20201051 Ver 1_CONSTRUCTION SET_ 07092020_20200814

UNION COUNTY PUBLIC WORKS
853W ZONE IMPROVEMENTS
PHASE I TRANSMISSION MAINS
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UNION COUNTY PUBLIC WORKS PROJECT NUMBER WT-061
B&V PROJECT NO. 186110
JULY 2020
FINAL DESIGN - NOT FOR CONSTRUCTION
Black & Veatch International Company
Business License No. F-0794
10925 David Taylor Drive, Suite 280
Charlotte, North Carolina 28262
37
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LEGEND ABBREVIATIONS GENERAL NOTES:
EIP (AS DESCRIBED) UTILITY POLE AC ACRES N NORTH 1. SOME SYMBOLS, MATERIALS AND ABBREVIATIONS MAY NOT BE UTILIZED ON THIS SPECIFIC PROJECT. 0
E CONCRETE MON. FOUND POWER POLE ALUM ALUMINUM NCDOT NORTH CAROLINA 2. LOCATION OF EXIST UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE RESPECTIVE UTILITY COMPANY TO OBTAIN A MORE C0
EXISTING STONE LIGHT POLE ARMH AIR RELEASE MANHOLE DEPARTMENT OF PRECISE LOCATION (BOTH IN PLAN AND PROFILE) OF ALL UTILITIES (GAS, TELEPHONE, WATER, ETC.). PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY O
TRANSPORTATION THE UTILITY OWNERS OF ANTICIPATED WORK NEAR THEIR LINES AND DEFINE THE REQUIREMENTS AND METHODS REQUIRED TO PROTECT, TEMPORARILY SUPPORT, ADJUST, OR
NPS (NO POINT SET) TR TRANSFORMER B-B BACK OF CURB No. NUMBER RELOCATE THE UTILITY AFFECTED BY THE PROPOSED NEW WORK. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES BY PROSPECTING A
[ RIGHT-OF-WAY MON. C--GUY WIRE TO BACK OF CURB NTS NOT TO SCALE MINIMUM OF 500 FEET AHEAD OF THE TRENCHING OPERATION. (IN GENERAL, SERVICE CONNECTIONS ARE NOT SHOWN ON THE DRAWINGS.) REPAIR OF ANY DAMAGE TO
BC BURIED CABLE EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ADDITIONAL FITTINGS, RESTRAINED JOINT PIPE, BLOCKING, ETC REQUIRED DUE TO CONTRACTOR'S
W WATER MANHOLE EM ELECTRIC METER BH BORE HOLE OC ON CENTER FAILURE TO LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION SHALL BE AT CONTRACTOR'S EXPENSE.
FIRE HYDRANT EB ELECTRIC BOX BM BENCH MARK OD OUTSIDE DIAMETER
BO BLOW -OFF 3. AERIAL SURVEY PROVIDED BY AVIOIMAGE MAPPING SERVICES, INC. FIELD SURVEY AND BASE MAPPING WERE PROVIDED BY CESI CIVIL - GEOTECHNICAL - SURVEYING.
e WATER VALVE HP HEAT PUMP BV BALL VALVE PB NEWSPAPER BOX HORIZONTAL CONTROL IS BASED UPON LOCALIZED NC GRID COORDINATES SYSTEM, NAD 83(2011). ELEVATIONS ARE BASED UPON NAVD 1988.
©M WATER METER TS TRAFFIC SIGNAL BOX BW BARBED WIRE PC POINT OF CURVATURE 0
PE PLAIN END o
4. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR WORK ZONE TRAFFIC SAFETY AND CONTROL. ALL WORK ZONE TRAFFIC CONTROL DEVICES AND OPERATIONS USED Ir
WV WATER VAULT SS SANITARY SEWER MANHOLE CATV CABLE TELEVISION PED PEDESTAL ON STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, UTILITY OR INCIDENT MANAGEMENT SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS IN THE LATEST EDITION OF 0
CB CATCH BASIN PERM PERMANENT
O❑ WATER WELL (1) CLEAN OUT THE NC MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAY (MUTCD). ALL TRAFFIC/SAFETY CONTROL DEVICES SHALL BE IN GOOD REPAIR AND SHALL
C&G CURB AND GUTTER PI POINT OF INTERSECTION o
ST STORM MANHOLE TV CABLE TV BOX CIP CAST IRON PIPE POC POINT ON CURVE BE POSITIONED AT ALL TIMES IN THE APPROPRIATE LOCATIONS FOR THE WORK OPERATION. THE CONTRACTOR SHALL CAREFULLY MONITOR SITE CONDITIONS SUCH AS LIGHT, z
WEATHER, TRAFFIC VOLUME, ETC. TO ENSURE THAT ALL TRAFFIC/SAFETY CONTROL MEASURES ARE OPERATING EFFECTIVELY. Q
EMBEDMENT OR PIPE POT POINT ON TANGENT cl)
® CATCH BASIN 8 UNIDENTIFIED PEDESTAL CLASS PP POWER POLE o
DROP INLET O+ UNIDENTIFIED OBJECT C/L CENTER LINE PT POINT OF TANGENCY 5. CONTRACTOR SHALL CONTACT PROPERTY OWNERS 48 HOURS PRIOR TO WORKING IN AN EASEMENT ON THAT PROPERTY. CONTRACTOR SHALL NOT ACCESS PROPERTY OUTSIDELD
® OF EASEMENT WITHOUT PRIOR WRITTEN PERMISSION FROM PROPERTY OWNER. A COPY OF THE WRITTEN PERMISSION FROM THE PROPERTY OWNER SHALL BE FORWARDED TO >
a FLARED END SECTION O SATELLITE DISH COP CORRUGATED METAL PIPE PVC POLYVINYL CHLORIDE THE ENGINEER AND UNION COUNTY FOR THEIR RECORDS. CONTRACTOR SHALL PROVIDE TO ENGINEER A WRITTEN STATEMENT FROM PROPERTY OWNER THAT PROPERTY Ir
CO CLEANOUT PVMT PAVEMENT TELEPHONE POLE @MONITORING WELL CONC CONCRETE OWNER IS SATISFIED WITH CONTRACTOR'S REPAIR OF AFFECTED AREA OUTSIDE OF EASEMENT.
El TELEPHONE PEDESTAL O POST CONSTR CONSTRUCTION R, RAD RADIUS 6. EASEMENT LINES, RIGHT-OF-WAY LINES, AND PROPERTY LINES ARE SHOWN IN THE DESIGN DRAWINGS AND ARE FOR REFERENCE ONLY.
CM CONCRETE MONUMENT R&C RING AND COVER
FO FIBER OPTIC BOX MB MAIL BOX CY CUBIC YARD REINF REINFORCED 7. MAIL BOXES, SIGNS, WATER METERS AND RETAINING WALLS SHALL BE REMOVED BY THE CONTRACTOR WHEN NECESSARY FOR PIPE INSTALLATION AND REPLACED WITHOUT
RCP REINFORCED DAMAGE. IF DAMAGED BY CONTRACTOR, CONTRACTOR SHALL REPLACE WITH NEW FACILITIES OR CONSTRUCTION AT NO ADDITIONAL COST TO OWNER.
HGM GAS METER ROAD SIGN DET DETAIL CONCRETE PIPE w
GAS VALVE TEMPORARY BENCHMARK DIA DIAMETER RD ROAD
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNER MARKERS. PROPERTY CORNER MARKERS DAMAGED BY CONSTRUCTION ACTIVITIES o
DIP DUCTILE IRON PIPE RR RAILROAD SHALL BE REESTABLISHED BY A PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA.
E GAS MARKER POST x 633.4 SPOT ELEVATION DOT DEPARTMENT OF RT RIGHT
BOUNDARY LINE (AS SURVEYED) TRANSPORTATION R/W RIGHT-OF-WAY 9. CONTRACTOR MAY CLEAR AND GRUB AREAS WITHIN PERMANENT EASEMENT AND TEMPORARY EASEMENT AS REQUIRED FOR CONSTRUCTION OF PIPELINE. CONTRACTOR SHALL
DR DRIVE READ REQUIRED LIMIT CLEARING WITHIN THE TEMPORARY CONSTRUCTION EASEMENT TO WHAT IS NECESSARY TO COMPLETE THE WORK.WHERE NOTED, TREES AND SHRUBS SHALL BE
BOUNDARY LINE (BY DEED OR PLAT) RWTM RAW WATER �•`��Q°•• °•""••.,�%''•,
E EAST TRANSMISSION MAIN PROTECTED AND SAVED. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREES, SHRUBS, AND PLANTS OUTSIDE THESE LIMITS. �.�°•.�Q,�, d,.�0
RIGHT-OF-WAY LINE
EF EACH FACE 10. CONTRACTOR SHALL INSTALL ALL PIPELINES, PAVING, WALKWAYS, AND CURB AND GUTTER ALONG EXISTING GRADE BETWEEN ELEVATIONS DEPICTED ON THE DRAWINGS. =v;N �a rn z; a
- - - EASEMENT LINE EIP EXIST IRON PIPE S SOUTH, SIGN �� N a Coo
EL, ELEV ELEVATION SB SEDIMENT BASIN �� :� � C-5 Q�
TIE LINE 11. THE CONTRACTORS OPERATIONS SHALL CONFORM TO OSHA, LOCAL, OR STATE REGULATIONS, WHICHEVER IS MORE STRINGENT, PERTAINING TO EXCAVATION AND TRENCHING.
ELECT ELECTRIC(AL) SF SQUARE FEET -',cp •••d'd •°���'�`�
- 650 - - MAJOR CONTOUR LINE EP EDGE OF PAVEMENT SHT SHEET 12. RESTRAINED JOINTS SHALL BE PROVIDED FOR BURIED PIPING AS INDICATED ON THE DRAWINGS. ���'?, °•°°•• ?:`'tee
- - - - - MINOR CONTOUR LINE ESMT EASEMENT SL SURVEY LINE
EW EACH WAY SPK SPIKE 13. RESTORATION OF STRUCTURES SUCH AS CURBS AND GUTTERS, CONCRETE AND ASPHALT DRIVES AND WALKWAYS, PAVING BRICKS, FENCING, RETAINING WALLS, ETC., CROSSED
C - - - - - - - - - - - - - - lDSTORM SEWER PIPE EXIST EXISTING SQ SQUARE BY THE PIPELINE ARE NOT ALL INDICATED ON PLANS. CONTRACTOR SHALL RESTORE ANY EXISTING STRUCTURES THAT ARE DISTURBED, DAMAGED, OR REMOVED BY C
C(( PIPE END NOT FOUND OR LOCATED EXP EXPANSION SR SECONDARY ROAD CONSTRUCTION.
z EXT EXTENSION (STATE MAINTAINED) CL
- - - -ss - - - -ss - - - -ss - - - -ss -SANITARY SEWER LINE SS SANITARY SEWER E
14. CONTRACTOR SHALL REPLACE IN THEIR ENTIRETY EXISTING PIPE CULVERTS THAT ARE REMOVED TO INSTALL THE NEW PIPELINE. CONTRACTOR TO PROVIDE AND INSTALL NEW =
FH FIRE HYDRANT ST STREET V
- - - -FM- - - -Fnn- - - -Fnn- - - -Fnn- SANITARY FORCE MAIN LINE PIPE CULVERTS OF THE SAME SIZE, MATERIAL AND CONSTRUCTION AT THE SAME LOCATION AND INVERT ELEVATION AS THOSE THAT WERE REMOVED, AND SHAPE THE DITCH TO u
FIN FINISHED STA STATION DRAIN WITH THE REPLACED CULVERT. CONTRACTOR SHALL PROVIDE ANY TEMPORARY CULVERTS THAT MAY BE REQUIRED FOR CONTRACTOR'S OPERATIONS. CONTRACTOR ~ - N N
- - - -W- - - -W- - - -W- - - -W- BURIED WATERLINE FL FLOW LINE STL STEEL SHALL COORDINATE REMOVAL AND REPLACEMENT OF ANY CULVERTS WITHIN PUBLIC RIGHT-OF-WAY WITH THE REGULATING AGENCY. W °' N
FLOOR ELEVATION SY SQUARE YARD 's -' C0
- -W/P - -W/P - -W/P - -W/P - -W/P - -W/P - BURIED WATERLINE (BY PLANS) > O LL q m
FM FLANGE 15. HORIZONTAL STATIONING ALONG THE PIPELINE ALIGNMENT IS FOR LEVEL LINE MEASUREMENT AND FOR PAYMENT OF THE PIPELINES. CONTRACTOR SHALL PROVIDE AND INSTALL cgs o > o
P P P P - OVERHEAD POWER LINE FM FORCE MAIN T TANGENT THE ACTUAL PIPE LENGTH TO BE DETERMINED BY THE SLOPE OR CURVE ON WHICH THE PIPE IS INSTALLED. C o `m
OVERHEAD TRAFFIC SIGNAL LINE FO FIBER OPTIC TBM TEMPORARY BENCH MARK N ` O
Ts Ts Ts FP FLOOD PLAIN TCP TERRA COTTA PIPE V � m
16. PIPELINE SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS WITH A MINIMUM PIPE COVER OF 4 FEET BELOW EXISTING GRADE OR 3 FEET BELOW ROCKY RIVER ROAD 0 z°
u u u u - OVERHEAD UTILITY LINE FW FLOOD WAY TEL TELEPHONE CENTERLINE WHICHEVER IS GREATER, UNLESS OTHERWISE NOTED. a - co a
- - - -P - - - -P - - - -P - - - -P BURIED POWER LINE TV TELEVISION
J @w
GALV GALVANIZED TYP TYPICAL m U .N o 0
17. AIR RELEASE MANHOLES (MH) SHALL BE LOCATED AT HIGH POINTS IN THE PIPELINES AS SHOWN IN PROFILE OR WHERE DIRECTED BY ENGINEER. }' � � M
- - - -T - - - -T - - - -T - - - -T • BURIED TELEPHONE LINE GRD GROUND
Nmmu
-Fo----Fo----Fo----Fo- BURIED FIBER OPTIC LINE GR GRADE US UNITED STATES 18. CONTRACTOR SHALL FIELD VERIFY PRECISE LOCATION, ELEVATION, AND ARRANGEMENT OF CONNECTIONS OF NEW PIPELINES WITH EXISTING PIPELINES BASED ON FIELD I i
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CONDITIONS, INCLUDING EXPOSING EXISTING PIPING PRIOR TO FABRICATING NEW PIPING. CONTRACTOR SHALL PROVIDE FITTINGS, ADAPTERS, SOLID SLEEVE CLOSURES, AND 06
- - - -TV - - - -TV - - - -TV - - - -TV - BURIED CABLE TV LINE HORIZ HORIZONTAL VC VITRIFIED CLAY HARNESSED MECHANICAL COUPLING; DEFLECT JOINTS; AND MODIFY EXISTING PIPING AS APPLICABLE AND AS REQUIRED TO MAKE CONNECTIONS, INCLUDING ADJUSTMENTS FOR _�e
HSE HOUSE VERT VERTICAL ANY OFFSETS IN CENTERLINE ELEVATIONS BETWEEN PIPELINES. CONTRACTOR SHALL PROVIDE TEMPORARY PLUG WITH FACTORY OUTLET SIZED AS REQUIRED FOR
- - - -o - - - -o - - - -o - - - -o - BURIED GAS LINE HIGHWAY HWY
CONTRACTOR'S TESTING WORK BEFORE MAKING CONNECTION, WHEN APPLICABLE. CONTRACTOR SHALL COORDINATE MAKING EACH CONNECTION WITH THE OWNER. -
- - - -u - - - -u - - - -u - - - -u - BURIED UTILITY LINE (UNIDENTIFIED) W WEST, WIDE m
INV INVERT W/ WITH 19. AT LOCATIONS WHERE THE PIPELINE CROSSES AN EXISTING FENCE, THE FENCE SHALL BE TEMPORARILY REMOVED DURING CONSTRUCTION. TEMPORARY FENCING SHALL BE
-x-x-x-x-x-x-x-x-x- FENCE LINE IP IRON PIPE WL WATERLINE PROVIDED AS REQUIRED TO SECURE LIVESTOCK OR OTHER ANIMALS THAT ARE CONTAINED BY THE FENCE. AT THE COMPLETION OF CONSTRUCTION, ALL TEMPORARY FENCING
--••-••-- WM WATER METER
EDGE OF STREAM SHALL BE REMOVED AND PERMANENT FENCING AND EXISTING GATES REPLACED WITH THE SAME FENCING AND GATES AS THE EXISTING.. �^
LA LINE AHEAD V WATER VALVE 0 LLu
W
- - • • - • • - EDGE OF POND LB LINE BACK, POUND WTP WATER TREATMENT PLANT 20. CONTRACTOR SHALL VERIFY EXISTING PIPE OUTSIDE DIAMETERS AND HAVE APPROPRIATELY SIZED SLEEVES AND ALL OTHER REQUIRED PIPE AND FITTINGS ON SITE PRIOR TO
LF LINEAR FEET
TREE LINE LN LANE YR YEAR CONNECTION TO EXISTING PIPELINES. � u) O
BRUSH LINE LP LIGHT POLE YI YARD INLET 21. STATION CALL OUTS ALONG PERMANENT EASEMENTS AND CONSTRUCTION EASEMENTS ARE ALONG THE CENTER LINE OF THE WATERLINE. O U) Z Q
- • - • - • - • - • - • - - APPROX. 1% ANNUAL CHANCE FLOODPLAIN LT LEFT
& AND 22. RESTRAINED JOINT PIPING IS REQUIRED IN THE LOCATIONS INDICATED ON THE DRAWINGS BASED UPON THE VALVE AND FITTING LOCATIONS SHOWN. OTHER PIPING MAY BE z CQC 0�
- • - • - • - • - • - • - APPROXIMATE FLOODWAY MAX MAXIMUM @ AT UNRESTRAINED. IF IT IS NECESSARY TO ADD FITTINGS DUE TO CONFLICTS WITH EXISTING FACILITIES, ADDITIONAL RESTRAINED JOINT PIPING SHALL BE ADDED ON EITHER SIDE OF Lij G LLI
- - • - - • - - • - - • - - • - EDGE OF WETLAND / IMPORTANT STREAM MB MAIL BOX C/L CENTERLINE THE ADDED FITTING OR CONCRETE THRUST BLOCKS SHALL BE PROVIDED AS REQUIRED BY THE ENGINEER. (, C z
MC MECHANICAL COUPLING 0 DIAMETER v c Z W
MH MANHOLE # NUMBEREXISTINGCEMENTPIPELINESARE W (7
EARTH OR GRADE WATTLES MIN MINIMUM % PERCENT 23 WORKING WITH ANASBESTD NEAR ASBESTOS MATERIALS.
THROUGHOUT THE PROJECT AREA. CONTRACTOR IS RESPONSIBLE FOR ALL HEALTH AND SAFETY PRECAUTIONS FOR M \ O Q
LL.I
MJ MECHANICAL JOINT 0 J Z
a a a a a a a a MON MONUMENT U)GRANULAR FILL OR GRAVEL STONE OUTLET 24. THE CONTRACTOR SHALL REVIEW AND UNDERSTAND THE EPA REGULATIONS REGARDING REGULATED AND NON -REGULATED ASBESTOS CONTAINING MATERIALS AND _ < Q
UNDERSTAND THE CONSTRUCTION PROCEDURES REQUIRED TO MAINTAIN THE NON -REGULATED STATUS OF BURIED ASBESTOS CEMENT PIPE. IN AREAS WHERE ABANDONED (1i
ASBESTOS CEMENT PIPE IS ENCOUNTERED BY CONSTRUCTION ACTIVITIES, THE PIPE SHALL REMAIN ABANDONED IN PLACE AS A NON -REGULATED MATERIAL. NO PAYMENT WILL C U) z z
EXISTING OR PRECAST CONCRETE m GEOTECHNICAL BORING SYMBOL BE MADE FOR ANY COSTS ASSOCIATED WITH THE ABATEMENT OF ASBESTOS CEMENT PIPE. r G
a Z LJJ
25. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED ON SPECIFIC SITE CONDITIONS. 7 w Q U
TEMPORARY EASEMENT CONSTRUCTION ENTRANCE z z Q
26. CONTRACTOR SHALL VIDEO THE ENTIRE WATER TRANSMISSION MAIN ROUTE IN ADVANCE OF COMMENCING CONSTRUCTION. A DIGITAL COPY OF THE ROUTE SHALL BE DELIVERED Z) O w
PERMANENT EASEMENT SECTION No. OR DETAIL LETTER TO UCPW FOR THEIR FILES AND REVIEW DURING CONSTRUCTION AND AFTER PROJECT COMPLETION. O N _ �
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DRAWING NUMBER ON WHICH 27. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PARKING FACILITIES, BUSINESSES, AND RESIDENCES AT ALL TIMES UNLESS OTHERWISE COORDINATED AND APPROVED BY THE W> co
AND DISPOSE SECTION OR DETAIL APPEARS PROPERTY OWNER AND/OR ENGINEER.
(OR WHERE SECTION OR z Q Q
ABANDONED DETAIL IS CUT) 28. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO CITY OF MONROE FACILITIES AS RESULT OF CONSTRUCTION ACTIVITIES. ANY DAMAGE TO SAID FACILITIES SHALL BE O c = 0
REPORTED IMMEDIATELY TO THE CITY OF MONROE WATER RESOURCES DEPARTMENT AT 704-282-4601. z
STONE SILT CHECK DAM z W
RIP -RAP 29. ANY TEST HOLES FOR AC MAINS SHALL BE BACKFILLED WITH EXCAVATABLE FLOWABLE FILL (LESS THAN 200 PSI COMPRESSIVE STRENGTH) FROM THE TRENCH FLOOR TO A W
HALF -RING INLET PROTECTION MINIMUM OF 2-FEET ABOVE THE TOP OF THE MAIN. TEST HOLES FOR OTHER UTILITIES SHALL BE BACKFILLED IN ACCORDANCE WITH SPECIFICATION 02202 - TRENCHING AND J
EROSION MATTING BACKFILLING.
30. IF ANY AC WATER MAIN IS EXPOSED AT A TRENCH CROSSING, SAID WATER MAIN SHALL BE REPLACED TO THE NEAREST JOINT OUTSIDE THE TRENCH WALLS WITH CLASS 350 DIP
WETLANDS AND CONNECTED BACK BY USE OF HYMAX COUPLING OR APPROVED EQUAL. DESIGNED: MILT, WPS
DETAILED: KTH
31. CONTRACTOR WILL NOT BE ALLOWED TO WASTE EXCESS SOIL ON THE WORK SITE. ALL DISTURBED AREAS ARE TO BE RETURNED TO PRE -CONSTRUCTION GRADES UNLESS
GATE VALVE OTHERWISE NOTED. CHECKED:
APPROVED:
GV 32. EXISTING VALVE OPERATIONS WILL BE PERFORMED BY UNION COUNTY PERSONNEL ONLY. CONTRACTOR SHALL COORDINATE WITH UNION COUNTY A MINIMUM OF 96 HOURS DATE: JULY 2020
C BLOW -OFF PRIOR TO ANY SERVICE INTERRUPTIONS OR VALVE OPERATIONS. 0 1/2 1
SILT FENCE
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
- CF CF - CONSTRUCTION FENCE IS NOT TO FULL SCALE
PROJECT NO.
- TPF TPF - TREE PROTECTION FENCE 186110
Al
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION 2 SHEET 40

TREE PROTECTION NOTES:
1. TREE/CONSTRUCTION PROTECTION FENCING SHALL BE PROVIDED ALONG ALL CLEARING/CONSTRUCTION
LIMITS OUTSIDE OF R/W WHERE SILT FENCE IS NOT SHOWN OR SPECIFIED.
2. TREE/CONSTRUCTION FENCING MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ACTIVITY,
INCLUDING THE CLEARING FOR EROSION CONTROL MEASURES. THE INSTALLATION OF TREE/CONSTRUCTION
FENCING SHALL BE THE FIRST CONSTRUCTION ACTIVITY THAT OCCURS IN THE FIELD.
3. TREE/CONSTRUCTION FENCING SHALL BE MAINTAINED ON SITE UNTIL ALL WORK IS COMPLETED.
EROSION CONTROL CONSTRUCTION SEQUENCE NOTES:
1. OBTAIN AND POST A COPY OF THE CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
2. INSTALL AND NOTIFY ENGINEER TO INSPECT TREE PROTECTION FENCING BEFORE ANY LAND DISTURBING
ACTIVITIES.
3. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AND TREE PROTECTION
FENCING AS INDICATED ON THE PLANS AND IN THE SPECIFICATIONS.
4. UPON COUNTY AND ENGINEER'S APPROVAL OF TREE/CONSTRUCTION FENCING, INSTALL TEMPORARY
EROSION CONTROL DEVICES AS INDICATED ON THE PLANS AND IN THE SPECIFICATIONS.
5. NOTIFY ENGINEER AND NCDEQ, LAND QUALITY SECTION (704-663-1699) FOR SITE INSPECTION PRIOR TO
COMMENCING MAIN CONSTRUCTION OPERATIONS.
6. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS. CLEAR ONLY AS
NECESSARY THROUGH WETLANDS FOR INSTALLATION OF UTILITY.
7. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF UTILITY IMPROVEMENTS.
INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND CLEAN OUT ALL DEVICES WHEN HALF FULL.
8. SEE SHEET D5 FOR SELF -MONITORING AND SELF -INSPECTION NOTES.
9. WHERE INSTALLATION OF UTILITY REQUIRES THE REMOVAL OF AN EROSION CONTROL DEVICE, REPLACE
DEVICE IMMEDIATELY UPON COMPLETION OR DAILY, WHICHEVER OCCURS FIRST.
10. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS INDICATED ON THE
PLANS, CALLED FOR IN THE SPECIFICATIONS OR AS NEEDED OR DIRECTED BY THE ENGINEER.
11. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE ACHIEVED WITHIN 14 WORKING DAYS
OR 90 CALENDARS DAYS, WHICHEVER IS SHORTER, FOLLOWING THE COMPLETION OF CONSTRUCTION.
12. PROVIDE TEMPORARY BANK STABILIZATION (TARPS) UPON CROSSING OF ANY STREAMS AND DISTURBANCE
TO ANY STREAM BANKS AT THE END OF EACH WORK DAY. UPON COMPLETION OF SEWER INSTALLATION AT
EACH STREAM CROSSING, PROVIDE REQUIRED PERMANENT BANK STABILIZATION OF EACH STREAM
CROSSING AND STREAM BANK DISTURBANCE ON THE SAME DAY THE SEWER INSTALLATION IS COMPLETE.
13. FOR WETLANDS, STABILIZE WITH APPROPRIATE WETLAND SEED MIX AS SPECIFIED IN THE USACE
NATIONWIDE 12 PERMIT OR IN THE SPECIFICATIONS.
14. AFTER SITE IS STABILIZED, REQUEST INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE
STABILIZATION, REMOVE TEMPORARY EROSION CONTROL DEVICES, INCLUDING TREE PROTECTION
FENCING, DRESS OUT AREA AND SEED AND MULCH.
EROSION CONTROL NOTES:
1. REFER TO DETAIL SHEET D6 FOR GROUND STABILIZATION REQUIREMENTS AND MATERIALS HANDLING
REQUIREMENTS.
2. INSTALL SILT FENCE OVER AND AROUND TOP OF EXISTING PIPE, INLETS, AND WATTLES AT
DISTURBED AREAS, AS SHOWN ON THE PLANS.
3. ALL DISTURBED AREAS SHALL BE GRADED TO MINIMIZE RUNOFF AND TO FOLLOW EXISTING
CONTOURS.
4. INSTALL SILT FENCE AROUND SPOIL PILES AND ALONG TRENCHES TO MINIMIZE SEDIMENT FROM
ENTERING EXISTING DITCHES, STORM DRAINS AND MARSH CREEK.
5. ALL DISTURBED AREAS ON THE BANKS AND APPROACHES TO DITCHES, STREAMS OR CREEK
CROSSINGS SHALL BE GRADED NOT TO EXCEED 2:1 RATIO AND STABILIZED WITH BANK
STABILIZATION. SURFACE WATER RUNOFF SHALL BE DIVERTED FROM DISTURBED AREAS.
6. ALL DISTURBED DITCHES AND SWALES SHALL HAVE TEMPORARY LINER PER SPECIFICATION, UNLESS
OTHERWISE NOTED ON THE CONSTRUCTION DRAWINGS.
7. PROVIDE EROSION CONTROL AROUND STOCK/WASTE PILES AND STAGING AREAS AS NEEDED OR AS
DIRECTED BY ENGINEER.
8. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH
PIPE INLET PROTECTION DEVICES, AS APPROPRIATE FOR SITE CONDITIONS.
9. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF
RIP -RAP AT END OF THE WORK DAY.
10. WHERE THE AREA AROUND AN OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS
"1" RIP -RAP SHALL BE PLACED AROUND PIPE OUTLET AS NEEDED OR AS DIRECTED BY THE ENGINEER.
11. ALL DISTURBED AREAS RELATED TO PIPE INSTALLATION SHALL BE FERTILIZED, LIMED, SEEDED AND
MULCHED WITHIN 14 DAYS OF COMPLETION OF ANY LAND DISTURBING ACTIVITY.
12. CONSTRUCTION TIME THROUGH WETLANDS SHALL BE MINIMIZED. CONTRACTOR SHALL BEGIN
CONSTRUCTION IN WETLANDS ONLY WHEN DRY PERIODS OF WEATHER IS FORECASTED.
13. FOR DISTURBED SLOPES OF 3:1 AND GREATER, THE DISTURBED AREA SHALL BE STABILIZED WITHIN 7
DAYS. ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS.
14. TEMPORARY STREAM CROSSING SHALL BE MADE BY TEMPORARY PIPE CROSSING.
15. EXCESS MATERIAL FROM EXCAVATION ACTIVITIES SHALL BE HAULED OFF SITE AND SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY DISPOSE OF.
16. CONTRACTOR TO PROVIDE CONCRETE WASHOUTS AT EACH CONSTRUCTION ENTRANCE, AT A
MINIMUM OF 50 LF FROM ANY SURFACE WATERS OR STORM DRAINAGE INLETS.
I
WETLAND SEED MIX NOTES:
SEEDING
1. ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER -DRAWN SEED DRILL, COMBINATION
CORRUGATED ROLLER -SEEDER, APPROVED HAND OPERATED MECHANICAL SEEDER, OR OTHER APPROVED
METHODS TO PROVIDE EVEN DISTRIBUTION OF SEED.
2. DO NOT SEED WHEN GROUND IS EXCESSIVELY WET OR EXCESSIVELY DRY. AFTER SEEDING, ROLL AREA
WITH A ROLLER, NOT LESS THAN 18 INCHES IN DIAMETER AND WEIGHING NOT MORE THAN 210 POUNDS PER
FOOT OF WIDTH. UPON COMPLETION OF ROLLING, WATER AREA WITH A FINE SPRAY.
3. IMMEDIATELY FOLLOWING SEEDING APPLY MULCH OR MATTING. DO NOT SEED AREAS IN EXCESS OF THAT
WHICH CAN BE MULCHED ON SAME DAY.
4. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. SATURATE TO 4
INCHES OF SOIL DEPTH.
MULCHING
1. APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRASS, BUT NO LESS THAN THE FOLLOWING:
I. SLOPES FROM O TO 20 PERCENT BY SPREADING A LIGHT COVER OF MULCH OVER SEEDED AREA AT
THE RATE OF NOT LESS THAN 2 TONS PER ACRE.
II. SLOPES GREATER THAN 20 PERCENT MULCH WITH MATTING. PIN MATTING TO THE GROUND WITH
WIRE STAPLES AT FOOT INTERVALS, IMMEDIATELY AFTER SEEDING.
III. USE TACK TO PREVENT DISRUPTION OF MULCH.
2. FOR TACK USE AN ASPHALT TIE -DOWN OF EMULSIFIED ASPHALT GRADE AE-3 OR CUT -BACK ASPHALT GRADE
RC-2 OR OTHER APPROVED EQUAL. THE APPLICATION RATE SHALL BE 0.10 GAL/SY (11 GAL / 1000 SQ. FT.). AN
APPROVED JUTE MESH OR NET MAY BE USED IN LIEU OF TACKING STRAW MULCH.
3. OTHER TYPES OF MULCH AND ANCHORING METHODS MAY BE USED UPON APPROVAL BY THE ENGINEER.
CONSTRUCTION SEQUENCE:
1. CONTRACTOR TO SUBMIT THE CONSTRUCTION SEQUENCE PLAN FOR APPROVAL PRIOR TO BEGINNING
CONSTRUCTION.
2. ESTABLISH EROSION CONTROL MEASURES AS SHOWN. ONLY CLEAR AS NEEDED FOR INSTALLATION OF
EROSION AND SEDIMENT CONTROL DEVICES OR MEASURES.
3. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER/OWNER ON THE SEQUENCE FOR TRENCHLESS ROAD
CROSSINGS PRIOR TO PERFORMING ANY WORK. THE ENGINEER/OWNER CAN ELECT THAT THE TRENCHLESS
ROAD CROSSING AT JAMES HAMILTON ROAD ON SHEET C18 BE COMPLETED FIRST.
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
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CHECKED:
APPROVED:
DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
A2
SHEET
3 OF 40

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INV.: 34.91,
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1 \ END 8" DI
/ SEE NOTE 1 x634.2
UNION COUNTY
PARCEL NO, 09345031A
' 114 DB, 3208, PG. 676
CAB. H, FILE 549
STA 10+60.,
IN 457661.2E
E1517411.1
45° HORIZ E
I i CCITY OF MONRC
n, UTILMES EASE
{ MORNINGSTART
' TO MONROE MN
1 M3164, 1 M 1993
STRUCTURE NO. 173.5 1
(SEE NOTE 2 & 7) 1
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635
630
625
620
615
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PLAN
ill =40'
EXIST ROCKY RIVER
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/ PART OF LOT 6
DAVID L. CUNNINGHAM et ol,
PARCEL NO. 09345040
DB. 4489, PG. F6'�`'�
CAB. B, FILE 17A
INV.: 63
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INV.: 634.88'
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NOTES:
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1. REMOVE EXISTING RJ 36" PLUG AND CORP STOP AND CONNECT TO EXISTING 36" DIP. CONTRACTOR TO FIELD LOCATE DEPTH AND LOCATION.
CONNECTION SHALL BE RESTRAINED.
2. ALL MATERIALS INSTALLED IN THE DUKE ENERGY ROW SHALL WITHSTAND 80,000 LB LOAD BEARING. CONTRACTOR SHALL NOT USE DUKE ENERGY ROW
AS A LAYDOWN OR FILL AREA. CONTRACTOR SHALL FOLLOW ALL OSHA REGULATIONS REGARDING WORK WITHIN THE DUKE ENERGY ROW INCLUDING
REQUIRED CLEARANCE FROM 115KV TRANSMISSION LINES.
3. CONTRACTOR SHALL PROTECT EXISTING FIRE HYDRANT AND ANY DAMAGE TO THE HYDRANT SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS
EXPENSE.
4. REFER TO NOTE 2 ON SHEET Al FOR UTILITY CONFLICTS INCLUDING BUT NOT LIMITED TO UTILITY POLES, WIRES, AND ANCHORS.
5. CONTRACTOR SHALL FIELD VERIFY THE ELEVATION OF THE EXISTING 36" DIP WATER MAIN AND MAKE ADJUSTMENTS PRIOR TO PERFORMING ANY WORK.
6. CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SEDIMENT FENCE PARALLEL TO CREEK OR DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF
INTO THE CREEK OR DRAINAGE SWALE WHEN CONSTRUCTING THE WATERLINE.
7. MATERIAL OR EQUIPMENT STOCKPILE WITHIN THE DUKE POWER COMPANY EASEMENT IS PROHIBITED. NO EQUIPMENT OPERATION IS PERMITTED WITHIN
A 25' RADIUS OF DUKE ENERGY TRANSMISSION LINE POLES OR GUY ANCHORS.
645
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PROFILE
4' 0 4' 8'
VERTICAL SCALE 1 "=4'
/
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17+50 18+00
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CHECKED:
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DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
C1
SHEET
5 OF 40

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LU I 1
1 AMY G. GAMBLE & spouse,
JOSEPH PAUL GAMBLE, III
PARCEL NO, 09345055
DB. 5961, PG. 533
PC. C, FILE 88
LOT 2
AMY G. GAMBLE & spouse,
JOSEPH PAUL GAMBLE, III
PARCEL NO. 09345056
DB. 5961, PG. 533
PC. C, FILE 88
LOT 3&7
WILLIAM BRIAN GREEN
PARCEL NO. 09345057
DB. 5961, PG. 531
PC. C, FILE 88
LOTS 4, 5 & 6
WILLIAM BRIAN GREEN
PARCEL NO. 09345058
DB. 721, PG. 193
PC. C, FILE 88
— REMOVE AND REPLACE
EXISTING WATER SERVICE
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ROBERT C. MOORE &
wife, JEANE T. MOORE
PARCEL NO. 09345030)
DB. 3108, PG. 581
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CONTRACTOR SHALL REMOVE ALL TREES AND BUSHES WITHIN THE PERMANENT EASEMENT AREA
EXCEPT IN DELINEATED WETLAND AREAS.
CONTRACTOR SHALL TAKE ALL NECESSARY MEANS TO ASSURE ALL EXISTING UTILITIES ARE
STABILIZED PRIOR TO CROSSING.
CONTRACTOR SHALL PROTECT EXISTING FIRE HYDRANT AND ANY DAMAGE TO THE HYDRANT SHALL BE
REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE.
REFER TO NOTE 2 ON SHEET Al FOR UTILITY CONFLICTS INCLUDING BUT NOT LIMITED TO UTILITY
POLES, WIRES, AND ANCHORS.
CONTRACTOR WILL REPLANT TREES OF LIKE -KIND THAT MAY BE REMOVED AS PART OF THE WORK.
TREES WILL BE "STARTER TREES" IN SIZE RANGING IN HEIGHT OF 6FT-8FT. CALIPER MEASUREMENT OF
TREE AT BASE SHALL NOT EXCEED 3-INCH DIAMETER. CONTRACTOR SHALL COORDINATE WITH
OWNER/ENGINEER AS TO DESIRED LOCATION OF SAID TREES ON PARCEL.
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HORIZONTAL SCALE 1 "=40'
PROFILE
25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50
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APPROVED:
DATE: JULY 2020
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IF THIS BAR DOES NOT
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IS NOT TO FULL SCALE
PROJECT NO.
186110
C2
SHEET
6 OF 40
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I \ \ WETLANDS \ \ a
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��� \ \\ I TEMPORARY CONSTRUCTION \ \\ I 1 IE 1518103.04
. 1 �s \\ \ \�\\\\� . \ \ \•! EASEMENT \\ \\ ' \ 90 \HORIZ BEND
DONNA T. WILLIAMS & �s \ rn
I husband, MICHAEL G. WILLIAMS \ \ \ \ j
DONNA T. WILLIAMS & , \�\ \\ • W LAUNCH PITS \ \ \ \ \ \ \ \ tO \ 1 \ \ _ G
PARCEL NO. 09372007A \ �5
\ DB. 492, PG. 96 husband, MICHAEL G. WILLIAMS `I A,\ \\\ /6- I ��\\ 12'X3O' \ \ \ \ \ \ \ STA 36+49.82 \1 I I \ \ \ 1s 1\ - \ 1 s
PARCEL N0. 09372006 l \ \ \\ .�. B4 •q \ �. \ \ \ \ \ \\ \ \ N 460050.58 1 I \\ \ \ �s \ \ "o
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x � \ \\ \ B TABI�IZ,6\ \ \ \ \
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T - - 1 \ \ \ - \ SEE NOTE 3 \ \ \ \ \ U
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\ 1 1 I \ D2 \ _ � I I O �
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UTILITIES EASEMENT \ �- - . U SEE NOTE
oa. 471s, PG. 79 I \\ \ ; 1 1 x 134+pp \ U S O 3 \ emu\ \ \ \ \ \\ \ SEE NOTE 5 \ �� O A SILI�ENCE \ \ - \ \ I _ J x
I 35+00 �� \RECEIVING PIT y/ \ \ ' P 3 D AIYu \ \ \ \\ U
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ROBIN MOORE KIRKLEY &
\ 1 v
\ 2
JAMES KIRKLEY, JR,
JEANE TYSON MOORE
\ CONSTRUCTION \ \'I\
PARCEL NO, 09345029E
ROBERT CLARENCE MOORE, JR.
\ 1
\ D3 ENTRANCE (TYP) \ \ \ I
DB, 622, PG. 400
PARCEL NO, 09345029
1
I
DB. 602, PG. 368
SEE NOTE 2
��,■,wmia`mso yes'+s io N,
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•.
PC. D, FILE 337 I \ \ \ \ i SEE NOTE 6 -J
I STA 33+94.19 1
36" DIP N 459866.09 1 \ STA 35+04.88
TRANSMISSION MAIN E 1518171.65 Se N 459973.13
PERMANENT 11.250 VERT BEND E 1518199.92
I EASEMENT (TYP) STA 34+32.39 45° HORIZ BEND
I I N 459902.91
QE 1518181.93
9 11.25° VERT BEND
JEANE TYSON MOORE & husband,
ROBERT CLARENCE MOORE, JR.
PARCEL NO. 09345028
I I DB. 192, PG. 604
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620 605
615 600
610 595
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WIRES, AND ANCHORS.
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APPROXIMATE LOCATION OF GATE. CONTRACTOR SHALL REMOVE, STOCKPILE, AND REPLACE. ANY DAMAGE
♦\
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TO THE GATE WILL BE REPAIRED OR REPLACED TO MATCH EXISTING AT THE CONTRACTORS EXPENSE.
\ E 1518182.05
` 3.
CONTRACTOR SHALL PROTECT EXISTING FIRE HYDRANT AND ANY DAMAGE TO THE HYDRANT SHALL BE
REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE.
1
4.
CONTRACTOR WILL REPLANT TREES OF LIKE -KIND THAT MAY BE REMOVED AS PART OF THE WORK. TREES
WILL BE "STARTER TREES" IN SIZE RANGING IN HEIGHT OF 6FT-8FT. CALIPER MEASUREMENT OF TREE AT
1
COMMON AREA I
BASE SHALL NOT EXCEED 3-INCH DIAMETER. CONTRACTOR SHALL COORDINATE WITH OWNER/ENGINEER AS
'
\ I
LONGBROOKE HOMEOWNERS
TO DESIRED LOCATION OF SAID TREES ON PARCEL.
\
ASSOCIATION, INC. I
PARCEL NO. 09345027A
5.
CONTRACTOR SHALL PROTECT TELEPHONE PEDESTAL AND ANY DAMAGE SHALL BE IMMEDIATELY
I
DB. 1831, PG. 832
I
`
REPAIRED/REPLACED AT THE CONTRACTORS EXPENSE.
PC, F, FILE 448
6.
CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SEDIMENT FENCE PARALLEL TO CREEK OR
DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF INTO THE CREEK OR DRAINAGE SWALE WHEN
CONSTRUCTING THE WATERLINE.
EXIST GRADE Q
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DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
C3
SHEET
7 OF 40

1
\
\ I 1 \
-645
\ ELTON A. HUBBARD & - \
\ \ MARGARET JEAN HUBBARD LIVING TRUST - - \
\ PARCEL NO. 09372005K - - - - \ c
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sso.s wife, JESSICA S. SHANKLE 6a2.sx
/ PARCEL N0. 09372005H
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\ _ _ / / / PARCEL N0. 09372005J / / DB. 4007, PG. 675 I
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JANET MARIE H.�WIESE 650 / WA -E' 1L ' F
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1. REFER TO NOTE 2 ON SHEET Al FOR UTILITY CONFLICTS INCLUDING BUT NOT
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0 1/2 1
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IS NOT TO FULL SCALE
PROJECT NO.
186110
C4
SHEET
8 OF 40

7
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1. REFER TO NOTE 2 ON SHEET Al FOR UTILITY CONFLICTS INCLUDING BUT NOT LIMITED TO UTILITY POLES, WIRES, AND ANCHORS.
2. CONTRACTOR SHALL PROTECT EXISTING FIRE HYDRANT AND ANY DAMAGE TO THE HYDRANT SHALL BE REPAIRED OR REPLACED AT THE
CONTRACTORS EXPENSE.
3. CONTRACTOR SHALL REMOVE AND REPLACE 30 LINEAR FEET OF EXISTING 8" PVC WITH PROTECTO 401 LINED CLASS 350 DIP AT A CONSTANT
SLOPE. CONNECT NEW SEWER TO EXISTING SEWER HYMAX COUPLING OR APPROVED EQUAL.
4. CONTRACTOR WILL REPLANT TREES OF LIKE -KIND THAT MAY BE REMOVED AS PART OF THE WORK. TREES WILL BE "STARTER TREES" IN SIZE
RANGING IN HEIGHT OF 6FT-8FT. CALIPER MEASUREMENT OF TREE AT BASE SHALL NOT EXCEED 3-INCH DIAMETER. CONTRACTOR SHALL
COORDINATE WITH OWNER/ENGINEER AS TO DESIRED LOCATION OF SAID TREES ON PARCEL.
5. CONTRACTOR SHALL PROTECT TELEPHONE PEDESTAL AND ANY DAMAGE SHALL BE REPAIRED/REPLACED AT THE CONTRACTORS EXPENSE
IMMEDIATELY.
6. REMOVE AND REPLACE 25 FT STRIP OF PARKING AREA ADJACENT TO CONSTRUCTION AND RE -STRIPE TO MATCH EXISTING.
7. CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SEDIMENT FENCE PARALLEL TO CREEK OR DRAINAGE SWALE TO PREVENT
SEDIMENT RUNOFF INTO THE CREEK OR DRAINAGE SWALE WHEN CONSTRUCTING THE WATERLINE.
8. EXISTING WATERLINE SHOWN IS BASED OFF GIS AND IS APPROXIMATE. CONTRACTOR SHALL FIELD LOCATE UTILITY AND COORDINATE WITH
OWNER/ENGINEER PRIOR TO PERFORMING ANY WORK.
9. EXISTING GAS LINE IS SHOWN BASED ON SITE VISIT INFORMATION AND IS APPROXIMATE. CONTRACTOR SHALL CONFIRM LOCATION, DEPTH,
AND SIZE PRIOR TO PERFORMING ANY WORK IN THE AREA.
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IS NOT TO FULL SCALE
PROJECT NO.
186110
C6
SHEET
10 OF 40

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REDEVELOPMENT OF PARCEL 23 INCLUDED REGRADING ALONG THE PIPELINE CORRIDOR. THE REVISED GRADE IS NOT SHOWN ON THE PROFILE. IN ALL AREAS,
THE NEW TRANSMISSION MAIN SHALL BE INSTALLED 4' MIN BELOW EXISTING GRADE AND 3' MIN BELOW THE EXISTING ROCKY RIVER ROAD C/L.
WATER SERVICE SHALL NOT BE INTERRUPTED AND CONTRACTOR SHALL PROVIDE TEMPORARY WATER SERVICE DURING RELOCATION AND REPLACEMENT OF
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PERFORM NIGHT OR WEEKEND WORK AS NECESSARY TO MAINTAIN WATER SERVICE DURING HOURS OF OPERATION. CONTRACTOR SHALL COORDINATE WITH
OWNER/ENGINEER PRIOR TO PERFORMING NIGHT/WEEKEND WORK.
CONTRACTOR SHALL REPLACE SIDEWALK, ADA RAMPS, AND CURB AND GUTTER TO THE NEXT JOINT TO MATCH EXISTING.
CONTRACTOR SHALL REPLACE EXISTING 8" DIP WITH 8" PC 350 DIP AS NEEDED TO CONSTRUCT TRANSMISSION MAIN. SEWER SERVICE SHALL NOT BE
INTERRUPTED AND CONTRACTOR SHALL PROVIDE BYPASS PUMPING. ANY COST ASSOCIATED WITH THIS SHALL BE INCIDENTAL TO THE WORK.
660
UNION ELECTRIC
MEMBERSHIP CORPORATION
/ PARCEL NO. 09342114R
DB. 7217, PG. 295
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0 1/2 1
IF THIS BAR DOES NOT
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PROJECT NO.
186110
CV
SHEET
12 OF 40

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\ INV IN(N): 643.37' \ / .I 1 I I / HYDRANT ASSEMBLY; CLOSE // / / /� +� \ EASEMENT ON PARCEL NO.30
x INV. OUT: 643,31' / I I / " / ^/} VALVE; REMOVE VALVE BOX / �' / ,� + \� )59.4
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NOTES: ❑ / \ G 1 �6 \\ \ \ i \\ I PARCEL NO. 29 (SEE NOTE 6)
1. REFER TO NOTE 2 ON SHEET Al FOR UTILITY CONFLICTS INCLUDING BUT NOT LIMITED TO UTILITY POLES, WIRES, AND ANCHORS. -x / x _
2. CONTRACTOR SHALL PROTECT EXISTING FIRE HYDRANT AND ANY DAMAGE TO THE HYDRANT SHALL BE REPAIRED OR REPLACED AT THE \ I \ \
CONTRACTORS EXPENSE. FOLLOWING ABANDONMENT OF EXISTING WATER MAIN CONTRACTOR SHALL REMOVE FIRE HYDRANT AS NOTED. 1 \
3. CONTRACTOR SHALL REMOVE AND REPLACE 20 LINEAR FEET OF EXISTING 8" PVC WITH 20 FT OF PROTECTO 401 LINED CLASS 350 DIP AT A
CONSTANT SLOPE. CONNECT NEW SEWER TO EXISTING SEWER WITH A HYMAX COUPLING OR APPROVED EQUAL.
4. CONTRACTOR SHALL PROVIDE ORANGE CONSTRUCTION FENCE AROUND SIGN.
5. CONTRACTOR SHALL REPLACE ANY TREES TO BE REMOVED AS PART OF CONSTRUCTION ACTIVITIES ON PARCEL NO. 29 WITH A CREPE MYRTLES.
CONTRACTOR SHALL COORDINATE LOCATION OF CREPE MYRTLES WITH PROPERTY OWNER.
6. CONTRACTOR SHALL PROVIDE TEMPORARY 6' CHAIN LINK FENCE AND GATES TO SECURE PARCEL NO. 29 AND 30 UNTIL EXISTING FENCE IS
REINSTALLED/REPLACED. TEMPORARY FENCE SHALL BE INSTALLED ALONG WESTERN EDGE OF TEMPORARY CONSTRUCTION EASEMENT
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DESIGNED: MLT, WPS
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CHECKED:
APPROVED:
DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
C9
SHEET
13 OF 40

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NOTES: \ \ \� SEE NOTE 1 \ \ \
1. REFER TO NOTE 2 ON SHEET Al FOR UTILITY CONFLICTS INCLUDING BUT NOT LIMITED TO UTILITY POLES, WIRES, AND ANCHORS.
2. EXISTING SIGN SHALL BE REMOVED, STOCKPILED, AND REINSTALLED AT A LOCATION AS DIRECTED BY THE ENGINEER/OWNER. \
3. CONTRACTOR WILL REPLANT TREES OF LIKE -KIND THAT MAY BE REMOVED AS PART OF THE WORK. TREES WILL BE "STARTER /
TREES" IN SIZE RANGING IN HEIGHT OF 6FT-8FT. CALIPER MEASUREMENT OF TREE AT BASE SHALL NOT EXCEED 3-INCH \
DIAMETER. CONTRACTOR SHALL COORDINATE WITH OWNER/ENGINEER AS TO DESIRED LOCATION OF SAID TREES ON PARCEL. \
4. CONTRACTOR SHALL PROTECT TELEPHONE PEDESTAL AND ANY DAMAGE SHALL BE REPAIRED/REPLACED AT THE
CONTRACTORS EXPENSE IMMEDIATELY.
5. CONTRACTOR SHALL PROVIDE TEMPORARY 6' CHAIN LINK FENCE AND GATES TO SECURE PARCEL NO. 29 AND 30 UNTIL EXISTING
FENCE IS REINSTALLED/REPLACED. TEMPORARY FENCE SHALL BE INSTALLED ALONG WESTERN EDGE OF TEMPORARY
CONSTRUCTION EASEMENT.
6. CONTRACTOR SHALL PROTECT SIGN
REPAIRED/REPLACED AT THE CON
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DURING CONSTRUCTION AND ANY
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IF THIS BAR DOES NOT
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IS NOT TO FULL SCALE
PROJECT NO.
186110
C10
SHEET
14 OF 40

` ` CRIJ I
\ PARKING LIMITS PER GIS 10' MIN SEPARATION FROM s 8" PVC SEWER
EXISTING SEWER (TYP) AF�s• o� JR
N. SEWER MANHOLE
\ 34 0 F� sy �° ` : 633.76' \ \ 1 1 1 1 1 1 s \ \ \
` Fyti'T \ . IN(SW): 621,06' \ v 1 \ \ \
\ TEMPORARY CONSTRUCTION_ cs��F°F . IN(S): 622.21' \\\ 11 11 11 11 \ \ ABANDON EXISTING \ s
\ BOGGS MATERIALS, INC. EASEMENT (TYP) 9��tir . W(N): 624.36' y \ \ \ \ \ ,rb
A ` PARCEL N0, 09342114 0 - . OUT(NE): 621.04' '� s \ 1 1 I 1\\ \\ 16" WATER MAIN \
\ DB. 4884, PG. 454 / B16 �� \ SAN. EWER MANHOLE I
LOT 1-B 100 YEAR ` / RN 46�55 \ / \ RIM: 633,79' ` \ \ \ \\ \\ TEMPORARY CONSTRUCTION
E-MICHAEL PROPERTIES, LLC STA 112+69.84 / E y9659 44 i ` �\EASEMENT (TYP)PARCEL N0. 09342114D _ �� /DB, 3702, PG. 321 wsFLOOD N 467400.59 \\\\\CAB. G, FILE 544 \ E 1519616.79 / \ STA 114+34.10 \ �Iy0/N 467550.01�\SAN. SEWER MANHOLE45 HORIZ BEND E 1519659.24 ��\\� _ _ ss' \ RIM: 633.74' lWpTE L E _ .F
SEE NOTE 6 \ \ l \N 46,7Z90.49 / / 90° HORIZ BE \�
' _ - -ss \ I INV. OUT: 620.24' 1 / I I N TY D2
\ \ \ \ / ,� \o , ss / \ � \ 1 STA 117+55.28 (/ \ \
It 1519645 83 \ SAN, SEWER MANHOLE / �\ \� ( \ \ 1 �o I I /
` \ RIM: 634.79' 3 �\ - \ - \ I \ \ to I L _ _ _ �-
RECEIVING PIT \� - �' \ 1 \ N 467780.26 \ s / 1 \ J
a \ E 1519766.46
\ 'INV. W: 627,64' �\� '�\ \L�_ EXIST 12" IF
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G STONE OUTLET \ \ INV, 0' 527,64' 10'x10' \\� , / \ 9' x s.3' cMP N \ 1 J 45° V M 9- \ - _ _ _ _ _ - -
\ `_ \ \ 1 - - c = - WATER =�
\\ D PAV MENT REPAIR \ D1 (TYP) \ - - _ _ 36" DIP REMOVE EXISTING FIRE \ INV.: 624.32' N \ LnD --
O \ \ �$S' � WATER LEVEL \ \ L _ c G
D2 \ \ \ TRANSMISSION MAIN �HYDRANT ASSEMBLY; `�tl ELEV.: 625
U \ A SILT FENCE \ \ _ _ _ _ ,,� CLOSE VALVE; REMOVE �1 , _
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/ -g45 i - _ WV_c 6 1.3'� _ _ _ - \� _� 6ao E- o _ \ I� ® EASEMENT (TYP) 1 1 •�\ (TYP) \ D1 \� -GRAVEL DRIVEWA`�
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N: 467.175.27 \� EXIST 8" PVC SEWER CE 1519729.97 \ \ \ . \ _ �\ \ \ �, N 46771$.09 \ \\ \ \ - - \ I
I6Sa_ E: 1,519,680,13' \ \ PARCEL NO, 09342112C \ _ \ \ \ \ \` �\ \ \ \ H - _ - - _ _
\ \ STA 117+86.92 _
�ELEV.: 648.04' (NAND 88), \ DB. 2016, PG. 517 90 HORIZ BEND - _ 1 \ \ \ \ B \ / \ � \\ I E 51975�.�3\ \ \
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NOTES: 1 \ `TEMPORARY CONSTRUCTION - - \ / \ \ D1 STABILIZATION ' \ \ \\ 1 IE 1519769.96 36 , _ \
�- - _-- •_-._ ._.._. _ \ > \ \ \ \ \ \� CREEK CROSSING D3 \ - _
1. REFER TO NOTE 2 ON SHEET Al FOR UTILITY CONFLICTS INCLUDING BUT NOT LIMITED TO UTILITY POLES, WIRES, AND ANCHORS. \ - ENTRANCE (TYP) _ \ \ \ \ \ \ \ \ \ \ \ �_ , , \ \ d I \ 1 45° VERT BE_ ND - - - MARK B, TCHERKEZIAN \ \ \
\ - z _ \ \ \ \ REMOVE AND REPLACE \ \ \ I \ 1 I �,-.� PARCEL N0. 09342112E I-
- \
2. CONTRACTOR SHALL PROTECT EXISTING FIRE HYDRANT AND ANY DAMAGE TO THE HYDRANT SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS \ NI % I\ \ \ \ \ \ \ v\ DELINEATED \ \ / \ \
EXPENSE. - - - t6 544. - - - - \ \ \ \ \ \. \ \ \ \\ \ ' \ \ WETLANDS DB. 596, PG. 466
\ \ \ SEE NOTE 5 \ \ x \ \ 0 1 1 100 YR _ DB. 683, PG, 340 \
3. CONTRACTOR SHALL REMOVE AND REPLACE 45 LINEAR FEET OF EXISTING 12 PVC WITH PROTECTO 401 LINED CLASS 350 DIP. CONNECT NEW SEWER \ _ _ E 151 �73(3s71 \ \ \ \ I I / FLOODPLAIN
TO EXISTING SEWER WITH HYMAX COUPLING PERTINENT INFO OR APPROVED EQUAL. \ TEMPORARY \ \ \ \ \ \ \ \\ \ \\ \ 35 \ ' V \I 1 \ I I x
4. CONTRACTOR SHALL PROTECT AND MAINTAIN EXISTING GATE THROUGHOUT DURATION OF CONSTRUCTION. ANY DAMAGE TO THE GATE SHALL BE CONSTRUCTION EASEMENT \ \ SEE NOTE 9 I H I 6 .s
\ WILLIAM BRADLEY HARGETT , 1 1
1 / \ \
REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. x \\ \ \\ \ \ \ \ \ PARCEL N0. 09342112 \
5. CONTRACTOR WILL REPLANT TREES OF LIKE -KIND THAT MAY BE REMOVED AS PART OF THE WORK. TREES WILL BE "STARTER TREES" IN SIZE RANGING BORE PIT 12'X30' J \ \ \ \ DB. 2026, PG. 421 II�.s
\ \ \ \ \ \ x` \ ` \ 1
IN HEIGHT OF 6FT-8FT. CALIPER MEASUREMENT OF TREE AT BASE SHALL NOT EXCEED 3-INCH DIAMETER. CONTRACTOR SHALL COORDINATE WITH / \\ \\ �a, \\ I \ \ \ 1 /
PERMANENT SEED SHALL \ H '"
6.
OWNER/ENGINEER AS TO DESIRED LOCATION OF SAID TREES ON PARCEL.
ON PARCEL NO.33 CONTRACTOR SHALL CONSTRUCT A TEMP GRAVEL WALKWAY ALONG THE SIDE OF THE BUILDING TO PROVIDE ACCESS FROM THE
\ 1 I P, \ 1
TEMPORARY CHAIN \ \ \ MATCH EXISTING GRASS s\'`� \ \ 1 I I
\, \ O \ FOR PARCEL 35
N \ ` l \
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REAR PARKING LOT TO THE FRONT DOOR. THE WALKWAY SHALL BE APPROX 4 FT WIDE AND EXTEND AS SHOWN OR NO MORE THAN 100 LF. GRAVEL
LINK FENCE/GATEy
WALKWAY SHALL BE NCDOT # 57 STONE 2" THICK UNDERLAIN WITH TYPE A FABRIC AS SPECIFIED ON COMPACTED SUBGRADE. LOCATION SHALL BE
COORDINATED WITH THE PROPERTY OWNER. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE WALKWAY AND RESTORE AREA TO
PLAN
EXISTING OR BETTER CONDITION.
7.
CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SEDIMENT FENCE PARALLEL TO CREEK TO PREVENT SEDIMENT RUNOFF INTO THE CREEK
1" = 40'
WHEN CONSTRUCTING THE TRANSMISSION MAIN ACROSS THE CREEK.
8.
CONTRACTOR SHALL REMOVE AND REPLACE 20 LINEAR FEET OF EXISTING 12" PVC WITH PROTECTO 401 LINED CLASS 350 DIP. CONNECT NEW SEWER
TO EXISTING SEWER WITH HYMAX COUPLING OR APPROVED EQUAL.
9.
PARCELS 35 AND 36, REMOVE TOPSOIL AND STOCKPILE. REPLACE TOPSOIL FOR TOP LAYER OF BACKFILL WITH A MINIMUM 12" TO 18" LAYER OF TOPSOIL
GRADED TO DRAIN. ALL DELETERIOUS MATERIAL STICKS AND STONES SHALL BE REMOVED.
10.
PRESERVE TREES/SHRUBS IN THE TEMPORARY CONSTRUCTION EASEMENT ON PARCEL 36.
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VERTICAL SCALE 1 "=4' FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
DESIGNED: MLT, WPS
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CHECKED:
APPROVED:
DATE: JULY 2020
0 1/2 1
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PROJECT NO.
186110
C11
SHEET
15 OF 40

B19 RECEIVING PIT 10'X10' / / ��� ' 'w�
N 468315.13 /
E 1519793.26 30 PROP. 16" RJ PLUG * - �� - /
20' _ / STA 123+01.22 � - y647.2
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5 INV.: 645.70'
6 05.96 _ /% / WATER MAIN
655 E i 5 T983i 3-5 r E 1519860.56 ( '* _ r - ---
PARCEL
OMNOVA SOLUTIONS, INC. / _ ° _ ,
\ NO. 09342114A - - _ 11.25 HORIZ BEN /
\ \ \- - REMOVE EXISTING FIRE - i )F07
I \ \ \ \ DB. 1307, PG. 769 -STA 123+13.11 /
\ \ \ HYDRANT ASSEMBLY; CLOSE n' - N 468328.60 _ �G,-= _ G - - - -
VALVE; REMOVE VALVE BOX _ _ 649,4
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644,58' -+_ G. DB. 5360, P343
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=C� SPIRYDON E. KALTSOUNIS11
`\& wife, FOTINA KALTSOUNIS ��
PARCEL NO. 09339014 \
U cc PARCEL
DB. 4683, PG. 449
1. REFER TO THE CSX PIPELINE DESIGN & CONSTRUCTION
AN. SEWER MANHOLE \ SPECIFICATIONS FOR ADDITIONAL INFORMATION.
J CITY OF IM: 648.58'
/ UTILITIESBLIT6E50 EASEMENT 0^ I 1 III 1 YI NV, IN: 637.61' 2. THE FRONT OF THE PIPE SHALL BE PROVIDED WITH MECHANICAL
1 647.5 I I I / I 1 I I 11a NV. OUT: 637.43' ARRANGEMENTS OR DEVICES THAT WILL POSITIVELY PREVENT THE
IJ
AUGER FROM LEADING THE PIPE SO THAT NO UNSUPPORTED 6479x CITY OF MONROE , I II 1 / 1 1 1 1 1 /� \
I UTILITIES EASEMENT Ms 1 i I 1 \ \ I EXCAVATION IS AHEAD OF THE PIPE.
B22 PC. D, PG. 353 & I 1 rn \ + \ I 3. THE OPERATION SHALL BE PROGRESSED ON A 24-HOUR BASIS
v DB. 648, PG. 265 / 1 1 1 I rn
N 468527.14 \ SAN. SEWER MANHOLE I vll 1 I 1 I I WITHOUT STOPPAGE (EXCEPT FOR ADDING LENGTHS OF PIPE) UNTIL
E 152'0072.38 RIM: 649.30' I // 1 / THE LEADING EDGE OF THE PIPE HAS REACHED THE RECEIVING PIT.
INV. IN: 638.18' x�"�
INV. OUT: 638.17' I r \ 4. THE AUGER AND CUTTING HEAD ARRANGEMENT SHALL BE
/ SAN. SEWER MANHOLE 1
w �� 36" DIP REMOVABLE FROM WITHIN THE PIPE IN THE EVENT AN OBSTRUCTION
TRIM: 649,18' TRANSMISSION MAIN
INV. IN: 638.53' 1 1 p m I IS ENCOUNTERED.
INV. OUT: 638.43' T
/ /L I o _ s� 5
12" RCP ss - PERMANENT . PIPELINE SHALL BE PROMINENTLY MARKED AT BOTH SIDES OF THE
�.
/ TEMPORARY TOP: 648.80' 8" P`/C I \ _ CSX PROPERTY LINES BY DURABLE, WEATHERPROOF SIGNS LOCATED
CITY OF MONROE 650.5 ` EASEMENT (TYP)
/ CONSTRUCTION I \ OVER THE CENTERLINE OF THE PIPE IIN ACCORDANCE WITH CSX
UTILITIES EASEMENT ii I I TEMPORARY CONSTRUCTION SPECIFICATIONS.
ASEMENT YP) PC. D, PG. . & d,
PG. 765 3 1 I I I EASEMENT (TYP) 6. NO CONSTRUCTION OR ENTRY UPON THE CSX CORRIDOR IS
/ M ' I s 1 �' N 111 APP x I 1 �0 PERMITTED UNTIL THE DOCUMENT TRANSACTION IS COMPLETED YOU
E 1519.0
PARCEL NO. 09342112E
655
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\ OBTAINED AUTHORITY FROM THE LOCAL ROADMASTER.
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7. IF REQUIRED, A DEWATERING PLAN IN ACCORDANCE WITH CSX
726, E 1520149.94 "RCP
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PERMANENT
SPECIFICATIONS WILL BE SUBMITTED TO THE CSX REPRESENTATIVE
\
FOR REVIEW AND APPROVAL PRIOR TO ANY DEWATERING
1
- -EASEMENT (TYP)
OPERATIONS.
+00
I
TEMPORARY CONSTRUCTION
8. BLASTING IS NOT PERMITTED UNDER OR ON CSX PROPERTY. SEE
- - - -
II
1
128+00
EASEMENT (TYP)
CSX873182 EXHIBIT A.
/ \
I 1
9. CSX DOES NOT GRANT OR CONVEY AN EASEMENT FOR THIS
_
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1 \
INSTALLATION.
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PIT 10'x10' go 1; 1
E INLET PROTECTIdN
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I 60' ROW
/ °
45 HORIZ BEND
PLAN / (ROTATED)
1"=40' /
NATHAN W, HARGETT, SR, SAN. SEWER MANHOL.
PARCEL NO. 09339013 RIM: 653,22' 1
DB. 336, PG. 251 INV. IN: 639,54' 1
INV. OUT: 639.41'
I
STA 128+60.35 \
N 468734.97 >
10.
EXISTING PIPES TO BE ABANDONED WILL BE COMPLETELY FILLED
E 52019
152019 8.83 1
WITH CEMENT GROUT, COMPACTED SAND, OR FLOWABLE FILL.
900 HORIZ BEND 1
11.
REFER TO PROJECT SPECIFICATIONS FOR CSX RAILROAD
56' BORE PIT
ENCROACHMENT AGREEMENT.
12.
STEEL CASING PIPE SHALL BE SPIRAL WELDED STEEL WITH A
1 12'x30'
MINIMUM WALL THICKNESS EQUAL TO 0.781 INCHES AND A MINIMUM
AIR RELEASE E
YIELD STRENGTH EQUAL TO 35,000 PSI.
I3 VALVE MANHOLE D3
13.
CONTRACTOR SHALL PROVIDE DURABLE WEATHERPROOF SIGNS ON
N0.4
BOTH SIDES OF TRACK AT RR R/W LINES LOCATED OVER THE
I 1 B24
CENTERLINE OF THE PIPE PER CSX TRANSPORTATION DESIGN AND
I N 468711.16
CONSTRUCTION STANDARD SPECIFICATIONS.
E 1520178.67
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CONTRACTOR SHALL FOLLOW THE LATEST EDITION OF THE CSX
SEE NOTE 3
TRANSPORTATION DESIGN & CONSTRUCTION STANDARD
SPECIFICATIONS.
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CHECKED:
APPROVED:
DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
C12
SHEET
16 OF 40

7
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I CONSTRUCTION I
v
FENCE (TYP)
O
REMOVE EXISTING FIRE
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� FROM EXISTING SEWER (TYP)1'�;
/ VALVE; REMOVE VALVE BOX _ �Y~ � B26 // / 1 ; 1 �1 \ \ s \
/ / AND RESTORE EXISTING - - - - - I - -w`', _ _ N 469946.04 — _ — - = v/� 111' 1 1 '1 \ \ L\ \ /
/ "GRADE (SEE NOTE 2) ---- ___------ � EXIST8 �.r_� _. � .-II\11� III \ � \ L� may.\ \ \
— — — — — — — =PVC SEWER_ -x637_o_ �__ �E D'C9 T2 «�R �6377//- III\
EXIST 8" ABANDON EXISTING r = _ _ = -- ___= = __ __= - - - __ _ — — - TEMPORARY CONSTRUCTION _ _ _ _ _ _ _ _` \1 \639, xj j11111. .III \ 1 NCDOT WATTLE G \ \ \ \ �s4s— • /� -
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p I1 630— I N. 617.80' \ O \ — — — — — — — —
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\ \ \ • .. / W ! \• I\\ \ \ \ \ \ \ / \ \ AND RELOCATE SIGN TO O
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\ \ \ / \\ I� \
PERMANENT \ \ \ \ WETLANDS �II r 36" GATE VALVE \ J \ \ I I
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BRUSH ___ _ � \ •. .. _ \ \\'� \ \ � � � I
"MARTIN MARIETTA MATERIALS, INC.
PARCEL NO. 09339027
DB. 130, PG. 202 [NEED]
V
s
PLAN
1"=40'
645
640
635
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625
620
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140+00
\ \ \\ �_ \ MARTIN MARIETTA MATERIALS, INC. \ \ NOTES:
\ \ \ PARCEL NO. 09339027 \\ j \ � \ -
DB. 130, PG. 202 [NEED] \
2
\ 625 \
5
REFER TO NOTE 2 ON SHEET Al FOR UTILITY CONFLICTS INCLUDING BUT NOT
LIMITED TO UTILITY POLES, WIRES, AND ANCHORS.
CONTRACTOR SHALL PROTECT EXISTING FIRE HYDRANT AND ANY DAMAGE TO THE
HYDRANT SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE.
CONTRACTOR SHALL REMOVE AND REPLACE 30 LINEAR FEET OF EXISTING 8" PVC
PROTECTO 401 LINED CLASS 350 DIP AT A CONSTANT SLOPE. CONNECT NEW
SEWER TO EXISTING SEWER WITH A HYMAX COUPLING OR APPROVED EQUAL.
CONTRACTOR SHALL PROTECT EXISTING MANHOLE FROM DAMAGE AND PREVENT
SEDIMENT AND DEBRIS FROM ENTERING SANITARY SEWER MANHOLE.
CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SEDIMENT FENCE
PARALLEL TO CREEK OR DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF INTO
THE CREEK OR DRAINAGE SWALE WHEN CONSTRUCTING THE WATERLINE.
645
GRAVEL DRIVEWAY REPAIR
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640
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0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
C14
SHEET
18 OF 40

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REFER TO NOTE 2 ON SHEET Al FOR UTILITY CONFLICTS INCLUDING BUT NOT LIMITED TO UTILITY
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CONTRACTOR SHALL PROTECT EXISTING FIRE HYDRANT AND ANY DAMAGE TO THE HYDRANT SHALL /
BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE.
V
CONTRACTOR WILL REPLANT TREES OF LIKE -KIND THAT MAY BE REMOVED AS PART OF THE WORK.
TREES WILL BE "STARTER TREES" IN SIZE RANGING IN HEIGHT OF 6FT-8FT. CALIPER MEASUREMENT
0
OF TREE AT BASE SHALL NOT EXCEED 3-INCH DIAMETER. CONTRACTOR SHALL COORDINATE WITH
OWNER/ENGINEER AS TO DESIRED LOCATION OF SAID TREES ON PARCEL.
CONTRACTOR SHALL PROTECT EXISTING SANITARY SEWER MANHOLE FROM DAMAGE AND ANY
DAMAGE TO MANHOLE WILL BE REPAIRED AT THE CONTRACTORS EXPENSE.
CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SEDIMENT FENCE PARALLEL TO CREEK
OR DRAINAGE SWALE TO PREVENT SEDIMENT RUNOFF INTO THE CREEK OR DRAINAGE SWALE
WHEN CONSTRUCTING THE WATERLINE.
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PROJECT NO.
186110
C15
SHEET
19 OF 40

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2. CONTRACTOR SHALL PROTECT EXISTING FIRE HYDRANT AND ANY
DAMAGE TO THE HYDRANT SHALL BE REPAIRED OR REPLACED AT
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3. EXISTING DOWNSTREAM SANITARY SEWER MANHOLE IS LOCATED
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PROJECT NO.
186110
C17
SHEET
21 OF 40

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\ EXIST 8" AC WATER \ \ L \ u EXIST 8" AC WATER j / / ++ \ N RIM: N(W): E
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\ EASEMENT TYP � � INV. IN: 609.24' C > INV. IN(W):
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PARCEL NO. 09336029D F WATERLINE EASEMENT (TYP)
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\ � SEE NOTE 5 SEE NOTE 5 E INLET PROTECTION 1 I
NOTES: I 52 1
\ A
D1 ` 55 Ir \ I
1. REFER TO NOTE 2 ON SHEET Al FOR UTILITY CONFLICTS INCLUDING BUT NOT LIMITED TO UTILITY POLES, WIRES, AND 51 I JEANETTE S. GOWER 1
kLVIN H. %) PARCEL N009336029C I . COMMON AREA
HALL (50
ANCHORS. I GINA IVEY BARBEE & J 36" GATE VALVE 54
HAMILTON PLACE \ I
CANT E. HALL (50%) DB, 1007, PG. 137 husband, JOHN MARTIN BARBEE ` \ 1�
2. CONTRACTOR SHALL PROTECT EXISTING FIRE HYDRANT AND ANY DAMAGE TO THE HYDRANT SHALL BE REPAIRED OR RCEL NO, 09336029E PC. E, PG. 786 I PARCEL NO. 09336025K I D2 TM-GV-7 JIMMY B. IVEY & HOMEOWNER'S ASSOCIATION
REPLACED AT THE CONTRACTORS EXPENSE. DB, 5697, PG. 783 DB, 1040, PG. 864 I wife, BARBARA M. IVEY OF UNION COUNTY, INC. �1
3. CONTRACTOR SHALL REMOVE AND REPLACE 30 LINEAR FEET OF EXISTING 8" PVC PROTECTO 401 LINED CLASS 350 DIP. PC, E, PG. 899 PARCEL N3, PG. 83 19
PARCEL
5466, PG.34�55C \ p6, 4433, PG. 836
CONNECT NEW SEWER TO EXISTING SEWER WITH A HYMAX COUPLING OR APPROVED EQUAL. I PC. G. FILE 651
4. CONTRACTOR WILL REPLANT TREES OF LIKE -KIND THAT MAY BE REMOVED AS PART OF THE WORK. TREES WILL BE I
"STARTER TREES" IN SIZE RANGING IN HEIGHT OF 6FT-8FT. CALIPER MEASUREMENT OF TREE AT BASE SHALL NOT EXCEED
(n1
3-INCH DIAMETER. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER AS TO DESIRED LOCATION OF SAID TREES I I ` n 1 \
ON PARCEL. I
5. CONTRACTOR WILL REPLANT TREES OF LIKE -KIND THAT MAY BE REMOVED AS PART OF THE WORK. TREES WILL BE
"STARTER TREES" IN SIZE RANGING IN HEIGHT OF 6FT-8FT. CALIPER MEASUREMENT OF TREE AT BASE SHALL NOT EXCEED I
3-INCH DIAMETER. SPACING OF TREES SHALL BE SIX (6) FEET ON CENTER TWO ROWS STAGGERED PLACEMENT.
CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER AS TO DESIRED LOCATION OF SAID TREES ON PARCEL.
6. CONTRACTOR SHALL MAINTAIN ACCESS AT ALL TIMES TO PARCEL FOR DELIVERIES AND EMPLOYEES. CONTRACTOR SHALL I
COORDINATE ACCESS OPTIONS WITH PROPERTY OWNER PRIOR TO PERFORMING ANY WORK.
7. CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY SEDIMENT FENCE PARALLEL TO CREEK TO PREVENT SEDIMENT PLAN
. RUNOFF INTO CREEK WHEN CONSTRUCTING THE TRANSMISSION MAIN. 1" = 40'
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0 0
HORIZONTAL SCALE 1 "=40'
00
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PROFILE
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RESTRAINED JOINTS
196+50 197+00 197+50 198+00 198+50
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610
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600
199+00
NOT RELEASED FOR CONSTRUCTION
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DESIGNED: MLT, WPS
DETAILED: KTH
CHECKED:
APPROVED:
DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
C19
SHEET
23 OF 40

1 CONC.
HP
CONC. / Oj RIM: 624.62' / / �`'/ N i �Ao� �F QG
SAN, SEWER MANHOLE
INV. IN(NW): 616.43' //�J rG
INV. IN NE 616.58' �O � G G
-_!NV. OUT: 616.34'
HAMILTON PLACE HOMEOWNER'S ^� /
ASSOCIATION OF UNION COUNTY, INC. � / / � / \ bj Apr \ o � � ��� o_ �✓
�7 � n CB o` Q-P �' 0' / >< /�"YJATER LEVEL
/ � PARCEL NO, 09336019B ,G RIM: 627,73' Q `/ � / ELEV.: 622.0' /
/ / HAMILTON PLACE HOMEOWNER'S / / \ \ CB G o�
/ DB. 4433, PG. 836 \ _ �' �\ i�F2 oT INV. W: 623.91'
ASSOCIATION OF UNION COUNTY, INC. / \ RIM: 628.06' •C / F
I / / / CAB. G, PG. 653 / / \ LOT 54 INV. OUT: 624.22' O / 9 foINV. OUT: 623.57'_
' / / / PARCEL NO. 09336019E / l ' / � 1 v � 2 15" RCP-FES
I / ALAN FEBRES & 8.a v
DB. 4433, PG. 836 1 wife, DENISE K. FEBRES / — < \ \ ��i�GGGF INV.�622.65j—
x62a.a �' -o /
MANHOLE I / l 36" DIP / CAB. G, PG. 653 J\
I / I PARCEL N0. 09336355 \
I / / 100 YEAR FLOOD / I / TRANSMISSION MAIN // DB. 4464, PG. 510 i� ��� / •%/ /% 1 - +
/ TEMPORARY CONSTRUCTION //
08.80' / I I I O (TYP) / I / - 26.5 CAB. G, PG. 1 \ _625 / `
18.66' I { x 63 .a PERMANENT / EASEMENT TYP /e I / / I I � \�. \q��_ _ _ � / / �-� SS - - .DELINEATED
18.66' / o I / / I I WATERLINE F / EASEMENT TYP o ( ) \ I \ �\ ��t c /
I SEE NOTE 4 s TRENC GYP p2 \ ( ) �y� EXIST 8 AC WATER 62,.5 \ \ 1629 62� \ \� \,r \' Qom__ _ _ / as" RCP WETLANDS _
d� .� - I J \ I I \) - - - i U 629.8 U I SEE NOTE 2 - U P _ U U \ // I \ U _ _ _ .. �/ INV.: 619.69' p4 REBAR
- - - - / - - - - - - - - - - - - - - - _ - �14 REBA - \ + \ \ \\� � \---T--7 - - -
- /O�
---_---_---_---_-- _ - fir_-_- ---- R -- _ _ -i- --G= - G== -- - -�G 1--� `fir -1 - T =-I \ `t = -- -�? - __ _- =- -
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_ _ - / - - - - 1 � S
_ _ _ _ RIM: 624,54'
_ � - - - \\ _ � i t�n / i i WATER LEVEL O W
W J _ _ _ _ _ - - _ - - - - - - \\\ INV. IN(NW): 616.194 ,a •L- i i ELEV.: 619.9' O W
O 0 x628.4 I INV. IN(SW): 616.82',
CD W ;AN, 6 6.73' MANHOLE - 624.4 625.5 - _ _ _ - - INV. OUT: 616.00' �/ - - �',!� N R`iiiky River
RIM: 1 N OLE
0 INV, IN: 607,58' N Rocky }Aver Rd {S#�L514Z - _ — -625 — _ _ - - - _ _ _ o _B35 _ _ -
_ _ _ _ _ _ _ _ — __ — — —625— -- — _ _— — 48" RCP — _ —
W ---_- 6p r---=--�_-=1�=_I I_�_-- _ ___---___ - ------ ----- ----- ----7 _--- - --_------- ----- - —625=2� ��t - --
QW -- ��4J U 7 �!/ i /� ���� - - \ /^ ------------------------- ��INV... 619.07�- \v a W
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= Z JI -------------�--- __VEGETATIVE BUFFER ---- — -- ---- ------ — ----- —_— — — — — —_625 48 \I I ----- <: X`-X _ —_X _-- SEENOTE4
/ CITY OF MONROE / — _
U— I 1 \ \ UTILITIES EASEMENT ---_ — _ — — -- — 625 — — -- PC. G, FILE 650 — �— —-------- _ ——X—X—X— — — X -X /� �'— — — — — ---- -- \ -- —
III \ DB. 1060, PG. 663--------------- _ - - -- /'--- — A ------
�XX�x— —x— x _
_ _ _ _ _ �C—�iC -�C�iC X X { - - - — INV-618.14 62 ` - - - - - - _ - -
- — — - - - _ - - - _ _ - - - - - \ \ /T x X�X� �I �{/ i'i S N53EWER MANHOLE x x / STA 208+90.19 U
Q z I \ \ DB 1060, PG. 661 X—x—x— x—ic- — = — 1 -� -� - - -STA 206+98.40 "'KKK ;�I; �`� RIM: 624.53' N 475491.01 ~
0 I I SEE NOTE 4 .1 G SEE NOTE 4 SEE NOTE 4 N 475310.68 I INV. IN: 615.53' Q Z
xx STONE OUTLET y„x INV. OUT: 615.35' x E 1521761.16
�^f I � I I I E 1521695.85 x 11.25' VERT BEND 1
U I 60 (TYP) D1 I ^ I 3 I )
I 1 57 59 x `� LOT 129 61 1 '� " Ix 11.25° VERT BEND SEE NOTE 3 U
58 � LOT 128 61 36 TRANSMISSION MAIN I I 1 x STA 208+46.40 I I
STA 207+38.32 TEMPORARY
56 CARLA RAYNE WHITE 1 '�` " N 475348.20 CONSTRUCTION EASEMENT (TYP) N 475449.82 O
LL I LOT 126 AMY JANE SHELTON PARCEL NO. 09336453 I x E 1521746.27
0LOT 125 I STEVE M. FERRIELL LOT 127 I PARCEL N0. 09336452 DB. 6126, PG. 1 AMH PROPERTIES TWO LP, E 1521709.48 I °
and KATHY J. GLEDHILL DOUGLAS L. SNODGRASS ° o� 11.25 VERT BEND
ROBERT A. REYNOLDS I PARCEL NO. 09336451 I DB. 3388, PG. 828 PC. G, FILE 651 PARCEL NO 09336454 11.25 VERT BEND x
PARCEL NO. 09336449 PARCEL NO. 09336450 1 PC. G, FILE 651 1 1 DB. 7264, PG. 2 62 I I I I \ I 68 I
I DB. 5193, PG. 477 1 '� z M
DB. 1826, PG. 530 0 O to 67
DB, 5407, PG. 135 1 PC. G, FILE 651 I I PC. G, FILE 651 I I I I I w
II 1 PC. G, FILE 651 PC. G. FILE 651 LOT 131 63 64 65 w z z - °�m W
I ' DAVID CHARLES PRESTON, LOT 132 LOT 133 LO
LOT 134 o _ � � o a LOT 136 LOT 137
1 MARISSA BRODHEAD & z w ° O GLEN DEARING & JONATHAN DALE CARPENTER I
1 LEAH POLLOCK PRESTON, one THOMAS D. HAYWOOD WGH NORTH CAROLINA, LLC o I M c) O a w Q Q a
I CARLOS FERNANDO ROSA W o- J J w w wife, KATHLEEN DEARIN & JOSHUA JAY CARPENTER
HEATHER MARIE PRESTON PARCEL NO, 09336456 PARCEL N0. 09336457 PARCEL N0. 09336458 m w a w o L` o w PARCEL NO. 09336434 PARCEL N0. 09336435
I PARCEL NO. 09336455 DB. 5827, PG. 457 DB. 6126, PG, 504 0 D < & 0 J z z u) J
1 I I I I I I I DB. 5191, PG. 253 a1z J O O J M V' u o D1a DB. 1774, PG. 274 1 DB. 4890, PG. 886 1
1 I DB. 5915, PG. 591 PC. G, FILE 651 PC. G, FILE 651
PC. G, FILE 651 PC. G, FILE 651 o � a J M,�, PC. G, FILE 650 PC. G, FILE 650
1 I I I I I I I to ZNOf I I I
NOTES:
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1. REFER TO NOTE 2 ON SHEET Al FOR UTILITY CONFLICTS INCLUDING BUT NOT LIMITED TO 1 ;
UTILITY POLES, WIRES, AND ANCHORS.
2. CONTRACTOR SHALL PROTECT EXISTING FIRE HYDRANT AND ANY DAMAGE TO THE HYDRANT 1 _ _ - _ _ - I
SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. WAYCROSS DRIVE
3. CONTRACTOR SHALL REMOVE AND REPLACE 20 LINEAR FEET OF EXISTING 8" PVC WITH A 20 FT 50' PUBLIC RIGHT-OF-WAY
STICK OF PROTECTO 401 LINED CLASS 350 DIP. CONNECT NEW SEWER TO EXISTING SEWER PC, G, PG, 649-651
WITH A HYMAX COUPLING OR APPROVED EQUAL. PLAN
4. CONTRACTOR WILL REPLANT TREES OF LIKE -KIND THAT MAY BE REMOVED AS PART OF THE
1"=40'
WORK. TREES WILL BE "STARTER TREES" IN SIZE RANGING IN HEIGHT OF 6FT-8FT. CALIPER
MEASUREMENT OF TREE AT BASE SHALL NOT EXCEED 3-INCH DIAMETER. CONTRACTOR SHALL
COORDINATE WITH PROPERTY OWNER AS TO DESIRED LOCATION OF SAID TREES ON PARCEL.
640 640
635
630
625
620
615
610
605
199+00
199+50
200+00
923 LF RESTRAINED JOINTS
200+50
201+00
z�
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201+50
LO
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0
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202+00 202+50
203+00
- - - - - - - - - -
203+50
EXIST ROCKY RIVER _
ROAD C/L EL
— — — — —
204+00
I40' 20' 0 40' 80'
of o
1-0
HORIZONTAL SCALE 1 "=40'
00
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36" CLASS 350 DIP
TRANSMISSION MAIN (TYP)
204+50
PROFILE
205+00
EXIST GRADE
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210+00
VERTICAL SCALE ALE 1"=4
'FINAL DESIGN NOT RELEASED FOR CONSTRUCTION
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DESIGNED: MLT, WPS
DETAILED: KTH
CHECKED:
APPROVED:
DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
C20
SHEET
24 OF 40

7
0 0
0 0
o0
ILL 0
_ I m" _ I
TARRALMT 4 & CARL J. MOLICA, JR. / JAMES LOT
& ( 1 - O o to x/� LOT 9 x x CONC. vlil
' ' I wife, ROBIN LEAHY I Y M Xx �640- JOSHUA LEE MOODY 1 I - LOT 1 CS �' >
625 LOT 3 / / 1 husband, LARRY D. BOYD I & PATRICIA C. RORIE I / PARCEL NO. 093366551 I o c. a I LOT 8 PARCEL N0. 09336344 I I . / AMERICAN HOMES 4 RIM: 637.02'
RICHARD SARFO-KANTANKA / - 1 C PARCEL NO. 09336339 _PARCEL N0, 09336340 /� / LI } o I DB. 5634, PG. 210 _ _ I { INV. IN: 634,37' -
PARCEL N0. 09336338 - 1 I L DB. 1955, PG. 58630 -) DB. 5807, PG. 148 DB. 6273, PG. 134 \ ,� CYRUS K. CHEEK & I — _ _ - - _ \ I x `~ s\ RENT PROPERTIES NINE, LLC at 4 1 I
O o 0 CAB. G, PG. 1 \ " 637.Sx C INV. OUT: 634.36' .c I
DB. 3345, PG. 758 - CAB. G, PG. 1 _ - CAB. G, PG. 1 CAB. G, PG. 1 _ J z wife, ANGELA CHEEK — - 6ao — I L PARCEL NO. 09336270
/ CAB. G. PG. 1 _ - _ 10�_ J t° m o. PARCEL NO. 09336343 _ _ _ _ _ - -�SEnR���
- _—— x DB. 6350, PG. 213 -SAN. SEWER MANHOLEcB
'x RIM: 636.8T _ v� 630� \ / / O/ _ - _ w � m vbn DB. 6291, PG. 235 x SA1 \ �CAB. F,/ PG.. 683 INV. IN: 631,18'IRIM: 637.37' PA
\SAN. SEWER MANHOLE - - - - - 0 CAB. G, PG. 1 - - - - __X�__V 15" RCP m o — -� \ INV. OUT: 631.01' INV. OUT: 634.65'
_ _ _ _ _ _ -640— RIM6.
4.7 \\ \ \ `. RIM: 633.12'_-��----_ ---- LvQ ---- x_ --- --- J -
\\� ----_- - --- - �\ 635 --- �d ------ _--- -� �-INV.OUT6626.99'-- -�C-� �_____-= 64— �// X� --�_ k -- \ -\�� '`--
_ _1= 630— - -i WV. W: 624.4T - - _ --I� _��E=-E-_�R�*a I�5
_ _------___� INV. OUT: 624.35' -- -� -� _
\---- -- -- --�-- �- \� 30' GPUE 15" RCP-FES
_ \ -ice --7--- -- \ n
- -�/ _ - / TEMPORARY CONSTRUCTION _ _ _ _ _ _I_I a „ PC. F, PG. 683 _NV.: 633.98' ,�T P / 1 I cN\pascuREo I
0 GENERAL PUBLIC � _
UTILITY EASEMENT - _ SEE NOTE 2 - - - _ _ - 636..8 PVC - _ �L7
EASEMENT(TYP) \1 8"Pvc_ - - -__ - ---- - TV-
PC. F, PG. 707 _ 8" PVC 1#4
ENOTE3_ �____',,_ T,, ---'s----ss---- s----ss- ss--- Ss- T-ss-- s---- ss----ss----s ss---ss----ss=---ss----_���F-=- , ` -- \ _
C - - -TV- - -TV- - - -TV- - - --� RECEIVING PIT 10'X10'
--SS----S��:--SS---_ , �,4---� \ ` \ / 636.6 �� -� _ _-P-- P-_---P----P----P G
SILT FENCE A / x635.5 / x i' #4 RE L _ _ / _ _ _ _ - - GT B REBAR��`- - y� ` -- -T -- O /� _ , _�LOCATION\\�: ` �� /
- - _ - _ 6 y R - \ #4 REBAR ��4 REBAR �VP1xx - D1 AR - - - � _-_ - � _ — � _ _ _ _ _ - =3� �— ��-- j_-V �j APPROX ^� - _ - - V -T ����- _ _ - -1`= - -�T.� - tt==T �� EXIST SHED
o _ --- / - -may-__ __ _---------- -- ----_ --- - fir-====T= -6- AR RELEASE =_=r-- ,♦_------- pa REBAR--T--T -T- JET-- /-T--TT ��i- _ ==-T-T---==3�{-=� _-_�_ �_ - -�'1_ - G----G-- s-G-=- - --- I x635./�i __ ----- T - �- - f - _�_ -�,�-- -D3 VALVE MANHOLE -r--- _--�UV63�T � �- `��=��CisT= -8'�i ='G� T-�'-=Tr-� - T----_ _ - - --- 15"RCP 15" cP _ �__- N0.7 __---- N476465.63
630 630.6 , - INV.: 627.84' INV . 628.49' 632.7 _ = _ _ x 63a.a - _ - - - x - - _� 1522 01 121.38
0 LU N Rocky liver5AR I (R 15 o W
o W 631.6-___ O -- 633.7 �� - -� 0 1� 1
+ -630 ---- _ � _ -----T-- _��-_--T----T----T-- - - —635- + LJJ
____ _ _ _ _ —==w - - _ —w_ w=======�r----�_- - ______�=-==w-=_-_-w-_-—w===-w _ _ __ ___ _ __ ____ p` CONSTRUCTIONT --- - -T- - -T -L _T_ -T --_T- O =
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/ PC. FILE 650 �\ \ x636.7 \ �f CITY 10E5 �gSOMENT \ I / PC. G, FILE 650 I I \� i �\ /I
-- ` - --10 UTIL G 663 --� -5-- -- --�-- - -- --- _ \ E
U — _ �630 — - - - - - _ - - - - - - - -� - - - - - - r - - l - - - - - - - - - - DB. 1060 661 I x633.7 1 UTILITIES PGS 663NT
2
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x1 x nl II SEE NOTE 6 I1 I � � �I I pg, 1060, CC� 7
TREN H TYP D2 I EASEMENT (TYP) I TPF I x633.6 A 1 G O
0 I 1 ( ) (TYP) D1 ,� I 74 7I I � SEE NOTE 5 36" TRANSMISSION MAIN 1 � 1 6337 U
x I I II 72 I1 SEE NOTE 5 a SEE NOTE 4 I I BORE PIT 12'X30' U
�, 70 71 I I 73 J � TREE PROTECTION x 77 I A78 ) I
O x LOT 139 LOT 140 LOT 141 LOT 142 W � a O FENCE (TYP) D3 1`j 80
L_ I TERRY SMITH n CORBETT D. OWENS & DOMENIC PAOLINO & w m WGH NORTH II � o o I B BORE AND JACK LL
LOT 147
E SM 0 d o rr) co LOT 146 D2
wife, STARLETTE L. OWENS wife, TAMI L. PAOLINO � CAROLINA, LLC M 0 a, �j 1 CARLOS W. MARCANO 1 I LOT 6(
JEANETHIA P, JONES z o PARCEL N0. 09336440 I o a w I I I DEBBIE RUSSELL GADDY
PARCEL N0. 09336437 I PARCEL NO. 09336438 1 PARCEL NO. 09336, Ln ; J 75 76 and MICHELLE MARCANO 1 DIRECT PRO
1 0 PARCEL NO. 09336408 I I
DB. 4340, PG. 786 DB. 2083, PG. 756 w a ' DB. 6275, PG. 827 p co 1 I I PARCEL N0. 09336409 NATIONWID
I 6g DB. 3704, PG. 551 1 0 �10 �; I m z ID DB. 4515, PG. 739
I I PC. G, FILE 650 PC. G, FILE 650 m Q PC. G, FILE 650 0 LOT 144 LOT 145 DB. 4729, PG. 692 PARCEL NO.
PC. G, FILE 650 > > z _j = N PC, G, FILE 649 L7\9 SEE NOTE 9 I
LOT 138 w t° v ERIC J. FRANKLIN & GARY LEE ELLIOTT, SR. & PC. G, FILE 649DB. 6263, 1
SEE NOTE 7
VIVIAN S. DORSEY 1ri o wife, ANGELA D. FRANKLIN wife, KAYE T. ELLIOTT LOT 148 I PC. G, FILj
I spouse, ROY L. DORSEY a o PARCEL NO. 09336442 PARCEL NO. 09336443 I
o a DB. 3554, PG. 1 DB. 4055, PG. 467 RAISA ZARIPOV & I r I pad REBAR
PARCEL N0. 09336436 N I I -
DB. 5006, PG. 64 1 1 I I I I PC, G, FILE 650 PC, G, FILE 650 i o I spPARCELENO. 09 36410
PC. G, FILE 650 1 1 1 I I 1 1 a s DB. 4698, PG. 454 / oILL o Cy)I
I PC. G, FILE 649
NOTES: I I I I SEE NOTE 10 d-
e QG_ Lb-
1. REFER TO NOTE 2 ON SHEET Al FOR UTILITY CONFLICTS INCLUDING BUT NOT LIMITED TO UTILITY POLES, WIRES, AND ANCHORS. � _j W
2. CONTRACTOR SHALL PROTECT EXISTING FIRE HYDRANT AND ANY DAMAGE TO THE HYDRANT SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - J I SAN, SEWER MANHOLE
WAYCROSS DRIVE Q m a I RIM: 632.63'
3. CONTRACTOR WILL REPLANT TREES OF LIKE -KIND THAT MAY BE REMOVED AS PART OF THE WORK. TREES WILL BE "STARTER TREES" IN SIZE RANGING IN HEIGHT OF =
6FT-8FT. CALIPER MEASUREMENT OF TREE AT BASE SHALL NOT EXCEED 3-INCH DIAMETER. CONTRACTOR SHALL COORDINATE WITH OWNER/ENGINEER AS TO 50' PUBLIC RIGHT-OF-WAY c� a
DESIRED LOCATION OF SAID TREES ON PARCEL. PC. G, PG. 649-651
4. CONTRACTOR SHALL CLEAR THE REMAINING WOODED AREA EAST OF EASTERN EDGE OF THE PERMANENT EASEMENT ON PARCEL NO. 75 (APPROXIMATELY 25 FEET) '
BETWEEN THE PROPOSED EASEMENT AND THE HOUSE. THE CONTRACTOR WILL REMOVE ALL VEGETATION AND ONLY CUT TREES DOWN TO THE STUMP AND WILL PLAN
NOT GRADE THE ADDITIONAL AREA OUTSIDE OF THE EASEMENT. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER PRIOR TO PERFORMING ANY CLEARING. 1" - 40'
5. CONTRACTOR SHALL REMOVE A PORTION OF THE WOODEN FENCE LOCATED WITHIN THE PROPOSED EASEMENT. UPON COMPLETION OF ALL WORK ON THIS
PROPERTY THE FENCE SHALL BE PUT BACK IN ORIGINAL OR BETTER CONDITION AND LOCATION.
6. CONTRACTOR WILL REPLANT TREES OF LIKE -KIND THAT MAY BE REMOVED AS PART OF THE WORK. TREES WILL BE "STARTER TREES" IN SIZE RANGING IN HEIGHT OF
6FT-8FT. CALIPER MEASUREMENT OF TREE AT BASE SHALL NOT EXCEED 3-INCH DIAMETER. SPACING OF TREES SHALL BE SIX (6) FEET ON CENTER TWO ROWS 650
STAGGERED PLACEMENT. CONTRACTOR SHALL COORDINATE WITH OWNER/ENGINEER AS TO DESIRED LOCATION OF SAID TREES ON PARCEL.
7. CONTRACTOR WILL RELOCATE SHED AND DOG HOUSE TO JUST OUTSIDE PERMANENT EASEMENT AND CONNECT RELOCATED FENCE.
8. CONTRACTOR WILL REMOVE ANY PORTION OF THE WOODEN FENCE LOCATED WITHIN THE PROPOSED EASEMENTS AND UPON COMPLETION OF THE PROJECT,
CONTRACTOR WILL REINSTALL THE FENCE BACK TO ITS ORIGINAL LOCATION AND EXTEND ADDITIONAL FENCING TO RELOCATED SHED TO PROVIDE COMPLETE
ENCLOSURE OF FENCING FOR DOG. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY CONTAINMENT FENCING FOR DOG DURING CONSTRUCTION.
9. EXISTING 8" WATERLINE SHOWN IS BASED OFF GIS AND IS APPROXIMATE. CONTRACTOR SHALL FIELD LOCATE UTILITY AND COORDINATE WITH OWNER/ENGINEER
AND CITY OF MONROE PRIOR TO PERFORMING ANY WORK. 645
10. PRIOR TO WORKING ON PARCEL # 74, CONTRACTOR SHALL CONTACT THE PROPERTY OWNERS REPRESENTATIVES SO TENANTS CAN BE INFORMED OF THE WORK.
THE CONTACT INFORMATION IS LISTED BELOW:
z
JEREMIAH APONTE AMANDA BLACKMON ANGELA DEAN z z (D O O
[e-mail] [e-mail] [e-mail]
704-774-0082 704-201-3102 980-253-8183 z w z w - Q z z z
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210+00 210+50 211+00 211+50 212+00 212+50 213+00 213+50 214+00 214+50 215+00 215+50 216+00 216+50
PROFILE
40' 20' 0 40' 80' 4' 0 4' 8'
HORIZONTAL SCALE 1 "=40' VERTICAL SCALE 1 "=4'
217+00
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DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
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PROJECT NO.
186110
C21
SHEET
25 OF 40

7
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640
635
630
625
620
615
610
605
228+00
E 1522531.39
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o J
I TEMPORARY CONSTRUCTION
EASEMENT (TYP) /
1
1 '
I
'
I ADAM C. FORTUNE GG���F eG DELINEATED
and CARIDAD FORTUNE ' 0 WETLANDS
PARCEL NO. 07030001
DB, 4674, PG. 4 .I
WATER LEVF,LZ / / / W W
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I �ELEV.: 524,2'
♦ W W
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A
OTIS J. F. CUTHBERTSON
and SHAUN CUTHBERTSON
PARCEL NO. 09336021E
DB. 6306, PG. 272
DB. 241, PG. 462 (NEED]
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A
Ago JONATHAN KENT TYSON
PARCEL NO. 07027005A
TRAMS SCOTT MOORE DB. 5460, PG. 725
PARCEL NO. 07030001A I CAB. L, FILE 329
PERMANENT DB. 6210, PG 563
CA OC11 ACn lr /r\/n\ I CTA 7QR+'2'I R7 I
A I
CHARLES KENNETH TYSON
SEE NOTE 9 &Wife, PEGGY L. TYSON
PCEL NO, 07027005J I
I ARDB. 459, PG. 884
CAB. C, FILE 361
I I
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36" DIP / U
TRANSMISSION MAIN F—
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PVC SEWER +
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�-y�`� _ PARCEL NO. U9.MbULIL i
DB. 6306, PG. 272 /
DB. 241, PG. 462 (NEED]
I. — — - — — - — — - — — - — — - — — - — — - — — -—— -—— -— —-—— -—— /—— -—— -—— - — —- ———— -— —-—— -—— -—— - — —- ———— -— —-—— -—— -—— -— —- ——— —- ——-—
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PLAN /
1"=40'
i
1. REFER TO NOTE 2 ON SHEET Al FOR UTILITY
CONFLICTS INCLUDING BUT NOT LIMITED TO
UTILITY POLES, WIRES, AND ANCHORS.
2. CONTRACTOR SHALL PROTECT EXISTING FIRE
HYDRANT AND ANY DAMAGE TO THE HYDRANT
SHALL BE REPAIRED OR REPLACED AT THE
CONTRACTORS EXPENSE.
3. CONTRACTOR SHALL REMOVE AND REPLACE 35
LINEAR FEET OF EXISTING 12" PVC PROTECTO 401
LINED CLASS 350 DIP. CONNECT NEW SEWER TO
EXISTING SEWER WITH A HYMAX COUPLING OR
APPROVED EQUAL.
4. CONTRACTOR WILL REPLANT TREES OF LIKE -KIND
THAT MAY BE REMOVED AS PART OF THE WORK.
TREES WILL BE "STARTER TREES" IN SIZE RANGING
IN HEIGHT OF 6FT-8FT. CALIPER MEASUREMENT OF
TREE AT BASE SHALL NOT EXCEED 3-INCH
DIAMETER. CONTRACTOR SHALL COORDINATE
WITH OWNER/ENGINEER AS TO DESIRED LOCATION
OF SAID TREES ON PARCEL.
5. CONTRACTOR SHALL REMOVE AND REPLACE
EXISTING SPLIT RAIL FENCE TO EXISTING LOCATION
UPON COMPLETION OF WORK. ANY DAMAGE TO
THE EXISTING FENCE SHALL BE REPAIRED TO LIKE
OR NEW CONDITION.
6. CONTRACTOR SHALL REMOVE EXISTING CREPE
MYRTLE TREE AND RELOCATE TO LOCATION ON
PARCEL AS DETERMINED BY PROPERTY OWNER.
CONTRACTOR SHALL TAKE NECESSARY MEASURES
TO PROTECT RELOCATED TREE AND REPLACE
WITH LIKE SPECIES AND SIZE IF TREE CAN'T BE
RELOCATED.
7. CONTRACTOR SHALL PROTECT EXISTING
DECIDUOUS TREE LOCATED ALONG THE EXISTING
DRIVEWAY AND ABUTTING THE PROPOSED
EASEMENTS FROM PHYSICAL/ROOT DAMAGE.
WITHIN THE ONE YEAR PERIOD THE TREE SHALL BE
INSPECTED TO DETERMINE IF THE TREE HAS DIED.
IF THE TREE HAS DIED A REPLACEMENT TREE
SHALL BE INSTALLED AND SHALL BE 6 TO 8 FEET IN
HEIGHT AND NO GREATER THAN 3-INCH DIAMETER
AT THE BASE. CONTRACTOR SHALL FOLLOW TREE
PROTECTION DETAIL AS SPECIFIED ON THE
CONSTRICTION DRAWING DETAILS AND
SPECIFICATIONS TO PROTECT THIS TREE.
8. EXISTING 8" WATERLINE SHOWN IS BASED OFF GIS
AND IS APPROXIMATE. CONTRACTOR SHALL FIELD
LOCATE UTILITY AND COORDINATE WITH
OWNER/ENGINEER PRIOR TO PERFORMING ANY
WORK.
9. CONTRACTOR SHALL STOCKPILE ALL TOPSOIL
REMOVED DURING THE PIPELINE CONSTRUCTION
AND ENSURE POSITIVE DRAINAGE AND NO
PONDING ON PARCEL NO. 92.
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HORIZONTAL SCALE 1 "=40'
234+50 235+00 235+50 236+00 236+50 237+00 237+50 238+00 238+50
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DETAILED: KTH
CHECKED:
APPROVED:
DATE: JULY 2020
0 1 /2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
C23
SHEET
27 OF 40

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N (TYP)
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Q W `6`�o
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vJ SAN. SEWER MANHOLE /630— —
1 O RIM: 629,74' \ /-
Z I20' GENERAL PUBLIC UTILITY EASEMENT INV. IN: 623.83' /
PC. G, PG. 26 & DB. 1397, PG. 819 INV, OUT: 623.73'
J ? +pp 240+00 241+00 —a—LUU
LL 631,8 632.E
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NOTES:
1. REFER TO NOTE 2 ON SHEET Al FOR UTILITY CONFLICTS INCLUDING BUT NOT LIMITED TO UTILITY
POLES, WIRES, AND ANCHORS.
2. CONTRACTOR SHALL STOCKPILE ALL TOPSOIL REMOVED DURING THE PIPELINE CONSTRUCTION AND
PLACE TOPSOIL TO MATCH ORIGINAL GRADE. CONTRACTOR SHALL FINE GRADE IMPACTED AREAS TO
ENSURE POSITIVE DRAINAGE AND NO PONDING ON PARCEL NO. 92.
3. EXISTING 8" WATERLINE SHOWN IS BASED OFF GIS AND IS APPROXIMATE. CONTRACTOR SHALL FIELD
LOCATE UTILITY AND COORDINATE WITH OWNER/ENGINEER PRIOR TO PERFORMING ANY WORK.
4. EXISTING 6" FORCE MAIN SHOWN IS BASED OFF GIS AND IS APPROXIMATE. CONTRACTOR SHALL FIELD
LOCATE UTILITY AND COORDINATE WITH OWNER/ENGINEER PRIOR TO PERFORMING ANY WORK.
5. CONTRACTOR SHALL STOCKPILE ALL TOPSOIL REMOVED DURING THE PIPELINE CONSTRUCTION AND
ENSURE POSITIVE DRAINAGE AND NO PONDING ON PARCEL NO. 92.
650
645
640
635
630
625
620
615 L
239+00
0 0
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239+50 240+00 240+50 241+00 241+50 242+00 242+50 243+00 243+50
40' 20' 0 40' 80'
HORIZONTAL SCALE 1 "=40'
A
CHARLES KENNETH TYSON
& wife, PEGGY L. TYSON
PARCEL NO. 07027005J
'_ na a9;a Pr RR4
PLAN
ill =40'
SEE NOTE 3
\ TEMPORARY
\ CONSTRUCTION
EASEMENT (TYP)
BORE PIT 12'X30' -
\ STA 248+39.73
N 479138.82
E 1522884.44
\ G 90° HORIZ BEND
\ \ B42
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DESIGNED: MLT, WPS
DETAILED: KTH
CHECKED:
APPROVED:
DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
C24
SHEET
28 OF 40

655
650
645
640
635
630
625
249+50
o cT) /
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SEE NOTE 4
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(BY OTHERS) —+sso 6h° -
�`. .� �`,� �/ �.�� ► -^ PLAN 49�
1"=40'
VIRGINIA M. TYSON
PARCEL NO. 07027005
DB. 1299, PG. 46
CAB. C, FILE 361
)F MONROE
ES EASEMENT _
PG 5$7 _ B IVAN SECREST
PARCEL NO. 07027035
p., - DB. 358, PG. 630 [1ST TRACT]
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PROFILE
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a HORIZONTAL SCALE 1 "=40'
O
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VERTICAL SCALE 1 "=4'
655
650
645
640
635
630
625
258+00
1. REFER TO NOTE 2 ON SHEET Al FOR UTILITY CONFLICTS INCLUDING BUT NOT
LIMITED TO UTILITY POLES, WIRES, AND ANCHORS.
2. EXISTING 6" FORCEMAIN SHOWN IS BASED OFF GIS AND IS APPROXIMATE.
CONTRACTOR SHALL FIELD LOCATE UTILITY AND COORDINATE WITH
OWNER/ENGINEER PRIOR TO PERFORMING ANY WORK.
3. EXISTING 10" WATERLINE SHOWN IS BASED OFF GIS AND IS APPROXIMATE.
CONTRACTOR SHALL FIELD LOCATE UTILITY AND COORDINATE WITH
OWNER/ENGINEER PRIOR TO PERFORMING ANY WORK.
4. RESTRAIN ALL PIPE FROM 36" PLUG TO 36"X36" TEE.
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
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DETAILED: KTH
CHECKED:
APPROVED:
DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
C25
SHEET
29 OF 40

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1. REFER TO NOTE 2 ON SHEET Al FOR UTILITY CONFLICTS
INCLUDING BUT NOT LIMITED TO UTILITY POLES, WIRES, AND
ANCHORS.
2. EXISTING 10" WATERLINE SHOWN IS BASED OFF GIS AND IS
APPROXIMATE. CONTRACTOR SHALL FIELD LOCATE UTILITY AND
COORDINATE WITH OWNER/ENGINEER PRIOR TO PERFORMING
ANY WORK.
3. CONTRACTOR SHALL REMOVE AND REPLACE TEMPORARY
SEDIMENT FENCE PARALLEL TO CREEK OR DRAINAGE SWALE TO
PREVENT SEDIMENT RUNOFF INTO THE CREEK OR DRAINAGE
SWALE WHEN CONSTRUCTING THE WATERLINE.
650
645
640
635
630
625
620
615
258+00 258+50
PERMANENT
EASEMENT
\ \ x 639.4 \ \
\ B. IVAN SECREST
\ PARCEL NO. 07012001
\ DB. 237, PG. 100
\ DB. 358, PG. 630 (2ND TRACT] \
\ x 640.7
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PARCEL NO. 07027033 \ \ \ I I I ►
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645
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CHECKED:
APPROVED:
DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
C26
SHEET
30 OF 40

A
PHYLLIS S. FUNDERBURCK, TRUSTE
PARCEL N0, 07027007
DB. 5192, PG. 16
(FIRST TRACT]
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AND ANCHORS.
2. EXISTING WATERLINE SHOWN IS APPROXIMATE AND CONTRACTOR SHALL FIELD LOCATE THE WATERLINE AND
COORDINATE WITH OWNER/ENGINEER PRIOR TO PERFORMING ANY WORK.
3. EXISTING WATERLINE IS 2" PVC FROM THE BLOW -OFF TO THE EXISTING HYDRANT TO THE NORTH WEST.
4. ALL 6" DIP SHALL BE RESTRAINED FROM 16"X6" TEE TO PLUG. PROVIDE A MINIMUM 3' OF COVER OVER THE
PROPOSED PIPE AT EXISTING GRADE. CONTRACTOR SHALL INSTALL A THRUST BLOCK ON 16"X6" TEE PER UNION
COUNTY STANDARD DETAILS AND SPECIFICATIONS (SEE DETAIL SHEETS).
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635
630
625
620
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610
605
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APPROXIMATE LOCATION OF
EXISTING WATER SERVICE
PLAN
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DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
C27
SHEET
31 OF 40

7
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41 LF PROP.
16" RJ DIP WM
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3. CONTRACTOR SHALL COORDINATE WITH ENGINEER/OWNER TO CLOSE VALVES ON EITHER SIDE OF CONNECTION TO
REMOVE PRESSURE ON EXISTING 16" WATER MAIN PRIOR TO MAKING CONNECTION.
4. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF EXISTING GAS LINE AND CONTRACTOR SHALL COORDINATE
WITH GAS COMPANY TO RELOCATE EXISTING GAS LINE BELOW THE PROPOSED 16" WATERMAIN IF THERE IS A UTILITY
CONFLICT.
CONNECTION NO.1 ALONG N ROCKY RIVER RD (SR 1007)
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CONNECTION AT EXISTING 16" WATER MAIN SHALL BE RESTRAINED. (SEE NOTE 2)
2. INSTALL CONCRETE THRUST BLOCK PER DETAIL 16 ON DETAIL SHEET D4.
3. CONTRACTOR SHALL COORDINATE WITH ENGINEER/OWNER TO CLOSE VALVES ON
EITHER SIDE OF CONNECTION TO REMOVE PRESSURE ON EXISTING 16" WATER MAIN
PRIOR TO MAKING CONNECTION.
CONNECTION NO.2 ALONG N ROCKY RIVER RD (SR 1007)
(SHEET C12)
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2. INSTALL CONCRETE THRUST BLOCK PER DETAIL 16 ON DETAIL SHEET D4.
3. CONTRACTOR SHALL COORDINATE WITH ENGINEER/OWNER TO CLOSE VALVES ON EITHER SIDE OF CONNECTION TO
REMOVE PRESSURE ON EXISTING 16" WATER MAIN PRIOR TO MAKING CONNECTION.
4. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF EXISTING GAS LINE AND CONTRACTOR SHALL COORDINATE
WITH GAS COMPANY TO RELOCATE EXISTING GAS LINE BELOW THE PROPOSED 16" WATERMAIN IF THERE IS A UTILITY
CONFLICT.
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(SHEET C13)
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DESIGNED: MILT, WPS
DETAILED: KTH
CHECKED:
APPROVED:
DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
C29
SHEET
33 OF 40

7
0 O
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STEEL POST
SIDE VIEW
MIN. 10 GA.
LINE WIRES
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS
WOVEN WIRE FABRIC
FILL SLOPE
'> GRADE
SILT FENCE GEOTEXTILE FABRIC
F
VARIABLE AS DIRECTED BY THE ENGINEER
IIII■■■■■■■■■■■■■�■■IIIII
Ili!!:!il:ll:�I■■■■■■■■mTO
SEC ND
WIRE FROM•' .�9302
4"01;1
III
FRONT
III c
NOTES:
1. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. SEE NC DEQ SEDIMENT DESIGN MANUAL FOR CONSTRUCTION
SPECIFICATIONS, WHERE PRACTICE APPLIES AND PLANNING
CONSIDERATIONS.
4. SILT FENCE SHOULD NOT BE USED ALONE BELOW GRADED
SLOPES GREATER THAN 10' IN HEIGHT.
SILT FENCE
NO SCALE
PLASTIC OR
WIRE TIES
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
GRADE
Ix
IIIII-11'
fill!\\ 11Ml 111/' l 1 1
MATTING
MATTING F
(NOTE 4) _
NORMAL HIGH
WATER Z�
ORIGINAL
GRADE
NOTE 5
LAYER OF
FILTER FABRIC
C/L CHANNEL
CLASS 1 RIP -RAP, 24" THICK
(CLASS B RIP-RAP,18" THICK
CHANNEL BED FOR DITCH STABILIZATION)
GRANULAR FILL
(NOTE 3)
NOTES:
1. SEE TEMP COFFER DAM DETAIL E ON THIS SHEET.
2. IDENTICAL FOR OTHER SIDE OF CREEK.
3. PROVIDE GRANULAR FILL (NO. 78 STONE) BETWEEN CONCRETE ENCASEMENT AND RIP -RAP
BENEATH CHANNEL BED AND UP EACH BANK UNTIL DISTANCE BETWEEN CONCRETE AND
RIP -RAP EXCEEDS 12 INCHES.
4. PROVIDE MATTING TO TOP OF BANK AND WHERE INDICATED ON PIPING PROFILES FULL
WIDTH OF DISTURBED AREA.
5. CONCRETE ENCASEMENT SHALL TERMINATE AT A PIPE JOINT.
CREEK AND DITCH STABILIZATION
NO SCALE
JT
GH STRENGTH STRAPPING
)R HOLDING HOSE IN PLACE
WATER FLOW FROM PUMP
OPENING TO ACCOMMODATE
UP TO 4-INCH DISCHARGE HOSE
NOTES: -" . ".1-1' ,. -
(3-IN THICK NCDOT NO. 57 STONE)
1. CONTRACTOR SHALL SIZE DEWATERING BAG BASED ON FLOW CONDITIONS AND IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS.
2. FLOW FROM THE DEWATERING BAG(S) SHALL NOT HAVE A TURBIDITY GREATER THAN 50 NTU.
3. THE DEWATERING BAG SHALL BE MADE OF NON -WOVEN GEOTEXTILE WITH A MIN. SURFACE AREA OF 225 SQUARE FEET
PER SIDE.
4. ALL STRUCTURAL SEAMS SHALL BE SEWN WITH A DOUBLE STITCH USING A DOUBLE NEEDLE MACHINE HIGH STRENGTH
THREAD.
5. THE SEAM STRENGTH SHALL WITHSTAND 100 LB/IN USING ASTM D-4884 TEST METHOD.
6. THE GEOTEXTILE FABRIC SHALL BE A 10 OZ NON -WOVEN FABRIC.
7. DISCHARGE FROM THE DEWATERING BAG SHALL BE DIRECTED SUCH THAT PRE -DISTURBANCE HYDROLOGY IS NOT
CHANGED.
8. SECURE DEWATERING BAG IN PLACE OUTSIDE OF STREAM CHANNEL WITH STAKES AND ROPE TO AVOID ROLLING.
DEWATERING BAG DETAIL
NO SCALE
2'-0" POST (TYP)
SILT FENCE SILT FENCE
o PLAN
w 1--STONE OUTLET��
0 o O NO SCALE
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SECTION 2
A
SEDIMENT CONTRI," -wim"
om onn
CONCRETE ENCASEMENT
NO SCALE
NOTES:
1. SEE CREEK AND DITCH STABILIZATION DETAIL B THIS SHEET FOR DETAILS.
PLAN
PIPE
A
OW
STONE
2' MIN.
EARTH BERM
STRUCTURAL STONE
12" MIN
12'r 2' MIN. z' ROADWAY
12" MIN, SHOULDER
°
00 11
DIVERSION POINT FLOW _
`t'� °a 000c?.j MIN. p*
00s,
°0
8' MIN. _
SEDIMENT CONTROL STONE PIPE/D*-36" PIPE MAX.
SECTION A -A
NOTES:
1. USE CLASS B EROSION CONTROL STONE FOR STRUCTURAL STONE.
2. USE NO. 5 OR NO.57 STONE FOR SEDIMENT CONTROL STONE.
3. CONSTRUCT TOP OF BERM A MINIMUM OF ONE FOOT BELOW THE SHOULDER OF
DIVERSION POINT.
4. PROVIDE A TOTAL SEDIMENT TRAP VOLUME OF 36--± CUBIC FEET PER ACRE OF
DISTURBED AREA. SOME OF THE REQUIRED VOLUME MAY BE PROVIDED BY UP OR
DOWNSTREAM CONTROLS.
5. DO NOT INSTALL WHEN DEVICE WILL BE WITHIN 30 FEET OF VEHICULAR TRAVEL LANE.
INLET PROTECTION
NO SCALE
W
CREEK SAND BAGS AROUND W/2
BANK COFFER DAM BOTH PHASES
--- --- -- ---
PHASEII PHASE
COFFER DAM COFFER DAM
' 1
I\
CREEK
BANK ---------------- 'A '
(NOTE 4)
SURGE STONE IS LAID TO
REMAIN UNTIL MATERIAL
FROM PHASE II IS BEING
REMOVED
PLAN VIEW
40' MAX
SAND BAGS (TYP BOTH SIDES)
APPR X WATER LEVEL
6'-0"
O Z
M
APPROX CREEK
BED
DI WATERLINE H '
_ RIP -RAP OR APPROVED
NON -ERODING MATERIAL
NOTES: ELEVATION VIEW
1. CONSTRUCT TEMP COFFER DAM AND INSTALL PIPING IN TWO PHASES TO MAINTAIN FLOW IN CREEK OR
PROVIDE TEMPORARY PUMPING AROUND COFFER DAM AT CONTRACTORS OPTION.
2. ALTERNATE COFFER DAM CONSTRUCTION THAT MINIMIZES SILTATION IN CREEKS MAY BE ACCEPTABLE.
3. AFTER PIPELINE AND PERMANENT RIP -RAP ARE INSTALLED, ALL COFFER DAM MATERIAL SHALL BE REMOVED.
4. CONTRACTOR SHALL MINIMIZE CREEK BANK DISTURBANCE.CLEARING AND GRUBBING WITHIN CREEK BANKS
SHALL BE LIMITED TO THAT REQUIRED BY CONTRACTOR FOR INSTALLATION OF THE PIPELINE. ALL
DISTURBED AREAS BETWEEN CREEK BANKS SHALL BE STABILIZED WITH RIP -RAP.
5. CONTRACTOR SHALL DEWATER COFFER DAM BY PUMPING TRAPPED WATER INTO A SILT BAG. CONTRACTOR
SHALL NOT PUMP TRAPPED WATER DIRECTLY INTO CREEK. CONTRACTOR SHALL KEEP AN EXTRA SILT BAG
ON SITE AT ALL TIMES DURING DEWATERING OPERATIONS.
TEMP COFFERDAM FOR CREEK CROSSING
NO SCALE
u-
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STAPLE III ` Illmlll=l
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MATTING IN DITCHES
10" 10„�
4" 30,
B Staple
...-- Check
MATTING IN SLOPES
Staple Check Potterr
4 99
Staple 4 9�
18" MIN. EXISTING
BACKFILL GROUND
6" MIN
Q STAPLES ON
1' CENTERS IN
TRENCH
L 6" MIN
MATTING SHALL BE STAPLES ON
PLACED IN TRENCH 1' CENTERS IN
AND BACKFILLED TRENCH
DIAGRAM OA
6
3'
X�Staple
X
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X
DIAGRAM (:�
IR.11�11
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT
SOIL REINFORCEMENT MAT (PSRM) INSTALLATION.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO
A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1 INCH AND
NOT LESS THAN 6 INCHES IN LENGTH.
DIAGRAM (�)
EROSION CONTROL MATTING
NO SCALE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
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CHECKED:
APPROVED:
DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
D1
SHEET
35 OF 40

NOTES
1. NO PIPE SHALL BE SUPPORTED BY BELL.
2. END SECTIONS LESS THAN 4' MAY BE UNSUPPORTED.
3. WALL THICKNESS AS PER TABLE UNLESS OTHERWISE SHOWN
ON PLAN.
4. MASONRY SEAL AT ENDS -- 2" x 4" WEEP HOLE AT LOW END.
5. ALL PRESSURE PIPES TO HAVE TRACING WIRE IN ALL CASING
STEEL ENCASEMENT PIPE
DER SUPPORT AND SPACER SHALL BE AS SPECIFIED
NTRACTOR RESPONSIBLE FOR
;PECTING MATERIALS AND WELDS
INSURE ALL SPIDERS WILL
VCTION PROPERLY.
CARRIER PIPE
CASING PIPE ID
WALL THICKNESS
STREET CROSSINGS
WALL THICKNESS
RAILROAD CROSSINGS
4"
8"
0.188"
0.188"
6"
12"
0.188"
0.250"
8"
16"
0.250"
0.281 "
10"
16"
0.250"
0.281 "
12"
20"
0.281 "
0.344"
16"
30"
0.344"
0.375"
24"
30"
0.406"
0.469"
30"
42"
0.500"
0.594"
36"
1 54"
0.500"
0.781 "
BORES.
6. GROUT ANNULAR SPACE BETWEEN CARRIER PIPE AND
CASING AS SPECIFIED PER NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES.
PIPE ENCASEMENT
NO SCALE
SAWCUT EXISTING PAVEMENT (TYP)
WHERE OPEN CUTTING NCDOT ROADWAYS,
MILL THE ENTIRE AREA 1.5" FROM 15' BACK
FROM THE EDGE OF THE FINAL PAVEMENT CUT
AND PROVIDE A 50 FT MECHANICAL OVERLAY OF
THE ENTIRE AREA WITH 2.0" ACSC TYPE S-9.513
FOR A TOTAL FINISHED ASPHALT DEPTH OF 13" -
EXISTING PAVEMENT
FOR NCDOT ROADWAYS OR
COMMERCIAL/INDUSTRIAL DRIVEWAYS, MATCH
EXISTING ASPHALT BASE THICKNESS OR PROVIDE
ASPHALT PAVEMENT
MATCH EXISTING THICKNESS
SHOULDE ROAD
SUBGRADE
FOR DISTANCE BEYOND -
TOE OF SLOPE REFER - -_
TO PLAN AND PROFILE z J SHOULDER
OpJ=
1- z Q z
END
CDCLOSURE
CARRIER PIPE
OR 2.0" ACSC TYPE S-9.513 J
(WHICHEVER IS GREATER) z Y
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11" ACBC TYPE B 25.00 (WHICHEVER IS GREATER). II I PIPE �I
FOR RESIDENTIAL DRIVEWAYS, MATCH EXISTING
ASPHALT BASE BASE THICKNESS OR PROVIDE 6" ACBC
TYPE B 25.00 (WHICHEVER IS GREATER). -III-III-III= =III=III=
NOTES:
1. MINIMUM DENSITY FOR ALL ASPHALT COURSES SHALL BE 92%.
2. ASPHALT CONCRETE SURFACE COURSE (ACSC) SHALL BE PLACED & COMPACTED IN MAXIMUM OF 1.5" LIFTS.
3. ASPHALT CONCRETE INTERMEDIATE COURSE (ACIC) SHALL BE PLACED AND COMPACTED IN MAXIMUM OF 4.0" LIFTS.
4. ASPHALT CONCRETE BASE COURSE (ACBC) SHALL BE PLACED & COMPACTED IN MAXIMUM OF 4.0" LIFTS.
5. SAW CUT EDGES OF CUT TO PROVIDE A SMOOTH, EVEN EDGE FOR THE PATCH, & PREVENT DAMAGE TO THE EXISTING
ASPHALT WHICH WILL REMAIN IN PLACE.
6. ONLY HALF OF THE ROAD WIDTH SHALL BE OPENED AT ONE TIME IN ORDER TO MAINTAIN TRAFFIC. NO TRENCH SHALL
BE LEFT OPEN OVERNIGHT.
7. TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE FHWA'S MUTCD.
8. BACKFILL TO BE FREE OF ROCKS, FOREIGN MATERIAL OR FROZEN EARTH.
9. BACKFILL COMPACTED TO:
A. 95% MAXIMUM DRY DENSITY UNDER ROADS, DRIVEWAYS, SIDEWALKS OR IN AREAS WHERE RESTRAINED JOINTS
ARE USED.
B. 95% MAXIMUM DRY DENSITY IN NCDOT RIGHT OF WAY. REFER TO SPECIFICATIONS AND NCDOT ENCROACHMENT
AGREEMENTS FOR ADDITIONAL REQUIREMENTS.
10. BACKFILL COMPACTED IN MAXIMUM OF 8" LIFTS OVER PIPE & MAXIMUM OF 6" LIFTS AROUND PIPE.
11. PATCHES & OVERLAYS:
A. ALL OPEN CUTS IN NCDOT ROADWAYS SHALL BE BACKFILLED, PAVED AND TRAVERSABLE PRIOR TO REMOVING
LANE CLOSURE. IN ALL OTHER AREAS, OPEN CUTS SHALL BE PATCHED WITHIN 7 DAYS OF COMPLETION OF THAT
PARTICULAR CUT.
B. ALL OPEN CUTS OF NCDOT ROADWAYS SHALL BE OVERLAID 30 DAYS AFTER PAVEMENT REPAIR.
C. WHERE OPEN CUTS RUN ACROSS THE ROADWAY CENTERLINE, THE OVERLAY SHALL BE FROM THE EDGE OF
PAVEMENT TO THE EDGE OF PAVEMENT.
D. WHERE OPEN CUTS DO NOT CROSS THE ROADWAY CENTERLINE, THE OVERLAY SHALL BE FROM THE EDGE OF
PAVEMENT TO THE ROADWAY CENTERLINE, UNLESS THE ROADWAY CROWN POINT WOULD DICTATE OTHERWISE.
E. REFER TO SPECIFICATIONS AND NCDOT ENCROACHMENT AGREEMENTS FOR ADDITIONAL REQUIREMENTS.
12. IF PAVEMENT SETTLEMENT OCCURS, THE CONTRACTOR SHALL REPATCH AT NO ADDITIONAL EXPENSE TO THE OWNERS.
13. FOR CITY STREETS, ANY REQUIREMENTS FROM CITY STREET CUT PERMIT SHALL BE FOLLOWED AND MAY SUPERSEDE
THIS DETAIL, IF MORE STRINGENT.
14. ALL PAVEMENT MARKINGS DISTURBED DURING THE EXECUTION OF THE WORK SHALL BE REPLACED IN ACCORDANCE
WITH NCDOT SPECIFICATIONS.
*REFERENCE TO DENSITY BASED ON STANDARD PROCTOR AS DETERMINED BY AASHTO T99 (ASTM D-698).
PAVEMENT REPAIR Lo�
NO SCALE
C/L DITCH
5' MIN
- - - - - - - -
- - - - - SLOPE
STEEL CASEMENT
PIPE 8"
1/2 CU YD GRAVEL PIPE A
ENCASEMENT -
8"
TYPICAL PIPE CROSSING
1 D
\ _ 8"
COMMON BRICK MORTAR:
WEEPHOLES 1 PART PORTLAND CEMENT
2 PARTS SAND
END CLOSURE SECTION
NOTES:
1. SEE DRAWINGS FOR LOCATION, SIZE AND LENGTH OF STEEL PIPE CASINGS.
2. INSTALL DRAINS EACH SIDE OF CARRIER PIPE IN DOWNHILL END WALL.
CASEMENT PIPE UNDER ROAD
NO SCALE
NOTE 2 1 I NOTE 2
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EMBEDMENT DEPTHS BELOW PIPE
a
a
D
MIN SOIL
MIN ROCK
in
mm
in
mm
27" (675 mm) & SMALLER
3
75
6
150
30" (750 mm) TO 60" (1500 mm)
4
100
9
225
66" (1650 mm) & LARGER
6
150
12
300
NOTES:
1. MINIMUM COVER IS 48".
2. SIDEWALL CLEARANCE IS AS NOTED IN MINIMUM TRENCH
WIDTH TABLE.
3. REFER TO SPECIFICATION SECTION 02202 FOR TRENCHING
AND BACKFILL REQUIREMENTS.
WATERLINE TRENCH
NO SCALE
2'-0" SQ X 6" THICK
12" 1 12"
EXISTING
CONCRETE CONCRETE
COLLAR PAVEMENT
#3 BARS
CAST IRON
TRAFFIC COVER
3/4" CHAMFER
(TYM
L VALVE NO. AS INDICATED
ON DRAWINGS OR
SPECIFIED, PRESSED NOTE:
INTO CONCRETE PRECAST CONC COLLARS
W/ STAMPED VALVE NOS.
ARE NOT ACCEPTABLE
CONCRETE COLLAR
NO SCALE
12" MIN TRENCH WIDTH AS SPECIFIED
SAW CUT EXISTING
PAVEMENT AND
REMOVE PRIOR TO
EXCAVATION OF TRENCH
(SEE NOTE 2) FIBERMESH
CONCRETE
CONCRETE
SLAB
5'-0" M I N
(LEVEL)
DIP BLOWOFF
PIPING
#4@12"
EWT&B
SECTION
1
NO SCALE
_
RJ 90° BEND ROTATE
-
TO DESIRED DIRECTION OF
DISCHARGE
G
CONCRETE
COLLAR NOTE 3
MIN
_
(TYP)
-
NOTE 2
�
RESILIENT -SEATED GATE
VALVE (SEE NOTE 1)
WATER MAIN - 1
+
TANGENTIAL i
OUTLET (NOTE 4)
RESTRAINED JOINTS
(TYP ALL JOINTS)
WATERLINE TRENCH -
BEDDING (DETAIL F/D2)
LEGEND
Bc OUTSIDE DIAMETER OF PIPE
H COVER ABOVE TOP OF PIPE
D NOMINAL PIPE SIZE
a EMBEDMENT BELOW PIPE (SEE TABLE)
HAND PLACED EMBEDMENT
COMPACTED EMBEDMENT*
GRANULAR EMBEDMENT
D ° CONCRETE
D
MINIMUM TRENCH WIDTHS
NOMINAL PIPE SIZE
MINIMUM TRENCH WIDTH
CLEARANCE
LESS THAN 27 in.
PIPE OD PLUS 24 in.
12 in.
27 in. THROUGH 60 in.
PIPE OD PLUS NOMINAL PIE SIZE
ID/2
GREATER THAN 60 in.
PIPE OD PLUS 70 iN
30 in.
CLEARANCE =MINIMUM SIDE CLEARANCE; OD = OUTSIDE
DIAMETER (OR SPAN) OF CONDUIT; ID = INSIDE DIAMETER (OR
SPAN) OF CONDUIT.
12" MIN
a
D
G
4
D '
D '
d
D
a
UNDISTURBED
SOIL
6" MIN CABC
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p Q pQ. pQ pQ pQ pQ. pQ pQ
THICKNESS SAME AS
EXISTING CONCRETE
(4" MIN).
BACKFILL
NOTE:iv
1. CONTRACTOR SHALL COMPACT SUB -GRADE TO 100%.
2. CONTRACTOR SHALL TO THE NEXT EXPANSION JOINT OR A
MINIMUM 5 FEET FROM OUTSIDE TRENCH WALL.
CONCRETE DRIVEWAY REPAIR %�
NO SCALE
SECTION
NO SCALE -
AS NEEDED FOR POSITIVE DRAINAGE
MIN RJ 45° BEND
CLASS 1
RIP -RAP, 2
z FEET THICK
1 0 �
LAYER OF FILTER
FABRIC
- RJ HORIZ FITTINGS
AS REQD TO REACH
DISCHARGE POINT AND
90° RJ VERT BEND
1/2" DIA DRAIN HOLE AT
LOW POINT IN BLOWOFF
PIPING
BLOW OFF
NO SCALE
FINISH
PLACE CLASS 1 RIP -RAP O
EACH SIDE OF DITCH OR
STREAM 8' EACH SIDE OF
DISCHARGE POINT
2
NOTES:
1. VALVE OPERATOR SHALL BE PLACED TO INSURE THAT BLOWOFF DOES NOT GET
MAINTENANCE PERSONNEL WET DURING OPERATION.
2. EXTEND PIPE ABOVE NORMAL TOP OF CREEK BANK ELEVATION.
3. ALL PIPING ABOVE GRADE SHALL BE FACTORY PRIMED AND FIELD COATED.
FIELD COATING SHALL CONSIST OF FIRST COAT EPDXY ENAMEL (7 MILS)
AMERON "AMERCOAT 385 EPDXY",CARBOLINE "890" OR TNEMEC "SERIES 69
HI -BUILD EXPDXOLINE 11" AND FINAL COAT ALIPHATIC POLYURETHANE (7 MILS) AMERON
"AMERSHIELD ALIPHATIC POLYURETHACE", CARBOLINE "CARBOTHANE 134 HS", OR
TNEMEC "SERIES 74 ENDURASHIELD". THE FINAL COAT SHALL BE AWWA BLUE IN COLOR.
4. TANGENTAL OUTLET AND BLOWOFF PIPE SIZING SHALL BE AS INDICATED ON PLANS.
WIDTH AS SHOWN ON PLAN DRAWINGS
DRIVE
PROFILE
GRADE
1 2% SLOPE
4" MIN COMPACTED ABC STONE
FILTER FABRIC 6" MIN COMPACTED
NOTE: SUBGRADE
1. CONTRACTOR SHALL COMPACT SUB -GRADE TO 100%.
GRAVEL DRIVEWAY REPAIR
NO SCALE
DI BOTTOM
SECTION
(TYP)
3 FACE BRICK T -
ON COMPACTED
BACKFILL TO
SU P)ORT BOX `, 10", // ;`�``
RESTRAINED GATE
VALVE (W/ BEVEL
GEAR ACTUATOR)
#4@12" O.C. E.W. T.&B.
REINFORCED CONCRETE
SLAB (4000 P.S.I. CONCRETE)
INISH GRADE
' "✓(NOTE 4)
3" CLEAR (TYP)
COMPACTED FILL
1. THE FLUSHING VALVE PORT DIAMETER SHALL BE SIZED ACCORDING TO THE VALVE SIZE.
2. EXTEND SS PIPE AS NEEDED TO ALLOW FOR VALVE BOX RISER. SS PIPE SHALL BE
SIZED ACCORDING TO FLUSHING PORT DIAMETER.
3. 200 PSI RATED SS BALL VALVE SIZED ACCORDING TO FLUSHING PORT DIAMETER.
4. EXTEND SUPPORT SLAB 6" BEYOND OUTSIDE SS FLUSHING VALVE END CONNECTION.
BURIED 36" GATE VALVE��
NO SCALE
r
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DESIGNED: MLT, WPS
DETAILED: KTH
CHECKED:
APPROVED:
DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
PROJECT NO.
186110
D2
SHEET
36 OF 40

ROAD EDGE
THICKNESS �F
2-3" COARSE
AGGREGATE
NOTES: NOTES: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE.
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION
VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT
FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE
NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF FREQUENT CHECKS
OF THE DEVICE AND TIMELY MAINTENANCE.
6. USE 2-3" COARSE AGGREGATE STONE OR OTHER COARSE AGGREGATE APPROVED
BY THE ENGINEER.
7. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM
BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
8. INSTALL TEMPORARY DRAINAGE CULVERT TO MAINTAIN EXISTING DRAINAGE DITCH
FLOW AND PREVENT SURCHARGING ONTO THE EXISTING ROADWAY.
CONSTRUCTION ENTRANCE
NO SCALE
PAINT COLORS
BODY...................FIRE HYDRANT RED - RUST-OLEUM ENAMEL # 1210 FIRE HYDRANT RED
BONNET...............HIGH GLOSS WHITE - RUST-OLEUM ENAMEL # 2766
CAPS....................HIGH GLOSS WHITE - RUST-OLEUM ENAMEL # 2766
HYDRANTS TO BE SET AT
BURY LINE- EDGE OF R/W AT PROPERTY
TO BE SET AT CORNERS
EXIST. GRADE
LEVEL
tip b" MECHANICAL JOINT
b" DUCTILE IRON - GATE VALVE
BURY LEADER WITH
MEGALUGS 14 GA. STRANDED BLUE COATED
COPPER TRACER WIRE
❑ 0
N0.67 MECHANICAL JOINT
WASHED
STONE p p "LOCKED"
HYDRANT TEE
0 0
18" x 18" x b' A MINIMUM OF b" OF CONCRETE
WILL BE PLACED UNDER THE BASE
FIRE HYDRANT INSTALLATION
NOTES: NO SCALE
1. SEE DETAIL SHEET D4 FOR STANDARD VALVE BOX
DETAIL AND INSTALLATION.
36" SQ ALUMINUM HATCH
BILCO TYPE JAL-H20 OR
EQUAL
FINISHED GRADE
PRECAST
ADJUSTING RINGS
o /// AS REQD TO ALLOW FOR REMOVAL
FLANGED 90° AND MAINTENANCE OF VALVE
ASSEMBLY, 12" MIN
cn w 3/4" BV W/ SHORT PIPE CONNECTION AS
0 SPOOL AND NPT THREADED D �- D RECOMMENDED BY
Q z CAP. AVOID INTERFERENCE CAV MANUFACTURER
w W/ SHUTOFF VALVE ACTUATOR
U) COMBINATION AIR RELEASE &
PROVIDE INSULTATING FLANGE a VACUUM RELIEF VALVE, SIZE
AS SPECIFICED
IF DISSIMILAR METALS BETWEEN D
VALVE AND PIPE MATERIALS
SEE NOTE 2 TAPPING SLEEVE AND
PIPING SIZED TO MATCH
4" (TYP) a a CAV VALVE SIZING
6'-0" ID PRECAST / -
TT UNDISTURBED SOIL
CONC RISER �\\,�
GRANULAR PIPE
ACTUAL TRENCH SIDESLOPE PIPE OD + 6" TRENCH EMBEDMENT TO C/L
TO BE DETERMINED BY CUTOUT OF MH BOTTOM TRANSMISSION
CONTRACTOR IN MAIN
ACCORDANCE WITH ALL C/L TRANSMISSION #5@12" EWT&B CAST -IN -PLACE OR
APPLICABLE SAFETY LAWS & MAIN (TYP) PRECAST CONC
REGULATIONS FOOTING (TYP)
NOTES:
1. SEE PLAN AND PROFILE SHEETS FOR APPROXIMATE LOCATION OF MANHOLE. AIR
RELEASE MH ASSEMBLY TO BE INSTALLED AT HIGH POINT OF TRANSMISSION MAIN.
PRECISE LOCATION AND ORIENTATION OF MANHOLE TO BE DETERMINED IN THE FIELD
BY THE ENGINEER BASED UPON THE CONDITIONS ENCOUNTERED. CONTRACTOR TO
VERIFY AND COORDINATE MIN COVER AS REQUIRED BASED ON INTERIOR PIPING AND
VALVE SIZE AND CONFIGURATION. TRANSMISSION MAIN TO SLOPE DOWN AWAY
FROM EITHER SIDE OF MANHOLE AS INDICATED ON THE DRAWINGS.
2. PLUG THE ANNULAR SPACE BETWEEN THE TRANSMISSION MAIN AND THE PRECAST
CONCRETE RISER ABOVE THE GRANULAR PIPE EMBEDMENT TO PREVENT BACKFILL
MATERIALS FROM ENTERING INTO THE MANHOLE. THE MATERIAL AND METHOD FOR
PLUGGING THE ANNULAR SPACE IS TO BE ACCEPTABLE TO ENGINEER (TYP).
AIR RELEASE MANHOLE��
NO SCALE
CONSTRUCTION
ACCESS ROAD
STREAM
CHANNEL
CLASS B STONE
NATURAL
GROUND
10:1
4 - 1/2" STAINLESS LIFTING UNIT
STEELTHREADED
ROD WITH WASHER
6"
AND NUTS MIN
j" • . a:. �fi�l
Z -11 I=III:
PRECAST
CONCRETE WITH
SS NUTS AND BOLTS
VAR.
r► A
0
0
PLAN
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00 z
PRECAST
e� CONCRETE WITH
SS NUTS AND BOLTS
° I 6" MIN
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- 4 x 4 D5\D5
WELDED WIRE
REINFORCEMENT
NOTES:
1. ANTI -SEEP COLLARS SHALL BE PLACED AT THE LOWER UTILITY LINE GRADIENT
AT THE WETLAND BOUNDARY AND EVERY 150FT UP THE UTILITY LINE GRADIENT
UNTIL THE UTILITY EXISTS THE WETLAND AREA. 2'(MAX. )
2. UNDERPAID MATERIAL AROUND THE OUTSIDE OF THE PIPE SHALL CONSIST OF
1/8" RUBBER SHEET WITH 1/4" NEOPRENE SPONGE PADDING EXTENDING 2"
MINIMUM BEYOND THE WIDTH OF THE ANTI -SEEP COLLAR TO PREVENT
CONCRETE FROM CONTACTING PIPE SURFACE.
3. CONCRETE INTERIOR SURFACE SHALL BE SMOOTH.
MATTIN(
ANTI -SEEP COLLAR
NO SCALE
6" #57 STONE IN ACCORDANCE
WITH SECTION 1005 OF NC DOT
STANDARD SPECIFICATION
CROSS PIPE(S): SIZE
DETERMINED BY CONTRACTOR
CLASS B STONE
L► A a
v
PLAN VIEW
#57 STONE, 6" DEPTH (MIN.)
- 612"MIN.
0
NATURAL N
10.1 GROUND
CLASS B STONE
CROSS PIPE (S) (SEE NOTE)
FILTER FABRIC VAR.
SECTION A -A
NOT TO SCALE
TEMPORARY STREAM CROSSING ��
NOTES: NO SCALE
1. CAPACITY OF PIPE CULVERT(S) SHALL BE BANKFULL FLOW.
fl 1 ALVEBOX CONCRET G
D4 BOX COLLAR p2
6" DIP
BELL OF SOIL PIPE
WILL RECEIVE BOTTOM
SECTION OF VALVE BOX
3 FACE BRICK
ON COMPACTED
BACKFILL TO
SUPPORT BOX
2 - #3 BARS EW
PROVIDE VALVE STEM EXTENSION
WHERE DEPTH TO OPERATE EXCEEDS
4'-0" PIN STEM TO HAVE OPERATING
NUT (SEE INSET DETAIL)
SIDE VIEW
2" AWWA SQUARE
OPERATING NUT
1 1/4" DIA STEEL SHAFT
EXTENSION, MACHINE TO
MATCH NUT
1 /8" FLAT P L.
CENTERING GUIDE
ADAPTER TO FIT AWWA
SQUARE NUT
VALVE STEM
EXTENSION DETAIL
CDREINFORCED CONCRETE
(N SLAB (4000 P.S.I. CONCRETE)
N 30" SQ X 6" THICK
GATE VALVE INSTALLATION 16" DIA AND SMALLER
NO SCALE NOTES:
0 o p 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS.
O J
U- 0 0_
nTrrL POST
VARIABLE AS DIRECTED BY THE ENGINEER
OVEN WIRE FABRIC MIN. 10 GA.
LINE WIRES
/ARNING SIGN WARNING SIGN
RANGE, UV RESISTANT
IGH-TENSILE STRENGHT
OLY BARRICADE FABRIC TREE PROTECTION
YPICAL) AREA DO NOT
ENTER
GRADE
EXCELSIO�
WATTLE
MATTING-
VEE DITCH
SN��. USE`MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
j USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
/ CROSS SECTION.
Inset A ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
EDGE
OF PAVEMENT INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
PROVIDE STAPLES
OF 0.125 IN. DIAMETER
FORMED INTOAU SHAPE NOT LESSTHAN12"IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
BACK
SLOPE\ INSTALL MATTING IN ACCORDANCE WITH SPECIFICATIONS.
ISOMETRIC VIEW
2' UPSLOPE
STAKE NATURAL GROUND
2' DOWNSLOPE
STAKE
INSET A INSET B
2 IN. 2' UPSLOPE FLC
[-STAKE NATURAL GROUND
MATTING' 2' DOWNSLOPE
CROSS SECTION STAKE
TRAPEZOIDAL DITCH
WATTLE DETAIL
NO SCALE
8' MAX
ORANGE, UV RESISTANT
HIGH -TENSILE STRENGTH
IIIII IIIII POLY BARRICADE FABRIC
IIIII (TYPICAL)
FRONT VIEW
TREE EX. TREE DBH
® PROTECTION MIN. (FT) =
FENCE EX. TREE PIT DBH (IN)x1.25
STREET
A. IN TREE PIT
D. SQUARE LAYOUT
MIN. (FT) _
DBH (IN)x1.25
EX. TREE DBH
E. CIRCULAR LAYOUT
TREE
PROTECTION
FENCE
TREE
PROTECTION
FENCE _
MIN. (FT) _
DBH (IN)x1.25
EX. TREE DBH
BUILDING
TOP VIEW
PLASTIC OR
WIRE TIES
MIN. 12-1/2 GA.
INTERMEDIATE
PROVIDE WARNING
WIRES
LANGUAGE IN BOTH
40„___+
ENGLISH AND
SPANISH AS SHOWN
TREE PROTECTION
M
AREA DO NOT
ENTER
�
�
ZONA DE
PROTECCION PARA
ARBOLES - NO ENTIRE
MIN. (FT) _
DBH (IN)x1.25
EX. TREE DBH
SIDEWALK
STREET
B. BY SIDEWALK
IKLL
PROTECTION
FENCE
TREE
PROTECTION
FENCE
NOTES:
CONTRACTOR MUST PROVIDE AND
INSTALL TREE PROTECTION SIGNAGE.
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TREE PROTECTION FENCE LAYOUTS
7
NOTES:
1. IN ADDITION TO TREE PROTECTION CONTRACTOR SHALL UTILIZE TREE PROTECTION FENCING TO DELINEATE THE LIMITS OF CONSTRUCTION
2. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE EXCEPT WHERE SILT FENCE IS SPECIFIED
IN THE PLANS. CONTRACTOR ( SEE DETAIL THIS SHEET) SHALL NOT INSTALL SIGNS WHEN FENCING IS USED TO DELINEATE LIMITS
3. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE APPROVED BY
DESIGNED: MLT, WPS
ENGINEER/OWNER. OF CONSTRUCTION.
DETAILED: KTH
4. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.
CHECKED:
5. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER FOR THE
APPROVED:
REMAINDER.
6. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
DATE: JULY 2020
7. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
0 1/2 1
8. ADDITIONAL SIGNS MAY BE REQUIRED BY OWNER/ENGINEER ON ACTUAL FIELD CONDITIONS.
9. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE AND SPACED AS
IF THIS BAR DOES NOT
SHOWN.
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
CONSTRUCTION/TREE PROTECTION FENCE
PROJECT NO.
186110
NO SCALE
D3
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION I SHEET
„oF,o

NOTE: NO ENCASEMENT REQUIRED FOR SPACE GREATER
THAN 18" FOR WATER LINES
i / \/ i / \/ i / \/ \/
—LOWAB
RENCH
NE
�X
COMPR
FR RAP
PROP. PIPELINE OVER EXISTING PIPE PROP. PIPELINE UNDER EXISTING PIPE
CONCRETE CRADLE PROTECTION
FOR WATER LINE CROSSINGS �A�
NO SCALE
NOTE
A 27" DIAMETER PRE -CAST
RING SHALL BE PLACED
8 3/4" AROUND EACH VALVE BOX. 7 3/8"
7 1/2" 1/4„
2.. 4 3/4" � � 1/2" 3/4" i- 1 1/2,•
2 1/2"
7 1/4'" 1..
5/16"
4„ 4"
2"
3/8" r 1/4" 5/8'
61/4'" L 71/2"'
5.. 4 3/4'
T 5 1/2"
3/8" 6 3/4"
2 LUGS 3/8" x 1/4"
151/2" 11/2
10 1/4" 1"
7/16"
6"
7"
WATER
7 1/2"
TOP BOTTOM COVER
(SCREW TYPE)
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
VAvE BOX SCALE
UNION COUNTY, N C N.T.S.
DATE
11-17-06
CONCRETE RING
as
14 GAUGE STRANDED BLUE
COATED COPPER TRACER WIRE
2" WATER MAIN J
2" GATE VALVE -
MECHANICAL JOINT
GENERAL NOTES
1) METER BOX LID TO HAVE AMR LOCATOR (ALLIANCE 1200 OR
EQUAL FOR 50W ERT, STANDARD LID FOR 60W ERTI
21 BUILDER/PROPERTY OWNER TO INSTALL NIPPLE, VALVE AND
VALVE BOX BEFORE METER WILL BE SET.
31 METER AND ERT BY UNION COUNTY ly PREVAILING RATE
ELECTRONIC RADIO VALVE BOX BY
TRANSMITTER BUILDER/PROPERTY OWNER
i i u n
14 GAUGE STRANDED B" to 10" I I
BLUE COATED COPPER
TRACER WIRE ANGLE VALVE
(WITH LOCK WINGS) I I
EXPANSION /
�CONNECTGR
1 1/2" AMR METER I I
I I
CLEARANCE I = I
0.
— — -; i"— ann
(:HECK VALVE VALVE BY BUILDER/PROPERTY
OWNER
( TUBING CONNECTOR YOKE
BRASS NIPPLE BY
BUILDER/PROPERTY OWNER
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SCALE
N.T.S.
UNION COUNTY, N C METER INSTALLATION FOR AMR METERS DAB;
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GROUND LEVEL
VALVE BOX
6" PVC PIPE
RESTING ON BRICK
2"' GALVANIZED PIPE
3' LONG
2" BLOW -OFF / B
NO SCALE
CONCRETE PAD
VALVE BOX
TERMINATE 1' BELOW
GROUND LEVEL
° a
VALVE BOX
2" COUPLING
I
2" GALVANIZED PIPE
I ) /- 2' LONG
CONCRETE BLOCKING
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2" - 900 BEND
6" PVC PIPE
14 'GAUGE STRANDED BLUE COATED
COPPER TRACER WIRE
1.5' MIN (SEE NOTE 3)
PLAN VIEW
12" OF NCDOT #5
OR #57 WASHED STONE
FILTER CLOTH F�
MAINTENANCE:
CLEAN OUT SEDIMENT AND DEBRIS AND REPAIR WASH OUTS.
SEE N.C. DEQ EROSION and SEDIMENT MATTING /
CONTROL PLANNING and DESIGN MANUAL STABILAZATION
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA. QooQoo°oo
IIIIz:z IIII�
NOTES:
1. ENSURE THAT CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO
DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
2. THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
3. KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A
MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM.
CHECK DAM
UNION COUNTY PUBLIC WORKS DEPARTMENT - STANDARD DETAIL
SC ALE::
V4LV E BOX INSTALLATION,,-111UNION COUNTY, N.C. DATE:-4 -I A
PLAN 450 BENDS
ALSO 900. 22 1/20. 11 1120
r DITCH BANK
H� � CONCRETE
DITCH L
BANKS
MAX 45°/ ` — CONCRETE
UNDISTURBED
EARTH
DITCH
BANKS —
PLAN TEE
CONTRACTOR SHALL USE TIE RODS TO r SHIM AS NECESSARY
SECURE VERTICAL BENDS I
\ DITCH BOTTOM L DITCH
BOTTOM \
H/2 UNDISTURBED
a
EARTH 'i1 ,.
MIN- 1 1/2 CU YD
UNDISTURBED EARTH J OF CONCRETE
ELEVATION AT FITTINGS
VERTICAL BEND
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE-
UNION COUNTY, N C THRUST BLOCK DATE
16
11-17-06
NO SCALE
14 GAUGE STRANDED BLUE --\
COATED COPPER TRACER WIRE
SADDLE
COPPER
SERVICE TUBING
CONNECTOR
�- CORPORATION
1.5'
J\��
O� (]
���^�q 2MAX AT
CLASS "B" ����� �T CENTER
4' TO 6'
CROSS-SECTION VIEW
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
A B
PROFILE VIEW
APPROVED SERVICE: HARDWARE.
2-PVC
MUELLER
H-13420
FORD
S70
SADDLE UP TO 8°
SEE NOTE
FC 101
BALL CORPORATION
8-25008
F8100OG
YOKE 4H-5020
ANGLE BALL. VALVE B-24273
_
Y 502
BA94-323WG
CHECK VALVE
H-14247—A
IHHS91-323 _
CONNECTORS COPPER
STYLE 110
GRIP JOINT
EXPANSION CONNECT[ON
EC 23
NOTE:
ROMAC 101N SHALL REPLACE MUELLER FOR PIPE
DIAMETER UP TO 8"
SMITH BLAIR 317, FORD FC 202 OR ROMAC 202N
SHALL
REPLACE MUELLER FOR PIPE DIA, 12" AND UP
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
COUNTY, N.C. SERV C E CON.NECT OTSNC.T.S.
ALE:UNION
DATE:
- - - -- -_
10-4-11
ANCHORAGE SCHEDULE
11 1/42 BEND
22 1/22 BEND
452 BEND
902 BEND
TEE
TEST PRESSURE
PIPE SIZE
L
H
L
H
L
H
L
H
L
H
(P.S.1.)
6"
13"
1'0"
2'3"
110"
2'6"
1'6"
2'9"
1'6"
2'0"
1'6"
200
1'6"
13"
23"
1'6"
3'0"
1'6"
4'0"
1'6"
3'0"
1'6"
300
1'6"
1'6"
2"6"
1'9"
1 3"0"
2"0"
3"9"
2"0"
1 2"6"
2"0"
200
2'0"
1'6"
3'0"
2'0"
3'9"
2'3"
4'6"
2'6"
3'6"
2'3"
300
12"
2'6"
1'9"
4'0"
2'3"
43"
3'0"
5,0.,
3'3"
4'0"
3'0"
200
3'6"
2'0"
53"
2'6"
6'0"
3'3"
TO"
3'6"
5,0.,
3'6"
300
14"
3'0"
1'0"
4'0"
3'0"
4'6"
3"9"
6'0"
3"9"
4'6"
3"6"
200
4'0"
2"6"
53"
3'6"
6"0"
43"
6"6"
5"0"
5"0"
5"0"
300
16"
3.0"
2,9.
4'6"
1 3'6"
1 5"0'"
4'6"
7'0"
1 4'3"'
1 5"0"
4'0
200
4'0"
3"0"
63"
3'9"
6'5"
53"
8'0"
53"
7'6"
4'0"
300
THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY
OF 2000 P.S.F. AND A WATER TEST PRESSURE OF 150 P.S.I. SIZES OF THRUST
BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CAPACITY
OF SOIL VARIES.
PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND
PORTION OF PIPE BEING ANCHORED
ALL CONCRETE THRUST BLOCKS SHALL BE 2500 P.S.I. CONCRETE.
MAXIMUM VERTICAL DEFLECTION SHALL BE 22 1/20
JOINTS SHALL REMAIN FREE OF CONCRETE FOR INSPECTION, REPAIR OR
REPLACEMENT OF JOINTS.
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL 1
SCALE:
I
UNION COUNTY, NC THRUST BLOCK SPECIFICATIONS DATE:
11 17-06
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
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DESIGNED: MILT, WPS
DETAILED: KTH
CHECKED:
APPROVED:
DATE: JULY 2020
0 1/2 1
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAVVING
IS NOT TO FULL SCALE
PROJECT NO.
186110
D4
SHEET
38 OF 40

0
m
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.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and 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
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
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 an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day 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 documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
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
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency 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 30 days. 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.
(c) All data used to complete the Notice of Intent and older 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).
(a) 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.
(b) Anticipated bypasses and unanticipated bypasses.
(c) 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 Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar days, a report that contains a description of the
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.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, 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
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
.
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
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PROJECT NO.
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FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
D5
SHEET
39 OF 40

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 this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
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
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, 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
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
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.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
HIGH
COHE
LOW
SANDBAGS (TYP.) SOIL
OR STAPLES
10 MIL
SILT FENCE 11 PLASTIC SANDBAGS (TYP.)
SIDE SLOPE LINING OR STAPLES
(TYP.)
CLEARLY MARKED SIGNAGE SECT
ONCRETE NOTING DEVICE (18"X24" MIN.)
ASHOUT
AL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
75% OF THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
- CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
....AGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
ONCRETE NOTING DEVICE (18"X24" MIN.)
ASHOUT
PLAN
SANDBAGS(TYP.)
OR STAPLES
HIGH
O MIL
COHESIVE &
PLASTIC LINING If LOW FILTRATION
.1:1 SIDE SLOPE SOIL BERM
SECT
1. ACTUAL LOCATION DETERMINED INFIELD
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.
&CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
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.
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.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
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IF THIS BAR DOES NOT
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IS NOT TO FULL SCALE
PROJECT NO.
186110
I
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
D6
SHEET
40 OF 40