: FINISHED WATER.
2. THIS COVER IS RATED FOR A STATIC DESIGN LOAD OF
15,000 LBS OVER A 10" X 10" AREA AND MUST PASS A MIN.
STATIC TEST LOAD OF 22,500 LBS.
3. L X W (AS SHOWN ON DRAWINGS AND PER PART NUMBERS
IN THE SPECIFICATIONS AND / OR DRAWINGS) X 36" DEEP
POLYMER CONCRETE HANDHOLE, SYNERTECH OR EQUAL.
4. INSTALL HANDHOLE ON A BED OF GRAVEL WITH TOP 2"
ABOVE FINISH GRADE AND A CONCRETE COLLAR.
5. INSTALL 4" BED OF SAND IN BOTTOM OF HANDHOLE.
6. REFERENCE DRAWING D-02-101.
INSTRUMENTATION HANDHOLE
r-c- DETAIL
VARIES SCALE: NTS
BrownD.
Caldwell '
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
2" ASPHALT CONCRETE
SURFACE COURSE
VERTICAL
SAW CUT
EXISTING PAVEMENT
(NOTE 1)
8" STABILIZED
AGGREGATE
BASE COURSE
FLOWABLE
FILL
COMPACTED BACKFILL
PER SPEC
12" BOTH
SIDES
12"
12"
LOW VOLUME ROADWAY
VARIES
SEE OTHER DETAILS
FOR BEDDING TYPES
NOTES:
1. OVERLAY LIMITS SHALL EXTEND FULL WIDTH OF DISTURBED TRAVEL LANE
AND SHALL EXTEND 5 FEET BEYOND THE CUT ON BOTH SIDES IN RELATION
TO TRAVEL DIRECTION, AS SHOWN ON PLANS.
2. ANY PAVEMENT CUTS SHALL BE REQUESTED AND REVIEWED BY NCDOT
PRIOR TO CONSTRUCTION.
ASPHALT PAVEMENT REPLACEMENT
in DETAIL
VARIES SCALE: NTS
3000 PSI CONCRETE
SURFACE COURSE
(MATCH EXISTING DEPTH)
VERTICAL
SAW CUT
EXISTING
PAVEMENT
#4 REBAR
6" O.C. E.W.
AGGREGATE
BASE COURSE
FLOWABLE
FILL
CONCRETE
■
18" MIN OR
TO EXP JOINT
,i 6" MIN
\\` I VARIES
12"
SEE OTHER DETAILS
FOR BEDDING TYPES
12"
CONCRETE PAVEMENT REPLACEMENT
n DETAIL
VARIES SCALE: NTS
VARIES
PLACE GEOTEXTILE ON
SUBGRADE WHEN
FOUNDATION BASE IS
REQUIRED.
SEE SECTION 02200
2" CLASS J1 TOP COURSE
MATCH EXISTING FOR GRAVEL DRIVE REPAIR.
6" CLASS H1 BASE COURSE
SLOPE AS REQUIRED
FOUNDATION BASE MAY BE
REQUIRED DEPENDING ON SOIL
CONDITIONS AS DIRECTED BY THE
CONSTRUCTION MANAGER
GRAVEL SURFACING
DETAIL
VARIES SCALE: NTS
Ow -
ALL RESTRAINED JOINT
CONCRETE RING
GRADE
CI VALVE BOX
(2 PIECE, SCREW TYPE)
6" PVC PIPE
12 GAUGE SOLID COPPER
OR COPPER COATED STEEL
AWG WIRE WITH MINIMUM 30
ML HDPE BLUE JACKET.
12" DI TANGENTIAL
OUTLET PALIN END
(SHOP FABRICATED).
CL PIPE
2'-6"
12"MJXMJGATE
VALVE
12" DI SPOOL
2' LONG
CONCRETE BASE
3'-5"
BLOW -OFF LOCATION TABLE
STATION
NORTHING
EASTING
18+95.9
480291.72
1568055.17
59+95.8
476435.63
1568814.49
219+92.5
465642.77
1575466.77
252+46.5
462422.15
1575004.66
296+46.5
459778.81
1577520.74
355+21.5
454680.46
1575655.41
392+96.5
451377.93
1576697.03
CONCRETE RING
12" MJ PLUG
24" DIA. CI MANHOLE
FRAME AND COVER
COMPACTED
CRUSHED
STONE
/ /
12"X 12"X 12"
DI MJ TEE
12" MJ PLUG
NOTES:
SEE PLANS FOR BLOW -OFF VALVE
INSTALLATIONS THAT REQUIRE
HORIZONTAL DAYLIGHT ADDITION
DISTANCE VARIES BY LOCATION:
CONTRACTOR TO CUT TO FIT
GAUGED DI PIPE SPOOL PIECES.
RIP RAP 12" TO 18" DEPTH, 25 SQ. YD.
LENGTH AND WIDTH OF RIP RAP
APRON TO VARY BY SITE.
CI DRAINAGE GATE,
WATERMAN MODEL
F-25 OR EQUAL.
FILTER FABRIC
EXTEND 12" DI PIPE TO DAYLIGHT,
SEE PLANS FOR ROUTING.
DISTANCE VARIES BY LOCATION,
CONTRACTOR TO CUT TO FIT
GAUGED DI PIPE SPOOL PIECES.
D12" DI SPOOL RISER
1' LONG MINIMUM
(PE X MJ)
CONCRETE THRUST BLOCK POURED
AGAINST UNDISTURBED EARTH.
1. ALL MECHANICAL JOINTS SHALL BE EBAA MEGALUG
RESTRAINED OR EQUAL.
2. DI PIPE AND FITTINGS SHALL BE POLYWRAPPED.
3. ALL VALVES SHALL BE LEFT HAND OPEN (COUNTERCLOCKWISE).
BLOW -OFF DETAIL
VARIES SCALE: NTS
CO
UNIONCOUNTY
WATER
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-00-801.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
CIVIL DETAILS - 1
DRAWING NUMBER
C-00-801
1
2
3
4
5
6

1
2
3
4
5
6
D
C
B
2 PC #3 REBAR
3/4 CHAMFER AT
EACH CORNER
2" BRASS MARKER
PLATE W/ANCHOR
STAMP DIRECTIONAL ARROW & DISTANCE TO
NEAREST FOOT IN PLATE. USE 1/4" DIE SET
UTILITY TYPE LABEL
GROUT AFTER
FINAL SETTLING
CONCRETE COLLAR
24" ROUND X 4" THICK
REINFORCED
PRECAST CONCRETE
COLLAR
2"
COMPLETE STANDARD
VALVE BOX TOP
TRACER WIRE
6" MIN.
- 12"
TRACER WIRE TO PROTRUDE
6" (MIN.) FROM VALVE TOP
VALVE AND VALVE BOX
6" C900 PVC
4"x4" SQUARE
1-#4 REBAR
EXISTING GROUND
PRECAST CONCRETE POST
(4,000 PSI)
NOTES:
BRASS MARKER PLATE
30"
24"
6"x6" 4000 PSI WITH
4- #4 VERTICAL BARS
URBAN CONCRETE MARKER
A) MARKERS
1. VALVE MARKERS ARE REQUIRED FOR EACH VALVE (EXCEPT
HYDRANT VALVES), FITTING, AR MANHOLE, 1,000' WHERE
LINES RUNS THROUGH AN UNDEVELOPED AREA.
3/4" CHAMFER
ALL SIDES
BOTTOM SHOT ONLY
OF VALVE BOX
CLEAN No.
57 STONE
CONCRETE
FOOTING
2. ALL EXPOSED SURFACES OF VALVE AND PIPELINE MARKERS
SHALL BE PAINTED FEDERAL SAFETY:
BLUE - WATER
GREEN - INFLUENT SEWER
PURPLE - EFFLUENT SEWER
3. MARK ALL VALVE AND PIPELINE MARKERS AS FOLLOWS:
MV - MAIN VALVE
AV - AIR RELEASE VALVE
PIPELINE - PIPELINE MARKER
1'
6" MIN.
// �\
M
V
6'
4. VALVE AND PIPELINE MARKERS IN SUBDIVISIONS MAY BE SET
TO AN EXPOSURE OF 12" ABOVE FINAL GRADE. RURAL CONCRETE MARKER
5. IF SOILS ARE NOT STABLE ENOUGH TO MAINTAIN THE
STANDARD MARKERS VERTICAL, CONCRETE FOOTING IS TO
BE INSTALLED.
6. ALL VALVE MARKERS SHALL BE LOCATED AT THE BACK OF
RIGHT-OF-WAY
B) VALVE BOX BOTTOMS SHALL HAVE 14" BASE.
STANDARD VALVE
DETAIL
VARIES SCALE: NTS
4" STAINLESS STEEL VENT
WITH INSECT SCREEN
INSTALL WITH TOP OF
STRUCTURE/ACCESS HATCH 4"
TO 5" ABOVE FINISHED GRADE
3" GA 945T COMBINATION VACUUM
BREAKER/AIR RELEASE VALVE
3" LEAD FREE
BALL VALVE
3" FACTORY
WELDED TAP
#12 AWG SOLID COPPER OR
CCSW WITH MINIMUM 30 MIL
HDPE BLUE COATED JACKET
bo
30" ALUMINUM ACCESS HATCH WITH
CHANNEL DRAIN, CENTERED ON MANHOLE.
6'
L
4
/
4. •/, QV
60 4 c-III��I
Nrepaerre Q.
41.
•*alqw�� 4 o
NOTES:
a
QV QV
=.I.O' 4
I•-•-•-•-•-
4
4
NAAAAAAAAAAAAAAAAAAA
5'-6" MIN. CLEARANCE
6' DIA. PRECAST MANHOLE
6" MIN #57 STONE BEDDING BELOW
PIPE ON COMPACTED SUBGRADE
1. EXPOSED FERROUS ITEMS TO BE PRIMED AND FINISH COATED WITH EPDXY PAINT - COLOR BLUE.
2. PRECAST CONCRETE VAULT SHALL BE DESIGNED BY SUPPLIER FOR H-20 LOADING. HEIGHT TO BE
VERIFIED FOR EACH LOCATION.
3. REFERENCE SHEET C-00-803 FOR ARV FITTING LOCATION TABLE.
3" COMBINATION AIR RELEASE/VACUUM
BREAKER VALVE PEDESTAL ASSEMBLY
(A-1- DETAIL
BrownD.
Caldwell '
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
2" VENT w/ INSECT
SCREEN
3' MIN
— 3' MIN
RR
4' MIN Z
■
4' MIN
•
3" DRAIN HOLE
CASING SPACERS
10' O.C. (TYP)
STEEL CASING
P
TYP. BORE PIT
NOTES:
-
■
-
MIN CAS NG
SLOPE 0.3%
PROFILE VIEW
ROAD WIDTH
VARIES
O O
w w
1.1
DIP CARRIER
PIPE, R.J.
BORING DISTANCE
PLAN VIEW
1. ALL PIPING WITHIN CASING AND 5' OUTSIDE CASING TO BE DIP, RESTRAINED JOINT.
2. CASING SPACERS TO BE INSTALLED A MINIMUM OF 12" FROM CARRIER PIPE BELL.
3. END SEALS TO BE APC MODEL AC OR APPROVED EQUAL.
4. THE FRONT OF THE PIPE SHALL BE PROVIDED WITH MECHANICAL ARRANGEMENTS OR
DEVICES THAT WILL POSITIVELY PREVENT THE AUGER FROM LEADING THE PIPE SO
THAT NO UNSUPPORTED EXCAVATION IS AHEAD OF THE PIPE.
SEAL BOTH
ENDS
SEE NOTE 4
0
STEEL PIPE CASING DIMENSIONS
CARRIER PIPE
DIAMETER
(IN)
CASING PIPE
DIAMETER
(IN)
CASING PIPE WALL THICKNESS (IN)
UNDER
HIGHWAYS AND
WETLANDS
UNDER RAILROADS
UNCOATED
24
36
0.688
0.688
NOTES:
1. CASING SPACERS SHALL BE MANUFACTURED BY CASCADE WATERWORKS
MANUFACTURING COMPANY
2. DIP CARRIER PIPE SHALL BE RESTRAINED USING MFG DESIGNED RESTRAINED
JOINTS (I.E. LOK-RING).
3. STEEL CASING PIPE SHALL MEET THE REQUIREMENTS OF ASTM A53/A53M,
GRADE B, 35,000 PSI MINIMUM YIELD STRENGTH WITH FULL CIRCUMFERENCE
WELDED JOINTS IN ACCORDANCE WITH AWS D1.1 TO WITHSTAND EXCAVATION
FORCES.
12"
1" MIN
DIP CARRIER
PIPE, R.J.
STEEL PIPE
CASING
TYPICAL BORE AND JACK
n DETAIL
VARIES SCALE: NTS
0.25" MAX
NO- 67
WASHED
STONE
18" x 18" x 6"
PAINT COLORS
BODY FIRE HYDRANT RED - RUST-OLEUM ENAMEL # 1210 FIRE HYDRANT RED
BONNET-- HIGH GLOSS WHITE - RUST-OLEUM ENAMEL if 2766
CAPS HIGH GLOSS WHITE - RUST-OLEUM ENAMEL # 2766
BURY LINE -
TO BE SET AT
EXIST. GRADE
LEVEL
6" DUCTILE IRON
LEADER WITH
MEGALUGS
A MINIMUM OF 6" OF CONCRETE
WILL BE PLACED UNDER THE BASE
HYDRANTS TO BE SET AT
EDGE OF R/W AT PROPERTY
CORNERS
6" MECHANICAL JOINT
GATE VALVE
14 GA. STANDARD BLUE COATED
COPPER TRACER WIRE
MECHANICAL JOINT
"LOCKED"
HYDRANT TEE
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N C.
STANDARD DETAIL
H
R A
T
SIA
LAT
0
SCALE
N.T.S.
DATE-
1-2-14
FIRE HYDRANT FOR WATER MAINS
(KDETAIL
VARIES SCALE: NTS
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: —
CHECKED:
APPROVED: B. WEST
FILENAME
C-00-802.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
CIVIL DETAILS - 2
DRAWING NUMBER
C-00-802
1
2
3
4
5
6

THREE STRAND
BARBED WIRE
BRACE RAIL
ATTACH 4 WOVEN
RIGHT-OF-WAY OR
PROPERTY BOUNDARY
\,
,,
O'
1
18" CMP CULVERT PIPE �
7i
(WHERE REQUIRED)
EDGE OF PAVEMENT
ENVIRONMENTAL
309 East Morehead
North Carolina
Surveyors
BrownAND
Caldwell
Board
ENGINEERING
Street,
(704)
Suite
358-7204
of Examiners
License
160,
No.
AND
Charlotte,
for
F-0785
•
•
CONSULTING
NC 28202
Engineers and
STRANDS OF BARBED /
90% SUBMITTAL
WIRE TO POSTS WITH
II
U
STRETCHER BAR
IY o
BARBED WIRE STAPLES
BANDS AT 12"�
MAX SPACING
.
.•
••
�':':'
_Li_
LINE POST o 0
z4"NOMX4"NOMCCA
X u) Q
GRADE
Z
iv
0
0
0
�
u�
w
TREATED PINE POST
(6"NOM X 6"NOM AT GATE
-
-
c�
-
CORNER POST
�•O❖.❖.•00
:❖::❖❖S
;••❖•❖.❖. ••••+::M•.
TRUSS
wEXISTING
Q o
.0... _ z
I p
POST AND CORNER POSTS).
FINISH GRADE
-
CO
N
o
Zo
NOTES:
1. LUMBER TO BE GRADE 1 OR 2.
STRETCHER BAR
�;�;�;�;�;;;�:�
�:=•, ♦ X:::: •
���������������
........
.❖.�i�i�i�:°i�y:°i�:°.•
ROD.:• •:•:•::::::::..%
��������������������������������������
.............�......
�:*:�:�:�:�:� _
3000 PSI
CONCRETE
"
!:
° '
0
z
en
Q
N
<,
0
SLOPE TOP OF
FOOTING TO DRAIN
i ;,III--I�I \i
I�I
III -III -I \
-III \i
BACKFILL WITH DIRT. \\\\ i
HAND COMPACT. \
\\
.-iii-i!ii i
1-��I
% I-I�I-I�I-I
\/ I -III -III-
%/ III-
�/ /
�// /
2. CCA TREATMENT TO BE0.4
LB/CU FT MIN.
3. POST SPACING 6'-0" MAXIMUM.
4. POST TO BE VERTICAL 4"
GROUND TO TOP.
5. CONTRACTOR TO PROVIDE
PLAN
FOOTINGS
a
a
4
VARIES
3" TO 12"
18" DIA. FOR END,
CORNER, AND PULL POST
TEMPORARY FENCING DURING
2 -0 CONSTRUCTION.
3'-0" MIN FOR GATE
AND CORNER POST
BARBED WIRE FENCE
DETAIL
_
10'-0"
_
12" FOR LINE POST
CHAIN
(-1_- DETAIL
LINK FENCE
VARIES BY LOCATION, REFER TO PLAN SHEETS
EXISTING ROAD
MATCH EXISTING GRADE
EXISTING GRADE -\
6" MIN CRUSHED STONE
ASTM C-33, SIZE NO. 2 OR NO. 3
UNIONCOUNTY
WAT
(1110
E R
VARIES SCALE:
\--...-,
NTS
VARIES SCALE: NTS
\--...-,
10 OZ/SY NON -WOVEN
GEOTEXTILE FILTER FABRIC
MATCH EXISTING GRADE IF NO CULVERT
1 PIPE IS REQUIRED.
PROVIDE SMOOTH TRANSITION TO EXISTING 18" CMP CULVERT PIPE
GRADE WHERE CULVERT PIPE IS REQUIRED. (WHERE REQUIRED)
SECTION
TRENCH WALL
EASEMENT CROSS SECTION
P DETAIL
NOTES:
1. PROVIDE SMOOTH TRANSITION BETWEEN ACCESS DRIVE AND EXISTING ROAD.
2. CORRUGATE METAL PIPE (CMP) SHALL BE REQUIRED AT ALL LOCATIONS WHERE ACCESS DRIVE MAY
BLOCK EXISTING STORM DRAINAGE. INSTALL CMP TO MATCH EXISTING SLOPE AND ELEVATION.
3. CORRUGATED METAL PIPE AND COUPLING BANDS SHALL CONFORM TO ASTM B745 FOR
CORRUGATED ALUMINUM PIPE, ASTM A796 FOR CORRUGATED STEEL PIPE, ASTM A760 FOR
ALUMINIZED COATED CORRUGATED STEEL PIPE AND ASTM A762 FOR POLYMER PRE -COATED
CORRUGATED STEEL PIPE.
PERMANENT ACCESS DRIVE
DETAIL
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION ION MAIN
AND FINISHED WATER
PUMP STATION
3.0000
m
L
18"
VARIES SCALE: NTS
6.0000
-�
3.0000
REVISIONS
REV
DATE
DESCRIPTION
3 - #4 BARS
TRENCH WIDTH TO
TOP AND BOTTOM
.
PLAN
UNION COUNTY PUBLIC
WORKS STANDARDS
//\
/���\ �
I
\
�/%///%�
I I
TRENCH WALL
ARV FITTING TABLE
ARV FITTING TABLE
ARV NUMBER
STATION
NORTHING
EASTING
ARV NUMBER
STATION
NORTHING
EASTING
ARV-01
6+66.0
481124.89
1568960.83
ARV-17
191+46.8
468463.76
1575867.76
LINE IS 2 INCHES
ARV-02
22+06.2
479996.75
1568086.51
ARV-18
197+44.2
467874.23
1575772.90
3 - #4 BARS
EACH SIDE
'I
I
i 6.0000
I
I
AT FULL SIZE
ARV-03
32+18.0
478996.86
1568107.55
ARV-19
211+96.4
466435.39
1575576.79
DESIGNED: B. FRICK
DRAWN: J. RUSH
ARV-04
37+68.9
478455.74
1568038.00
ARV-20
225+94.4
465050.96
1575383.22
CHECKED: ••
-4--
6.0000
ARV-05
51+50.6
477148.99
1568379.21
ARV-21
241+05.1
463554.06
1575180.39
CHECKED:
ARV-06
59+50.0
476484.91
1568806.22
ARV-22
259+54.2
461741.88
1574870.46
APPROVED: B. WEST
ARV-07
66+35.0
475810.43
1568880.61
ARV-23
269+47.9
460934.11
1575090.51
FILENAME
C-00-803.DWG
I
12" MIN.
ARV-09
93+94.8
475276.81
1571349.35
ARV-24
281+79.9
460517.54
1576249.29
BC PROJECT NUMBER
156094
ARV-10
97+94.5
475113.01
1571713.98
ARV-25
286+48.4
460282.40
1576654.34
CLIENT PROJECT NUMBER
••
- - -
ARV-11
107+71.3
474564.98
1572508.68
ARV-26
303+26.1
459285.58
1577537.20
CIVIL
CIVIL DETAILS - 3
CLASS B CONCRETE PLACED ON
ARV-12
124+23.8
473334.91
1573600.90
ARV-27
330+58.6
456731.97
1576988.46
12" MIN.
SECTION
UNDISTURBED SOIL AS DETERMINED BY
ENGINEER.
ARV-13
148+70.6
472233.75
1575685.47
ARV-28
336+20.5
456251.59
1576698.33
ARV-14
153+84.0
472045.90
1576163.23
ARV-29
346+33.9
455431.34
1576127.79
NOTE:
FORMS NOT REQUIRED BELOW SPRING
LINE, CONCRETE MAY BE PLACE AGAINST
SHAPED BANKS IN LIEU OF FORMS.
ANTI -SEEP COLLAR
O DETAIL
ARV-15
165+00.7
471083.21
1576242.44
ARV-30
360+79.3
454157.30
1575576.32
ARV-16
172+97.2
470294.53
1576130.77
ARV-31
381+66.2
452296.35
1576207.39
ARV FITTING LOCATION TABLE
SCALE: NTS
DRAWING
C-
00-
NUMBER
803
VARIES SCALE: NTS
VARIES SCALE: NTS

1
2
3
4
5
6
GENERAL NOTES:
7
i
EXISTING 20' SECTION OF 36"
STEEL CASING.
CONTRACTOR SHALL CUT TO
REQUIRED LENGTH.
OW (YRTP)
8 W
z
CHEMICAL
BUILDING
STA=0+1
SEE NOTE 4
STATION 0+47
INSTALL:
N = 481577.42
E = 1568927.82
X
FILTERS
N :481653.01
E: 1568934.77
DESC: CORNER FWPS
NEW 24"--WATER MAIN
(YRWTP)
CHAIN LINK FENCE
I � 1
REMOVE AND RELOCATE EXISTING
IC-00-803I FENCE 10' SOUTHWEST OF CL 24"
WATER TRANSMISSION MAIN
(YRWTP) STREAM BUFFER
762 PZ FWPS SITE AND
YARD PIPING PLAN
SCALE: 1" = 20'
N :481617.72
E: 1568969.62
�o DESC: CORNER FWPS
WTP)8"W
TION OF HYDRANT TO
ISED BY OTHERS)/
PLAN
NORTH
0
20
(YRWTP)
ELECTRICAL CONDUIT
AND LIGHT STANDARDS
40
SILT FENCE
• ■
DOUBLE ROW
POND
(YRWTP)
36" FW-DI
JD-
i
1. EXISTING CONDITIONS AND TOPOGRAPHY ARE BASED
ON SURVEY PERFORMED BY AVIOIMAGE, DATED JUNE
2021.
2. STATE PLANE COORDINATE ZONE IS NAD83 NORTH
CAROLINA STATE PLANES, US FOOT.
3. YADKIN REGIONAL WATER TREATMENT PLANT
INFORMATION BASED ON CDM SMITH CAD DRAWINGS
PROVIDED BY OWNER. HORIZONTAL DATUM (NAVD88),
VERTICAL DATUM ( NAD83/2011).
4. REFERENCE PROCESS DRAWINGS FOR NEW PZ 762
FWPS PLAN AND PIPING INFORMATION AND LOCATION
5. REFERENCE DRAWING E-02-201, FWPS ELECTRICAL SITE
PLAN FOR UNDERGROUND ELECTRICAL CONDUIT
LOCATIONS.
6. FWPS FINISH GRADING PENDING COMPLETION OF
YRWTP CONSTRUCTION.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
4 UNDERGROUND UTILITES LOCATION TO BE FIELD VERIFIED
AND SUPPORTED DURING CONSTRUCTION. CONTRACTOR
TO COORDINATE WITH UTILITY COMPANY.
11 INSTRUMENT HANDHOLE. SEE DETAIL C/C-00-801.
Krnow what's below.
CaII before you d
Dial D11_
North Carolina A11, Inc.
g.
BrownD.
Caldwell '
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-201.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
762 PZ FWPS SITE
AND YARD PIPING
PLAN
DRAWING NUMBER
C-02-201
1
2
3
4
5
6

1
2
3
4
5
6
-20+00
1000
950
900
850
800
750
700
650
600
550
500
450
400
350
300
0+00
20+00
40+00
60+00
80+00
100+00
120+00
140+00
160+00
180+00
200+00
220+00
240+00
260+00
280+00
300+00
320+00
340+00
360+00
380+00
400+00
STA = 0+00.00
= 823.00
/EL
STA
EL
= 267+06.3
= 785.00
11
STA
EL
= 393+98.00
= 773.00
.
0
0
0
ANSONVILLE I
ioQ
`--o
0I/
I
Z
EN
C.)00
J
CONNEC
AT FLIN-
SON CREED
r
\
�'
f
i\
J
RICHARC
1, -,,,
IN\lrf
J
/
-20+00
0+00
20+00
40+00
60+00
80+00
100+00
120+00
140+00
160+00
180+00
200+00
220+00
HYDRAULIC GRADE LINE
SCALE: HORIZ. 1" = 2000', VERT. 1"=50'
0 2000 4000 0
HORIZ
240+00
50
260+00
100
VERT
280+00
300+00
320+00
340+00
360+00
380+00
400+00
420+00
1000
950
900
850
800
750
700
650
600
550
500
450
400
350
300
420+00
BrownD.
Caldwell '
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
CO
UNIONCOUNTY
WATER
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-600.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
HYDRAULIC GRADE
LINE
DRAWING NUMBER
C-02-600
1
2
3
4
5
6

1
N
l �
\ cp \
X \ \
\
YRWS WTP
TRANSFE
PUMP
STATION
YRWTP FINISHED WATER =.i
PUMP STATION
FUTURE YRWTP
FWPS EXPANSION AREA
_ NEW 762PZ
_ PUMP STATION /•
(SEE NOTE 7)
1I1 /
(YRWTP)
36" FW-DI
(YRWTP)
24" FTW-DI
1 \
(.51
\ \
1 �
\ I 1
POD I I
1 I I d
(YRWTP)
ELECTRICAL COND IT / moo/
AND LIGHT TAND RDS/
/ I
7VVVVVVTP)
B-DI
STATION 0+12
INSTALL:
1 - 45° VERTICAL BEND 24"
N = 481611.55
E = 1568932.71
APPROXIMATE LOCATION
I\I I ( I
530
520
510
500
490
480
470
-0+30
0+00
762 PZ PUMP STATION
SEE DRAWING C-02-201
1
(YRWTP)
36" FW-DI
(YRWTP)
8" W
C-00-801
STATION 4+35
INSTALL:
1 - 45° BEND 24"
N = 481254.65
E = 1569143.36
STREAM BUFFER
I \ \\
TE 9 j(TYP)
/DGUBLE RC�O
L
-C /-00-803
/ / - / ,-----
/ / / / i r/_
SEE INSET 'A' - / /
/ :V
EXI TING 8" /��� / \
/ WATER MAIN
STATION 0+47 1
INSTALL: \ \` l
1 - 45° BEND 24" \
C-00-803
C-00-702
/
(YRWTP)
CTRICAL 'ONDUI
.(BY.OTHERS.
STA.=0+4
INSTALL:
YRWTP) 36"
N = 481577.42 \ \ \ \
1568927.82 5796, \ \ \ \
/ W (YRTP) ELECTRICAL
DUCT BANK
(YRWTP)
FINISH GRADE
(BY OTHERS)
SEE DRAWING D-02-301 FOR LOCATION
0+50
1+00
CASING (BY OTHERS
1+50
2+00
PLAN
SCALE: 1" = 40'
0 40
C-0�� ------
SIREAM\ \
cs'r CRDSSIN
REStRA\10
\\
\ \I\
C-00-703
r
\
°°
((
I/
/ /
/ I
STATION 4+45
INSTALL:
1 - 45° BEND 24"
N = 481244.85
E = 1569141.39
1 I I
I
PID 08-051-010
N/F UNION COUNTY
1
i
24" TRANSMISSION MAIN
/ / \ \ I OUBL -OW \ \
/ 7 // \\ \ \\\\ \ \ \
\ \ \ \ \\\
/.'.' of 1\\ \ �� \ \ \ \ e��
49 �� \\ \ \ \
/� 1 \/' \\ \\ \\\
r / \ \ 1= \\ �\ - \I SPX\
.\_,____
PLAN -s ) '\ \\ �/ `--�\\ \� s \
NORTH \� \ \\ . \ \
495
-‹ (9tiN \ \
\\\. \ \\\ \
EXISTING 8"
WATER MAIN
EXISTING FIRE
HYDRANT ASSEMBLY
C-0��1
INSET 'A'
SCALE: 1" = 10'
0 10
REMOVE AND RELOCATE EXISTING
FIRE HYDRANT ASSEMBLY:
1 - FIRE HYDRANT
1 - 6" HYDRANT VALVE AND BOX
1 - 8" X 6" HYDRANT TEE
1 - 8" SLEEVE (NEW)
NEW HYDRANT LOCATION:
N = 4851550.14
E = 1568930.50
MATCH FINISH GRADE ELEVATION.
20
NOWETLANDOR
STATION 6+62 a_
INSTALL: �- STREAM IMPACTS
1 - ARV-01 C-00-802
N = 481124.89 ��/
E = 1568960.83
80
EXISTING
GRADE
C 00 801 24" TRANSMISSION MAIN
2+50
3+00
PROFILE
3+50
4+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
8
4+50
5+00
16
VERT
5+50
C-00-802
6+00
STA=6+6 .9
INSTA L.
- ARV ASSEMBLY
6+50
/
-
/ 505
STATION 8+86
INSTALL:
1 - 11.25° BEND 24"-
N = 481000.80
E = 1568774.06
7+00
\ PID 08-051-003A
N/F JOE H. HELMS &
RUBY H. HELMS
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
7+50
530
520
510
500
490
480
470
8+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
ESC-M/C-00-703.
16 IF REQUIRED FOR PIPE INSTALLATION, TEMPORARILY
RELOCATE EXISTING FENCE 10' SOUTHWEST OF CL 24"
WATER TRANSMISSION MAIN. PROVIDE GATE AT PIPELINE
CROSSING TO MATCH EXISTING FENCE STYLE. SEE
GENERAL NOTE 10.
17 EXISTING 20' SECTION OF 36" STEEL CASING.
CONTRACTOR SHALL CUT TO NECESSARY LENGTH TO
ALLOW FOR TRANSMISSION MAIN INSTALLATION.
Krawh ars below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
UNIONCOUNTY
WATER
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-601.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 0+00 TO
STATION 8+00
DRAWING NUMBER
C-02-601

0
PID 08-051-010
N/F UNION COUNTY
/
/ 505
/ / /
/ c /
ESC-D
—C-00-702
00�
T FE CN
N
520
510
500
490
480
470
460
STATION 8+86
INSTALL:
1 - 11.25° BEND 24"—
N = 481000.80
E = 1568774.06
LPD DO
7 /
7
/
J
490
- L
485
485
/
J
/ 7 /
/ / / / 7 /
/ / —500
500
/ /
f//
/ /
/
/
/
485490
\ `
f-r
/
495-
// / j/�\
/ �/ \\
/ / / / / / /A\ N
/// /ice \\�
/
90 i / / / / j\ \ \
1j / \
S N rE 9 f,/ 485
DELINEATED p`b /
WETLANDS
C-00-703
7
4g0
—
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
/
PID 08-051-003A
N/F JOE H. HELMS &
RUBY H. HELMS
f
7
/ J
IMPACT #S1:
SURFACE WATER TEMPORARY IMPACT
STREAM SC - 10.2 FT
FLAGS SC-1 THROUGH SC-3 MARKING A 4-FT WIDE AT
CHANNEL CENTERLINE
24" TRANSMISSION MAIN C-00-801
/
C-00-704 �/ ��
470
485
LO D
-L - Lu D
480
7
0
PID 08-051-003A
N/F JOE H. HELMS &
RUBY H. HELMS
1/1+00 —
o
N
7
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
LUD
-480—
LOD
485 —o-
C-00-702 f
�'��\\��` '`— • ROWi`
475�
IMPACT SUMMARY
SQ. FT
LENGTH (FT)
SURFACE WATER
TEMPORARY IMPACT
10.2
WETLAND PERMANENT
IMPACT
_
_
7
i
0-
LEGEND
TEMPORARY
CONSTRUCTION EASEMENT
_ — _ — _ _ NEW PERMANENT
EASEMENT
PROPOSED ALIGNMENT
SURFACE WATER
TEMPORARY IMPACT
STA=8+86.
INSTALL:
........................ .
EXISTING
GRADE
8+00
8+50
9+00
9+50
10+50
11+50
PROFILE
12+00
0 40 80
HORIZ
12+50
8
13+00
16
VERT
13+50
14+00
14+50
15+00
15+50
520
510
500
490
480
470
460
16+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
3 APPROXIMATE LOCATION OF EXISTING WETLAND.
CONTRACTOR SHALL MAINTAIN MINIMUM DISTURBANCE
WITHIN THE WETLAND AREA AS SHOWN.
6
WETLAND AREA WHICH SHALL BE REUSED AS THE TOP 18
INCHES OF BACKFILL. RESTORE ALL WETLAND AREAS TO
PRE -CONSTRUCTION CONTOURS.
7 RESEED WETLAND AREAS WITHIN LOD. SEE SHEET
C-00-701/NC - SEC SEEDING TABLE 6.24c, WETLAND SEED
MIX.
9 SEE EROSION CONTROL FOR EXCAVATED MATERIALS
DETAIL ESC-A/C-00-701.
18 EXCAVATED MATERIALS FROM WITHIN WETLANDS SHALL
BE STOCKPILED OUTSIDE OF THE WETLAND BOUNDARIES.
24 SEE STREAM CROSSING RESTORATION DETAIL
13:1
Know wh ars below.]
Call before you dig.
Dial BM
North Carolina All, Inc.
WATER
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 8+00 TO
STATION 16+00
DRAWING NUMBER

1
2
2
7_
\ \ N
/
PID 08-051-012A
N/F KRISTEN M. MANISCALCO
& RAYMOND P. MANISCALCO / /
a/ /
//
/
7
7 C-00-701
r---,
SURFACE WATER TEMPORARY IMPACT
STREAM SA - 40.35 FT �r
FLAGS SA-61 THROUGH SA-64 MARKING A 4-FT WIDE /
PID 08-051-003A
N/F JOE H. HELMS &
RUBY H. HELMS _
O
U_
0_ —
0-
Lu
Z
J
0
=Q 24" TRANSMISSION MAIN
u
AT CHANNEL CENTERLINE -
l / /
C-00-801
/ E
>! N
15 �
/
500
490
480
470
460
450
440
‹ J
PID 08-051-003A
N/F JOE H. HELMS C-00-702
& RUBY H. HELMS<
STATION 19+49
INSTALL:
C-00-802 1 - 24" BUTTERFLY VALVE
N = 480243.76
E = 1568037.09 _
'STATION 19+43 ,
INSTALL:
/1 - 45° BEND 24
/ N = 480249.87
i E = 1568034.82
/STATION 19+02
/ 7 7 /1 - 22.5° BEND 24" 7.
IMPACT #S2: , - / N = 480287.36
E = 1568050.75 /
/ J} /
/ 7 j
STATION 18+96 / /
INSTALL:
24" x 12" TEE (BLOW -OFF)
0291.72
055.17
UBLELROW
INSTALL:
77
7
7
DELINEATED
WETLANDS
I N6_155.40
/ // /'/
// /7/
PID 08-051-012 /
N/F JON JARED JACEK /
& JOY REBECCA JACEK jp'� /
//
/
IN7OUT=454.42'
•
PLAN
NORTH
//
C-00-801
/
GRAVEL DRIVE
SILT FENCE
PLAN
SCALE: 1" = 40'
0 40
06,
o,_'1%
VO X00
7//
J
rj/
ca
6\\
24" TRANSMISSION MAIN C- ''-
\ \ 00-801
r c4
CONCRETE DRIVE C-00-801
LT FENCE
rINGLE ROW
2
RUBY H. HELMS
7/ 7--
IMPACT SUMMARY
SQ. FT
LENGTH (FT)
SURFACE WATER
TEMPORARY IMPACT
40.35
WETLAND PERMANENT
IMPACT
_
LEGEND
TEMPORARY
CONSTRUCTION EASEMENT
_ _ NEW PERMANENT
EASEMENT
PROPOSED ALIGNMENT
SURFACE WATER
TEMPORARY IMPACT
EXIST! G
GRADE
INSTALL:
1 24" BUTTERFLY VALVE
C-00-802
INSTALL:
STA=22+02.1
- ARV ASS MBLY
INSTALL:
STA=19+02.1
C-00-801
24" TRANSMISSION MAIN C-00-801
16+00
16+50 17+00
17+50 18+00
18+50
19+00
19+50
PROFILE
20+00 20+50
0 40 80
HORIZ
0
8
21+00 21+50
16
VERT
22+00
22+50
23+00 23+50
500
490
480
470
460
450
440
24+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
3 APPROXIMATE LOCATION OF EXISTING WETLAND.
CONTRACTOR SHALL MAINTAIN MINIMUM DISTURBANCE
WITHIN THE WETLAND AREA AS SHOWN.
6
WETLAND AREA WHICH SHALL BE REUSED AS THE TOP 18
INCHES OF BACKFILL. RESTORE ALL WETLAND AREAS TO
PRE -CONSTRUCTION CONTOURS.
7 RESEED WETLAND AREAS WITHIN LOD. SEE SHEET
C-00-701/NC - SEC SEEDING TABLE 6.24c, WETLAND SEED
MIX.
8 TEMPORARY CONSTRUCTION ENTRANCE TO BE
CONVERTED TO AN ACCESS DRIVEWAY. CONTRACTOR
SHALL PROVIDE 18" CMP STORM DRAINAGE PIPE WHERE
REQUIRED AND NECESSARY GRADING TO PROVIDE
POSITIVE DRAINAGE. SEE DETAILS ESCJ/C-00-703. AND
9 SEE EROSION CONTROL FOR EXCAVATED MATERIALS
DETAIL ESC-A/C-00-701.
18 EXCAVATED MATERIALS FROM WITHIN WETLANDS SHALL
BE STOCKPILED OUTSIDE OF THE WETLAND BOUNDARIES.
24 SEE STREAM CROSSING RESTORATION DETAIL
13:1
Call before you d g.
Dial BM
North Carolina All, loc.
Brown AND •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90`)/0 SUBMITTAL
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 16+00 TO
STATION 24+00
DRAWING NUMBER

/ 1 1
PID 08-051-012
N/F JON JARED JACEK &
JOY REBECCA JACEK
\'\;co (
)i r
1
- S EEEE NO�9-(TYP)
NV OUT=455.29'
RIW=
n
0
N
oA55
w
0))
465
IW�
� r
r
PID 08-051-003A ri p
N/F JOE H. HELMS & ;
RUBY H. HELMS z
7
..�i z)/7
480
470
460
450
440
430
420
PID 08-051-014
\ \ \ \ N/F DAVID L. GUTSHALL &
\ , HEN\ M. GUTSHALL
C 00 801 GRAVEL ROAD
,6/0©,
�C1
cC3
//ez--/
RIW
RIW
•RIW
/
C ��L
/� /i
PLAN
SCALE: 1" = 40'
0 40
PID 08-051-033
N/F VITALITY TERESHCHENKOV &
IRINA ANATOLYEVNA TERESHCHENKOV
1 \ C 00 703
(
PLAN
NORTH
80
24" TRANSMISSION
MAIN C-00-801
/ ISIT ENCE
E C
C-00-702
'
PID 08-051-002D
N/F SHERRY STROUPE
PID 08-�
F BARBAR
\SIL SE 'CE \\ �• \
___�0���
NEW CONSTRUCTION
51-035
P. HILTON
EASEMENT
fi \rQ ,- /.
NEW WATER MAIN
EASEMENT
i
GRAVEL DRIVE —C-0�1 \ -\
4s 1
C-00-703
\i
PID 08-051-064
N/F JARROD H. &
AMBER D. MCCRAW
ROW
NO WETLAND OR
STREAM IMPACTS
TV
- SPECTRUM - SERVICE _:
(T
- FRQNTIER>
a
Lu
1-
0
Lu
z
0
1-
C 00 801 24" TRANSMISSION MAIN
EXISTING
GRADE
- SP
ECTRUM - SERVIC
ray . SP
ECTRUMSER
VI CE).
24+00
24+50
25+00
25+50
26+00
26+50
27+00
27+50
PROFILE
28+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
28+50
8
29+00
16
VERT
29+50
30+00
30+50
31+00
31+50
//1
C-00-702
480
470
460
450
440
430
420
32+00
GENERAL NOTES
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
8 TEMPORARY CONSTRUCTION ENTRANCE TO BE
CONVERTED TO AN ACCESS DRIVEWAY. CONTRACTOR
SHALL PROVIDE 18" CMP STORM DRAINAGE PIPE WHERE
REQUIRED AND NECESSARY GRADING TO PROVIDE
POSITIVE DRAINAGE. SEE DETAILS ESCJ/C-00-703. AND
N/C-00-803.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
ESC-M/C-00-703.
24 SEE STREAM CROSSING RESTORATION DETAIL
ESC-N/C-00-704.
Know what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-604. D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 24+00 TO
STATION 32+00
DRAWING NUMBER
C-02-604

PID 08-051-035 \ -� /\
N/FRRA P. HILTON\�/�\
E14QT
\ a7z\
U
C-00-703
J
PID 08-051-064
N/F JARROD H. &
AMBER D. MCCRAW
1 \
470
460
450
440
430
420
410
-*A
PID 08-051-041
�\ \ N/F RONALD G. HINSON
STATION 32+14
\INSTALL: 0\
1 - ARV-03 C-00-802,
N = 478996.86 \ \
E 1568107.55
GRAVEL DRIVE C-00-801
0
0-6
0 0
° °
24 TRANSMISSION ���
° °
C-00-801
' MAIN
46-6. \\ e
`� r-ti r^r -v r=y�,o-y r•
SLLEENBE—
ESC-D
C-00-702
SINGLE ROW
0/1! (;\01
PID 08-051-042
N/F RONALD G. HINSON
k)i/ � //'i'2
°
0 0 0 I I
aJ l // /
L N
/
r
0
C-00-704
C
C-00-703
CO�
CONCRETE
C-00-801 DRIVE
Igh
C-0� 4
ESC-B
C-00-701 W -
INV OUT=438.02'
NV IN=4
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
Alm
C-\ 02-
E. LAWYERS ROAD SR-1631
C-00-703
37+00
UNKNOW
PID 08-051-002E
N/F RONALD GERALD HINSON
& DELILAH H. HINSON
- NEW CONSTRUCTION
EASEMENT
X
- NEW WATER MAIN -460-
EASEMENT _.
STATION 37+65
INSTALL:
1 - ARV-04
v N = 478455.74
E = 1568038.00
/
-C-00-802 _ —
1 CONCRETE
C-00-801 DRIVE
R/W'
X
0
______ ,
—� It
��_v�/,___,____,_,
Q
PID 0 051 001 B �\
N/F RICKY D. &
WF DELORIS T. TAYLOR
CN
9_ —
U —
STATION 39+99
INSTALL: J —
1 - 22.5° BEND 24"- -
-"N = 478221.83 _
E = 1568044.63
-9'(TYPL
-440
NK UNK
C-00-702
N
J\ PID 08-051-001
N/F RICHARD J. GOODMAN -
NO WETLAND OR
STREAM IMPACTS
STA=32+13.
9
INSTALL:
1 -ARV ASS
EMBLY
c-o�802
EX
—(TV
— SPECTRUM
SERVFCE)
C O�® STA=3T+64:8
INSTALL:
1 - ARV ASSEMBLY
— FRONTI
ER
SPECTRUM - SERVICE)
—(TV — SPECTRUM — SERVICE)
STA=39+98 a . .
INSTALL:
z
2
y —
A
24" TRANSMISSION MAIN
C 00 801
32+00
32+50
33+00
33+50
34+00
34+50
35+00
35+50
PROFILE
36+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
36+50
8
37+00
16
VERT
37+50
38+00
38+50
39+00
39+50
470
460
450
440
430
420
410
40+00
GENERAL NOTES
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
12 CONTRACTOR SHALL REMOVE FENCING AS NECESSARY
FOR CONSTRUCTION, PROVIDING TEMPORARY FENCING.
CONTRACTOR SHALL REPLACE FENCE TO
PRE -CONSTRUCTION CONDITIONS WITH GATE ACROSS
PERMANENT EASEMENT TO MATCH FENCE STYLE. SEE
GENERAL NOTE 10.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
ESC-M/C-00-703.
24 SEE STREAM CROSSING RESTORATION DETAIL
ESC-N/C-00-704.
13:1
Know what's below.
Call before you d g.
Dial BM
North Carolina All, loc.
Brown AND •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 32+00 TO
STATION 40+00
DRAWING NUMBER
STING
RAD

f
T\/
UNK w_
J
1
0
F—
Q
/10
PID 08-051-002E
N/F RONALD GERALD HINSON
& DELILAH H. HINSON
STATION 39+99
INSTALL:
—1 - 22.5° BEND 24"
-N = 478221.83
E = 1568044.63
CONCRETE
--455—
SILT FENCE
SINGLE/ROW
PID 08-051-001 \
N/F RICHARD J. GOODMAN -
460
450
440
430
420
410
400
' C-00-702
r
SEE -NOTE .9TY�
DRIVE C 00
STATION 40+52
INSTALL:
1 - 22.5° BEND 24" 4
N = 478173.48
E = 1568066.40
INV OUT=433.34'
435
I
OUT=431.06'
INV IN=430.67' SPECTRUM
TV NK TV UNK �— UNK
I
{c oX
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
)D
PID 08-051-002M
N/F CARMEN B. RAPE
& CODY A. RAPE
24" TRANSMISSION MAIN
C 00 801
GRAVEL DRIVE
f C-00-801-
Tv--—�'1/�� TV TV
UN ���u+/LAG i. UNK UNK
- C-00-703_`
INV OUT=430.27'
E. LAWYERS ROAD SR-1631
C-00-702 TEMPORARY
FABRIC DROP
' Cf INLET PROTECTION
PID 08-054-003
N/F MARY ELLEN SPOH
PLAN
SCALE: 1" = 40'
0 40
N
PLAN
NORTH
80
= 440 =
STD FhNL,t
C-00-702
- —
PID 08-051 002A
N/F WILLIAM WELDON BRASWELL
/ / & DAVID ELTON BRASWELL
7 20tF-36"STEEC CA G ®�
/
7Ci
/ / /
INA
IN�44249'
0
'_—- 440_
430�
INV OUT=427.22'
+NV"OUT 2r97'
-
au
TEMPO
PID 08-054-004
N/F MARY ANNE ORLANDO
.\
C-00-702
r
NO WETLAND OR
STREAM IMPACTS
-
STA=40+51.8
-INSTALL=
•
z
EXISTING
GRADE
15" CMP)
24" TRANSMISSION MAIN C 00 801
I
z
0
Q
co
0
co w
L CASING
40+00
40+50
41+00
41+50
42+00
42+50
43+00
43+50
PROFILE
44+00
0 40 80
HORIZ
44+50
8
45+00
16
VERT
45+50
46+00
46+50
47+00
47+50
460
450
440
430
420
410
400
48+00
GENERAL NOTES
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
12 CONTRACTOR SHALL REMOVE FENCING AS NECESSARY
FOR CONSTRUCTION, PROVIDING TEMPORARY FENCING.
CONTRACTOR SHALL REPLACE FENCE TO
PRE -CONSTRUCTION CONDITIONS WITH GATE ACROSS
PERMANENT EASEMENT TO MATCH FENCE STYLE. SEE
NOTE 10.
13. CONTRACTOR TO PROVIDE 20 LF OF 36" STEEL CASING
WHERE 24" WATER TRANSMISSION MAIN CROSSES UNDER
EXISTING STORM DRAINAGE PIPE CULVERTS. CASING TO
BE CENTERED UNDER CULVERT.
14. SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15. SEE STREAM FLOW BARRIER SECTION DETAIL
ESC-M/C-00-703.
24 SEE STREAM CROSSING RESTORATION DETAIL
ESC-N/C-00-704.
13:1
Call before you d g.
Dial BM
North Carolina All, loc.
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
CHECKED:
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 40+00 TO
STATION 48+00
DRAWING NUMBER

\ PID 08-051-002A / �� PID 08-05-1002L
N/F WILLIAM WELDON BRASWELL / N/F GREGORY ELTON BRA
\ \� & DAVID ELTON BRASWELL �j JUDY LOVE BRAS
\ o,
tu
co
2
�\TV U_
��- TV
NK_
R/W=
TV
��/PID 08-054-004 /
N/F MARY ANNE ORLANDO
(//Jf fi
--*
\\)< Y7/1/////---\
SSE€-N.OTF 9 (TY-P) / / //
/// j//-
SINGLE ROW
TVA
--CraK�
C-00-702-
STORM DRA
GRATE EL=432.47'
SPECTR,I n I N=429.22'
V ''4 OUT-429.19
UNK- Tv
UNK
WELL &
ELL
\ r \\
7 / /
PID 08-05-4008
N/F GREGORY ELTON BRASWELL &
/� JUDY L. BRASWELL
(,////7/--
-- ////i
C-00-801. /27
b / NEW CONSTRUCTION
EASEMENT
— NEW WATER MAIN Q
EASEMENT
SIIJ FCNCC
— /
//
_STATION 51+47 t� /
— INSTALL:
.ally
_ -1 - ARV-05 C-00-802. -�
N = 477148.99 Ecr_
K- NK �TUNK- E = 1568379.21 Tv UNK TV
-C-0�702 —
TEMPORARY
FABRIC DROP
INLET PROTECTION
PID 08-054-005
N/F CHRISTOPHER A. JENKINS -
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
460
450
440
430
420
410
400
**:
// ///)11 ((( H1))/
// /// /1001
// iTION 5/,,l
STATION H I
// / INSTALL: C-00 /
/ 71 - 24" BUTTERFLY VAL
/ N = 476978.79
/ E = 1568544.75
/i
7
VE
f I 1
»)
//)/
„.
C-00-702
STATION = 55+25
TRENCHLESS CROSSING, °
NO IMPACT
NO WETLAND OR
STREAM IMPACTS
EXISTING
GRADE
STA=51+46.5 C-00-802
INSTALL:
1 ARV ASSEMBLY
- SPE
CTRUM
C-00-
.S.TA.=.53+84 7
INSTALL:
1 - 24" BUTTERFLY VALVE
\
N
(24" RCP
iTry
rn
z
0
1-
1-
48+00
48+50
49+00
0
z
U
uJ
0-
0
z
c9
uJ
rn
z
0
1-
1-
END PIFPE CASING
24" TRANSMISSION MAIN C 00`801
-20 LF 36' .STEEL
49+50 50+00
CASING.
13
50+50
51+00
51+50
52+00
52+50
53+00 53+50
54+00 54+50
HDD ENTRY
STATION = 55+22
ELEV.= 424 5
425'HDD-
24"
HOPE
460
450
440
430
\ 420
PROFILE
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
8
16
VERT
410
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
8 TEMPORARY CONSTRUCTION ENTRANCE TO BE
CONVERTED TO AN ACCESS DRIVEWAY. CONTRACTOR
SHALL PROVIDE 18" CMP STORM DRAINAGE PIPE WHERE
REQUIRED AND NECESSARY GRADING TO PROVIDE
POSITIVE DRAINAGE. SEE DETAILS ESCJ/C-00-703. AND
N/C-00-803.
13 CONTRACTOR TO PROVIDE 20 LF OF 36" STEEL CASING
WHERE 24" WATER TRANSMISSION MAIN CROSSES UNDER
EXISTING STORM DRAINAGE PIPE CULVERTS. CASING TO
BE CENTERED UNDER CULVERT.
811
Know what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
BrownD! •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
H
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 48+00 TO
STATION 56+00
DRAWING NUMBER

PID 08-05-4008
N/F GREGORY ELTON BRASWELL &
JUDY L. BRASWELL
' \1�
l r
\ \ / I 1 \I
\ \ \ ' 1 \
I00
I
r_
RI*
PID 08-054-005
N/F CHRISTOPHER A.
7 r— JENKINS
C-0�
STATION 59+46
INSTALL:
1 - ARV-06
N = 476484.91
E = 1568806.22
TRENCHLESS CROSSING, -DD EXIT PIT
NO IMPACT STATION = 59+50
24" HDPE
\w-c,\ \c-c,
RIW
LOU
k\\\\\\ -1?
\\ 1
i
STATION 59+51
INSTALL:
—1 - 24" BUTTERFLY VALVE
N = 476479.98
E = 1568807.29
1
- LOD
E. LAWYERS ROAD SR-1631
LW=
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
C-0�
STATION 59+96
INSTALL:
1 - 24" x 12" TEE (BLOW -OFF)
N = 476435.63
E = 1568814.49
OB`
�
R/W
R/W
C-00-801
LO
PID 02-230-018
N/F GREGORY ELTON BRASWELL &
WILLIAM WELDON BRASWELL
24" TRANSMISSION MAIN
R/W
PID 02-230-018
N/F DAVID ELTON BRASWELL &
WILLIAM WELDON BRASWELL
Leh
R/W
C-0�801
R/W
C-00-703 C-00-803
R/W
TJ
NEW CONSTRUCTION
EASEMENT
OD
SILT FENCE
ESC-D
C-00-702
SINGLE ROW
co
co
NEW WATER MAIN \ ���
EASEMENT ' T ���\,�\,
RAN
—3
F
R/kv\OIL BORE HV-5
/ RiW
NO WETLAND OR
STREAM IMPACTS
440
430
420
410
400
390
385
42
5' HDD -
24"
HDPE
•
z
0
to
U
LO
1-
a
w
0
R=364,7
24' HDPE
HDD EXIT
STATION -= 59+46.
ELEV=425.0
STA=59+45.9
INSTALL:
1.-.ARV ASSEMBLY
STA=59+50:9
INSTALL::
C-00-802
C-00-802
1 - 24" BUTTERFLY VALVE
STA=59+95:8
INSTALL:
1-24"x12:'TEE (B
z
2
EXISTING
GRADE
ST
A=63+16.3
INSTALL:
STA=63+91.7
INSTALL:
440
430
LOW -OFF)
C-00-801
A
24" TRANSMISSION MAIN C 0801
56+00
56+50
57+00
57+50
58+00
58+50
59+00
59+50
60+00
60+50
61+00
61+50
62+00
62+50
63+00
63+50
PROFILE
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
8
16
VERT
420
410
400
390
385
64+00
GENERAL NOTES
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY KEYNOTES APPLICABLE TO THIS DRAWING ARE LISTED.
8 TEMPORARY CONSTRUCTION ENTRANCE TO BE
CONVERTED TO AN ACCESS DRIVEWAY. CONTRACTOR
SHALL PROVIDE 18" CMP STORM DRAINAGE PIPE WHERE
REQUIRED AND NECESSARY GRADING TO PROVIDE
POSITIVE DRAINAGE. SEE DETAILS ESCJ/C-00-703. AND
N/C-00-803.
811
Krnow what's below.
CaII before you dig.
Dial BM
North Carolina A11, Inc.
BrownD! •
Caldwefl
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WATER
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
H
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-608.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 56+00 TO
STATION 64+00
DRAWING NUMBER
C-02-608

LTJD
_CO
PID 02-230-018
N/F DAVID ELTON BRASWELL &
WILLIAM WELDON BRASWELL
NEW WATER MAIN
r
• EASEMENT
SOIL BORE HV-5
/STATION 66+31
INSTALL:
p\• NEW CONSTR
EASEMENT
UCTION
2
STATION 66+53
INSTALL:
1 - 22.5° VERTICAL BEND 24"
N = 475788.83
E = 1568878.30
C-0�
STATION 66+39
INSTALL:
1 - 22.5° VERTICAL BEND 24"
N = 475801.87
568879.72
C 00 801' 24" TRANSMISSION MAIN
\?S
IMPACT #S3:
SURFACE WATER TEMPORARY IMPACT
STREAM SD - 53 FT
FLAGS SD-1 THROUGH SD-7
AND SD-101 THROUGH SD-107
MARKING CHANNEL WIDTH
fESC-D�
C-0�
702
1 v '
C-00-803
SILT FENCE
■ ■
■ ■
DOUBLE ROW
ANTI -SEEP
COLLAR (TYP)
fESC-MC-00-703
VARIABLE R/W PER NCDOT
PROJECT 6.503019
PID 02-230-018
N/F DAVID ELTON BRASWELL &
WILLIAM WELDON BRASWELL
450
440
430
420
410
400
390
STATION 66+78
INSTALL:
1 - 22.5° VERTICAL BEND 24"
N = 475763.30
E = 1568875.51
STATION 66+90
INSTALL:
1 - 22.5° VERTICAL BEND 24"
N = 475751.64
YE = 1568874.24
n
V IN=4
STATION 68
INSTALL:
1-24"x24"TEE(
'
N = 475603.56
E = 1568858.08
C-0�803 C-00-703
1 1
/I
39
\ \ . C N\ X \
24" TRANSMISSION MAIN
& TAMMY B. OSSMAN
42
C-00-702
DELINEATED \
WETLANDS
C-00-703
fESC-B
C-00-701
SILT FENCE
C 00 702k\
DOUBLE ROW �� 1
c-off
C-0�
vv
SEE INSET 'A'
T\
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH \
80
N - STATION 69+83
INSTALL:
1 - 22.5° VERTICAL BEND 24"
N = 475571.19
E = 1568998.58
STATION 69+63
/ INSTALL:
1 - 22.5° VERTICAL BEND 24"-
N = 475576.05
E = 1568979.07
1l�
-00-704
C-00-701
C-00-703
A/Pr
\ / C-00-703 �\
P(ESCiBi
/ C-0�701
r STATION 68+96
INSTALL:
1 - 22.5° VERTICAL BEND 24"
N = 475592.35
E = 1568913.84
C 00 702
STATION 68+79
INSTALL:
1 - 22.5° VERTICAL BEND 24",�
N = 475596.45
E = 1568897.44
STATION 8 74
INSTALL:
1 - ARV-08
N = 475597.46
�E = 156889 .50
STATION 68+45
INSTALL:
1 - 24" BUTTERFLY VALVE
N = 475602.66
E = 1568863.89
-SItT FENCE
/ �c uu iuz / / fz// //
NEW WATER MAIN 7 / �� //
EASEMENT , //
C f
1I(�1 �
SILT FENCE
DOUBLE 'OW
STUB OUT FOR FUT
INSTALL:
1 - 24" X 12" REDUCER
1 - 12" X 8" REDUCER
1 - 8" GATE VALVE WITH BOX
1 - 8" CAP
ALL PIPE AND APPURTENANCES F
COMPLETE CONNECTION
INGL ROW
1 "
C G , L/C
IMPACT #S4
SURFACE WATER TEMPORARY IMPACT
STREAM BB - 50.5 FT
FLAGS BB-1 THROUGH BB-5
AND BB-101 THROUGH BB-105
MARKING CHANNEL WIDTH
•
PID 02-230-077
N/F ANTHONY BENNETT &
GWENDOLYN PERKINS
NNECTI
INSET 'A'
SCALE: 1" = 10'
0 10
STA=66+52.6
INSTALL:
STA=66+76:3
INSTALL:
•
itisuvrt
STA=68+39
INSTALL:
24" x 24' TEE
STA = 68+44.8
INSTALL:
1 - 24 BUTTERFLY VALVE
STA=66+39.5
INSTALL:
STA=66+90
INSTALL:
STA=68+73.9
INSTALL:
1 - ARV ASSEMBLY
STA=66+30.9
Z_
2
1
1N$TALL:1
ARV ASSEMBLY
EXISTING
GRADE
i
1-
/ --------------
183' @ 1.00% MIN.
STA=68+79
INSTALL:
STATION=69+28.8
A TI SEEP COLLAR
C-00-803
STATION=66+52.8
ANTI SEEP COLLAR
STATION=66+75.5
ANTI SEEP
0
COLLAR C-00803
STA=68+95.9
INSTALL:
0 \ STATION
=68+98
1
C-00-803 ANTI SEEP COLLAR
INSTALL:
INSTALL
24" TRANSMISSION MAIN C-00-801
STATI
ON=69+59.6
0
ANTI SEEP COLLAR c-00-803
STATION=66+53.8
BEGIN PIPE CASING
STATION=66+73.9
END PIPE CASING
BEGIN PIPE CASING
END PIPE CASING
-60 LF 36' STEE CASING
-20 LF 36" STEEL CASING
64+00
64+50 65+00
65+50
66+00 66+50
67+00
67+50
PROFILE
68+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
68+50 69+00
8
16
VERT
69+50 70+00
70+50 71+00
71+50
20
450
440
430
420
410
400
390
72+00
6
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
3 APPROXIMATE LOCATION OF EXISTING WETLAND.
CONTRACTOR SHALL MAINTAIN MINIMUM DISTURBANCE
WITHIN THE WETLAND AREA AS SHOWN.
6
Brown AND
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90`)/0 SUBMITTAL
WETLAND AREA WHICH SHALL BE REUSED AS THE TOP 18
INCHES OF BACKFILL. RESTORE ALL WETLAND AREAS TO
PRE -CONSTRUCTION CONTOURS.
7 RESEED WETLAND AREAS WITHIN LOD. SEE SHEET
C-00-701/NC - SEC SEEDING TABLE 6.24c, WETLAND SEED
MIX.
8 TEMPORARY CONSTRUCTION ENTRANCE TO BE
CONVERTED TO AN ACCESS DRIVEWAY. CONTRACTOR
SHALL PROVIDE 18" CMP STORM DRAINAGE PIPE WHERE
REQUIRED AND NECESSARY GRADING TO PROVIDE
POSITIVE DRAINAGE. SEE DETAILS ESCJ/C-00-703. AND
N/C-00-803.
9 SEE EROSION CONTROL FOR EXCAVATED MATERIALS
DETAIL ESC-A/C-00-701
10 SEE
14 SEE
15 SEE
ESC
BE
24 SEE
ESC
LEGEND
TEMPORARY
CONSTRUCTION EASEMENT
_ _ NEW PERMANENT
EASEMENT
PROPOSED ALIGNMENT
TEMPORARY IMPACT
-703.
SHALL
DARIES.
IMPACT SUMMARY
SQ. FT
LENGTH (FT)
SURFACE WATER
TEMPORARY IMPACT
103.5
WETLAND PERMANENT
IMPACT
_
8:1
Call before you d g.
Dial BM
North Carolina All, loc.
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 64+00 TO
STATION 72+00
DRAWING NUMBER
3
4
5
6

PID 02-230-017
N/F ROBBIE D. OSSMAN
& TAMMY B. OSSMAN
:ys
- INV OUT--4328T
i
C-00-703
'ESC-D
C-00-702?
/ SIOL RR"JW
PID 02-230-077
N/F ANTHONY BENNETT &
GWENDOLYN PERKINS
500
490
480
470
460
450
440
430
420
(
/0
;;;-)- 17 / , I l ° r
PID 02-230-013 / ° / J
N/F ROBERT MCMULLEN FRANCIS, JR.
& SANDRA FRANCIS
24" TRANSMISSION MAIN
S�
fox
/
/
/NEW CONSTRUCTION ( /
EASEMENT
PID 02
-230-015
N/F LEON C. SMITH, III
& PATSY S. SMITH
/
NEW WATER MAIN
EASEMENT
CO
/0 C-0000-801 GRAVEL (RIVE
t
J OD
/0 0
I 0 DUKE
\-\ I •NS 4R 76.
141
R/7—�i. V O T-448.30' R// -1 `� // . ,.
\\\\ E \ \� / ( 1 r l ` r(-
�\ \C 00-703 \,,,,,\ \\ \ \\ v \ \I \ \ \ .z
\\\\\\\\ \\\ \ \\\ \\ \`\\\\\\\\\N\\\ \\N\
l i .._.-_,,--\-'
�PID 02-230-073 \ \ —
\ \ \ \ \
-----_\ N/F ANTHONY BENNETT & \ \ \ \\ \ \\ \
GWENDOLYN PERKINS \ �\
_ A \ 1 \ 1
PLAN
SCALE: 1" = 40'
0 40
C-0) 0 703
PID 02-230-072
N/F JEREMY T. SECREST &
AMANDA L. SECREST
PLAN
NORTH
80
\\
(
PID 02-230-016,-
N/F WILLIAM P. FERRON &
PATRICIA L. FERRON
_C-00-801: CONCRETE DRIVE
O
S�E NOTE 9,(TYP)
- SATELLITE
INV•1 76.8/ DISH
L°
LODE
PLANTER
BOX
INV QOT=�'
IT
\'
PID 02-230-023
N/F JOHN T. HENDRICKS
& RENEE R. HENDRICKS
/ SEE NOT 9\TYP�
l
INV IN=4
485
sti T FE CE
St11GLE-IY6W
PID 02-230-071
- N/F BEVERLY C. VOELZOW &
NORMAN E. VOELZOW
Z -�" 1 , /
E -K
C-00-703
/
NO WETLAND OR
STREAM IMPACTS
UE-.(3.). DUKE.S.E.C.ONDARY
-SPECTRUM
UE
31D
UKE SECONDARY-N
SERVICE
DUKE SECONDARY)
-(T - SERVICE)
-(TV-
SERVICE
/
Z
2
EXISTING
GRADE
-(6 -DUKE SECONDARY-
- SERVICE
24" TRANSMISSION MAIN C 00 801
—
/
72+00
72+50
73+00 73+50
74+00 74+50
75+00 75+50
PROFILE
76+00 76+50
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
8
77+00 77+50
16
VERT
78+00 78+50
79+00
79+50
500
490
480
470
460
450
440
430
420
80+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
811
Know what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc_
BrownD! •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
H
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-61 0.D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 72+00 TO
STATION 80+00
DRAWING NUMBER
C-02-610

C-00-801
GRAVEL DRIVE
SEE NOTE 9 (TYP)) \
CV
O
C = ti1-80
- o -
c� �-�--- o -
PID 02-230-023
N/F JOHN T. HENDRICKS
& RENEE R. HENDRICKS
C-00-702
SINGLE ROW
l.t l5 ,ii
PID 02-230-071
N/F BEVERLY C. VOELZOW &
NORMAN E. VOELZOW 1
�,ii./
530
520
510
500
490
480
470
/
-IT? \\ -"°'-`'-'-k-31 L\
_/ \ \
STUB OUT FOR FUTURE CONNECTION:
INSTALL:
C 00 802 1 - 8" GATE VALVE WITH BOX 0
)1 - 8" CAP
ALL PIPE AND APPURTENANCES FOR r( COMPLETE CON \ CTION
STATION 82+77
INSTALL:
1 - 24" x 8" TEE (RED)
N = 475507.47
E = 1570280.69
WL 487.
PID 022-300-30
N/F MARLENE SIMONDS &
GEORGE JEFFREY SIMONDS
BORE AND JACK 60 LF 36" STEEL CASING
UNDER BROOKS MILL LTE (SR-1679)• C-00-802
4g5
/ice
PID 02-230-070
N/F WANDA MOORE MCWHORTER &
GEORGE ERIC MCWHORTER
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN \
EASEMENT
/ (°/ /
PID 02-230-012
N/F THOMAS B. BOWERS &
CRLA S, BOWERS
(
D /
85+0
24" TRANSMISSION MAIN C-0�801
\ 0
00
00 0
STATION 87+2y U
INSTALL: J�/
1 - 11.25° BEND 24"
N = 475511.70
E = 1570732.40
G \ RAVEL DRIVE
C-0��1 ,
(ESN<
C-00-703\
86+11 lcl
-__-_-_-__
f_____--
C00y\ 702 J /
\ � � SINGLE-2o/V / / / / y J
)/// / / / / ///'// // �
)/////// / i // / // /
/ - // / / / / / // //I ( / 7 i / (
/f/`/\ �V i \ / / / // C \
\\ \icI)\,
���\ \ PD 02-230-068 `1A / // // /I� )/ / /^./ / / / /// //// //\J / 1 � l\ KAF ROINAAMBERMADDOX (// /o,7
\\I\\r\I,/ -�-/>>\(<) ( ///i//i///1
/1//
1\\\\
1 �
/
/
PID 02-230-039
N/F CALVIN WAYNE
MULLIS, SR. &
ANNE C. MULLIS '- —
SEE NOTE1/9 (TYP)
/
co
o,
Ci
o)
NO WETLAND OR
STREAM IMPACTS
STA=87
+28
9
INSTALL:
- SERVICE
UE
- SERVICE
- (6) DUKE SECONDARY
UE
2"C
STA=82+77
INSTALL:
1 - 24" x 8" TEE (RED)
- DUKE SECONDARY
UE -
(3) DUKE SECONDARY
c)
co
co
I:
z
a
Q
CO
C
0
uJ
d_
d
z
c9
ti
T
BROOKS MILL
STATION=83+41.0
END PIPE CASING
EXISTING
GRADE
z_
2
V - SERV.ICE.-.SPECTRTUM
24" TRANSMISSION MAIN C 00 801
-JACK & BORE
60 LF 36" STEEL
CASING
J
C-0�
80+00
80+50
81+00
81+50
82+00 82+50
83+00
83+50 84+00
PROFILE
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
84+50
8
85+00
16
VERT
85+50 86+00
86+50 87+00
530
520
510
500
490
480
470
87+50 88+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
4 JACK AND BORE CROSSING 20' X 40' ENTRY PIT.
5 JACK AND BORE CROSSING 20'X 20' EXIT PIT.
8 TEMPORARY CONSTRUCTION ENTRANCE TO BE
CONVERTED TO AN ACCESS DRIVEWAY. CONTRACTOR
SHALL PROVIDE 18" CMP STORM DRAINAGE PIPE WHERE
REQUIRED AND NECESSARY GRADING TO PROVIDE
POSITIVE DRAINAGE. SEE DETAILS ESCJ/C-00-703. AND
N/C-00-803.
811
Know what's below.
CaII before you dig.
Dial D11-
North Carolina A11, Inc_
BrownD! •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
H
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-611. D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 80+00 TO
STATION 88+00
DRAWING NUMBER
C-02-611

-S7o�
PID 02-230-039
N/F CALVIN WAYNE MULLIS, SR. &
ANNE C. MULLIS
51F f
/SEE NQTE 9 (TYP)
C-00-801
7N\\A /
C-00-703
CONCRETE DRIVE
SILTF NEE
I� t
SC-D / 1
C00702 I1 kI
C J y.-t1 SI GI-
R+W
PID 02-230-068 I ,
I N/F JOEL ALAN MADDOX & /
I J
I li I i fl I%( 14
/ 1� III�I NiIl� /�I��
560
550
540
530
520
510
500
KARINA AMBER MADDOX
W"
PID 02-230-028
N/F ULRICH R. GATTERER & °
KARIN R. GATTERER
C-00-702
/ SI �GL ROW
IV I -531.25'
1 - 24" x 8" TEE (RED)
= 475392.26
= 1571089.24
/ STUB OUT FOR FUTURE CONNECTION:
)
I INSTALL:
C 00 802 �1 - 8" GATE VALVE WITH BOX
1 - 8" CAP
ALL PIPE AND APPURTENANCES FOR ,
7 iCOMPLETE CONNECTION ,
/ / 1 )
/ ///
,F)I/ /(���
//IIi(H/!, (6(s)
/
)
006;
\\\\
C-00-703
CONCRETE DRIVE _C-00-801
NEW CONSTRUCTION
-EASEMENT
NEW WATER MAIN
r EASEMENT
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
INV IN-.44.34'
COS
C-00-703
STATION 93+91
INSTALL:
1 - ARV-09
N = 475276.81
E = 1571349.35
\ 24" TRANSMISSION MAIN C-00-801
E. LAWYERS ROAD SR-1632
PID 02-230-045
N/F ROBERT THORNTON
s
ss
0
0
/
PID 02-230-014A
N/F LEE ROBERT BIVENS &
/ // KATHLEEN K. BIVENS
GRAVEL DRIVE
//
T FENCE
C-0�801
ESC-D
C-00-702
NGLE ROW
4 UT=543. '
INV OUT=541.34'
INV IN=542.40'
ESC-K
PID 02-230-044
N/F SANDRA B. HOLLAND &
GARY D. HOLLAND
R/W
545
NO WETLAND OR
STREAM IMPACTS
TV
.SPECTRIM -SERVICE)
STA=93+90.7
C 0 02 .INSTALL:
1 - ARV ASSEMBLY
STA=91 10G.1
INSTALL:
UE
(3)
DUKE SECONDARY
EXISTING
GRADE
1 - 24" x 8" TEE (RED)
SERVICE
—V�
SPECTRI1 SERVICE)
T - WINDSTREAM
- SERVIC
24" TRANSMISSION MAIN C-00`801
/
88+00
88+50 89+00
89+50
90+00 90+50
91+00
91+50 92+00
PROFILE
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
92+50
8
93+00
16
VERT
93+50
94+00
94+50
95+00 95+50
560
550
540
530
520
510
500
96+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
12 CONTRACTOR SHALL REMOVE FENCING AS NECESSARY
FOR CONSTRUCTION, PROVIDING TEMPORARY FENCING.
CONTRACTOR SHALL REPLACE FENCE TO
PRE -CONSTRUCTION CONDITIONS WITH GATE ACROSS
PERMANENT EASEMENT TO MATCH FENCE STYLE. SEE
GENERAL NOTE 10.
811
Know what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-612 . D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 88+00 TO
STATION 96+00
DRAWING NUMBER
C-02-612

535 7"
PID 02-230-014A
N/F LEE ROBERT BIVENS &
KATHLEEN K. BIVENS
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
/ o EASEMENT
/ LOD ° L
uJ
1� —a w
O96
0
o
r.y1(0
� rn
w
560
550
540
530
520
510
500
/
/
/
C-O0-STATION 97+90
INSTALL:
1 - ARV-10
N = 475113.01
E = 1571713.98
ioaf Ap
RiW R/W it /W
— E
E ,
I I
SILT FENCE
SINGLE ROW
PID 02-230-043
N/F LARRY C &
WF KATHY M. SHELMS
0
/ I
PID 02-230-008C
N/F DAVID A. DEANGELO &
TAMMY J. DEANGELO
0
0
/ I
/ 0 / I
p � /
E. LAWYERS ROAD SR-1632
7
1 � \
R/W
E
CP
PID 02-230-042
N/F DAYNA C. HINSON &
DAVID S. HINSON
PLAN
SCALE: 1" = 40'
0 40
C-0�
PLAN
NORTH
80
JW
z 7
/
/ /
l /
/ GRAVEL DRIVE \0
/ /
PID 02-230-008
N/F DAVID A. DEANGELO
0
J�
INV OUT=531.35'
INVTN=531.01'
(
I 1 1
\ / Li
\
I I(
) \
/ \
/ j \ /� , _ .
\ • PID 02-230-040
I '' 14 N/F ANTOINETTE BECHT &
IRICHARD BECHT
_VV / I ) 1
l
24" TRANSMISSION MAIN
A
C-00-801
2
C-00-702
INGL
/
C-0� 703�
GRAVEL DRIVE
C-00-801
co
(31
OD _co
.W
00 o
141
J \ �
= r\
OUT=524.70'
R/W
NO WETLAND OR
STREAM IMPACTS
EXISTING
GRADE
C-00-802
1-AR
STA=97+90.4
INSTALL:
VASSEMBLY
C 00 801- 24" TRANSMISSION MAIN
-CT
- WINDSTREAM)
96+00
96+50
97+00
97+50
98+00
98+50
99+00
99+50
PROFILE
100+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
100+50
8
101+00
16
VERT
101+50
102+00
102+50
103+00
103+50
N
560
550
540
530
520
510
500
104+00
APPRO
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
12 CONTRACTOR SHALL REMOVE FENCING AS NECESSARY
FOR CONSTRUCTION, PROVIDING TEMPORARY FENCING.
CONTRACTOR SHALL REPLACE FENCE TO
PRE -CONSTRUCTION CONDITIONS WITH GATE ACROSS
PERMANENT EASEMENT TO MATCH FENCE STYLE. SEE
GENERAL NOTE 10.
22 CONTRACTOR SHALL COORDINATE WITH UNION COUNTY
COOPERATIVE PRIOR TO PIPELINE CONSTRUCTION FOR
THE TEMPORARY SUPPORT OR RELOCATION OF POWER
POLE.
811
Krnow what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-613. D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 96+00 TO
STATION 104+00
DRAWING NUMBER
C-02-613

Z
m
y
r-
26
PID 02-230-008
N/F DAVID A. DEANGELO
7
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
SEE NOTE 10 (TYP)
C 00 801 24" TRANSMISSION MAIN
9
s2s
ti
PID 02-230-040
N/F ANTOINETTE BECHT &
RICHARD BECHT
560
550
540
530
520
510
525
7
/
7
IJ
7
STATION 107+78 -
-INSTALL: IMPACT #W1:
1 - 24" BUTTERFLY VAL' WETLAND PERMANENT IMPACT
—N = 474555.99 WETLAND A - 1,325.1 SQ FT (0.03 AC)
PID 02-199-063
N/F JOSHUA BROCK WALLACE & \
525— LAUREN ASHLEY FUNDERBURK
E = 1572515.48 FLAGS WA-100 THROUGH WA-107 \
LOD
0 0
PID 02-230-008A
N/F JUDITH D. DEANGELO
�l
7
106+00-
SINGLE RO
8
STATION 107+b i x 1 .../ \
INSTALL: �� \ ____.Ny \\ C-00-80
1 -ARV-11 1 �'�� SEE�NQTEITYP) �\ �/
N = 474564.98 \ J�(('a GRAVEL DRIVE
E = 1572508.68
\\
6) I
\
\C-00-801 \ FE
\____\ ESC-D ■
\ GRAVEL DRIVE C 00 702 S NCE ■
'
�' \ DOUBLE FW / II
\ / ll
w
0
Q \ \0 p 0 O © � \ \
PID 02-230-079 \��) —
N/F ABBY MICHELLE FISHER SURRAO & \\,\
\
RYAN CHRISTOPHER SURRAO \,.'
I I 0 0
__ I\ \ \ \ °) _ \ �
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
\
(
PID 02-199-064
N/F DONALD BRANDON CHRISTIAN
— DELINEATED
WETLANDS
/ESC-D�
C-00-702
0
■ ■
■ ■
DOUBLE ROW
PID 02-199-065
N/F MARY RITA ELLIS-PALMER & ,
CHRISTOPHER LEE MEADOWS
(C
C 0�801
GRAVEL DRIVE
DELINEATED
WETLANDS
-
IMPACT #W2:
WETLAND PERMANENT IMPACT
30 I10(k\ 6-
35
` 31
((( PID 02-199-066
N/F JUVENAL PUENTE, JR.
& SONIA MICAELA
SANTACRUZ
C-0�
C-0�
N
its(. .. - .. •
k2•_'..":' a
''''''''
• ''''''''''' ............................................................................
� 1
(` 1111 7(1
J
I
IMPACT #W3:
WETLAND PERMANENT IMPACT
WETLAND A - 1,053.2 SQ FT (0.024 AC)
FLAGS WA-300 THROUGH WA-305
WETLAND A - 3,213.41 SQ FT (0.074 AC) /
FLAGS WA-200 THROUGH WA-209
C-00-703
IMPACT SUMMARY
SQ. FT
LENGTH (FT)
SURFACE WATER
TEMPORARY IMPACT
-
-
WETLAND PERMANENT
IMPACT
5591.71
-
l :( )1 1 HK
LEGEND
TEMPORARY
CONSTRUCTION EASEMENT
_ — _ — _ _ NEW PERMANENT
EASEMENT
PROPOSED ALIGNMENT
WETLAND PERMANENT
IMPACT
rm.) uL-c30-078
N/F JASON ENTERPRISES
EXISTING
GRADE
UE -
STA=107+67.1
INSTALL
1 - ARV ASSEMBLY
DUKE
STA = 107+78 4
INSTALL:
1 - 24" BUTTERFLY VALV
TV
0 PRIMARY
500
104+00
SPECTRUM - S
(T - WINDSTRE
- WINDSTREAM
R VICE
DUKE 1
24" TRANSMISSION MAIN
C-0 0-801
N
0
STATION=
ANTI SEIEP COLLAR
O
II
z
0
1-
1-
f 0 ANTI -SEEP
C-00-803 COLLARS
1. )
z
0
1-
1-
104+50
105+00
105+50
106+00
106+50 107+00
107+50 108+00
PROFILE
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
108+50
8
109+00
16
VERT
109+50
110+00
110+50 111+00
111+50
560
550
540
530
520
510
500
112+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
3 APPROXIMATE LOCATION OF EXISTING WETLAND.
CONTRACTOR SHALL MAINTAIN MINIMUM DISTURBANCE
WITHIN THE WETLAND AREA AS SHOWN.
6
WETLAND AREA WHICH SHALL BE REUSED AS THE TOP 18
INCHES OF BACKFILL. RESTORE ALL WETLAND AREAS TO
PRE -CONSTRUCTION CONTOURS.
7 RESEED WETLAND AREAS WITHIN LOD. SEE SHEET
C-00-701/NC - SEC SEEDING TABLE 6.24c, WETLAND SEED
MIX.
9 SEE EROSION CONTROL FOR EXCAVATED MATERIALS
DETAIL ESC-A/C-00-701.
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
12 CONTRACTOR SHALL REMOVE FENCING AS NECESSARY
FOR CONSTRUCTION, PROVIDING TEMPORARY FENCING.
CONTRACTOR SHALL REPLACE FENCE TO
PRE -CONSTRUCTION CONDITIONS WITH GATE ACROSS
PERMANENT EASEMENT TO MATCH FENCE STYLE. SEE
GENERAL NOTE 10.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
ESC-M/C-00-703.
18 EXCAVATED MATERIALS FROM WITHIN WETLANDS SHALL
BE STOCKPILED OUTSIDE OF THE WETLAND BOUNDARIES.
24 SEE STREAM CROSSING RESTORATION DETAIL
ESC-N/C-00-704.
811
Know what's below.
CaII before you dig.
Dial D11-
North Carolina A11, Inc_
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV DATE DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-614. D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 104+00 TO
STATION 112+00
DRAWING NUMBER
C-02-614

PID 02-199-066
N/F JUVENAL PUENTE, JR.
& SONIA MICAELA SANTACRUZ
DEL NEATED WETLANDS
SEE DWG C-02-614
C-0�
ESC\
C-00-703
W
•
Al
L-,r, r� „cum. -
yrrEL —rerr akre.isaaare
,___1( L O �•I
I: %� ', - ..........
::�.:• . err C
— R/W
W
Z
C-0 0-704
"7. .
...............................................................................................................................................
ANTI -SEEP
C-00-803 COLLAR
DELINEATED
WETLANDS -
SEE NO E 9 (TYP) —
SIL FENCE k
ESC-D
■ I ■
■ I ■
DOUBLE ROW
C-0�
IMPACT #W3:
WETLAND PERMANENT IMPACT
WETLAND A
SEE C-02-615
560
550
540
530
520
510
500
PID 02-199-067
N/F JASON SHEPPERSON
& TERESA L, SHEPPERSON
C-00-703
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
INV OUT=532.63'
IR/W• E R/W-
j •
/ S LT `�' NCE
11 #rfalmr
I —KM
C-00-702
DOUBLE ROC...,
- CONCRETE DRIVE C-00-801
1 � �
PID 02-230-005B
N/F REBECCA JANE
PYLE
1'\
`�535
PID 02-199-068
N/F ABRAHAM PADILLA RIOS
C-00-703
I
24" TRANSMISSION
MAIN
0
INV IN=532.76'
TL
Jj f
PID 02-199-069 — PID 02-199-070
N/F ANDRIY LAVRENCHUK / - N/F BRENT DOUGLAS HENCHEH
& OLENA LAVRENCHUK & NIKKI LORRAINE HENCHEN
C-00-703
GRAVEL DRIVE rC 00 801
535
7
E. LAWYERS ROAD SR-1632
0. 0
N
O I— 1
PID 02-230-007
N/F LORRIE SIMPSON
I
PLAN
SCALE: 1" = 40'
0 40
C-0�
GRAVEL DRIVE
4o
C-0��1
0
•
a Ooo PID 02-230-005F
° ` N/F LORY PARKER
0o0 I
PLAN
NORTH
80
9-a
C-00-703
)
INV OUT=534.24'
INV IN=
PID 02-199-006M
N/F SHELIA M. RYAN &
MICHAEL P. RYAN
SILT FENCE
■ ■
■ ■
DOUBLE ROW
E
- CONCRETE
DRIVE
' :. C-K
C-00-703
C-00-703
C-0�
C-0��1
PID 02-230-005E
N/F ELIZABETH ARWYN TURNER &
/ / E
COREY THOMAS WHEELER
w
RIW ---
PID 02-199-006L
N/F GUILLERMINA LOPEZ SANTIZ
& JOSE A. FALCON VILLEGAS
I \_
cc'
4
SEE IpTE 9 (TYP)
m
0
N
0)
SILT FENCE Q
1 ESC D
C-00-702
NCIE ROW
�� �E E
I
GRAVEL DRIVE 1 ' 1 /
I I C 0��1 1 / _
/fl
II
JII
I 8
I I
II
1
I
hI
----
I1r/
1 I��er
PID 02-230-005D -1
MICHAEL G.
HILDRETH
PID 02-230-005A
N/F JOHN BROOKS & -I
MELISSA PUGH
NO WETLAND OR
STREAM IMPACTS
EXISTING
GRADE
Z
.. STATION=1.12+01..0
ANTI SEEP COLLAR
1
24' TRANSMISSION MAIN C-00-801
ANTI -SEEP
COLLAR
0
C-00-803
112+00
112+50
113+00
113+50
114+00
114+50 115+00
115+50
PROFILE
116+00
0 40 80
HORIZ
116+50
8
117+00
16
VERT
117+50
118+00 118+50
119+00
119+50
560
550
540
530
520
510
500
120+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
3 APPROXIMATE LOCATION OF EXISTING WETLAND.
CONTRACTOR SHALL MAINTAIN MINIMUM DISTURBANCE
WITHIN THE WETLAND AREA AS SHOWN.
6
WETLAND AREA WHICH SHALL BE REUSED AS THE TOP 18
INCHES OF BACKFILL. RESTORE ALL WETLAND AREAS TO
PRE -CONSTRUCTION CONTOURS.
7 RESEED WETLAND AREAS WITHIN LOD. SEE SHEET
C-00-701/NC - SEC SEEDING TABLE 6.24c, WETLAND SEED
MIX.
9 SEE EROSION CONTROL FOR EXCAVATED MATERIALS
DETAIL ESC-A/C-00-701.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
18 EXCAVATED MATERIALS FROM WITHIN WETLANDS SHALL
BE STOCKPILED OUTSIDE OF THE WETLAND BOUNDARIES.
19 EXISTING PRIVATE WATER WELLS LOCATED WITHIN THE
PERMANENT AND TEMPORARY EASEMENT BOUNDARIES
SHALL BE RELOCATED BY THE CONTRACTOR ON THE
PROPERTY OWNER'S PROPERTY AT A LOCATION SUITABLE
TO THE PROPERTY OWNER. CONTRACTOR SHALL
CONNECT THE NEW WELL TO THE EXISTING SUPPLY LINE
TO THE HOUSE. CONTRACTOR SHALL BE RESPONSIBLE
FOR PERMITTING AND ALL REGULATORY REQUIREMENTS
AND NEW PRIVATE WELL SHALL BE OPERATIONAL PRIOR
TO ANY WATER MAIN CONSTRUCTION WITHIN EASEMENT
OF ASSOCIATED PROPERTY OWNER.
24 SEE STREAM CROSSING RESTORATION DETAIL
8:1
Call before you d g.
Dial BM
North Carolina All, loc.
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 112+00 TO
STATION 120+00
DRAWING NUMBER

PID 02-199-006L
N/F GUILLERMINA LOPEZ SANTIZ
& JOSE A. FALCON VILLEGAS
to
1 at
1
24" TRANSMISSION
MAI N
INV OUT=536.93'
T
C-00-702
SINGLEOW
510
120+00
SILT FE
\ �l /38
PID 02-199-006K
N/F HAROLD SAMUELL MARTO
ET AL
NEW WATER MAIN \�
EASEMENT
--C-00-703
C 00_801 CONCRETE DRIVE
/ 7 E
/ / / �€
4' PID 02-230-� C? .. \
/ /F STEPHEN R. SIZEM�RE 0 --
/ / -r \\ ° k
PID 02-199-006 _
N/F OZZIE ERNESTINE
SIMONE PRATT
„STATION 124+20
INSTALL:
C-00-802- ARV-12
\/\ N = 473334.91
E = 1573600.90
JJO \ \\
Tipanema
_e1�
Irish i
PRIMARY
121+00 121+50
BURIED
ESC-K
C-00-703
W
C-00-802
LAWYERS ROAD SR-1632
SCALE: 1" = 40'
0 40
DUKE 1
24" TRANSMISSION MAIN
PID 02-199-018
N/F CHRISTY L. STOUDT
O Q
BORE AND JACKL 40 LF 36�STEE C
0 UNDER LOUANNE DR. (SR-2734)
- C-00-702
SINGLE ROW ��
PLAN
NORTH
STA=124+19.7
C-00-802 INSTALL:
ARV -ASSEMBLY
123+00 123+50
PROFILE
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80 0
HORIZ
C-00-801
19) WELL
WINDSTREAM
16
VERT
SILT FENCE
SINGLE R
WINDSSTREAM
E.C.TRU M
C-00-702
PID 02-199-027
N/F ELI M. KEZIAH
(NO CONSTRUCTION EASEMENT)
BRI
SIG
INV OUT=540.75'
C-0®
SILT FENCE
SINGLE ROW
NO WETLAND OR
STREAM IMPACTS
-JACK & BORE
40 LF 36" STEEL
CASING
C-00-80
EXISTING
GRADE
-543—
C-0�
510
128+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
4 JACK AND BORE CROSSING 20' X 40' ENTRY PIT.
5 JACK AND BORE CROSSING 20'X 20' EXIT PIT.
19 EXISTING PRIVATE WATER WELLS LOCATED WITHIN THE
PERMANENT AND TEMPORARY EASEMENT BOUNDARIES
SHALL BE RELOCATED BY THE CONTRACTOR ON THE
PROPERTY OWNER'S PROPERTY AT A LOCATION SUITABLE
TO THE PROPERTY OWNER. CONTRACTOR SHALL
CONNECT THE NEW WELL TO THE EXISTING SUPPLY LINE
TO THE HOUSE. CONTRACTOR SHALL BE RESPONSIBLE
FOR PERMITTING AND ALL REGULATORY REQUIREMENTS
AND NEW PRIVATE WELL SHALL BE OPERATIONAL PRIOR
TO ANY WATER MAIN CONSTRUCTION WITHIN EASEMENT
OF ASSOCIATED PROPERTY OWNER.
811
Krnow what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-61 6.D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 120+00 TO
STATION 128+00
DRAWING NUMBER
C-02-616

J
1
0
0
U
0
w 128
-N-
' PI[' 02-199-0
N/F ELI M. KEZIAH
NSRUCTION EASEMENT)
C 00 801 CONCRETE DRIVE
ESC-D
C-0�
Q e'
R/W
•
PID 02-230-004
N/F GLASS II' ESTMNIT
PROPERTIE LLC
SILTENCE /
• 1•
(W
570
560
550
540
530
520
510
128+00
R�W
L
/ _FAQ 02-199-026
N/F YAI\l OMEZ
( ONSTRUCTIO ASEMENT)
4
o
0
R/W
\0
0 /
0
0
0 0
//
0
\ R/W R/ 6
,STATION 130+53
INSTALL:
- 24" x 8" TEE (RED)
N = 472988.90
E = 1574129.38
•
I
ibooi
Ie
0
•
PLAN
SCALE: 1" = 40'
0 40
BORE AND HACK 60 LF 36" STEEL CASING
UNDER OLIVE BRANCH ROAD (SR-1006) C-00-802
STUB OUT FOR FUTURE CONNECTION:
INSTALL:
\ 1 - 8" GATE VALVE WITH BOX
1 - 8" CAP
ALL PIPE AND APPURTENANCES FOR
COMPLETE CONNECTION
LO
PLAN
NORTH
80
0
•
0
0
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
LOD
R/W\ /W R/W
LOD
R/W
PID 02-199-006G
N/F BETTY SHERROD &
CLAUDE SHERROD
R/W
\
1 �
PID 02-199-&1Q
N/F KATHERINE MORTON
JAMES FRAN4(LIN MORTON
T
— 24" TRANSMISSION
MAI N
R/W
C-00-801
■
SINGROW
PID 02-199-014C
N1/F MES W. COWAN
\
W
LOD
1
C-O�702W I I
L I \
W
/
N E
NO WETLAND OR
STREAM IMPACTS
0
T: — : SERVICE
TV - SERVICE —
SPEC
TRTUM)
T — SERV�G
(T
-(TV — SERVICE — SP
ECTRTU
M)
WINDSTREAM)—
CUE --
DUKED—
O
0
z
03
w
1
O
STA=1.30+52.6
INSTALL:
1
- 24" x 8" TEE (RED)
EXISTIN
GRADE
Z
2
�z
o 0
N
7 a.
O w
z
<w
(n m
0.
z
cr, U
iltit
—JACK & BO
60 LF 36'
1
RE
ST
EEL
CAS I N
C
-00-802
2
4" TRANSMISSION
Al N
A
C-00-801
128+50
129+00
129+50
130+00
130+50
131+00
131+50
PROFILE
132+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
132+50
8
133+00
16
VERT
133+50
134+00
134+50
135+00
135+50
570
560
550
540
530
520
510
136+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
4 JACK AND BORE CROSSING 20' X 40' ENTRY PIT.
5 JACK AND BORE CROSSING 20'X 20' EXIT PIT.
8 TEMPORARY CONSTRUCTION ENTRANCE TO BE
CONVERTED TO AN ACCESS DRIVEWAY. CONTRACTOR
SHALL PROVIDE 18" CMP STORM DRAINAGE PIPE WHERE
REQUIRED AND NECESSARY GRADING TO PROVIDE
POSITIVE DRAINAGE. SEE DETAILS ESCJ/C-00-703. AND
N/C-00-803.
19 EXISTING PRIVATE WATER WELLS LOCATED WITHIN THE
PERMANENT AND TEMPORARY EASEMENT BOUNDARIES
SHALL BE RELOCATED BY THE CONTRACTOR ON THE
PROPERTY OWNER'S PROPERTY AT A LOCATION SUITABLE
TO THE PROPERTY OWNER. CONTRACTOR SHALL
CONNECT THE NEW WELL TO THE EXISTING SUPPLY LINE
TO THE HOUSE. CONTRACTOR SHALL BE RESPONSIBLE
FOR PERMITTING AND ALL REGULATORY REQUIREMENTS
AND NEW PRIVATE WELL SHALL BE OPERATIONAL PRIOR
TO ANY WATER MAIN CONSTRUCTION WITHIN EASEMENT
OF ASSOCIATED PROPERTY OWNER.
811
Know wh ars below.
Call before you d g.
Dial BM
North Carolina All, loc.
BrownD! •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 128+00 TO
STATION 136+00
DRAWING NUMBER

PID 02-199-006G
N/F BETTY SHERROD &
CLAUDE SHERROD
-543
W
(73
LOD 0
w
-z
GQ
2
— R/W
PID 02-199-014C
N/F JAMES W. COWAN
\I
570
560
550
540
530
520
510
136+00
79-
\ S4
N/
_
OD
PID 02-199-006J
N/F AMANDA D. SHERROD &
BRANDON J. SHERROD
/
SILT FENCE
`s4S—
ESC-D
C-0 0-702
LOD
—
L
139+00—.
-RAN "\R/W gREPp1P R/1/
S 5
s
MCP
PID 02-199-014B
N/F GLORIA J. TEFT &
STEVEN H. TEFT
(
0 I -
STUB OUT FOR FUTURE CONNECTION:
INSTALL:
C-00-802 1 - 8" GATE VALVE WITH BOX
\/ 1 -8"CAP
\ 1 ALL PIPE AND APPURTENANCES FOR
\ COMPLETE CONNECTION
sus
I — �` _
(14
PID 02-199-014A
N/F NORMAN BLACK &
SOPHIA BLACK
L
opp
IP
STATION 139+42
INSTALL:
1 - 24" x 8" TEE (RED)
N = 472586.67
E = 1574922.61
PLAN
SCALE: 1" = 40'
0 40
14b00
//
PLAN
NORTH
80
_,
R/W
J
S48
L�r
141
C-0�
PID 02-199-016
N/F TIMOTHY W. COFFEY &
KAREN E. COFFEY
588
s49
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
Lv v
142+00
S:S9
/
/
LL
PID 02-199-006E
N/F BRENDA THOMPSON &
JESSE THOMPSON
24" TRANSMISSION MAIN C-00-801
LOO
143+p6,
cn
r
144 00
m
n
j
SILT FENCE NN, CSC D ;;>% \ \
C-00-702 I
SINGL 'OW
\ Q \
\ E
E
E�� \
0
cr
0
1 I � 1 I
� /
PID 02-199-017 C3 /
N/F ALFRED BRUCE MILLETT, JR. & I I
WENDY RAE MILLETT
s E\1E
NO WETLAND OR
STREAM IMPACTS
EXISTING
GRADE
z
2
STA=1-39+42.1
INSTALL
1
- 24" x 8" TEE (RED
24" TRANSMISSION MAIN C-00-801
136+50
137+00
137+50
138+00
138+50
139+00
139+50
PROFILE
140+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
140+50
8
141+00
16
VERT
141+50
142+00
142+50
143+00
143+50
570
560
550
540
530
520
510
144+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
12 CONTRACTOR SHALL REMOVE FENCING AS NECESSARY
FOR CONSTRUCTION, PROVIDING TEMPORARY FENCING.
CONTRACTOR SHALL REPLACE FENCE TO
PRE -CONSTRUCTION CONDITIONS WITH GATE ACROSS
PERMANENT EASEMENT TO MATCH FENCE STYLE. SEE
GENERAL NOTE 10.
Know what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-618. D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 136+00 TO
STATION 144+00
DRAWING NUMBER
C-02-618

PID 02-199-006E
N/F BRENDA THOMPSON &
JESSE THOMPSON
LOD
0
- z
-
R
rfi
Iw IW
C00703
\ \ \
I I E\ E �E/
-E E \ \\ /
\ /
PID 02-199-017
N/F ALFRED BR CE MILLETT, JR. &\ J / I
WENDY R E MILLETT \ ) ( i
I// /
SEE NOTE 9 (TYP)
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT \ \
SEE NOTE 9 (TYP)N
SODCOO-
•D
/
570
560
550
540
530
520
INV IN=548.55'
INV OUT=548.36'
£&W
E/
\ PID 02-199-015A
N/F MARINA M. FOSTER &
JOHN K. FOSTER
-R7
LzkR/V\P WK
0
/S€€-PSI 9 \TY,)
STATION 147+70
\INSTALL:
- 1 - 45° BEND 24" \
N = 472314.84
\E =\ 575703.85
STATION 147+80
INSTALL:
PID 02- 02-012
N/F JES E TF\IOMPSO &
ORENbA THOM SON
J I ( \
0
FENCE
/ ESC
C-00-702
E ROW
C-00-703 _C-00-803
BORE-APILLJACK 4 36--S11EEL C Si (
—UNDER-E.I&W R5 ROAD (SR:1632) -00- 0
-R1V� Rom/ aI UT--544.3 /W / /
IMPACTED-
E. LAWYERS ROAD SR-1632
E
E
STATION 148+48
INSTALL:
1 - 45° BEND 24" -
N = 472242.83
E = 1575681.62
STATION 148+63
INSTALL:
1 - 45° BEND 24" -
N = 472229.55
E = 1575687.35
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
STATION 148+68
INSTALL:
-1 - ARV-13 C-00-802
N = 472227.74 \j
E = 1575691.93
80
\
PID 02-199-015 I
N/F TREVA HUGHES FOSTERI
E
LOD
NEW WATER MAIN
EASEMENT
NEW CONSTRUCTION �
LOD
SILT FENCE
EASEMENT
/
NG/LER)/V
24" TRANSMISSION MAIN
J 1
C-0�1 /
I� )
I I / 1
R/VV Jy'
INVO T=546.82'
IMPACTED
��INV IN='--.80'
i;„
C-00-702
GRAVEL DRIVE
/
/ I
1
1
\K N
INV IN
/W
//
co
c-o�801
7.28'
w
Z
PID 02-202-00k
N/F SPRATT (FSS III) FAMILY LTD
NO WETLAND OR
STREAM IMPACTS
ERS :ROAD
STAR148+67.7
EXISTING
GRADE
z
2
J
W
INSTALL:
1 - ARV ASSEMBLY C-00-802
TION=147+98.4
1-
co
Cr)
z
C9
w
m
z
0
24" TRANSMISSION MAIN C-00-801
W
0_
0
z
Lu
JACK & BORE
40 LF 36"
STEEL CASING
C-0�
510
144+00
144+50
145+00
145+50
146+00 146+50
147+00 147+50
PROFILE
148+00 148+50
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
8
149+00
16
VERT
149+50 150+00
150+50
151+00
151+50
570
560
550
540
530
520
510
152+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
4 JACK AND BORE CROSSING 20' X 40' ENTRY PIT.
5 JACK AND BORE CROSSING 20'X 20' EXIT PIT.
8 TEMPORARY CONSTRUCTION ENTRANCE TO BE
CONVERTED TO AN ACCESS DRIVEWAY. CONTRACTOR
SHALL PROVIDE 18" CMP STORM DRAINAGE PIPE WHERE
REQUIRED AND NECESSARY GRADING TO PROVIDE
POSITIVE DRAINAGE. SEE DETAILS ESCJ/C-00-703. AND
N/C-00-803.
12 CONTRACTOR SHALL REMOVE FENCING AS NECESSARY
FOR CONSTRUCTION, PROVIDING TEMPORARY FENCING.
CONTRACTOR SHALL REPLACE FENCE TO
PRE -CONSTRUCTION CONDITIONS WITH GATE ACROSS
PERMANENT EASEMENT TO MATCH FENCE STYLE. SEE
GENERAL NOTE 10.
811
Know what's below.
CaII before you dig.
Dial D11-
North Carolina A11, Inc_
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
CHECKED:
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 144+00 TO
STATION 152+00
DRAWING NUMBER

580
570
560
550
540
530
PID 0 202-
N/F JE�SL THOM01PSON & \
REN MPSO
/ / I
\
\ 1
\ 1
1 \
� 1
INV OUT4
1 \IMPACTE
a4 o O i
itw
w
SILT FENCE
SINGLE ROW
[ESC-D'\
C-0�
7
NEW WATER MAIN
EASEMENT
NEW CONSTRUCTION
EASEMENT
STUB OUT FOR FUTURE CONNECTION:
INSTALL:
\ \� �M- 1 - 24" X 12" REDUCER
1 - 12" X 8" REDUCER
1 - 8" GATE VALVE WITH BOX
1 -8"TEE
2-8"CAP
ALL PIPE AND APPURTENANCES FOR
COMPLETE CONNECTION
C-00-802
)7\'
C-0�
STATION 153+80
INSTALL:
-1 - ARV-14
N = 472036.31
E = 1576166.72
STATION 15
INSTALL:
\ 1 - 45° BEND 24
N = 471975.24
STATION 154+6 E = 1576268.89
INSTALL:
-1 - 22.5° BEND 24"
N = 472008.87
E = 1576244.19
STATION 154+57
INSTALL:
-1 - 11.25° BEND 24"
N = 472011.35
E = 1576240.08
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
5+04
545�
PID 02-21121-0-071
N/FAIT (FSS III)
/ ILY LTD
C-00-703
C-00-703 C-00-803
STATION 156+03
INSTALL:
1 - 24" x 24" TEE
N = 471960.35
E = 1576366.65
STATION 155+97
INSTALL:
- 24" BUTTERFLY VALVE C-00-802
N = 471961.18
E = 1576361.19
BOf E AND JACK 80 LF 36" STE L CASING
UNDER MILLS HARRIS ROAD R-1645) C-00-802
PID 02-202-004
N/F SPRATT (FSS III) FAMILY, LTD
C-00-703 C-00-803
"\ NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
1
NO WETLAND OR
STREAM IMPACTS
/
J
J
r
J /
/
/
/
I /
/
/
f I
1
\
/
24" TRANSMISSION C-00`801
MAI N
SILT FENC
SINGLE ROW
x
C-00-802
STA=153+79.6
INSTALL:
1 ARV ASSEMBLY
WINDSTREAM
STA=154+57
1
0
O
WINDSTREAM
ST7:("154+61.9
INSTALL
i• i.S i'• 6' Ed
2
J
J
STA - 155+97
INSTALL: : C-00-802
1 - 24" BUTTERFLY VALVE
STA=156+02.5
INSTALL
1 - 24" x 24" TEE
Z
EXISTING
GRADE
STA=155+03.6
INSTALL:
.m
STATION=155+0
w
a
0
z
0o
co
+
z
0
1-
1-
O
z
w
0
z
24" TRANSMISSION MAIN C-00-801
520
152+00
-JACK & BORE
80 LF.36".STEEL'CAS ]NG
C-00-802
152+50
153+00
153+50
154+00
154+50 155+00
155+50
PROFILE
156+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
156+50
8
157+00 157+50
16
VERT
158+00 158+50
159+00
159+50
580
570
560
550
540
530
520
160+00
(ESC-D�
C-0�
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
2 HISTORICAL PROPERTIES. CONTRACTOR TO DOCUMENT
EXISTING CONDITIONS AND TAKE ALL NECESSARY
PRECAUTIONS TO PROTECT PROPERTY.
4 JACK AND BORE CROSSING 20' X 40' ENTRY PIT.
5 JACK AND BORE CROSSING 20'X 20' EXIT PIT.
8 TEMPORARY CONSTRUCTION ENTRANCE TO BE
CONVERTED TO AN ACCESS DRIVEWAY. CONTRACTOR
SHALL PROVIDE 18" CMP STORM DRAINAGE PIPE WHERE
REQUIRED AND NECESSARY GRADING TO PROVIDE
POSITIVE DRAINAGE. SEE DETAILS ESCJ/C-00-703. AND
N/C-00-803.
811
Know what's below.
CaII before you dig.
Dial D11-
North Carolina A11, Inc_
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-620.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 152+00 TO
STATION 160+00
DRAWING NUMBER
C-02-620

—.
--N
C-00-702
N
\ W
• ■- W -
o-1601-0O
0
OD
cp
—Wept L D <1N�� R/W
SILT FENCE
SINGLE ROW
W-
T T =Z
R/W
E
r
7
7
7-
7
7
/
7
570
560
550
540
530
520
510
160+00
7
7
OD
7
LOD
• ■ ■
161+00
-Ls- R/W -0
R/W
E
R/W
/
/
0
R/W ? R/W
E E / E
7
7
7
01
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
LOD COD
162+06--
W / R/W
7
J
�vv 11,4=538.8a�
E E
163
PID 02-202-004
N/F SPRATT (FSS III) FAMILY, LTD
Lp . LODN
N
T
PID 02-202-004
N/F SPRATT (FSS III) FAMILY LTD
PLAN
SCALE: 1" = 40'
0 40
164+00
A •
PLAN
NORTH
80
7
STATION 164+88
C-00-802 INSTALL:
1 - ARV-15
N = 471083.21
E = 1576242.44
T
LOU
E \ E
LO
165+00
R/WE /A E E
I
540
i
/
/ / \
\�_
A
24" TRANSMISSION MAIN C-0
I
LOD—Lor
/ f
7
7
7
LOD \ LOD
LOD to
r �o
W
W— —
167
/
168+00
OD
W — —
Z T\
J
U
H
R/W Rfl
E -
/ SILT FENCE
• • ■
SINGLE ROW
i
ESC-D
C-0�
7
NO WETLAND OR
STREAM IMPACTS
30 -
STA=164+88
4
C-00-802
�/.1.-
INSTALL:
ARV ASSEMBLY
2
EXISTING
GRADE
24' TRANSMISSION MAIN
C-00-801
160+50
161+00
161+50
162+00
162+50
163+00
163+50
PROFILE
164+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
�_� HORIZ
0
164+50
8
165+00
16
VERT
165+50
166+00
166+50
167+00
167+50
570
560
550
540
530
520
510
168+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
8:1
Call before you d g.
Dial BM
North Carolina All, loc.
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 160+00 TO
STATION 168+00
DRAWING NUMBER

— LOD
/ 7
----550.7 7 7
/ / /----
p
U 168
0
0
oo
CO—
W
T T z T
J
U
f ESC-D'\
R/W
SILT FENCE
SINGLE ROW
570
560
550
540
530
520
510
168+00
7 7
LOD
i1'69+00 �
ESC-D
SILT F
DOUBLE
C-00-701
S I LT,6E NCE
ESC-Dl•
C-00-702 /
DOUBLE ROW
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
C-00-703
LOD
7
RIW
-540,
SEE NOTE GYP)
C-00-703
535
PLAN
SCALE: 1" = 40'
0 40
R/W
PLAN
NORTH
80
PID 02-202-004
N/F SPRATT (FSS III) FAMILY, LTD
STATION 172+85
INSTALL:
-1 - ARV-16
N = 470294.53
E = 1576130.77
PID 02-202-004
N/F SPRATT (FSS III) FAMILY LTD
C-0�
1
- 24" TRANSMISSION C 00 801
MAIN
LOD
R/W R/W R/W
C-00-703 co�
Th
I /
\ / / / SILT F
■
W
O
R/W
1
R/W
1 DOUBIFE ROW
0
en
— C �
T ' T�
03 Ca
/ - -
7
N
N
o
Lou
---
GRAVEL DRIVE
NO WETLAND OR
STREAM IMPACTS
C-00-802 STA=172+85
INSTALL:
1- -ARV ASSEMBLY
XISTING
RADE
Z_
2
24" TRANSMISSION MAIN
C-00-801
168+50
169+00
169+50
170+00
170+50
171+00
171+50
PROFILE
172+00
0 40 80
HORIZ
0
172+50
8
173+00
16
VERT
173+50
174+00
174+50
175+00
175+50
R/
C-00-801
C-00-703
570
560
550
540
530
520
510
176+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
8 TEMPORARY CONSTRUCTION ENTRANCE TO BE
CONVERTED TO AN ACCESS DRIVEWAY. CONTRACTOR
SHALL PROVIDE 18" CMP STORM DRAINAGE PIPE WHERE
REQUIRED AND NECESSARY GRADING TO PROVIDE
POSITIVE DRAINAGE. SEE DETAILS ESCJ/C-00-703. AND
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
8:1
Call before you d g.
Dial BM
North Carolina All, loc.
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
CHECKED:
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 168+00 TO
STATION 176+00
DRAWING NUMBER

fD
E —
C-00-702
L(9) 1_01U
o E
7
SILT�ENCE
1YVI 0.69'
w
0 176
�
\\ IR/W(R/W R/W
SOIL BORE H��V-13 \ C-00-801
�) I\
L_ J
570
560
550
540
530
520
510
176+00
PID 02-202-003B
N/F ANDREA N. BLANCHARD &
JOSHUA A. BRIDGES
NEW CONSTRUCTION
EASEMENT
/ • NEW WATER MAIN
RIW
GRAVEL DRIVE -
13��i1
C-00-703
EASEMENT
C-00-703
T 78 00
INV-atTl540.07'
\ \ SC-B
PID 02--220-03
N/F DON PHILLIP DUNCAN, JR,
ET AL
r
15
l
ESC-D�
C-00-702
516
C-00-801
SILT FENCE
DOUBLE ROW
GRAVEL DRIVE
C-00-703
I NV4N=532.56'
MILLS HARRIS ROAD SR-1645
PLAN
SCALE: 1" = 40'
0 40
i
PLAN
NORTH
80
NV OUT=532.04'
�W
7
Y-4°-
Ti 1 / R/W� / yew i (
10 f / /
I /
) /1 (
7 //
/ �` PID 02-202-007
j / f N/F MAURICE E. BLAIR 7
� � � r/64° /
C-00-703 / / m
QI
�J �'/� A `
i 24" TRANSMISSION C-00-801 ✓ / / / / (wj
MAIN Vv)�/ �/ r o
V/
.— - - /
�i= J / / / r
1
\0702
C-0�701
1
)4k---1(//( (
i i I
L
PID 02-202-003A
N/F CLARISSA J. LONG &
CECIL E. LONG
LOD
7
-+
'co
Q
-w'
T zs�
R/W
NO WETLAND OR
STREAM IMPACTS
EXISTING
GRADE
/
7-7
24' TRANSMISSION MAIN
C-00-801
\ /
176+50
177+00
177+50
178+00
178+50
179+00
179+50
PROFILE
180+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
180+50
8
181+00
16
VERT
181+50
182+00
182+50
183+00
183+50
-0
2
570
560
550
540
530
520
510
184+00
i
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
12 CONTRACTOR SHALL REMOVE FENCING AS NECESSARY
FOR CONSTRUCTION, PROVIDING TEMPORARY FENCING.
CONTRACTOR SHALL REPLACE FENCE TO
PRE -CONSTRUCTION CONDITIONS WITH GATE ACROSS
PERMANENT EASEMENT TO MATCH FENCE STYLE. SEE
GENERAL NOTE 10.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
ESC-M/C-00-703.
23 RESTORE GRADE TO PRE -CONSTRUCTION CONDITIONS TO
PROVIDE NATURAL WATER STORAGE AREA FOR
LIVESTOCK.
811
Krnow what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
BrownD! •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
APPROVED: B. WEST
FILENAME
C-02-623.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 176+00 TO
STATION 184+00
DRAWING NUMBER

'\j ' Q j' %/540 a_ /
Q / /,� / / /�i
/ / / / / 7 7
/ /
7 / I / / /)
,7 7 / / I 1 / /
/ / \ /
N
0
N
0
LOD o
•0
w
T
0 18
0
+ ;
03
wa
=z —
580
570
560
550
540
530
520
T
R/W / RBW / R/W
SOIL BORING # B-41
ESC-D
C-0�
PID 02-202-003A
N/F CLARISSA J. LONG &
CECIL E. LONG
SILT FENCE
DOUBLE ROW
1
R/W
C-00-703
(xi
Cn
o /
NEW CONSTRUCTION
EASEMENT
-E
NEW WATER MAIN
EASEMENT
LOD
186+00 /
C-00-701
J
/
R/W
/
INV OUT=545.73'
INV IN=545.74'
PLAN
SCALE: 1" = 40'
0 40
C-00-703
l
7
/
SILT FENCE
ESC-D
C-00-702
SINGLE RO
E E -,E
/
LOD
MILLS HARRIS ROAD SR-1645
R /W /R/W / R W/
/
PLAN
NORTH
80
R
/
/ /
I /
s l
\ \ \
\ \
\ \ \ \ \
PID 02-202-007
N/F MAURICE E. BLAIR
R/W
7
l
0
STATION 191+35
INSTALL:
1 - ARV-17
N = 468463.76
E = 1575867.76
24" TRANSMISSION MAIN C 00 8
R/W
( PID 02-233-003
N/F C�4ROLYN B. BRASWELL
Li
LO
R/W R/W
0
LOD
GRAVEL DRIVE
I
C-0�
(
R/W
C-0�801
Ln
N
0
N
U
R/V\
/
I r
NO WETLAND OR
STREAM IMPACTS
C 00 802 STA=191 +34.6
INSTALL:
1 - ARV ASSEMBLY
WINDSTREAM
EXISTING
GRADE
24" TRANSMISSION MAIN C 00 801
184+00
184+50
185+00
185+50
186+00
186+50
187+00
187+50
PROFILE
188+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
188+50
8
189+00
16
VERT
189+50
190+00 190+50
191+00
191+50
580
570
560
550
540
530
520
192+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
ESC-M/C-00-703.
811
Know what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
BrownD! •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
H
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-624.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 184+00 TO
STATION 192+00
DRAWING NUMBER
C-02-624

i
SILT FENCE
C-00-702
VZ`� IS N ROW
--
0
U c
LOD =0—
T
T
R/W
N
9 i
0
0
w
w
U
0
0
N
w
z T
- J
U
H
2
to
(
580
570
560
550
540
530
R/W
R/W
PID 02-202-007
N/F MAURICE E. BLAIR
R/W
E -
/
/
w
24" TRANSMISSION C-00-801
MAIN \
LOD LOD
LOD
w
RAp6
/
/ /aj
/ A\ 1 / /
/ / /w /
E
NEW CONSTRUCTION
'EASEMENT
NEW WATER MAIN
EASEMENT
LOU
R/W
/
7
/\ I/_/ 4(? / 1/
/ PID 02-202-011 /
/ N/F CAROLYN B. BRASWELL
/I�
E
E
2
L_�
� E
E E
SEE NOTE 9 (TYP)
71-
l �
E� E
STATION 197+32
INSTALL:
C-00-802 1 -ARV-18
N = 467874.23
i E = 1575772.90
osaasa r (
R/W I R/W I R R/W
11 l (/
1 ` �I
�
/ '- \ \ \ \ \ \
N \ \ \ \ \ \ N \
/ / \ \ \ sso \ N �sss \
PID 02-233-003 N, \
7
INV
PLAN
SCALE: 1" = 40'
0 40
C-00-703 C-00-803
N/F CAROLYN B. BRASWELL
PLAN
NORTH
80
rel
0
0
N(lI
r \
/Nk N _
CO
0
PID 02-202-008B
N/F TONY DALE MEDLIN, TRUSTEE
DOTTY LYNN MEDLIN, TRUSTEE
30 L 36' `TEEEL-CASING
GRAVEL DRIVE
-C-00-801
0
R/W �� R
E
LOD
0
JO
SILT FENCE
0J
7
o
PID 02-202-002
0/ N/F HARVEY LEE MICHAEL &
ENSLEY MACIE
N
N
o—
LOD U
-
w_
w
NO WETLAND OR
STREAM IMPACTS
C 00 802 STA=197+32
INSTALL:
1 _ ARV ASSEMBLY
00
CV
th
z
�.z
w
0 0-
(j) 0
J 0
w Lu
$-
Luz
wz
EXISTING
GRADE
- WINDSTREAM
24" TRANSMISSION MAIN C-00-801
C9
z
0)
0
z
0)
u
z
0
1-
520
192+00
BEGIN PIPE
0)
n
z
0
1-
U
w
w
w
0
z
w
30 LF 36" STEL CASING
192+50
193+00
193+50
194+00
194+50
195+00
195+50
PROFILE
196+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
196+50
8
197+00
16
VERT
197+50
198+00 198+50
199+00 199+50
580
570
560
550
540
530
520
200+00
R/W
0
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
8 TEMPORARY CONSTRUCTION ENTRANCE TO BE
CONVERTED TO AN ACCESS DRIVEWAY. CONTRACTOR
SHALL PROVIDE 18" CMP STORM DRAINAGE PIPE WHERE
REQUIRED AND NECESSARY GRADING TO PROVIDE
POSITIVE DRAINAGE. SEE DETAILS ESCJ/C-00-703. AND
N/C-00-803.
811
Know what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-625.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 192+00 TO
STATION 200+00
DRAWING NUMBER
C-02-625

ESC-D
C-00-702
/
7
E
SILT FENCE
N SINGLE ROW
= LOD U LOD
--
-0
—w
E o 200+0��
1-
T -
- w
z\
J
ti
LOD
C
R/W / R/W
q 24" TRANSMISSION
) C-00-801 MAIN
l (k/�1
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
LOD / LOD
/ / / / / /
/ 0 / / / I f / / �/ � 1 r < < o \ l\
/ PID 02-202-002 / �/ ^ N
/ N/F HARVEY LEE MICHAEL &
/ �1) ENSLEY MACIE t \ \
LOD
N
0
-C-00-702
LOD
PID 02-202-008B
N/F TONY DALE MEDLIN, TRUSTEE
DOTTY LYNN MEDLIN, TRUSTEE
SILT FENC€
D(BLE ROW
20§+U0
LOD
MILLS HARRIS ROAD SR-1645
IT
R4N G f R/WLw7 )1r.-Y/ ( 7
C-00-703
C-00-703
/
INV IN=540.61'
INV OUT=540.54'
ESC-M
C-00-703
/ /
7 /
-550 '
\ \
\ \ \
( \
o(*N
SILT FENCE
• ■
• ■
DOUBLE ROW
ESC-D
C-00-702
R/W 0
Qa
a0
580
570
560
550
540
530
520
200+00
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
fcR
C-00-701
E C-B1
\
C-00-703 1 1
I
7
PID 02-233-002
N/F WESLEY SCOTT GRIFFIN &
DIANA G. SWEEZY
SILT FENCE
/
/
/
/
/
GRAVEL DRIVE
7
C-00-801
�0— —
w
w
0
0
co
CD
N
/1111IIIIT&9Ai a ■ T W
0
z.!77
R/W R
J�
NO WETLAND OR
STREAM IMPACTS
EXISTING
GRADE
4" TRANSMISSION MAIN C 00 801
200+50
201+00
201+50
202+00
202+50
203+00
203+50
PROFILE
204+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
204+50
8
205+00
16
VERT
205+50
206+00
206+50
207+00
207+50
580
570
560
550
540
530
520
208+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
ESC-M/C-00-703.
811
Krnow what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-626.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 200+00 TO
STATION 208+00
DRAWING NUMBER
C-02-626

PID 02-202-008B
N/F TONY DALE MEDLIN,
TRUSTEE
DOTTY LYNN MEDLIN,
TRUSTEE
C-00-702
PID 02-233-002
WESLEY SCOTT GRIFFIN &
DIANA G. SWEEZY
SILTNC
SINGLE ROW
EXISTING
GRADE
520
208+00
PID 02-202-008
N/F UNION COUNTY NORTH
CAROLINA
INV IN=546.55'
__BROK N—RC
T
209+50 210+00
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
UNION COUNT
TRAINING C
>� SHERIFF DEPARTMENT
TER DRIVE
NOTE:
DEFLECT PIPE AROUND SIGN
TO AVOID DISTURBANCE.
STATION 211+84
INSTALL:
C-00-802 1 -ARV-19
N = 466435.39
E = 1575576.79
212+00 E
MILLS HARRIS ROAD SR-1645
PLAN
NORTH
SCALE: 1" = 40'
0 40
C-00-802 STA=211+84.1
1 - ARV
PROFILE
INSTALL:
ASSEMBLY
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80 0
HORIZ
R/W
Q SILT F NCE
16
VERT
ASPHALT DRIVE
GRAVEL DRIVE
C-0�801
24" TRANSMISSION
C-0�801
STATION 214+29
INSTALL:
1 - 24" BUTTERFLY VALVE
N = 466192.54
E = 1575543.04
HDD EXIT PIT
STATION = 214+50
PID 02-202-008A
N/F JERRY ADCOCK &
KATHERINE F. ADCOCK
HDD EX
STATIO
ELEV
C-00-802'
/
C-00-703
NO WETLAND OR
STREAM IMPACTS
N = 214+34
544.7
214+29.4
INSTALL:
24" BUTTERFLY VALVE
24" TRANSMISSION MAIN C-00-801
24" HDPE
IX) -24" HDPE
520
216+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
811
Know what's below.
CaII before you dig.
Dial D11-
North Carolina A11, Inc_
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: —
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-627.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 208+00 TO
STATION 216+00
DRAWING NUMBER
C-02-627

5 \ \
PID 02-202-008
N/F UNION COUNTY NORTH
CAROLINA
I
1.0
II
/ C0 0 801
/X X
N
GRAVEL DRIVE
X cN
N
U)D
0
E
Err F-1—I
- � 7I __ .
� —5a 0
T _ T TW
w
z
0
—I- _
INV OUT=536.10'
R/W R/W
PID 02-202-008A
DELINEATED
WETLANDS
550' HDD
24" HDPE
/ / I
/
J
/ h /
PID 02-205-007A
N/F JERRY ADCOCK & / N/F JERRY ADCOCK &
KATHERINE F. ADCOCK // KATHERINE F. ADCOCK
570
560
550
540
530
520
d
1 / I
II 1 I IOC_ OU E 1
I00_0 00 i 0
1 ( 0%
NI
I�01 0` -\ \
1 \e'-sso� \ 0
\ If) L I 0 \__
1I 1a PID 02-205-007
\ \ ( N/F MICHAEL SLOAN &
\ \ ) CHRISTINE SLOAN
.\ / � — 17
RAN --
SILT FENCE
/i<$3
/i / r
/
TRENCHLESS CROSSING,
NO IMPACT
/ / /
HDD ENTRY PIT /
% STATION = 220+00 / I
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
/ F / / Q/1)1
R 1N J /W
1 J / /
C-00-702 r l
1 0
0\
) ) c0
OD
0
PLAN
SCALE: 1" = 40'
0 40
s
l
/
PID 02-205-006A
N/F DEWEY ALAN PLYLER, JR.
STATION 219+89
INSTALL: ( _ 1
1 - 24" BUTTERFLY VALVE /C-00-802
N = 465637.83
E = 1575466.06
GRAVEL DRIVE
/- C-00-801
i
24" TRANSMISSION C-00-801
MAI N
J
INV OUT=560. 2' 0 0
IMPACTED
MILLS HARRIS ROAD SR-1645
INV 0k1-T-=6 1'
R/W ARM-- R/W
/
STATION 219+84
/ INSTALL:
—1 - 24" x 12" TEE (BLOW -OFF)
N = 465642.77
E = 1575466.77
J
PLAN
NORTH
80
C-0�801
PID 02-205-006H
N/F JERRY ADCOCK &
KATHERINE F. ADCOCK
GRAVEL DRIVE
Ci-0 0-801
LUU LOU
i
R/)AY R/W
co
R/W /
1
i
PID 02-205-006G
I , / N/F AYCA GURSEL
PID 02-205-006L
N/F ELIAS W. GRANT
.10101•10.014
><C-00-801 GRAVEL DRIVE
-
R/W
/
0
R/W
12/
R/W
SILT FENCE
SINGLE ROW
rn
N
N
LOD 9
70
CO
0
+00
E. ■
w
w
0
0
LOD
J% — —
0
1-
2
R/W
ESC-D
c-0� /
PID 5-006F
N/F PATRICIA M. HAIGLER &
WADE F. HAIGLER
NO WETLAND OR
STREAM IMPACTS
POND AT WETLANDS
PROFILE.
OF
1-
w
FSET 20' LEFT
N
C-00-801
/
.1.-24." x.1Z"TEE (.
—I-IDD ENTRY
ELEV - 558 5
STA=219+84.4
INSTALL:
BLOW -OFF)
INST
LL:
5
H'
- 24
7-
7/
H
w
w
0
rm.
" HGPE
EXISTING
GRADE
24" TRANSMISSIO
CT
WINDSTREAM
515
216+00
216+50
217+00
217+50
218+00 218+50
219+00 219+50
PROFILE
220+00
0 40 80
HORIZ
0
220+50 221+00
8
16
VERT
221+50
222+00
222+50
223+00
223+50
570
560
550
540
530
520
515
224+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
12 CONTRACTOR SHALL REMOVE FENCING AS NECESSARY
FOR CONSTRUCTION, PROVIDING TEMPORARY FENCING.
CONTRACTOR SHALL REPLACE FENCE TO
PRE -CONSTRUCTION CONDITIONS WITH GATE ACROSS
PERMANENT EASEMENT TO MATCH FENCE STYLE. SEE
GENERAL NOTE 10.
8:1
Call before you d g.
Dial BM
North Carolina All, loc.
Brown AND •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-628.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 216+00 TO
STATION 224+00
DRAWING NUMBER

J 54
PID 02-205-006L
N/F ELIAS W. GRANT
w
w-
. 24+00 ><—
PID 02-205-006F
N/F PATRICIA M. HAIGLER &
WADE F. HAIGLER
590
580
570
560
550
540
530
224+00
565
SILT FENCE
■—■
SINGLE ROW
LOD
LOD R/W
RRR�V l
ESC-D
C-00-702
C-0�
STATION 225+82
INSTALL:
1 - ARV-20
N = 465050.96
E = 1575383.22
El
R/W
JAI
LODE-.
R/W
0
a
I I PID 02-205-009A
N/F TERRY HELMS
/ o SUSAN HELMS
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
1
LOU
7
PID 022-050-06
N/F TONY DALE MEDLIN, TRUSTEE
DOTTY LYNN MEDLIN, TRUSTEE
LULT
228+00
MILLS HARRIS ROAD SR-1645
LOD
24" TRANSMISSION C-0�801�
MAIN
LOD
/- / ( / R/W
/VV R R/W R/W
t 1
N \
/ )/
7//;
PID 02-205-009
ATRICIA M. HAIGLER &
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
N/F P
WADE FRANKLIN HAIGLER
SILT FENCE
SINGLE f(.37V
/ II
/ E.Y------ fi-
40
CO
// /
PID 02-20j-00'8A /
N/F BEVERLY SUrNiNE SIMPSON /
V/ 1
C-00-702
GRAVEL DRIVE
7
C-0�801
5g5
LOD
1N1V OUT=557.41'
T
PID 02-205-006B
N/F PATRICIA M. HAIGLER &
WADE F. HAIGLER
`665— 565-6-65-
o—
0
0
0
—w
232+00 0
T
T
N
co
N
• Q
1 T _
LUU -
w
z_
J
U
1-
2
INV IN=557.61'
R/W I R R/W R/
a
a /
/a
NO WETLAND OR
STREAM IMPACTS
C-00- 0 TA=225+82.1
�j INSTALL:
1
1
z
2
EXISTING
GRADE
4" TRANSMISSION MAIN C-00-801
-(T
-...WIN.D.S.TREAM)
224+50
225+00
225+50
226+00
226+50
227+00
227+50
PROFILE
228+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
228+50
8
229+00
16
VERT
229+50
230+00
230+50
231+00
231+50
i
590
580
570
560
550
540
530
232+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
12 CONTRACTOR SHALL REMOVE FENCING AS NECESSARY
FOR CONSTRUCTION, PROVIDING TEMPORARY FENCING.
CONTRACTOR SHALL REPLACE FENCE TO
PRE -CONSTRUCTION CONDITIONS WITH GATE ACROSS
PERMANENT EASEMENT TO MATCH FENCE STYLE. SEE
GENERAL NOTE 10.
811
Know what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-629.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 224+00 TO
STATION 232+00
DRAWING NUMBER
C-02-629

�565
- LOU
232
\N
31.1110.1* Q
1-
560=w_,
z-T
- T
,0
+00
56
PID 02-205-006B
N/F PATRICIA M. HAIGLER &
WADE F. HAIGLER
LOU
LOD
— P \ E
(/RR/W
J0 0//0 k
0
E\
N 233+00
I L-
1409 MILLS
HARRIS RD
600
590
580
570
560
550
R/W I3/W
LO
PID 02-205-010
N/F BRENDA M. WALKER &
STEPHEN M. WALKER
�Q-
0
0
1'
/0
SOD
�I
/
7
1
Wu LUU
/
/
E E
\234+00
cOz/W RIVVDA
0
0
\\P
0
/
R/W
1
7
(
7
7
J
N
E
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
LUU LUU
MILLS HARRIS ROAD SR-1645
J J
r
PID 02-205-011 H
N/F KATHY N. TRULL &
ZEB WILSON TRULL
PLAN
NORTH
PLAN
SCALE: 1" = 40'
0 40
80
i
LOU
ti
R/
1 /
/ /
1 / /
1
I /
\ I I
LULf
E
237+00
$(1 FENCE
SINGLE R9W'
/
LOu
7 57
PID 02-205-006C
N/F MELODY C. TROUT &
SANDRA C. PLOWMAN
/
/ h /
24" TRANSMISSION
MAI N
—\-Cjrn
\OD
E E� E \ E E E
C-0�801
1 7
\LOD \— LOD
C-0�
R/W
y
PID 02-205-011D
N/F KATHY N. TRULL &
ZEB WILSON TRULL
238+00
PID 02-205-011 F
N/F BARBARA WILLIAMS
SHANNON &
JULIAN GORDON
SHANNON
LOD
E
0'
PID 02-205-011 E
N/F BARBARA T. SHANNON &
J. GORDON SHANNON
\\*—A °
0
0
NO WETLAND OR
STREAM IMPACTS
0
(T
- SERVICE
EXISTING
GRAD
Z
24" TRANSMISSION MAIN / H
C-0�801
540
232+00
232+50
233+00 233+50
234+00
234+50
235+00
235+50
PROFILE
236+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
236+50
8
237+00
16
VERT
237+50
238+00 238+50
239+00 239+50
I
600
590
580
570
560
550
540
240+00
RIVP
L
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
2 HISTORICAL PROPERTIES. CONTRACTOR TO DOCUMENT
EXISTING CONDITIONS AND TAKE ALL NECESSARY
PRECAUTIONS TO PROTECT PROPERTY.
811
Know what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-630.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 232+00 TO
STATION 240+00
DRAWING NUMBER
C-02-630

PID 02-205-006C
N/F MELODY C. TROUT &
SANDRA C. PLOWMAN
\ \ N
LOD \ 0 tOD
— E \ E •
W
W
o
N
\ ~
— -- W`
7
\
R/W
0
CO
0
J
(
2
r
0
0
PID 02-205-011 E
N/F BARBARA T. SHANNON &
J. GORDON SHANNON
/0
600
590
580
570
560
550
540
240+00
`STATION 240+93
INSTALL:
1 - ARV-21
N = 463554.06
E = 1575180.39
LOD
1+00
R/W � R/W
SILT FENCE
w
C-0�
✓
C-D
C-00-702
SINGLE ROW
C-00-703 C-00-803
i
LO
PID 02-205-006D
N/F CRG AGRICULTURAL
PROPERTIES, LLC
i
7
242+00
R/W�—
N
l
I©
0
0
0
N
1,1
NEW CONSTRUCTION a
▪ m �
Q �
W
EASEMENT
NEW WATER MAIN
EASEMENT
LO LOD
E\ E \
\ 243+00\
LQD
\ \ 1
STATION 244+80 \
INSTALL:
1 - 24" x 8" TEE (RED)
N = 463170.82
E = 1575124.38
R7w /1/ /W, ) RA / - -
STUB OUT FOR'FUTURECONNECTION:
/ INSTALL:
1 - 8" GATE VALVE WITH BOX
1 - 8" CAP
ALL PIPE AND APPURTENANCES FOR
COMPLETE CONNECTION
i
( 9
PID 02-205-011A
N/F JUDITH W. BISHOP &
JOHN LARRY BISHOP
/ C-00-703 4E*'"'''..
� , l01
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
I
1
(
ILOD
E
4
±LOD
CO
i
i
LO
PID 02-205-006E
N/F CRG AGRICULTURAL
PROPERTIES, LLC
24" TRANSMISSION MAIN C 00 801
U
LOD Cln --"r- Inn —1O
OUT=568.78'
IMPACTED
T
T
T
OD
I
9
/W
1
R/W
ESC-D
C-0�
T T
/W W
SINGLE ROW
PID 02-205-012A
N/F KAREN SIMPSON KNIGHT
NO WETLAND OR
STREAM IMPACTS
/
C 00 802 A=240+92.9
\ / INSTALL:
1 - ARV ASSEMBLY
EXISTING
GRADE
— WINDSTREAM
STA=244+80.2
INSTALL.:
1 - 24" x 8" TEE (RED
24" TRANSMISSION MAIN
C-00-801
240+50
241+00
241+50
242+00
242+50
243+00
243+50
PROFILE
244+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
244+50
8
245+00
16
VERT
245+50
246+00
246+50
247+00
247+50
600
590
580
570
560
550
540
248+00
(V
co
9
O
A
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90`)/0 SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
8 TEMPORARY CONSTRUCTION ENTRANCE TO BE
CONVERTED TO AN ACCESS DRIVEWAY. CONTRACTOR
SHALL PROVIDE 18" CMP STORM DRAINAGE PIPE WHERE
REQUIRED AND NECESSARY GRADING TO PROVIDE
POSITIVE DRAINAGE. SEE DETAILS ESCJ/C-00-703. AND
8:1
Call before you d g.
Dial BM
North Carolina All, loc.
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: —
CHECKED:
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 240+00 TO
STATION 248+00
DRAWING NUMBER

SILT FENCE
ESC-D
SINGLE ROW ---`—
a
w
o 248+00 1 24 • 00
1 �o J 1 i
59 \
PID 02-205-006E
N/F CRG AGRICULTURAL
PROPERTIES, LLC
\
6)
° MAIN
24" TRANSMISSION
C-00-801
1 �
PID 02-205-012A
N/F KAREN SIMPSON KNIGHT
590
580
570
560
550
540
530
248+00
248+50
l
249+00
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
N EASEMENT
E t
PID 02-205-0 11 J
N/F BRANDON MICHAEL KNIGHT
249+50
250+00
C-00-702
DO
SEE N
E
C-0�
MILLS HARRIS ROAD SR-1645
hF/W R/W
STATION 252+38
INSTALL:
C-0�801 1 - 24" x 12" TEE (BLOW -OFF)
N = 462422.15
E = 1575004.66
ESC-B
C-0�701
IMPACT #W4:
WETLAND PERMANENT IMPACT
WETLAND B - 440.0 SQ FT (0.01 AC)
\ \ FLAGS WB-1 THROUGH WB-10
\ \
z\� N
Z
2
250+50
PLAN
SCALE: 1" = 40'
0 40
EXISTING
GRADE
251+00
PLAN
NORTH
80
0
C-003
�
C-00-8 124" x 1
251+50
PROFILE
24
�s
_■..ice
Wfri. 1 OUT=554.38' I / -�
R/W `R/W
C-00-703 X
C-00-704 \
L
DELINEATED
WETLANDS
20 LF 36`STEEL CASING
SILT ENCE
ESC-D\
C-00-702
DOUBLE ROW JC/
1
STATI ON=252+58.3_
ANTI SEEP
COLLAR
STA=252+38.4
2" TEE
kNSTALL.
(BLOW -OFF)
252+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
Q
N
Lf)
N
I I
252+50
8
0-
z
w
INV IN=567.64'
z
O
Q
0-
0
0
z
W
ESC-B\
C-0�-701
_ ` l ( L _\���
s 7„ _ /
\ - -./& 4 .r
S
l /
EE CT� (Y /
_ // 2
I / / M / /
\ ✓ / © I / /c(Ci
�GO
_ ��
.r/ .. .r 0-..� 11
)W
PID 02-205-001
N/F CATHY PRESLAR POST
ANTI -SEEP rO;
COLLAR C-00-803
C-00-703
f ESC-D\'
C-00-702
PID 02-205-013
N/F MARGARET
DONALD RAY
IMPACT SUMMARY
SQ. FT
LENGTH (FT)
SURFACE WATER
TEMPORARYIMPACT
-
WETLAND PERMANENT
IMPACT
440.0
-
STATI ON=252+79.8
ANTI SEEP COLLAR
-20 LF 36"
STEEL CASING
253+00
16
VERT
253+50
24" TRANSMISSION MAIN C 00 80
254+00
254+50
-/
SING'. ROW
rn
255+00
LEGEND
TEMPORARY
CONSTRUCTION EASEMENT
NEW PERMANENT
EASEMENT
PROPOSED ALIGNMENT
WETLAND
PERMANENT IMPACT
255+50
590
580
570
560
550
540
530
256+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
3 APPROXIMATE LOCATION OF EXISTING WETLAND.
CONTRACTOR SHALL MAINTAIN MINIMUM DISTURBANCE
WITHIN THE WETLAND AREA AS SHOWN.
6
WETLAND AREA WHICH SHALL BE REUSED AS THE TOP 18
INCHES OF BACKFILL. RESTORE ALL WETLAND AREAS TO
PRE -CONSTRUCTION CONTOURS.
7 RESEED WETLAND AREAS WITHIN LOD. SEE SHEET
C-00-701/NC - SEC SEEDING TABLE 6.24c, WETLAND SEED
MIX.
9 SEE EROSION CONTROL FOR EXCAVATED MATERIALS
DETAIL ESC-A/C-00-701.
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
13. CONTRACTOR TO PROVIDE 20 LF OF 36" STEEL CASING
WHERE 24" WATER TRANSMISSION MAIN CROSSES UNDER
EXISTING STORM DRAINAGE PIPE CULVERTS. CASING TO
BE CENTERED UNDER CULVERT.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
ESC-M/C-00-703.
18 EXCAVATED MATERIALS FROM WITHIN WETLANDS SHALL
BE STOCKPILED OUTSIDE OF THE WETLAND BOUNDARIES.
24 SEE STREAM CROSSING RESTORATION DETAIL
ESC-N/C-00-704.
811
Know what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
BrownD! •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
H
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-632.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 248+00 TO
STATION 256+00
DRAWING NUMBER
C-02-632

L
114
NEW CONSTRUCTION 7
EASEMENT //
// / /�,�+••i..++-;
NEW WATER MAIN
EASEMENT
�24" TRANSMISSION C-00 801/
MAIN
STATION 256+31 /
(
SPACED AS
C-00-703 REQUIRED „01
4 1 1 cn
}
PID 02-205-013
N/F MARGARET B. HELMS
DONALD RAY HELMS
\ .
600
590
580
570
560
550
INSTALL:
1 - 45° BEND 24" •
'N = 462034.99
E = 1574940.60
STATION 256+66
INSTALL:
1 - 45° BEND 24" \
N = 462014.38
E = 1574911.66
PID 02-205-001
N/F CATHY PRESLAR POST
APPROXIMATE
ROAD ROW
60
24" TRANSMISSION
C-00-801
\ �F
GRAVEL DRIVE C-00-801
1102 MILLS HARRIS RD
PTIC TANK 1
C-00-703
SPACED AS REQUIRED
NOTE:
FINAL DESIGN AT AREAS IN CONFLICT WITH
EXISTING SEPTIC TANK DRAIN FIELDS
PENDING REVIEW COMMENTS FROM UNION
COUNTY SANITATION DEPARTMENT.
IJ
STATION 259+42
INSTALL:
1 - ARV-22
N = 461741.88
E = 1574870.46
STATION 259+82
INSTALL:
—1 - 45° BEND 24"
N = 461709.11
E = 1574891.23
LOD
2 0+00
s8o
PID 02-205-001C
N/F MILDRED MAY PRESLAR &
PERNAY THOMAS PRESLAR, JR.
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
LO
261 +00
LO
I
/;\ \ _
/ ) / / ko )
7 / \ / //
/ 7/ I
I r
/ / I / )111)
/ 1 AN / / / / /
//
NORTH
PLAN
SCALE: 1" = 40'
0 40
R/W
1
STATION 259+47
INSTALL:
1 - 45° BEND 24"
N = 461736.99
E = 1574869.80
80
LOD
C-00-703
PID 02-205-015
N/F DONALD RAY HELMS
MARGARET B. HELMS
24" TRANSMISSION
MAI N
LOD
— —
262+,09'
ESC-D
C-0�
��SILT_ ENCE
SINGLE row
� / 1 1
I I \ \
/
I I \
1
( \
\ \ \ \ \ \ \ k
\ \ \
\ \ \,t\ \ \
M
\ \ \ N \ \ \
— — \ \ \ \U \
OD _-LOD— D D � \—
N_� _� -
00 0
o
CO
co
"z
"263+00
1 / /
7
rQJ
NO WETLAND OR
STREAM IMPACTS
STA=256+30.8
INSTALL:
STA=259+41
9
INSTALL:
1 - ARV ASSEMBLY
C-00-802
STA=256+66.3
INSTALL.
SERVICE
EXISTING
GRADE
STA=259+46:9
INSTALL-
STA=259+82
INSTALL
4" TRANSMISSION MAIN
C-00-801
540
256+00
256+50 257+00
257+50
258+00 258+50
259+00
259+50
PROFILE
260+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
260+50
8
261+00
16
VERT
261+50
262+00
262+50
263+00
263+50
600
590
580
570
560
550
540
264+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
2 HISTORICAL PROPERTIES. CONTRACTOR TO DOCUMENT
EXISTING CONDITIONS AND TAKE ALL NECESSARY
PRECAUTIONS TO PROTECT PROPERTY.
12 CONTRACTOR SHALL REMOVE FENCING AS NECESSARY
FOR CONSTRUCTION, PROVIDING TEMPORARY FENCING.
CONTRACTOR SHALL REPLACE FENCE TO
PRE -CONSTRUCTION CONDITIONS WITH GATE ACROSS
PERMANENT EASEMENT TO MATCH FENCE STYLE. SEE
GENERAL NOTE 10.
21. CONTRACTOR SHALL RELOCATE PAMPAS GRASS ONTO
OWNERS PROPERTY AS DIRECTED BY THE OWNER.
811
Krnow what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
BrownD! •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
H
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-633.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 256+00 TO
STATION 264+00
DRAWING NUMBER
C-02-633

7
NEW WATER MAIN
EASEMENT
PID 02-205-016
N/F GERALD I. HANDY
620
610
600
590
580
570
7
1
J
I sorb
NEW CONSTRUCTION
EASEMENT
I
PID 02-205-001C
N/F MILDRED MAY PRESLAR &
PERNAY THOMAS PRESLAR, JR.
/ STATION 266+40
/ C-0u INSTALL:
1 - 24" BUTTERFLY VALVE-
N = 461061.28
E = 1574839.78
STATION 265+91
/ /INSTALL:
/1 - 22.5° BEND 24"-
N = 461104.93
I E = 1574817.55
(\STATION 265+84
INSTALL:
1 - 11.25° BEND 24"-
N = 461111.49
,E = 1574817.00
\
PID 02-205-014
N/F ACAM INVESTMENTS, LLC
(
ti
�
7
46
STATION 269+36
INSTALL:
C 00 802 1 - ARV-23
= 460934.11
/ E = 1575090.51
STUB OUT FOR FUTURE CONNECTION/
INSTALL: /
1 - 8" GATE VALVE WITH BOX
1 - 8" CAP
ALL PIPE/AND APPURTENANCES FOR
COMPLETE CONNECTION
STATION 267+00 /
INSTALL:
1 - 24" x 8" TEE (RED)
N = 461008.06
E = 1574866.87
STATION 267+02
INSTALL:
1 - 45° BEND 24"
N = 461006.09
E = 1574867.87
PLAN
SCALE: 1" = 40'
0 40
c-00-70 3 C-00-803
PLAN
NORTH
80
1 /
/
r4
f
PID 02-208-002A
N/F THE MEADOWS MHP, LLC
� cn
SILT FENCE .-
0
• • [ESC-D
DOUBLE ROW
.40
SINGLE
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
24" TRANSMISSION
MAI N
C-D1 /
C-00-702
s
k
/e
l PID 02-208-002A
N/F THE MEADOWS MHP, LLC
A
C-0�801
zz
zz
NO WETLAND OR
STREAM IMPACTS
T - WINDSTREAM
C-00-802
INSTALL:
STA = 266+39.8
1 - 24" BUTTERFLY VALVE
G
0
0
EL
Lu
J
12
FM)
STA=265+90.8
INSTALL:
P
•
0
0)
z
STA=266+99.5
INSTALL:
1 : 24" x 8" TEE (RED
C-00-802 STA=269+35.7
INSTALL:
1 - ARV ASSEMBLY
EXISTING
GRADE
STA=265+84.3
INSTALL:
STA=267+01.7
INSTALL:
z_
2
-24"z
STA=271 +29.5
INSTALL:
8" TEE (RED)
560
264+00
STAY ION.266+42:3
BEGIN PIPE CA$ING
co
0)
N
z
0
1-
z
C)
11
1
1
z
11
24" TRANSMISSION ( A
MAIN
C-00-801
-JACK & BORE
56 LF 36'
STEEL CASING C-00-802
264+50
265+00
265+50
266+00 266+50
267+00 267+50
PROFILE
268+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
268+50
8
269+00 269+50
16
VERT
270+00
270+50
271+00
271+50
,SEE DRAWING C-02-650
FOR CONNECTION TO
EXISTING 8" WATER MAIN.
620
610
600
590
580
570
560
272+00
SINGLE ROW
ESC-D
C-0�
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
4 JACK AND BORE CROSSING 20' X 40' ENTRY PIT.
5 JACK AND BORE CROSSING 20'X 20' EXIT PIT.
8 TEMPORARY CONSTRUCTION ENTRANCE TO BE
CONVERTED TO AN ACCESS DRIVEWAY. CONTRACTOR
SHALL PROVIDE 18" CMP STORM DRAINAGE PIPE WHERE
REQUIRED AND NECESSARY GRADING TO PROVIDE
POSITIVE DRAINAGE. SEE DETAILS ESCJ/C-00-703. AND
N/C-00-803.
12 CONTRACTOR SHALL REMOVE FENCING AS NECESSARY
FOR CONSTRUCTION, PROVIDING TEMPORARY FENCING.
CONTRACTOR SHALL REPLACE FENCE TO
PRE -CONSTRUCTION CONDITIONS WITH GATE ACROSS
PERMANENT EASEMENT TO MATCH FENCE STYLE. SEE
GENERAL NOTE 10.
811
Krnow what's below.
CaII before you dig.
Dial D11-
North Carolina A11, Inc_
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-634. D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 264+00 TO
STATION 272+00
DRAWING NUMBER
C-02-634

PID 02-208-002A
N/F THE MEADOWS MHP, LLC
O \ \
N
NEW CONSTRUCTION \
EASEMENT
NEW WATER MAIN
EASEMENT
N
0 1
U 1 LOD I
N
Q
ER LINE
w
z
U
H
w
�_..u._ —
600
590
580
570
560
550
SILT FENCE
ESC-D ■
C-00-702 ■'
R/W
/ EXISTING- W TA ER
,-SERVICE (PRIVATE)
r
OUBLE Rj3W
\ 1
\ \ \ \ N
\ so \ \ �r6� \ \\ \ S6S
\ \ \ \ \ \ \ \ \\ \ \ N
\\ \\\ \ \ \
\ \ \\ \ \ \ \
\ \ \ \ \ \ \
\ \SEE'(VOT9 ( P) \
516
PID 02-208-003
N/F JOHN H. LEAK, JR.
. AUSTIN GROVE CHURCH ROAD SR-1751
(
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
\
C-00-703J
PID 02-205-004
N/F HOLLY FARMS FOODS, INC.
24" TRANSMISSION
MAI N
C-0�801
i
I 7
\ \ \ \ \\
I \ \ 1 \
t5,�SDOTIE 9
C-00-703
C-00-703
C-00-701
—7
R/VV -R/W- R/W
SILT FENCE
SINGLE ROW
PID 02-208-004
N/F JOHN HENRY LEAK, SR. &
BROOKSIE L. LIVINGSTON
ESC D (ESC-M
C-00-702 C-00-703
C-00-701 10
1
NO WETLAND OR
STREAM IMPACTS
540
272+00
EXISTING
GRADE
C 00 801 24" TRANSMISSION MAI
z
2
i
272+50
273+00
273+50 274+00
274+50
275+00
275+50
PROFILE
276+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
276+50
8
277+00
16
VERT
277+50
278+00
278+50
279+00
279+50
\
No
INV OUT=553.03'
yeACTED
600
590
580
570
560
550
540
280+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
8 TEMPORARY CONSTRUCTION ENTRANCE TO BE
CONVERTED TO AN ACCESS DRIVEWAY. CONTRACTOR
SHALL PROVIDE 18" CMP STORM DRAINAGE PIPE WHERE
REQUIRED AND NECESSARY GRADING TO PROVIDE
POSITIVE DRAINAGE. SEE DETAILS ESCJ/C-00-703. AND
N/C-00-803.
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
ESC-M/C-00-703.
811
Krnow what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
BrownD! •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
H
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-635.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 272+00 TO
STATION 280+00
DRAWING NUMBER
C-02-635

INr61T=55
IMPACTED
RW
C-00-703
/
I
(
PID 02-208-004
N/F JOHN HENRY LEAK, SR. &
BROOKSIE L. LIVINGSTON
590
580
570
560
550
540
530
280+00
f
//
0
r—
1
C 00 802 STATION 281+68
INSTALL:
1 - ARV-24
N = 460517.54
E = 1576249.29
SILT FEN
f ESC-D�
C-00� 7X-
�OUBLE R,OW
,I\ARM(
�lW
O\ \ iI� —-000702SC-D
\ \� SIfdU`LE
I
555 L
PID 02-208-004A
N/F CARRIE LEAK &
JOHN HENRY LEAK, SR.
0 /140-f-
0
../-
\ \ \ \ \ 63
\ \ \ �Q
\ \ \ PID 02-205-004
I \
I
1
N/F HOLLY FARMS FOODS, INC.
1\ \ \ \ 1
\\\ \\\ \\\
21 PV�\ W�'' �T�ER \
\ 1 LI (P`RIVAT�) \ \ 1 C-00-70
\\ \\\ \\\
NEW CONSTRUCTION CSC-B
\ C-00-701
I EASEMENT \
\ \
1 NEW WATER MAIN
EASEMENT
AUST ROVE CHURCH ROAD SR-1751
�S�EE�I OT� 9 (T�Y )
/W R ,R/W
PRIVATE 2" W
R
TOP EL=551.35
550
-555-
C
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
\ \
C-00-703
C-0�
ESC-B�
C 0�-701N
24" TRANSMISSION
\ MAIN C 0��1
01cri
SILT FENCE
IN IN o T=547.7 `550
I
4c5
BLE ROW
\ \ R
\ \ \ \ \ \
\
\ STATION 286+36 MI\ \'''''
C-00-802
INSTALL:
\ 1 - ARV-25 \
\ N = 460282.40
IE = 1576654.34 \•\
SILT FENCE
\
I
r L LOD
I
R/W
[ESU-LJ'
\\ C007� 07�
\ \ \ \N R• \
\\s \\\ \\ \\
\ \\
R/W � R/W�
h
LUu
R/W
M
N
0
0
oo
N
oo
veV
W
/ / / /
/ /�
7 /
PID 02-208-005E
N/F GREGORY ALAN EASON &
RODNEY SPEIGHT EASON, JR.
7-
550 / /
i
54 i
NO WETLAND OR
STREAM IMPACTS
C 00 8 2 STA=281 +67.6
INSTALL:
1 ARV ASSEMBLY
7-
r
/
/
/ r
/
/
/
Z
2
C O�-802 STA=286+36.2
INSTALL:
1 - ARV ASSEMBLY-
EXISTING
GRADE
C 00 801 24" TRANSMISSION MAIN
/
2„
r
W: - :PRIVATE)
280+50
281+00
281+50
282+00
282+50
283+00
283+50
PROFILE
284+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
284+50
8
285+00
16
VERT
285+50
286+00
286+50
287+00
287+50
590
580
570
560
550
540
530
288+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
ESC-M/C-00-703.
8:1
Call before you d g.
Dial BM
North Carolina All, loc.
Brown AND •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 280+00 TO
STATION 288+00
DRAWING NUMBER

ESC-
'M C-00-702
N0
0
U 1
SI.NFENCE
\ \ \ \ \ \ N/F HOLLY FARMS FOODS, INC. S
sso \ \ sus \ o \ \ \.
46
NEW CONSTRUCTION \ \ \ \ \ \
EASEMENT
OUBLE ROW
0
w
0 288+Q10
_545
c�
0
CN
w (A
w
I
Lvv
\
NEW WATER MAIN •
EASEMENT
Lvv
w w w wj
/ R/W) y/W R/W
PID 02-208-005E
N/F GREGORY ALAN EASON &
RODNEY SPEIGHT EASON, JR.
570
560
550
540
530
520
510
7
24" TRANSMISSION
MAI N
AUSTIN GROVE CHURCH ROAD SR-1751
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
/ / / / / / / i i I / 1 I[ 1 " Y 7 \IDELINEATED
IMPACT #S5 WETLANDS
�, / / / 7 SURFACE WATER TEMPORARY IMPACT
r�� / / / / 01 / STREAM AB - 50.5 FT -
/ / / / / / FLAGS AB-1 THROUGH AB-8
/ / // / / ' AND AB-101 THROUGH AB-108
/ / / / MARKING CHANNEL WIDTH 0-0 / /
/ / / / / / / 7 / / Z/ / � ANT SE
/ / 7 / 7 7 / / C-00-803, COLLAR
// �7
y / �C-
/ / z411,11 / /C-0
/ Is /
— / / / / / 81EE
—OB=LOD �7/ //
SILT F,51'CCE // /
/
i / /�i5
��/ mop/
/ V
C-0�1
— ANTI -SEEP / O
COLLAR C-00-803
9
0
'N
w
z
OUT J
5' -1-
0
N/F
IMPACT SUMMARY
SQ. FT
LENGTH (FT)
SURFACE WATER
TEMPORARY IMPACT
50.5
WETLAND PERMANENT
IMPACT
_
_
LEGEND
TEMPORARY
CONSTRUCTION EASEMENT
_ — _ — _ _ NEW PERMANENT
EASEMENT
PROPOSED ALIGNMENT
SURFACE WATER
TEMPORARY IMPACT
A
C-00-801
24" TRANSMISSION MAIN
EXISTING
GRADE
STATION=296+00.0
END PIPE CASING
20 LF 36" STEEL CASING—
STATION=295+80.0
BEGIN. PIPE CASING
/ 1 STATION-295+79.4_
C-00-803 ANTI SEEP COLLAR
570
560
550
540
530
r
520
288+00
288+50
289+00
289+50
290+00
290+50
291+00
291+50
PROFILE
292+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
292+50
8
293+00
16
VERT
293+50
294+00
294+50
295+00
295+50
510
296+00
C-00-703
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
3 APPROXIMATE LOCATION OF EXISTING WETLAND.
CONTRACTOR SHALL MAINTAIN MINIMUM DISTURBANCE
WITHIN THE WETLAND AREA AS SHOWN.
6
WETLAND AREA WHICH SHALL BE REUSED AS THE TOP 18
INCHES OF BACKFILL. RESTORE ALL WETLAND AREAS TO
PRE -CONSTRUCTION CONTOURS.
7 RESEED WETLAND AREAS WITHIN LOD. SEE SHEET
C-00-701/NC - SEC SEEDING TABLE 6.24c, WETLAND SEED
MIX.
9 SEE EROSION CONTROL FOR EXCAVATED MATERIALS
DETAIL ESC-A/C-00-701.
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
ESC-M/C-00-703.
18 EXCAVATED MATERIALS FROM WITHIN WETLANDS SHALL
BE STOCKPILED OUTSIDE OF THE WETLAND BOUNDARIES.
24 SEE STREAM CROSSING RESTORATION DETAIL
ESC-N/C-00-704.
811
Know what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
BrownD! •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
H
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-637.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 288+00 TO
STATION 296+00
DRAWING NUMBER
C-02-637

PID 02-205-004
N/F HOLLY FARMS FOODS. INC.
DELINEATED
WETLANDS
C-M
C-00-703
C-00-703
C-00-701
ANTI -SEEP
C-00-803/ COLLAR
IMPACT #S5
SURFACE WATER TEMPORARY IMPACT
STREAM AB
SEE C-02-637
570
560
550
540
530
520
510
STUB OUT FOR FUTURE STATION 299+05
CONNECTION: INSTALL:
INSTALL: C-00-802 1 - 24" BUTTERFLY VALVE
I�1 - 24" X 12" REDUCER ��
n1 - 12" X 8" REDUCER _ N_ 459646.41
,
•") 1 - 8" GATE VALVE WITH BOX E = 15777-9
I
ESC-D
C-00-702
1 - 8" CAP l f
ALL PIPE AND APPURTENANCES
FOR COMPLETE CONNECTION
I-�I r
STATION 298+85
INSTALL:
1 - 24" x 24" TEE
/ N = 459663.93
E = 1577739.04
C-0�703 \-803
SEE'�IOTE\9 (TP)
SILT FENCE
DOU:,LE ROW
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
G p 1 ANTI -SEEP
C-00-803 COLLAR
71111
ANN
TYWAIMMAIFIF
04V
-1 )
------ ------._ \ --) l / ) )
l C c
9/ / 41 21< 6"sm CASING C0K-T8�02 I l I 1 c-
�� // /UND�� USI IN�GROVE/
HOR HAO D 2-1751 \ \
\ I\ \ 1\ \\ \ \ \
\ \ \
C-00-70
57s
C-00-703
\/
STATION 296+38 C-0�801
INSTALL:
1 - 24" x 12" TEE (BLOW -OFF)'-
= 459778.81
E = 1577520.74
OUT=521 31'
OUT=521142'
/ //
l40 /
2'1 / PLAN
1 I 1 ' / SCALE: 1" = 40'
I 0 40
C-00-704 / /
/ / - MPACTE-
LAAJ$IN7
/ / C-0 3- / / / / ,C,C /
h / SINGLE ROW--
PID 02-208-005F
N/F SON CONG TRINH
3 C 00 803 8 \
PID 02-208-005A
N/F LORRAINE C. PHIFER, TRUSTEE •
24" TRANSMISSION
MAI N
OUT=534.66'
�ti
/
/i// / / / / / f0b15
PLAN /
NORTH -
80
/ / / / / / ( i \ r
/ / / / / / 7 .5`'°
/ 0 / /
/ / / 7 /
C 00-801
�%S
r � �
(
I / ^� /
� �o f i
SE/NO�fE 9 ($YPJ f )
NEW CONSTRUCTION J
EASEMENT
1 1
NEW WATER MAIN
EASEMENT
7 / /
L
STATION 303+14
INSTALL: C-00-802(
-1 - ARV-26
N = 459285.58
E = 1577537.20 _)
/
/
I
C-00-802
STA=303+13.9
INSTALL:
1 - ARV-26
T
WINDSTREAM ..-
ALLTEL
0.
0
2
0
2
0
/
2"
C-00-802
W- PVC -PRIVATE}
STA" = 299+04 R
INSTALL:
T - 24" BUTTERFLY VALVE
STA=298+85.1
STATION=296+00:9
ANTI SEEP COLLAR
C-00-803
1
INSTALL:
- 24" x 24" TEE
z
CO
WINDSTREAM
ALLTEL)
EXISTING
GRADE
/
/
214 L.F,
STA=296+38.4
�4" TRANSMISSION MAIN
C 00 801
INSTALL: C-00-801
1 - 24' x 12" TEE (BLOW -OFF)
STATION=299+110.0
z
0)
0
w
z
0
Lu
STATION=299+50.0
-JACK
END: PIPE CASING
& BORE
40 LF
36" STEEL
CAS I N G C-00 802
296+00
296+50
297+00
297+50
298+00
298+50 299+00
299+50
PROFILE
300+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
300+50
8
301+00 301+50
16
VERT
302+00 302+50
303+00
570
560
550
540
530
520
510
303+50 304+00
>
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
3 APPROXIMATE LOCATION OF EXISTING WETLAND.
CONTRACTOR SHALL MAINTAIN MINIMUM DISTURBANCE
WITHIN THE WETLAND AREA AS SHOWN.
4 JACK AND BORE CROSSING 20' X 40' ENTRY PIT.
5 JACK AND BORE CROSSING 20'X 20' EXIT PIT.
6 ......................................
WETLAND AREA WHICH SHALL BE REUSED AS THE TOP 18
INCHES OF BACKFILL. RESTORE ALL WETLAND AREAS TO
PRE -CONSTRUCTION CONTOURS.
7 RESEED WETLAND AREAS WITHIN LOD. SEE SHEET
C-00-701/NC - SEC SEEDING TABLE 6.24c, WETLAND SEED
MIX.
8 TEMPORARY CONSTRUCTION ENTRANCE TO BE
CONVERTED TO AN ACCESS DRIVEWAY. CONTRACTOR
SHALL PROVIDE 18" CMP STORM DRAINAGE PIPE WHERE
REQUIRED AND NECESSARY GRADING TO PROVIDE
POSITIVE DRAINAGE. SEE DETAILS ESCJ/C-00-703. AND
N/C-00-803.
9 SEE EROSION CONTROL FOR EXCAVATED MATERIALS
DETAIL ESC-A/C-00-701.
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
ESC-M/C-00-703.
18 EXCAVATED MATERIALS FROM WITHIN WETLANDS SHALL
BE STOCKPILED OUTSIDE OF THE WETLAND BOUNDARIES.
24 SEE STREAM CROSSING RESTORATION DETAIL
ESC-N/C-00-704.
811
Know what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
BrownD! •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
H
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-638.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 296+00 TO
STATION 304+00
DRAWING NUMBER
C-02-638

� CZ
J
nP1/
V
(ESC-D
C-00-702
to
/
0 � — 565
O
• ••
0
0-1
/W
SINGLES
5 � l 0
/ I
J I N I
I (� / o /
III y / �fI
Q 1
PID 02-208-005F
N/F SON CONG TRINH
PID 02-208-005A
N/F LORRAINE C. PHIFER, TRUSTEE
580
570
560
550
540
530
-C-00-703
f
/ 0
CONCRETE DRIVE / NEW WATER MAIN
C 01 EASEMENT
/ /
/ /
I /
//
/
/
,/
/
NEW CONSTRUCTION
EASEMENT
_ o 1
C? I
921 FOREST HILLS
SCHOOL RD
SEE NOTE 9 (TY
J 1
V-(z.-/N/
NY'1 -< >
PLAN
SCALE: 1" = 40'
0 40
10
117
C-00-703
't I
\I
Lf)/ \ \ of
I
I
I �I 1/I
PLAN
NORTH
80
24" TRANSMISSION MAIN
555 -
')
N/F CAROL HOWARD &
ROBERT DALLAS HOWARD
PID 02-208-010C
/ 9�
/ O
7A / // /// // /.----
/
` / // / EE/NOTE ?/(TYRI
j \ / C0�801\(
.A_ .A- A-
PID 02-208-005D
N/F BILLIE THOMAS &
JIMMY KAY TYSON, JR.
\�.
ENCE/
ESC-D
C-00-702
TINGLE ROW /
NO WETLAND OR
STREAM IMPACTS
EXISTING
GRADE
214
@ - .00/0
219
@ 1.00°l°
520
304+00
24" TRANSMISSION MAIN
C 00`801
304+50
305+00 305+50
306+00 306+50
307+00 307+50
PROFILE
308+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
308+50 309+00
8
16
VERT
309+50 310+00
310+50
311+00 311+50
580
570
560
550
540
530
520
312+00
i
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
2 HISTORICAL PROPERTIES. CONTRACTOR TO DOCUMENT
EXISTING CONDITIONS AND TAKE ALL NECESSARY
PRECAUTIONS TO PROTECT PROPERTY.
811
Know what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: ••
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-639.DWG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 304+00 TO
STATION 312+00
DRAWING NUMBER
C-02-639

/
PID 02-208-010C
N/F CAROL HOWARD &
ROBERT DALLAS HOWARD _� ~
D
- C-00-801
555
SFF NQTE TYP)
M �
c°
-FN)-
C7 �
W _
W'
0.-312 0
_'COO
r — 1Z
_ �T
SILT FEII E
SINGLE 4tOW
l
600
590
580
570
560
550
ASPHALT DRIVE
I
2
(
7-
J
/
INV OUT=560.63'
R/W
7
/
A
INV IN=560.69'
R/W
CO
LO
7
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
LOU
314+0
PID 02-208-016
N/F MORRIS C. WILLIAMS &
GERALDINE WILLIAMS
7
J
/ ( I `0
/ / / I 1
INV OUT=S
PID 02-208-022
N/F DANNY C. PHIFER &
HELEN H. PHIFER
I
LOD
316
316
/ J
I
I (
9 D LOD
i
INV IN=564.71 T
- —N FOREST HILLS SCHOOL ROAD SR-1754
R/W
/
PLAN
SCALE: 1" = 40'
0 40
/
1
STATION 317+79
.INSTALL:
-1 - 11.25° BEND 24"
N = 457888.02
`E = 1577474.92
24" TRANSMISSION MAIN
I �
RAN -
7
PLAN
NORTH
80
/
7-
LU
C-0�801
D \ \
317+00 1
i
7-
R/W
(7X (
/
/ / J
11 ) /
� � 1 ( /
1
Qo
C-00-702/
PID 02-208-007
N/F JAMES ERVIN PHIFER
7
GRAVEL DRIVE C-00-801
OW
POND
4/
co
PID 02-208-006B \ \�
N/F AMANDA KAY SMITH
NO WETLAND OR
STREAM IMPACTS
WINDSTREAM
STA=317+79.1
INSTALL:
T
WINDSTREAM)
219'@1.00%
C-00-801
540
312+00
EXISTING
GRADE
312+50
313+00
313+50
314+00
314+50
315+00 315+50
PROFILE
316+00
0 40 80
HORIZ
316+50
8
317+00
16
VERT
317+50
318+00
318+50
319+00
319+50
600
590
580
570
560
550
540
320+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90`)/0 SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
12 CONTRACTOR SHALL REMOVE FENCING AS NECESSARY
FOR CONSTRUCTION, PROVIDING TEMPORARY FENCING.
CONTRACTOR SHALL REPLACE FENCE TO
PRE -CONSTRUCTION CONDITIONS WITH GATE ACROSS
PERMANENT EASEMENT TO MATCH FENCE STYLE. SEE
GENERAL NOTE 10.
22 CONTRACTOR SHALL COORDINATE WITH UNION COUNTY
COOPERATIVE PRIOR TO PIPELINE CONSTRUCTION FOR
THE TEMPORARY SUPPORT OR RELOCATION OF POWER
POLE.
8:1
Call before you d g.
Dial BM
North Carolina All, loc.
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
CHECKED:
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 312+00 TO
STATION 320+00
DRAWING NUMBER

s-4
PID 02-208-007
N/F JAMES ERVIN PHIFER
i
0
0
o
610
600
590
580
570
560
SILT F
SINGLE ROW
PID 02-208-006B
N/F AMANDA KAY SMITH
C-00-703
C-00-801
ESC-D,
C-00-702
NEW CONSTRUCTION
EASEMENT
NEW WATER MAIN
EASEMENT
/
z
GRAVEL DRIVE
7
7
7
666/
/
7
PLAN
SCALE: 1" = 40'
0 40
69
PID 02-208-007B01
N/F BARBARA A. MILLS
O
N FOREST HILLS SCHOOL ROAD SR-1754
s
/
I
PID 02-208-006A
N/F DANNY CAROLL PHIFER &
HELEN HAGLER PHIFER
PLAN
NORTH
80
7
(
C-0�
GRAVEL DRIVE
0
C-0�801
24" TRANSMISSION MAIN C-0�801-
LOD
R/Wj
LOD
w
7
R/
LQD
uj\
ems$
70
PID 02-208-007F
N/F GAYLE PHIFER HATLEY
E
SILT FENCE
SINGLE
�
R/W
/ESC-D�
C-0�
BIZ/V
i
w
T z
NO WETLAND OR
STREAM IMPACTS
2
-CT - WINDSTREAM)
XISTING
GRADE
- WINDSTREAM
-ET - WINDSTREAM
1
24" TRANSMISSION MAIN
C 00`801
550
320+00
320+50
321+00 321+50
322+00
322+50
323+00
323+50
PROFILE
324+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
324+50
8
325+00 325+50
16
VERT
326+00
326+50
327+00
327+50
1
610
600
590
580
570
560
550
328+00
■
v'v-v-a-ew
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
12 CONTRACTOR SHALL REMOVE FENCING AS NECESSARY
FOR CONSTRUCTION, PROVIDING TEMPORARY FENCING.
CONTRACTOR SHALL REPLACE FENCE TO
PRE -CONSTRUCTION CONDITIONS WITH GATE ACROSS
PERMANENT EASEMENT TO MATCH FENCE STYLE. SEE
GENERAL NOTE 10.
22 CONTRACTOR SHALL COORDINATE WITH UNION COUNTY
COOPERATIVE PRIOR TO PIPELINE CONSTRUCTION FOR
THE TEMPORARY SUPPORT OR RELOCATION OF POWER
POLE.
811
Maim what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
BrownD! •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
H
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-641. D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 320+00 TO
STATION 328+00
DRAWING NUMBER
C-02-641

CONCRETE SLA
NEW CONSTRUCTION
EASEMENT
- LOD
NEW WATER MAIN
EASEMENT
9
N
O
0
W
— W
0 328+00
N
TIEE(
y,,-,.A,, 590
R/W
f ESC-D�
C-00-702
T
-1-R1N
SILT FENCE
SINGLE ROW
i
PID 02-208-007G
N/F GAYLE PHIFER HATLEY
E�aS
SEE NOTE
PID 02-208-006A
N/F DANNY CAROLL PHIFER &
HELEN HAGLER PHIFER
620
610
600
590
580
570
560
328+00
R/W
l
D
i
/
R/W
E
s
STATION 330+46
INSTALL:
-1 - ARV-27
N = 456731.97
E = 1576988.46
0
R/W
/ 7
C-0�
k
LOD
1
/331+00
1
1
E� -E
J
1
N FOREST HILLS SCHOOL ROAD SR-1754
R/W \ R/W _) R/W
L--
7
7
PLAN
SCALE: 1" = 40'
0 40
R/W
C-0�
PLAN
NORTH
80
/
PID 02-208-007F
N/F GAYLE PHIFER HATLEY
5$5 -
NEW WATER MAIN
EASEMENT
Lou
333+00
INV OUT=582.30'
7
L_
7-
24" TRANSMISSION MAIN C 00 801
3&4+00
-O
PID 02-208-006
N/F AMANDA K. PHIFER
NO WETLAND OR
STREAM IMPACTS
335+00
7
7
)SILT FENCE
7
ESC-D
C-00-702
SINGLE RO\��
SEE NOTE 9 (TYP)
/
NOTE:
FINAL DELINEATION OF NEW WATER MAIN
EASEMENT / ENCROACHMENT PENDING
FINAL PROPERTY SURVEY INFORMATION.
C-00-802
1
STA=330+46.3
INSTALL:
ARV ASSEMBLY
WI N D STREAM
Z
EXISTING
GRADE
C-0' 0_801' TRANSMISSION MAIN
328+50
329+00
329+50
330+00
330+50
331+00
331+50
PROFILE
332+00
0 40 80
HORIZ
0
332+50
8
333+00
16
VERT
333+50
334+00
334+50
335+00
335+50
620
610
600
590
580
570
560
336+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
8:1
Call before you d g.
Dial BM
North Carolina All, loc.
Brown AND •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90`)/0 SUBMITTAL
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 328+00 TO
STATION 336+00
DRAWING NUMBER

t
SEE NOTE 9 (TYP)
NEW WATER MAIN
EASEMENT
�!♦ STATION 336+08
C-0�802 INSTALL:
1 - ARV-28
N = 456251.59
E = 1576698.33
S
620
610
600
590
580
570
560
336+00
PID 022-080-07E
N/F RONALD LYNN YOW &
AMY BAUCOM YOW
GRAVEL DRIVE
C-00-801
PID 02-208-006
N/F AMANDA K. PHIFER
SINGLE ROW
/7
INV OUT=590.40'
SILT FENCE
7 CO�
1
)
73
PID 02-208-007H
N/F BONNIE ELIZABETH PHIFER
24" TRANSMISSION MAIN C 00 801
ry ry ry r� n v-. r v -v
INV IN=590.44'
PLAN
SCALE: 1" = 40'
0 40
ESC-D
C-0�
SILT FEEVE
s\IL \
SINGLE ROW
SEE NOTE 9 (TYP
C-0�801 ASPS LT DRIVE
STATION 340+93
INSTALL: �\
1 - 45° BEND 24"
N = 455852.70
E = 1576446.12
STATION 340+44
INSTALL:
1 - 45° BEND 24"
N = 455901.61
E = 1576438.86
N FOREST HILLS SCHOOL ROAD SR-1754
T
PLAN
NORTH
80
ESC
(
N/F DEPARTMENT OF h//�
TRANSPORTATION / / /
/ / ///
// //
///
74 \ 1 r/
PID 02-211-024G /o
— 595 /
'55�
JAe-K 41D BORE
C 00 802 120 tF-36" STEEL C
590 TRAYWIC -FA` RO
1, \ \\\
/ \\\\
PID 02-208-014
N/F NELSON REID PHIFER
I/
0//,
STATION 343+51
INSTALL:
1 - 24" x 8" TEE (RED)
N = 455649.51
E = 1576287.83
1
SILT
C-00-702
kb o
W
il33. itI 1 O� 1\\
__�, 590 0
\ Mil ti +
� �-N___
_w
I
I
II
III
600 =
CONNECTION TO EXISTING 8" W - DI:
INSTALL:
\ 1 - 8" TAPPING VALVE WITH BOX C-00-802
- 8" TAPPING TEE
coo ALL PIPE AND APPURTENANCES FOR
COMPLETE CONNECTION
NO WETLAND OR
STREAM IMPACTS
-2
STA=343+50..9
INSTALL:
4" x 8" TEE (RED)
STA=336+08.2
INSTALL:
1
C-00-802
ARV ASSEMBLY _/
— WINDSTREAM
EXISTING
GRADE
STA=340+93.4
INSTALL:
STA=340+43.9
INSTALL:
\
1
TRAYIWIdK RA
(8» W
436'
© 0-32%
i A \ 24" TRANSMISSION MAIN
C-00-801
rn
N
(V
M
II O
0
z
la- W
W m
-JAC
120
!,
co
C:
II
2
O.a
F2
CO LL
K & BORE
LF 36" STE
EL CAS
ING
C-00-802 . .
336+50
337+00
337+50
338+00
338+50
339+00
339+50
PROFILE
340+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
340+50
8
341+00
16
VERT
341+50
342+00
342+50
343+00
343+50
•
620
610
600
590
580
570
560
344+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
.QNL.Y.NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
4 JACK AND BORE CROSSING 20' X 40' ENTRY PIT.
5 JACK AND BORE CROSSING 20'X 20' EXIT PIT.
Krnow what's below.
CaII before you dig.
Dial D11-
North Carolina A11, Inc_
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: —
CHECKED:
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 336+00 TO
STATION 344+00
DRAWING NUMBER

/
ll'1I
11 11
ji I ,
NEW WATER MAIN
IENCROACHMENT
PID 02-211-024G
N/F DEPARTMENT OF
TRANSPORTATION
STATION 346+22
INSTALL:
1 - ARV-29
N = 455431.34
E = 1576127.79
24" TRANSMISSION
C-00-801 MAIN
--SEE NOTE 9 (TYP)-
Q
YY PID 02-208-014
,1\l/F NELSON REID PHIFER
620
610
600
590
580
570
C-00-703
C-0�
0 I II/II
r 11
I \ 11
1 11 II1II
�1
STATION 347+601 I'»)'I'H'11 I I
INSTALL: oo I I
�1111111
11111111 1 1
'11;01111 I
I
/1111111I I
I
// //// I
PIA* I
J
1 - 24" BUTTERFLY VALVE
N = 455317.69
E = 1576049.03
SILT FENCE
• � ESC-D
•
C-00-702
/SINGLE ROW
-GRATE INLET -
_ -GRATE EL=611.31':
600 = INV OUT=607.14' -
GRATE INLET
-GRATE EL=611.09'=
-INV IN=606.14' _
INV OUT=606.03'
590-
PID 02211024(_
DEP_ARTMENT OFF
TRANSP DRT-AUN
5
C-00-702)
TE •0 7• •Y�
FABRIC DROP
NLET PROTEJTION,,/
PLAN
SCALE: 1" = 40'
0 40
o
W
II /I
JACK AND BORE
o
200 LF 36" STEEL CASING
UNDER MONROE EXPRESSWAY W
PLAN
NORTH
80
,l/ / ////////// ) 74
111 111 / PI 2-211-024G I
llllll`��C
II 1
)II�LL\�\
GRATE INLET
GRATE EL=609.91'�
\ INV OUT=604.93'
\r E=
r
N/F DEPARTMENT OF
STATION 349+70
INSTALL: C 00�8 \...,.,..,____________{./
�� /J/
1 - 24" BUTTERFLY VALVE / �� ���
N = 455148.54
E = 1575924.46
/
INV OUT=586.16'
SILT FE CE
[ESC-D'\
SING ROW
ilil '' fili r rY
—CC--00703
GRATE INLET
-GRATE EL=609.93'
-600- '
INV IN=604.43,:'-�•� �,+.C'-00-702
INVOUT=604.04' —605C
TEMPORARY C-00-702=
FABRIC DROP
INLET PROTECTION—
PU0221I10^'' L
D-€PARTMEi T rC_\)F/
TRANSPORTATION //
-600
SEE NOTE 9 (TYP)
'w
LLI
ti•• '0
-595
590_
U
U
0
585 —
085
X if/7— E4—YE
NO WETLAND OR
STREAM IMPACTS
C ono so2 STA=346+21'.7T
INSTALL:
1 - ARV ASSEMBLY
C-00-802
STA = -347+60
INSTALL:
1 - 24" BUTTERFLY VALVE
- EXISTING
GRADE
W: MONJROE EXPRESS
E. MONROE EXPRESS'WAIY
O = NCTA
UE
FO - NCTA
STA = 349+70 C-00-802
INSTALL:
1 - 24' BUTTERF Y VALVE
560
344+00
C 00 801 24" TRANSMISSION MAIN -
C9
CT)
0
w
w
0
z
w
m
l J 1
C-00-802
JACK & BORE
200 LF36"•STEEL 'CAS
NG
344+50
345+00
345+50
346+00
346+50
347+00 347+50
PROFILE
348+00 348+50
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
8
349+00 349+50
16
VERT
350+00
350+50
351+00 351+50
620
610
600
590
580
570
560
352+00
590
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
4 JACK AND BORE CROSSING 20' X 40' ENTRY PIT.
5 JACK AND BORE CROSSING 20'X 20' EXIT PIT.
12 CONTRACTOR SHALL REMOVE FENCING AS NECESSARY
FOR CONSTRUCTION, PROVIDING TEMPORARY FENCING.
CONTRACTOR SHALL REPLACE FENCE TO
PRE -CONSTRUCTION CONDITIONS WITH GATE ACROSS
PERMANENT EASEMENT TO MATCH FENCE STYLE. SEE
GENERAL NOTE 10.
811
Krnow what's below.
CaII before you dig.
Dial D11-
North Carolina A11, Inc.
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-644. D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 344+00 TO
STATION 352+00
DRAWING NUMBER
C-02-644

SILT FENC
z Co
--�
PID 02-211-024G
N/F DEPARTMENT OF
TRANSPORTATION
610
600
590
580
570
560
\‘\1114i //
li_)111/1j/ '
-f?/
7
( //9/
z,
24" TRANSMISSION
C-00-801 MAIN f �`
--C-00-703
GRATE INLET
GRATE EL=597.32'
INV OUT=593.26'
Cs
/ C-00-704
ANTI -SEEP
-80 COLLAR
STATION 355+13 / - 0/
INSTALL: /
—1 - 24" x 12" TEE (BLOW -OFF) C-00-801 PID 02-211-024G
N = 454680.46 �// , N/F DEPARTMENT OF /
E = 1575655.41 TRANSPORTATION
/7
STATION 355+60 /
INSTALL:
1 - 45° BEND 24"
N = 454635.21
E = 1575642.39
(1
— ANTI SEEP
— COLLAR C-00-803'
i
�—e n 0-- 0
PLAN
SCALE: 1" = 40'
0 40
0 0
/ IMPACT #W5:
WETLAND PERMANENT IMPACT
WETLAND C - 864.5 SQ FT (0.02 AC)
FLAGS WC-1 THROUGH WC-9
STATION 356+07 '�---•
INSTALL: \\
—1 - 45° BEND 24"
N = 454612.22 -/'
E = 1575601.76 f
PLAN
NORTH
80
C-00-703
(
/ D ASPHALT DRIVE
C-00-801 (OPEN CUT)
/ / S
I /
rn )
I (
o
SILTNCE \ f
AC-1/AC-1/1
C-00-702 I
LE ROW
_I
NEW WATER MAIN
ENCROACHMENT
PID 02211024G
N/F DEPARTMENT OF
TRANSPORTATION
SEE NOTE (TYP)
•
IMPACT SUMMARY
SQ. FT
LENGTH (FT)
SURFACE WATER
TEMPORARYIMPACT
-
WETLAND PERMANENT
IMPACT
864.5
-
\�
1
C-00-702
E BOW
W (3/4"
OPPER SERVICE)
EXISTING
GRADE
STA=355
INSTALL:
60.5
WINDSTREAM 1"
STA =356+07.1
INSTALL:
C-00-801 STA=355+13.4
INSTALL:
1 - 24" x 12' TEE (BLOW -OFF)
i
C 00 801 24" TRANSMISSION MAIN
550
352+00
ANTI SEEP COLLAR
C-00-80
C-00-803
352+50
353+00 353+50
354+00
354+50 355+00
355+50 356+00 356+50 357+00 357+50
PROFILE
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
8
16
VERT
358+00
358+50
359+00
359+50
610
600
590
580
570
560
550
360+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
3 APPROXIMATE LOCATION OF EXISTING WETLAND.
CONTRACTOR SHALL MAINTAIN MINIMUM DISTURBANCE
WITHIN THE WETLAND AREA AS SHOWN.
6
WETLAND AREA WHICH SHALL BE REUSED AS THE TOP 18
INCHES OF BACKFILL. RESTORE ALL WETLAND AREAS TO
PRE -CONSTRUCTION CONTOURS.
7 RESEED WETLAND AREAS WITHIN LOD. SEE SHEET
C-00-701/NC - SEC SEEDING TABLE 6.24c, WETLAND SEED
MIX.
9 SEE EROSION CONTROL FOR EXCAVATED MATERIALS
DETAIL ESC-A/C-00-701.
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
ESC-M/C-00-703.
18 EXCAVATED MATERIALS FROM WITHIN WETLANDS SHALL
BE STOCKPILED OUTSIDE OF THE WETLAND BOUNDARIES.
24 SEE STREAM CROSSING RESTORATION DETAIL
ESC-N/C-00-704.
811
Know what's below.
CaII before you dig.
Dial D11-
North Carolina A11, Inc_
BrownD! •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
H
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-645. D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 352+00 TO
STATION 360+00
DRAWING NUMBER
C-02-645

W
7-\\
- ASPHALT DRIVE G00-801
(OPEN CUT)
PID 02211024G
N/F DEPARTMENT OF
TRANSPORTATION
610
600
590
580
570
560
550
590
SILT FE�10E7
ESC-D
SINGLE ROW
STATION 360+67
INSTALL:
-1 - ARV-30 C 00 802
N = 454157.30 \--/
E = 1575576.32
r
690
J
1
m c 1c
\ u C
SEE NOTE ( ) \
24" TRANSMISSION MAIN
PID 02-211-024 G
40
c N/F DEPARTMENT OF
TRANSPORTATION
L
C-00-801
6+00
lJ .A_ A V 503 A- .L w.l A- J.1 v`
CI TKO 10NR0e=--- —
F TIC GAS LINE
G
/
o
0
(01
N 1) J \
1
NEW WATER MAIN
ENCROACHMENT
\
\ 1
\
SILT FENCE
SE NOTE 9 (p(P)
1 1 -5 )
\\ Z
m
)r
C-00-703
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
G
1
G
G
G
G
G
G
ESCK7
C-00-703
SPICED AS EC2UIRED
J
l
PID 02-211-025
N/F HELEN HAGLER PHIFER &
FRANCES GAYLE PHIFER HATLEY
G
i
7.
-7
J
a
NO WETLAND OR
STREAM IMPACTS
GAS
LINE
(2" PL) = CITY
OF MONROE)
STA=360+67
INSTALL:
1 ARV-30
C-00-802
Y.�
Z
EXISTING
GRADE
r-
( A i 24" TRANSMISSION MAIN
C 00 801-
360+00
360+50 361+00
361+50
362+00
362+50
363+00
363+50
PROFILE
364+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
364+50
8
365+00
16
VERT
365+50
366+00
366+50
367+00
367+50
m ,
-mj7
ONP"4-
�
G
610
600
590
580
570
560
550
368+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
Krnow what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-646. D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 360+00 TO
STATION 368+00
DRAWING NUMBER
C-02-646

DELINEATED
WETLANDS —
20 LF/36" STEEL CASING—
ESC-B 10
C-0�701
SEE NOTE 9 (TYP) — 1
C-0�701
J
U I /
0
o-368 Pro."�'�—�-
NV OUT=568.4
INV IN=569.38'
/ % \.
/ '/ ' i
7 /
i
7
7
PID 02-211-025
N/F HELEN HAGLER PHIFER &
FRANCES GAYLE PHIFER HATLEY
/
C-00-703
C-0�
ESC-B
C-0��1
7
Xs-
J
/
L_
J
SILT FENCE
DOUBLE ROW
PID 02-211-024G
N/F DEPARTMENT OF
TRANSPORTATION
IMPACT #S6
SURFACE WATER TEMPORARY IMPACT
STREAM E - 35.9 FT
FLAGS SE-1 THROUGH SE-6
AND SE-101 THROUGH SE-106 -
MARKING CHANNEL WIDTH
ESC-D
c-o�
0+0171+00
—1IID OD LOn inn
-AV� V� V� V� Vl Val V AV A V.L J.L J.L J A-J A_J -. wn `�'a''yt'''''""'L�..,"6
7
7
_575v
IMPACT SUMMARY
SQ. FT
LENGTH (FT)
SURFACE WATER
TEMPORARY IMPACT
35.9
WETLAND PERMANENT
IMPACT
_
_
600
590
580
570
560
550
540
368+00
C-00-701
J
LEGEND
NEW PERMANENT
EASEMENT
PROPOSED ALIGNMENT
WETLAND PERMANENT
IMPACT
24" TRANSMISSION
MAI N
C-0�801
NEW WATER MAIN
ENCROACHMENT
373+00
_./..-----
,-,-)' ' r l� _l V .l \-i V h V A V h V A V A J h J . - ,-.1 .- s-1 �-../.. _A_ A—J, A... A......h &....A .-. w
n n Ln n I �L _ r4trA w A^�- a- T�dL4�. \ .. .� J Q i� .� . / v v �1 / 2a7cc'' LOD
CLTY nF MONRaF- INV OUT=573.69'
PLASTIC GAS LINE
G—� G G G G
1
1 SILT FENC
TINGLE ROW
W `
� c
/ W
ESC-D)
C-00-702
(�
N FOREST HILLS SCHOOL ROAD SR-1754
1 7i
/
/
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
7
PID 02-211-015A
N/F HENDLEY & BREWER
INVESTMENTS, LLC
1/
CITY -OF MONROE -
EXISTING
GRADE
Z_
2
0
fn
U
co
co
I I
Z
0
H
W
d
0
0
z
W
—20 LF 36" STEEL CASING
24" TRANSMISSION MAIN
C-00-80
368+50
369+00
369+50
370+00
370+50
371+00
371+50
PROFILE
372+00
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
372+50
8
373+00
16
VERT
373+50
374+00
374+50
375+00
375+50
I-
1
IYP)
W
co o
N /r
o
�Q
U
�0 oIN
600
590
580
570
560
550
540
376+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
3 APPROXIMATE LOCATION OF EXISTING WETLAND.
CONTRACTOR SHALL MAINTAIN MINIMUM DISTURBANCE
WITHIN THE WETLAND AREA AS SHOWN.
6
WETLAND AREA WHICH SHALL BE REUSED AS THE TOP 18
INCHES OF BACKFILL. RESTORE ALL WETLAND AREAS TO
PRE -CONSTRUCTION CONTOURS.
7 RESEED WETLAND AREAS WITHIN LOD. SEE SHEET
C-00-701/NC - SEC SEEDING TABLE 6.24c, WETLAND SEED
MIX.
9 SEE EROSION CONTROL FOR EXCAVATED MATERIALS
DETAIL ESC-A/C-00-701.
10 SEE BANK STABILIZATION DETAIL ESC-B/C-00-701.
14 SEE CLEAN WATER DIVERSION DETAIL ESC-L/C-00-703.
15 SEE STREAM FLOW BARRIER SECTION DETAIL
ESC-M/C-00-703.
18 EXCAVATED MATERIALS FROM WITHIN WETLANDS SHALL
BE STOCKPILED OUTSIDE OF THE WETLAND BOUNDARIES.
24 SEE STREAM CROSSING RESTORATION DETAIL
ESC-N/C-00-704.
811
Know what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
BrownD! •
Caldwell
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
H
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN:
J. RUSH
CHECKED:
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-647. D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 368+00 TO
STATION 376+00
DRAWING NUMBER
C-02-647

fESC-D'\
C-0�
SIN
SEE NOTE 9
w
74
C-0�
PID 02-211-024G
N/F DEPARTMENT OF
TRANSPORTATION
N.\
co
A _GA _&NE
- G' I Z G
SOIL BORING
HV-28
/7//
610
600
590
580
570
560
i
STATION 377+85
INSTALL:
1 - 24" BUTTERFLY VALVE
N = 452654.19
E = 1576150.92
STATION 377+69
. INSTALL:
1 - 45° BEND 24" -
N = 452665.13
E = 1576138.74
STATION 376+59
INSTALL:
1 - 45° BEND 24" ,f
N = 452659.24
E = 1576028.90 STATION 376+52 / J
INSTALL: /
1 - 22.5° BEND 24"
N = 452663.59 //
E = 1576024.00 /
PID 02-211-015A
N/F HENDLEY & BREWER
INVESTMENTS, LLC
H///// 1/
l� f
STATION 377+90
INSTALL:
1 - 45° BEND 24" ,
N = 452650.99
E = 1576154.48
//
//,
x«,(f/l
NCE� 4//A
�
�C 00-7�02
O
O
O
O
-F-
O
/
/
O
JACK AND ORE
201 LF " STEEL CASING C-00-802
/ UNDER X RAILROAD �/
PLAN
SCALE: 1" = 40'
0 40
STATION 379+95 C-00-802
INSTALL:
1 - 24" BUTTERFLY VALVE
N = 452446.00
E = 1576165.48
/ STATION 380+70
INSTALL:
\-1 - 22.5° BEND 24"
N = 452371.36
E = 1576169.48
2
PLAN
NORTH
80
0
- 24" TRANSMISSION C-0�801
MAIN
STATION 381+54
INSTALL: C-00-802
-1 - ARV-31
N = 452296.35
E = 1576207.39
C-00-703 C-00-803
G
/ 8,
PID 02-211-024G
N/F DEPARTMENT OF
TRANSPORTATION
-L
383+00
c'')
(
NEW WATER MA
ENCROACHMEN
/C0D
SINGLE ROW
co
PID 02-211-013H
N/F COMMERCIAL PIPING &
FABRICATING, INC.
/
10]]
I '
rn
c9
38+00 (g
0
ESC-D
C-0�
- U
O
w
O
O
LO
c
E
NO WETLAND OR
STREAM IMPACTS
GAS
INE
CITY OF
MONROE
UNKNOWN UTILITY
C-00-802
S
= 377+85.
INSTALL
24" BUTTERFLY VALVE
PP
STEEL PIPE
(UNKN
OW
STA = 379+95.1
INSTALL:
C-00-802
1 - 24" BUTTERFLY
VALVE
STA=376+52.1
INSTALL:
STA=
FO - MCII
377+68 7
000
NSTALL:
STA=376+58:
INSTALL:
STA=377+89.9
INSTALL:
STA=380+69.9
INSTALL:
-(GAS
LINE - CITY OF 'MONROE
EXISTING
GRADE
x
J
U
STA=381 +53.9
INSTALL.
1 - ARV-31
C-00-802
FINISH GRADE (20)
SPIRIT
0
c)
r
J
C 00`801 24" TRANSMISSION MAIN -
550
376+00
STATION .37.7+9.1..9
co
-JACK & BORE
ii-
z
0
0
C-00-80 201 LF 36" STEEL CASING
376+50 377+00
377+50
378+00
378+50
379+00
379+50
PROFILE
380+00
0 40 80
HORIZ
380+50 381+00
8
16
VERT
381+50
382+00
382+50
383+00
383+50
610
600
590
580
570
560
550
384+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
4 JACK AND BORE CROSSING 20' X 40' ENTRY PIT.
5 JACK AND BORE CROSSING 20'X 20' EXIT PIT.
20 RE GRADE AREA FOR ACCESSIBILITY AND TO PROMOTE
POSITIVE DRAINAGE.
8:1
Know what's below.
Call before you d g.
Dial BM
North Carolina All, loc.
WATER
UNION COUNTY, NC
762 PRESSURE ZONE
WAIER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
CHECKED:
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 376+00 TO
STATION 384+00
DRAWING NUMBER

COD
cn
w
UNKNOWN U J'
=-
U
2
PID 02-211-012B
N/F DEPARTMENT OF
TRANSPORTATION
NEW WATER MAIN
ENCROACHMENT
00
c9
N
�0
/
o
/ w
Cn tOIT
384
0
co
00
ESC-D
c-off
SILT FENCE
SING J ROW
STATION 387+20
INSTALL:
1 - 45° BEND 24"
N = 451916.53
E = 1576539.26
STATION 386+91
INSTALL:
1 - 45° BEND 24"
N = 451933.67
E = 1576516.72
24" TRANSMISSION
C-00-801 MAIN
STATION 385+76
INSTALL:
1 - 22.5° BEND 24"
N = 451923.06
E = 1576403.54
-
K_J4
PID 02-211-024G
N/F DEPARTMENT OF
TRANSPORTATION
PID 02-211-013H
N/F COMMERCIAL PIPING &
FABRICATING, INC.
0 /
0 /
J
STATION 388+44
C-00-802 INSTALL:
\__/ 1 - 24" BUTTERFLY VALVE
N = 451793.24
E = 1576555.90
580
600
590
580
570
560
550
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
, lir, 7--
JACK AND BORE
170 LF 36" STEEL CASING_C-00-802-
/UNDER US HWY 74� _
//
1/1z,/
/ I/
/ I
/
STATION 390+28 - -
INSTALL:
1 - 22.5° BEND 24"
N = 451611.13
E = 1576580.48
I
STATION 390+34 C-O�a
INSTALL
1 - 24" BUTTERFLY VALVE
N = 451605.84
E = 1576583.23
OP() FD-1171697C
--FCC
TILT FENCE
PID 02-211-012B
N/F DEPARTMENT OF _
TRANSPORTATION
NEW WATER MAIN
ENCROACHMENT -
_ ESC-D
SINGLE ROW
C-00 702
J
__ VNX
l0 -F-O FO
- 57p
( PID 02-211-012B
N/F DEPARTMENT OF
TRANSPORTATION
NO WETLAND OR
STREAM IMPACTS
GAS LINE - CITY
OF
MONROE.
UE
2"C TRAFFIC CONTROL
GAS
LINE - CI TY
OF
MONROE
C-00-802
STA=385+82.2
EXISTING
GRADE
INSTALL:
STA
= 388+43.9
INSTALL:
- 24-BUTTERFLY VALVE
STA=390+27.7
INSTALL:
STA=386+91.2
STA=385+75.7
INSTALL
INSTALL.
STA=387+19.5
[NSTALL.
STA = 390+33.6 C-00-802
INSTALL:
GAS LINE - CITY OF MONROE
.00
GAS LINE
II
CITY
OF
MONROE
24" TRANSMISSION MAIN
C 00,801
z
W
+<
coaro
03
w
li d
Z
0
Z
<
COm
540
384+00
0
Z_
U
U
w
r
z
w
-JACK & BORE
C-00-802 170 LF 36 STEEL.CASING
384+50
385+00 385+50
386+00
386+50
387+00
387+50
PROFILE
388+00
SCALE: HORIZ. 1" = 40', VERT. 1 "=8'
0 40 80
HORIZ
0
388+50
8
389+00
16
VERT
389+50
390+00 390+50
391+00
391+50
600
590
580
570
560
550
540
392+00
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
4 JACK AND BORE CROSSING 20' X 40' ENTRY PIT.
5 JACK AND BORE CROSSING 20'X 20' EXIT PIT.
811
Krnow what's below.
CaII before you dig.
Dial D11-
North Carolina A11, Inc_
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
~ AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: -
CHECKED:
APPROVED: B. WEST
FILENAME
C-02-649. D WG
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 384+00 TO
STATION 392+00
DRAWING NUMBER
C-02-649

NEW WATER MAIN
ENCROACHMENT
q 24" TRANSMISSION
C-0�801 MAIN
SEE NOTE 9 (TYI()
w
w
0 392
rn
co
= LOD — LOD1Q
0
— 5707
C-00-703
590
580
PID 02-211-012B
N/F DEPARTMENT
000, RANSPORTATIO
LOr1- �_� LOD
SILT FENCE-7,--
PID 02-211-012B
N/F DEPARTMENT OF
TRANSPORTATION
U r EXISTING rlrcc
t -" HYDRANT
565
SEE INSET 'A'
THIS SHEET
00
�
S FOREST HILLS SCHOOL ROAD SR-1754 ti i
1 - 24" x 12" TEE (BLOW -OFF) G
N = 451377.93 C 00 801
E = 1576697.03
PID 02-211-012B
N/F DEPARTMENT OF
TRANSPORTATION
PLAN
SCALE: 1" = 40'
0 40
C
PLAN
NORTH
80
r\
57
— 57!
to
STA=393+32.8
INSTALL:
1-16"x16"TEE
STA = 393+29.7
INSTALL:
16 UFTIT : FLY VALVE
C-00-802
U
0
EXISTING
GRADE
":__.StA=393+27.1
z
570 2
560
INSTALL:
1 - 24" x 16" REDUCER
C 00-01
oTA=392+88A
=24"'x1
2"- TEE
INSTALL:
BLOW -OFF)
A
24" TRANSMISSION
C-00801 MAIN
550
540
6"
STATION=393+44
CONNECTION TO EXISTING 16"
WATER MAIN
INSTALL:
2 - 16" SLEEVES
2-16"X16"TEE
1 - 16" BUTTERFLY VALVE W/ BOX
1 - 24" X 16" REDUCER
ALL PIPE AND APPURTENANCES
FOR COMPLETE CONNECTION.
530
392+00
392+50
393+00
393+50
PROFILE
394+00 394+50
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
8
EXISTING 16' DI WATER MAIN
EXISTING 16" GATE VALVE
STATION=393+44
CONNECTION TO EXISTING 16"
WATER MAIN
INSTALL:
2 - 16" SLEEVES
1-16"X16"TEE
2 - 16" BUTTERFLY VALVE W/ BOX C 00 802
1 - 24" X 16" REDUCER
ALL PIPE AND APPURTENANCES
FOR COMPLETE CONNECTION.
J
/
/
O
I/
PLAN
NORTH
INSET 'A'
SCALE: 1" = 10'
0 10
20
NO WETLAND OR
STREAM IMPACTS
590
580
570
560
550
540
530
395+00
16
VERT
jfilh
C-00-702
SILT NCE
0 J
■
% /SINGLOW
.1 FENCE
ESC-D m y
C-00-7021
DOUBLE ROW j
/
7
■
PID 02-208-002A
N/F THE MEADOWS
MHP, LLC
STATION 0+00 = 271+30
INSTALL:
1 - 24" x 8" TEE (RED)
N = 460870.61
E = 1575273.62
-C-0�801 8" WATER MAIN
JACK AND BORE
20" STEEL CA
C-00-802 UNDER AUSTIN GROVE
CHURCH ROAD SR-1751
�E.$C-D
C-00-702
[ESC-D'\
C-00-702
�1tT FENCE
SINGLE ROW
SILT FENCE
■ ■
■ ■
DOUBLE ROW
0 585
•
2,
O
J
PLAN
SCALE: 1" = 40'
0 40
PLAN
NORTH
80
610
600
590
580
N 0+62 C-0�
ALL:
- 8" TAPPING VALVE
N = 460811.63
E = 1575253.19
STATION 0+64
INSTALL:
1 - 8" x 8" TAPPING SLEEVE
N = 460810.16
E = 1575252.68
) SILT FENCE
ESC-D
C-00-702
\NGLE ROW
(8" TEV(ALVE NIS
FIR HYDR NT AN VALVE
STA 0+00=271 +29.5
INSTALL:
1.-.24" .x.8". TEE (RED
w PVC (PRIVATE)
ct
9.
z U
UD
D
< 0
— EXISTING
GRADE
STA 0+62 4 : (: H
610
600
INSTALL: : C-00-802
1 - 8" TAPPING VALE-"
STA=0+64 : :
INSTALL: 590
- 8" x $" TAPPINGSLEEVE
(9
z
C 00 801 8" WATER MAIN —
570
560
cV
ow
.. u:.w
zy_
z
1-
.w
m
CV
0
G
Q
(9
z
U
w
0_
" W. SERVICE)
0
z
.w
—JACK 8 BORE
C-00-802
40 LE 20' STEEL CAS1NG
550
-0+25 0+00
PROFILE
0+50
SCALE: HORIZ. 1" = 40', VERT. 1"=8'
0 40 80
HORIZ
0
1+00
8
580
570
560
550
1+25
16
VERT
l
GENERAL NOTES:
1. SEE DRAWING G-00-002 FOR ALL GENERAL NOTES AND
UTILITY CONTACT LIST.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS
AMENDED.
3. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF
ALL UNDERGROUND UTILITIES AND PROVIDE ADEQUATE
SUPPORT PRIOR TO CONSTRUCTION.
4. ALL REQUIRED LANE CLOSURES SHALL FOLLOW THE
UNIFORM TRAFFIC CONTROL MANUAL.
5. SEE DRAWINGS C-00-701 THROUGH C-00-703 FOR
EROSION CONTROL DETAILS.
6. CONTRACTOR SHALL INSTALL ANTI -SEEP COLLARS AT
BEGINNING AND END OF DISTURBANCE AND EVERY 50
FEET ALONG THE PROPOSED PIPELINE WHEN IT LIES
WITHIN WETLANDS.
7. SEE DRAWING C-02-201 FOR 762 PZ CIVIL SITE PLAN.
SEE PROCESS MECHANICAL DRAWINGS FOR 762 PZ
PUMP STATION PLAN AND SECTIONS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHOWN
ON THIS DRAWING MAY NOT ENCOMPASS ALL MEASURES
NEEDED FOR CERTAIN SITE CONDITIONS AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL REFER TO
DRAWING C-00-004 AND THE N.C. DHEC STORM WATER
MANAGEMENT BMP HANDBOOK, LATEST REVISION FOR
ADDITIONAL CONTROL MEASURES.
9. CONTRACTOR SHALL CLEAR AND GRUB EXISTING
WOODED AREAS WITHIN TEMPORARY AND PERMANENT
CONSTRUCTION EASEMENTS TO THE EXTENT
NECESSARY FOR UTILITY INSTALLATION.
10. CONTRACTOR TO PROVIDE LOCKING 12' WIDE GATE AT
LOCATIONS WHERE FENCES CROSS THE PERMANENT
EASEMENT. GATE SHALL MATCH HEIGHT AND MATERIAL
OF EXISTING FENCING.
11. TO THE GREATEST EXTENT PRACTICABLE, CONTRACTOR
TO PROVIDE DRIVABLE FINISHED GRADE ABOVE
PROPOSED WATER MAIN WITHIN EXISTING EASEMENT TO
ALLOW FUTURE ACCESS BY A STANDARD 4-WHEEL DRIVE
TRUCK. SEE EASEMENT CROSS SECTION DETAIL
P/C-00-803.
ENVIRONMENTAL ENGINEERING AND CONSULTING
309 East Morehead Street, Suite 160, Charlotte, NC 28202
[phone]
North Carolina Board of Examiners for Engineers and
Surveyors License No. F-0785
90% SUBMITTAL
0 KEYNOTES:
ONLY NOTES APPLICABLE TO THIS DRAWING ARE LISTED.
4 JACK AND BORE CROSSING 20' X 40' ENTRY PIT.
5 JACK AND BORE CROSSING 20'X 20' EXIT PIT.
12 CONTRACTOR SHALL REMOVE EXISTING FENCE WITHIN
EASEMENT, PROVIDE TEMPORARY FENCING DURING
CONSTRUCTION AND REPLACE EXISTING FENCE WITH LIKE
KIND AFTER UTILITY INSTALLATION. SEE NOTE 10.
811
Know what's below.
CaII before you dig.
Dial D11_
North Carolina A11, Inc.
UNIONCOUNTY
WAT E R
UNION COUNTY, NC
762 PRESSURE ZONE
WATER
TRANSMISSION MAIN
AND FINISHED WATER
PUMP STATION
REVISIONS
REV
DATE
DESCRIPTION
LINE IS 2 INCHES
AT FULL SIZE
DESIGNED: B. FRICK
DRAWN: J. RUSH
CHECKED: —
CHECKED:
APPROVED: B. WEST
FILENAME
BC PROJECT NUMBER
156094
CLIENT PROJECT NUMBER
CIVIL
PLAN AND PROFILE
STATION 392+00 TO
STATION 394+00
DRAWING NUMBER