SW3210101_100-The Glenns Construction Drawings_20210111

THE
ISLE J JS
GLENCROFT DRIVE
WINGATEJ, NORTH CAROLINA, 28174
CONSTRUCTION DRAWINGS
PROJECT NUMBER: TRU-19030
DATE: DECEMBER 21,2020
SHEET INDEX
C0.00 GENERAL NOTES C7.04 ANSONVILLE ROAD GRADING & EROSION CONTROL PLAN
C1.00 OVERALL EXISTING CONDITIONS C7.05 ANSONVILLE ROAD LINE OF SIGHT
C1.01 EXISTING CONDITIONS - NORTH C7.06 ANSONVILLE ROAD TRAFFIC CONTROL PLAN PHASE 1
C1.02 EXISTING CONDITIONS - SOUTH C7.07 ANSONVILLE ROAD TRAFFIC CONTROL PLAN PHASE 1
C1.03 EXISTING CONDITIONS - EAST C7.08 ANSONVILLE ROAD TRAFFIC CONTROL PLAN PHASE 2
C1.04 EXISTING CONDITIONS - ANSONVILLE RD C7.09 ANSONVILLE ROAD TRAFFIC CONTROL PLAN PHASE 2
C1.05 DEMOLITION PLAN - NORTH C7.10 ROAD IMPROVEMENT SITE DETAILS
C1.06 DEMOLITION PLAN- SOUTH C7.11 ROAD IMPROVEMENT EROSION & SEDIMENT CONTROL DETAILS
C1.07 DEMOLITION PLAN - EAST C7.12 ROAD IMPROVEMENT TRAFFIC CONTROL DETAILS
C2.00 OVERALL SITE PLAN C7.13 CROSS SECTIONS - ANSONVILLE RD STA. 10+00 THRU 11+00
C2.01 SITE PLAN - NORTH C7.14 CROSS SECTIONS - ANSONVILLE RD STA. 11+50THRU 12+50
C2.02 SITE PLAN - SOUTH C7.15 CROSS SECTIONS - ANSONVILLE RD STA. 13+00 THRU 14+00
C2.03 SITE PLAN - EAST C7.16 CROSS SECTIONS - ANSONVILLE RD STA. 14+50 THRU 15+50
C3.00 OVERALL GRADING AND STORM DRAINAGE PLAN C7.17 CROSS SECTIONS - ANSONVILLE RD STA.16+OOTHRU 17+00
C3.01 GRADING AND STORM DRAINAGE PLAN - NORTH C8.00 SITE DETAILS
C3.02 GRADING AND STORM DRAINAGE PLAN - SOUTH C8.01 SITE DETAILS
C3.03 GRADING AND STORM DRAINAGE PLAN - EAST C8.02 SITE DETAILS
C3.04 STORM DRAINAGE SCHEDULE C8.03 STORM DRAINAGE DETAILS
C3.05 PADDING PLAN - NORTH C8.04 STORM DRAINAGE DETAILS
C3.06 PADDING PLAN - SOUTH C8.05 STORM DRAINAGE DETAILS
C3.07 PADDING PLAN - EAST C8.06 SANITARY SEWER DETAILS
C4.00 OVERALL UTILITY PLAN C8.07 WATER DETAILS
C4.01 UTILITY PLAN - NORTH C8.08 WATER DETAILS
C4.02 UTILITY PLAN - SOUTH C9.00 STORMWATER CONTROL MEASURE "A" PLAN VIEW
C4.03 UTILITY PLAN - EAST C9.01 STORMWATER CONTROL MEASURE "A" DETAILS
C5.00 PLAN AND PROFILE - DREW'S LANE STA. 10+00.00THRU STA. 22+00.00 C9.02 STORMWATER CONTROL MEASURE "A" DETAILS
C5.01 PLAN AND PROFILE - DREW'S LANE STA. 22+OO.00THRUSTA.26+04.37 C9.03 STORMWATER CONTROL MEASURE "A" DETAILS
C5.02 PLAN AND PROFILE - STREET B STA. 10+00.00 THRU STA.17+00.00 C9.04 STORMWATER CONTROL MEASURE "A" LANDSCAPE PLAN
C5.03 PLAN AND PROFILE - STREET B STA.17+00.00THRU STA. 29+00.00 C9.05 STORMWATER CONTROL MEASURE "B" PLAN VIEW
C5.04 PLAN AND PROFILE - STREET B STA. 29+00.00THRU STA. 35+98.51 C9.06 STORMWATER CONTROL MEASURE "B" DETAILS
C5.05 PLAN AND PROFILE - SS OUTFALL 11100" C9.07 STORMWATER CONTROL MEASURE "B" DETAILS
C5.06 PLAN AND PROFILE - SS OUTFALL 11100" C9.08 STORMWATER CONTROL MEASURE "B" DETAILS
C5.07 PLAN AND PROFILE - SS OUTFALL 11100" L5.00 OVERALL CODE PLANTING PLAN
C5.08 PLAN AND PROFILE - SS OUTFALL 11100" L5.01 CODE PLANTING - NORTH
C5.09 PLAN AND PROFILE - SS OUTFALL 11100" L5.02 CODE PLANTING - SOUTH
<° C5.10 PLAN AND PROFILE - SS OUTFALL 11100" L5.03 CODE PLANTING - EAST
�A�� C5.11 PLAN AND PROFILE - SS OUTFALL "100" L5.04 LANDSCAPING DETAILS
° C6.00 OVERALL EROSION CONTROL PLAN - STAGE I
GL c SITE C6.01 OVERALL EROSION CONTROL PLAN - STAGE II
ROFT�R C6.02 EROSION & SEDIMENT CONTROL DETAILS
MONROE EXPRESSWAY C6.03 EROSION & SEDIMENT CONTROL DETAILS
C6.04 EROSION & SEDIMENT CONTROL DETAILS
N C7.00 ANSONVILLE ROAD STATIONING PLAN
C7.01 ANSONVILLE ROAD DEMOLITION PLAN
C7.02 ANSONVILLE ROAD ROAD IMPROVEMENTS PLAN
C7.03 ANSONVILLE ROAD STRIPING PLAN
VICINITY MAP
N.T.S.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CONTACT
MICHAEL DUVAL
[e-mail]
PHONE: [phone] x350
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
PROJECT DIRECTORY
DEVELOPER
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
THE JOHN R. •:
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REVISIONS
NO. DATE
CONSTRUCTION
DRAWINGS FOR:
THE GLENNS
GLENCROFT DRIVE
WINGATE, NORTH CAROLINA, 28174
PROJECT NUMBER: TRU-19030
CS

GENERAL SITE NOTES:
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING
WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO
THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE
PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2. THERE MAY BE WETLANDS WITHIN THIS SITE. IT IS THE OWNER'S RESPONSIBILITY FOR WETLANDS JURISDICTION
AND PERMIT DISTURBANCE PRIOR TO ANY GRADING ACTIVITY.
3. WITHIN THE SIGHT DISTANCE TRIANGLES SHOWN, NO OBSTRUCTION BETWEEN 30" AND 72" IN HEIGHT ABOVE
THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR IN PART. OBSTRUCTIONS INCLUDE BUT ARE NOT
LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE.
4. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST TOWN OF WINGATE AND NCDOT STANDARDS AND
SPECIFICATIONS.
5. ALL DIMENSIONS SHOWN ON SITE PLAN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
6. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE
29CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. EXCAVATION
EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED
PROFESSIONAL ENGINEER, PROVIDED BY CONTRACTOR RESPONSIBLE FOR EXCAVATION.
7. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED APPROVAL HAS BEEN
OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION. THE CONTRACTOR SHALL
WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE EQUIPMENT.
8. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL
PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE
PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
9. EXISTING IMPROVEMENTS SLATED TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE
REPLACED/RESTORED TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER BY THE
CONTRACTOR RESPONSIBLE FOR THE DAMAGE.
10. SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO STANDARD PROCTOR MAXIMUM DRY
DENSITY OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
11. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC.
THAT MAY BE REQUIRED. THE CONTRACTOR SHALL INSTALL SUCH STANDARD APPURTENANCES AS REQUIRED TO
CLOSELY FOLLOW THE GRADES AND ALIGNMENTS DEPICTED ON THE PLANS.
12. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA 811" (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL
UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
13. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE UTILITY
COMPANIES FOR ANY REQUIRED RELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS, WATER METERS, ETC.).
14. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE RECORD DRAWINGS. THE
CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES BETWEEN
ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
15. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A PRE -CONSTRUCTION
CONFERENCE.
16. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING
WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF
SUCH NOTIFICATION HAS NOT BEEN GIVEN.
17. PAVEMENT SECTIONS SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO BEGINNING CONSTRUCTION.
GENERAL STORM DRAINAGE NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE TOWN OF WINGATE LAND
DEVELOPMENT MANUAL AND NCDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE SPECIFIED IN THIS
MANUAL.
2. ONLY REINFORCED CONCRETE PIPE IS ALLOWED WITHIN THE PUBLIC ROW AND FOR PUBLIC STORM PIPE.
3. ALL PRIVATE STORM DRAINAGE PIPE SHALL BE REINFORCED CONCRETE PIPE, CONTECH CORRUGATED METAL
PIPE, CORRUGATED METAL PIPE, OR HIGH DENSITY POLYETHYLENE (HDPE) PIPE, AS APPROVED BY THE CEC. NO
OTHER TYPE OF PIPE SHALL BE USED WITHOUT PRIOR APPROVAL FROM THE CEC. ALL PIPES SHALL BE LAID WITH
THE BELL OR GROOVE UPGRADE AND THE JOINT ENTIRELY INTERLOCKING.
4. ALL CONCRETE SHALL BE 3600 PSI. IN ORDER TO USE PRE -CAST STORM DRAINAGE STRUCTURES IN ANY STREET
RIGHTS -OF -WAY, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY/COUNTY ENGINEER.
5. ALL HIGH -DENSITY POLYETHYLENE PIPE SHALL BE CORRUGATED EXTERIOR/SMOOTH INTERIOR, CONFORM TO
THE REQUIREMENTS OF AASHTO SPECIFICATION M294 FOR CORRUGATED POLYETHYLENE PIPE AND SHALL
REQUIRE COUPLING BANDS AND FITTINGS.
6. CONCRETE PIPE USED WITHIN THE STREET RIGHT-OF-WAY SHALL BE A MINIMUM OF CLASS III REINFORCED
CONCRETE PIPE, WITH A MINIMUM DIAMETER OF FIFTEEN (15) INCHES (EIGHTEEN (18) INCHES MINIMUM ON
CROSS DRAIN CULVERTS WITHIN THE COUNTY). OTHER CLASSES OF REINFORCED CONCRETE PIPE MAY BE
REQUIRED AS CALLED OUT IN PLANS.
7. THE MINIMUM COVER FOR ALL PIPE IS TWO (2) FEET. SPECIAL APPLICATIONS FOR LESS THAN TWO (2) FEET OF
COVER WILL BE REVIEWED INDIVIDUALLY.
8. CONCRETE MORTAR JOINTS SHALL BE USED FOR JOINING ALL CONCRETE PIPES. THE PIPE SHALL BE CLEAN AND
MOIST WHEN MORTAR IS APPLIED. THE LOWER PORTIONS OF THE BELL OR GROOVE SHALL BE FILLED WITH
MORTAR SUFFICIENT TO BRING THE INNER SURFACE FLUSH AND EVEN WHEN THE NEXT JOINT IS FITTED INTO
PLACE. THE REMAINDER OF THE JOINT SHALL THEN BE FILLED WITH MORTAR AND A BEAD OR RING OF MORTAR
FORMED AROUND THE OUTSIDE OF THE JOINT. THE APPLICATION OF INTERIOR MORTAR MAY BE DELAYED
UNTIL BACKFILL IS COMPLETED WHEN THE PIPE IS LARGER THAN THIRTY (30) INCHES.
9. PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC
GASKETS, MAY BE USED IN LIEU OF THE MORTAR JOINING METHOD.
10. COUPLING BANDS AND FITTINGS SHALL BE USED FOR JOINING ALL HDPE PIPE. COUPLING BANDS SHALL COVER
AT LEAST ONE FULL CORRUGATION ON EACH SECTION OF PIPE. GASKET COUPLING BANDS ARE REQUIRED
BETWEEN ALL PIPE JOINTS. THE GASKET SHALL BE MADE OF CLOSED -CELL SYNTHETIC EXPANDED RUBBER
MEETING THE REQUIREMENTS OF ASTM D1056, TYPE 2. THE PIPE MANUFACTURER SHALL INSTALL GASKETS ON
THE COUPLING BAND. ALL COUPLING BANDS SHALL MEET OR EXCEED THE SOIL -TIGHTNESS REQUIREMENT OF
AASHTO STANDARD SPECIFICATION FOR HIGHWAY BRIDGES, SECTION 23, PARAGRAPH 23.1.5.4(E). PIPEFITTINGS
SHALL CONFORM TO AASHTO M252 OR AASHTO M294.
11. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN
ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS.
12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
13. ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET AND SIX (6) INCHES IN HEIGHT MUST HAVE STEPS IN
ACCORDANCE WITH STANDARD DETAILS.
14. ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO THE STANDARDS.
15. ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM OF TWO (2) FEET HORIZONTAL TO ONE (1)
FOOT VERTICAL (2:1) AND NOT TO EXCEED 10' WITHOUT TERRACING OR APPROVED SLOPE MATTING.
16. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE,
CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING
COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC
MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
17. MATERIALS DEEMED BY THE GEOTECH OR ENGINEER AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE
REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL.
18. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND
THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT (8) INCHES, EACH LAYER SHALL BE THOROUGHLY
COMPACTED TO 95/" OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST ( A DENSITY
OF 100% STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (8) INCHES).
19. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION METHODS. EACH
LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED IN PLACE.
20. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE
HAS BEEN PLACED.
DEMOLITION NOTES:
1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO
DEMOLITION.
2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE
PLANS AND AS DIRECTED BY THE OWNER.
3. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES REQUIRED
FOR DEMOLITION AND HAUL -OFF FROM THE APPROPRIATE AUTHORITIES. THESE FEES ARE TO BE
INCLUDED WITH THE BID.
4. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS
REQUIRED PRIOR TO THE COMMENCEMENT OF DEMOLITION.
5. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK. IT IS
NOT INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OF RELOCATION. CONTRACTOR
SHALL COORDINATE WITH THE OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK.
6. CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL MANNER
EXISTING BUILDINGS, INCLUDING FOUNDATIONS AND ALL APPURTENANCES LOCATED ON AND
AROUND THE PROPERTY INCLUDING BUT NOT LIMITED TO CURBS, SIDEWALKS, TREES AND
SHRUBS.
7. REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS, WALLS, FOUNDATIONS, CONDUITS,
LIGHT POLE BASES, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN
APPROVED LANDFILL.
8. REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC,
AND TELEPHONE AS SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTILITY
COMPANY TO COORDINATE REMOVAL OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL
AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO COMMENCING WORK.
11. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY
TO CUT AND PLUG ALL SERVICE PIPING AT THE STREET LINE OR MAIN, AS REQUIRED, OR AS
OTHERWISE NOTED. ALL SERVICES MAY NOT BE SHOWN ON THE PLAN. THE CONTRACTOR SHALL
INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTEND OF SERVICE PIPING TO BE
REMOVED, CUT OR PLUGGED.
12. CONTRACTOR SHALL COORDINATE WITH UTILITY DEPARTMENT IN THE REMOVAL/RELOCATION OF
EXISTING POWER POLES AND OVERHEAD POWER LINES.
13. THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES AND REMOVAL
AND/OR RELOCATION OF OVERHEAD UTILITIES AND POLES WITH THE APPROPRIATE UTILITY
COMPANY.
14. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO
BEGINNING DEMOLITION WORK.
15. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE.
16. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY TREES THAT ARE DAMAGED DURING
CONSTRUCTION THAT ARE TO BE PROTECTED AS SHOWN ON THE PLANS.
17. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING
ROAD SURFACE.
18. FINISH SURFACE TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG LINES OF JOINTS WHICH
WILL PERMIT A NEAT SURFACE WHEN RESTORED.
19. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT EXISTING PAVEMENT AT
THE R/W.
20. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE
RESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR.
21. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO THE ADJOINING PROPERTIES
DURING THE DEMOLITION PROCESS.
22. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE
OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN
AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS
SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.
23. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE
UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS
BEFORE PROCEEDING FURTHER WITH WORK IN THE IS AREA.
24. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED
HAZARDOUS MATERIAL CONTRACTOR.
25. IN ACCORDANCE WITH 40 CFR, PART 61, SUBPART M, A THOROUGH INSPECTION SHALL BE
CONDUCTED FOR ASBESTOS -CONTAINING MATERIALS, PRIOR TO CONDUCTING A RENOVATION OR
DEMOLITION ACTIVITY OF AN EXISTING STRUCTURE. THE ASBESTOS INSPECTION MUST BE
CONDUCTED BY A NORTH CAROLINA ACCREDITED ASBESTOS INSPECTOR. ALL REGULATED AND/OR
FRIABLE ASBESTOS -CONTAINING MATERIALS IDENTIFIED DURING THE SURVEY, WHICH WILL BE
DISTURBED, MUST BE PROPERLY REMOVED BY ACCREDITED INDIVIDUALS BEFORE BEGINNING THE
RENOVATION OR DEMOLITION ACTIVITY. IF REGULATED AND/OR FRIABLE ASBESTOS CONTAINING
MATERIALS TO BE REMOVED EXCEED 160 SQUARE FEET, 260 LINEAR FEET OR 35 CUBIC FEET, A
PERMIT SHALL BE APPLIED FOR THROUGH THE NORTH CAROLINA DEPARTMENT OF HEALTH AND
HUMAN SERVICES.
26. UTILITY APPURTENANCES TO BE REMOVED INCLUDE BUT ARE NOT LIMITED TO HYDRANTS, FIRE
DEPARTMENT CONNECTIONS, VALVES/VALVE BOXES, STORM DRAIN AND/OR SANITARY SEWER
CLEANOUTS, STORM DRAIN INLETS.
EROSION CONTROL NOTES:
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
TOWN/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE TOWN/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINE.
3. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3
HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
DAYS CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. ALL OTHER DISTURBED
AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND
DISTURBING ACTIVITY.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT.
5. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE
ADEQUATE TERRACING OR APPROVED MATTING.
6. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS
NOT PREVIOUSLY APPROVED.
7. DRIVEWAY PERMITS FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE
PRESENTED AT PRE CONSTRUCTION MEETING.
8. THIS SITE IS TO BE INSPECTED AND DOCUMENTED IN ACCORDANCE WITH THE NCGO10000
GENERAL CONSTRUCTION PERMIT.
9. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION
AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
10. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY
VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER
OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH
EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH
FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIP -RAPPED.
11. SEDIMENT SHALL BE REMOVED AND BASINS RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD. REMOVED SEDIMENT SHALL
BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
12. THE BASINS SHALL BE INSPECTED AFTER EACH MEASURABLE RAIN AND REPAIRS MADE AS
NECESSARY.
13. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND
WATER POLLUTION IS MINIMIZED.
14. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED
GEOTECHNICAL ENGINEER.
15. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND
STABILIZATION.
16. THE BASINS SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER
AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
17. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
18. WHENEVER TOPOGRAPHY ALLOWS THE BASIN LENGTH SHOULD BE TWICE 2X THE BASIN
WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHALL BE INSTALLED IN ALL BASINS.
19. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN.
THE STAKES SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
20. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
21. FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL AS WELL AS THE CHARLOTTE LAND DESIGN STANDARDS MANUAL.
22. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE
SLOPE, SLOPE TERRACING WILL BE REQUIRED.
23. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE
SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY THE CITY LAND
DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
ESTABLISHED.
24. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS
PLACED AT THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE
WHERE 50' OF BUFFER IS NOT PROVIDED.
25. ALL TREES & BRUSH REMOVED DURING CLEARING & GRUBBING OF SITE SHALL BE CHIPPED ON
SITE AND HAULED OFF SITE FOR DISPOSAL.
26. SEE SHEET C6.04 FOR SEDIMENT BASIN DETAILS AND C9.00 SERIES SHEETS FOR SEDIMENT BASIN
DESIGN.
27. ALL DISTURBED AREAS TO BE SEEDED PER SEEDING TABLE.
28. NO DEMOLITION TO OCCUR PRIOR TO PRE -CONSTRUCTION MEETING.
CONSTRUCTION SEQUENCE - STAGE
ENFORCEMENT NOTE 1: FAILURE TO FOLLOW THIS CONSTRUCTION SEQUENCE MAY RESULT IN
ENFORCEMENT ACTIONS, INCLUDING BUT NOT LIMITED TO CIVIL PENALTIES, INJUNCTIVE RELIEF,
CRIMINAL PENALTIES, AND PERMIT REVOCATION. ADDITIONALLY, OFF -SITE SEDIMENTATION
DISCHARGE MAY RESULT IN RESTORATION REQUIREMENTS.
ENFORCEMENT NOTE 2: IF EXCESSIVE SEDIMENT IS LEAVING THE SITE, A REVISED SEDIMENT AND
EROSION CONTROL PLAN MAY BE REQUIRED, WITH ASSOCIATED REQUIREMENTS FOR
ADDITIONAL S&E MEASURES.
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE TOWN OF WINGATE
ENGINEERING DEPARTMENT, DRIVEWAY PERMIT FROM NCDOT, AND OTHER APPLICABLE
PERMITS AND KEEP HARD -COPIES POSTED ON -SITE.
2. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH THE EROSION CONTROL
INSPECTOR OF THE TOWN ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL
MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND
DISTURBING ACTIVITY IS A VIOLATION AND IS SUBJECT TO FINE.
3. UPON APPROVAL FROM TOWN INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE AND
ASSOCIATED MEASURES PER CONSTRUCTION DRAWINGS AND STANDARDS.
4. INSTALL PERIMETER MEASURES INCLUDING, BUT NOT LIMITED TO, SILT FENCE (STANDARD
AND HIGH HAZARD) AND SILT FENCE OUTLETS CLEARING ONLY AS NECESSARY TO INSTALL
THESE DEVICES. CONTRACTOR TO INSTALL ADDITIONAL STONE SILT FENCE OUTLETS AS
REQUIRED AROUND THE SITE PERIMETER TO RELIEVE PRESSURE FROM THE SILT FENCE AS
DIRECTED BY THE INSPECTOR OR AS A RESULT OF CONSTRUCTION CONDITIONS.
5. CLEAR AREA REQUIRED TO INSTALL THE PROPOSED SEDIMENT BASINS.
6. INSTALL THE PROPOSED SEDIMENT BASINS AND THEIR RESPECTIVE FEATURES INCLUDING
SKIMMER, OUTFALL PIPE, AND POROUS BAFFLES. THE EXCAVATED MATERIAL FROM THE
BASIN AREA WILL BE STOCKPILED NEAR EACH BASIN AND THE PROPER PROTECTION
MEASURES AROUND EACH STOCKPILE.
7. INSTALL THE TEMPORARY PIPE SLOPE DRAINS AND THEIR ASSOCIATED RIP -RAP APRONS AS
SHOWN.
8. INSTALL THE TEMPORARY DIVERSIONS SHOWN ON THESE PLANS AND PROVIDE THE
NECESSARY CHECK DAMS AS SHOWN.
9. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES.
10. ALL AREAS THAT WILL GO UNWORKED FOR 7 DAYS OR MORE MUST BE STABILIZED
IMMEDIATELY. STABILIZATION STANDARDS SHOULD BE MAINTAINED THROUGHOUT THE
CONSTRUCTION PROCESS.
11. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, THE U.S. DEPT. OF
AGRICULTURE, AND THE WINGATE LAND DEVELOPMENT STANDARDS MANUAL.CALL FOR
ON -SITE INSPECTION BY INSPECTOR.
12. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING
MAY BEGIN. LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS
GRADED. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL REMAIN IN -PLACE TO
PREVENT EROSION OF SITE.
CONSTRUCTION SEQUENCE - STAGE II
1. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES. INSPECT MEASURES ONCE PER WEEK AND AFTER
EACH RAINFALL.
2. CONTRACTOR SHALL MEET WITH THE EROSION CONTROL INSPECTOR PRIOR TO
COMMENCING WITH THE MASS GRADING OF THE SITE.
3. BEGIN MASS GRADING ACTIVITIES.
4. STRIPPED TOPSOIL SHALL BE STOCKPILED IN DESIGNATED AREAS WITH SILT FENCE PROVIDED
AROUND THE PERIMETER OF THE STOCKPILE. THE STOCKPILE TOPSOIL SHOULD BE SPREAD IN
THE DESIGNATED OPEN SPACES OR A SITE APPROVED SWAP PIT.
5. RUNOFF FROM THE PROPOSED BUILDING PAD AREAS, AND OTHER RELATIVELY LEVEL AREAS
SHOULD NOT BE ALLOWED TO SHEET FLOW OVER FILL SLOPES. DURING THE FILL
PLACEMENT PROCESS THE CONTRACTOR SHOULD MAINTAIN DIVERSIONS ALONG THE TOP
OF FILL SLOPES WHICH SHOULD DRAIN TO SLOPE DRAINS. THESE MEASURES SHOULD
REMAIN IN PLACE UNTIL THE FILL SLOPES HAVE BEEN ADEQUATELY STABILIZED WITH
ESTABLISHED VEGETATION.
6. CONSTRUCTION OF PAVEMENT AND UTILITIES AS CONSTRUCTION ALLOWS. UTILITIES TO BE
COMPLETED AND INSPECTED.
7. INSTALL INLET PROTECTION AND OTHER MEASURES AS SHOWN, AS THE PROPOSED STORM
SEWER SYSTEM IS INSTALLED. WHEN APPLICABLE THE CONTRACTOR SHOULD MINIMIZE THE
DISTURBANCE ALLOWED AT ONE TIME TO THE GREATEST EXTENT PRACTICAL.
8. STABILIZE THE SITE AS AREAS ARE BROUGHT UP TO FINAL GRADES.
9. AS THE SITE IS BROUGHT UP TO FINAL GRADE, BEGIN DIVERTING WATER AWAY FROM
SEDIMENT BASIN 3 TOWARDS STORM SEWER SYSTEM AND OTHER SEDIMENT BASINS.
10. WHEN THE ONSITE INSPECTORS APPROVES, REMOVE SEDIMENT BASIN 3 AND BRING TO
FINAL GRADE AND STABILIZE AREA.
11. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.
C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U. S. DEPT. OF
AGRICULTURE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
12. ONCE THE DRAINAGE AREA TO SEDIMENT BASINS 1 & 2 IS COMPLETELY STABILIZED AND
VEGETATED, CALL INSPECTOR FOR APPROVAL TO CONVERT THE SEDIMENT BASINS INTO
THE DESIGNED STORMWATER CONTROL MEASURES.
13. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY OF THE
EROSION CONTROL MEASURES. UPON INSPECTOR'S APPROVAL; CONTRACTOR IS TO
REMOVE ALL EROSION CONTROL MEASURES.
14. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF THE SITE IS
APPROVED THE PERFORMANCE BOND, IF REQUIRED, WILL BE RELEASED.
GROUND STABILIZATION
SITE AREA DESCRIPTION
STABILIZATION
STABILIZATION TIME
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN
IN LENGTH AND ARE NOT
3:1
7 DAYS
STEEPER THAN 2:1, 14
DAYS ARE ALLOWED
7-DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER
14 DAYS
GREATER THAN 50 FEET IN
LENGTH
ALL OTHER AREAS WITH
NONE (EXCEPT FOR
SLOPES FLATTER THAN
14 DAYS
PERIMETERS AND HOW
4:1
ZONES)
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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TRU-19030
TRU19030-N1
MDD
CEG, APM
N/A
12.21.2020
PROJECT NOTES
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C0600

VICINITY MAP
NTS
SITE
C7 SERIES
MONROE EXPRES W
WINGATE
VICINITY MAP
NTS
EX. FIRE HYDRANT
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OUTH
SHEET KEY N
NTS
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NOW OR FORMERLY \ \
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EX. RIGHT OF WAY EX. FENCE \
NOW OR FORMERLY 1
MARK A & KRISTIN ROZELLE OW OR FORMERLY,
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i
EX. CENTERLINE
EX. EDGE OF PAVEMENT —\
1
1
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D.B. 6646, PG 023
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CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
N
GRAPHIC SCALE
0 40 80 160
1 inch = 80 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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NO. DATE
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PROJECT NO.
TRU-19030
FILENAME
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CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
1"=100'
DATE
12.21.2020
SHEET
OVERALL EXISTING
CONDITIONS
C1600
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

�� / 59
590
\ \ J EX. GRAVED
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2
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NOW OR FORMERLY
EDDIE B & SONYA T GADDY 1 / /
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PARCEL 02239205
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SEE SHEET C1.02
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
N
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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048769 =
REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-XC1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
1"=50'
DATE
12.21.2020
SHEET
EXISTING CONDITIONS
NORTH
C1601
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

VICINITY MAP
N TS
J�
C7 �ROFr o NORTH EAST
MONROE EXPRESSWA y OUTH
WINGATE Li
SEE SHEET C1.01
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EX. PAINTS��'�"J��"1
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EX. EDGE OF PAVEMENT\_ — — — EX. TREELINE \ \ \
PU O �\ �� \ � `X..-C TCH BASIN _ \� \� \ �/ \ 1
EX. TREE
\ \ \ \ \ \ \ \ \ \ \ \ % 1
EX. LOT 1
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CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
N
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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SCALE
1"=50-
DATE
12.21.2020
SHEET
EXISTING CONDITIONS
SOUTH
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PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

MONROE EXPRES W
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♦ — _ — — —
I /
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PARCEL 02208005C
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PARCEL/022080112-
_—/ ZONING:\RA-40
576
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CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
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McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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MDD
CEG, APM
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12.21.2020
EXISTING CONDITIONS
EAST
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PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

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OUTH
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IL
EX. RIGHT OF WAY
/✓� r
EX. WATER LINE //� / // ' � � X. LOT
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EX. GAS VALVE /
EX. XGUAR%( o EX. WATER METER I
w\ EX. BACK OF CURB I 1 I
r- �— �— EX. SANITARY SEWER
EX. SANITARY SEWER
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EX. EDGE OF PAVEI KNT
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EX/q,V HEAP 4ER
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EX. TELEPHONE _
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EX. TRANSFORMER
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GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
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McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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PROJECT NO
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DATE
SHEET
TRU-19030
TRU 19030-XC1
MDD
CEG, APM
1"=50'
12.21.2020
EXISTING CONDITIONS
ANSONVILLE RD
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

MONROE EXPRES W
WINGATE
VICINITY MAP
N TS
NORTH I EAST
r�
V%
EX. GRAVE
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EX. TREELINE-TBR
EX. LOT L
NOW OR FORMERLY I / I EX. TREELINE-TBR/
EDDIE B & SONYA T GADDY
1 D.B. 4084, PG 413 \ /// /� / \ \ \ / I i / / \ /
PARCEL 02239205 s��—
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/ / //. • EX. TREELINE-TBR- 578
' EX. RIGHT OF WAY
NOW OR FORMERLY////////��
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EXISTING / III \\ I 11/lull l l�I I v v v —-- V — A v \ v v i / I
EX. SEWER LINE / IIII \\ \i ^\� l /I// 11 I I I/ 1 r _ 1 iV
GLENCROFT DR / -_ I I I\I )Il�u�lllll(III�IIIv����r ��li�lIIIIIIIIiIIII l I v v - _-- v /� 1
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EX. SS MANHOLE / 5 / \ I / / \\�\ \� / i 2 I I I I l 1 1 \ 1 \ ( _ / 1
D.B. 3987, PG 023 0 o I \\ \\\ \ 6� -�61t //IIII I/ \ 1 / /
I / 597 \ \ \\ \\ - / / / \ s W
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/ EX. OWER P LE > \I���� / �\\\\\�=--�9//^ \ I I �� l / / / _— -- 1
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PARCEL 02239226 �����AVEM�T-TBR // jl(�_ lI/01,11f / - \ 3 ZONING: R-20�/// � � o /EX. CATCH BASINy �` \ \� \� — — j // // / \ \ \ \ 1 I / \`co
.' EX. WATER METER \ V �� AA 6�� 1/// / —
\` \
EX. WATER METER '_ \ ��� I \ \ ��� \ \
EX. SS CLEANOUT \ E
EX. DRIVE �so % ULJPAVEa \ \ I 5g�-
�
EX. FIRE HYDRANT EXISTING saa—
�'� v DREW S LN
� \ 50 PUBLIC R W \ \ I I \ / / / / / ( \ �`� ham/ / / 585 \ 1
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NOW OR FORRMERLY V / / I I A
NOW OR FORMERLY J — 58�
S,HAWNA-D POLK \ �� (� \ PROPERTY ALINE/ 0, � � � -I I � � � � �_ � — — — — — -� \ � — — — —
DEBORAH WARE \ D.B.-4738, PG 427 / �\� \ / ��/ ; I \ �_ -- ----
D.B.-- — — — — — — — — — — — / —
\ 4104, PG 612 PARCEL 02239238 (` \�\ �,EX T FLARED -END / / / — I j \ \ \ ` — \ / \ / / / r 59 1-
1
PARCEL 02239237 \ ZONING: R-20 \� \S / \ / /
ZONING: R-20 / \\— J 586
EX. THE NE-TBR VA � �80—
SEE SHEET C2.01
Know what's be I ow.
Call before you dig.
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
N
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
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McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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PROJECT NO.
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FILENAME
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CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
1"=50'
DATE
12.21.2020
SHEET
DEMOLITION PLAN
NORTH
C1605
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

VICINITY MAP
N TS
J�
��ENCROFr o NORTH EAST
MONROE EXPRESSWA y PUTH
WINGATE
SEE SHEET C2.00
II II
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EX. RIP RAP o / ��_�
580
�_ 588— 581
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EX. PAINTS
At
01
loo
v C \ \ \
/
EX. EDGE OF PAVEMENT \ \/Q�.L' " �JS �� \ \_ �\ \ \ �\ \ — — _ — / / / — \ — / — — — I EX. TREELINE \ \ \
\-C TCH BASINUc
EX. TREE
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ % \
EX. LOT 1
-t�\SIGN-\
\X. UTIWY\POL\L\
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Call before you dig.
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
N
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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NO. DATE
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DRAWN BY
CEG, APM
SCALE
1"=50-
DATE
12.21.2020
SHEET
DEMOLITION PLAN
SOUTH
Cle06
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

MONROE EXPRES W
WINGATE
I
VICINITY MAP
NTS
NORTH EAST PROPERTY LINE
♦ �' NOW OR FORMERLY
♦ II _ _ , CHARLES M CREECH TRUSTEE
♦_ _ D.B. 7112, PG 180
OUTH — ` / / PAR2`EL 02239001
♦ — ' ZONW. FAA-40
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♦
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�
♦ / � / � _ — / / / / � / / / / \ \ \ � \ \ I l 2089, PG 524
PARCEL 02208005C
♦ ��/ I\ ZONING: RA-40
/ / \
♦ \ / ) / I // � // /// //' /—,----�\— 57\ --sus — ^\ / \ // I �\ \\ \\ \ 1\ \ \ \ \\ %\ \ �—
—-577_\
so
♦ — \583
582 / / / % / \ - \ / / /
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NOW PR FOMEf <\ \\ \\ _\ /I I� EX/TRE�LINE //— \\\ —\— f� �i/ �/' �/' EX. COT
�1/ \ I / NELSON REID PHIFER / / /
Sao / / D.B. 1867, PG 2�8
PARCEL/0220801 \2 -
- ZOlRA-40
576
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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NO. DATE
PLAN INFORMATION
PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
TRU-19030
TRU19030-DM1
MDD
CEG, APM
1"=50-
12.21.2020
DEMOLITION PLAN
EAST
Cle07
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

VICINITY MAP
NTS
SITE
C7 SERIES
MONROE EXPRESSWA y
WINGATE
VICINITY MAP
NTS
I '
I '
20' REAR SETBACK I
40'
I I
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I '
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5PLANTING STRIP
Know what's below.
Cal I before you dig.
NORTH EAST
OUTH
SHEET KEY N
NTS
rid
EXISTING
ANSONVILLE RD (SR 1002 o
(VARIABLE PUBLIC R/W) o� /
# ��
#�
�� 11
v Q# 14
REFER TO C7 SERIES FOR MORE I , #
INFORMATION ON ANSONVILLE '\ " 'I
ROAD IMPROVEMENTS r ` '# �
y SS
=� M
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EXI4TING 7
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1
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POWER POLE
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ACCESSIBLE PARKING STALL
VAN
VAN ACCESSIBLE PARKING STALL
XX
PARKING SPACE COUNT
C
COMPACT PARKING SPACE
ACCESSIBLE RAMPS
TYPE AZ) TYPE (E TYPE QC
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
— —
EASEMENT LINE
CENTERLINE
— rP — rP — 1 —
TREE PROTECTION
•
•%.
CONCRETE SIDEWALK OR
°
• • a
HEAVY DUTY CONCRETE PAVEMENT
•
(WHERE SPECIFIED)
ASPHALT PAVEMENT
++++++++++++++
TREE SAVE
OPEN SPACE
\\ \\ PROPERTY LINE ij OPEN SPACE NOW OR FORMERLY
\\ �� (TYP) // CHARLES M CREECH TRUSTEE 7-DREW LANE
NOW OR FORMERLY /�i D.B. 7112, PG 180 (5T PUBLIC R/W)
ELIA HELMY FAHEEM & / ,.••- PARCEL : RA-001 - -
Nss'17'21"E ZONING: RA-40
ZAKI MARIANA - - - D.B. 7151, PG 561 - 2022.24'
PARCEL 02239206 + +
ZONING: R-20 N C - I + + + + + + + + +co
—
\\40/— + + + + + + + + +
+ + + + + + + STORMWATER
11 M CIS �\ 1 \ CONTROL
I
NOW OR FORMERLY 1 `-�j0 OR
R FORMERLY 2 \\ 1' 12 + + + + + + + + MEASURE "B"
MARK A & KRISTIN ROZELLE ED IE B & SONYA T GADDY i \
D.B. 4558, PG 603 D.B. 4084, PG 413 + + + + + + + +
PARCEL 02239203 I PARCEL 02239205 + + + + + + + +
ZONING: R-20 ZONING: R-20
EXISTING F,o,w
ORFORMERLY / �N,BORROWER LP
D R E W S L N I b. B. 7265, PG 320
PARCEL 02239204 /.
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EXISTING /
GLENCROFT DR y — '��� \ /l, ` ® / I I I 63 I 62 I 61 I I I I I i i 51 I 50 49 '
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(50' PUBLIC R/W) " �/ �� `\ PSG 3 I I I I I I I I I
EXISTING EDGE ' n 3 / / ® \ Q� COF \ 85
NOW OR FORMERLYEMENT .- a �''� \ \ 1 Q`\ ' 66 \\ \� I I _ - — - - - - — - _ _ . — r
JOHNA L & GAYS R LITTLE �yy , \\
D.B. 3987, PG 023 - - -- - - _
PARCEL 02239226�
ZONING: R-20
PARKNOW OR FORMERLY / �y� \ h SIla
'ALKER & CORINNA VALLANCOURT \ //
D.B. 6646, PG 023
PARCEL 02239226 i i 77 I 7e I 79 I I II II I 64 I I � IIO87
ZONING: 75 76
I 88
69 \\ \
M ' ®
/ _ 90
O IIII t® // ♦ _=______ _ �\ \\
COMMON OPEN SPACE
NOW OR FORMERLY \ ©
DEBORAH WARE
D.B. 4104 PG 612 \ \ \ 95 C
PARCEL 0223922 STORMWATER
ZONING: R-20 N �° CONTROL \ \ 96 / / 34 \\
= MEASURE "A / ® / e7 / /// /
NOW OR FORMERLY
SHAWNA D POLK
D.B. 4738, PG 427
PARCEL 02239238
—ZONING: R-20
II ��
_ Cl
30' TYPE 'A' BUFFER STREET 11113,11
(OPTION #1) PER UOD
SECTION 8.8.3 os3�' — \ / 17 / \I \ za \ (57' PUBLIC R/W)
23
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SITE DATA
CURRENT OWNER: B&C LAND FARMING LLC
TRACT: PARCEL NUMBER: DB: PG: ACREAGE:
1 02239083 6594 013 46.95 AC
CURRENT USE:
VACANT LAND
PROPOSED USE:
RESIDENTIAL
TOTAL ACREAGE:
±46.95 AC
TOTAL DEVELOPABLE AREA:
±31.69 AC
ACREAGE IN LOTS:
±21.16 AC (921,664 SF)
ACREAGE IN RIGHT-OF-WAY:
±5.55 AC (241,924 SF)
DENSITY PER ACRE:
2.7 DU/AC
PROPOSED LOTS:
127
UNIT TYPE:
SINGLE FAMILY
SETBACK
FRONT YARD:
25'
INTERIOR SIDE YARD:
5'
REAR YARD:
20'
MAX BUILDING HEIGHT:
30'
STREET CATEGORY:
RESIDENTIAL LOCAL ROAD
TREE SAVE:
±20.1% = ±9.44 AC
EXPRESSWAY BUFFER:
I 30' MINIMUM
OPEN SPACE:
±25.7% OF TOTAL AREA = ± 12.08 AC
ACREAGE OF PARK:
REQUIRED: 2.35 AC PROVIDED: ±2.36 AC
ACREAGE OF OPEN SPACE:
REQUIRED: 3.52 AC PROVIDED: ±9.46 AC
CONSTRUCTION PHASING
PHASE 1:
• 46 LOTS ALONG STREET B AS SHOWN.
• ANSONVILLE ROAD IMPROVEMENTS.
• BUFFER ALONG PROPERTY LINE WITH GLENCROFT 1 PRIOR TO 1ST CO.
• AMENITY WITH PARK AREA PRIOR TO MODEL HOMES OPENING.
PHASE 2:
• REMAINDER OF LOTS ALONG STREET B AS SHOWN.
PHASE 3:
• ALL LOTS ALONG DREW LANE.
• RECLAMATION WORK FOR PHASE 1 ROAD REPAIRS AFTER LOT 63 CO IS ISSUED.
• LOT WITHIN GLENCROFT 1 AT ANSONVILLE ROAD.
*TIMING OFF THE GLENCROFT PHASE 1 AMENITY TBD BY DEVELOPER
OPEN SPACE
NOW IOR FORMERL
LISA T WILSON &
TH04AS G TARLTO
D.B. 12089, PG 52
PARCEL 02208005
ZONING: RA-40
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
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+
+
+
+
+
+
+
+
+
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+
+
+
+
+
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+
+
+
+
+
+
+
+
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+
+
+
+
+
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+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
/
+
+
+
+
+
/
+ +
+
+
-
NOW OR FORMERLY
NELSON REID PHIFER
D.B. 1867, PG 258
PARCEL 02208012
ZONING: RA-40
PROPERTY LINE
( TYP. )
N
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS •1��►�
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-OAS1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
1"=100'
DATE
12.21.2020
SHEET
OVERALL SITE PLAN
C2.00
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

MONROE EXRRES
WINGATE
VICINITY MAP
N TS
SITE DATA SITE LEGEND
CURRENT OWNER: B&C LAND FARMING LLC —U SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
TRAFFIC DIRECTIONAL ARROW
ACCESSIBLE PARKING STALL
VAN ACCESSIBLE PARKING STALL
PARKING SPACE COUNT
ACCESSIBLE RAMPS
ACCESSIBLE ROUTE
PHASE LINE
PROPERTY LINE
— — — RIGHT—OF—WAY LINE
— — — — LOT LINE
EASEMENT LINE
\� \\ CENTERLINE
\\ \\ HEAVY DUTY
\\ \\\ ASPHALT PAVEMENT
1
/A-- EX. GRAVEL 1
1
NOW OR FORMERLY
\
EL IA HELMY FAHEEM &
\\ \\ ZAKI MARIANA / EX. FENCE 1
\\ \\ D.B. 7151, PG 561 —
PARCEL 02239206 / / ' , OPEN SPACE + + + 1
ZONING: R-20 � ' � ±2.29 AC 1
STORMWATER 1
I o CONTROL
_ / A
MEASURE „B„ 1
EX. LOT!/
I I r2' /
II 1
II NOW OR FORMERLY
I / \
EDDIE B & SONYA T GADDY
II II I D.B. 4084, PG 413 !!! \ 1
1
PARCEL 02239 005
I; II II ZONING: R
EX. RIGHT OF WAY 124 / \ / DREW S LN 1
NOW OR FORMERLY I �,
EX. TREELINE
MARK A & KRISTIN ROZELLE I NOW OR FORMERLY 11 - - (57' PUBLIC R/W)_
D.B. 4558, PG 603 I I / II IH BORROWER LP \ \
PARCEL 02239203 I3 �� �� D.B. 7265, PG 320 / , _ _ _ _ _ - - - -
ZONING: R-20 �� I( PARCEL 02239204 / \ , ` / / �I SD
ZONING: R-20 I
I I I I I I 1
EXISTING EX. SEWER LINE
G NCROFT R _ y \ i II iOIiOII II I I
O
EX. SIDEWALK 58(50' PUBLIC R/W) N
EX. BACK OF CURB
U
NOW OR FORMERLY EX. SIGN EX. EDGE OF PAVEMENT / \/ \ ` \ \\ \ \ I I
JOHNA L & GAYS R LITTLE EX. SS MANHOLE ' / MONUMENT SIGN 18' DRIVEWA I( YP.) 1
LU
D.B. 3987, PG 023 oy . (BY OTHERS)
PARCEL 02239226 W
EX. WATER VALVE ' � EX. TRANSFORMER O > \ I I I
ZONING: R-20 , _ /
\ I (n
' � X. POWER POLE / \\ � � � / � � \ / �' � \ \ I I I I 1
41
I-I_I
NOW OR FORMERLY /�/� — \ �.. / \ \/ / \,\ 66 \� i - ---- --- ---- --- --- 1 Lu
WALKER & CORINNA VALLANCOURT </—� �� 127 / / \\ \\/ _ SIGIi -OF wav _ _
D.B. 6646, PG 023 PARCEL 02239226 yy STOP SIGN (TYP.) / �� \� y 13' PLANTING STRIP
/ �� �� / 1 17 /
67 \ m
ZONING: R-20
PARKS EA (BY OTHERS\
EX. CATCH BASIN �� py ' �'��` \ CENTERLINE TYP.) 828.75'
� EX. WATER METER / \ \ /�
EX. WATER METER /� / PARK �p� LA TING
/j XI
//�EX. SS CLEANOUT ±0.42 AC 5 CONCRT EX. DRIVEWAY <� 30 0 oR 1 16 � � �-
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Pq///T3\T
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- E/ET LIGHT (TYP.) RI
> MONUMENT SIGN %P6NG
(BY OTHERS) Zp S(TYP.
I I III II III II II
I I 1
80 1 8 1 II
LANE — —
i L=174.83'
b 18' DRIVEWAY (TYP.
EX. BUILDING -
I ,I -
\ MAIL
KIOSK
F-
it \
STREET LIGHT (TYP.)61
\ CD
\ NOW OR FORMERLY EX. BUSH-
PROPERTY6LINE
DEBORAH WARE
\D.B. 4104, PG 612 - _ '
PARCEL 02239237 \ z➢ z PARK
\ \�\ - 1.94 AC _ I
\ ZONING: R-20
NOW OR FORMERLY
\ \ SHAWNA D POLK
\ \ � DP.AR 47L 042 LO_ -- - -_- 9' ASPHALT WALKING2239238�T LINE (TYP.)
NING: R-20
TRAIL (TYP.)
SEE SHEET C2.01
NORTH AST
SOUTH E
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
STREET "B"
(57' PUBLIC R/W)
TRACT: PARCEL NUMBER: DB: PG: ACREAGE:
1 02239083 6594 013 46.95 AC
CURRENT USE:
VACANT LAND
PROPOSED USE:
RESIDENTIAL
TOTAL ACREAGE:
±46.95 AC
TOTAL DEVELOPABLE AREA:
±31.69 AC
ACREAGE IN LOTS:
±21.16 AC (921,664 SF)
ACREAGE IN RIGHT-OF-WAY:
±5.55 AC (241,924 SF)
DENSITY PER ACRE:
2.7 DU/AC
PROPOSED LOTS:
127
UNIT TYPE:
SINGLE FAMILY
SETBACK
FRONT YARD:
25'
INTERIOR SIDE YARD:
5'
REAR YARD:
20'
MAX BUILDING HEIGHT:
30'
STREET CATEGORY:
RESIDENTIAL LOCAL ROAD
TREE SAVE:
±20.1% = ±9.44 AC
EXPRESSWAY BUFFER:
30' MINIMUM
OPEN SPACE:
±25.7% OF TOTAL AREA = ± 12.08 AC
ACREAGE OF PARK:
REQUIRED: 2.35 AC PROVIDED: ±2.36 AC
ACREAGE OF OPEN SPACE:
REQUIRED: 3.52 AC PROVIDED: ±9.44 AC
\\ 72 \1 I I
I \ I I
I
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ACC
VAN
xx
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TYPE QA TYPE © TYPE
• • • • • • • • • •
76 ' 77
I I
I I I I
I I I I I I
I I I I I I I
I I I I
I
I
1
1
COMMON OPEN SPACE
1
N
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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048769
IIII �
REVISIONSpdjo
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-S1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
1"=50'
DATE
12.21.2020
SHEET
SITE PLAN -NORTH
C 601
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

VICINITY MAP
N TS
�O
J�
O�
G�`cNCROFT D NORTH EAST
OUTH
MONROE EXPRcsSW
— y
WINGATE
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Call before you dig.
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
CTD C CT 11 D 11
SITE DATA
CURRENT OWNER: B&C LAND FARMING LLC
TRACT: PARCEL NUMBER: DB: PG: ACREAGE:
1 02239083 6594 013 46.95 AC
CURRENT USE:
VACANT LAND
PROPOSED USE:
RESIDENTIAL
TOTAL ACREAGE:
±46.95 AC
TOTAL DEVELOPABLE AREA:
±31.69 AC
ACREAGE IN LOTS:
±21.16 AC (921,664 SF)
ACREAGE IN RIGHT-OF-WAY:
±5.55 AC (241,924 SF)
DENSITY PER ACRE:
2.7 DU/AC
PROPOSED LOTS:
127
UNIT TYPE:
SINGLE FAMILY
SETBACK
FRONT YARD:
25'
INTERIOR SIDE YARD:
5'
REAR YARD:
20'
MAX BUILDING HEIGHT:
30'
STREET CATEGORY:
RESIDENTIAL LOCAL ROAD
TREE SAVE:
±20.1% = ±9.44 AC
EXPRESSWAY BUFFER:
30' MINIMUM
OPEN SPACE:
±25.7% OF TOTAL AREA = ± 12.08 AC
ACREAGE OF PARK:
REQUIRED: 2.35 AC PROVIDED: ±2.36 AC
ACREAGE OF OPEN SPACE:
REQUIRED: 3.52 AC PROVIDED: ±9.44 AC
SITE LEGEND
WA,
VAN
xx
TYPE (Z) TYPE © TYPE QC
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
TRAFFIC DIRECTIONAL ARROW
ACCESSIBLE PARKING STALL
VAN ACCESSIBLE PARKING STALL
PARKING SPACE COUNT
ACCESSIBLE RAMPS
0000000000 ACCESSIBLE ROUTE
. I I m I I m I I m I I m I I m
PHASE LINE
PROPERTY LINE
RIGHT-OF-WAY LINE
LOT LINE
EASEMENT LINE
CENTERLINE
HEAVY DUTY
ASPHALT PAVEMENT
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GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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048769 =
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-S1
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE 1"=50'
DATE 12.21.2020
SHEET
SITE PLAN - SOUTH
C2.02
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

MONROE EXRRES
WINGATE
VICINITY MAP
N TS
NORTH SOUTH E
PROPERTY LI
STORMWATER \
CONTROL \
MEASURE "B"
DEAD END STREET
BARRICADE (TYP.)
STREET "B"
�(57' PUBLIC R/W)
STREET LIGHT (TYP.)
/ 52 \
�QT LINE
/ (TY?�.
49 /
DREW S LN
57 PUBLIC R W
83 /\ a
i � •�\ PAIN STRIPING /
/ 84
/STOP SIG -(-T O
BIKE LAN 43 \/
PHA LT ING
TRAIL ) _ / /j 42 OPEN SPACE
±7.15 AC
COMMON OPEN SPACE , , _ \ ��� \
r" Y-
II I I I 90 \\18 AY (TYP.) / ��� / \ \ �\
�
39
STREET LIGHT (TYP.) _ \
— — — RIGHT_OF—WAY — — ._L_— — —
13' PLANTING STRIP /
\Y
— — — — — — �—MGHT-07 'WAS
I I I I I I \\ I 3 6 \ O \ \
000011
34
27
I I I I I I I '
I
- - hD - -
L9-
EX. TREELINE s EX. LOT
SITE DATA
CURRENT OWNER: B&C LAND FARMING LLC
TRACT: PARCEL NUMBER: DB: PG: ACREAGE:
1 02239083 6594 013 46.95 AC
CURRENT USE:
VACANT LAND
PROPOSED USE:
RESIDENTIAL
TOTAL ACREAGE:
±46.95 AC
TOTAL DEVELOPABLE AREA:
±31.69 AC
ACREAGE IN LOTS:
±21.16 AC (921,664 SF)
ACREAGE IN RIGHT-OF-WAY:
±5.55 AC (241,924 SF)
DENSITY PER ACRE:
2.7 DU/AC
PROPOSED LOTS:
127
UNIT TYPE:
SINGLE FAMILY
SETBACK
FRONT YARD:
25'
INTERIOR SIDE YARD:
5'
REAR YARD:
20'
MAX BUILDING HEIGHT:
30'
STREET CATEGORY:
RESIDENTIAL LOCAL ROAD
TREE SAVE:
±20.1% = ±9.44 AC
EXPRESSWAY BUFFER:
30' MINIMUM
OPEN SPACE:
±25.7% OF TOTAL AREA = ± 12.08 AC
ACREAGE OF PARK:
REQUIRED: 2.35 AC PROVIDED: ±2.36 AC
ACREAGE OF OPEN SPACE:
REQUIRED: 3.52 AC PROVIDED: ±9.44 AC
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SITE LEGEND
ACC
VAN
xx
77
JAL
TYPE QA TYPE © TYPE
• • • • • • • • • •
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
TRAFFIC DIRECTIONAL ARROW
ACCESSIBLE PARKING STALL
VAN ACCESSIBLE PARKING STALL
PARKING SPACE COUNT
ACCESSIBLE RAMPS
ACCESSIBLE ROUTE
PHASE LINE
PROPERTY LINE
RIGHT—OF—WAY LINE
LOT LINE
EASEMENT LINE
CENTERLINE
HEAVY DUTY
ASPHALT PAVEMENT
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
v 1
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048769 =
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REVISIONS 1�
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-S1
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE 1"=50'
DATE 12.21.2020
SHEET
SITE PLAN - EAST
•
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

VICINITY MAP
NTS
SITE
MONROE EXPRES W
WINGATE
VICINITY MAP
NTS
Know what's below.
Cal I before you dig.
NORTH EAST
OUTH
SHEET KEY N
NTS
—1 1
NOW OR FORMERLY \
ELIA HELMY FAHEEM & \
ZAKI MARIANA \
D.B. 7151, PG 561 ) ` -
PARCEL 02239206 \ /
ZONING: R-20-
11�
\ �I
3
' `-IOW OR FORMERLY
' ED�pIE B & SONYA T GADDYL
I D.B. 4084, PG 413 /-
PARCEL 0223920 /
ZONING- R-20/
Fow
OR FORMERLYNOW OR FORMERLY BORROWER LP
MARK A & KRISTIN ROZELLE b,B, 7265, PG 320 k I
D.B. 4558, PG 603 ; ' PARCEL 02239204
PARCEL 02239203 ' Z-Q DING: R-20
ZONING: R-20
LEGEND
Q•
EXISTING IRON PIPE
0
IRON PIPE SET
A
CALCULATED POINT
SQ
SANITARY SEWER MANHOLE
D4
WATER VALVE
®
WATER METER
FIRE HYDRANT
❑T
TELEPHONE PEDESTAL
❑E
ELECTRIC BOX
COL)
POWER POLE
lifi
CURB INLET
OD
STORM DRAINAGE MANHOLE
❑
YARD INLET
®
FIBER OPTIC MARKER
-�
SIGN
©
WATER MANHOLE
®
CABLE BOX
FIBER OPTIC VAULT
SD
STORM DRAIN PIPE
OU
OVERHEAD UTILITY LINES
W
WATER LINE
SS
SANITARY SEWER LINE
T
TELEPHONE LINE
G
GAS LINE
UT
UNDERGROUND TELEPHONE
X X-
FENCE LINE
SITE
LEGEND
v
SIGNAGE
qL
POWER POLE
ACC
ACCESSIBLE PARKING STALL
VAN
VAN ACCESSIBLE PARKING STALL
XX
PARKING SPACE COUNT
C
COMPACT PARKING SPACE
ACCESSIBLE RAMPS
TYPE Q
TYPE QB TYPE QC
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
-
-
EASEMENT LINE
CENTERLINE
TREE PROTECTION
CONCRETE SIDEWALK OR
HEAVY DUTY CONCRETE PAVEMENT
(WHERE SPECIFIED)
TREE SAVE
OPEN SPACE
r'1 " II -I, AI A
GRADING LEGEND
0
FLARED END SECTION
ENDWALL SECTION
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
--�-�
DRAINAGE FLOW ARROW
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
\TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
—TP—TP—TP—
TREE PROTECTION FENCE (LIMITS OF TREE SAVE)
LD/TP—LD/TP
LIMITS OF DISTURBANCE & TREE PROTECTION FENCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
_______250
EXISTING MAJOR CONTOUR
_______252
EXISTING MINOR CONTOUR
- -
EASEMENT LINE
OPEN SPACE,�� I
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0 40 80 160
1 inch = 80 ft.
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McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
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NO. DATE
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PROJECT NO.
TRU-19030
FILENAME
TRU19030-OAG1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
1"=100'
DATE
12.21.2020
SHEET
OVERALL GRADING PLAN
C3.00
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

MONROE EXPRES W
WINGATE
VICINITY MAP
N TS
NORTH I EAST 11
r�
• ► CIWOMM01
FLARED END SECTION
/0
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ENDWALL SECTION
CATCH BASIN
DROP INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
\TW=223.00
TOP OF WALL ELEVATION
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BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
TPTPTP
TREE PROTECTION FENCE
LID LID
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
------- 250-------
EXISTING MAJOR CONTOUR
_______252
EXISTING MINOR CONTOUR
— —
EASEMENT LINE
1
1
1
1
1
1
1
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1
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NOW OR FORMERLY
MARK A & KRISTIN ROZELLE I
D.B. 4558, PG 603
PARCEL 02239203
ZONING: R-20 i
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ELIA HELMY FAHEEM & \\\I
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EX. FENCE
D.B. 7151, PG 561 I
PARCEL 02239206
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EX. LOT L
NOW OR FORMERLY
EDDIE B & SONYA T GADDY
I D.B. 4084, PG 413 \ �i
PARCEL 02239205
ZONING: R-20
' EX. RIGHT OF WAY /
INOW OR FORMERLY EX. TREELINE
IH BORROWER LP
I D.B. 7265, PG 320 i
PARCEL 02239204
ZONING: R-20
EXISTING EX. SEWER LINE / '
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EX. BACK OF CURB
NOW OR FORMERLY / " / EX. SIGN EX. EDGE OF PAVEMENT
JOHNA L & GAYS R LITTLE I
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D.B. 6646, PG 023
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//,
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EX. WATER METER EX. SS CLEANOUT \
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\ SHAWNA D POLK
\ D.B. 4738, PG 427
\ PARCEL 02239238
ZONING: R-2
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EXISTING
ANSONVILLE RD (SR 1002
(VARIABLE PUBLIC R/W)
REFER TO C7 SERIES FOR MORE
INFORMATION ON ANSONVILLE
ROAD IMPROVEMENTS %
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r J 1
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\ / 1
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1
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\ 1
FES-200
1
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W
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1
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GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
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McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
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CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
1"=50'
DATE
12.21.2020
SHEET
GRADING AND STORM
DRAINAGE PLAN -NORTH
C 601
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

VICINITY MAP
N TS
�O
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MONROE EXPRESSW4 y
WINGATE
15TT"Ite ► cawsa►C
/0 FLARED END SECTION
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CATCH BASIN
DROP INLET
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O JUNCTION BOX
250.50 TOP & BOTTOM CURB ELEVATIONS
250.00
\TW=223.00 TOP OF WALL ELEVATION
BW=213.00 BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60 SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
TPTPTP TREE PROTECTION FENCE
LID LID
250
252
250
252
LIMITS OF DISTURBANCE
WOODED AREA
MAJOR CONTOUR
MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EASEMENT LINE
STREET "B"
(57' PUBLIC R/W)
SEE SHEET C2.00
-- - --- -
------ ley�1 ( \\ 15
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CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
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GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
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McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-G1
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE 1"=50'
DATE 12.21.2020
SHEET
GRADING AND STORM
DRAINAGE PLAN —SOUTH
C so2
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

MONROE EXRRES
WINGATE
VICINITY MAP
N TS
NORTH AST
SOUTH E
GRADING LEGEND
C"
FLARED END SECTION
♦
U
ENDWALL SECTION
CATCH BASIN
PROPERTY LINE
DROP INLET
SCM OUTLET STRUCUTRUE
/ /
/ -
•
STORM SERVICE ROOF -DRAIN
♦
/
/
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\
15" RCP
/
574
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LIMITS OF DISTURBANCE
WOODED AREA
/ 4 P 9
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252 MINOR CONTOUR
CB-3 9 I
\ / _______250_______ EXISTING MAJOR CONTOUR
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i
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B-304
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♦
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
EX / TREEtINE / \ _ i / / / / EX. -COT
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
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McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-G1
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE 1"=50'
DATE 12.21.2020
SHEET
GRADING AND STORM
DRAINAGE PLAN -EAST
•
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

Pipe Table
Pipe Name
Size
Length
Slope
YI-130-YI-131
15.000
150.000
1.51 %
YI-129-YI-130
15.000
150.000
0.95%
YI-128-YI-129
15.000
310.783
0.60%
CB-108-CB-109
15.000
26.501
0.60%
CB-110-CB-111
15.000
26.500
0.60%
CB-112-CB-113
15.000
26.488
0.60%
CB-115-CB-116
15.000
26.500
0.60%
CB-117-CB-118
15.000
26.475
0.60%
CB-119-CB-120
15.000
26.475
0.60%
CB-121-CB-122
15.000
26.500
0.60%
CB-121-CB-123
15.000
141.949
1.70%
CB-123-CB-124
15.000
26.500
0.60%
CB-103-CB-104
15.000
26.457
0.60%
CB-103-CB-105
15.000
89.756
1.70%
CB-105-CB-106
15.000
26.500
0.60%
YI-127-YI-128
18.000
150.315
0.72%
YI-126-YI-127
18.000
147.455
1.00%
CB-1 19-CB-121
18.000
150.000
1.37%
CB-101-CB-103
18.000
102.851
1.18%
CB-102-SM-125
24.000
40.515
0.60%
Pipe Table
Pipe Name
Size
Length
Slope
SM-125-YI-126
24.000
109.084
0.60%
CB-101-CB-102
24.000
26.500
0.60%
CB-117-CB-119
24.000
164.774
1.00%
SM-1 14-CB-1 15
30.000
73.547
1.01%
CB-115-CB-117
30.000
113.750
0.60%
CB-108-CB-110
36.000
150.192
0.60%
CB-101-CB-107
36.000
93.067
0.68%
CB-107-CB-108
36.000
110.520
0.62%
CB-110-CB-112
36.000
150.000
0.67%
CB- 112-SM-114
36.000
164.566
0.60%
Pipe - (131)
42.000
45.203
0.91 %
FES-100-CB-101
42.000
131.939
0.67%
Pipe Table
Pipe Name
Size
Length
Slope
SM-215-CB-222
15.000
209.753
0.62%
CB-222-CB-223
15.000
136.924
0.62%
CB-217-SM-218
15.000
148.343
0.60%
CB-217-CB-226
15.000
26.500
0.60%
CB-206-CB-207
15.000
26.500
0.60%
CB-205-CB-208
15.000
26.500
0.60%
CB-204-CB-209
15.000
26.500
0.68%
CB-203-CB-210
15.000
26.117
0.60%
CB-212-CB-213
15.000
26.075
0.61 %
CB-222-CB-225
15.000
26.327
0.76%
CB-223-CB-224
15.000
26.500
0.60%
SM-218-CB-219
15.000
46.750
0.64%
CB-219-CB-220
15.000
26.500
0.75%
CB-216-CB-217
15.000
76.794
0.60%
CB-205-CB-206
15.000
150.642
1.01 %
CB-21 1-CB-212
18.000
64.716
0.60%
YI-214-SM-215
18.000
50.441
0.69%
CB-203-CB-204
18.000
162.540
2.28%
CB-204-CB-205
18.000
152.221
1.12%
CB-203-CB-211
24.000
69.138
0.60%
Pipe Table
Pipe Name
Size
Length
Slope
SM-215-CB-216
24.000
145.113
0.62%
SM-202-YI-214
24.000
173.365
0.61 %
SM-202-CB-203
30.000
135.429
0.63%
SM-201-SM-202
30.000
288.783
0.60%
FES-200-SM-201
30.000
77.132
0.60%
Pipe Table
Pipe Name
Size
Length
Slope
CB-305-CB-309
15.000
29.841
0.60%
CB-309-CB-310
15.000
26.500
0.60%
CB-301-CB-302
15.000
26.500
0.60%
CB-303-CB-304
15.000
26.500
0.60%
CB-305-CB-306
15.000
26.500
0.60%
CB-307-CB-308
15.000
26.500
0.60%
CB-305-CB-307
18.000
92.453
0.92%
FES-300-CB-301
24.000
119.341
0.60%
CB-301-CB-303
24.000
77.161
0.60%
CB-303-CB-305
24.000
240.745
0.60%
CB-101
CB-117
YI-129
CB-203
CB-222
CB-301
FES-401
T/C=578.51
T/C=582.85
T/G=582.57
T/C=583.31
T/C=583.56
T/C=584.16
DSECTION)
(FLARED E6N3
INV IN-570.20 (CB-107)
INV IN=577.65 (CB-119)
INV IN=580.06 (YI-130)
INV IN=577.50 (CB-204)
INV IN=579.90 (CB-223)
INV IN=576.92 (CB-303)
INV IN=52 W 400)
INV IN-574.00 (CB-102)
INV IN=579.44 (CB-118)
INV OUT-579.96
INV IN=579.69 (CB-210)
INV IN=579.90 (CB-225)
INV IN=580.30 (CB-302)
INV IN-574.55 (CB-103)
INV OUT=577.53
YI-130
INV IN=577.44 (CB-211)
INV OUT=579.80
INV OUT=576.72
HW-400
(HEAD WALL SECTION)
INV OUT=569.50
CB-118
T/G=585.19
INV OUT-577.20
CB-223
CB-302
INV OUT=564.50
CB-102
T/C=582.85
INV IN=581.59 (YI-131)
CB-204
T/C-584.97
T/C=584.16
T/C=578.51
INV OUT=579.60
INV OUT-581.49
T/C=585.33
INV IN=580.85 (CB-224)
INV OUT=580.46
INV IN-574.26 (SM-125)
CB-119
YI-131
INV IN=581.65 (CB-205)
INV OUT=580.75
CB-303
INV OUT=574.16
T/C=584.64
T/G=587.82
INV IN=581.65 (CB-209)
INV OUT-581.20
CB-224
T/C=587.21
CB-103
INV IN=579.80 (CB-121)
INV OUT=583.85
T/C=584.97
INV IN=577.58 (CB-305)
T/C=579.96
INV IN=580.84 (CB-120)
CB-205
INV OUT=581.01
INV IN=583.35 (CB-304)
INV IN-576.21 (CB-105)
INV OUT=579.30
T/C=587.24
CB-225
INV OUT=577.38
INV IN=576.27 (CB-104)
CB-120
INV IN=583.55 (CB-206)
T/C=583.56
CB-304
INV OUT=575.76
T/C=584.64
INV IN=583.55 (CB-208)
INV OUT-583.35
INV OUT=580.10
T/C=587.21
CB-104
INV OUT=581.00
CB-226
INV OUT=583.51
T/C=579.96
INV OUT=576.43
CB-121
CB-206
T/C=589.12
T/C=584.01
CB-305
T/C=586.67
INV IN=585.27 (CB-207)
INV OUT=580.36
T/C=588.09
CB-105
INV IN=582.10 (CB-123)
INV OUT-585.07
FES-200
INV IN=584.15 (CB-309)
T/C=581.91
INV IN=582.81 (CB-122)
(QED END SECTION)
INV IN=579.72 (CB-307)
INV IN=577.94 (CB-106)
INV OUT=581.85
CB-207
INV IN-574.00 (SM-201)
INV IN=581.04 (CB-306)
INV OUT=577.74
CB-122
T/C=589.12
INV OUT=579.02
CB-106
T/C=586.67
INV OUT=585.43
SM-201
CB-306
T/C=581.91
INV OUT=582.97
CB-208
RIM=584.10
INV IN=57456 (SM-202)
T/C=588.09
INV OUT=578.10
CB-123
T/C=587.24
.
INV OUT=574.46
INV OUT=581.20
CB-107
T/C=588.56
INV OUT-583.71
CB-307
T/C=579.43
INV IN=584.71 (CB-124)
CB-209
SM-202
RIM=584.95
T/C=587.16
INV IN=571.03 (CB-108)
INV OUT=584.51
T/C=585.33
INV IN-576.35 (CB-203)
INV IN=581.02 (CB-308)
INV OUT=570.83
CB-124
INV OUT=581.83
INV IN-576.50 (YI-214)
INV OUT=580.57
CB-108
T/C=588.56
CB-210
INV OUT=576.30
CB-308
T/C=580.77
INV OUT=584.87
T/C=583.30
SM-215
T/C=587.16
INV IN-571.92 (CB-110)
FES-100
INV OUT-579.85
RIM=584.07
INV OUT=581.18
INV IN-576.92 (CB-109)
INV OUT=571.72
(FLARED END SECTION)
CB-211
INV IN=578.50 (CB-216)
CB-309
INV IN=568.00 (SM-100)
T/C-582.49
INV IN=578.50 (CB-222)
T/C=588.38
CB-109
INV IN=577.95 (CB-212)
INV OUT=578.40
INV IN=584.53 (CB-310)
T/C=580.78
SM-100
RIM=579.00
INV OUT-577.85
18
INV OUT=584.33
INV OUT=577.08
INV IN=568.61 (CB-101)
CB-212
R -2 85.21
CB-310
CB-110
INV OUT=568.41
T/C=582.10
INV IN=581.20 (CB-219)
T/C=588.38
T/C=582.65
INV IN=578.44 (CB-213)
INV OUT=581.09
INV OUT=584.69
INV IN-573.02 (CB-112)
RIM=584.90
RIM=58
INV OUT-578.34
�582.50
FES-
INV IN-578.79 (CB-111)
INV OUT=572.82
INV IN=575.91 (CB-115)
CB-213
T/G
(FLARED END SECTION)
INV OUT=575.71
T/C=582.10
INV IN=578.05 (SM-215)
INV IN=576.00 (CB-301)
CB-111
SM-125
INV OUT-578.60
INV OUT=577.55
T/C=582.65
INV OUT=578.95
RIM=579.55
CB-216
INV IN=574.60 (YI-126)
T/C=582.99
CB-112
INV OUT=574.50
INV IN=579.50 (CB-217)
T/C=584.53
YI-126
INV OUT-579.40
INV IN-574.72 (SM-114)
T/G=�'�
CB-217
INV IN=580.67 (CB-113)
67
INV IN=575.35 (YI-127)
T/C=584.01
INV OUT 2
INV OUT=575.26
INV IN=580.20 (SM-218)
CB-113
YI-127
INV IN=580.20 (CB-226)
T/C=584.53
T/G=581.73
INV OUT-579.96
INV OUT=580.83
INV IN=576.92 (YI-128)
CB-219
CB-115
INV OUT=576.82
T/C=586.06
T/C=584.00
YI-128
INV =581. 0 CB-220)
INV IN-576.85 (CB-117)
T/G=583.69
INV O
INV IN-580.14 (CB-116)
INV IN=578.10 (YI-129)
CB-220
INV OUT=576.65
INV OUT=578.00
T/C=586.06
CB-116
INV OUT=581.80
T/C=584.00
INV OUT=580.30
Pipe Table
Pipe Name
Size
Length
Slope
HW-400 - FES-401
15.000
108.677
1.15%
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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048769
REVISIONS fill &
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-G3
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE N/A
DATE 12.21.2020
SHEET
STORM
DRAINAGE SCHEDULE
C so4
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

VICINITY MAP
N TS
�O
S
O�
OLEiVCROFT D NORTH EAST
OUTH
MONROE EXPRcssW,4
y
WINGATE
FLARED END SECTION
/0
U
ENDWALL SECTION
CATCH BASIN
DROP INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
\TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
TPTPTP
TREE PROTECTION FENCE
LID LID
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
------- 250-------
EXISTING MAJOR CONTOUR
_______252
EXISTING MINOR CONTOUR
- -
EASEMENT LINE
j A-- EX. GRAVEL 1
NOW OR FORMERLY
ELIA HELMY FAHEEM &
ZAKI MARIANA EX. FENCE
D.B. 7151, PG 561 / 40.00'
PARCEL 02239206 I _
ZONING: R-20 I ' J' R\\ Ot2.29PACE
�EX. LOT p \\ o I o oo• \ 121 j/\ PROPOSED SCM 1
FORMERLY L .1 \ / / PAD=585.40 - / / FES-20�AN D FILTER) 1
1' 1 / PAD 585.10
EDDIE B & S\
I NOW OR
I ONYA T GADDY + /
PAD
D.B. 4084, PG 413 ; =584.60
\
, � /
PARCEL 02239205 r / / % \y I 5s3.17 1 ZONING: R-20 % ` \ _ 583.08
\_ DREW'S LN 1
o 1s0p, 583.27 �� O PAD=584.69 (57' PUBLIC R/W)
'/ / > 30" RCP 1
I ' EX. RIGHT OF WAY 124 / // / 1
NOW OR FORMERLY / CB-216 /
MARK A & KRISTIN ROZELLE I NOW OR FORMERLY EX. TREELINE /� PAD=585.10 30" RCP
\ 1
SM-202
D.B. 4558, PG 603 I IH BORROWER LP �\ ! `� �0 - 24" R_CP- J YI-214� 24" RCP
PARCEL 02239203 D.B. 7265, PG 320
ZONING: R-20 i
/ �// `Oyl y • I / /I/'' I\ PARCEL 02239204 L83.6 831i0
0
\
i
II I
O61 III I
III I I ,II I 0 O58 I II III i
I II o II I I J0 40.00'
ZONING: R-20 V SS �V RCP I 40.00' 40.00' I 40.00' 40.
40.00' I 40.00' 1
s.o°40.00' I I I IEXISTING I]15" CLASS IV CID
EX. SEWER LINE PAD=585.80CB-226 18" RCP
111
N
to Oo o g o EX. SIDEWALK R/W) 0o oGLENCROFT DR 400 \ 4I I 60 59 (50 PAD=585.11 SM-215EX. BACK OF CURB �S.00 4.1 CB-21
EX. SIGN EX. EDGE OF PAVEMENT V0 I 30" RCP I PAD=586.10 PAD=587.90 PAD-588.50 PAD=589.10 PAD=589.80 fU
NOW OR FORMERLY o 5 PAD=586.80 AD=587.30
JOHNA L & GAYS R LITTLE EX. SS MANHOLE Vo 4.18 r PAD=584.90 PAD=585.50
D.B. 3987, PG 023 \ \o. PAD=584.F0 W
PAD=586.50 W
PARCEL 02239226 EX. TRANSFORMER 1 8
Q /
EX. POWER POLE o\\ PAD=585.22 \ � LU 4.6 EX. WATER VALVE PAD=5841
ZONING: R-20 -TV
LU
NOW OR FORMERLY ' / / / i �s•o°- \ , s 1 CB-203 I CB-204 - _ _ _ _ - _ -' Sss.7s 1 W
WALKER & CORINNA VALLANCOURT / �y / _ - - -I - - - - - f575
-
/ �� 127 / ��� 5" RC PAD-585.50 oo PAD=584.00\�� \582 6 \ - 1 .15 f 584.38 585.01 .63 586.26 586.88 �CB 205 51 �� (/)
D.B. 6646, PG 023
` ` C 583.76 I
PARCEL 02239226 / / y� / �/ ---�� �� PAD=587.80 50 �� A 15" RCP 1 17 \\ 67 \�\ j \\ /ate $� 15' RCP 15' RCPJ
�[� 15" RCP 18 RCP ,
ZONING: R-20 �' �/ /// �.� �� \ : "�\ 0 5" RCP ss O 582.23 �- t 15" CLASS IV RCP _ 18" RCP _ _ -I�
85.
a \\o \-
EX. CATCH BASIN
' i� EX. WATER METER �\
EX. WATER METER ' � // EX. SS CLEANOUT ` \
/ /
,' yy �y /�j/ EX. DRIVEWAY \
"s• 00' \
C
PAD-585.30
584.)
75*00,
EX. BUILDING \ I 0
`8 EX. STORM DRAINAGE I PAOD--584.50 ; I
\ LINE L
I III
F. 75.00' 582.54
/ o
\ LOT LINE (TYP.) O
\ NOW OR FORMERLY EX. BUSH I PAD=583.50
DEBORAH WARE PROPERTY LINE I _ -J CB-105
\D.B. 4104, PG 612 \ EX. FLARED END SECTION
PARCEL 02239237 \ . III
ZONING: R-20 s i 1 75 00 581. 7
0 4 \ NOW OR FORMERLY � I I
\SHAWNA D POLK PAD=582.70 _ 1
D.B. 4738, PG 427 1 �:
PARCEL 02239238 1 i
ZONING: R-20 / _ -� 580.5E
.75.00
Know what's be I ow.
Call before you dig.
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
\ - \ o• PAD=584.07 RCP
/ PAD=585.90 Op• / \ 582.1 � , CB-
15" CP 1 16 �' CB-2 / - - - c6-2os
�
O
-
0
C;CB- 82.39SM-21 21
/15" CLASS IV 15" C IV CB-213
II o 74
PAD=586.00II PAD=586.70II PAD=587.2III JPAD=5878
III
�PAD
O-588.40 III I P�A8D=0589.00 J IIl PAD8=51
89.70
PAD=585.40 0
RCP PAD=584.80
582.11 0o Uo 75 76 77O
� 0
PAD=583.57 (73
II1I1If
o I I I
LASS
7s.00•
�83.9k PAD=585.10
I 115
I � -
75.00' -
5824 PAD=583.60 0_ _ -
' 114 II
/-dB-106 I
-15" IRcp -
15" RCP
580 46 / PAD=581.70
- / 1_� 582.44 \ so 72 \\ I I I I I I I I I
o. \ I I I
J I 40.00'
I 40.00' 40.00'
PAD=583.37 40.00' I I 40.00' I 40.00' 1 40.00' 4000'
71 40.00'
583.38 h� I
\ \ PAD=583.67
I 1 PAD=584.00\\\
PAD=584.44 °o
69 \
1
I � 68 \ •o \ \ /
o \
1
I 40.00 COMMON OPEN SPACE 1
15"\RCP_-
\�.�/ �o =_
M M
STREET "B"
(57' PUBLIC R/W)
PARK
t1.94 AC
SEE SHEET C2.01
N
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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T C-0293
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•�� SEAL���•
048769
REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME
TRU19030-G2
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
1"=50'
DATE
12.21.2020
SHEET
PADDING PLAN- NORTH
C3.05
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

VICINITY MAP
N TS
�O
S
O�
OLEiVCROFT D NORTH EAST
OUTH
MONROE EXPRcssW4
y
WINGATE
FLARED END SECTION
/0
U
ENDWALL SECTION
CATCH BASIN
DROP INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
250.50
TOP & BOTTOM CURB ELEVATIONS
250.00
\TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
TPTPTP
TREE PROTECTION FENCE
LID LID
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
------- 250-------
EXISTING MAJOR CONTOUR
_______252
EXISTING MINOR CONTOUR
-
- EASEMENT LINE
/-------�------------- -�--,-ON-am -=_,qF-r-- -
/ - - 580.51�
\ PAD=581.70 CB-10
9.
\ O\ 5 ,
�\ Qo PAD=580.80
578.77 ;
PROPOSED SCM
(WET POND) �� \��'/ ��oo
I NWSE=573.00 \ / / PA7579.90
C i
\ 42" 0-G RCP
-STREET "B"
(57' PUBLIC R/W)
SEE SHEET C2.00
15
RCP
70
�C -104 i / oo °o. 0,--YI-126 --__ - -_ _ - OOOOA
YI 130-�
\ \ PAD- 581.00 / i 18" RCP_-
18"\RCP
\ ? / \ ` ` �YI-127 578.6 � 15" RCP
-1011� CB-102 � j oo PAD=581.00 / p
\\\ t' \ \ / / / 4o.0p, / COMMON OPEN SPACE �00 i
1 1 1 \ PAD=586.1 C1•
SM-125 / / l 40.00, 18" RCP PAD=585.50 s \
/o PAD=581.90 / YI-129-\ ko0° \ ° ,
/ \
4" 2SS IV .RCPCP
\ / / ^� SAD=582.50 / 40 00 YI-128 ,
1 10 / ^� / / o \ PAD=584.70 s 9 6 \ 1
PAD=583.10 / 15" RCP s\ 9 7 \ 584.45 1
\ \
40.00 PAD=584.10 0
578.73 \ \�\ / / o�AD=583.70
0
79.59 CB-109 / / 108 / ^� /
\ /
`0 / 0 / /107 / PADs°O.PAD=579.80 581.22 PAD=584.30 4579.2 =583.80
p00
1
583.77 /
B-107 / o PAD=584.90 / 1 �
10� \ 106 o / 40.00, 1 � � \ PAD=584.50
/ o
_ oo s
uo 579.80 ` 15 \ 1.85 // O ^ / ^� PAD=585.60 I 40.00' 4° \ °°' \ \ 583.11
°o• �o° PAD=580.40 3 RCP / 105 / / o / I PAD=585.50 \ \
582.47 / vi /
^ / /^� 580.35 \ \�� \ \ - 583.1// ^ PAD=586.20 v, \ \ 1 00 CB-118 24" 1
/ PAD=586.30 °' \ 582.91 /� / �/ 1 0
/i PAD=580.90 / � ��� fV
�y 584.22
CB-1o8 �\ GP / 103 o I 101 \\ 583.44\ - / � 1 U
oO ^� 1 O// 580.96 \ \ \ v \ \8\72 584.35 102 n 11 i ' 583.54 1
PAD=581.50 581.59 \� \ / 15" S IV '
- / / \` 584.95 / I� I / 8-116 / PAL LLI
1 1 PAD-582.10 _ \ \ �/ '// 582.95
4000 / ^�' / o / 582.21 �\ \\ �t 113 1 15" RCP /� CB-117 \ \ '
EX. FENCE \ \ / / / ^� / _ / �CB_i 10 \� 36" RCP L��584.33 y \ LJJ
/12 PAD 582.70 _585.22 � 58284 � \ a � \ - - - ,� 583.04 \ 1 w
^"' PAD=583.40 a i / 30" RCP \� 27 (/�
/ 4 583.46 36„� �\� 15„ _�� 115 / PAD=584.10 0 PAD=584.701
/ � \ �_
0.0p, / ^ PAD=584.00 \ / 583.65 \ 1
` // o / 84.09 `_,\\ �z ---- 2 -/ �� PAD=584.10 EX. RIP RAP / / / B-112 -_ ��
40, p0, l ^� 15 PAD=584.50 / _� �� 4.18 °o. 1
Know what's be I ow.
Call before you dig.
SCM OUTLET STRUCUTRE \� \° 1
30' TYPE 'A' BUFFER / / / /
(OPTION #1) PER UOD / o PAD=584.70
SECTION 8.8.3 40,p0, l ^h 1 6 / o PAD=585.20 585.14 585.22 - - - SM-114
-7- o / y
� ^ / PAD=585.80 / 585.01 � C \\ •o
EX. STORM WALL 1 I
4p•o0• / ^� 1 8 / PAD=586.20 i 1 1 1 \ PAD=585.20'00 \� 1
'P = PAD=586.10 PAD=586.10 \ \\
AD 586 20
40.00, l � ^" 1 9
\ \� \ PROPERTY LINE '
EX. PAINT ' \ /
�� \\40.0p• 4000'
1 � \ 1
\ \ \ 40.00' 140.00'
F 1
rVgR�S`%4 8 --bI VG 1
EX. EDGE OF PAVEMENT �V/pTy P SS ROB /O� ' EX. TREELINE ,
U v -T-
EX. CATCH BASIN
B\/c R/ 1
EX. TREE ,
k� 1
o EX. LOT
1
EX. SIGN
1
\ EX. UTILITY POLE
1
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
N
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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NO. DATE
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PROJECT NO. TRU-19030
FILENAME
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CHECKED BY
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DRAWN BY
CEG, APM
SCALE
1"=50'
DATE
12.21.2020
SHEET
PADDING PLAN- SOUTH
C3.06
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

MONROE EXRRES
WINGATE
AST
NORTH
SOUTH E
-STREET "B"
(57' PUBLIC R/W)
15" RCP
CB-302
/
/
15" RCP
-CB-304 /
/ \ /
PAD=590.30 /' / 40 00 / o �S
0 00�
\ / /
PAD=591.10 , o 0
0
1v / / PAD=590.60 �
PAD=591.70 4�°0589.
51 //PAD
11,,,,��/RCP590.O1 PAD=591.70
s89. `9o.s2 50 4024„RC4V \=591.70 / / / / \ LOT LINE \
J// / 49 0 / TYP.
�511 90.82 // PAD=591.10 / o
DREW S LN �, 589.31 \ \**�/CB-207 48
590.70
57' P U B L I C R W / 589.93 \\ / PAD=590.50 0
/ PAD-590.20 \ o
/ PAD=590.30 •� �- \ Soo \ /
/ 82 590.55 \�
,/ 5 :Q3\ 5\ \ /
/ PAD=591.00 . 89.03 45 \
/ 590.80
CB-3 \ O /
1 CP �/ PAD=590.50 00 /
590.74
4 \� CB-309
Soo. / / 0 84 \ \ 15" RCP So /
PAD=591.60 // o PAD=591.70\�
c6-3os PAD=589.70 \ o•
PAD-591.70 S ° /
40°°• // /^h 86 / sss.ls
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18R/C\P � PAO8.90 0 /
L (TYP. WALKI / O ' o PAD=590.20 TRAIL (TYP. 40 , / o CB
RCP / / / ; / Soo
CB-308
OPEN SPACE
PAD=588.30
/ / t7.15 AC
/
4000
� PROPOSED SCM
FES-300
(SAND FILTER) 24" RCP
CB- 1
h
24" RCP
40 00, \ /
GRADING LEGEND
C"
FLARED END SECTION
ENDWALL SECTION
CATCH BASIN
DROP INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
\TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
TP TP TP
TREE PROTECTION FENCE
LD LD
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
------- 250-------
EXISTING MAJOR CONTOUR
-------252____---
EXISTING MINOR CONTOUR
- -
EASEMENT LINE
COMMON OPEN SPACE YI-131 _
15" RCP � - -- /•o o
PAD=588.50 00 /
^ -• , 40.00' I 40.00'
jV .00' 40.00' I 40.00' 1 1 \\ O
AtI I PAD=591.30
I I
PAD=589.6o00 PAD=590.10 r0/O
PAD=589.10PAD=587.70C .
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589.85
I I 1 I I 588.97� / �� ' \ ` 39 \ • /�
584. 15 I I CB-124 / / / j590.12 \ �O
586.47 587.82 �� PAD=590.90
585.12 585.80 _ - - .- - '- / / \ oo /
CB-120 - - - CB-122 587.15 i /'% \ ao/ /01
zz�/. s \\
- 15" RCP � � i /1
r .10000000000000000000,
15" CLASS IV RCO" RCP -_ /
F- - -- - - - - -- -� - j� \\ \ PAD=591.10 /
000
8 _ --- - / 8 589.35-, \ O �(00
Imo- -- - - - - CB 1\ 37 °\\ / \
A f - - _ - - 586_92 588.21
10
- - 585.57 CB 121 587.59 \\ PAD=591.10 \
584.22 584.89 1 PAD =590.50 -1 �\ > / /
24" RCP CB-119 I I I 1 I I 1 \\\ o\ o/
I I 1 I I I PAD=589.80 \ 36 \/ y\ ,�
I I PAD=589.20
27 o� If I 1 Jo IIII PAD=58III 1 PADJ II1 0 I1I 1 c0n III10I PAD=588.80 I II� 4
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PAD=585.20 PAD=587.40 IPAD=588.10 33 3
30
28of
1,10010
,PAD=584.70 4000'
40.00' I 40.00' I 40.00' 40.00'
40.00' 40.00'
- _
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-G2
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE 1"=50'
DATE 12.21.2020
SHEET
PADDING PLAN EAST
•
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

VICINITY MAP
NTS
SITE
MONROE EXPRES W
WINGATE
VICINITY MAP
NTS
Know what's below.
Cal I before you dig.
NORTH EAST
OUTH
SHEET KEY N
NTS
GENERAL NOTES:
1. UTILITIES ARE NOT COVERED UNDER THE DRIVEWAY PERMIT. ENCROACHMENT
AGREEMENT MUST BE OBTAINED PRIOR TO INSTALLATION OF FACILITIES.
00/1000TV I IAIC
NOW OR FORMERLY
ELIA HELMY FAHEEM &
ZAKI MARIANA
D.B. 561 —
PARCEL EL 02239206
ZONING: R-20
' `-IOW OR FORMERLY
' ED�pIE B & SONYA T GADDY
I II D.B. 4084, PG 413
PARCEL 02239205
ZONING: R-20
I
Fow
ORFORMERLYNOW OR FORMERLY BORROWER LP
MARK A & KRISTIN ROZELLE b,g, 7265, PG 320 /
D.B. 4558, PG 603 ; ' PARCEL 02239204
PARCEL 02239203 ' Z-Q DING: R-20
ZONING: R-20
EXISTING EDGE /
OF PAVEMENT
NOW OR FORMERLY
JOHNA L & GAYS R LITTLE
D.B. 3987, PG 023 j'� � a P
PARCEL 02239226 /
ZONING: R-20 j
NOW OR FORMERLY
'ALKER & CORINNA VALLANCOURT
'ram
D.B. 6646, PG 023
PARCEL 02239226
ZONING: R
O /
v
6, I O
z_/ \ SSMH (TYP.)
NOW OR FORMERLY \
DEBORAH WARE
D.B. 4104, PG 612 I
PARCEL 02239237
ZONING: R-20 STORMWATER CONTROL
NOW OR FORMERLY G MEASURE
SHAWNA D POLK (SEE "C9" SHEETS)
D.B. 4738, PG 427
PARCEL 02239238
_ ZONING: R-20
40
T' I�>
TYPE BUFFER
(OPTION #1)1) PER UOD
SECTION 8.8.3
nPFN CPArP
9 1
O \\\ 23 \
21 I � I 22
\ /
LD
SITE LEGEND
v
SIGNAGE
qL
POWER POLE
ACC
ACCESSIBLE PARKING STALL
VAN
VAN ACCESSIBLE PARKING STALL
XX
PARKING SPACE COUNT
C
COMPACT PARKING SPACE
ACCESSIBLE RAMPS
TYPE Q TYPE (E) TYPE QC
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
— —
EASEMENT LINE
TP - TP - TP
d
d.
d
d
NOW OR FORMERLY
CENTERLINE
TREE PROTECTION
CONCRETE SIDEWALK OR
HEAVY DUTY CONCRETE PAVEMENT
(WHERE SPECIFIED)
TREE SAVE
OPEN SPACE
DREW' LN
STREET "B"
(57' PUBLIC R/W)
UTILITY LEGEND
_04
FIRE HYDRANT ASSEMBLY
0
WATER METER
N
WATER VALVE
REDUCER
-'
PLUG
0-1�
BLOW -OFF ASSEMBLY
•
SANITARY SEWER MANHOLE
•
SEWER CLEAN -OUT
SEWER FLOW DIRECTION
ARROW
WATERLINE
WATER SERVICE LINE
SANITARY SEWER
SEWER SERVICE LINE
— —
EASEMENT LINE
NOW OR FORMERLY
NELSON REID PHIFER
C.B. 1867, PG 258
PARCEL 02208012
ZONING: RA-40
OPEN SPACE
PROPERTY LINE
(TYP. )
NOW FOR FORMERLY
LISAI T WILSON &
THOMAS G TARLTON
D.B. 089, PG 524
PARCEL 02208005C
ZONING: RA-40
/
GRAPHIC SCALE
0 40 80 160
1 inch = 80 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-OAU1
SHEET
OVERALL UTILITY PLAN
C4.00
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

MONROE EXRRES
WINGATE
VICINITY MAP
N TS
NORTH AST
SOUTH E
I
� I i II II I
EXISTING I; I II II f
ANSONVILE RD 31 I ii II I
(VARIABLE PUBLIC R/W)
I �I
3 I j 8" METER & BACKFLOW I I II
8"X8" TAPPING I I' I ASSEMBLY
SLEEVE AND VALVE
I ,
EXISTING
LI LES WAY
(50' PUBLIC R/W)
CONNECTION TO WATER LINE ON ANSON
UTILITY LEGEND
}
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION (FDC)
13
WATER METER
N
WATER VALVE
REDUCER
PLUG
o-►+—
BLOW -OFF ASSEMBLY
•
SANITARY SEWER MANHOLE
SEWER CLEAN -OUT
SEWER FLOW DIRECTION
/
ARROW
WATERLINE
WATER SERVICE LINE
UTILITY SLEEVE
SANITARY SEWER
SEWER SERVICE LINE
FM FM SEWER FORCE MAIN
—GGGG— GAS LINE
OU OU OVERHEAD UTILITY
UE UE UNDERGROUND ELECTRIC
—T—TTT TELEPHONE
% — — EASEMENT LINE" 1
j � EX. GRAVEL 1
1
NOW OR FORMERLY
ELIA HELMY FAHEEM &
ZAKI MARIANA \ EX. FENCE \
D.B. PG 561 , �� /
PARCEL EL 0 O
2239206 / � ISPACE
POND 1 ZONING: R-20 I \� t2.29AC1
122 , � \ � 1
EX. LOT I I / , / \�\ 121
L
NOW OR FORMERLY \ ',' �'�\ ��
I EDDIE B & SONYA T GADDY
D.B. 4084, PG 413
' I PARCEL 02239205 PROP. SSMH-109
ZONING: R-20
DREW'S LN 1
(�UBtrn/W)
1
I ' EX. RIGHT OF WAY
NOW OR FORMERLY �
MARK A & KRISTIN ROZELLE I NOW OR FORMERLY EX. TREELINE
D.B. 4558, PG 603 IH BORROWER LP
I D.B. 7265 PG 320
PARCEL 02239203 � / - / �� ---- / -- - - - ----- -- ---- > ---- -- - ----- - - i-- i i - -
ZONING: R-20 PARCEL
223 204
EXISTING
EX. SEWER LINE (V
GLENCROFT DR / _ , m - 119 BLOW-0 F / / � E OASSEMB \\ \\ \\ I 63 I O II I I I II OO
0
EX. SIDEWALK 57 ,61 (50 PUBLIC R/W)
U
— / EX. BACK OF CURB
NOW OR FORMERLY �� / / EX. SIGN EX. EDGE OF PAVEMENT
JOHNA L& GAYS R LITTLE I / 0 126 m
D.B. 3987, PG 023 EX. SS MANHOLE / _ — 1 I
\ I I
py , N ti � \ 6 5 \ I I I I I I 1 w
PARCEL 02239226 EX. TRANSFORMER / \ o 1 18 f ' \ \\\ j 1 I I I I I I I I 1 w
ZONING: R-20 NWATER/ \, / rr
/ y \ EX. POWER POLE / \ N / - \ / ' / \\ \ I i
/ o / _ / / 66 \ \ I I --- -- 1 w
NOW OR FORMERLY / / \ / - \ i _ _ - - - - - - 1 w
WALKER & CORINNA VALLANCOURT\- I -oF-wAY_D.B. 6646, PG 023 y /��� \y , �� —----PROP. S MH113PARCEL 02239226h�/ - \\\13' LA TI STRIPP. SSMH-1083/4" ENDOPURE PC2067ZONING: R-20 // DOMESTIC WATER SERVIC ITHEX. CATCH BASINj \ ` 3/4" WATER METER (TYP. _
PROP. SSMH-101 . / y EX. WATER METER �.. \13
(DOGHOUSE MANHOLE) ' / / / EX. SS CLEANOUT ``\�' g ROSS \ — f0.42 AC PARKT G STRIP ® — —
/ y EX. DRIVEWAY D VA
1 16 \
EX. WATER METER .' / /yam �/� L O ® - / w - 8" DOMESTIC 1
PROP. SSMH=1 1 1 -
'
/ / �,�/ \ \ \ PROPERTY LINE 8" DOMESTIC BI
WATER LINE
� // /// / / •/ / \ \ / / O PROP S H-1 10
FIRE HYD
EX. BUILDING \ \ ASSEMBLY (TYP.) � ' I—, —
2
\ \ EX. STORM DRAINAGE LINE - I \
SSMH 107
_69
-
,�
\ O 114
\ EX BUSH a I I 1
PROP. SSMH-11 1
/ � 1
/ II
\\ 72 I I I
� \ 1
77 \ 1
\
WATER LINE II
I I
I I I I I I I I II
I I I I I I 80 I 81
I I I I 77 I 78(79 I O I O
76 I�
74 I 75 I I O , O I
I
I I I I I I I I
I I I I I I I
I I I I I
I I I
I
I I00,
APPROXIMATE LOCATION
OF WALKING TRAIL (TYP.)
NOW OR FORMERLY PROP. SSMH-103
DEBORAH WARE EX. FLARED END SECTION
\D.B. 4104, PG 612 \ _ - - _ _ ARK
PARCEL 02239237 1 \ • _ _ _
ZONING: R-20 s 1 I I� II I �N .94 AC - I COMMON OPEN SPACE ;
CD
\ NOW OR FORMERLY
\ SHAWNA D POLK-
\ D.B. 4738, PG 427
\ PARCEL 02239238 PROP. MH-102
ZONING: R-20 /
Know what's be I ow.
Call before you dig.
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
4" SCH. 40 PVC SEE SHEET C2.01
SANITARY SEWER SERVICE
WITH CLEANOUT (TYP.)
STREET "B"
(57' PUBLIC R/W) GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
L1J
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048769
REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-U1
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE 1"=50'
DATE 12.21.2020
SHEET
UTILITY PLAN - NORTH
•
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

VICINITY MAP
N TS
�O
S
O�
��ENCROFr o NORTH EAST
OUTH
MONROE EIIRIIS, y
WINGATE
Know what's be I ow.
Call before you dig.
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
CTD C CT 11 D 11
UTILITY LEGEND
_1104 FIRE HYDRANT ASSEMBLY
W
FIRE DEPARTMENT CONNECTION (FDC)
13
WATER METER
N
WATER VALVE
REDUCER
PLUG
o-►+—
BLOW -OFF ASSEMBLY
•
SANITARY SEWER MANHOLE
SEWER CLEAN -OUT
SEWER FLOW DIRECTION
/
ARROW
WATERLINE
WATER SERVICE LINE
----------------- UTILITY SLEEVE
SANITARY SEWER
FM
SEWER SERVICE LINE
FM SEWER FORCE MAIN
G G G—G— GAS LINE
—OU OU OVERHEAD UTILITY
UE UE UNDERGROUND ELECTRIC
—TTTT TELEPHONE
EASEMENT LINE
O
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F.-
LU
LU
V)
LU
LU
4N;
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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EL�/lll
REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-U1
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE 1"=50'
DATE 12.21.2020
SHEET
SITE PLAN - SOUTH
C4.02
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

MONROE EXRRES
WINGATE
VICINITY MAP
N TS
AST
NORTH
SOUTH E
PROPERTY LIN
\ ENDOPURE C200 /
/ \ \ DOMES TER SERVICE WITH
3/4" WATER METER (TYP.)
/
QP. SSMH-124 /
52
\� ROOT
STREET "B"
(57' PUBLIC R/W)
BLOW —OFF
ASSEMBLY
4" SCH. 40 PVC
SANITARY SEWER SERVICE
WITH CLEANOUT (TYP.)
49 \ �� LOT LINE
DREW'S LN (TYP.)
(57' PUBLIC R/W)
,P OP. SSMH-114
UTILITY LEGEND
}
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION (FDC)
13
WATER METER
N
WATER VALVE
REDUCER
PLUG
o-►�
BLOW —OFF ASSEMBLY
•
SANITARY SEWER MANHOLE
SEWER CLEAN —OUT
SEWER FLOW DIRECTION
/
ARROW
WATERLINE
WATER SERVICE LINE
-----------------
UTILITY SLEEVE
SANITARY SEWER
SEWER SERVICE LINE
FM FM
SEWER FORCE MAIN
—GGGG—
GAS LINE
OU OU
OVERHEAD UTILITY
UE UE
UNDERGROUND ELECTRIC
—TTTT
TELEPHONE
— —
EASEMENT LINE
/
/ ROP. S —123 /
i � � •� / PAIN TRIPING \ ,
i 8" DOMESTIC / �
WATER LINE
SS 115
BIKE LAN
P SSMH-122
88
APPROXIMATE LOCATION /
OF WALKING TRAIL (TYP
COMMON OPEN SPACE
I I r V- I I
I I
\ \
8"X8" TAPPIN \ /
z SLEEVE AND VALV / \
\42 OPEN SPACE
\ � t7.15 AC
/
41 \ �/' \ \ \
PR P. SSMH— 0za�
PROP. SSMH-1
13 \Y
FIRE HYDRANT \ \
SSEMBLY (TYP. \ \
I � \
I I 8" DOMESTIC
I WATER LINE
I I 1
I 29 I 30 I 32 O
27 28 O O 31 O I III \
\ I I I
-------------
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
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McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
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McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
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NO. DATE
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STA. 10+00.00 THRU STA. 22+00.00
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DREW'S LN
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
21+00 22+00 23+00 24+00 25+00 25+33.32
REVISIONS
NO. DATE
V I \L V V J LI V
(57' PUBLIC R/W)
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THE JOHN R. •:
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WINGATE, NORTH CAROLINA 28174
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PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
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DATE
TRU-19030
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12.21.2020
0
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0 20 40 80
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PLAN AND PROFILE
DREW'S LN
STA. 22+00.00 THRU STA. 26+04.37
C5e0l

'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
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TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
1 1 +00
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NO. DATE
12+00
N CARO
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PROJECT NO. TRU-19030
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DATE 12.21.2020
GRAPHIC SCALE
0 20 40 80
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McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
REVISIONS
NO. DATE
N CARO
THE JOHN R. •:
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PROJECT NO. TRU-19030
FILENAME TRU19030-P1
CHECKED BY MDD
DRAWN BY MDD/CEG/APM
SCALE 1"=40'
DATE 12.21.2020
PLAN AND PROFILE
STREET B
STA. 17+00.00 THRU STA. 29+00.00
C5e0
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'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
CLIENT
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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NO. DATE
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THE JOHN R. •:
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GLENCROFT DRIVE
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PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-P1
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SCALE 1"=40'
DATE 12.21.2020
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GRAPHIC SCALE
0 20 40 80
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STREET B
STA. 29+00.00 THRU STA. 34+00.00
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McADAMS
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The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
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2649 BREKONRIDGE CENTRE DR
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N0. DATE
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= :THE JOHN R. •:
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PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-P2-UCPW SS
CHECKED BY MDD
DRAWN BY MDD/CEG/APM
SCALE
DATE 12.21.2020
PLAN AND PROFILE
SS OUTFACE "100"
SSMH-101 - SSMH-107
C5e05
www.mcadamsco.com

The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
McADAMSwww.mcadamsco.com
CLIENT
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
REVISIONS
NO. DATE
STREET B
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FILENAME TRU19030-P2-UCPW SS
CHECKED BY MDD
DRAWN BY MDD/CEG/APM
SCALE
DATE 12.21.2020
PLAN AND PROFILE
SS OUTFACE "100"
SSMH-106 -SSMH-108
C5e06

'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
CLIENT
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
STREET B
610 610
600 600LO
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REVISIONS
NO. DATE
CARO
= :THE JOHN R. •:
= C) McADAMS ; z
;COMPANY, INC.
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GLENCROFT DRIVE
WINGATE, NORTH CAROLINA 28174
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-P2-UCPW SS
CHECKED BY MDD
DRAWN BY MDD/CEG/APM
SCALE
DATE 12.21.2020
PLAN AND PROFILE
SS OUTFACE "100"
SSMH-108 -SSMH-109
C5e07
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The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
REVISIONS
N0. DATE
N CARO
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FILENAME TRU19030-P2-UCPW SS
CHECKED BY MDD
DRAWN BY MDD/CEG/APM
SCALE
DATE 12.21.2020
PLAN AND PROFILE
SS OUTFACE "100"
SSMH-108 -SSMH-113
C5e0
8

'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
CLIENT
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
STREET A
600 600
19+50 20+00 21 +00 22+00 23+00 23+28.95
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FILENAME TRU19030-P2-UCPW SS
CHECKED BY MDD
DRAWN BY MDD/CEG/APM
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DATE 12.21.2020
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3430 Toringdon Way
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Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
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CLIENT
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
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PHONE: [phone]
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FILENAME TRU19030-P2-UCPW SS
CHECKED BY MDD
DRAWN BY MDD/CEG/APM
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DATE 12.21.2020
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3430 Toringdon Way
Suite 110
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phone [phone]
fax [phone]
license number: C-0293, C-187
CLIENT
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
27+00
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NO. DATE
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PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-P2-UCPW SS
CHECKED BY MDD
DRAWN BY MDD/CEG/APM
SCALE
DATE 12.21.2020
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GRAPHIC SCALE
0 20 40 80
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PLAN AND PROFILE
SS OUTFALL "100"
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VICINITY MAP LEGEND EROSION CONTROL LEGEND
NTsQ EXISTING IRON PIPE SIGN IIIIIIIII' SILT FENCE OUTLET
TEMPORARY DIVERSION SWALE WATER MANHOLE
0IRON PIPE SET
TEMPORARY DIVERSION SWALE ID TD-1 TD-2 TD-3 TD-4 TD-5 TD-6 TD-7 TD-8 TD-9 ® CABLE BOX
S A CALCULATED POINT INLET PROTECTION
DRAINAGE AREA 2.87 ac 8.90 ac 7.68 ac 2.66 ac 0.75 ac 0.52 ac 0.69 ac 0.39 ac 6.57 ac FIBER OPTIC VAULT
� OS SANITARY SEWER MANHOLE
P �LEiVCROF Q10* 13.4 cfs 41.4 cfs 35.8 cfs 12.4 cfs 3.5 cfs 2.4 cfs 3.2 cfs 1.8 cfs 30.6 cfs WV SD STORM DRAIN PIPE INLET PROTECTION
! D SITE LONGITUDINAL SLOPE 2.70 % 1.00 % 2.00 % 1.00 % 1.00 % 1.00 % 2.30 % 1.00 % 1.20 % D4 WATER VALVE FOR EXISTING STRUCTURES
BOTTOM WIDTH (FT) 0.00 3.00 3.00 1.00 0.00 0.00 0.00 0.00 3.00 ® WATER METER OU OVERHEAD UTILITY LINES
DEPTH (FT) 1.20 1.60 1.25 1.30 1.10 1.00 0.90 1.00 1.40 FIRE HYDRANT W WATER LINE TEMPORARY SLOPE DRAIN
MONROE EXPRESSWgY ❑T TELEPHONE PEDESTAL SS SANITARY SEWER LINE
Notes: ❑E ELECTRIC BOX T TELEPHONE LINE FILTER BERM
WINGATE GROUND STABILIZATION
1. Side slopes pertain only for the vertical height from the base to the top of berm, 3H:1V above that. CO -)POWER POLE G GAS LINE
SITE AREA DESCRIPTION STABILIZATION STABILIZATION TIME CHECK DAM
TIME FRAME FRAME EXCEPTIONS 2. See details regarding skimmer design specifications ilk CURB INLET UT UNDERGROUND TELEPHONE
61 PERIMETER DIKES, 3. See details on silt fence baffle spacing. -X X- FENCE LINE -SF -SF -SF- SILT FENCE
SWALES, DITCHES AND 7 DAYS NONE (D) STORM DRAINAGE MANHOLE
VICINITY MAP SLOPES -SSF-SSF-SSF- SUPER SILT FENCE
HIGH QUALITY WATER ❑ YARD INLET
7 DAYS NONE Trap ID Drawdown Skimmer Type(s) TP TP TP TREE PROTECTION FENCE
(HOW) ZONES
NTS SB-1 3 DAYS 1 - 3 inch Skimmers with o(n) 3 inch orifice ® FIBER OPTIC MARKER LD LID LIMITS OF DISTURBANCE
SLOPES STEEPER THAN 7 DAYS IN LENGTH ANDD ARE NOT ()
IF SLOPES ARE OR LESS SB-2 3 DAYS 1 - 3 inch Skimmers with a n 2.75 inch orifice WOODED AREA
3:1 STEEPER THAN 2:1, 14 SB-3 3 DAYS 1 - 2.5 inch Skimmers with a(n) 2.25 inch orifice
DAYS ARE ALLOWED _0� _01� _0� _00 ­111. DIVERSION DITCH
° oo °° O ° 0-
7-DAYS FOR SLOPES Oo ° °OQo° � oo - ° o°�
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LENGTH ° °C}° o° °� 00 CONSTRUCTION ENTRANCE/EXIT
AREA = 37.95 AC.
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°° ° °° 00 °°
ALL OTHER AREAS WITH NONE (EXCEPT FOR °�UO °�Q0�goR
SLOPES FLATTER THAN 14 DAYS PERIMETERS AND HOW ° o°
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250 MAJOR CONTOUR
251 MINOR CONTOUR
_ _ _ _251_5 _ _ _ 1 /2 FOOT CONTOUR
250_______ EXISTING MAJOR CONTOUR
251 _______ EXISTING MINOR CONTOUR
Know what's below.
Cal I before you dig.
PERMANENT RISER STRUCTURE LE TEMPORARY
F
SEE STORMWATER CONTROL FLEXIBLE PIPE SLOPE DRAIN
MEASURE PLAN FOR MORE DETAIL (PER DETAIL) TD-7
TEMPORARY DIVERSION DITCH/BERM
ATTACH 3" SKIMMER WITH A SIDE SLOPES: 3:1 (H:V)
40 00 DRAINAGE AREA TO 2.75" ORIFICE TO RISER BOTTOM WIDTH: 0' NOW R FORMERLY
TEMPORARY LINER-ERONET C-125 ( I I �ISA�T/WILSON &
STRUCTURE AT INV=574.00' _ 1 I / I HO,MA� T RLTON
SB-1 (5.24 AC.) 1 I _ / \ / / / I L // r i / / G
` I �I / \ / / / v A A \ \ v - - _ / / i ( ) I I I /I � �9„ PG 524
RTYI LI �E ii I V A V / \ / / OW bR F Rfv1 �L� / / / - A A \ - / % /PAC LL 02208005C
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ELIA HELMY FAHEEM & (TYP.) A v (10 FT. WIDE MIN.) / OAIIKIG� A 4 / - /
ZAKI MARIANA �1 \ _ \ �. A Av\ \ \ \ / / / / f �� \ I + + + + + +
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/ 1 PROVIDE RIP A & ASHE� STONE
/ I / 574 / / TEMPORARY SILT FENC
FILTER BERM A ENT NCE T0- E/ / I_ / /
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ATTACH 3" SKIMMER HNC _ - _ / - - _(TYP. TEMPORARY SILT FENCE 1 / I / \ / SIDE SLOPES: //3:1 (H:Vj
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c L - ffD / PER DETAIC(TYP.) ,/ I I / /
STRUCTURE AT fNV75LL� - / , \ - -
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(10-FT. WIDE MIN.) T
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� _ _ r � � / � � � TEMPORARY SILT FENCE
OUTLET PER DETAIL
PERMANENT RISER STRUCTURE (TYP.)
TEMPORARY SILT FENCE
SEE STORMWATER CONTROL
MEASURE PLAN FOR MORE DETAIL/ _ - ( )
\ \ \ PER DETAIL TYP.
LD
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
N
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME
TRU19030-EC1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
1"=100'
DATE
12.21.2020
SHEET
OVERALL EROSION CONTROL
PLAN -STAGE 1
C6e00
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

VICINITY MAP
NTS
PERMANENT SEEDING SCHEDULE
NOTE: FOLLOW NCDEQ PERMANENT SEEDING STANDARDS SECTION 6.11 OF THE EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
AUG 25 - OCT (BEST) TALL FESCUE 100 LBS/AC
FEB - APR 15 (POSSIBLE)
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/AC GROUND AGRICULTURE LIMESTONE AND
1000 LB/AC 10-10-10 FERTILIZER.
MULCH
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL
TESTS OR APPLY 150 LB/AC 10-10-10 FERTLIZER. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES.
NOTE: PERMANENT SEEDING SCHEDULE IS FOR DISTURBED AREAS
LEGEND
Q
EXISTING IRON PIPE
®
IRON PIPE SET
A
CALCULATED POINT
(S
SANITARY SEWER MANHOLE
Wv
M
WATER VALVE
®
WATER METER
FIRE HYDRANT
0
TELEPHONE PEDESTAL
0
ELECTRIC BOX
COL)
POWER POLE
FoW
CURB INLET
DO
STORM DRAINAGE MANHOLE
❑
YARD INLET
®
FIBER OPTIC MARKER
E
EROSION CONTROL LEGEND
-�
SIGN
IIIIIIIII'
SILT FENCE OUTLET
®
WATER MANHOLE
®
CABLE BOX
INLET PROTECTION
FIBER OPTIC VAULT
SD
STORM DRAIN PIPE
t '
INLET PROTECTION
FOR EXISTING STRUCTURES
OU
OVERHEAD UTILITY LINES
W
WATER LINE
TEMPORARY SLOPE DRAIN
SS
SANITARY SEWER LINE
T
TELEPHONE LINE
FILTER BERM
G
GAS LINE
ago
CHECK DAM
UT
UNDERGROUND TELEPHONE
X-
FENCE LINE
—SF —SF —SF—
SILT FENCE
—SSF—SSF—SSF—
SUPER SILT FENCE
TP TP TP
TREE PROTECTION FENCE
LD LD
LIMITS OF DISTURBANCE
WOODED AREA
���►-I-I
DIVERSION DITCH
° °o O° O ° °o
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CONSTRUCTION ENTRANCE/EXIT
° °o Oo O
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250
MAJOR CONTOUR
251
MINOR CONTOUR
_251_5 _ _ _
1 /2 FOOT CONTOUR
_______250
EXISTING MAJOR CONTOUR
_______251
EXISTING MINOR CONTOUR
PERMANENT RISER STRUCTURE
SEE STORMWATER CONTROL
MEASURE PLAN FOR MORE DETAIL
I
ATTACH 3" SKIMMER WITH A
2.75" ORIFICE TO RISER NOW IOR FORMERLY
STRUCTURE AT INV=574.00' i �� I I �IS T N/ILSON &
24" TEMRORQRY ` I / / THO,MA T RLTON
_ U �\ `I ) / — — /�/ // /FLEXIBLE PIPEL P [BRAIN \ — _ / ) 9 PG 524
A \ / ow OR F�RtviE L� / / (PER DETAIL) v v / / / / I /,
JC�IARL�S M CREEC�TRUS E // / / \ V \ - - % / J / / / / P/Z CNMd., RA8 405C
TEMPORARY SILT FENCE \ \ i TEMPORAY SIFT F�NCE` \ \ \ \ \ l / / �� I / / D.B. �12, 1�/ / �r \ / / / -�, / / /
NOW OR FORMERLY OUTLET PER DETAIL \ PER DETAIL (T�'P.) / / / PARCEL/0 25900 _ —
ELIA HELMY FAHEEM & (TYP.) A ; V A \ A / �j // / / / / ZONING� �RAf 40� /
ZAKI MARIANA V \ \ \ \ — �•�. ' /
151 PG 561 ) — \ � � ) � \ �+� + + � /�� � j �`
PARCEL 02239206
"��� C / / / \ ) / FILTER OIDBRIP ERMS AT SHED RANCE TOONE
ZONING: R-20 - — - + + + / +/ +I + +� +
/ �SLdP\PRAINS (TYP.)
') + + + /+ � � � ) � / � � � / � / / I \ V� — kAPOR-ARC' S4LT FENCE/ //
\ 24" T�MPQRA Y / / / / \ \\ ER DETAIL (TYR.) +/ /+ / �i / �j / +/ /
FLE�BLE //PIPE S�OPE DRAIN / / \ I / \ TEMPORARY SILT FENCE
�/
+ + (PE D&AILJ) / / — V I / \ \ \� V L� /b � / -r j / ` / + + /
`-NIOW OR FORMERLY //, \ V / / / / / OUTLET �ER ET I / /
EDbIEB & SONYA T GAI�DY �/j ( \ \ \ \ + / i + / \ _ _ - - \\ l \ \ l -+/ / / /rI-/ + + + -
II D.B. 4084, PG 413 1 / l \ / / / / (TYP. �/ /// �/ / / / \ /
PARCEL 0223920P //; + + + % + \ \ - - - v \ / V i // / ///� / �/ / / L
ZONING: R-20///� V / , j l �� A �� V A I II A \/ / / /+ +/ / / -_�_ _
FIOWW
OR FORMERLY �, ///% _ = A. V� \ \ �' iA / \/ ///�/ / ( /_NOW OR FORMERLY \BORROWER LP � I / ///l'--- - � A / / v
MARK A & KRISTIN ROZELLE b.6. 7265, PG 320 ( � �� °���,\ � -� I �
D.B. 4558, PG 603 ; 'PARCEL 02239204 �\ \������ ��'I� / �� / // / / �/ +/ -{�
PARCEL 02239203 ' ZO LING: R-20 \�(��((/(( ��/��� i 03 //
ZONING: R-20 _ I��I�II�\1l 1/l�j/ - IT Po�AR ,HEc i �/ l /l
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I I \ U _ —� _�—= _ — -- —
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JOHNA L & GAYS R LITTLE � vv / � ,�/� ) I I I � / l V
D.B. 3987, PG 023 / )
PARCEL 02239226 °/ _ ( %/ i - < _ J _ - - ) -
ZONING: R-20 h / \ / - - _ _ _ - - -
i / - jl % ! 1 - - - -- --cr - - _-T— c _ s - I I I i ( I I (I I I / �` // / I (/+) + ( + \ \ \ + \
NOW OR FORMERLY �/�/ /� .� \ / / - - r
ALKER & CORINNA VALLANCOURT � I +v + /+/ /+ �+ +� \
D.B. 6646, PG 023 -' \ �� / J \ / / / / +�� + + V A V A
_ I \ v
PARCEL 02239226 s � �, \ / �
ZONING: R-2 i / / '� \ F�MPORAf�Y T (TYP.�/ -
�� (� � � � CONS I i � � — � ( V � �
i /(5 \ �I - - // ( / /� +
_ II )
i PRdVID R AP E St= i \ — + + + / + + / FF�TER BEf?M RA T — — _ � _ � / — + + /
/++� +
+ l +
_
AIN
r I XIBLE PIPES
+ + + �+
+'
\ PE DETAIL A — V A - _= / ;J /
NOW OR FORME
D DES �, EE OR A E
DEBORAH WARS( � � \ VA � � - - �
D.B. 4104, PG /61 2 \ \ \ PER T ND D UT L ' v A / (� ��
PARCEL 022392,7 \ \
ZONING. R-2) /III�II I AR I s�N
NOW OR FORMERLY
SHAWNA D POLK /�/( Y
D.B. 4738, PG 427 / /%% /� �) j A \ / / I
PARCEL 0223!238 FO ERLY
ii (n v �� v - -- / ��� / �
ZONING: R�20 NOWn/ (� � � � .�
NELS3N RE PHIFER
RIPRAP' BERM PER - �� _
30.0 / y� v�� _ I I �' \� � J / / / PZINING,
EL\\02 b8o 28
RA-40
PORA ILT
01JTLET DETAY
ATTACH 3" SKIMMER__ -WITH_ -A
\
/
— YP.) \
— r -- — TEMPO Y SIL F CE
3" ORIFICE TO RISER �� —_
STRUCTURE AT fNV=572 55;-AIL
_ — _
—
\ i _
(TY
PERMANENT RISER STRUCTURE
_
\
SEE STORMWATER CONTROL
MEASURE PLAN FOR MORE DETAIL/
—
_
— — — \\ \ — — \ \
\
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
N
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-EC2
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
V=100'
DATE
12.21.2020
SHEET
OVERALL EROSION CONTROL
PLAN -STAGE 2
C6e0l
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

wB
a
10' MIN.
t o
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0 0
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to
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L----
----
----
----J
PLAN
STAPLES
(2 PER BALE)
-10 MIL PLASTIC
LINING
WOOD OR -
NATIVE MATERIAL METAL STAKES
(OPTIONAL) (2 PER BALE)
SECTION B-B
-EDGE OF LINER
-STAKE (TYP.)
3'
3'
STRAW BALE
(TYP.)
STAKE CAPS
ATTACH LINER TO TOP OF
STRAW BALE WITH STAPLES
BINDING WIRE
STRAW BALE
PLYWOOD NOTES:
48 x24 1.
PAINTED WHITE
ACTUAL LAYOUT DETERMINED IN THE FIELD.
2.
THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30
6
ETE
BLACK LETTERS
FEET OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
:WASHOUT
6" HEIGHT INSPECTION/MAINTENANCE/REMOVAL:
0
0.5" LAG SCREWS 1.
TEMPORARY CONCRETE WASHOUT FACILITIES ARE TO BE
INSPECTED BY THE CONTRACTOR DURING HIS/HER WEEKLY
WOOD POST
EROSION AND SEDIMENT CONTROL INSPECTION, AFTER A
77
=iTl=lil=iil=�
3"x3"x8'
STORM EVENT OF 1/2" OR GREATER AND AT THE END OF
ANY DAY WHEN CONCRETE HAS BEEN POURED ON THE
CONSTRUCTION SITE. THE INSPECTOR IS TO ENSURE THAT
CONCRETE WASHOUT
THERE ARE NO LEAKS, NO SPILLS AND THAT THE FACILITIES
CAPACITY HAS NOT YET BEEN COMPROMISED.
SIGN DETAIL 2.
ANY OVERFLOWING OF THE WASHOUT FACILITIES ONTO THE
(OR EQUIVALENT)
GROUND MUST BE CLEANED UP AND REMOVED WITHIN 24
HOURS OF DISCOVERY.
3.
IF A RAIN OR SNOW EVENT IS FORECASTED, A
NON -COLLAPSING, NON -WATER COLLECTING COVER SHALL BE
PLACED OVER THE WASHOUT FACILITY AND SECURED TO
PREVENT ACCUMULATION AND OVERFLOW OF PRECIPITATION.
4.
CONTENTS OF EACH CONCRETE WASHOUT FACILITY ARE NOT
TO EXCEED 75% OF ITS DESIGNED CAPACITY. IF THE
CONTENTS REACH 75% CAPACITY, DISCONTINUE POURING
CONCRETE INTO THE FACILITY UNTIL IT HAS BEEN CLEANED
OUT.
5.
ALLOW SLURRY TO EVAPORATE OR REMOVE FROM SITE IN A
SAFE MANNER (I.E. VACUUM TRUCK). ALL HARDENED MATERIAL
CAN THEN BE REMOVED AND DISPOSED OF PROPERLY.
6.
IF A LINED BASIN IS USED, IMMEDIATELY REPLACE THE LINER
IF IT BECOMES DAMAGED.
7.
REMOVE TEMPORARY CONCRETE WASHOUT FACILITIES WHEN
„
2
THEY ARE NO LONGER NEEDED AND RESTORE THE DISTURBED
AREAS TO THEIR ORIGINAL CONDITION.
1/8" DIA. AT LEAST 6
STEEL WIRE
STAPLE DETAIL
CONCRETE WASHOUT PIT
N.T.S.
t ENTRY UNIT
TRASH SCREEN
ORIFICE OPENING INSIDE THE
HORIZONTAL TUBE WITH A
CONSTANT HYDRAULIC HEAD
SCHEDULE 40 PVC PIPE
OR ARM)
HOSE
TOP VIEW
VENT PIPE
END VIEW
FAIRCLOTH SKIMM
OUTLET
ENTRY UNIT
GENERAL NOTES;
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
CONDITIONS WARRANT A CHANGE.
& EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
INSTALLED.
5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE
EMBANKMENT
MAXIMUM HEIGHT OF FLOAT WHEN NO
ENCY SPILLWAY OTHER STORM WATER DISCHARGE
INGS EXIST
(MAJOR STORM EVENT)
INVERT OF LOWEST STORM PVC VENT
GRATE ATER DISCHARGE OPENING PIPE
(MINOR STORM EVENT)
[fLOAT
FLEXIBLE HOSE MUST BE
SECURELY FASTENED TO
asc.�IWAARc�;E `7:7 aHAARc�;E o�PEr�iwc
OPENING
H ' BLE HOSE L = 1.4 X DEPTH
TO THE OVERFLOW
I rr LENcm APPLES
SCHEDULE 40 PVC PIPE
(BARREL OR ARM)
SIDE VIEW MAINTAIN DEPRESSION TO
NO SCALE MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
ORANPI BY t R. EVANS 10/10
DISCHARGE SYSTEM WITH OUTLET �.�
STRUCTURE 9) 732-1266
1244
EMAIL' WARFEWAIIIII11CLOINSKININE111LOON!
1.5'
max
2 X 4" wood frame
U
Stlo ke
1
Buried Fabric
I
min
�7
Installation of fabric and supporting frame for inlet protection.
NOTES:
a. GRAVEL PAD TO BE 12'x 50' AND 6" THICK MINIMUM
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
c. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIVERSION DIKE f� 4' MIN ISLAND OVER INLET
DIRECT FLOW OF MUD ONTO STREETS.
:•' . - ' : •'; >'
PERIODIC TOPDRESSING WITH STONE
HOLD-DOWN STAKES
.�►'.:,•';..""• 3.1 1.5' MIN
•`:•+�,�";;;.'�,:; ;'•: ".'.+:. �•.,.
SILL BE NECESSARY; KEEP SOME HANDY.
'r
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
COMPACTED SOIL
IMMEDIATELY.
2' MIN
10' SPACING
-_ INLET _
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE
DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH.
18" MIN FLOW
-III-
PLASTIC
CORRUGATED \
-
PIPE \`
�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIII�IIIII
- I- I .. 1=
III III
-I
=I III=,_TOP
IIIII IIIII;IIIII;IIII,;
6' TYPICAL
;III ;III
�r I
'1 I
STABILIZE
TOP OF
HAND COMPACTED
FILL (ISLAND)
0.5' min
I_I I I -I I ,
SO
(�
OUTLET I I
VVV
OF
DIVEERS ON 4 min LE
III -I-III-III-III-III- ANCHOR NETTING IN
I-III-1 I-� I A 12-INCH TRENCH
-III-►
MAN
- - ^- I j NATURAL GROUND
1.5' MIN n 3:1
I -I ► I-
OVERLAP
_ _
= I,-,�T
DIVERSION CHANNEL
1' MIN.
a
T
JOIN STRIPS BY AND OVERLAPPNGNCHORING
° /
r- 4�
LEVEL SECTION
\�F
-
6" MIN
��4
COARSE AGGREGATE
2-3"
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
Installation of netting and matting (modified from Va. Div. of Forestry)
TEMPORARY CONSTRUCTION
ENTRANCE/EXIT
Temporary earthen diversion dike
Cross section of temporary
slope drain
CONCRETE BLOCK
•w •
A I I I I I I 11�1A'•, '•
........
0 0 00 000 O
CONSTRUCTION SPECIFICATIONS yyQQ{{P o 0
0
Ckk
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE C�cQb O 000-600Qb �000�°OOCaOOOp
ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCH BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. 2:1 SLOPE, GRAVEL FILTER
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2x4 WOOD STUDS THROUGH
BLOCK OPENINGS. WIRE SCREEN
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT
WIRE MESH WITH 1/2-INCH OPENING OVER ALL POOL
BLOCK OPENING TO HOLD GRAVEL IN PLACE. DEWATERING
3. USE CLEAN GRAVEL,3/4-TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND 16'
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED 1'MIN. ■ ■
STONE IS RECOMMENDED. 2'MAX.
SEDIMENT
BLOCK AND GRAVEL DROP INLET PROTECTION
Temporary sediment pool
1' min 2:1 slope
2' max
3:1 slope
a
Fine gravel / - - - - - -
face ( min III- I3 III III I��
thickness) stone
II II
Gravel drop inlet protection (gravel donut).
Wire mesh
(optional)
36" MIN. SPACING TYP.*
12" MIN.
SPACING TYP.*
6"
OVERLAP
IN SLICE
jgR� WATER TABLE
i
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE.
GENERAL NOTES:
1. LAY BLANKETS LOOSELY AND
STAKE OR STAPLE TO MAINTAIN
DIRECT CONTACT WITH THE SOIL.
DO NOT STRETCH.
2. * DIMENSIONS SHOWN ARE
MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE ADDITIONAL
REQUIREMENTS THAT MUST BE
MET.
3. SLOPE SURFACE SHALL BE FREE
OF ROCKS, SOIL CLODS, STICKS,
GRASS. MAT/BLANKETS SHALL
HAVE GOOD SOIL CONTACT.
4. THE DETAIL SHOWN IS FOR SLOPE
MATTING. FOR CHANNEL OR PIPE
OUTFALL MATTING SPECIFICATIONS,
PLEASE REFER TO NCESCPDM
STANDARD #6.17 AND
MANUFACTURER'S GUIDELINES.
NON -WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
EMBANKMENT MATTING DETAIL
NOT TO SCALE
30.201 1
'J
M A AMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS ���
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-EC3
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
N/A
DATE
12.21.2020
SHEET
EROSION &SEDIMENT
CONTROL DETAILS
C6e02
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

8' MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
STEEL POST
WIRE FENCE---
24"
WIRE FENCE
L
STEEL POST_
PLASTIC OR
WIRE TIES
`NATURAL
GROUND
FILTER FABRIC
8" DOWN AND 4" FORWARD
ALONG THE TRENCH
� FILTER FABRIC
BACKFILL TRENCH AND
COMPACT THOROUGHLY NATURAL
GROUND
•• i OPE
MI • i UPSL
00 0 I
••• • MIN.
�•••eii4l• ••••
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 p of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
p J P Y. P Y Y Y
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. An time when inspections
P P Y Y P
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours
1 Rain gauge
Daily
Dailyrainfall 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 (anc 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 a 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 (SDCs)
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 a 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 daysby
stream has visible increased turbid 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 1
event > 1.0 inch in
_
2. Records of the required reports to the appropriate Division
Q D
24 hours
Regional Office per Part III, Section C, Item (2)(a) 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
round cover).
8 )
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
L = The distance such that points
A and B are of equal elevation
�l
L
NOTES:
Space check dam in a channel so that the crest
of downstream dam is at elevation of the toe of
upstream dam
1. E&SC Plan Documentation
The approved E&SC plan as well as an approved deviation shall be kept on the site. The
PP P Y pp P
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
a Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
PY
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 to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
P p P q
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
P q
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
g
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC Ian authority has approved these items
P Y PP
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
c Dewaterin discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
() g g g p p
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
d Vegetated, upland areas of the sites or a properly designed stone ad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item c above
() g p p p Y g P g () ,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
Check dam spacing
i1
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
P g
(a) Visible sediment deposition in a stream or wetland.
O Oilspills ills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• The cause sheen on surface waters (regardless of volume or
v ( g ),
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timefrannes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7calendardays, 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 dO as list 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 7calendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect ofthe 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(1)(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.
Cs
NORTH CAROLINA
n Q
�,
r Environmental Quality
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
C LA
A
PLAN VIEW
4' TO 6'
CROSS SECTION VIEW A -A
Stone should be placed over the channel banks to keep water
from cutting around the dam.
Stone Check dam
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
g Y gl
may not apply depending on site conditions and the delegated authority having jurisdiction.
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
(HOW) 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 HOW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW 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
p g Y g
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent round stabilization is achieved.
g
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
Hydroseedmg
Geotextlle fabrics such as permanent Boll
Rolled erosion control products with or
reinforcement matting
g
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 selectingfrom the NC DWR List o A roved PAMS Flocculants.
f pp /
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 ondin area for containment of treated Stormwater before discharging
P g g g
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
STEEL POST
WIRE FENCING
(IF APPLICABLE)
WOVEN FILTER
4' MAX.
GENERAL NOTES:
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO
TALLER THAN 18 INCHES.
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING
APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12 INCHES
IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE CLOTH TO
BE SAME AS STD. #30.09 (19 GAUGE, 1/4" SPACING).
AT 3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE
DIRECTION OF THE INSPECTOR.
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
p P p p Y p
hazardous waste (recycle when possible).
( Y P )
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 bur or burn waste. Place litter and debris in approved waste containers.
Y PP
2. Provide a sufficient number and size of waste containers (e.g rum ster, e. trash
p
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.
S. 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.
sit w-,
i
NORTH CAROLINA
M.
J� Environmental Quality
Y
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
STEEL POST
HARDWARE CLOTH
WASHED STONE
(NCDOT #5 OR #57)
Flow
ANCHOR SKIRT;
EXCAVATE TRENCH
AND COMPACT
BACKFILL
MAINTENANCE NOTES:
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
OR REMOVED IT.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
SILT FENCE
OUTLET
DNSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
• a qi
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'° °em ° ° 1 i
0
try
ry
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a.en .� ter• yen _ _ _
WASHOUT STRUCTURE
BELOW GRA➢E WASHOUT STRUCTURE AROVE GRA➢E ���
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 Iota[ requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If Iota[ 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 ]east 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 [east 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
,p g
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.
NOT TO SCALE
30.06C11 5
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-EC3
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE N/A
DATE 12.21.2020
SHEET
EROSION &SEDIMENT
CONTROL DETAILS
C6e03
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
AREA
>10 AC.
(ACRES)
<100 AC.
MIN.
LENGTH TO
WIDTH RATIO
2:1
MAX.
LENGTH TO
6:1
WIDTH RATIO
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
DISTURBED)
435
SURFACE
(SQ. FF.
AREA
PER CFS
REQUIRED
Q10)
PLAN VIEW
I N FLOW
AVERAGE AREA -
WIDTH - LENGTH
' AREA OF BASIN WATER
SURFACE AT TOP OF PRIMARY
SPILLWAY
CROSS-SECTION VIEW
INFLOW
DEWATERING
ZONE -
FILTER FABRIC -
CLEANOUT
DEPTH
DATA BLOCK (H/2)
BAFFLES PER
OLDS NOTES:
1. REFER TO NCESCPDM
SECTION #6.61 FOR
ADDITIONAL DESIGN
LENGTH SEDIMENT SPECI TBASINS IONS REGARDING
2. REFER TO STD. #30.19
10' FOR BAFFLE SPACING AND
MIN. INSTALLATION.
3. FIRST BAFFLE IS TO BE
CONSTRUCTED OF RIP -RAP.
-- -- WITH A MIN. HEIGHT OF 3'
AND MIN. TOPWIDTH OF 2'.
--------- 4. TURBIDITY CURTAIN (CLDS
RISER #30.23) MAY BE USED IN
LIEU OF POROUS BAFFLES
SKIMMER (CLDS #30.19).
DEWATERING 5. FLASHBOARD RISER NOT
DEVICE PERMITTED FOR USE IN
THE CITY OF CHARLOTTE
L=20' 6. SKIMMER INVERT ELEVATION
MIN. = BASIN BOTTOM + 1'
MIN.
7. H = SPILLWAY ELEVATION
- SKIMMER INVERT
-RIP RAP BERM; SEE NOTE #3 ELEVATION
1' FREEBOARD yy
6" MAX. DEPTH OF FLOW
OVER EMERGENCY SPILLWAY EMBANKMENT
MIN. 1' �T
PRIMARY SPILLWAY (RISER)
MIN. - Z-
1' SEDIMENT BAFFLE
STORAGE
-- H
EMERGENCY
SPILLWAY
SPECIFY SEEPAGE
H X 1.5 CONTROL MEASURES
(5' MIN.) NOT TO SCALE
BASIN
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q10
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH (FT.)
H/2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
REQUIRED
(CUBIC FT.)
PROVIDED
(CUBIC FT.)
REQUIRED
(SQ FT.)
PROVIDED
(SQ FT.)
SB-1
18.56
13.32
81.9 CFS
26,730
115,710
35,640
60,860
1
2
5.0
N/A
N/A
10
3"
3"
SB-2
13.07
13.07
60.9 CFS
23,52
881,440
26,470
43.550
1
3.83"
2.75"
4'-0" MAX. SPACING
(TYPICAL)
SEDIMENT BASIN
INLET ZONE 25%
OF SURFACE AREA
INLET ZONE 25%
OF SURFACE AREA
INLET ZONE 25%
OF SURFACE AREA
OUTLET ZONE 25%
OF SURFACE AREA
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X
700 g/m2
COIR FABRIC 5' STEEL
OR EQUIVALENT
FL
B" X 6" TRENCH
BACKFILL AND COMPAC
FENCE AND FABRIC
BURIED IN TRENCH
30.03A1 1
GENERAL NOTES:
1. DRIVE 5' STEEL POST AT LEAST
24" INTO SOLID GROUND.
2. USE STAPLES 1' APART
HORIZONTALLY AND VERTICALLY
TO ATTACH THE FILTER FABRIC
TO THE WIRE FENCE.
3. MINIMUM BAFFLE SPACING IS 10'.
4. THE FLOOR OF THE BASIN IN
THE OUTLET ZONE AND BERMS
SHOULD BE SEEDED
IMMEDIATELY AFTER THE BASIN
IS CONSTRUCTED.
5. REFER TO NCESCPDM SECTION
#6.65 FOR ADDITIONAL
SPECIFIATIONS.
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BAFFLE INSTALLATION
NOT TO SCALE
30.19 11
GENERAL NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED.
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD.
REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8. STORAGE AREA MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD
ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN
DIMENSIONS.
9. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
10. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING.
BAFFLES SHALL BE INSTALLED IN ALL BASINS.
11. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
12. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
13. FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
14. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
15. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION
HAS BEEN GRANTED BY THE CITY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
ESTABLISHED.
16. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACED AT
THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE
GENERAL NOTES -SEDIMENT BASINS
30.03E 115
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McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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NO. DATE
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PROJECT NO. TRU-19030
FILENAME
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CHECKED BY
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DRAWN BY
CEG, APM
SCALE
N/A
DATE
12.21.2020
SHEET
EROSION &SEDIMENT
CONTROL DETAILS
C6e04
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

EXISTING GRASSY
SHOULDER
(WIDTH VARIES)
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PROPOSED PAVEMENT
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CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
EXISTING GRASSY
SHOULDER
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ROAD WIDENING LEGEND GENERAL NOTES:
NEW FULL DEPTH
PAVEMENT
1.5" TAPERED MILL AND
1.5" OVERLAY OF THE
EXISTING PAVEMENT
1.5" OVERLAY OF EXISTING
PAVEMENT
CONCRETE MEDIAN
OA 2" ASPHALT CONCRETE SURFACE COURSE,
TYPE S9.5C, AN AVG. RATE OF 168 LBS/SYD
IN ONE 2" LIFTS
© 2" ASPHALT CONCRETE SURFACE COURSE,
TYPE S9.5C, AN AVG. RATE OF 168 LBS/SYD
IN TWO 1 " LIFTS
© 3" ASPHALT CONCRETE BINDER COURSE,
I1.09C, AT AN AVG. RATE OF 456 LBS/SYD
IN ONE LIFT
O 5" ASPHALT CONCRETE BASE COURSE,
TYPE B25.00, AT AN AVG RATE OF 456
LBS/SYD IN EACH OF TWO LAYERS
OE 4" THICK CONCRETE MEDIAN
OCONTRACTOR TO SAW CUT EX. PAVEMENT TO
ENSURE SMOOTH TRANSITION
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN
OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2. ALL DIMENSIONS GIVEN ARE TO THE EDGE OF PAVEMENT UNLESS NOTED OTHERWISE.
3. PATCHING AND LEVELING MAYBE REQUIRED PRIOR TO RESURFACING THE ROAD.
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PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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PROJECT NO.
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FILENAME
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DRAWN BY
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SCALE
1"=30'
DATE
12.21.2020
SHEET
ANSONVILLE ROAD
STATIONING PLAN
C7e00

DEMOLITION LEGEND
GENERAL NOTES:
TREE OR OTHER VEGETATION
1.
ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
TREE
TO BE REMOVED
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN
UNDERGROUND UTILITY
OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
TO BE REMOVED
ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
AREA TO BE REMOVED
(SIDEWALK, CURB AND GUTTER,
2•
ALL DIMENSIONS GIVEN ARE TO THE EDGE OF PAVEMENT UNLESS NOTED OTHERWISE.
STRUCTURES, ASPHALT, CONCRETE
PAVING, ETC.)
3.
PATCHING AND LEVELING MAY BE REQUIRED PRIOR TO RESURFACING THE ROAD.
4.
ALL FIXED OBJECTS THAT ARE NOT CONSIDERED BREAKAWAY MUST BE REMOVED FROM
1 .5" TAPERED MILL AND
THE CLEAR RECOVERY ZONE (12'-14' FROM THE EDGE OF FUTURE PAVEMENT AND/OR A
1 .5" OVERLAY OF THE
MINIMUM 10' BEHIND THE CURB).
EXISTING PAVEMENT
1.5" OVERLAY OF EXISTING
PAVEMENT
NOTE: SEE PLAN FOR DETAILED DEMOLITION PROCEDURES,
SEQUENCING AND SPECIFICATIONS.
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EXISTING /
PROPERTY LINE
( TYP. )
PRO fE CLEAN SAW CUT LINE --�
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MILL/OV�RL-4Y SECTION INTO -� EXISTING
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CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
PROVIDE CLEAN SAW CUT LINE
TO TIE IN THE PROPOSED
MILL/OVERLAY SECTION INTO
THE EXISTING PAVEMENT
OU
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GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
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PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
TRU-19030
TRU19030-RW1
MDD
CEG, APM
1"=30'
12.21.2020
ANSONVILLE ROAD
DEMOLITION PLAN
C7e0l
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

MILI­-A�ID - V€RLAY -]�XIS'TIG A
PAVEMENT (25' MIN.) TO TIES
INTO OVERLAY WITH 2" LIFT �� A
10+00
I
i
180' APPROACH/DEPARTURE TAPER
11+00
WAY
EXISTING EDGE OF
\ -PAVE 11� (TYP
55'
OA 2" ASPHALT CONCRETE SURFACE COURSE,
TYPE S9.5C, AN AVG. RATE OF 168 LBS/SYD
IN ONE 2" LIFTS
© 2" ASPHALT CONCRETE SURFACE COURSE,
TYPE S9.5C, AN AVG. RATE OF 168 LBS/SYD
IN TWO 1 " LIFTS
© 3" ASPHALT CONCRETE BINDER COURSE,
11.09C, AT AN AVG. RATE OF 456 LBS/SYD
IN ONE LIFT
OD 5" ASPHALT CONCRETE BASE COURSE,
TYPE B25.00, AT AN AVG RATE OF 456
LBS/SYD IN EACH OF TWO LAYERS
OE 4" THICK CONCRETE MEDIAN
OCONTRACTOR TO SAW CUT EX. PAVEMENT TO
ENSURE SMOOTH TRANSITION
EXISTING /
PROPERTY LINE
(TYP.)
EXISTING
AN\SQNVILLE RD (SR 1002)/
4' CONCRETE MEDIAN WITH
_ (VARIABLE PUBLIC R/Wf — — LANE STRIPING 1' FROM
FACE OF MEDIAN (TYP.)
_ \ > GE LINE 1����__-�
FROM�OP (TYP.) \ _ \ u -- — — —
\ �
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v
TYPE 0 TYPE ©
TYPE QC
180' APPROACH/DEPARTURE TAPER
SIGNAGE
POWER POLE
TRAFFIC DIRECTIONAL ARROW
ACCESSIBLE RAMP
PROPERTY LINE
RIGHT—OF—WAY LINE
LOT LINE
EASEMENT LINE
CENTERLINE
ROAD WIDENING LEGEND GENERAL NOTES:
NEW FULL DEPTH
PAVEMENT
1.5" TAPERED MILL AND
1.5" OVERLAY OF THE
EXISTING PAVEMENT
1.5" OVERLAY OF EXISTING
PAVEMENT
CONCRETE MEDIAN
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN
OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2. ALL DIMENSIONS GIVEN ARE TO THE EDGE OF PAVEMENT UNLESS NOTED OTHERWISE.
3. PATCHING AND LEVELING MAYBE REQUIRED PRIOR TO RESURFACING THE ROAD.
ou O� \� �_ ` OVERLAY EXISTING
ou �� _ \ --_ ou ou _ PAVEMENT-(TYP.)
— — — --___EXISTING RIG — — —
-�_ HT -OF- _ _ _ — — — — 50' _
r -WAY 1 _
ou PROVIDE A CLEAN SAW CUT LINE TO LE — -�_- _ _ _RIGHT-pF ___�_ MILL AND OVERLAY EXISTING
SECTION OF PAVEMENT REPLACEMENT— _ — —I•--
ou —INTO THE EXISTING PAVEMENT WITH A u - _ " \ �\ — _� — — _ -�_ \ PAVEMENT (25' MIN.) TO TIE
�1�-- 2:1 TAPER / -��_-- �u INTO OVERLAY WITH 2" LIFT
SMOOTH TRANSITION _ — — — — — — — — — _ _ ou _ l' _ _ 50 _ _ ou ---
ou-c — _ — �- _ _ p / �I_ \ _ _ ���—Gu SECOTIION OFDE A CPAVEMENLEAN T REPLACEMENT
CUT LINE OTTHE
— — — - ou _ — — \ _ _ \ _\ \ �-- °u ��°U INTO THE EXISTING PAVEMENT WITH A
OG \ 15 -- W�� SMOOTH TRANSITION
W ou
\ 1 / 0
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v v v \
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C\
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EXISTING I I I I NCDOT STD. 846.01 (TYP.)
GLENCROFT DR �'-►�' I '_---____ - - ` L--___ I � � \ � � -- � __ �
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(50 vvv �v
PUBLIC R/W)
1 IN OF FULL
DE r PAVEMENT (TYP.o
—
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EXISTING
(USED AS CENTERLINE
FOR ROAD IMPROVEMENT
CROSS SECTIONS)- ,
EDGE OF PAVEMENT
MEASURED
15' FROM EXISTING CENTERLINE
E
EXISTING GRASSY
SHOULDER
PROPOSED 2' CONCRETE
(WIDTH VARIES)
PROPOSED PAVEMENT
MEDIAN FROM EXISTING
(WIDTH VARIES)
CENTERLINE
A
E
g
VARIES
/ VARIES
VARIES
C
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CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
PROPOSED 2' CONCRETE
MEDIAN FROM EXISTING
CENTERLINE
TYPICAL SECTION
ANSONVILLE RD
NTS
VARIES \
PROPOSED PAVEMENT
(WIDTH VARIES)
EXISTING GRASSY
SHOULDER
(WIDTH VARIES)
q
tl
XISTING DITCH
D I
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-RW1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
1"=30'
DATE
12.21.2020
SHEET
ANSONVILLE ROAD
ROAD IMPROVEMENT PLAN
C7e0

PAVEMENT MARKING LEGEND
LANE LINES/MARKINGS
T1 6" WHITE EDGELINE
T2 24" WHITE STOPBAR
T3 6" WHITE MINI -SKIP LINE (2'-6'/SP)
T4 6" YELLOW DOUBLE CENTER LINE
T5 6" WHITE LANE LINE
NOTE:
ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC
AND ARE TO BE PLACED PER NCDOT STANDARDS
(REFERENCE NCDOT DETAILS (1205.01-1205.12)
GENERAL NOTES:
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN
OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2. ALL DIMENSIONS GIVEN ARE TO THE EDGE OF PAVEMENT UNLESS NOTED OTHERWISE.
3. PATCHING AND LEVELING MAYBE REQUIRED PRIOR TO RESURFACING THE ROAD.
EXISTING /
PROPERTY LINE
(TYP.)
� WAY
v EXISTING
EXISTING
bEENE F ANSQNVILLE RD (SR 1002)
10+00
(VARIABLE PUBLIC R/WY
11+00 _
i T4
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EXI _ ou
— — _ — — �__-�G RIGH=F- _ — _ _ — — — — — — T1 - �� T5 �\ \ — T1 \ \�---FISTING—HT-OF_W /
ou
ou ou
_ _ — — —
ou —_ _ _ w _ _ ou
J — ou
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`ou ou — _ _ _ ��-'-- — — p I- \ \ rw_`w ' �---�- ou—\ \
_ ` T w— /l� \� _ _ 0U
15+0o — l
ou
— — — STOP SIGN (TYP) I NT!'��w -_� --��_ ou=
— -2'=E"'CURB AND GUTTER PEI� . \
NCR4T S� 846.01 (TYP.) — i T1 _ -w�w \ -- \ °u —
/
— — — -�- - V — — — 16+00
W_w�
__EX \ _ — \ - -+oo
-_STING R_ I�___ AY — _ --
\ 0�\ —
EXISTING — —
GLENCROFT DR
(50 PUBLIC R/W) — — — — — — — — _ i------_.
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Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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NO. DATE
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PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
TRU-19030
TRU19030-RW1
MDD
CEG, APM
1"=30'
12.21.2020
ANSONVILLE ROAD
STRIPING PLAN
C7e0
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

DRAINAGE DITCH
NCDOT DRAINAGE DITCH ID
1
2
DRAINAGE AREA
0.30 ac
1.86 ac
Q25*
1.4 cfs
7.9 cfs
LONGITUDINAL SLOPE
2.50 %
1.00 %
BOTTOM WIDTH (FT)
0.00
0.00
DEPTH (FT)
1.00
2.26
EROSION CONTROL LEGEND
SF -SF -SF
LID LID
.111111111,
250
251
------- 251 ------
SILT FENCE
LIMITS OF DISTURBANCE
SILT FENCE OUTLET
MAJOR CONTOUR
MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
GRADING LEGEND
GENERAL NOTES:
CA FLARED END SECTION 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
ENDWALL SECTION DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN
OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
CATCH BASIN ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
IIIIIIIIIIIIIIIIIIIN IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
DROP INLET 2. ALL DIMENSIONS GIVEN ARE TO THE EDGE OF PAVEMENT UNLESS NOTED OTHERWISE.
■ STORM SERVICE INLET 3. PATCHING AND LEVELING MAYBE REQUIRED PRIOR TO RESURFACING THE ROAD.
• STORM SERVICE ROOF -DRAIN
O JUNCTION BOX
DRAINAGE FLOW ARROW
N LINE BREAK SYMBOL
250.50 TOP & BOTTOM CURB ELEVATIONS
250.00
\TW=223.00 TOP OF WALL ELEVATION
BW=213.00 BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60 SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
RD RD- RD- ROOF DRAIN, 8" ADS
NON -PERFORATED TUBING OR
EQUAL 1.0% MIN. SLOPE 3' MIN.
COVER PVC SCHEDULE 40 IN
TRAFFIC AREAS
TPTPTP TREE PROTECTION FENCE
/ LID LID LIMITS OF DISTURBANCE
EXISTING / WOODED AREA
PROPERTY LINE 250 MAJOR CONTOUR
252 MINOR CONTOUR
/ \ \ \``-----------------
250 EXISTING MAJOR CONTOUR
LIMITS OF DISTURBANCE (TYP.)-------252------ EXISTING MINOR CONTOUR
EASEMENT LINE
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1 SIDE SLOPES: 3:1 (H:V) DETAIL (TYP.) \ I I I ® HT� AY �l r 1 \ \ - \
BOTTOM WIDTH: 0' F - I / \ s6 , \ \ \ \ \ �Q 7,-
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GLENCROFT DR �� y_\-y __ `
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CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
\-NCDOT DITCH-2
SIDE SLOPES: 3:1 (H:V)
BOTTOM WIDTH: 0'
TEMPORARY LINER-ERONET C-125
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
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McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
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PROJECT NO. TRU-19030
FILENAME TRU19030-RW1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
1"=30'
DATE
12.21.2020
SHEET
ANSONVILLE ROAD
RADING AND EROSION CONTROL PLAN
C7e0
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

ANSONVILLE LOS
590 590
\
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3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
CLIENT
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
REVISIONS
NO. DATE
1
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GLENCROFT DRIVE
WINGATE, NORTH CAROLINA 28174
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-RW2
CHECKED BY MDD
DRAWN BY MDD/CEG/APM
SCALE 1"=40'
DATE 12.21.2020
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FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN AND PROFILE
ANSOVILLE ROAD
LINE OF SIGHT
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CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
0
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500'
500'
500'
50'
FLAGGED BEGINN
RIGHT LANE CLOSURE
(NCDOT STD. NO. 1101.02 SHEET 1)
FIGURE A
345' BUFFER SPACE
_DRUM (TYPE
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TRAFFIC CONTROL LEGEND
WORK AREA
CONES/DRUMS
FLASHING ARROW
PANEL
CHANGEABLE
MESSAGE SIGN
TRUCK MOUNTED
ATTEN UATO R
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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NO. DATE
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PROJECT NO. TRU-19030
FILENAME TRU19030-RW1
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE 1"=30'
DATE 12.21.2020
SHEET
ANSONVILLE ROAD
TRAFFIC CONTROL PLAN - PHASE 1
C7e06
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

1 /
1
1
1 /
EXISTING
/ PROPERTY LINE
( TYP. )
1 /
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CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
345' BUFFER SPACE
\� IOUOU
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TAPER W20-7A W3-4 W20-4
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C-1
100'
500'
500'
500'
NING OF FLAGGER
RIGHT LANE CLOSURE
(NCDOT STD. NO. 1101.02 SHEET 1)
FIGURE A
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100' DOWNSTREAM TAPER
•
•
WORK AREA
•
CONES/DRUMS
�—
SIGNS
0
FLASHING ARROW
PANEL
CHANGEABLE
MESSAGE SIGN
TRUCK MOUNTED
ATTEN UATO R
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GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
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McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS ���t2
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-RW1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
1"=30'
DATE
12.21.2020
SHEET
ANSONVILLE ROAD
TRAFFIC CONTROL PLAN - PHASE 1
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

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100' DOWNSTREAM TAPER
• • •
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
i^
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100'
500'
500'
500'
NING OF FLAGGER
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TAPER <W020-7A W3-4 W20-4
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LEFT LANE CLOSURE
(NCDOT STD. NO. 1101.02 SHEET 1)
FIGURE A
TRAFFIC CONTROL LEGEND
WORK AREA
•
CONES/DRUMS
�—
SIGNS
0
FLASHING ARROW
PANEL
CHANGEABLE
MESSAGE SIGN
TRUCK MOUNTED
ATTEN UATO R
345' BUFFER SPACE
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PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
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PROJECT NO.
TRU-19030
FILENAME
TRU19030-RW1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
1"=30'
DATE
12.21.2020
SHEET
ANSONVILLE ROAD
TRAFFIC CONTROL PLAN - PHASE 2

1 /
1
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CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
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500'
500'
500'
50'
FLAGGER BEGINN
LEFT LANE CLOSURE
(NCDOT STD. NO. 1101.02 SHEET 1)
FIGURE A
TRAFFIC CONTROL LEGEND
,0' TWO WAY TRAFFIC TAPE
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WORK AREA
CONES/DRUMS
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TRUCK MOUNTED
ATTEN UATO R
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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NO. DATE
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PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
TRU-19030
TRU19030-RW1
MDD
CEG, APM
1"=30'
12.21.2020
ANSONVILLE ROAD
TRAFFIC CONTROL PLAN - PHASE 2
C7e09
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

CONTINUOUS LINES
10'-30'/SP SKIP LINE
2'-6'/SP MINI -SKIP LINE
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SKIPSLANE EAND HSKIP CENTER INES. SKIPS FOR
UNLESS OTHERWISED SHOWN USE 2'-S'/SP MINI -SKIPS FOfl
LANE LINE EXTENSIONS THROUGH INTERSECTIONS, EDGE LINE
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Q Q
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EDGE LINE
LINES
EXTENSIONS THROUGH INTERSECTIONS AND MINI -SKIPS
Q F-3'
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1
4"/fill
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USED FOR BICYCLE LANE LINES.
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2' 6'
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YELLOW OR WHITE
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YELLOW OR WHITE 7
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3'-3'/SP MINI -SKIP LINE
3'-9'/SP MINI -SKIP LINE
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CENTER LINE
4"/6"
UNLESS OTHERWISED SHOWN, USE 3'-3'/SP MINI -SKIPS FOR
THE WHITE EDGE LINE ENTENSIONS AT ROUNDABOUTS.
UNLESS OTHERWISED SHOWN, USE 3'-9'/SP MINI -SKIPS FOR
MINI -SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS.
YELLOW
f
GORE LINE
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GENERAL NOTES:
1- USE 6" LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES
24"
AS DIRECTED BY THE ENGINEER.
WHITE
2- LANE LINES INDICATED AS "WIDE" ON THE ROADWAY STANDARD DRAWINGS SHALL BE AT LEAST TWICE THE WIDTH
1
OF THE NORMAL LINE.
3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL LINE.
SHEET 1 OF 2
ISHEET 1 OF 2
1205.011
11205.01
v
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RIGHT R L FT
COMBINATION STRAIGHT AND
COMBINATION LEFT AND
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12'
12"
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6' 4"
MERGE ARROW
RAMP ARROW
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100'
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AT EXIT RAMP
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3- DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS TRANSVERSE
EXPANSION JOINTS ON PORTLAND CEMENT CONCRETE PAVEMENTS,
UNLESS APPROVED BY THE ENGINEER.
•
4- CONFORM ALL SYMBOLS TO THE FHWA "STANDARD ALPHABETS FOR
HIGHWAY SIGNS AND PAVEMENT MARKINGS", (REFER TO SHEETS 5
THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL
SYMBOTHRU LS AREYMBOL REQUIREDETOIBESCAN AP APPROVED BYNG THEDEPARTMENTERS,
RAMP ARROW 10p' a
AT EXIT RAMP
HEET 1 OF 7
SHEET 1 OF 8
1205.08
1205.08
6" GALVANIZE AFTER BENDING 6"
MIN. (ENTIRE BAR MAY BE GALV.)�45'
2„
3'-4„
3'-4"
SIDE VIEW
TOP VIEW LOOP BAR
344" DIA. (A36M)
REINFORCEMENT DETAIL
10'- 0"
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105/8„ 6„
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2'-8"
2"
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0
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0
ELEVATION
TYPICAL PAVEMENT SECTION
2" ASPHALT CONCRETE SURFACE COURSE,
TYPE S9.5C
3" ASPHALT CONCRETE BINDER COURSE,
11 9.00
5" ASPHALT CONCRETE BASE COURSE,
TYPE B25.00
COMPACTED SUBGRADE
A
TOP
BOTTOM
S1 BARS
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.,• ;;pjva;;,•: SHOUL�ER•a,
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WHITE OR YELLOW EDGE LINE
CENTER LINE OFFSET DETAIL
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TABLE 1
EDGE LINE OFFSETS FOR 2-LANE, 2-WAY ROADWAYS
WITH UN -PAVED SHOULDERS
WIDTH (W) OF
TRAVEL PAVEMENT
MAX. EDGE LINE OFFSET
FROM E.O.T.
MINIMUM LANE
WIDTH W
16' - 18'
2"
8' - 9
19,
4"
yr
20'
6"
9.5,
21'
8"
10'
22'
loll
10'
23'
loll
10. 5'
24'
1'
11'
26'
2'
11'
28'
2'
12'
30'
3'
12'
32'
4'
12'
LEGEND
W = WIDTH OF TRAVEL LANE
E.O.T.= EDGE OF TRAVEL
« DIRECTION OF
» TRAFFIC FLOW
2" TOWARDS LEFT SIDE
OF TRAVELWAY
SEE EDGE LINE TWO-WAY UNDIVIDED ROADWAY
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2'-fill CURB AND GUTTER 1'-6" CURB AND GUTTER 8" 9rr 00
8" X 12" OR 1811 9" X 12" OR 18" CL
r �
4'-0" PROPOSED CONCRETE CURB CONCRETE CURB
2'-0" 2'-0" EDGE OF
PAVEMENT _ 2" RAD. 2'-0"
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GENERAL NOTES: GROOVED OR SAWN z w
-PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT JOINT WITH JOINT Q W
A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN V
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED SEALER JOINT SEALER O W
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. 1 'r 1/g" RAD. GUTTER } G
-JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. a. /8 RAD. PAVEMENT SURFACE z Z
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE Q Q
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. ;o•: ;o•: :a:, , a O V
CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 1 %2 DEEP.�' "
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8 x6 MEDIAN CURB, o. °
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CURB & GUTTER PROP• " I JOINT FILLER
SPACE EXPANSION JOINTS AT 90 INTERVALS AND ADJACENT TO PAVEMENT /2 I�
ALL RIGID OBJECTS. JOINT
LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
SECTION VIEW OF JOINTS SHEET 1 of 3
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LOOP BAR 11/4 LOOP BAR
TYP.
- - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - -
---------------- -1--------------
1 1/4 „
TYP.
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PLAN OF CONNECTION
WASHER —
----------------
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I- - - - - - - - - - - - - - - -
I
ELEVATION OF CONNECTION
11/4" NUT TAC WELD
BEFORE GALV.
11/4" x 8 UNC
/8„
21/2" OUTSIDE DIA.
CIRCULAR WASHER
(1/8 MIN. THICKNESS)
11/4" PIN GALV. N
BOTTOM %2" MAY BE
BEVELED TO FACILLIATE � /
PLACEMENT.
CONNECTOR PIN
ASSEMBLY
2�
1 %G "
0.165"
OTHICK.
PLAIN GALVANIZED
STEEL WASHER
FOR 11/4" PIN
PART ELEVATION OF LIFT SLOT
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WHITE GORE LINES
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MEDIAN ISLAND SEPARATING TRAFFIC IN OPPOSING DIRECTIONS
DOUBLE YELLOW
CENTER LINES
2
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DIAGONAL LINES
(2:1 SLOPE)
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EDGE OF PAVEMENT OR SHOULDER ISLAND
Q M C]
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2Nd
0
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MEDIAN SIDE E.O.T. YELLOW
OR SHOULDER EDGE LINE
YELLOW
DIAGONAL LINES
p H
(2:1 SLOPE)
1--1
v
2
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10000
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OUTSIDE E.O.T. WHITE
OR SHOULDER DIAGONAL LINE
WHITE
EDGE LINE
LLI
(2:1 SLOPE)
GENERAL NOTES:
LEGEND
1- "D" = SPACING OF DIAGONAL LINES (TYPICALLY EQUAL IN FEET To THE POSTED SPEED LIMIT).
2- INCREASE SPACING OF DIAGONALS TO 200' OR MORE ON INTERSTATE ROADWAYS.
E.O.T.= EDGE OF TRAVEL
3- ADJUST SPACING of DIAGONALS DEPENDING ON THE LENGTH OF THE ISLAND. SPACING
MAY BE ADJUSTED AS DETERMINED BY THE ENGINEER.
0 DIRECTION OF
0 TRAFFIC FLOW
HEET 1 OF 1
SHEET 1 OF 1
1 205.09
11205.09
2'-B' CURB 5 GUTTER
END TREATMENT
`
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`
/r Standard Concrete
` (
Ditch Std.850.01
I (RlpRap or Matting)
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R=3(
*
EDGE OF PAYEMENr
6' Pmro'1. MN. OR AS
DIREM BY DIST. ENGiL
EDGE OF PAVEMENT
sh-
EDGE OF PAVEMENT ' ROAD - - - - - - - - - - - - - - - - - EDGE OF PAVEMENT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
RAV
MOTE: Drainage easements may be required to accomodate drainage beyond the right-of-way.
RECOMMENDED ROAD CONNECTION
WITH CURB AND GUTTER
*SEE ISLAND DETAIL IF AN INTERIOR
ISLAND IS TO BE INSTALLED
43
FIGURE 5
!!j
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-RW1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
N/A
DATE
12.21.2020
SHEET
ROAD IMPROVEMENTS
SITE DETAILS
C7e10
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES
SHALL BE 12 1/2 GAUGE MIN.
_�u�nauananr
............ .............. ......
1i
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I■--'EE`EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEeEEEE
......................................................... ........................
--
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MAX.
8" MIN.)
L-m�T1=rN��irnr�r�� _ =
WIRE
GEOTEXTILE
USE GEOTEXTILE A MINIMUM OF
36 IN WIDTH AND FASTEN ADEQUATELY
TO THE POSTS AND WIRE AS DIRECTED.
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
OF 5 LINE WIRES WITH 12" VERTICAL
SPACING.
PROVIDE 5'-0" STEEL POST OF
THE SELF -FASTENER ANGLE STEEL
TYPE.
FOR MECHANICAL SLICING METHOD
INSTALLATION, GEOTEXTILE SHALL
BE A MAXIMUM OF 18" ABOVE GROUND
SURFACE.
e MAX.
GEOTEXTILE
COMPACTED FILL
GENERAL NOTES:
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO
TALLER THAN 18 INCHES.
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING
APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12 INCHES
IN LENGTH AND BACKFlLLED PROPERLY AS SHOWN IN ABOVE DETAIL HARDWARE CLOTH TO
BE SAME AS STD. #30.09 (19 GAUGE, 1/4' SPACING).
3. POSTS SFWl BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE
DIRECTION OF THE INSPECTOR.
L o l
4„ ; STEEL POST - 2'-O" DEPTH
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
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1605.01
. _ T
A
- FUTURE E.O.P_ _' -
INLET PROTECTION
SUMP LOCATION��
EARTH BERM A
DITCH BLOCK
- - - FUTURE E.O.P.
- - - -`� ---- ---- -
/j
INLET PROTECTION
TEMP. SLOPE DRAIN
TEMP. EARTH SHOULDER BERM
----------------------
INLET PROTECTION
CLASS "B" STONE FOR
oQQ__
EROSION CONTROL
�oT!
OPTION #1
L
SLOPE DRAIN
TEMP. EARTH SHOULDER BERM
INLET PROTECTION CASS "B" STONE FOR
o CTEMP.L
EROSION CONTROL
OPTION #2 _o �
EARTH BERM
DITCH BLOCK
ANCHOR STAKES
TEMP. SHOULDER TEMP. EARTH SHOULDER BERM
BERM DITCH 12" ANCHOR STAKE
MIN. EXTEND DRAIN AS REQUIRED TO
COINCIDE WITH HEIGHT OF
FINISHED EMBANKMENT
12" TEMP. EARTH SHOULDER BERM
_ _ _ _ �� MIN. �� {�10' MAX.
NATURAL GROUND LINE -
EARTH BERM DITCH BLOCK
TEMP. SHOULDER BERM DITCH TEMPORARY SLOPE DRAIN
. MIN 5' ANCHOR STAKE
STAGE BUILDUP OF FILL I ANCHOR ELBOW
STAKE
ELBOW
NOTE: TOE OF FILL
ANCHOR STAKES 30" LONG
AND SET MINIMUM 12" DEEP.
CLASS "B" STONE FOR
EROSION CONTROL. SEE NOTES.
TEMPORARY SLOPE DRAIN
SECTION A -A
NOTES
1. OPEN END PIPE WITH SUMP AND MINIMUM SETBACK AND PROPER COMPACTION IS AN ACCEPTABLE
INLET TREATMENT FOR STAGED CONSTRUCTION WHEN NOT LEFT IN PLACE FOR MORE THAN 30 DAYS.
2. AT INLETS A STANDARD T-SECTION MAY BE INSTALLED FOR MULTI -DIRECTION FLOW AND ELBOWS
FOR SINGLE -DIRECTION FLOW AS DIRECTED.
3. EXTEND SLOPE DRAINS TO BOTTOM OF SLOPE, SEDIMENT BASINS AND EROSION CONTROL MEASURES.
4. USE CLASS B STONE FOR EROSION CONTROL AT OUTLET LOCATIONS.
5. USE MAXIMUM SLOPE DRAIN SPACING OF 200 FT MEASURED ALONG TOP OF SLOPE.
FUTURE PAVEMENT
EARTH BERM DITCH BLOCK SyO�<�F9
FUTURE E.O.P
INLET PROTECTION FILL
TEMP. SHOULDER MATERIAL
DITCH -->\V��
OF F\SHOULDER
POINT
TEMP. EARTH SHOULDER BERM \\�
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
POST 2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
AIM CL1DTHOR CHANNELS TO SLOW VELOCITY OR TO CREATE
�T 05 OR M SEDIMENT TRAPS.
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
FLOW DOWNSTREAM DAM (SEE DIAGRAM BELOW).
CLASS B RIP
M.
41 � ♦
IM 30, V :WT1 ;[011 F�j' 1111121'(1:9
MAINTENANCE NOTES:
1. FILTER OUTLETS SWILL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
OR REMOVED IT.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
NOT TO SCALE
SILT FENCE
OUTLET
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE
AND/OR CLOSE OUT OF GRADING PERMIT.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS MAY BE INSTALLED IN EXISTING CITY OR NCDOT ROADS
AS LONG AS STORM DRAINAGE IS NOT IMPEDED.
GRATE
1' REBAR FOR
REMOVAL FROM
FILTER BAG -1-DEFLECTOR REQUIRED WHEN USED ON
ExISITNG MAINTAINED STREETS.
DUMP LOOPS DEFLECTOR SWILL BE PLACED SUCH THAT
IT WILL NOT COMPLETELY OBSTRUCT STORM
WATER FLOW FROM ENTERING VIA THE CURB
OPENING. ENSURE NO MORE THAN 25S OF
CURB OPENING IS OBSTRUCTED.
CATCH BASIN-�
OUIDEA
INSTALLATION
NOT TO SCALE
CATCH BASIN INLET PROTECTION
ISOMETRIC VIEW
OPTION #1
TEMPORARY ROCK CHECK DAM
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TO FACE OF WALL
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SLOPE AS INDICATED ON PLANS
S
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CONC.
3
PIPE -BARS
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B
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OPTIONAL CONSTRUCTION JOINT
ELEVATION
PLAN
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OPTIONAL CONSTRUCTION JOINT
ELEVATION
DOWEL
BAR-"X"
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOC.
DIA.
15"
18"
24„
30"
36„
42"
48"
15"
18"
24"
30"
36„
42"
48„
BARS
"X"
"X"
"X"
"X"
"X"
„X"
Y*
"X"
Y*
"X"
"X"
"X"
"X"
"X"
"X"
Y*
"X"
Y*
G
QTY.
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
M
OTY.
-
-
-
-
-
-
-
1
1
2
2
2
2
3
G
OTY.
2
2
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
9
14
14
19
55
65
12
12
19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S
L
YD3
M
L
YD3
15"
3'-3"
1'-8"
2'-9"
21/4"
91/2"
5'-6"
0.7
2'-2"
7'-8"
1.0
18"
3'-7"
1'-10"
3'-2"
2112"
10"
6'-4"
1.0
2'-7"
8'-11"
1.3
24"
4'-2"
2'-1"
4'-0"
3"
10"
8'-0"
1.5
3'-5"
11'-5"
2.0
30"
5'-0"
2'-6"
4'-7'
4 % "
111/2
9'-2"
2.3
4'-3"
13'-5"
3.1
36"
5'-8"
2'-8"
5'-6"
43/4"
111/2
11'-0"
3.4
5'-0"
16'-0",4.5
42"
6' 2"
3'-1"
6'_4"
51/4"
11%2
12'-8"
4.5
5'-10"
18' 6"
6.0
48"
6'-9"
3'-5"
7'-2"
53/q"
11%2"
14'-4"
6.0
6'-8"
21'-0"
8.0
*SEE SHEET 3
SLOPE AS INDICATED ON PLANS
9 u2
4"
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a 11/2,1 C.S.
SLOPE PIPE
0 3 \
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2
B ~
FOOTING
(IF CONST. JOINT IS USED)
END ELEVATION
N.
#4-BARS
12"
DOWEL
BAR-"X"
DOWELS IN ENDWALL WITH C. S. PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOC.
DIA.
15"
18"
24"
30"
36"
42"
48"
15"
18"
24"
30"
36"
42
48"
BARS
"X"
"X"
"X"
"X"
"X"
"X"
Y*
"X"
Y*
"X"
"X"
"X"
"X"
"X"
"X„
Y,
"X"
Y,
G
QTY.
2
2
3
3
4
4
2
5
2
2
2
3
3
4
4
2
5
2
M
QTY.
-
-
-
-
-
-
-
1
1
1
2
2
2
2
G
OTY.
2
2
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
9
14
14
19
53
62
12
12
16
19
23
73
85
DIMENSIONS AND CONCRETE QUANTITIES
USING CORRUGATED STEEL PIPE
COMMON
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
L
YD3
M
L
YD3
15"
3'-4"
1'-B"
2'-6"
5'-0"
0.7
1'-11"
6'-11"
1.0
18"
3'-7"
1'-10"
2'-11"
5'-10"
1.0
2'-3"
8'-1"
1.2
24"
4'-1"
2'-1"
3'-8"
7'-4"
1.4
3'-0"
10' 4"
1.9
30"
4'-7"
2'-4"
4'-5"
8'-10"
2.0
3'-9"
12'-7"
2.7
36"
5'-1"
2'-7"
5'-2"
10'-4"
2.8
4'-6"
14'-10"
3.8
42
5'-7"
2'-10"
1 5'-11"
1 11'-10"
3.8
5'-3"
17'-1"
5.0
48"
6'-1"
3'-1"
6'-8"
13'-4"
4.9
1 6'-0"
19'-4"
7.5
*SEE SHEET 3
GENERAL NOTES:
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
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McADAMS
The John R. McAdams Company,Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-RW1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
N/A
DATE
12.21.2020
SHEET
ROAD IMPROVEMENTS
EROSION & SEDIMENT DETAILS
C7ell
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

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GENERAL NOTES FOR PILOT
CAR OPERATIONS
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EDP CONES MAY NOT BE REQUIRED
Or
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DRAWING 1180.01 FOR SKINNY -DRUM REQUIREMENTS.
8-
USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE.
LEGEND
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS W20-7a)
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FLAGGER
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ENFORCEMENT.
A CONE
9-
10-
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DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TRIP OR
AS DIRECTED BY THE ENGINEER.
KI PORTABLE SIGN
DIRECTION OF TRAFFIC FLOW
HEET 1 OF 15
SHEET 1 OF 15
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1 1 0 1 . 02
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2- USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY STANDARD
DRAWINGS WHERE SIGN SPACING DISTANCES A, B, C, ARE SPECIFIED.
3- APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE SIGNS ARE
USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST AS VARIOUS CONDITIONS
OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION INTERFERENCE, ETC.
HEET 4 OF 4
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EXAMPLE OF "L" & "W" DESIGNATIONS
SHLD.
y — — — y
y • • • •
SHLD.
L
TAPER LENGTH CRITERIA FOR
CHANNELIZING DEVICES IN WORK ZONES
TYPES OF TAPERS
TAPER LENGTH
UPSTREAM TAPER
MERGING TAPER ..............................................
L MINIMUM
SHIFTING TAPER .............................................
It L MINIMUM
SHWLOER TAPER.............................................'h
L MINIMUM
TWO-WAY TRAFFIC TAPER ......................................
60 - 100 FEET MAXIMUM
DOWNSTREAM TAPER ...........................................
100 FEET MAXIMUM
QUICK REFERENCE - "L" DISTANCE TABLE
MINIMUM LONGITUDINAL DISTANCE "L" (FEET)
(ROUNDED VALUES)
POSTED
SPEED
LATERAL WIDTH "W" (FEET)
S"
(MPH)
1
2
3
4
5
S
7
8
9
10
11
12
20
10
15
20
30
35
40
50
55
60
70
75
80
25
15
25
35
45
55
65
75
85
95
105
115
125
30
15
30
45
60
75
90
105
120
135
150
165
180
35
25
45
65
85
105
125
145
165
185
205
225
245
40
30
55
80
110
135
160
190
215
240
270
295
320
45
45
90
135
180
225
270
315
300
405
450
495
540
50
50
100
150
200
250
300
350
400
450
Soo
550
600
55
55
110
105
220
275
330
365
440
495
550
605
060
80
60
120
180
240
300
360
420
460
540
600
660
720
65
130
1.5
260
325
390
455
520
5B5
�7.
70
140
210
280
350
420
490
560
830
700
770
840
PCUCDA E UnTCO
1- TABLE FOR "L" DISTANCE IS BASED ON CHANNELIZATION TAPER FORMULA FROM THE M.U.T.C.D.
WHERE:
SPEED LIMIT FORMULA
40 MPH OR LESS LIMN W x S2
60
45 MPH OR GREATER LYIN W x S
L = MINIMUM TAPER LENGTH IN FEET (LONGITUDINAL DISTANCE)
W = WIDTH OF OFFSET IN FEET (LATERAL DISTANCE)
S = POSTED SPEED LIMIT, OR OFF-PEAK 85 PERCENTILE SPEED IN MPH PRIOR TO WORK STARTING,
OR THE ANTICIPATED OPERATING SPEED IN MPH
2-"L" DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS
AND TRANSITIONS. CHANNELIZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS,
BARRICADES, RAISED ASPHALT ISLANDS, AND VERTICAL PANELS.
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21" MIN. TO 24" MAX.
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1-
BALLASTING SHALL BE ACHIEVED BY THE SAND BAG, TIRE-SIDEWALL, OR
PREFORMED WEIGHTED BASE
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METHODS. USE THE TIRE BALLAST AS SPECIFIED BY THE MANUFACTURER.
DO NOT PLACE BALLAST
ON TOP OF THE DRUM.
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2-
IF NECESSARY PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER
ON
NON-RETROREFLECTIVE DRUM SURFACES. SHOW THE LETTERS AND NUMBERS
USING A
NON-RETROREFLECTIVE COLOR AND NOT OVER 2" IN HEIGHT.
3-
USE TYPE 3 OR HIGHER HIGH INTENSITY PRISMATIC SHEETING.
4-
SEE THE DEPARTMENT'S APPROVED PRODUCT LIST
5-
AT https://apps.dot.state.nc.us/vendor/approvedproducts.
REFER THE STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES FOR ADDITIONAL INFORMATION.
HEET 1 OF 1
SHEET 1 OF 1
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DESIGN
SPEED
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MINIMUM SIGHT DISTANCE
MINIMUM
LONGITUDINAL
BUFFER SPACE
(FEET)
STOPPING SIGHT DISTANCE
(FEET)
PASSING SIGHT DISTANCE
(FEET)
30
200
1090
85
35
250
1280
120
40
305
1470
155
45
360
1625
195
50
425
1835
240
55
495
1985
290
50
570
2135
345
65
645
2285
405
70
730
2480
470
75
820
2580
540
80
910
2860
615
GENERAL NOTES
1- TABLE ARE BASED N THE AA HT GREEN BOOK "A POLICY N GEOMETRIC DESIGN F HI HIGHWAYS AND
S S O S OG 00 0 0 GO0 G S
STREETS" AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". MINIMUM SIGHT DISTANCE
VALUES ARE FOR PASSENGER CAR VEHICLES ON WET AND LEVEL ROADWAYS. CONSULT THE AASHTO
GREEN BOOK TO MAKE FINAL DETERMINATION OF STOPPING SIGHT DISTANCE REQUIREMENTS.
2- BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE
FOR WET AND LEVEL PAVEMENTS.
3- USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING
SIGHT DISTANCE FOR TRAFFIC APPROACHING A LANE CLOSURE. PROVIDE 2-LANE, 2-WAY ROADWAYS
STOPPING SIGHT DISTANCE TO THE FLAGGER. FOR LANE CLOSURES ON MULTILANE ROADWAYS PROVIDE
STOPPING SIGHT DISTANCE TO THE BEGINNING OF THE LANE CLOSURE MERGE TAPER, OR FLASHING
ARROW BOARD. EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE
IS PROVIDED.
4- USE OF MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL PLAN APPLICATIONS
INCLUDES PROVIDING SIGHT DISTANCE REQUIREMENTS FOR PLACEMENT OF PAVEMENT MARKING
PASSING/NO-PASSING ZONES FOR 2-LANE, 2-WAY ROADWAYS.
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AT 7 FEET ABOVE GROUND
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3- PROVIDE STOPPING SIGHT DISTANCE TO EACH FLAGGER STATION (REFER TO
STD. 1101.11
SHEET 2).
4- ILLUMINATE FLAGGER STATIONS DURING NIGHT OPERATIONS.
5- FOLLOW FLAGGER QUALIFICATIONS AND METHODS OF HAND -SIGNALING PROCEDURES IN ACCORDANCE
WITH PART VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
6- ALL FLAGGERS MUST BE CERTIFIED BY AN NCDOT APPROVED SOURCE.11150.01
HEET 1 OF 1
SHEET 1 OF 1
11150.01
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-RW1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
N/A
DATE
12.21.2020
SHEET
ROAD IMPROVEMENT
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
TRAFFIC CONTROL DETAILS
C7el2

ryR�F3. ("A" SEE NOTE 7)
VARIES (MIN 4')
+149** BACK OF SIDEWALK
A "A" +6% 6" }" PER FOOT MIN. (TO MATCH
1.5% (2.00% MAX.) PLANTING STRIP BEYOND) 6"
(** SEE NOTE 6) "A"
6*1
JPR\�5
10'-o" SECTION A -A
NOTES:
1. THE ELEVATION OF THE SIDEWALK SHALL BE NOT LESS THAN
SIX INCHES OR MORE THAN EIGHTEEN INCHES ABOVE THE
ROADWAY CROWN. THIS ELEVATION DIFFERENTIAL SHALL BE
CONSISTENT WITHIN EACH BLOCK.
2. ALL CONCRETE TO BE 3600 PSI STRENGTH.
3. ALL CONSTRUCTION PRACTICES, INCLUDING COMPACTION, CURING,
FINISHING, ETC. SHALL BE IN ACCORDANCE WITH THE
CHARLOTTE LAND DEVELOPMENT STANDARDS.
4. PLANTING STRIP SHALL BE GRADED WITH A CROSS SLOPE
BETWEEN 1/4 IN. PER FOOT AND 1 1/4 IN. PER FOOT EXCEPT
WHERE EXCESSIVE NATURAL GRADES MAKE THIS REQUIREMENT
IMPRACTICAL. IN SUCH CASES, THE CITY ENGINEER MAY
AUTHORIZE A SUITABLE GRADE
5. ALL DRIVEWAYS MUST MEET THE CURRENT CITY DRIVEWAY
REGULATIONS AND NCDOT REQUIREMENTS, INCLUDING BUT NOT
LIMITED TO SPACING, SIGHT DISTANCE, AND OFFSETS FROM
PROPERTY LINES AND INTERSECTIONS.
6. **PER NC IFC SECTION D103.2, FIRE APPARATUS ACCESS
ROADS SHALL NOT EXCEED 10 PERCENT IN GRADE.
7. "A" BREAKOVER SHALL BE 8% OR LESS (A = ALGEBRAIC
DIFFERENCE).
8. PRIOR APPROVAL IS REQUIRED BY CDOT ON GRADES EXCEEDING
WHAT ARE SHOWN.
DRIVEWAY WIDTH
X
Y
TYPE I -RESIDENTIAL:
LOCAL/COLLECTOR
10' MIN.
30' MAX.***
THOROUGHFARE *
15' MIN.
30' MAX.***
*MUST PROVIDE ON -SITE TURNAROUND
*** MAXIMUM WIDTH INCLUDES OPTIONAL WINGS
"LAN NOT TO SCALE
RESIDENTIAL_ DRIVEWAY (TYPE 1)
FOR 2'-0" VALLEY GUTTER STD. N0. RE
10.27A 1:
NOTES:
TURNING SPACE/LANDING 1.5% (2% MAX.)
CROSS -SLOPE AND RUNNING SLOPE
1. ENSURE FLUSH CONDITIONS AT CURB RAMP TO GUTTER
TRANSITION.
2. TYPICALLY, THE SIDEWALK RUNNING SLOPE SHALL NOT EXCEED
THE GENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET.
'n
3. MAINTAIN POSITIVE DRAINAGE ALONG THE LIP OF GUTTER IN
RAMP. IN FLAT AREAS, ADDITIONAL CATCH BASINS MAY BE
REQUIRED ON THE SIDES OF THE RAMP TO MINIMIZE STANDING
WATER AT THE RAMP LOCATION.
4. IF THE SLOPE FROM FLOWLINE TO BACK OF CURB AT RAMP
g' WIDE
S LESS THAN 8.3%, THEN THE SLOPE FROM LIP TO FLOWLINE
PLANTING
AT RAMP MAY EXCEED 5% AS LONG AS THE DIFFERENCE
STRIP (TY
BETWEEN THESE TWO SLOPES IS LESS THAN 13.3%.
TURNING SPACE/LANDING
1.5% (2% MAX.)
CROSS -SLOPE AND
RUNNING SLOPE A
A
SIDEWALK
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Y `• `• `• `•
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---------
-`-FLOWLINE
j'� • • •' CONTINUE JOINT AT r VARIES I I VARIES
A BACK OF CURB (MATCH GUTTER LIP
/ SIDEWALK
WIDTH)
SLOPE "A" = UP TO 1.5% (2.00% MAX)
/ SLOPE "B" = UP TO 7.5% (8.33% MAX)
* * /FLOWLINE PLAN VIEW DEPTH AT UP TO 10% MAX
NOT TO SCALE
FLOWLINE ��/ RAMP
/ LOCATION
ISOMETRIC VIEW 2" MAX FROM BACK OF CURB FLOWLINE
TO DETECTABLE WARNING DEPTH AT
TURNING SPACE/LANDING SURFACE MAT RAMP
}" F1.5% (2% MAX.) LOCATION
FLOWLINE DEPTH
CROSS -SLOPE AND RUNNING SLOPE AT RAMP LOCATIONPLANTING STRIP 2% SLOPE (BEYOND)
-------- ----------- �.,
UP TO EDGE OF 6 T
RAMP - UP TO 7.5% UP TO 7.SX 5% PAVEMENT ELEVATION I L 1
1 T -r,.T U^
(8.33% MAX) 8.33% MAX M RAMP SLOPE
SEE NOTE UP TO 7.5% „
(34
#4 ABOVE SIDEWALK
6j"
TYP. MATCH (8.33% MAX.)
DETECTABLE
RAMP SLOPE 2 _0^ WARNING MAT PER
VALLEY GUTTER CLDS VALLEY
GUTTER
#10.35B
2'-0" VALLEY GUTTER RAMP DETAIL (BEYOND)
MAXIMUM SLOPES FOR VALLEY GUTTER TYPICAL RAMP SECTION AT CENTERLINE
DEPRESSION AT RAMPS
NOT TO SCALE
PERPENDICULAR CURB RAMP
WITH 2'-0" VALLEY GUTTER STD. NO. REV.
10.33 17
TURNING SPACE/LANDING
NOTES: 1.5% (2% MAX) CROSS -SLOPE AND RUNNING SLOPE
1. ENSURE FLUSH CONDITIONS AT CURB
RAMP TO GUTTER TRANSITION.
2. TYPICALLY, THE SIDEWALK RUNNING SLOPE
SHALL NOT EXCEED THE GENERAL GRADE
ESTABLISHED FOR THE ADJACENT STREET.
3. IF THE SLOPE FROM FLOWLINE TO BACK
OF CURB AT RAMP IS LESS THAN 8.33%,
8' WI
THEN THE SLOPE FROM LIP TO FLOWLINE
PLANTI
AT RAMP MAY EXCEED 5% AS LONG AS
STRIP
THE ALGEBRAIC DIFFERENCE BETWEEN
(TYP.)
THESE TWO SLOPES IS LESS THAN
13.33%.
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Y**********
B
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BACK OF CURB
FACE OF CURB
FLOWLINE
- - - - - - - - - - - - - - - - - - - - - -
CONTINUE JOINT AT f VARIES T I VARIES GUTTER LIP
BACK OF CURB (MATCH
SIDEWALK
WIDTH) rSLOPE "A" = UP TO 1.5% (2.00% MAX)
SLOPE "B" = UP TO 7.5% (8.33% MAX)
PLAN VIEW SLOPE "C" = UP TO 10% MAX
}" FLOWLINE DEPTH
AT RAMP LOCATION
EDGE OF TURNING SPACE/LANDING 2" MAX FROM BACK OF
CURB TO DETECTABLE
PAVEMENT 1.5% SLOPE (2.00% MAX.) WARNING SURFACE MAT
ELEVATION CROSS SLOPE AND RUNNING
RAMP - UP TO 7.5X UP TO 5% MAX. SLOPE PLANTING STRIP TYP. 2% SLOPE (BEYOND) may}^ " FLOWLINE
8.33% MAX) 83aX ) 1 DEPTH AT
- - -
' RAMP LOCATION
RAMP SLOPE
TYP. MATCH 2'-6" SIDEWALK UP TO 7.5% �DETE
2'�'-9RAMP SLOPE CURB AND GUTTER ( )8.3% MAX.CTABLE CURB GUTTER
WARNING MAT
2'-6" CURB AND GUTTER RAMP DETAIL PER CLDS
MAXIMUM SLOPES FOR CURB AND #10.35B
GUTTER DEPRESSION AT RAMPS
TYPICAL RAMP SECTION AT CENTERLINE NOT TO SCALE
PERPENDICULAR CURB RAMP
WITH 2'-6" CURB AND GUTTER STD. N0. I REV.
10.31A 17
0
0
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0
0
0
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0
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0
0
0
0
0
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0
0
0
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0
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0
0
0
0
0
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0
0
0
0
0
0
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0
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0
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0
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0
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0
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0
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0
0
0
0
0
0
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0
0
0
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0
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0
0
0
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0
0
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0
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0
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0
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0
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0
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0
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0
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0
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0
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0
0
0
0
0
0
0
0
0
0
0
0
0
4'-0" MIN. WIDTH COVERED WITH DETECTABLE WARNING MAT
(MATCH WIDTH OF RAMP)
TRUNCATED DOME PLAN VIEW
NOTES:
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR
EMBEDDED PRODUCT APPROVED BY THE CITY ENGINEER. RETROFIT MATS WILL ONLY BE ALLOWED ON
EXISTING RAMPS WITH PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE.
RESURFACING).
2. RAMP AND DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET IN WIDTH, BUT NOT LESS THAN
THE WIDTH OF SIDEWALK LEADING TO BACK OF RAMP.
3. DETECTABLE WARNING SURFACES SHALL EXTEND 2.0 FT MINIMUM IN THE DIRECTION OF PEDESTRIAN TRAVEL.
4. DETECTABLE WARNING AREA CAN BE PLACED SQUARE WHERE USED IN A CURB RADIUS.
5. THE ROWS OF TRUNCATED DOMES IN DETECTABLE WARNING SURFACES SHOULD BE ALIGNED PERPENDICULAR
TO THE GRADE BREAK BETWEEN THE RAMP RUN AND THE STREET. WHERE DETECTABLE WARNING
SURFACES ARE PROVIDED ON A SURFACE WITH A SLOPE THAT IS LESS THAN 5 PERCENT, DOME
ORIENTATION IS LESS CRITICAL.
6. DECTECTABLE WARNING AREA SHALL CONTRAST VISUALLY WITH ADJACENT GUTTER, STREET OR HIGHWAY, OR
PEDESTRIAN ACCESS ROUTE SURFACE; EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. ON THE TRYON STREET
MALL, FRENCH GRAY IS TO BE USED.
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE MINIMUM 8000 PSI CONCRETE WITH A 2-INCH MINIMUM
THICKNESS, SET ON A THIN -SET MORTAR ON TOP OF 4" THICK 3600 PSI CONCRETE BASE.
8. MATS ARE TO BE RIGID WITH TURNED -DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
9. DIMENSIONS PER NCDOT 848.06
0.65" (1.6" TO 2.4")
(1.6" TO 2.4")
O O
O O O
O O O O
TRUNCATED DOME SPACING
50%-65% OF BASE DIAMETER
0.2"
0
0
TRUNCATED DOME SECTION
NOT TO SCALE
TRUNCATED DOMES
PLAN AND CROSS-SECTION
GENERAL NOTES:
1.
A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE
"°
SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT
d °:,
INTERVALS OF NOT MORE THAN 45' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE
4" s: `.. ,: •. �' : •
SIDEWALK JOINS ANY RIGID STRUCTURE.
.4. ate•.
A.
2.
SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3.
WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH
° • °
OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT.
P' •: ° ,j
4.
WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL
STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT
INTERSECTING STREETS.
GROOVE JOINT IN SIDEWALK
5.
CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
6.
ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL
SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
7.
LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY
ENGINEER.
8.
JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION
1/8" RADIUS
RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH.
eIA.• 1/8- TO 1 /4"
°
r
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4 A.
°• 9 8
�:444.:
JOINT FILLER
1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
/ 1/2" EXPANSION JOINT
w
0
o 1.50% (2.007MAX.)
0_ fn
EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
WIDTH
RISE
CROSS -SLOPE
1.56%
4
5'
, "
, .67%
6'
14,
1.56%
8.
f `PROPOSED CURB & GUTTER
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
NOTES:
1. THIS DETAIL PRESENTS ALTERNATIVE TREATMENTS FOR THE SIDES OF THE
RAMP - RETURNED CURBS, RECTANGULAR WINGS, AND ANGLED WINGS.
2. ENSURE FLUSH CONDITIONS AT CURB RAMP TO GUTTER TRANSITION.
3. TYPICALLY, THE SIDEWALK RUNNING SLOPE SHALL NOT EXCEED THE
GENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET.
4. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE
PEDESTRIANS WOULD NOT TYPICALLY WALK ACROSS THE RAMP, THE
ADJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE, OR
THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
TURNING
SPACE/LANDING
1.5% (2% MAX.)
CROSS -SLOPE AND \A
RUNNING SLOPE
SIDEWALK
TRANSITION
PANEL - SEE
NOTE 5
A
TOE OF RAM
W W W
W W Y
W W W
* ..
/
RECTAN(
IN CONCRETE SIDEWALK
CONCRETE SIDEWALKS
TURNING \
SPACE/LANDING
1.5% (2% MAX.)
CROSS -SLOPE AND A'
RUNNING SLOPE ffff '�
y \ B
W W
Y W W W Y
.Y W W W W W •Y
W W W W W Y
W W W W
W W W
TURNING
SPACE/LANDING
1.5% (2% MAX.)
CROSS -SLOPE AND
RUNNING SLOPE
NOT TO SCALE
10.22 11
W Y W
W W W * * *
/ GUTTER
RETURNED CURBS
(SEE NOTE 4)
f
*
W * W
Y W Y W
W W W W
W W W
9MAX)
MAX)
ANGLED WINGS
PERPENDICULAR CURB RAMP WITH
2'-6" CURB AND GUTTER
CONCRETE CURB
(SEE NOTE 4)
W
W W W
W W W W
W W W W W W
NOT TO SCALE
10.31 1311 6
BACK OF CURB UP TO 1.5% TOP OF CONCRETE CURB (BEYOND)
(2.0% MAX) RAMP SLOPE UP TO
DETECTABLE WARNING SW TRANSITION 7.5% (8.33% MAX) 1/2" EXPANSION JOINT
SEE DETAIL 10.35B PANEL - SEE
NON -WALK SURFACE NOTE 5 --1 2' MIN. r--
*
- - - - - - - -
h. .
000. RAMP SLOPE A VARIES 4"
0o UP To 7sUP T° %% MATCH 2" TO 5.0' 6"
°g• (8.33% MAX) SIDEWALK WIDTH IF THERE IS AN
SEE 2'-6" CURB DETECTABLE WARNING INTERSECTING
AN UTT R 2' MIN WIDTH IN RAMP A TURNING
RAMP RUNNING
SLOPE UP TO 7.5%
(8.33% MAX)
(INCLUDES
Y * DETECTABLE*
* * WARNING)*
VARIES*
* * 2" TO 5'
Y
RADIUS *
D G E
DETAIL BELOW DIRECTION OF
SPACE LANDING IS
*
X__�lW VARIES .•
•• *
PEDESTRIAN TRAVEL
REQUIRED WITH
• ` ` • `
CONCRETE
SECTION A -A
CROSS 2SLOPE AND
* *
SIDEWALK (OR
RUNNING SLOPE
TURNING SPACE IF
INTERSECTING RAMP)
}" FLOWLINE DEPTH
AT RAMP LOCATION
PLAN
EDGE OF TYP. 3-4% 1.5%
SW TRANSITION PANEL
PAVEMENT (UP TO 5% MAX.) (2% MAX)
1.5% (2% MAX)
1/2" EXPANSION JOINT (TYP,) ELEVATION
14 LOPE -NON-WALK SURFACE
CROSS�S+�
1.5% (2.00% MAX • * • * 2'-6
• * CURB AND GUTTER
TOE OF RAMP " 2'-6" CURB AND GUTTER DETAIL
MAXIMUM SLOPES FOR CURB AND GUTTER DEPRESSION AT DIRECTIONAL RAMPS
NOTES:
1 USE THIS DETAIL ONLY UNDER THE FOLLOWING CIRCUMSTANCES
* * * * * * * 1 r 5-FOOT SIDEWALKS WITH CURB RADII OF 35 FEET OR LESS
CURB HEIGHT 6-FOOT SIDEWALKS WITH CURB RADII OF 30 FEET OR LESS
8-FOOT SIDEWALKS WITH CURB RADII OF 25 FEET OR LESS
VARIES 0" TO 6"
SIDEWALK TRANSITION 2. DIRECTIONAL RAMPS WITH RETURNED CURBS AS SHOWN MAY BE USED WHEN A PLANTING
SEE NOTE 2 PANEL - SEE NOTE 5 STRIP (NON -WALK SURFACE) IS PROVIDED. DO NOT USE THIS DETAIL IF THERE IS HARDSCAPE
(WALKABLE SURFACE) INSTEAD OF A PLANTING STRIP. IF A WALKABLE SURFACE IS ADJACENT
TO RAMP CONSTRUCT CONCRETE FLARES WITH SLOPES UP TO 10% MAX, INSTEAD OF
CONSTRUCTION JOINT (TYP.) RETURNED CURBS.
3. ALL CONCRETE SHALL BE AT LEAST 3600 PSI.
4. ENSURE FLUSH CONDITIONS AT RAMP TO GUTTER TRANSITION.
PERSPECTIVE 5. SIDEWALK TRANSITION PANEL: PREFERRED DESIGN IS 1.5% (2.0% MAX) IN ALL DIRECTIONS IN FRONT
OF GRADE BREAK & DRAIN TO FLOW LINE. RUNNING SLOPE OF THIS AREA MUST NOT EXCEED 2%.
CROSS -SLOPE MAY MATCH STREET GRADE AT BACK OF CURB WHEN STREET GRADE >2%. TRANSITION
TO 1.5% (2.0% MAX) CROSS -SLOPE AT TOE OF RAMP.
THIS DETAIL IS NOT FOR USE IN ETJ, OR ON NCDOT-MAINTAINED STREETS. NOT TO SCALE
STD. NO. REV. DIRECTIONAL CURB RAMP
10.35B 15
WITH SMALL/MEDIUM CURB RAID
10.40A117
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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NO. DATE
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PROJECT NO.
TRU-19030
FILENAME
TRU19030-D1
CHECKED BY
MDD
DRAWN BY
CEG APM
SCALE
N / A
DATE
12.21.2020
SHEET
SITE DETAILS
C goo
CONSTRUCTION

CURB AND
GUTTER (TYP.)
30'
RIGHT-OF-WAY LIN
STANDARD CUL-DE-SAC
R/W
2:1 CUT MAX
3:1 FILL MAX
SECTION A -A
APPLICABLE WHEN NO SIDEWALK PRESENT.
PLEASE NOTE: DRIVEWAY STANDARD
MAX. SLOPES AND BREAKOVERS APPLY
NOTES:
1. ALTERNATIVE CUL-DE-SAC DESIGNS, INCLUDING
ISLANDS SHALL BE SUBMITTED TO THE CITY
ENGINEER AND CDOT FOR REVIEW AND APPROVAL.
ACCESSIBLE RAMP (TYP.)
2. THE CROWN FOR PAVEMENT SHALL BE 1/4" PER
FT FROM THE CENTER OF THE CUL-DE-SAC.
-ONC. SIDEWALK (TYP.)
3. REFER TO NCDOT STANDARDS FOR DITCH TYPE
STREETS IN ETJ.
4. SIDEWALK MAY BE REQUIRED TO EXTEND AROUND
PLANTING STRIP
CUL-DE-SAC BULB WHERE PARKS OR SCHOOLS HAVE
(TYP.)
FRONTAGE TO THE END OF THE CUL-DE-SAC.
NOTE: THIS DETAIL IS NOT FOR USE IN ETJ,
OR ON NCDOT-MAINTAINED STREETS. REFER TO
NCDOT SUBDIVISION ROADS MINIMUM
CONSTRUCTION STANDARDS MANUAL.
NOT TO SCALE
CITY OF CHARLOTTE RESIDENTIAL
CUL-DE-SAC DETAIL STD. N0. 11.16 13
INTERSECTION with
SIDEWALK, CURB, and GUTTER INTERSECTION with CURB and GUTTER
STREET STREET NAME SIGN
NAME
SIGN 8'-0" STANDARD
CURB & GUTTER
STOP SIGN
R/W STOP SIGN
2'-6" STANDARD 1
EDGE OF SIGN SET CURB AND GUTTER
2' MIN. FROM FACE 4' MIN. (TYP) MINOR VALLEY 10 MIN.
OF CURB (TYP) I_ GUTTER o MINOR
I� STOP SIGN NAME SIGN
h
R/W
Of
p STOP SIGN <
:2
R/W
STREET NAME SIGN
INTERSECTION with
DITCHES, and NO CURB and GUTTER
STREET NAME NOTES
MARKER
S 1. TWO STREET NAME MARKERS ARE REQUIRED IF
R/W / R/W TH LE MAJOR STREET HAS 3 OR MORE LANES.
2. ANY VARIANCE FROM THIS STANDARD MUST BE
MINOR APPROVED BY THE CHARLOTTE DEPARTMENT OF
TRANSPORTATION.
DITCH STREET NAME MARKER
STOP SIGN 3. ENSURE STOP SIGN SIZE AND INSTALLATION PER
MUTCD STANDARDS.
R/W F / R/W
0
Q s•
�A
NOT TO SCALE
STREET SIGN INSTALLATION
LOCATIONS ST N0. REV
50.06 113
NOTES:
1. WHEN A DEAD-END OR STUBBED STREET REQUIRES A
GUARDRAIL SECTION, END -OF -ROADWAY MARKER SIGNS
(OM4-3, 24"x24", SOLID RED) SHALL BE PROVIDED.
2. SIGNS ARE TO BE PLACED BEHIND THE BARRICADE (SEE
DETAILS 50.07A-B), EVENLY SPACED WITH ONE SIGN PLACED
AT THE CENTERLINE LOCATION AND ADDITIONAL SIGNS AT 6'
O.C. (MINIMUM OF 3 SIGNS, MAXIMUM OF 5 SIGNS).
3. WHEN BARRICADE IS USED ON A STREET STUB, THE SIGN AT
THE CENTERLINE SHALL BE SUPPLEMENTED WITH A STREET
CONNECTIVITY SIGN. SEE DETAIL 50.08C.
4. ALL SIGNS/MARKERS SHALL MEET OR EXCEED MUTCD
STANDARDS FOR RETROREFLECTIVITY.
CROSS
SECTION
OF POST
(2 LB./FT.)
0
0
POST 0
0 CONNECTIVII
0 X SEE NI
O <
0
II o
0 111-�
-11 III=
BASE 0
0
0
OM4-3 �I
PROPERTY I I PAVEMENT
LINE
:3'
TREET BARRICADE END ROAD FILL
SIGN LOCATION DETAIL
CONNECTIVITY
CROSS
SEE NOTE
SECTION
OF POST
0
(14 GAUGE)
POST
0
O
o
0
0 p
0 Lj
X
O
0
0
Of
W
W
0
lli
0
0 III=
0
<r a
BASE
II_�
0
0
(SLEEVE)
0
0
END OF ROADWAY MARKER
NOT TO SCALE
SIGN
0
N
080"
(THICKNESS)
KEY TO FASTENERS:
A #10-24 x J" HEX HEAD MACHINE, ZINC- DEAD END
0
#10-24 FLANGE NUT, ZINC- DEAD END
B {" #16 X 3" CARRIAGE BOLT, ZINC
{" #16 HEX NUT, STEEL
© #16 X 2-j" CORNER BOLT (BREAKAWAY), ZINC
#16 HEX NUT, STEEL
NOTES:
1. POST SHALL BE 14-GAUGE GALVANIZED
STEEL, QUIK-PUNCH, A" HOLES, 1" ON
CENTER, ALIGNED ON ALL SIDES, AND 2"
SQUARE, 10 FEET IN LENGTH.
2. THE SLEEVE SHALL BE 12-GAUGE
GALVANIZED STEEL, ?S" HOLES, 1" ON
CENTER, ALIGNED ON ALL SIDES, AND 2.25"
SQUARE, 30" IN LENGTH.
3. ALL STREET NAME SIGNS ARE SUBJECT TO
THE APPROVAL OF THE DIRECTOR OF THE
CHARLOTTE DEPARTMENT OF
TRANSPORTATION AND THE CITY ENGINEER.
POST
(14 GAUGE)
SQUARE -FIT SLEEVE
(12 GAUGE)
STREET NAME SIGN
POST INSTALLATION
O
O
O
O
O
O
O
O
O
0
00
O
O
8'
O
O
0
0
0
0
O
O
O
O
O
0
O
O
0
0
O
0
O
O
0
0
0
0
(TYP.)
2" OVERLAP
o
O
O
<1
O
O
O
\
0
O
EMBED
28"
O
o
��
O
O
,
o
O
SQUARE -FIT
o
O
SLEEVE
STREET NAME SIGN
NOT TO SCALE
STD. N0. I REV.
50.05A 9
9" OR 10"
5/16" 3/16"
1 s%1s"
1_1 1 /4"�I�
1'-9" APPROX 12'-6" MAX. SPLICE BOLT 5/8" NC-2
2" FOR POST BOLT
5/8" DIA. x PLAN DETAIL OF BOLT
POST BOLT 12 1/2"
4 1 1/4" SPLICE BOLT 1/4"
4 REQUIRED 4 1/4" 15 16" DIA x
BEAM TYPE GUARD RAIL 2• f2• 1�6"+DEEP RECESS
TERMINAL a
SECTION
i?
� N
POST MAX. 12'-6" CENTER TO ENTER OF POSTS POST j I DETAIL OF NUT
La"I"W1
TYPICAL ELEVATION �13/16" MIN.
I f DIA. HOLE
�I 4
3 1/4" _ W 6 x 8.5
ER-1 SEE STD. 1 1/6� 1 17/32 I`6"
r2.1 SLOPE (MIN. 3') / NO. 50.08A
STEEL GUARD RAIL I/ �--PROPERTY LINE 13/16" MIN.
2 5/16 `r�; DIA. HOLE---_,
T 0
16 12" DIA. HOLE
EDGE OF PAVEMENT 3 1/4" h TO BE FILLED
h NEUTRAL AXIS WITH CONC.
a GROUND
\ 1 1 /8" 3/4" x 2 1 /2" POST
DEAD-END STREET BARRICADE BOLT SLOT `
3 1/4- z`ri3: ss SPLICE BOLT �n
i SLOT
NOTE [X2 /1 " 29/32" x t t/s" i"
THIS DETAIL IS NOT A GUARDRAIL DETAIL. FOR SPLICE BOLT SLOT
ROADSIDE GUARDRAIL, SEE NCDOT STANDARD \
DRAWINGS 862.01-862.03 DETAIL OF POSTSECTION THRU RAIL ELEMENT
APPROVED DATE
NOT TO SCALE
DEAD END STREET BARRICADE
TENSION SCREWS
1.00"
24" MIN.
0
00'
0.50" WHITE
6.00"
GREEN
1
NOTES:
0.25"
1. STREET NAME MARKERS (SNM) SHALL BE ALUMINUM, FLAT, AND HAVE DIMENSIONS AS SHOWN ON
THIS DETAIL MIMIMUM LENGTH OF 24"; MAXIMUM LENGTH OF 60". THE SNM'S SHALL BE
(�
COVERED WITH WHITE HIGH INTENSITY PRISMATIC (HIP) REPRO -REFLECTIVE SHEETING (3M SERIES
1.50"
3930 OR EQUIVALENT) WITH PRESSURE SENSITIVE ADHESIVE (OR EQUIVALENT TYPE IV OR HIGHER).
2. THE LETTERS SHALL BE REVERSE CUT FROM TRANSPARENT GREEN OVERLAY FILM (3M #1177 EC
0.25"
FILM OR EQUIVALENT MEETING FEDERAL SPECIFICATION FP-96, SECTION 178.01(A) AND ASTM
D4956). THE TRANSPARENT GREEN OVERLAY FILM MUST BE PLACED ON THE SNM TO PROVIDE
M.50"
AN EXPOSED 0.5" BORDER OF THE UNDERLAY WHITE HIP RETRO-REFLECTIVE SHEETING.
BLACK
3. THE STREET NAME SHALL BE COMPOSED OF INITIAL UPPER CASE LETTERS 6" IN HEIGHT AND
YELLOW
CORRESPONDING LOWER CASE LETTERS 4.5" IN HEIGHT, IN FHWA "HIGHWAY B" FONT. THE
STREET NAME SHALL BE LEFT -JUSTIFIED AND PLACED 0 5" FROM THE SIGN BORDER ANY
STREET NAME WITH 3 OR FEWER LETTERS SHALL BE CENTERED IN THE SIGN TEXT AREA
0 O 2.00"
3.00" -I F- THE RIGHT -SIDE SIGN BORDER AND 0.25" FROM THE TOP AND BOTTOM SIGN BORDERS.
0.50" PREFIX LETTERS (N, S, E, AND W) SHALL BE CENTERED AND PLACED 0.5" FROM THE
0 Pvt
011 woo
• PREFIX/SUFFI
OUTLET
X NAMES SHALL BE COMPOSED OF INITIAL UPPER CASE LETTERS 3" IN HEIGHT
2.00" AND CORRESPONDING LOWER CASE LETTERS 2.25" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
• BLOCK NUMBERS SHALL BE 3" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
• SUFFIX NAMES AND BLOCK NUMBERS SHALL BE RIGHT -JUSTIFIED AND PLACED 0.5" FROM
LEFT -SIDE SIGN BORDER WITH 2.5 SPACING TO BEGINNING OF STREET NAME.
4. SUPPLEMENTAL SNM WORDING ON YELLOW HIP RETRO-REFLECTIVE SHEETING WITH BLACK VINYL
LETTERS SHALL BE PLACED ADJACENT TO THE GREEN OVERLAY FILM/BORDER TO INDICATE
3.00" 4.00" STREETS THAT DEAD END, HAVE NO OUTLET, ETC. OR ARE PRIVATE STREETS (PVT). THE YELLOW
HIP RETRO-REFLECTIVE SHEETING MUST BE PLACED ON THE SNM TO MAINTAIN AN EXPOSED 0.5"
BORDER OF THE UNDERLAY WHITE HIP RETRO-REFLECTIVE SHEETING.
• NO OUTLET WITH ARROW (RIGHT OR LEFT) - PLACED ON SNM AT ENTRANCE TO A STREET
OR STREET NETWORK FROM WHICH THERE IS NO OTHER EXIT. USE UPPER CASE LETTERS 2"
2.50" 2.50" IN HEIGHT, IN FHWA "HIGHWAY C" FONT.
PVT - PLACED ON SNM AT ENTRANCE TO PRIVATE STREET, USE UPPER CASE LETTER 4" IN
DEAD
EID
4
HEIGHT AND CORRESPONDING LOWER CASE LETTERS 3" IN HEIGHT, IN FHWA "HIGHWAY C"
2.00" FONT.
DEAD END WITH ARROW (RIGHT OR LEFT) - PLACED ON SNM AT ENTRANCE TO A SINGLE
I- 2.00" STREET THAT TERMINATES IN A DEAD END OR CUL-DE-SAC. USE UPPER CASE LETTERS 2"
IN HEIGHT, IN FHWA "HIGHWAY C" FONT. IF STUB STREET IS LESS THAN OR EQUAL TO 200
FEET, THEN DEAD END IS NOT NECESSARY.
3.00" 5. ALL SNMs ARE SUBJECT TO THE APPROVAL OF THE DIRECTOR OF THE CHARLOTTE DEPARTMENT
NOT TO SCALE OF TRANSPORTATION AND THE CITY ENGINEER.
STREET NAME SIGN STD. NO. RE
150.05BI 9
GENERAL NOTES:
1. STEEL BEAM TYPE GUARD RAILS SHALL BE INSTALLED AT THE END OF ALL DEAD-END STREETS, EXCEPT CUL-DE-SAC STREETS
WHICH HAVE BEEN IMPROVED WITH A PERMANENT TURN -AROUND.
2. FOR STREETS 26' IN WIDTH THE GUARD RAIL SHALL CONSIST OF TWO(2) 12'-6" SECTIONS OR ONE(1) 25' SECTION, THREE (3) STEEL
POSTS, AND TWO (2) TERMINAL SECTIONS. FOR STREETS GREATER THAN 25' IN WIDTH THE GUARD RAIL SHALL SPAN THE
ENTIRE WIDTH OF THE STREET.
3. GUARD RAIL SHALL CONSIST OF RAIL ELEMENTS FABRICATED TO DEVELOP CONTINUOUS BEAM STRENGTH AND INSTALLED AS SHOWN.
4. MINIMUM THICKNESS OF GUARD RAIL SHALL BE 12 GAGE U.S. STANDARD.
THE RAIL ELEMENT INCLUDING SPLICES, SHALL HAVE A MINIMUM ULTIMATE TENSILE STRENGTH OF 80,000 LBS.
GUARD RAIL PARTS FURNISHED SHALL BE INTERCHANGEABLE WITH SIMILAR PARTS REGARDLESS OF THE SOURCE OF MANUFACTURER.
THE HOLES FOR CONNECTING BOLTS SHALL BE PUNCHED OF DRILLED, BURNING WILL NOT BE PERMITTED.
5, THE GUARD, BOLTS, NUTS, STEEL POSTS. AND ALL OTHER METAL PARTS SHALL BE GALVANIZED TO CONFORM TO THE REQUIREMENTS
FOR THE COATING CLASS, (2.50 OUNCES PER SQUARE FOOT) OF THE CURRENT SPECIFICATIONS FOR ZINC -COATED (GALVANIZED) IRON, AND
STEEL SHEETS, COILS, AND CUT LENGTHS, IN ACCORDANCE WITH ASTM 123A.
6. IF THE AVERAGE SPELTER COATING AS DETERMINED FROM THE REQUIRED SAMPLES IS LESS THAN TWO (2) OUNCES OF SPELTER PER
SQUARE FOOT, OR IF ANY ONE SPECIMEN HAS LESS THAN 1.8 ONCES OF SPELTER PER SQUARE FOOT OF DOUBLE EXPOSED SURFACE, THE
LOT SAMPLED SHALL BE REJECTED, THE FINISHED SHEETS SHALL BE OF FIRST CLASS COMMERCIAL QUALITY, FREE FROM INJURIOUS DEFECTS,
SUCH AS BLISTERS, FLUX, AND UNCOATED SPOTS.
7. THE GUARD RAIL SHALL BE INSPECTED TO DETERMINE THAT THE MATERIAL, DIMENSIONS, AND WORKMANSHIP ARE IN ACCORDANCE
WITH THIS PLAN.
8. WHERE A DEAD-END STREET REQUIRES GUARD RAIL, END OF ROADWAY MARKER SIGNS SHALL ALSO BE REQUIRED.
(SEE STD. 50.08A & 50.08B) (ER-1).
DEAD END STREET BARRICADE
GENERAL NOTES STD. N0.
50.07
3/4" OUTSIDE 1/2" WIDE
RADIUS (TYP.) WHITE BORDER
1/4" INSIDE RADIUS (TYP.)
FUTURE DEVELOPMENT
UARD RAIL
WILL EXTEND 12"
L GREEN
JARD RAIL CLAMP (TYPICAL) BACKGROUND
THIS STREET-,
2" (TYP.)
WHITE TEXT (TYP.)
END OF ROADWAY MARKER
GUARD RAIL CLAMP INSTALLATION
LY
NOTES:
1. SIGN SHALL MEET OR EXCEED MUTCD STANDARDS FOR RETROREFLECTIVITY
2. SIGN MATERIAL SHALL BE 0.080" THICK ALUMINUM
3. ALL LETTERS SHALL BE SERIES B-2000 FROM THE 2004 STANDARD HIGHWAY
SIGNS MANUAL (AND ANY REVISION THERETO) PUBLISHED BY THE FEDERAL
NOT TO SCALE HIGHWAY ADMINISTRATION. NOT TO SCALE
STREET CONNECTIVITY SIGN
50.08B 4 FOR END -OF -ROAD BARRICADE 50.08C 4,
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS V00
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-D1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
N / A
DATE
12.21.2020
SHEET
SITE DETAILS
C 601
PRELIMINARY DRAWING -
CONSTRUCTION

2'-6" STANDARD CURB AND GUTTER
(PREFERRED OPTION
S.W. TYP.
P.S. TYP.
N
N
00
5.1 8.
2'-0" VALLEY GUTTER
23' 11 8' 15'
22' 111 8' 15'
R=15' TYP.
CLDS 10.40A
in
00
S.W. TYP.
P.S. TYP.
R=15' TYP,
2'-6" STANDARD
M
CV
CLDS 10.40A
00
5'1 8'
NOTES:
1. REFER TO U-02 FOR TYPICAL SECTION.
2. CURB RADII DETERMINED USING "USDG APPENDIX C."
NOT TO SCALE
NOT FOR CONSTRUCTION
LOCAL RESIDENTIAL MEDIUM TO LOCAL RESIDENTIAL MEDIUM
TYPICAL INTERSECTION LAYOUT NO.-1
REV.
1
TYPICAL STREET SECTION
1 " ASPHALT CONCRETE SURFACE COURSE,
TYPE S9.5C
1.5" ASPHALT CONCRETE BINDER COURSE,
119.00
8" ASPHALT CONCRETE BASE COURSE,
- TYPE B25.00
COMPACTED SUBGRADE
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-D1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
N / A
DATE
12.21.2020
SHEET
SITE DETAILS
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C8.02

GENERAL NOTES 'I_nll D W T AS Z GENERAL NOTES: Z Z
O FRAME GRATE AND HOOD O O
(n BACK OF CURB
SEE STD. NO. 64 3 USE CLASS "B" CONCRETE THROUGHOUT.
O O
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. ~ 0 0 ~ >- S EXPANSION JOINTS ~ >-
INTERNAL MIN. MIN. MIN. CIRCUMFERENTIAL H F- Q F- ¢
E Q X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064 CONCENTRIC DIAMETER WALL TOP/BOTTOM AREA OF STEEL ¢ 5/s" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. ¢ � � 6" E ¢ Q �
WELDED WIRE FABRIC (WWF). CONE SECTION ° (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. Iz-I = (3 U TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT W J H U 4'-6" 4'-6" IZIcc � U
O o 0 0' 12" CENTERS AS DIRECTED BY THE ENGINEER.
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS (IN.) (IN.) (SQ. IN.) '� J 81 ~' Z Y _ Y o 1 - d Z #4 BARS "V" 6 6 STD. 840.03 FRAME, W J d ~ Z
O O = o. L _ USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O = O O =
(n O @EQUAL SPACES O
ACCORDANCE WITH AASHTO M199. Z A _ _ _ = Z 111'2" 11/2" = 2-1
^
GRATE & HOOD
W Q LL = _ :o. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB of BOX, ADD TO SLAB W Q ILL =W QILL. =
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" 4 4 6 0.12 F- U � O C.7 CO CO o .o AS SHOWN ON STD. NO. 840.00. H U � O C.7 3" , F_ U � o Or
FROM THE TOP TO THE BOTTOM OF THE MANHOLE. 5 5 8 0.15 F-• _ ~ Z IL 6" B �.'_ 6" = USE TYPE "E" "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. ¢ F- ~ \LLj ¢ ~
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT 6 6 8 0.18 O ~cc: LL O J o. o FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER O H LL O J / O H LL O J
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM O Cl) Cr ¢ p D 8'-0' TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST Cr O ¢ _ w CC O ¢
'0 "o ° "o o QUANTITIES ACCORDINGLY. Cr R w R I Cr
OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. Z F I Z I I ? c� F--6'-0" Z I -I
D' n G o o ° CONSTRUCT WITH PIPE CROWNS MATCHING. QA a P LAN
00
LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF r � ~ PLAN d ~ Cn ¢ d ~
BOTTOM SLAB. 2'-0" W p X g" SEE NOTE CHAMFER ALL EXPOSED CORNERS 1 T W O DO L m¢ T W p McADAMS
ALTERNATE CONE SECTION ¢ w CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
GRADE RING T o SECTION X-X DRAWING NOT TO SCALE. T 0 m " .a O TL O
THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE TOP ELEVATION v o yt w TOP
THINNEST PORTION OF THE TOP/BOTTOM SLAB. a b° MIN. AREA OF STEEL a w ELEV. 6"
eo IS 0.07 in.z CO @ h @ USE ON FLAT EXPANSION JOINT The John R. McAdams Company,Inc.
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS ECCENTRIC CONE GRADES 2°o AND UNDER
A DISTINGUISHABLE TOP AND BOTTOM. W TOP ELEVATIONI ul 3430 Toringdon Way
° 6" MAX. SPACING ~ - - - - - - - - FRAME GRATE AND HOOD _
o. OF CIRCUM. R/F W SEE STD0840,0.3iSTETIDNO. NO. 840.66 - . 840.66 3'-0„I _ I DEPRESSED GUTTER LINE Suite 110
STEPS STD. NO
LOCATE WALL REINFORCEMENT z S EXPANSION JOINT I I w 13 0 Charlotte NC 28277
D' + 2 'W' IN MIDDLE THIRD OF WALL o a 6 o A o 6" ON - - - - - - - PLAN OF TOP SLAB SECTION S-S
FRAME AND GRATES STD. NO. 0 . N D
TRAFFIC BEARING 840.37 1" MIN. ADDITIONAL _ = ELEVATION 0 hone 704. 527. 0800
#4 REBAR O O O pCLR. LL p o J A LL IZ`INORMAL CURB AND GUTTER ON LIGHT GRADES LL IZ-I
"°"TRAFFIC BEARI"°: 840.22 °°STEP STD840.24 0,. 6" }T E-►{C7 N C.7 Nfax 919. 361. 2269
NO. 840.66 ° o .. °.e4o.zo e Z IJ_I mo'�.00' "o : .o' �. Z NORMAL GUTTER LINE Z a W license number: C-0293
840.28 1" MIN. USE MIN. AREA OF STEEL IN TOP °° As ~ d x ~ ca d EXPANSION JOINT ~ CO d
840.- , CLR. (CIRCUMFERENTIAL Z ~ 6" G 6" _ ~ 6" E #8 "W" BARS #4 BAR g" 611 I --I
SLAB OF #4'S @ 8' CTS. REINFORCEMENT) Q 6' C 6" - TOP
EACHWAY/EACH FACE *. = a d SECTION Y-Y o = d _ ELEV. _ d
° 's ° _ #4 BAR "V" N USE ON GRADES OVER 2% 1 www.mcadamsco.com
FLAT TOP SLAB LONGITUDINAL p °' D D p V @ EQUAL SPACES
ADDITIONAL #4 EACH REINFORCEMENT 0 Ln 00 RISER HT.
SIDE OF OPENING (1" ADDITIONAL #4 EACH a Ln - - DEPRESSED GUTTER LINE Ln
CLEAR OF BOTTOM FACE SIDE OF OPENING (1" RISER .p Q _ .+ VARIES o oC ° Cr iDL I 10" I 6' 0" Q 0 CLIENT
PLACE BARS DIAGONAL CLEAR OF BOTTOM FACE) p i " p EXPANSION JOINT p
... .o. . .'. o.' �.. 'o' MAX.
Z¢ = 6 Z¢ W ~ #4 BARS °u" 1,/2„ ELEVATION H H KEITH FENN
TO CORNERS (TYP.) T o . Cr
T SECTION J-J � "�-�' W, D' W, W o o DOWEL
U) J 00 WHERE 30" TO 36" PIPE IS USED
0
SEE NOTE o SECTION M-M O W - SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES O W
FRAME & GRATE �� } O N WHERE 42" TO 54" PIPE IS USED } N } N TRUE HOMES
SEE STD. 840.54 Q = r WHERE 30" TO 36" PIPE IS USED
,� BASE 2r Z RISER HT. Z MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER) * Z 2 649 B R E KO N RIDG E CENTRE DR
FOR MANHOLE Hz. p Q VARIES p O DIMENSIONS OF BOX AND PIPE COVER CU.YDS. CONC. IN BOX DEDUCTIONS p 0
7,� RING AND COVER C ° DIMENSION
JL 111 1 / ( a'�1 ¢ • ¢ G f-cam o� PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT BARS-U BARS-V BARS-W TOTAL TOP BOTTOM TOT. CONC. ONE PIPE Q '+ MONROE, NORTH CAROLINA, 28110
O J o O FOR MINIMUM V
c D A B C G H E F N0. LENGTH N0. LENGTH N0. LENGTH LBS. SLAB SLAB O
- - - - - - - - - - 1 HEIGHT
= B M .o...p,..o ._p.....o..'.o:'o'�: M PHONE: [phone]
I �X �'�� 12 3 -0' 2'-2" -- 2'-9" - - -- -- - -- 0.235 0.772 0.015 0.026
p
I _ _ JL _
trv° e.°.0'.ir P°,..°P;[r P• ;.•Yetrp°•8.•0'°o�a q 15" 3'-0" 2'-2" 3'-0" 0.235 0.829 0.023 0.036
/ .� S�, 7 / ° • Q A 1 �o 181, 3'-0" 2'-2" 3'-3° 0.235 0.887 0.033 0.049
JL _ �1 / ,\ / USE MIN. AREA OF STEEL "'d•'"'Q•-��._ol 24" 3'-0" 2'-2" 3'-9" 0.235 1.001 0.059 0.085
IN BASE SLAB OF o a
0
0.12 in2 PER LINEAR W o ° / "- ':1 m �p 30" 3'-0" 2'-2" 3' 4" 4'-3" 1' 2" 4' o" 4 1'-5" 2 3' 9" 3 3' 9" 39 0.123 0.321 1.433 0.092 0.127
/ FOOT EACH WAY I al °1 36" 3'-0" 2'-2" 3'-10" 4'-9° 1' 8" 4'-0" 4 1'-11" 3 3'-9" 3 3'-9" 43 0.161 0.358 1.714 0.132 0.178
d WHERE 42" TO 54" PIPE IS USED Jp -.. p ... o -°-oT .°o .°o q2" 3' 0" 2' 2" 4' 5" 5'-3" 1' 5" 3' p" 4 1'-8" 2 2'-11" 3 2'-11" 32 0.112 0.318 1.738 0.180 0.243
DETAIL SHOWING METHOD L 48 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-2" 4 2'-3" 3 2'-11" 3 2'-11" 35 0.145 0.352 2.052 0.235 0.317
/ TYPICAL MANHOLE SECTION 54" 3'-0" 2'-2" 5'-7" 6'-3° 2'-7" 3'-2" 4 2'-10" 5 2'-11" 3 2'-11" 41 0.180 0.386 2.387 0.297 0.401
GRATED INLET OPTION MANHOLE OPTION SHEET 1 of 1 OF RISER CONSTRUCTION PLAN PLAN SHEET 1 OF 2 SHEET 2 OF 2
840.52 840.02 * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 8 4 0.0
Z Z v Z L
rr OH� 23/4 O� 1%2r, 3r_6rr O>O-
43 NOTE: USE TYPE "E", "F" AND "G" GRATE = ~ ¢ DETAIL SHOWING TYPES OF GRATES 3 ¢ ¢ _ 1 " ¢ ¢
2'-11 /4" _ 1 /
UNLESS OTHERWISE NOTED. M� \ 3/ ¢ = = • USE ACCORDING TO WATER FLOW. 1/2 " ¢ ~ " 2 ¢ = •
N� Pr l I� P Hp��' V 1Hp �V 1 DEPRESSION M i�/$,r ��i,/$rr HccCD
B _ W J OF B W J OI--I r rr r rr `T\ LLJCLI--IZ
T OOU)=z 00�=z 1 -75/g 1 -75/g r r-►H F� 000=
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M I I
O IE�SECTION - LL SECTION - MM O ~ ¢ O ~ ¢ O - 1 - - - - = O ~ ¢ ( �''►
oo - WATER FLOW SAG WATER FLOW Ig%8" = N o o N I V
co A oo A ALIGN FRAME WITH INSIDE 13/8" � I> -I T � F- I>1
EDGE OF WALL TO ALLOW =� r �p--------------------------- - - - - -- r �p T �p z
FOR VERTICAL ADJUSTMENT o. - cnT� l W I W W
OO WALL SECTION °.o T T 0 B 11/2 I 13/4" T 0 SECTION G-G " �H I T O
00 �T-' 1'-41/2r' F'� LU 00
SECTION - BB 1 �2" S/$r' PLAN OF FRAME LO
B SECTION - PP SECTION - INN -' r`
i t 7c�/8rr 1 r 7c�/8rr r
SECTION B-B - CAST IRON ZN N z
N d0 L.L I..L
PLAN m 4 ..{ z - - 13� rr 21/ rr I z
W Co
J \ 3j' 0~ L o~ PLAN OF GRATING Q J
FRAME,GRATE, & HOOD ASS'Y N m NI _� _� `- = O = p
I �TI 0 00 Q WATER FLOW SAG WATER FLOW
LL m LL O m 2'_31/" CAST IRON o� z O
6„ 2'-0" 6" 0 = SECTION A -A 0 = = 0 0
z= z v z Q W z Q
~ Z U TYPE "F" TYPE "E" TYPE "G" TYPE - E '-' G G J O �/ U
3'-0" ;m _ �� 13/" _ Z Z Q Q .4 0 = =
rb ¢ ¢ ¢ n " rr n
o� O� �� 0 0 a U 9 RAISED FLOW ARROW
a U 1/8 1/8 1/8 1/8 p W CO LO
O
K L M -K� N a `� 13/r, (-- °' 0 V) Q RAISED FLOW ARROW 23/4" /6 HIGH N Q 1 3 1 1 3 1 0
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SECTION - AA I : 0 � z %g" HIGH '1 D c Q � z 1 16 r 2r 3'- 3/4 2 3/4 Li-
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LU
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SECTION - JJ ¢ 3 2 2'- 2 Q J ;) J Q
/8 T V / (� rn
3/„ 3/r„IIIL� 3'-0%8„ 55/8" p� O 9 3 'r /$ r r\ p z (n v
146" T 1�6" I I ,2„ Q a p O Ly 1 r, -N 1/ � ¢ a p r, - r, - Q ~ z
R 3" R O CC Q' 1 1 /2 1 O 21/8 _ 21/8 _� O CL z
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M� a O 3 ,r 1 /2 13/4 3 1/8 W LL 3 - 13/4 2 13/4 D: cA v > 1 /2rr 6rr 2r Orr 6rr %2n 1/2 LL 2 11 /4 2'- 11 /4 = O
rr r r r rr rr 7 'r 1/2 rr
3%P 6 3' 0„ 6rr �3�2_ 3/" 0�3/, 3� T r %2rr T �.J I�1�� 1%2 �- �1 I� 3 Err 2r 6rr O `/
SECTION - KK 1Jfs" H 1 3/ " 1I�
2'-11%2' 45/8" SECTION A A ��� �$" SECTION E-E SECTION F-F
R SHEET 1 OF 2 TYPE - F M\ I SECTION A -A SHEET 2 OF 2 SHEET 1 OF 1
HOOD ELEVATION SECTION - RR 840.03 TYPE G 840.03 840.16
z0 SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE NOTES: p
H O IF SPECIFIED. ~ O INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. H O
2" WEEP HOLES GENERAL NOTES: 1-.� F- < STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED F- <
USE CLASS "B" CONCRETE THROUGHOUT. Q ¢ STATE USE OF SYSTEM ON COVER ¢ ¢ ¢ ¢
Y^� Q Q THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. Q °
I.E.: SEWER, STORM DRAIN, ELECTRICAL cc cc
PflOVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12" Z = = C.i 1 (� Z = = C.i Z =
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. LL J O ~ Z Q 2 ' LL J CL ~ Z 3 LL J d ~ Z
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O = O O = /8 O O
TOP OF COVER -N� ��
12" CENTERS AS DIRECTED BY THE ENGINEER. _ .. _ °. _ °. �� p
X X Lu QZLL= Lu¢ZIL= WQZLL= CA (�
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. Q 0 o Or �O Q U � O C.S _ 1 " Q U � O C3 ♦♦♦ �\ ��•••••••••���/
_ 1 IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB A A B g 1- LU 1 ' F- LU O •�ti
J AS SHOWN ON STD. NO. 840.00. ~ = z W = z W = z W
CONSTRUCT WITH PIPE CROWNS MATCHING. = 0 1--I Q = O ~ Q oC WO F-I Q : THE JOHN R.
- - SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. O IOi = O FO-I = 0 OZ H = C7 : McADAMS Z =
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. IL H L _ _ _ - _ - _ - _ - _ - _ - - _ -I L _ - - _ _ - ~ 5/8" tz_� H � •COMPANY, INC;INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A r p r p - T p •,\Q
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. W r W r W T :•• .. V
r r 0 r � / •� �• \
CHAMFER ALL EXPOSED CORNERS 1". %2" R• �jv C, ••••••�••••••�OQ-,♦♦`
15/g„
Y - DRAWING NOT To SCALE. BOTTOM OF COVER !2" PLAN ELESIDEVATION ,,/ ,,OF 111 `'.-0
PLAN 1'r R. PLAN SIDE
WITH GRATE &FRAME REMOVED
ELEVATION 1�
PLAN OF COVER = A\ N .�`� �\ CARO
BRICK COPING INCIDENTAL 5/e ` N\ FL(/) ��� ��. .........
COPING(INCIDENTAL)
TOP ELEVATION cc
I Cr CL �� O��SS�0
O PLAN OF FRAME o W O W :'� ti
a LL
STD. 840.16 FRAME � v LL W 1 0 141/2 I ~ - SEAL
& GRATE C'3 J 1'-11/2" (3 D�I 1'-0" I 0 U) - -
Z Z LU z v CAST IRON CAST IRON z = _
048769
6" A 6"
6 B #4 BAR I--1 H 2 11/4„ G ELEVATION ELEVATION WD: �\
N =p d _� 1'-113N4" 3/r' m = a
x 2 0 O N M� _ 1 16
I I p G M 1' 10/8rr Co CC z Cr \
_ #6 BAR OR =
I m I '06„ o o a 1 rr a34 „ _ 11/ " m #$ BAR o
Q W 1" / \TYPE #1 1 Q U. 0) 1/„ GALV'D. Q N REVISIONS
H I II /
DOWEL � W __ 33i' � 2 U) LU 5/8" ��� \ U) W
m SEE NOTE DOWEL (SEE NOTE) MAX. PIPE THIS SIDE Q N I /2rr �43/rr Q J Q Q NO. DATE
SECTION X-X SECTION Y-Y o Z T �� 1'-105/B" o= POLYPROPYLENE Z
in
QO \ - /~\ ALTERNATE o Z �2 PLAN SIDE PLASTIC SIDE o Q
\ SECTION B-B a ELEVATION
\ °C 1i8'�_ = PLAN ELEVATION ar G
3 , 1 „ \ � - _ � � - � �v COMPOSITE
4/8" 2 -O/2 / MINIMUM WEIGHTS LBS.
2'-91/ " FRAME - 180 REINFORCING STEEL
COVER - 120 1/4 r�l
SECTION A -A TOTAL - 300 12" ­v-1 P7777777777q
ELEVATION NOTE:
#3 DEFORMED 12" DO NOT USE IN
STEEL ROD SANITARY SEWER MANHOLES. PLAN INFORMATION
SHEET 1 OF 1 SHEET 1 OF 1
TYPE #2 840.5411 SECTION A -A ELEVATION 840.66
PROJECT NO. TRU-19030
FILENAME TRU19030-D1
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE N / A
DATE 12.21.2020
SHEET
STORM DRAINAGE
DETAILS
•
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
DIMENSIONS
AND QUANTITIES
FOR
DROP INLET(BASED ON MIN.
HEIGHT, H)
�
DIMENSIONS
OF BOX
&PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT,
rorA�
coecRETE
FOR MINIMUM
HEIGHT, H
C.M.
R.C.
12"
3'-0"
2'-0"
2'-0"
0.222
0.222
0.592
0.015
0.026
15"
2'-3"
0.646
0.023
0.036
18"
2'-6"
0.703
0.033
0.049
24"
3'-0"
0.814
0.059
0.085
30"
3'-0"
2'-0"
3'-6"
0.222
0.222
0.925
0.092
0.127
SHEET 1 OF 1
840.14

3", "B" BARS @ 11" CTS. 3"
NONE■■
_ EENNEN
EMMEEE
MIM►EEE .
MENNEN
MEN
SEE GENERAL NOTES
FOR PLACEMENT AND
STEEL INFORMATION
6'-0"
PLAN OF TOP SLAB
U
a
6' 8"
#4 BAR
N
F j
DOWEL "C"
5' - 93/8„
7„ 7"
HOOK 2%32" RADIUS HOOK
FINISH GRADE
"Y" BARS
BAR DIMENSIONS ARE OUT TO OUT
INSET "A"
PLAN OF BOTTOM SLAB CONCRETE BLOCK
NOTE 1: CONSTRUCT SECTION "B" OF THE PROPOSED WALL 8" THICK.
AND SECTION "A" 12" THICK.
NOTE 2: IF PROPOSED STRUCTURE EXCEEDS 12'-0" VERTICAL HEIGHT A
DESIGN WILL BE REQUIRED FOR APPROVAL.
NOTE 3: USE SINGLE MAT REINFORCING STEEL;
EXCEPT DOUBLE MAT STEEL MAY BE USED IN LIEU
OF HOOK BARS IN BASE SLAB.
X -�
4"
SEE 5EG11UN Y-Y FUR DIMEN51UN
Y
HH
FRAME AND
GRATES
X --�
PLAN
SEE SECTION Y-Y FOR "A" BARS
SPACING AND COUNT
0
a
0
U
PLAN OF BASE
J
1'-0
RT
w
z
CIO
Z
X 0
Q
h
91,
CONCRETE BOTTOM SLAB
6'-0"
Z
O Cn
F- }
Q Q
� C=
LLJ�I-IZ
0 0 (1)
Er 2-1
W Q Q W S
Q�
U�00-I
H 2 ~ Z W
U) LL 0 J
00(nQ
CC
H >
[L
r 0 p
PLAN
(WITHOUT TOP)
SEE STANDARD 840.54
FOR MANHOLE COVER & FRAME
X
BRICK MAY BE USED TO
2
ADJUST FRAME & COVER
CO W
TO SURFACE ELEVATION MAX. 1'
L}=
0
CONCRETE TOP SLAB
LL
Z
3" .p .p "B" BARS
O
o o
O
H p
�0Q
z
r
0
^_ N
4, B„
�
(5 LU
QzD-
8"
z
F-I �
STEPS - SEE
a
1 GENERAL NOTES
co
1
12"
ca
}
Q
PIPES SHOWN
0 W
SEE INSET "A"
FOR ILLUSTRATION
p
M Cl)
DOWEL "C„
PURPOSES ONLY
Q
LL 2
SEE NOTE
�
LL 2
Q o
----
0
Cc LL
-±
"Y" BARS @ 111/4"
SECTION X-X
(WITH TOP)
BILL OF MATERIALS
COMMON
CONCRETE ALT.
BRICK ALT.
BAR
SIZE
LENGTH
QUANTITY
WEIGHT
LENGTH
QUANTITY
WEIGHT
A
#5
6'- 4Y2
6
39.9
7 -7/2
6
47.7
B
#5
3 -4/2
16
56.3
3 -4/
16
56.3
C
#5
2'- 8
14
38.9
-0-
-0-
-0-
D
#5
8'-0/ "
4
33.6
9'-31/"
4
38.8
E
#5
3'-0"
20
62.6
3'-0"
10
31.3
F
#5
4'-8"
20
97.3
4'-8"
10
48.7
REINF. STEEL TOTAL WEIGHT LBS.
328.6
222.8
CONCRETE IN BASE CLASS 'AA' CUBIC YARDS
0.56
0.66
CONCRETE IN WALLS CLASS AA CUBIC YARDS
0.92
-0-
CONCRETE IN WALLS CLASS 'B' CUBIC YARDS
-0-
0.36
BRICK IN WALLS CUBIC YARDS
-0-
0.91
CONCRETE TOTAL CUBIC YARDS
1.48
1.02
BRICK & CONCRETE TOTAL CUBIC YARDS
1.48
1.93
CONC. CUBIC YARDS IN WALL FOOT OF HEIGHT
0.35
0.14
BRICK CUBIC YARDS IN WALL/FOOT OF HEIGHT
-0-
0.34
LBS. OF REINF. STEEL IN WALL FOOT OF HEIGHT
1 94.9
1
1 47.6
"C""VERTICAL BARS
"E" & F" HORIZONTAL BARS
STRAIGHT BARS
6�
u
1yo, "A" & "D" BASE BARS 6�I�
2" RADIUS
2" RADIUS 1112 CONC.
17" BRICK
BASE BARS
840.34
Z
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QQ
FZ-I [r C20 U
LLJ�I-IZ
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W Q Z W S
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IL
LU
H
W
J
LU
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N Q
M
0
a 0
N
LL
O o
0
G Q
z
6" RADIUS
Q W
9%2" BEND
Q
W
cc
p
Q LL
4" CONC.
8" BRICK
Q
-
CORNER
BARS
0
m
GENERAL NOTES:
z
( O
-USE CLASS AA' CONCRETE FOR CAST IN PLACE CONCRETE BOX.
F
Z 0
-USE CLASS 'B' CONCRETE IN THE WALL CAVITY FOR REINFORCED
(n
�--�
BRICK CONSTRUCTION AND CLASS 'AA' FOR THE FOOTING BASE.
at z
0
-CHAMFER ALL EXPOSED CONCRETE CORNERS 1".
}
Q
-USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
W r,
-IF PIPES ARE SET IN THE BASE FOLLOW CONSTRUCTION
p
m
PROCEDURES SHOWN BY STD. DWG. 840.00.
Q
-PRECAST UNITS MADE OF CLASS 'AA' CONCRETE MAY BE USED IN
000
V
LIEU OF BRICK MASONRY CONSTRUCTION.
F-I U
-INCLUDE REINFORCING STEEL COST IN THE UNIT OR
LL
LINEAR FOOT BID PRICE FOR "MASONRY DRAINAGE STRUCTURE".
LL 0
-REFERENCE STD. DWG. 840.25 FOR FRAME ANCHORAGE.
Q 0
-CONCRETE BRICK, JUMBO BRICK AND 4" SOLID CONCRETE BLOCK
WILL BE PERMITTED.
-CONCRETE FOR BRICK BOX REFER TO SECTION 832 OF THE
STANDARD SPECIFICATIONS.
-PROVIDE GRATED DROP INLETS OVER 3'-6" DEEP WITH STEPS
SPACED 12" ON CENTER AS DIRECTED BY STD. DWG. 840.66.
-FRAME AND GRATES ARE SEPARATE CONTRACT ITEMS.
GENERAL NOTES:
USE STANDARD OR JUMBO BRICK FOR WALL CONSTRUCTION. SOLID
CONCRETE BRICK OR BLOCK ARE OPTIONAL WALL CONSTRUCTION MATERIAL
INCLUDE ALL ADJUSTMENTS TO WALLS, SLABS OR REINFORCING MATERIAL
IN THE UNIT PRICE BID FOR EACH UNIT.
INSTALL OPTIONAL MANHOLE IN POSITION AS DIRECTED BY THE ENGINEER.
CUT OR BEND ALL REBAR CROSSING THIS OPENING TO ALLOW 2" MINIMUM
CONCRETE COVERAGE. ENCLOSE THE OPENING WITH 8 "A" BARS TIED TO
TO THE REBAR MAT AND SET SO A MINIMUM OF 3" CONCRETE COVER IS
ATTAINED. REFERENCE STD. N0. 840.54 FOR MANHOLE INFORMATION.
PROVIDE JUNCTION BOXES WITH MAHNOLES OVER 3'-6" IN DEPTH WITH
STEPS PLACED ON 12" CENTERS. REFERENCE STD. NO. 840.66.
SPACE DOWEL "C" BARS AT A MAXIMUM OF 12" CENTERS.
MAXIMUM DEPTH OF THIS UNIT AS SHOWN IS 12'.
CONSTRUCT THE JUNCTION BOX IN ACCORDANCE WITH
SECTIONS 830, 832, 834 AND 840 OF THE STANDARD SPECIFICATIONS.
°
•v
1" MIN.
CLR.(TYP)
°
•o
0
4x4 W4xW4
WWF (LAP
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WWF 6" ON-
TO FABRIC)
'O
o v
BILL OF MATERIAL
BAR
QTY.
SIZE
LENGTH
WEIGHT
A
8
#5
V-2"
9.7
B
14
#5
5'-6"
80.3
C
26
#4
V-6"
26.1
Y
14
#5
6'-113/8"
101.5
STEEL TOTAL WEIGHT
217.6
CU. YDS.
CLASS "AA" CONC.
2.6
CU. YDS. BRICK/FT. HT. (8")
0.53
CU. YDS. BRICK/FT. HT. (12")
0.84
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I C,IIIcIII
840.04, 840.05, 840.14, 840.15, 840.31, 840.32, 840.34,
840.35, 840.36 AND 840.41.
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SECTION
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DETAILS
* USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064
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STRUCTURES
* PRECAST ALL ELEMENTS TO MEET ASTM C913.
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TYPICAL)
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* FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
r
p
1'-6" LEGS OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
PLAN VIEW OF BASE UNIT * PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
6" 'L' OR 'W' 6" * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF
MIN.
MIN.
THE SAME MIN. AREA OF STEEL IS PROVIDED.
I
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
STANDARD SPECIFICATIONS.
#4 REBARS @
a LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS
#4 REBARS @
::
6" CENTERS
m
Cr TO 6'-0" X W-0"
Cr y
0
6" CENTERS
r;'
EACH WAY
* THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE
LL W
EACH WAY
~ SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER
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LOCATED IN
IS GREATER.
0 W
CENTER THIRD
TYPICAL PRECAST
* ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA
Z
OF WALL
RISER SECTION
#5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD.
fI
3: a
DWG. 840.34 FOR MANHOLE INSTALLATION.
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2 #5 BARS EACH SIDE
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HEET 2 OF 2 6"
840.35 MI
LOCATE OPENING z
AS REQUIRED
(SEE NOTES)
L' 6"
PLAN TOP SLAB MIN.
TYPICAL SECTION
TOP SLAB
TYPICAL SECTION
OF BASE UNIT
IHEET 1 OF 1
840.46
4'-5" MIN.
SECTION X-X
4'-0"
FRAME AND GRATES
a[,
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RMS
I
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2'- 4 FOR
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o'
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4 01
MAX. PIPE DIAMETER IS 18" R.C.P.
SECTION X-X
ELEVATION
GENERAL NOTES:
ij
W-1" MIN.
SECTION Y-Y
4'-0"
MAX. PIPE DIAMETER IS 36" R.C.P.
CONCRETE ALT ■ NOTES: SECTION Y-Y
-HORIZONTAL AND VERTICAL DIMENSIONS MAY BE ADJUSTED AS THE
FIELD CONDITIONS AND/OR ALTERNATE DESIGN REQUIRE.
-MAXIMUM HEIGHT FOR THIS STRUCTURE IS 14'-0'.
-MAKE ALL ADJUSTMENTS AS DIRECTED BY THE ENGINEER.
-DEPTH OF STEEL GRATE WILL REQIURE DEEPER SEAT ALONG SHORT WALLS
USE PIPE COLLAR FOR EXTENDING EXISTING CONCRETE
PIPE CULVERTS AT LOCATIONS SHOWN ON PLANS OR AS
DIRECTED BY THE ENGINEER. THIS INCLUDES EXTENDING
EXISTING PIPES WITH PIPES OF DIFFERENT MATERIALS.
CONSTRUCT THE PIPE COLLAR WITH CLASS "B"
OR BETTER CONCRETE.
OBSERVE ALL REQUIREMENTS OF SECTION 840 OF THE
STANDARD SPECIFICATIONS.
* USE 12 INCH DIAMETER VALUES FOR PIPE DIAMETERS
LESS THAN 12 INCH.
SIDE ELEVATION
D
E
F
CU. YD.
12"
12"
12"
0.3528
15"
12"
12"
0.3990
18"
12"
12"
0.4465
24"
12"
12"
0.5526
30"
12"
12"
0.6560
36"
12"
12"
0.7640
42"
12"
12"
0.8856
48"
12"
12"
1.0126
54"
18"
18"
2.5793
60"
18"
1181,
2.8506
66"
18"
18"
1 3.1307
72"
1 18"
1 18"
1 3.4176
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HEET 1 OF 1
840.72
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS 1400 V40V
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-D1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
N / A
DATE
12.21.2020
SHEET
STORM DRAINAGE
DETAILS
C so4
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ALONG THE PIPE FROM THE TOP OF THE EMBANKMENT AT THE POINT. DO NOT
OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE HAS BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3
H = FEET OF APPROVED MATERIAL.
UNDISTURBED EARTH MATERIAL
BEDDING (MIDDLE AND OUTER): LOOSELY PLACED SELECT BACKFILL MATERIAL MEETING NCDOT CLASS 11, TYPE 1 (WASHED OR UNWASHED
CRUSHED STONE SCREENINGS) OR CLASS III, TYPE 1 (NCDOT 2S OR 2MS FINE AGGREGATE). LEAVE SECTION DIRECTLY BENEATH PIPE
o UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL ACCOMPLISH COMPACTION.
SELECT BACKFILL (BELOW SPRINGLINE): SELECT BACKFILL MATERIAL MEETING NCDOT CLASS 11, TYPES 1 OR 2 OR NCDOT CLASS III, TYPES
1 OR 2
BACKFILL: APPROVED SUITABLE LOCAL COMPACTABLE MATERIAL ABOVE SPRINGLINE OF PIPE MEETING LOCAL MUNICIPAL SPECIFICATIONS.
0 0 o ROCK FOUNDATION OR UNSUITABLE MATERIAL FOUNDATION: SELECT MATERIAL NCDOT CLASS V (#78M STONE) OR NCDOT CLASS VI (#57
STONE) FOR FOUNDATION CONDITIONING. ENCAPSULATE WITH ENGINEERING FABRIC AS DIRECTED BY THE ENGINEER: TYPE 4 SOIL
O O STABILIZATION FABRIC (NCDOT TABLE 1056-1). OVERLAP ALL TRANSVERSE AND LONGITUDINAL JOINTS IN FABRIC AT LEAST 18 INCHES.
MAINTAIN THE PIPE FOUNDATION IN A DRY CONDITION.
BACKFILL (OVERFILL SOIL)
u
%
2" MINIMUM ASPHALT SEE
DETAIL C01.03
O O
0 0 0
O O
SAWCUT ��� - 0 x� 1
EDGE OF
PAVEMENT
O �c
O O Q\1?
a
0 0 0
EXCAVATION LINE o
AS REQUIRED
BEDDING
THICKNESS (B1):
SEE TABLES 1 &
2 AND NOTE 5
(SEE TABLE) TAKE CARE
TO FULLY COMPACT
HAUNCH ZONE OF PIPE
SELECT BACKFILL
O OUTER BEDDING (Bl)
o MATERIALS AND
COMPACTION EACH SIDE,
SELECT BACKFILL o SAME REQUIREMENTS AS
HAUNCH. COMPACT AFTER
PIPE IS PLACED & PRIOR
O MIDDLE BEDDING TO PLACEMENT OF FILL
B2
TYPE 4 FABRIC (NCDOT SECT. 1056)
STORM DRAIN PIPE INSTALLATION-
N. T. S. F OF 3
ALTERNATE WALL
CONFIGURATION i
w
o------------------------------------
C B \
L = LENGTH
A ,
3:
1 SCOPe
0 +
a
SECTION
SEE STD. 20.23 AND 20.24
__IT1 � E �IT1--
END VIEW
TABLE 1
EQUIVALENT USCSO AND AASHTO SOIL CLASSIFICATION FOR SIDDb SOIL DESIGNATIONS
SIDD
USCS
NCDOT/AASHTO
GRAVELLY SAND
SW, SP, GW, GP
-NCDOT CLASS II -TYPE I (CRUSHED STONE SCREEENINGS), LL<30; PIS6
(CATEGORY 1)
-NCDOT CLASS III, TYPE I (2S OR 2MS), LL<30; PIS6
SANDY SILT
GM, SM, ALSO GC, SC
-NCDOT CLASS II TYPE I (CRUSHED STONE SCREENINGS) AND CLASS 11, TYPE 2 (AASHTO M145
(CATEGORY II)
WITH LESS THAN 20%
FOR A-2-4 WITH MAX PI OF 6, A-4 W/ MAX 45% PASSING #200 SIEVE AND A MAX PI OF 6)
PASSING #200 SIEVE
-NCDOT CLASS 111, TYPE 1 (2S OR 2MS) OR CLASS III, TYPE 2 (AASHTO M145 FOR SOIL
CLASSIFICATION A-1 OR A-3)
SILTY CLAY
CL, MH, GC, SC
AS. A6
(CATEGORY 111)
a UNIFOLD SOIL CLASSIFICATION SYSTEM
b STANDARD INSTALLATIONS DIRECT DESIGN
TABLE 2
STANDARD INSTALLATIONS SOILS AND MINIMUM COMPACTION REQUIREMENTS
OUTER BEDDING (B1)
HAUNCH ZONE & SELECT
INSTALLATION
BEDDING THICKNESS
NOTE 5
BACKFILL AREA
LOCATION
TYPE
(% COMPACTION/CATEGORY)
(% COMPACTION/CATEGORY)
TYPE 1
81 = Di/6 (6" MIN)
B2=1F ROCK FOUNDATION OR OVER UNSUITABLE
95% CATEGORY 1
90% CATEGORY 1
PAVED AREAS WITH
FOUNDATION, 3" /FT OF 'H', 12" MIN/24" MAX
95% CATEGORY II
2' OR LESS BURY
B1 = Di/6 (6" MIN)
85% CATEGORY 1
PAVED AREAS WITH
TYPE 2
B2=1F ROCK FOUNDATION OR OVER UNSUITABLE
FOUNDATION, 3" /Fi OF 'H', 12" MIN/24" MAX
90% CATEGORY 1
90% CATEGORY
GREATER THAN 2'
OF BURY
81 = Di/6 (6" MIN)
85% CATEGORY 1
85% CATEGORY 1
IN R W OUTSIDE
/
TYPE 3
B2=1F ROCK FOUNDATION OR OVER UNSUITABLE
FOUNDATION, J" OF 'H', 12" MIN/24" MAX
90% CATEGORY II
90% CATEGORY II OR 95%
OF PAVEMENT
/FT
CATEGORY III
B1 = Di/6 (6" MIN)
NO COMPACTION REQUIRED,
NO COMPACTION REQUIRED,
NATURAL AREAS
TYPE 4
B2=1F ROCK FOUNDATION OR OVER UNSUITABLE
EXCEPT IF CATEGORY III, USE
EXCEPT IF CATEGORY III, USE
FOUNDATION, J" /FT OF 'H', 12" MIN/24" MAX
857 CATEGORY III
85% CATEGORY III
NOTES:
1. COMPACTION AND SOIL SYMBOLS - I.E. "95% CATEGORY I" - REFERS TO CATEGORY I SOIL MATERIAL WITH
MINIMUM STANDARD PROCTOR COMPACTION OF 95%.
2. SOIL IN THE OUTER BEDDING, HAUNCH, AND LOWER SIDE ZONES, EXCEPT UNDER THE MIDDLE j OF THE
PIPE, SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS THE MAJORITY OF THE SOIL IN THE
OVERFILL (BACKFILL) ZONE.
3. FOR TRENCHES. THE TOP ELEVATION SHALL BE NO LOWER THAN OA H BELOW FINISHED GRADE OR, FOR
ROADWAYS, ITS TOP SHALL BE NO LOWER THAN AN ELEVATION OF 1-FOOT BELOW THE BOTTOM OF THE
PAVEMENT BASE MATERIAL.
4. FOR TRENCHES, THE WIDTH SHALL BE WIDER THAN SHOWN IF REQUIRED FOR ADEQUATE SPACE TO ATTAIN
THE SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING ZONES.
5. COMPACT OUTER BEDDING AFTER PIPE IS PLACED AND PRIOR TO PLACEMENT OF SELECT FILL. MIDDLE
BEDDING IS UNCOMPACTED.
6. OVERFILL (BACKFILL) SOILS TO BE PLACED PER STANDARD SPECIFICATION 02700 STORM DRAINAGE FOR
THE APPLICABLE BACKFILL TYPE AND BURY LIMITATIONS.
7. THESE TWO TABLES WERE MODIFIED TO GENERALLY CONFORM TO THE NCDOT STANDARDS AS SHOWN IN
DETAIL 300.01 RIGID PIPE IN TRENCH CONDITION.
REFERENCE SOURCES:
1. AMERICAN CONCRETE PIPE ASSOCIATION DESIGN STANDARDS
2. 2012 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES AND NCDOT STANDARD DETAILS
300.01 FOR RIGID PIPE, TRENCH CONDITIONS."
STORM DRAIN PIPE INSTALLATION 2 OF 3
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WT.
12"
2-1/4"
4"
2'-0"
4'-1"
2'-0"
6'-1"
730
15"
2-1/4"
6"
2'-3"
3'-10"
2'-0"
6'-1"
730
18"
2-1/2"
9"
2'-3"
3'-10"
3'-0"
6'-1"
1190
24"
3"
10"
3'-8"
2'-6"
4'-0"
6'-2"
1770
30"
3-1/2"
1'-0"
4'-6"
V-8"
1 5'-0"
6'-2"
2380
36"
4"
V-3"
5'-3"
2'-11"
6'-0"
8'-2"
5320
42"
4-1/2"
V-9"
5'-3"
2'-11"
6'-6"
8'-2"
5920
48"
5"
2'-0"
6'-0"
2'-2"
7'-0"
8'-2"
7470
54"
5-1/2"
2'-3"
5'-6"
2'-10"
7'-6"
8'-4"
8810
60"
6"
2'-6"
5'-0"
3'-3"
8'-0"
8'-3"
11180
66"
6-1/2"
3'-0"
6'-0"
2'-3"
8'-6"
8'-3"
12530
72"
7"
3'-0"
6'-6"
V-9"
9'-0"
8'-3"
13980
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2, WALL B.
3• ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
4, PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
FLARED END SECTION
12" THRU 721)PIPE
NOT TO SCALE
20.22 1 1
FILL HEIGHT TABLE
TYPE 3 (BEDDING) INSTALLATION
(0.01 INCH CRACK)
TYPE 4 (BEDDING) INSTALLATION
(0.01 INCH CRACK)
INSIDE PIPE
DIAMETER Di
(INCHES)
CLASS III PIPE
MAXIMUM BURY
H (FEET)
CLASS IV PIPE
MAXIMUM BURY
H (FEET)
CLASS III PIPE
MAXIMUM BURY
H (FEET)
CLASS IV PIPE
MAXIMUM BURY
H (FEET)
15
2 MIN, 12 MAX
1 MIN, 20 MAX
3 MIN, 7 MAX
2 MIN, 12 MAX
18
2 MIN, 12 MAX
1 MIN, 20 MAX
3 MIN, 7 MAX
1 MIN, 13 MAX
24
1 MIN, 12 MAX
1 MIN, 20 MAX
2 MIN, 8 MAX
1 MIN, 13 MAX
30
1 MIN, 12 MAX
1 MIN, 20 MAX
1 MIN, 8 MAX
1 MIN, 13 MAX
36
1 MIN, 12 MAX
1 MIN, 20 MAX
1 MIN, 8 MAX
1 MIN, 13 MAX
42
1 MIN, 12 MAX
1 MIN, 20 MAX
1 MIN, 8 MAX
1 MIN, 13 MAX
48
1 MIN, 12 MAX
1 MIN, 19 MAX
1 MIN, 8 MAX
1 MIN, 13 MAX
54
1 MIN, 12 MAX
1 MIN, 19 MAX
1 MIN, 8 MAX
1 MIN, 13 MAX
60
1 MIN, 12 MAX
1 MIN, 19 MAX
1 MIN, 8 MAX
1 MIN, 13 MAX
72
1 MIN, 11 MAX
1 MIN, 19 MAX
1 MIN, 7 MAX
1 MIN, 13 MAX
FILL HEIGHT TABLE BASE ON:
1. Ys = 120 PCF (BACKFILL LOAD)
2. AASHTO HL-93 LIVE LOAD
3. POSITIVE PROJECTING EMBANKMENT CONDITION (THIS GIVES CONSERVATIVE RESULTS IN COMPARISON TO
TRENCH CONDITIONS)
4. PIPE = REINFORCED CONCRETE PIPE MEETING ASTM C76 (AASHTO M170), WALL C THICKNESS
5. CONCRETE PIPE SHOULD BE INSTALLED IN ACCORDANCE WITH AASHTO -RFD BRIDGE CONSTRUCTION
SPECIFICATIONS SECTION 27 OR ASTM C1479.
a FILL HEIGHT TABLES, THE PORTION EXCERPTED HERE. WAS DEVELOPED BY THE AMERICAN CONCRETE PIPE
ASSOCIATION (ACPA) USING THE INDIRECT DESIGN METHOD IN ACCORDANCE WITH SECTION 12.10.4.3 OF THE
AASHTO -RFD BRIDGE DESIGN SPECIFICATION, 4TH, 2007 WITH 2O08 INTERIM.
NOTES:
1. GREATER BURY DEPTHS THAN THOSE SHOWN ABOVE ARE ACHIEVABLE BY EITHER USING TYPE 1 OR 2
INSTALLATION, USING CLASS V PIPE, CONTROLLING BACKFILL TYPE, CALCULATING DEPTH USING A TRENCH
CONDITION, OR BY SPECIAL DESIGN. SEE ALSO DESIGN DATA 9 PUBLISHED BY THE ACPA FOR DESIGN
METHODOLOGY.
2. IN LIEU OF CALCULATING BURY DEPTH FOR OTHER CONDITIONS, FIRST SEE "LRFD FILL HEIGHT TABLES FOR
CONCRETE PIPE", LAST REVISED JULY 2009 OR LATER), PREPARED BY THE ACPA FOR OTHER BURY DEPTH
POSSIBILITIES
STORM DRAIN PIPE INSTALLATION 1 3 OF 3
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM INC SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
OUTLET La W1 W2 *T H
* d50 (see fig 8.06 aft "INC SEDIMENT AND EROSION CONTROL MANUAL"
dmax = 1.5 x d50
T = 1.5 X dmax.
T(min.)=10"
NATURAL GRADE
wo
PLAN
(IF NEEDED)
ELEVATION
NOTE: SLAYER OF FILTER FABRIC
MINIMUM H-2/3 PIPE DIAMETER
SECTION B-B
RIPRAP APRON AT PIPE OUTFALLS
OTHER THAN AT SWIM
MIN.
T (THICKNESS)-10- MIN.
20.23 1 7
'J
cADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS vww
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME
TRU19030-D1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
N / A
DATE
12.21.2020
SHEET
STORM DRAINAGE
DETAILS
C nos
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

NOTES:
FOR PVC -- USE SDR 35 FOR 10 FT. OR LESS.
USE SDR 26 FOR 10 FT. OR MORE.
USE DUCTILE IRON - IF UNDER 3 FT. DEEP
OR OVER 18 FT. DEEP.
NO STONES LARGER THAN # 67 STONE
SHALL BE USED IN SELECT BACKFILL
PVC C900
SDR 18 (200 PSI)
OR
DUCTILE IRON CD
WITH PROTECTEE
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
-24"—
9
18" MAX.
1
GRAVITY SEWER - BEDDING DETAIL
L
F
THREE COURSES OF
GRADE RINGS MAXIMUM
STRAIGHT WALL OF M.H.
TO BE LOCATED OVER INLET
- 0" FOR PIPES 5'
OVER 18"
4' - 0" FOR PIPES
18" & SMALLER
CLASS C
AREFULLY COMPACTED
ELECT BACK FILL 1 FT.
BOVE TOP OF PIPE
#67 STONE
%MP IN
'-12" LIFTS
:CAREFULLY COMPACTED
SELECT BACK FILL 1 FT.
ABOVE TOP OF PIPE
FORCE MAIN
STANDARD DETAIL
SEWER BEHNG
. PRECAST INVERTS ONLY
HAND TAMP
EARTH
GALE:
J.T.S.
)ATE:
-16-13
5" SCH 40 STEEL PIPE
WITH EPDXY COATING
RUST-OLEUM 9335 ABOVE GRADE
9T578 BELOW GRADE - 9373 PRIMER
T
60'
1ESH SCREEN
2" STAINLESS STEEL STAPS
O.C. FROM BASE
11
x 3" S.S. ANCHOR
PER STRAP
x 2'
ETE ANCHOR
GENERAL NOTES:
(1) 1 ROLL OF MASTIC AND A 6" EXTERNAL JOINT/SEAM WRAP INSTALLED ON EACH MANHOLE SECTION
(2) MANHOLE VACUUM TESTING - AFTER EACH MANHOLE IS INSTALLED AND ALL PIPES ARE CONNECTED, BUT BEFORE BACKFILLING, THE MANHOLE SHALL BE VACUUM TESTED.
ALL PIPES ENTERING THE MANHOLE SHALL BE PLUGGED AND BRACED. THE CONTRACTOR SHALL FURNISH ALL MATERALS, LABOR AND EQUIPMENT NECESSARY TO PERFORM
THE TESTING. A VACUUM OF 10 INCHES OF MERCURY SHALL BE CREATED ON THE INSIDE OF THE MANHOLE. AT THE VACUUM OF 10 INCHES OF MERCURY, THE PUMP SHALL
BE STOPPED AND THE TIME SHALL BE MEASURED FOR THE VACUUM TO DROP TO 9 INCHES. FAILURE OF THE TEST SHALL BE ANY AMOUNT OF TIME LESS THAN THE FOLLOWING.
4 FT. DIAMETER MANHOLE = 60 SECONDS
5 FT. DIAMETER MANHOLE = 75 SECONDS
6 FT. DIAMETER MANHOLE = 90 SECONDS
7 FT. DIAMETER MANHOLE = 105 SECONDS
8 FT. DIAMETER MANHOLE = 120 SECONDS
10 FT. DIAMETER MANHOLE = 150 SECONDS
UPON TEST FAILURE, THE CONTRACTOR SHALL REPAIR ALL LEAKS AND RETEST THE MANHOLE UNTIL THE TEST HAS PASSED.
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT 10
SCALE:
UNION COUNTY, N.C. MANHOLE
DATE:
F7-31-14
NOTES:
ESMT/R/W LINE
4" CLEAN OUT EXTENSION
TO BE LOWERED
AFTER
1.
THE CLEAN -OUT SHALL BE ADJUSTED TO GRADE
CONNECTION
TO BUILDING PLUMBING
AND THE POST REMOVED BY THE PLUMBER UPON
FY
CONNECTION TO THE TAP.
4"x4"x8' (MIN) POST TO BE
2.
PLUMBER SHALL HAVE THE OPTION TO INSTALL A ONE
I
REMOVED AFTER CONNECTION
PIECE 4" SCH. 40 COMBINATION WYE TO MINIMIZE
24" CONCRETE
BUILDING PLUMBING
TRENCH DEPTH OR INSTALL THE SEWER SERVICE
I
MIN PROTECTOR I 1
PROTECTOR
MIN
(SEE NOTE 1)
LATERAL FROM THE 4" STUB OUT.
RING I I
1
FINISHED GRADE
3.
ALL CONSTRUCTION BY THE PLUMBER, EITHER OPTION 1
1 I
OR OPTION 2, SHALL BE INSPECTED AND APPROVED
BY UNION COUNTY PLUMBING INSPECTOR UNDER A��
\�/�j, /�•
//
��\//�\!
VALID PLUMBING PERMIT.
4.
CONTRACTOR OR UNION COUNTY PUBLIC WORKS
4" PVC FEMALE
PERSONNEL MAY ADJUST SERVICE LATERAL ELEVATION
ADAPTOR W/SHC.
3.0
WITH FITTINGS IF ADEQUATE GRADE EXISTS,
40 PLUG
MIN
5.
LATERAL CONNECTIONS TO MANHOLES MUST BE
CORED AND BOOT INSTALLED.
4" SCH. 40 PVC
4" SCH. 40 - 1/8 BEND OPTIONAL 4" SCH. 40 COMBINATION
SOLVENT WELD CONNECTION (TYP)
WYE TO BE INSTALLED ✓��_
— — — — __�
BY BUILDER'S PLUMBER.
TO BUILDING
4" SCH. 40 PVC NIPPLE. IF ADEQUATE GRADE EXISTS
�i
BY PLUMBER
LENGTH VARIES DEPENDING ON
TO BUILDING'S FLOOR
OPTION 2
DEPTH OF SEWER MAIN TO
ELEVATION (SEE NOTE 2)
TO BUILDING (SEE NOTE 3)
MINIMIZE ADDITIONAL BENDS.
BY PLUMBER
4"
SCH. 40 COMBINATION WYE
OPTION 1
(SEE NOTE 3)
I
DISTANCE VARIES I
SDR 35 PVC 8x8x4 WYE
----__�
INSTALL ROTATED 45° FROM
THE SPRING LINE
1% MIN. SLOPE
12"
SPRING LINE
45°
4" SCH. 40
GRAVITY
SEWER MAIN
PVC CAP ON
(SEE SPECIFICATIONS)
4" STUB OUT
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SEWER ATERA SCALE
N.T.S.
UNION COUNTY, N.C. DATE:
2/19-14
O
� NITq
®�I-
(i rc
i SFWE�'
CE
1/2'
C13mm] 0
1 1/4' RAISED LETTERING
(RECESSED FLUSH)
�/— (2) 1' (25mm)
l DIA. HOLES
(4) 1' (25mm) DIA
HOLES ON 29 3/4'
(756mm) BOLT CIRCLE.
e
3/4' 1 LETTERS
(RECESSED FLUSH)
NOTES:
1. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLUGGING ALLOWED.
2. MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVER.
3. PROVIDE TWO VENT HOLES IN COVER, 1" DIA, TAPERED TO 1-1/8" ON
REVERSE SIDE.
4. MINIMUM WEIGHTS: COVER - 120 LBS. RING - 190 LBS.
S. ALL MANHOLE RINGS OUT OF ROAD RIGHT OF WAY SHALL BE BOLTED
INTO MANHOLE WITH 5/8" DIAMETER KWIK BOLT STUD ANCHOR SYSTEM.
HILTI BRAND OR APPROVED EQUAL.
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
- FOR USE ONLY WHERE WELLS
ARE WITHIN 100 FEET RADIUS
OF SEWER LINE/MANHOLES
MECHANICAL
JOINT
NON -SHRINK
GROUT
BOTTOM VIEW
2' - 1 1/4"
1' - 11 3/4"
1' - 11 1/2"
2 1/8" -I 3„ - -j 3 3/4" f- -
1' 10 1/4"
4 3/8" I-- 2' - 0 1/2"
4 3/8" -
2' - 9 1/4"
(U.S, FOUNDRY - 669, VULCAN - 1384 OR EQUAL)
STANDARD DETAIL
R NG & COVER
24" ACCESS
MANHOLE COVER
` FLAT TOP
- LOCATE ACCESS COVER SUCH THAT
THE BLIND FLANGE IS ACCESSIBLE
�l
FROM TOP OF MANHOLE. COVER
MUST ALSO BE IN A POSITION TO
1 STANDARD 5' MANHOLE
ALLOW MANHOLE INGRESS/EGRESS
VIA MANHOLE STEPS.
- ALL PIPE AND FITTINGS TO BE
BLIND FLANGE
TESTED TO WATER QUALITY
STANDARDS.
4" DIP
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
DRESSER
COUPLING
45° DIP
FLANGE
1
�II�IIII■�
FLANGED WYE
12120102i11:21
STANDARD DETAIL
CLEANOUT MANHOLE
DATE: 1 0
7-29-08
7 1L
/2"
0
® 1 1/4' RAISED LETTERING
(RECESSED FLUSH)
(2) CAN LOCKS
\o� LOU Y SEE DETAIL
J� G,PNiT4
1 i/2' J
138mm] ®� . (4) 1' 1DIA
q HOLES ON 29 3/4'
O ® C756mm) BOLT CIRCLE.
S�W�� ids
SAgCE P�-�V`���
(2) CLOSED PICKHOLES
1/2' 3/4' (19mm) LETTERS
113mm] -� ® (RECESSED FLUSH)
5/8'-11 X 3 1/4' LG.
SS PENT BOLT (2 REQ'D)
1 7/8' 5/8- SS
1481 [/,FLAT WASHER
5/8' RUBBER WASHER
2
BOTTOM VIEW
180' _J 4 -1/ O -1
CSmm] 5/8' SS 2'- 9 1/4" ---I
5/8' HEX ZN FLAT WASHER (U.S. FOUNDRY - 669, VULCAN -1384 OR EQUAL}
NYLOCK NUT <2R7 SS LOCK LUG (SHORT) NOTES:
5/8' HEX ZN 240' 1. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLUGGING ALLOWED.
JAM NUT _„_, C6mm7
2. MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVER.
CAM & GASKET GROOVE 3. PROVIDE 2 CLOSED PICKHOLES
DETAIL 4. MINIMUM WEIGHTS: COVER - 95 LBS. RING - 190 LBS.
S. ALL MANHOLE RINGS OUT OF ROAD RIGHT OF WAY SHALL BE BOLTED
INTO MANHOLE WITH 5/8"DIAMETER KWIK BOLT STUD ANCHOR SYSTEM.
HILT[ BRAND OR APPROVED EQUAL.
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SCALE:
UNION COUNTY, N.C. RING & COVER FOR SEALED MANHOLES DATE: 9 A
9-2S-12
20' JT D.I.P.
MASONRY
PROTECTIVE
WALL WITH
TIES ON
EVERY 12"
STRAIGHT WALL OF M.H.
TO BE LOCATED OVER
WIDEST SHELF
VARIES
00
� 2"
00
0000000
;0000 0
8000
0
�20' JOINT D.I.P. OR D.I.P.
T' UNDISTURBED GROUND.
MIN T
n I —STAINLESS STEEL STRAP
o ON D.I.P. DROPS 4' MAX.
SPACING.
a
m
OPTION'A' #67 STONE
OPTION 'B'
GENERAL NOTES:
(1) CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED TROUGH FROM ENTRANCE PIPES TO EXIT PIPE, AND IN CURVED
MANHOLES THE TROUGH MUST BE A SMOOTH CIRCULAR ARC TANGENT TO THE INSIDE WALLS OF THE PIPES AT THEIR ENDS.
(2) THE SLOPE OF THE OUTSIDE DROP TROUGH SHALL BE 1/4" PER FOOT.
(3) ALL PIPE OPENINGS TO BE NO GREATER THAN 3" LARGER THAN O.D. OF PIPE AND ADDITIONALLY REINFORCED WITH A MINIMUM OF 0.20 SQ. IN.
OF STEEL AT 90 DEGREES. PIPE TO BE CENTERED IN OPENINGS. ADDITIONAL REINFORCEING NOT REQUIRED FOR CORED OPENINGS.
(4) OUTSIDE DROP SHALL NOT ENTER MANHOLE IN CONE SECTION.
(5) MATCH DROP INFLUENT CROWN TO CROWN WITH EFFLUENT PIPE.
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUNTY, N.C. OUTSIDE DROP MANHOLE DATE:0 B
5-7-19
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION I
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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048769 =
.44
REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-D1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
N / A
DATE
12.21.2020
SHEET
SANITARY SEWER DETAILS
C8.06

NOTE:
A 27" DIAMETER PRE -CAST
RING SHALL BE PLACED
8 3/4" AROUND EACH VALVE BOX,
7 1/2"
2„ I~ 4 3/4"
2 1/2" 7 1/4" 11
4"
3/8" r 1/4"
61/4" j 7
5"
2 LUGS 3/8" x 1/4"
10 1/4"
7 3/8"
1/4"
1/2" 3/4"
1"
S/16"
4"
2"
5/8"
4 /4" 1
5 1/4
6 3/4"
11/2'
1"
7/16"
6'
7"
7 1/2"
TOP
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
BOTTOM
(SCREW TYPE)
STANDARD DETAIL
VALVE BOX
CONCRETE RING CONCRETE RING
VALVE BOX
2" BRASS NIPPLE -
14 GAUGE STRANDED BLUE"
COATED COPPER TRACER WIRE 6" PVC PIPE RESTING ON BRICK
WATER MAIN (SIZE VARIES) STUB LENGTH VARIES)
(SEE TABLE) (SEE TABLE)
GATE VALVE -
MECHANICAL JOINT MJ PLUG -/
(SIZE VARIES UPON
WATERMAIN SIZE)
COVER
TABLE
SIZE OF PIPE LENGTH OF PIPE
6" 40'
8" 40'
12" AND LARGER BY ENGINEER
GROUND LEVEL
I— VALVE BOX
L6"PVC
MINATE 1' BELOW
ROUND LEVEL 2" GALVANIZED
2" COUPLING PIPE 2' LONG
E BOXE RESTING ON BRICK
2' GALVANIZED PIPE i
3' LONG 2" - 90' BEND
2" GATE VALVE -
MECHANICAL JOINT
CONCRETE BLOCKING
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE:
UNION COUNTY, N.C. MAINLINE FUTURE EXTENSION WITH BLOW -OFF DATE:
10-4-11
GENERAL NOTES:
1) METER BOX LID TO HAVE AMR LOCATOR (ALLIANCE 1200 OR
EQUAL FOR 50W ERT, STANDARD LID FOR 60W ERT)
2) BUILDER/PROPERTY OWNER TO INSTALL NIPPLE, VALVE AND
VALVE BOX BEFORE METER WILL BE SET.
3) METER AND ERT BY UNION COUNTY @ PREVAILING RATE
14 GAUGE STRANDED 8" to 10"
BLUE COATED COPPER
TRACER WIRE ANGLE VALVE
(WITH LOCK WINGS)
EXPANSION
CONNECTOR
1 1/2"
CLEARANCE n
ELECTRONIC RADIO
TRANSMITTER VALVE BOX BY
BUILDER/PROPERTY OWNER
/ JI I L
I I
I
/ I I
AMR METER I I
I I
I = I
TUBING CONNECTOR
ZCHECK VALVE VALVE BY BUILDER/PROPERTY
OWNER
YOKE BRASS NIPPLE BY
BUILDER/PROPERTY OWNER
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL SCALE:
N.T.S.
46
UNION COUNTY, N.C. METER INSTALLATION FOR AMR METERS DTE:
CONCRETE PAD
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
VALVE
BOX
INSTALLATION
SCAL
104TI
NO. 67
WASHED
STONE
BURY
r
a+
18"x18"x6"
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
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
6" MECHANICAL JOINT
6" DUCTILE IRON GATE VALVE
LEADER WITH
MEGALUGS 14 GA. STRANDED BLUE COATED
COPPER TRACER WIRE
O O
MECHANICAL JOINT
O O "LOCKED"
HYDRANT TEE
O O
A MINIMUM OF 6" OF CONCRETE
WILL BE PLACED UNDER THE BASE
STANDARD DETAIL
SCAL
FE:
RE HYDRANT INSTALLATION DATE
1-2-14
CONCRETE PAD
a e
I I,� LlII
VALVE BOX
HYDRANT TEE—\
14 GAUGE STRANDED BLUE
COATED COPPER TRACER WIRE
t
6d••..e
„III-11 =
I
6" PVC PIPE
I
I
I
2" CAST IRON HARCO ADAPTOR
8" OR 6" WATERMAIN� \\-2" PVC
(54 LF DIP RESTRAINT) Z2'OF 2" BRASS NIPPLE \-2" THREADED VALVE
6X2 MJ PLUG
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE:
UNION COUNTY, N.C. HYDRANT TEE X2" REDUCER DATE: 7A
10-4-11
CONCRETE RING
14 GAUGE STRANDED
BLUE COATED COPPER
TRACER WIRE
2" WATER MAIN
GROUND LEVEL
� TERMINATE 7' BELOW
GROUND LEVEL
1 VALVE BOX Z COUPLING
6" PVC PIPE RESTING ON BRICK
\_2' GALVANIZED PIPE
3' LONG 2" - 900 BEND
2" GATE VALVE -
MECHANICAL JOINT
---VALVE BOX
2" GALVANIZED
PIPE 2' LONG
• r.
CONCRETE BLOCKING
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE:
UNION COUNTY, N.C. 2'' BLOW -OFF DATE:2
10-4-11
COPPER
SERVICE TUBING
14 GAUGE STRANDED BLUE
COATED COPPER TRACER WIRE
CONNECTOR
CORPORATION
SADDLE
APPROVED SERVICE HARDWARE
MUELLER
FORD
2"PVC
H-13420
S70
SADDLE
UP TO 8"
SEE NOTE
FC 101
BALL CORPORATION
B-25008
F81000G
YOKE
H-5020
Y 502
ANGLE BALL VALVE
B-24273
BA94-323WG
CHECK VALVE
H-14247-A
HHS91-323
CONNECTORS COPPER
STYLE 110
GRIP JOINT
EXPANSION CONNECTION
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
SERVICE CONNECTION SCALE:
UNION COUNTY, N.C. N.T.S.
DATE:
10-4-11
UNDISTURBED EARTH
12" L
CONCRETE i
DITCH BANKS
PLAN 450 BENDS
ALSO 900. 22 1/20. 111120
DITCH L
BANKS
MAX 45° CONCRETE
UNDISTURBED
EARTH
DITCH
BANKS
*2N
CONTRACTOR SHALL USE TIE RODS TO SHIM AS NECESSARY
E SECURE VERTICAL BENDS -
ITCH BOTTOMDITCHBOTTOM
ISTURBED \
EARTH
MIN. 1 1/2 CU. YD
UNDISTURBED EARTH OF CONCRETE
ELEVATION AT FITTINGS
VERTICAL BEND
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE:
UNION COUNTY, N.C. THRUST BLOCK DATE:
11-17-06
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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048769
REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-D1
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE N / A
DATE 12.21.2020
SHEET
WATER DETAILS
I
- NOT RELEASED FOR CONSTRUCTION

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.I.)
13"
1'0"
23„
1101,
2'6"
1'6„
2'9"
V6„
TO
1'6"
200
6
V6„
1'3"
23„
V6"
3'0"
V6„
4'0"
V6„
3'0"
V6"
300
V6„
1'6"
2,6„
1191,
3'0"
TO
3'9"
TO
2,6„
2'0"
200
8„
TO
T6"
3'0"
2'0"
3'9"
23„
4'6"
TV
3,6„
23"
300
2'6"
V9"
4'0"
2'3"
4'3"
TO"
5'0"
3'3"
4'0"
3'0"
200
12"
3'6"
TO
53"
2'6"
6'0"
3'3"
TO"
3'6"
510"
3'6"
300
TO"
1'0"
4'0"
TO"
4'6"
T9"
6'0"
3'9"
4'6"
T6"
200
14"
4'0"
2'6"
5'3"
3'6"
6'0"
43"
6'6"
5'0"
5'0"
5'0"
300
16"
TO"
2'9"
4'6"
3'6"
5'0"
4'6"
TO"
4'3"
5'0"
4'0"
200
4'0"
TO
63"
3'9"
6'5"
1 53"
8'0"
1 53"
T6"
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 1/2•.
JOINTS SHALL REMAIN FREE OF CONCRETE FOR INSPECTION, REPAIR OR
REPLACEMENT OF JOINTS.
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE: 1
UNION COUNTY, N.C. THRUST BLOCK SPECIFICATIONS DATE: I
11-17-06
NOTES: TAPPING VALVE
1) INSTALLATION, MATERIALS AND DEVICES SHALL
CONFORM TO UNION COUNTY PUBLIC WORKS TAP BY EXISTING WATER MAIN
DEVELOPER
SPECIFICATIONS AND REQUIREMENTS.
2) ALL PIPE TO BE RESTRAINT JOINT DIP FROM TAP
TO BACKFLOW AND/OR FIRE VAULT.THE 1-1/2 & 2 I I
INCH PIPE SHALL BE BRASS TO THE BACKFLOW. EDGE OF PAVEMENT
ALTERNATE (3 INCH VALVE AND RESTRAINT I I
JOINT DIP IN LIEU OF BRASS) ENCASEMENT
3) FEES MUST BE PAID PRIOR TO INSTALLATION.
II
4) NO PVC PIPE SHALL BE USED WITHIN 5 FEET I I
EACH END OF BACKFLOW PREVENTER. GATE VALVE PER MAIN
SIZE BY DEVELOPER
5) 3 INCH & LARGER: CONTRACTOR INSTALLS
APPROPIATE DIP LINE THROUGH VAULT AND 1-1/2" OR 2" WATER METER
SUPPLIES VAULT. UNION COUNTY WILL INSTALL AND VAULT PER UNION COUNTY
METER AND BYPASS AT PREVAILING COSTS. STD BY UNION COUNTY AT
CONTRACTOR TO INSTALL APPROPRIATE SIZE RPZ. PREVAILING COST
6) FIRE DEPARTMENT CONNECTION (FDC) MUST BE WITHIN 1-1/2" OR 2" BACKFLOW
100 FT MAX OF PUBLIC HYDRANT PER FIRE CODE. PREVENTER REDUCED
PRESSURE SYSTEM BY
DEVELOPER ABOVE GROUND
BEHIND SET BACK (UNION
COUNTY STD.) LTTJ
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
v� w
J
C�l W
o �
N u-
STANDARD DETAIL
WATER CONNECTION
EDGE OF PAVEMENT
-TEE PER MAIN SIZE
BY DEVELOPER
PUBLIC FIRE HYDRANT
HAND WHEEL VALVE TO BE
INSTALLED AT TIME OF TAP
R/W
2'-0" MIN. TO FACE OF VALVE
FIRE VAULT AND BACKFLOW
PREVENTER:REDUCED PRESSURE
SYSTEM BY DEVELOPER (SEE DETAIL)
SET BACK LINE
22
EXISTING
WATER MAIN
THRUST BLOCKING DIP
TAPPING SLEEVE
& VALVE
ENCASEMENT
CD a
0 0
OPTION "A"
TIE IN - DUCTILE IRON DETAIL
NOTE:
OPTION "A" OR "B" WILL BE REQUIRED, DEPENDING ON
THE AMOUNT OF SPACE AVAILABLE, TO BE FIELD VERIFIED
EXISTING
WATER MAIN
THRUST BLO
KING
RESTRAINT JOINT
PIPE FROM VALVE
TO 54' PAST CASING
TAPPING SLEEVE
�—
& VALVE
DIP
ow
Iz
ow
DIP WATER MAIN
ENCASEMENT
OPTION "B"
TIE IN - DI, RESTRAINT JOINT DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
TAPP G SLEEVE SCALE
UNION COUNTY, N.C. N.T.S.
DATE:
11-17-06
17y4" FOR 2" SER.
13Y4" FOR 1Y2" SER.
FLANGED BALL ANGLE
FLANGED BALL ANGLE
METER VALVE
METER VALVE
METER
ALL VALVE
15' CAP
C,_LOCOCK
LEVATION "--12" OF #57 WASHED
STONE BASE
HS-20 TRAFFIC RATED STEEL 2'X3',FRAME & COVER
NOTES:
1) PIPING TO BE BRASS AND COPPER TUBING,
METER INLET AND OUTLET TO BE EQUIPPED WITH FLANGED
BALL ANGLE METER.
2) CUSTOM SETTERS SHALL BE EQUIPPED WITH STANDARD LOW
BYPASS WITH BALL VALVE AND PADLOCK WINGS
3) CUSTOM SETTERS SHALL BE AS MANFACTURED BY MUELLER, 33"
FORD, ANY MCD❑NALD, OR APPROVED EQUAL,
4) CUSTOM SETTER SHALL BE INSTALLED SUCH THAT METER
REGISTER IS LOCATED 5 TO 8 INCHES BELOW METER BOX COVER,
5) METER BY COUNTY @ PREVAILING RATE
42"
3 36" 3
0,1 24"
0
�
I II I
L J
HINGE
HANDLE LATCH ERT BRACKET
METER VAULT
44"
27"
38"
CONCRETE
WITH OPEN
BOTTOM TO
ALLOW
DRAINAGE
THROUGH
STONE
TOP VIEW
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
STANDARD 12 " & 2" METER INSTALLATION & VAULT DATE:
UNION COUNTY, N.C.
6-13-14
2
EXISTING GRADE
CONCRETE PAD -
-I
I I I C
VALVE BOX
2" THREADED VALVE
2" THREADED
BRASS NIPPLE
SADDLE (SIZE
TO BE DETERMINED
IN
IN FIELD)
CONCRETE
THRUST
BLOCKING %
WATERMAIN (SIZE)
TO BE DETERMINED
IN FIELD) BRICK SUPPORT _/
UNDER VALVE
METER BOX BACKFLOW PREVENTION
BY DEVELOPER BY DEVELOPER
T_ F_ —1 F_ —1
L-21 _
III=1 I = _ _ 12 = _
II III -III III=III III � III=11
METER SETTER H-1429
zzl
OR EQUAL BY DEVELOPER METER BY COUNTY AT
IPREVAILING RATE
6" PVC PIPE 2'OF 2" THREADED
BRASS NIPPLE
14 GAUGE STRANDED BLUE
COATED COPPER TRACER WIRE
BRICK SUPPORTS EVERY
4' ON CENTER MINIMUM
2" ELBOW (BRASS)
2" THREADED BRASS -LENGTH
DETERMINED BY WHERE BOX IS
TO BE SET
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUNTY, N.C. 2" SHORTSIDE SERVICE FOR 1 112" OR 2" METERS DATE: 19
5-22-13
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME
TRU19030-D1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
N / A
DATE
12.21.2020
SHEET
WATER DETAILS
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C so8

STORMWATER CONTROL MEASURE CONSTRUCTION SPECIFICATIONS
GENERAL NOTES CONSTRUCTION SEQUENCE
1. PRIOR TO CONSTRUCTION, ANY DISCREPANCIES IN THE PLANS AND NOTES SHALL BE BROUGHT TO THE DESIGN ENGINEER'S ATTENTION
1.
PRIOR TO CONSTRUCTION, THE OWNER SHALL OBTAIN A LAND DISTURBING (GRADING) PERMIT AND AN "APPROVAL TO CONSTRUCT" FROM THE
IMMEDIATELY.
TOWN OF WINGATE AND ALL OTHER NECESSARY PERMITS FROM APPLICABLE AGENCIES (E.G. 404 / 401 PERMITS)
2. THE FINAL CERTIFICATION FOR THIS FACILITY WILL INCLUDE A CERTIFICATION BY THE ON -SITE GEOTECHNICAL ENGINEER THAT THE PROJECT WAS
2.
PRIOR TO STARTING ANY WORK ON THIS FACILITY, THE CONTRACTOR SHALL CALL THE WATER QUALITY INSPECTOR TO SET UP APRE-CONSTRUCTION
CONSTRUCTED PER THE APPROVED PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE ON -SITE GEOTECHNICAL
MEETING. THIS MEETING SHOULD TAKE PLACE AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION ON THE STORMWATER CONTROL MEASURE
ENGINEER FOR OBSERVATION AND TESTING SUCH THAT THE ON -SITE GEOTECHNICAL ENGINEER CAN CERTIFY THE CONSTRUCTION.
AND SHALL INCLUDE THE DESIGN ENGINEER TO ENSURE ENGINEER INSPECTIONS ARE PERFORMED AT KEY INSTALLATION PHASES.
3. ALL CONSTRUCTION ACTIVITY RELATED TO THE PROPOSED STORMWATER CONTROL MEASURE SHALL BE PER THE DETAILS AND SPECIFICATIONS
3.
THE DESIGN ENGINEER MUST VERIFY AND CERTIFY THE DRAINAGE AREA IS PROPERLY STABILIZED AND MEASURES ARE IN PLACE TO PREVENT
SHOWN IN THESE DRAWINGS. SOILS, COMPACTION, AND OTHER MISCELLANEOUS DETAILS AND SPECIFICATIONS MAY BE MODIFIED PER THE
SEDIMENTATION INTO THE STORMWATER CONTROL MEASURE. ENGINEER SHALL CONFIRM STORM DRAINS, INLETS AND PAVEMENT HAVE BEEN
RECOMMENDATIONS OF THE ON -SITE GEOTECHNICAL ENGINEER. HOWEVER, PRIOR TO IMPLEMENTATION, THE DESIGN ENGINEER SHALL BE
PROPERLY CLEANED PRIOR TO COMMENCEMENT OF CONSTRUCTION.
NOTIFIED OF ANY DEVIATION FROM THESE DESIGN DRAWINGS, INCLUDING SHOP DRAWINGS FOR ANY PROPOSED MODIFICATION.
4.
INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES PER THE APPROVED SEDIMENT AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL
4. IF THERE ARE EXISTING JURISDICTIONAL WETLANDS ON -SITE. PRIOR TO CONSTRUCTION THESE AREAS SHALL BE STAKED AND PROTECTED WITH SILT
MAINTAIN ALL APPROVED SEDIMENT AND EROSION CONTROL MEASURES THROUGHOUT THE ENTIRE PROJECT, AS REQUIRED. THE CONTRACTOR
FENCE. UNDER NO CIRCUMSTANCES SHALL THERE BE ANY DISTURBANCE BEYOND THE APPROVED LIMITS OF DISTURBANCE DURING
SHALL RECEIVE APPROVAL FROM THE EROSION CONTROL INSPECTOR, AS REQUIRED BY GOVERNING AGENCIES, PRIOR TO ANY CLEARING.
CONSTRUCTION. THE CONTRACTOR SHALL MONITOR THE WETLAND AREAS TO ENSURE SEDIMENT LADEN RUNOFF FROM DISTURBED AREAS
ON -SITE DOES NOT DISCHARGE INTO THESE AREAS.
5.
CLEAR AND GRUB AREA WITHIN THE LIMITS OF THE PROPOSED DAM CONSTRUCTION. ALL TREES AND THEIR ENTIRE ROOT SYSTEMS MUST BE
REMOVED FROM THE DAM FOOTPRINT AREA AND BACKFILLED WITH SUITABLE SOIL MATERIAL. THE BACKFILLED AREAS SHALL BE COMPACTED TO
5. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN FOR PERMANENT PLANTING PLAN/SCHEDULE. PLEASE NOTE NO TREES/SHRUBS OF ANY
THE SAME STANDARDS AS THE DAM EMBANKMENT. THE REMAINING AREA OF THE EMBANKMENT SHALL BE STRIPPED TO A SUITABLE DEPTH AS
TYPE MAY BE PLANTED ON THE PROPOSED DAM EMBANKMENT (FILL AREAS).
DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER. ANY RESIDUAL SOILS TO BE LEFT IN PLACE MUST BE WELL SCARIFIED TO PROMOTE BONDING
OF THE NEW EMBANKMENT FILL.
6. STORMWATER CONTROL MEASURE THAT ARE CONSTRUCTED ON PRIVATELY OWNED LAND AND THAT ARE NOT WITHIN A PUBLIC EASEMENT SHALL
BE MAINTAINED BY A PROPERTY OWNERS ASSOCIATION OR THE OWNER OF THE SUBJECT PROPERTY.
6.
PRIOR TO INSTALLATION, SUBGRADE CONDITIONS ALONG THE SPILLWAY PIPES SHOULD BE EVALUATED BY THE ON -SITE GEOTECHNICAL ENGINEER
TO ASSESS WHETHER SUITABLE BEARING CONDITIONS EXIST AT THE SUBGRADE LEVEL. SHOULD SOFT OR OTHERWISE UNSUITABLE CONDITIONS BE
7. DURING THE INITIAL STAGES OF CONSTRUCTION, THE STORMWATER CONTROL MEASURE MAY BE USED AS A SEDIMENT BASIN FOR EROSION
ENCOUNTERED ALONG THE PIPE ALIGNMENTS, THESE MATERIALS SHOULD BE UNDERCUT AS DIRECTED BY THE GEOTECHNICAL ENGINEER. THE
CONTROL PURPOSES. IF SO, THE CONTRACTOR SHALL FOLLOW THE GENERAL CONSTRUCTION SEQUENCE BELOW:
UNDERCUT MATERIALS SHALL BE REPLACED WITH ADEQUATELY COMPACTED STRUCTURAL FILL, LEAN CONCRETE OR FLOWABLE FILL AS DIRECTED BY
THE ON -SITE GEOTECHNICAL ENGINEER.
7.1. THE CONTRACTOR SHALL CONSTRUCT THE ENTIRE FACILITY (PERMANENT OUTLET STRUCTURE, DAM, ETC.) WITH THE EXCEPTION OF THE
INTERIOR FINE GRADING FOR THE FACILITY. THE INTERIOR FINE GRADING WILL BE CONSTRUCTED ONCE THE EROSION CONTROL PHASE IS
7.
IN ORDER TO HELP PROTECT THE SOIL SUBGRADE FROM DETERIORATION (DUE TO EXPOSURE, RAINFALL, SEEPAGE, AND RUNOFF) BEFORE THE
COMPLETE.
CRADLE CAN BE POURED, IT IS STRONGLY RECOMMENDED THAT A 3" TO 4" THICK CONCRETE MUD MAT BE POURED OVER THE SUBGRADE ONCE IT IS
7.2. THE TEMPORARY DRAW DOWN RISER OR SKIMMER SHALL BE CONNECTED TO THE PERMANENT 8" DIP DRAIN PIPE.
�
APPROVED BY THE ON SITE GEOTECHNICAL ENGINEER. THE MUD MAT WILL ALSO PROVIDE BEARING FOR THE BLOCKS THAT TEMPORARILY SUPPORT
7.3. ONCE THE UPSTREAM DRAINAGE AREA IS STABILIZED AND THE EROSION CONTROL INSPECTOR APPROVES THE REMOVAL OF THE SEDIMENT
THE SPILLWAY PIPE UNTIL THE CRADLE CAN BE POURED. THE METHOD OF BLOCK SUPPORT FOR THE PIPE PROPOSED BY THE CONTRACTOR SHOULD
BASIN, THE CONTRACTOR SHALL REMOVE THE TEMPORARY DRAW DOWN RISER (OR SKIMMER) AND CLEAN -OUT THE BASIN. ALL SEDIMENT,
BE SUBMITTED TO THE JOHN R. McADAMS COMPANY FOR REVIEW.
TRASH, ETC. SHALL BE DISPOSED OF PROPERLY (I.E. - PLACED IN A LANDFILL) AND NOT STOCKPILED IN AN AREA WHERE WATER QUALITY
COULD BE ADVERSELY AFFECTED.
8.
BEGIN CONSTRUCTION OF THE DAM EMBANKMENT. FILL MATERIALS SHALL BE PLACED IN MAXIMUM 8" THICK LIFTS PRIOR TO COMPACTION, UNLESS
7.4. ONCE THE BASIN IS CLEANED OUT, AND ALL EROSION CONTROL DEVICES REMOVED, THE CONTRACTOR SHALL CONSTRUCT THE INTERIOR
DIRECTED OTHERWISE BY THE ON -SITE GEOTECHNICAL ENGINEER. FILL LIFTS SHALL BE CONTINUOUS OVER THE ENTIRE LENGTH OF FILL. IF IT IS
GRADING SHOWN ON THIS SHEET.
NECESSARY, THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT BACK TO FINAL GRADE IN ORDER TO ACHIEVE
7.5. ONCE THE GRADING IS COMPLETE, THE CONTRACTOR SHALL REQUEST AN ON -SITE INSPECTION AND AN AS -BUILT SURVEY PRIOR TO
PROPER COMPACTION.
INSTALLATION OF THE WETLAND PLANTS. IF THE CONTRACTOR PLANTS THE PROPOSED VEGETATION PRIOR TO AN AS -BUILT SURVEY (AND
SUBSEQUENT APPROVAL), ANY CHANGES TO THE GRADING / RE -PLANTING OF PLANTS WILL BE AT THE CONTRACTOR'S EXPENSE.
9.
INSTALL RISER / BARREL ASSEMBLY, ALONG WITH THE EMERGENCY DRAIN SYSTEM. THE DRAIN VALVE LOCATED WITHIN THE RISER BOX SHALL BE
7.6. ONCE THE ENGINEER HAS APPROVED THE AS -BUILT GRADING, THE CONTRACTOR SHALL PLANT THE PROPOSED WETLAND PLANTS SHOWN ON
KEPT OPEN UNTIL AN AS -BUILT CERTIFICATION HAS BEEN COMPLETED BY THE ENGINEER AND AN APPROVAL TO IMPOUND HAS BEEN ISSUED BY ALL
THE LANDSCAPE PLAN FOR THE FACILITY. AFTER COMPLETION OF THE PLANTING, THE LANDSCAPE CONTRACTOR SHALL PROVIDE A LETTER TO
APPLICABLE AGENCIES.
THE ENGINEER CERTIFYING THATTHE PLANTS HAVE BEEN INSTALLED PER THE APPROVED WETLAND PLANTING PLAN.
10.
INSTALL 24" RCP OUTLET BARREL SPILLWAY FILTER FROM THE DETAILS SHOWN ON SHEET SHEET C9.03.
8. ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) ON THE DAM EMBANKMENT ONCE FINAL GRADES (AS SHOWN ON
THE GRADING PLAN) HAVE BEEN ESTABLISHED WITH COMPACTED FILL. PRIOR TO TOPSOIL INSTALLATION, THE CONTRACTOR SHALL SCARIFY THE
11.
CONSTRUCT EMBANKMENT PER SPECIFICATIONS LISTED IN THE SECTION TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS" AND
THE TOP 2"-3" OF THE BERM SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH THE COMPACTED FILL. THE TOPSOIL DEPTH SHALL RANGE
REQUIREMENTS OF THE ON -SITE GEOTECHNICAL ENGINEER. ALL CHARACTERISTICS OF THE EMBANKMENT FILL MATERIAL SHALL MEET THE
FROM 3"-4" ON THE DAM EMBANKMENT. PLEASE NOTE THE STOCKPILED TOPSOIL SHALL BE AMENDED, AS DIRECTED BY A LANDSCAPE
STANDARDS SET FORTH IN "BERM AND SOIL COMPACTION SPECIFICATIONS", INCLUDING COMPACTION AND MOISTURE REQUIREMENTS. IF
PROFESSIONAL, PRIOR TO INSTALLATION ON THE EMBANKMENT.
NECESSARY TO ACHIEVE PROPER COMPACTION, THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT BACK TO
PROPER FINAL GRADE. ANY HAND COMPACTION ACTIVITIES AROUND SPILLWAY OR DRAIN STRUCTURES SHALL BE CONDUCTED IN 4-INCH LOOSE
9. IT IS ANTICIPATED THAT DEWATERING WILL BE NECESSARY IN THE EXCAVATION AREAS (E.G. - EMBANKMENT SUB GRADE, INTERIOR PORTIONS OF
LIFTS AND BE TO THE SAME COMPACTION AND MOISTURE REQUIREMENTS AS THE ENTIRE EMBANKMENT. ALL COMPACTION AND MOISTURE
THE STORMWATER FACILITY, KEY TRENCH, ETC.). THEREFORE, THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ANY PUMPING
TESTING SHALL BE CARRIED OUT AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER AND AS LISTED IN THE SECTION TITLED "BERM AND SOIL
EQUIPMENT, ETC.. NEEDED FOR REMOVAL OF WATER FROM VARIOUS PARTS OF THE STORMWATER FACILITY SITE. DURING PLACEMENT OF FILL
COMPACTION SPECIFICATIONS".
WITHIN THESE AREAS, THE CONTRACTOR SHALL KEEP THE WATER LEVEL BELOW THE BOTTOM OF THE EXCAVATION / CONSTRUCTION AREAS. THE
MANNER IN WHICH THE WATER IS REMOVED SHALL BE SUCH THAT THE EXCAVATION BOTTOM AND SIDE SLOPES ARE STABLE, WITH NO SEDIMENT
12.
UPON COMPLETION OF DAM EMBANKMENT, PROMPTLY STABILIZE AND SEED DAM EMBANKMENT PER SEEDING SCHEDULE.
DISCHARGED FROM THE SITE (I.E. PUMPED WATER MAY NEED TO BE DIRECTED TO AN APPROVED EROSION CONTROL DEVICE SUCH AS A DIRT BAG
(ACF ENVIRONMENTAL), OR ENGINEER APPROVED EQUIVALENT, PRIOR TO DISCHARGE).
13.
THE CONTRACTOR SHALL INSTALL THE INTERIOR BERMS AND RIPRAP FOREBAY WEIR AS SHOWN ON THIS PLAN.
DAM EMBANKMENT NOTES
14.
SCHEDULE A FINAL AS -BUILT INSPECTION AND AS -BUILT SURVEY WITH THE ENGINEER. AN AS -BUILT INSPECTION SHOULD BE SCHEDULED A MINIMUM
OF 60 DAYS AHEAD OF WHEN THE AS -BUILT CERTIFICATION IS REQUIRED. ANY COMMENTS OR DEFICIENCIES IN THE FACILITY CONSTRUCTION MUST
BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AND OWNER BEFORE CERTIFICATION SHALL BE GRANTED. UPON APPROVAL BY THE TOWN
THE FOLLOWING PARAMETERS APPLY TO MATERIALS USED TO CONSTRUCT EMBANKMENTS:
OF STALLINGS AND DESIGN ENGINEER, CLOSE THE 8" 0 BOTTOM DRAIN VALVE IN THE RISER BOX AND BEGIN IMPOUNDING WATER. NO WATER
BORROW MATERIAL SHALL BE CLASSIFIED AS ML, MH, SC, SM, CL OR CH SOILS ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM
SHALL BE IMPOUNDED BEFORE AN APPROVALTO IMPOUND IS ISSUED FROM THE TOWN OF STALLINGS.
D2487) OR ANY MIXTURE OF THESE SOILS. BORROW MATERIALS SHALL HAVE A LIQUID LIMIT (ILL) BETWEEN 40 AND 60 AND A PLASTICITY INDEX
(PI) BETWEEN 15 AND 30 (ASTM D4318). MATERIALS SHALL BE FREE OF TOPSOIL, ORGANIC MATERIAL, ROOTS, STUMPS, BRUSH, ROCKS LARGER
OUTLET STRUCTURE MATERIAL SPECIFICATIONS
THAN 3 INCHES, SUBSOIL, DEBRIS, VEGETATION, AND OTHER FOREIGN MATTER. ALL MATERIAL CLODS WILL BE BROKEN DOWN WITH TILLERS
AND/OR DISCS TO PROVIDE A HOMOGENEOUS SOIL THAT IS FREE OF CLAY CLODS GREATER THAN 3 INCHES IN DIAMETER. THE FOLLOWING STEPS
1.
THE 24" 0 RCP OUTLET BARREL SHALL BE CLASS III RCP, MODIFIED BELL AND SPIGOT, MEETING THE REQUIREMENTS OF ASTM C76-LATEST. THE PIPES
APPLY TO CONSTRUCTION OF AN EMBANKMENT:
SHALL HAVE CONFINED 0-RING RUBBER GASKET JOINTS MEETING ASTM C-443-LATEST. THE PIPE JOINTS SHALL BE TYPE R-4.
STEP 1: SUBGRADE PREPARATION:
2.
THE STRUCTURAL DESIGN FOR THE 4' X 4' (INTERNAL DIMENSIONS) RISER BOX WITH EXTENDED BASE SHALL BE BY OTHERS. PRIOR TO ORDERING THE
• COMPACT SUBGRADE TO DENSITY REQUIREMENTS FOR SUBSEQUENT FILL MATERIALS.
STRUCTURES, THE CONTRACTOR SHALL PROVIDE, TO THE DESIGN ENGINEER FOR REVIEW, SHOP DRAWINGS AND SUPPORTING STRUCTURAL
• CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF COMPACTION IN PLACE.
CALCULATIONS SEALED BY A P.E. REGISTERED IN NORTH CAROLINA DEMONSTRATING THE PERTINENT VERTICAL LOADS ARE SUPPORTED BY THE
• SCARIFY SUBGRADE SURFACE TO DEPTH OF 6 INCHES.
CONCRETE RISER STRUCTURE.
• PROOF ROLL SUBGRADE TO IDENTIFY SOFT SPOTS; FILL AND COMPACT TO DENSITY EQUAL TO OR GREATER THAN REQUIREMENTS FOR
SUBSEQUENT FILL MATERIAL.
3.
THE RISER BOX OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS 16" ON CENTER. STEPS SHALL BE PROVIDED ON THE INNER WALL OF THE RISER
BOX. STEPS SHALL BE IN ACCORDANCE WITH NCDOT STD. 840.66. PLEASE REFER TO SHEET C9.02 FOR LOCATION OF THE RISER STEPS.
STEP 2: SEEPAGE KEY PLACEMENT:
4.
THE CONCRETE ANTI -FLOTATION BLOCKS SHALL BE PRECAST AS THE EXTENDED BASE OF THE RISER BOX DURING FABRICATION. THE PRECAST BASE
• SEEPAGE KEY TRENCH WILL BE LOCATED BETWEEN EMBANKMENT ABUTMENTS.
SHALL BE INCLUDED AS PART OF THE SHOP DRAWINGS THAT WILL BE SUBMITTED TO THE ENGINEER FOR REVIEW (SEE ITEM 2 ABOVE). IN LIEU OF A
• SEEPAGE KEY SHALL EXTEND TO A MINIMUM DEPTH OF 4 FEET OR AS REQUIRED THROUGH GEOTECHNICAL SEEPAGE ANALYSIS. A MINIMUM
PRE -CAST BASE, THE CONTRACTOR MAY OPT TO CAST -IN -PLACE THE ANTI -FLOTATION BLOCK IN THE FIELD. HOWEVER, PRIOR TO CONSTRUCTING THE
BOTTOM TRENCH WIDTH SHALL BE 10 FEET AND THE TRENCH SIDEWALLS SHALL BE SLOPED OR BENCHED TO PROMOTE STABILITY AND
CAST -IN -PLACE BASE, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW DENOTING THE FOLLOWING:
BONDING BETWEEN THE SIDEWALL SOILS AND SEEPAGE KEY FILL.
A. STEEL REINFORCEMENT
STEP 3: EMBANKMENT FILL PLACEMENT:
B. THE CONNECTION MECHANISM TO JOIN THE ANTI -FLOTATION BLOCK WITH THE RISER SECTION
• EMBANKMENT FILL SHALL BE CONSTRUCTED AT 3(HORIZONTAL):1(VERTICAL) OR AS SHOWN ON THE DRAWINGS. DEMONSTRATION OF
5.
IF THE ANTI -FLOTATION BLOCK IS PRECAST AS PART OF THE RISER BASE SECTION, THE ENTIRE PRECAST RISER BOX STRUCTURE SHALL HAVE A
APPROPRIATE SAFETY FACTORS AGAINST FAILURE THROUGH GEOTECHNICAL ANALYSIS SHALL BE REQUIRED FOR SLOPES STEEPER THAN
SHIPPING WEIGHT OF xxx LBS. THE STRUCTURE WEIGHT SHALL BE THE SHIPPING WEIGHT AND SHALL BE DETERMINED BY SUBTRACTING THE WEIGHT
3 HORIZONTAL :1 VERTICAL .
( ) ( )
OF THE FACTORY BLOCK OUTS FROM THE GROSS STRUCTURE WEIGHT. THIS INFORMATION SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED
• FILL SOILS SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS AND BE COMPACTED TO A MINIMUM OF 95 PERCENT OF
TO THE ENGINEER FOR REVIEW. IF THE CONTRACTOR OPTS TO CAST -IN -PLACE THE ANTI -FLOTATION BLOCK, THE CONTRACTOR SHALL ENSURE THE
THE SOILS STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY, OR AS SPECIFIED ON THE DRAWINGS.
WEIGHT OF THE ENTIRE RISER STRUCTURE IS EQUALTO THE MINIMUM LISTED ABOVE.
• COMPACTED MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL
FILL PLACED, OR AS OTHERWISE APPROVED BY ENGINEER.
6.
THE RISER BOX JOINTS SHALL BE SEALED USING BUTYL RUBBER SEALANT CONFORMING TO ASTM-C990-LATEST. IF NECESSARY, THE CONTRACTOR
SHALL INCORPORATE A WATERSTOP INTO THE RISER BOX JOINT TO ENSURE A WATERTIGHT CONNECTION. THE CONTRACTOR SHALL PARGE JOINTS
• FILL SOILS SHOULD BE PLACED IN CONTINUOUS, HORIZONTAL LAYERS FROM ABUTMENT TO ABUTMENT. EXISTING SLOPES GREATER THAN
ON BOTH THE INSIDE AND OUTSIDE WITH NON SHRINK GROUT.
4(HORIZONTAL):1(VERTICAL) SHALL BE BENCHED TO PROMOTE BONDING OF NEWLY PLACED FILL WITH EXISTING SOILS. BENCHING SHALL BE
PERFORMED AT MAXIMUM OF 2 FEET VERTICAL INTERVALS AND SHALL EXTEND A MINIMUM OF 4 FEET HORIZONTALLY OR AS SPECIFIED ON
7.
PRIOR TO ORDERING, THE CONTRACTOR SHALL SUBMITTRASH RACK SHOP DRAWINGS TO THE ENGINEER FOR REVIEW. CONTRACTOR SHALL ENSURE
DRAWINGS.
THAT AN ACCESS HATCH IS PROVIDED WITHIN THE TRASH RACK (SEE DETAIL FOR LOCATION) THAT WILL ALLOW FOR FUTURE MAINTENANCE ACCESS.
• WITHIN THE UPPER 12 INCHES OF EMBANKMENT, FILL SOILS SHOULD BE COMPACTED TO 100% OF ITS STANDARD PROCTOR (ASTM D698)
CONTRACTOR SHALL ALSO PROVIDE A CHAIN AND LOCK FOR SECURING THE ACCESS HATCH. NOTE THE ACCESS HATCH SHALL LINE UP WITH THE
MAXIMUM DRY DENSITY.
ACCESS STEPS AFTER INSTALLATION.
• FILL AGAINST SUPPORTED STRUCTURES. DO NOT FILL AGAINST UNSUPPORTED STRUCTURES.
• PLACE FILL SIMULTANEOUSLY ON EACH SIDE OF UNSUPPORTED STRUCTURES UNTIL SUPPORTS ARE IN PLACE.
8.
ALL POURED CONCRETE SHALL MEET THE FOLLOWING SPECIFICATIONS UNLESS OTHERWISE NOTED:
-MINIMUM 3000 PSI (28 DAY)
• PLACE A MINIMUM OF SIX INCHES OF TOPSOIL ACROSS DAM EMBANKMENT TO PROMOTE VEGETATIVE GROWTH.
-SLUMP =3"-5'
-ENTRAINED AIR = 5%- 7%
STEP 4: OUTLET PIPE FILL PLACEMENT:
• FILL OF THE CULVERTS SHALL BE PLACED AND COMPACTED IN 6-INCH THICK LOOSE LIFTS AROUND THE DROP INLETS AND UP TO 2 FEET ABOVE
PLEASE NOTE NO CONCRETE SHALL BE POURED WHEN THE AMBIENT AIR TEMPERATURES ARE EXPECTED TO BE ABOVE 85°F OR BELOW 40°F.
THE CULVERTS.
CAST -IN -PLACE CONCRETE SHALL BE "WET CURED" AFTER FINISHING FOR A MINIMUM OF 48 HOURS.
• COMPACTION SHALL BE PERFORMED BY HAND TAMPERS OR SMALL HAND OPERATED COMPACTORS.
9.
GEOTEXTILE FABRIC FOR THE 24" 0 RCP OUTLET BARRELJOINTS SHALL BE MIRAFI 18ON OR ENGINEER APPROVED EQUAL (NON -WOVEN FABRIC)
• COMPACTION SHALL BE AT A MINIMUM 95 PERCENT OF THE STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY. COMPACTED
10.
STORMWATER CONTROL MEASURE EMERGENCY DRAW DOWN IS VIA AN 8"0 PLUG VALVE. THE VALVE SHALL BE A M&H STYLE 820 X-CENTRIC VALVE
MOISTURE CONTENT SHALL BE BETWEEN 3 PERCENT BELOW AND 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL FILL PLACED,
OR APPROVED EQUAL. THIS VALVE IS IN ACCORDANCE WITH AWWA C-504 SEC. 5.5, AND SHALL BE OPERABLE FROM TOP OF OUTLET STRUCTURE VIA
OR AS OTHERWISE APPROVED BY ENGINEER.
A HAND WHEEL (SEE DETAIL SHEET C9.03). THE CONTRACTOR SHALL PROVIDE A REMOVABLE VALVE WRENCH WITH A HAND WHEEL ON TOP FOR
• ADDITIONAL COMPACTION OF LIFTS 2 FEET OR GREATER ABOVE CULVERTS SHALL CONFORM TO THE
OPERATION OF THE 8"0 PLUG VALVE. A CHAIN AND LOCK SHALL ALSO BE PROVIDED FOR SECURING THE WRENCH TO THE TRASH RACK.
• EMBANKMENT FILL PLACEMENT SECTION OF THIS SPECIFICATION.
STEP 5: FIELD QUALITY CONTROL:
BERM AND SOIL COMPACTION SPECIFICATIONS
• LABORATORY TESTING
0 PERFORM LABORATORY MATERIAL TESTS IN ACCORDANCE WITH ASTM D422 ASTM D698 ASTM D2216 AND ASTM D4318.
0 TEST AT A FREQUENCY OF EVERY 500 CUBIC YARDS OF EMBANKMENT FILL MATERIAL PLACED, WHEN MATERIALS USING FOR
1.
PRIOR TO CONSTRUCTION, THE ON -SITE GEOTECHNICAL ENGINEER SHALL IDENTIFY BORROW / FILL AREAS AND VERIFY THEIR SUITABILITY FOR USE
EMBANKMENT FILL CHANGE, AND/OR AS DIRECTED BY THE ENGINEER.
WITHIN THE DAM EMBANKMENT. ALSO, THE ON -SITE GEOTECHNICAL ENGINEER SHALL PERFORM STANDARD PROCTORS ON THE PROPOSED
BORROW MATERIAL TO ENSURE THAT OPTIMUM MOISTURE CONTENT AND COMPACTION CAN BE ACHIEVED / CONTROLLED DURING
0 SAMPLE SIZE SHALL BE 50 LB.
CONSTRUCTION.
• IN PLACE COMPACTION AND NATURAL MOISTURE CONTENT TESTS
0 PERFORM IN PLACE COMPACTION TESTS IN ACCORDANCE WITH ASTM D1556, ASTM D2922, OR ASTM D2937 AND NATURAL MOISTURE
2.
ALL FILL MATERIALS TO BE USED FOR THE DAM EMBANKMENT SHALL BE TAKEN FROM BORROW AREAS APPROVED BY THE ON -SITE GEOTECHNICAL
CONTENT TEST IN ACCORDANCE WITH ASTM D2216.
ENGINEER. THE FILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, WOOD, STONES GREATER THAN 6", AND FROZEN OR OTHER OBJECTIONABLE
0 FREQUENCY OF COMPACTION/NATURAL MOISTURE CONTENT TESTS:
MATERIAL. THE FOLLOWING SOIL TYPES ARE SUITABLE FOR USE AS FILL WITHIN THE DAM EMBANKMENT AND KEY TRENCH: ML AND CL.
0 EMBANKMENT FILL: EACH LIFT AT A MINIMUM FREQUENCY OF 1 PER 2 500 S . FT.
Q Q
3.
FILL PLACEMENT FOR THE EMBANKMENT SHALL NOT EXCEED A MAXIMUM 8" LIFT (UNCOMPACTED). EACH LIFT SHALL BE CONTINUOUS FOR THE
0 PIPE INSTALLATION: EACH LIFT AT A MINIMUM FREQUENCY OF 1 PER 30 LF OF PIPE.
ENTIRE LENGTH OF EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE BERM SECTION, ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND THE
• WHEN TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS, REMOVE WORK, REPLACE AND RETEST.
SURFACE PROPERLY PREPARED FOR FILL PLACEMENT. FILL MATERIAL ADJACENT TO ALL SPILLWAY AND DRAINAGE STRUCTURES SHALL BE PLACED IN
4-INCH (UNCOMPACTED) LIFTS AND HAND -COMPACTED TO THE SAME COMPACTION AND MOISTURE REQUIREMENTS AS THE ENTIRE
EMBANKMENT SPECIFICATIONS MAY BE MODIFIED BASED ON SITE -SPECIFIC GEOTECHNICAL INVESTIGATION AND ENGINEERING DESIGN.
EMBANKMENT.
PERMANENT SEEDING SCHEDULE (DAM EMBANKMENT
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
AUG 25 - OCT (BEST) TALL FESCUE 200 LBS/AC
FEB - APR 15 (POSSIBLE)
SOILAMENDMENTS
APPLY LIME AND FERTILIZER PER ONE TIME APPLICATION ACCORDING TO SOIL TESTS, OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND
1000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4000 LB/AC STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES.
NURSE PLANTS
BETWEEN MAY 1 AND AUG 15, ADD 15 LB/ACRE SUDANGRASS OR 10 LB/ACRE GERMAN MILLET. BEFORE MAY 1, OR AFTER AUG 15, ADD 40 LB/ACRE RYE
(GRAIN).
NOTE: PERMANENT SEEDING SCHEDULE IS FOR EXTERIOR SLOPES OF THE DAM, AND INTERIOR SLOPES OF THE DAM (FILL EMBANKMENT) TO NORMAL POOL
ELEVATION.
STATEMENT OF RESPONSIBILITY
1. ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THE STORMWATER CONTROL MEASURE SHALL BE THE RESPONSIBILITY OF THE OWNER,
PER THE EXECUTED OPERATION AND MAINTENANCE AGREEMENT FOR THIS FACILITY.
4. ALL FILL SOILS USED IN THE EMBANKMENT CONSTRUCTION SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM-698). THE FILL SOILS SHALL BE COMPACTED AT A MOISTURE CONTENT WITHIN -1 TO +3 PERCENT OF ITS OPTIMUM MOISTURE
CONTENT. COMPACTION TESTS SHALL BE PERFORMED BY THE ON -SITE GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO VERIFY THAT THE
PROPER COMPACTION LEVEL HAS BEEN REACHED. THE FILL SHOULD BE COMPACTED USING A SHEEPSFOOT TYPE COMPACTOR. IN ORDER TO
PREVENT DAMAGE TO THE PIPE, NO COMPACTION EQUIPMENT SHALL CROSS ANY PIPE UNTIL MINIMUM COVER IS ESTABLISHED ALONG THE PIPE.
5. THE DESIGN ENGINEER SHALL BE PROVIDED WITH REPORTS AND CERTIFICATION, BY THE ON -SITE GEOTECHNICAL ENGINEER, THAT THE
GEOTECHNICAL ASPECTS OF THE FACILITY HAVE BEEN CONSTRUCTED PER PLAN. THESE REPORTS AND CERTIFICATION WILL BE NEEDED DURING THE
AS -BUILT CERTIFICATION PROCESS FOR THIS STORMWATER FACILITY. THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
COORDINATE TESTING AND OBSERVATION WITH THE ON -SITE GEOTECHNICAL ENGINEER.
6. TESTING OF THE NEW FILL MATERIALS SHALL BE PERFORMED TO VERIFY THAT THE RECOMMENDED LEVEL OF COMPACTION IS ACHIEVED DURING
CONSTRUCTION. THEREFORE, ONE DENSITY TEST SHALL BE PERFORMED FOR EVERY 2,500 SQUARE FEET OF AREA FOR EVERY LIFT OF FILL OR AS
RECOMMENDED BY THE ON -SITE GEOTECHNICAL ENGINEER.
7. TESTING WILL BE REQUIRED ALONG THE 24" 0 RCP OUTLET BARREL AT A FREQUENCY OF ONE TEST PER 25 LF OF PIPE PER VERTICAL FOOT OF FILL
OR AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER.
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6-FT AQUATIC SHELF FROM EL.
573.5 TO EL. 572.5 @ 6:1 SLOPE
(TO BE INSTALLED AROUND
i
LIMITS OF
DISTURBANCE �I
40
)nHrr = a�uHrcr -
\ INTERNAL DIMENSIONS = 4 FT. x 4 FT.
- TOP OF RISER = 574.85 /
_ 3.0" ORIFICE = 572.50
" 8" 0 UNDERDRAIN PIPE = 572.50 _
INVERT OUT (24" 0 0-RING RCP) = 572.50
/ (SEE DETAIL ON SHEET C9.02)
/
Know what's below.
Call before you dig.
20 LF 24" 0 CLASS III
0-RING RCP @ 0.50%
JOINTS WRAPPED IN =
GEOTEXTILE FABRIC)
SF
- - ° SF
_Sfi z
JUNCTION BOX
RIM = 578.00 - / \ Sr
INV. IN = 572.40
110 LF 24" 0 CLASS III \
NV. OUT = 572.40
0-RING RCP @ 0.50%
(JOINTS WRAPPED IN
GEOTEXTILE FABRIC)
ENDWALL PER NCDOT STD.
- - - - - - - 838.80 INV. OUT = 571.85
STORM CONTROL MEASURE "A" PLAN VIEW
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
ADDITIONAL INFORMATION
/
FOREBAY WEIR SPILLWAY
TOP OF RIP RAP (CREST)= 572.50
CREST LENGTH = 25 FT
LINER = NCDOT CLASS "B" RIPRAP
NOTE: A FILTER BLANKET IS TO BE
/
- INSTALLED BETWEEN THE RIP RAP AND
SOIL FOUNDATION. THE FILTER BLANKET
WILL CONSIST OF A MIN. 4" THICK LAYER
/ OF STONE (#57) UNDERLAIN WITH
MIRAFI FILTER WEAVE 700 OR
APPROVED EQUIVALENT.
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� SL
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/
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FES-100 --
INV = 568.00
1 �
VELOCITY DISSIPATOR
NCDOT CLASS W RIPRAP
121 X 7'W X 18" THICK
D50 = 6" /
rN
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Torin don Way
Y
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-SW1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
1"=30'
DATE
12.21.2020
SHEET
STORMWATER CONTROL
MEASURE "A" PLAN VIEW
C9600
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

TOP OF DAM EL. = 578.00
100-YEAR STORM EL. = 577.10
50-YEAR STORM EL. = 576.70
25-YEAR STORM EL. = 576.24
10-YEAR STORM EL. = 575.70
1-YEAR STORM EL. = 574.92
RISER CREST EL. = 574.85
WATER QUALITY & CHANNEL PROTECTION STORM EL. = 573.73
24"0 RCP INV. OUT EL. = 572.50
3"
CLEARANCE
TO OUTSIDE
OF #4
REBAR)
3.0'
1.0'
ANCHOR
DEPTH
PCOMPACTED BERM SECTION
PRIMARY AND EMERGENCY
SPILLWAY (SEE BERM AND SOIL COMPACTION
TOP OF HANDWHEEL TO EXTEND
SPECIFICATIONS ON SHEET C9.00)
1 -FOOT ABOVE TRASH RACK APPROXIMATE LOCATION OF
EXISTING GROUND
TRASH RACK
(SEE DETAIL SHEET C9.01) '
CONCRETE COLLAR
0000 (TO B E CO NSTR U CTE D N 3
00
THE FIELD BY THE CONTRACTOR, 1 /
00,00000
SEE DETAIL SHEET C9.01
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♦ go PROPOSED GRADE
/�\/�\/�\/�\/�\
3.0" ORIFICE °
INV. = 572.50
D
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D
20 LF CLASS III 24"0 O-RING RCP (ASTM C76-LATEST) @ 0.50%
FLOW
\� v
5' MIN.
PROPOSED JUNCTION BOX
NOTES
1. REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) THE DAM EMBANKMENT ONCE FINAL GRADES
(AS SHOWN ON THE GRADING PLAN) HAVE BEEN ESTABLISHED WITH COMPACTED FILL. PRIOR TO TOPSOIL INSTALLATION, THE
CONTRACTOR SHALL SCARIFY THE TOP 2- TO 3-INCHES OF THE BERMN SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH
THE COMPACTED FILL. THE TOPSOIL DEPTH SHALL RANGE FROM 3- TO 4-INCHES ON THE DAM EMBANKMENT.
�� �\\ \\/\\/\\/
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\/\/\/\/ 1' M I N. O O O
------------------♦ o���^���
110 LF CLASS III 24" 0 O-RING
RCP (ASTM C76-LATEST) @ 0.50%
FLOW
O o • wo
VELOCITY DISSIPATOR
SCDOTCLASS'B' RIPRAP
MINIMUM DIMENSIONS
121 X 7'W X 18" THICK
D50 = 6"
TO BE LINED WITH GEOTEXTILE
FABRIC OR EQUIVALENT
(SEE DETAIL ON SHEET C9.03)
8"0 EMERGENCY DIP DRAIN -- - - - - - - - - - - - - - - - - - - - - - - - - - ________---
___ _
WITH TRASH RACK °
(SEE DETAIL SHEET C9.02)\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \/\ \\ \\\\\\\\v/k///
/ /\\\\\\\\\\\\\\\\\\\\\\\\\\\ //�� M I N///\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\ \\\
\/\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\ \\ \\\\\\\/ \\\\\\\\\\ \\\\\\\\\\\\\ \\\ \\\ \\\/\\
/\//\/ CONCRETE /\\/\\/\\/\\/\\/\\/\\\//\\// /\//\//\//\ //\/
\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ANTI -FLOTATION BLOCK \\ \\ \\ \\ \\ \\ \\ KEY TRENCH (SEE BERM AlD SOIL \ \\ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \\ \\ \\ \\ \\ \\ \\ �\
\\\ /\ /\ /\ \\// COMPACTIONSPECIFICATIONS\/\ /\ / / /5'MIN./ / / /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ // �\\ /\ /\
8" DIP (@ 0.0 W j \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ON SHEET C9.00) \ \ \ \ \ \ /\\\\ \/\\/\\/\\/\\/\\/
DRAIN (� 0.00� \/\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ �\/\/\
INV. = 572.50 i. �/ �/ �/ ��. �i. �/ �/\ //\/\ /
8" PLUG VALVE. THE VALVE
SHALL BE A M&H STYLE 820 CONTRACTOR SHALL FORM INVERT OF A DOUBLE LAYER OF NON -WOVEN
X-CENTRIC VALVE OR GEOTEXTILE FABRIC SHALL BE PLACED
APPROVED EQUAL. THIS RISER STRUCTURE TO DRAIN POSITIVELY
BE IN TO INVERT OF OUTLET BARREL USING AROUND EACH JOINT OF EACH 24"0 O-RING RCP
VALVE SHALL
ACCORDANCE WITH BE IN NON -SHRINK GROUT BARREL IN 2' WIDE STRIPS CENTERED ON JOINT.
C-504 SEC. 5.5, AND SHALL PERMANENT DAM CROSS SETION A -A
BE OPERABLE FROM TOP OF N.T.S.
OUTLET STRUCTURE VIA A
HANDWHEEL.
RISER BOX
3.0"4 ORIFICE
INV. IN = 572.50
(SEE SHEET C9.02)
6' WIDE
VEGETATED SHELF
6:1 SLOPE WQV WATER SURFACE EL. = 573.73 0
I
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6. 1 SLOpE _ � NORMAL POOL EL. = 572.50 '7 I
FOREBAY 6' DEPTH _ MAIN POOL 6' DEPTH
s�016S�0,6
6" MINIMUM SEDIMENT STORAGE 6" MINIMUM SEDIMENT STORAGE
BOTTOM EL. = 567.00 -BOTTOM EL. = 567.00 = -
- I II II I I II III II
II
__III III_
III III III III III III III III III III III
III III 11 III III III II III III III III III
- � ill III III III III III III_ III III Ali -
5.0'
3" CLEARANCE
�TO
OUTSIDE OF
Jld PP -PAP)
3" CLEARANCE
TO OUTSIDE OF
#4 REBAR)
4.0'
a
a a a
a
4
a
a d 4 d
4
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4
a
4
a
a
W=OND CROSS SECTION
3" ANCHOR DEPTH
1' DEPTH
PRECAST
STRUCTURE WALL 3000 PSI CONCRETE COLLAR
(MIN. 28 DAY STRENGTH)
3" CLEARANCE
.09 TO OUTSIDE OF
#4 REBAR ANCHORS. #4 REBAR)
CONTRACTOR SHALL
DRILL INTO PRECAST
STRUCTURE WALL AND
SET ANCHORS USING a 24" 0-RING
EPDXY GROUT RCP
5.5" CENTER TO
4 CENTER
a
12" ANCHOR DEPTH
d � a ° a
a 4" 3.8' 4" #4 REBAR ANCHORS.
ow .443" CLEARANCE CONTRACTOR SHALL DRILL
(CENTER TO (CENTER TO (CENTER TO TO OUTSIDE OF INTO PRECAST BASE AND SET
CENTER) CENTER) CENTER) #4 REBAR) ANCHORS USING EPDXY GROUT
FRONT VIEW CONCRETE ANTI -FLOTATION SIDE VIEW
BLOCK CONCRETE ANTI -FLOTATION
NOTES: BLOCK
CONCRETE COLLAR DETAIL 1. ALL REBAR TO BE #4 REBAR.
2. WRAP OUTSIDE OF PIPE WITH VOLCLAY WATERSTOP-RX° 101 (OR PRE -APPROVED EQUIVALENT) AT THE
FACE OF THE PRECAST STRUCTURE WALL. PROVIDE 6" OVER LAP ON THE BOTTOM OF THE PIPE.
N.T.S.
N.T.S.
NOTES:
1. ALL REBAR TO BE #4 REBAR.
2. ALL REBAR AND ANGLES TO BE HOT -DIPPED GALVANIZED
AND BE PROVIDED WITH AN EPDXY COATING.
3. THE HOT -DIPPED, GALVANIZED 2"x2"x1/4" ANGLES SHALL
BE WELDED TO THE REBAR TRASH RACK. ONCE WELDED,
THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO THE
RISER WITH ANGLES SITTING DIRECTLY ON TOP OF RISER.
4. CONTRACTOR SHALL ANCHOR THE TRASH RACK TO
MANHOLE WALL WITH FOUR 4"x1 /4" CONCRETE ANCHOR
BOLTS THROUGH ANGLES.
5. CONTRACTOR SHALL OMIT OR ADJUST REBAR AS
NECESSARY TO ALLOW FOR CONCRETE COLLAR.
6. ACCESS HATCH SHALL ALIGN WITH STEPS IN RISER.
E
7.0'
1.0' (TYP.)
9.9 LF
2"x2"x1 /4"
ANGLE
CONCRETE ANCHOR ^^'T
(TYP., SEE NOTE #
9.9 LF
2"x2"x1 /4"
ANGLE
;ONCRETE ANCHOR BOLT
TYP., SEE NOTE #4)
UENU I ES I HE ACCESS HA I CH f LJIa L l I IIIV VLJ I VI: THE
TO BE PROVIDED BY THE TRASH 2'x3' ACCESS HATCH. ACCESS
RACK FABRICATOR PER OUTLET HATCH SHALL BE POSITIONED
STRUCTURE MATERIAL OVER STEPS.
SPECIFICATIONS (SHEET C9.01)
RISER TRASH RACK DETAIL
N.T.S.
VIIIIIIIIIIIIIIII
I I I
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-SW1
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE N/A
DATE 12.21.2020
SHEET
STORMWATER CONTROL
MEASURE "A" DETAILS
C9601
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

z"0 GRADE 8 STAINLESS
STEEL CONCRETE LAG
SCREW
12" X 4" X z"
GALVANIZED STEEL
STRAP (4 PER RISER
JOINT)
3.0"
RISER JOINT CONNECTION DETAIL
N.T.S.
NOTES:
1. CONCRETE ANTI -FLOTATION BLOCK TO BE PROVIDED WITH MINIMUM TEMPERATURE AND
SHRINKAGE STEEL REINFORCEMENT.
2. TRASH RACKS NOT SHOWN FOR CLARITY.
3. CONTRACTOR SHALL PROVIDE A JOINT IN THE OUTLET BARREL NO MORE THAN 5-FT FROM
THE RISER.
3.0" ORIFICE °
INV. = 572.50 D
3" ORIFICE
INV. = 572.50
8"0 DIP D
W/ TRASH F
(SEE DE_
8" PLUG VHLVC. II'IC VHLVC 3n MLL dL H
M&H STYLE 820 X-CENTRIC VALVE OR
APPROVED EQUAL. THIS VALVE SHALL BE IN
ACCORDANCE WITH AWWA C-504 SEC. 5.5,
AND SHALL BE OPERABLE FROM TOP OF
OUTLET STRUCTURE VIA A HANDWHEEL.
TOP OF HANDWHEEL TO EXTEND
1-FOOT ABOVE TRASH RACK
CONTRACTOR SHALL PROVIDE STEPS IN
ACCORDANCE WITH NCDOT STD. 840.66.
STEPS SHALL BE PLACED AT 16" O.C.
(SEE DETAIL)
5'
4 TOP OF RISER EL. = 574.85
/ \
24"0 0-RING RCP
INV. = 572.50
°
D
8" UNDERDRAIN PIPE
INV. = 572.50
D
D
n
D
G
A
18"
n °
C p DA D
D
D
C G
CONTRACTOR SHALL FORM INVERT OF
RISER STRUCTURE TO DRAIN
POSITIVELY TO INVERT OF OUTLET
CONCRETE
BARREL USING NON -SHRINK GROUT
ANTI -FLOTATION
BLOCK
2.35' 2.85'
INVERT EL. = 572.50
3.0" ORIFICE °
INV. = 572.50
8"0 DIP DRAIN
/ TRASH RACK
(SEE DETAIL)
CONTRACTOR SHALL SEAL
THE PIPE PENETRATION
USING A RUBBER BOOT
AND STAINLESS STEEL
HARDWARE
PERMANENT OUTLET STRUCTURE DETAILS
N.T.S.
W
m
NOTES:
INSTALL ALL STEPS PROTRUDING 4"
FROM INSIDE FACE OF STRUCTURE WALL.
z
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STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
H Q
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THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE
USE OF SUCH STEPS.
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SANITARY SEWER MANHOLES.
SHEET 1 OF 1
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$40.66
840.66
MAINTENANCE ACCESS STEPS
N.T.S.
D°
#6 REBAR
PERIMETER FRAME
4" x 4" 6/6 WELDED WIRE 6THICKNESSL
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4" ANCHOR DEPTH
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DRILL INTO PRECAST d
EXTENDED BASE AND
SET ANCHORS USING
STER SHALL PROVIDE A BLOCK OUT EPDXY GROUT 0.86'
iE 24"0 O-RING RCP (CENTER TO CENTER)
SHALL PROVIDE STEPS IN
WITH NCDOT STD. 840.66.
E PLACED AT 16" O.C.
(SEE DETAIL)
CONTRACTOR SHALL PROVIDE STEPS IN
ACCORDANCE WITH NCDOT STD. 840.66.
STEPS SHALL BE PLACED AT 16" O.C.
(SEE DETAIL)
CONCRETE COLLAR
(TO BE CONSTRUCTED IN THE FIELD BY
THE CONTRACTOR
(SEE DETAIL)
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CONTRACTOR SHALL
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THE 8"0 DIP PIPE IN THE
FIELD. PRECASTER SHALL OMIT
REINFORCEMENT IN THIS AREA
PRECASTER SHALL PROVIDE A BLOCK OUT
FOR THE 24"0 0-RING RCP
CONCRETE ANTI -FLOTATION BLOCK
8" PLUG VALVE. THE VALVE
SHALL BE A M&H STYLE 820
X—CENTRIC VALVE OR
APPROVED EQUAL. THIS VALVE
SHALL BE IN ACCORDANCE
WITH AWWA C-504 SEC. 5.5,
AND SHALL BE OPERABLE
FROM TOP OF OUTLET
STRUCTURE VIA A HANDWHEEL.
0.86' ­-11"
(CENTER TO CENTER)
4" x 4" 6/6 WELDED WIRE
FABRIC (EACH SIDE & TOP OF
CAGE)
2.00'
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CONTRACTOR SHALL SEAL THE PIPE
PENETRATION USING A RUBBER BOOT
AND STAINLESS STEEL HARDWARE
° '�'-8" PLUG VALVE. THE VALVE
° SHALL BE A M&H STYLE 820
X-CENTRIC VALVE OR
d ENGINEER APPROVED EQUAL.
° THIS VALVE SHALL BE IN
ACCORDANCE WITH AWWA
C-504 SEC. 5.5, AND SHALL
° BE OPERABLE FROM TOP OF
OUTLET STRUCTURE VIA A
HANDWHEEL.
8"0 DIP DRAIN PIPE
CONTRACTOR SHALL CORE -DRILL
THE HOLE FOR THE 8"0 DIP IN
THE FIELD. PRECASTER SHALL
OMIT REINFORCEMENT IN THIS
AREA.
8"0 DIP DRAIN PIPE
CONTRACTOR SHALL CORE -DRILL
THE HOLE FOR THE 8"0 DIP IN
THE FIELD. PRECASTER SHALL
OMIT REINFORCEMENT IN THIS
AREA
6" MIN. WALL 8" PLUG VALVE. THE VALVE
THICKNESS SHALL BE A M&H STYLE 820
X-CENTRIC VALVE OR
APPROVED EQUAL. THIS VALVE
SHALL BE IN ACCORDANCE
WITH AWWA C-504 SEC. 5.5,
AND SHALL BE OPERABLE
FROM TOP OF OUTLET
F77 STSTRUCTURE VIA A HANDWHEEL.
2 LF 8"0 DIP
CONTRACTOR SHALL SEAL THE PIPE
PENETRATION USING A RUBBER BOOT
AND STAINLESS STEEL HARDWARE
8" o EMERGENCY DIP DRAIN TRA.SHRACK DETAILS
N.T.S.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS �(V��
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-SW1
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE N/A
DATE 12.21.2020
SHEET
STORMWATER CONTROL
MEASURE "A" DETAILS
C960
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

CONTRACTOR SHALL PR01
STEEL CLAMP TO INSUR
WATERTIGHT SEAL BETWEEN
SPILLWAY FILTER NON -WC
FILTER FABRIC AND
0-RING RCP OUTLET BAR
4'
NO. 67 WASHED STONE
ENCASED IN NON -WOVEN
FILTER FABRIC (MIRAFI
180N OR EQUIVALENT)
z En.
VARMIT GUARD ON DOWNSTREAM SIDE AND
GALVANIZED HARDWARE CLOTH ON UPSTREAM
SIDE ()/4" MAXIMUM OPENINGS). VARMINT GUARD
SHALL BE HAVILAND BRAND STEEL FINGER TYPE
OR ENGINEER APPROVED EQUIVALENT.
PROPOSED GRADE
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24"0 0-RING RCP
FLOW
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NO. 67 WASHED STONE
ENCASED IN NON -WOVEN
FILTER FABRIC (MIRAFI 180N
OR EQUIVALENT). FILTER
FABRIC OVERLAP TO BE A
MINIMUM 2' IN THE
DOWNSTREAM DIRECTION.
CONTRACTOR SHALL PROVIDE STEEL CLAMP TO
INSURE A WATERTIGHT SEAL BETWEEN THE
SPILLWAY FILTER NON -WOVEN FILTER FABRIC
AND 24"0 0-RING RCP OUTLET BARREL
ENDWALL PER
6" MIN. o NCDOT STD. 838.80
1' MIN.
SPILLWAY FILTER DETAIL
N.T.S.
ENDWALL PER
NCDOT STD. 838.80
(2) 4" PERFORAI��,
CORRUGATED HDPE PIPE (ADS
N-12 OR APPROVED
EQUIVALENT)
IV V. V/ YY/'1J1 ILV JI VIVL
ENCASED IN NON -WOVEN
FILTER FABRIC (MIRAFI 180N
OR EQUIVALENT)
4.75'
CORRUGATED
HDPE PIPE (ADS N-12 OR
APPROVED EQUIVALENT)
ENDWALL PER
NCDOT STD. 838.80
24"0 O-RING RCP —
A
NOTES:
1. A FILTER BLANKET IS TO BE INSTALLED
BETWEEN THE RIPRAP AND SOIL
FOUNDATION. THE FILTER BLANKET WILL
CONSIST OF A MINIMUM 4" THICK LAYER
OF STONE (NCDOT#57) UNDERLAIN
WITH MIRAFI FILTER WEAVE 700 OR
APPROVED EQUIVALENT
24"0 O-RING RCP
FILTER BLANKET
(SEE NOTE)
000 0 A
7'
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ENDWALL PER
NCDOT STD. 838.80
NCDOT CLASS "B" RIPRAP I
61 x 7'W x 22" THICK
LAYER OF
CLASS "B" RIPRAP
4" FILTER BLANKET
0
SECTION A -A
OUTLET BARREL VELOCITY DISSIPATOR
N.T.S.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS I
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-SW1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
N/A
DATE
12.21.2020
SHEET
STORMWATER CONTROL
MEASURE "A" DETAILS
C9603
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

STORMWATER CONTROL MEASURE LANDSCAPE SPECIFICATIONS
r
LEGEND \� y \`I
QTY. SYM. SCIENTIFIC NAME COMMON NAME HATCH TYPE MIN. SPACING—�-
- -
2,285 CT CAREX TENERA QUILL SEDGEED
4" CONTAINER 2' ON CENTER
2,130 ED EUPATORIADELPHUS DWARF JOE PYE WEED 4" CONTAINER 2' ON CENTER
DUBIUS
1,130 HL HIBISCUS LAEVIS SCARLET ROSE MALLOW 4" CONTAINER 2' ON CENTER
ss
SEEDBED PREPARATION PLANTING INSTRUCTIONS
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL PLANTING TECHNIQUES
CONDITIONS, IF AVAILABLE. A. INSURE THAT ROOTS, ONCE REMOVED FROM POT, ARE STRAIGHTENED AND FACE \ SS
DOWNWARD.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. B. CREATE PLANTING AREA FOR EACH PLANT AND EXCAVATE PIT.
C. PLACE PLANTS IN PIT INSURING ROOTS ARE FACING COMPLETELY DOWNWARD.
3. REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE D. HEEL IN SOIL AROUOND PLANT AND PROCEED TO NEXT PLANTING LOCATION.
REASONABLY SMOOTH AND UNIFORM. E. NEWLY PLANTED PLANTS NEED TO BE FASTENED TO THE SUBSTRATE FOR THE
ESTABLISHMENT OF NEW ROOTS. V A \
A \
4. PER ONE TIME ONLY, APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE F. ROOTS SHALL BE SPREAD IN THEIR NORMAL POSITION. ALL BROKEN OR FRAYED \ \ \ \ \
UNIFORMLY AND MIX WITH SOIL. ROOTS HALL BE CUT OFF CLEANLY.
G. THE DIAMETER OF THE PITS FOR ALL VEGETATIVE STOCK SHALL BE AT LEAST — —
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS THREE TIMES THE DIAMETER OF THE ROOT MASS. PLANT PIT WALL SHALL BE
PREPARED 4 TO 6 INCHES DEEP. SCARIFIED PRIOR TO PLANT INSTALLATION.
H. SET THE PLANTS UPRIGHT, IN THE CENTER OF THE PIT. THE BOTTOM OF THE ROOT — — \ / \
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER. PROPOSED
MASS SHOULD BE RESTING ON UNDISTURBED SOIL. — —
I. PLACE THE BACKFILL AROUND THE BASE AND SIDES OF THE ROOT MASS, AND STORMWATER
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. WORK EACH LAYER TO SETTLE BACKFILL AND TO ELIMINATE VOIDS AND AIR \ G CONTROL MEASURE
POCKETS. WHEN PIT IS APPROXIMATELY 2/3 FULL, WATER THOROUGHLY BEFORE ^ \ \ \
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN PLACING REMAINDER OF THE BACKFILL. WATER AGAIN AFTER PLACING FINAL LAYER
THE PLANTING SEASON, IF POSSIBLE. AFTER PERMANENT COVER IS ESTABLISHED. OF BACKFILL. \ /
J. BROKEN OR DAMAGED PARTS WILL BE CUT BACK TO UNDAMAGED TISSUE, LEAVING 1 G A \ \ V A \
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AS MUCH GREEN BASAL TISSUE AS POSSIBLE ABOVE THE ROOTS. IF MORE THAN —
FIFTY PERCENT (50%) OF THE PLANT IS DAMAGED THEN CONTRACTOR SHALL
TEMPORARY SEEDING SCHEDULE REPLACE THE PLANT.
CONTAINER STOCK / BARE ROOT
SEEDING DATE SEEDING MIXTURE APPLICATION RATE A. STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOT / \ MAIN
JAN 1 MAY 1 RYE (GRAIN) 120 LBS/AC SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER ONCE I I \\ \\ \I POOL \ ��
REMOVED FROM THE CONTAINER. �r \
KOBE LESPEDEZA 50 LBS/AC B. CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY AND PLACED IN SHADY
MAY 1 - AUG 15 GERMAN MILLET 40 LBS/AC CONDITIONS UNTIL PLANTING OCCURS. \ V A A
AUG 15 - DEC 30 RYE (GRAIN) 120 LBS/AC C. BARE ROOT PLANTS ARE FOR IMMEDIATE PLANTING, OTHERWISE SEE D) BELOW. / / M
D. IF BARE ROOTS SPECIMENS ARE NOT TO BE PLANTED WITHIN FOUR (4) DAYS,
SOIL AMENDMENTS TEMPORARY HOLDING OF BARE ROOT SPECIMENS ARE TO BE COVERED ENTIRELY BY
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND AGRICULTURE LIMESTONE AND A SUITABLE MEDIUM (ETC. SOIL, SAWDUST, MULCH OR THE LIKE) AND WATERED
750 LB/AC 10-10-10 FERTILIZER (FROM AUG 15 -DEC 30, INCREASE 10-10-10 FERTILIZER TO 1000 LB/AC). REGULARLY SO AS TO NOT DRY OUT.
PLANT LOCATIONS
MULCH A. NEW PLANTINGS SHALL BE LOCATED WHERE SHOWN ON PLAN EXCEPT WHERE
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING CHANGES HAVE BEEN MADE IN PROPOSED CONSTRUCTION.
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
B. NECESSARY ADJUSTMENTS SHALL BE MADE ONLY AFTER APPROVAL BY THE OWNER �
// / / /� \ \ \ ��� -
/ � � /\
OR THE OWNER'S REPRESENTATIVE.
MAINTENANCE C. ZONES 4-6 SHOULD EMPLOY "RANDOM SPACING" OF THE LISTED PLANT QUANTITY.
JAN 1 - AUG 15: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH D. THAT PART OF ZONES 4-6 THAT ARE LOCATED ON THE DAM EMBANKMENT SHALL
BE PLANTED WITH SEED MIXES ONLY. /
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. E. TREES AND SHRUBS SHOULD BE PLANTED AT LEAST 15' AWAY FROM THE TOE OF
SLOPE OF THE DAM AND AT LEAST 25' AWAY FROM PRINCIPAL SPILLWAY
AUG 15 - DEC 30: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB/AC STRUCTURES. /// / / // �O \ SEDIMENT
OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER F. ADDITIONAL INFORMATION IF NEEDED CAN BE FOUND IN THE / /� // / — \ FOREQAY/
CHARLOTTE-MECKLENBURG BMP DESIGN MANUAL. / / /
BEYOND JUNE 15, OVERSEED WITH 50 LB/AC KOBE LESPEDEZA IN LATE FEBRUARY / — OR EARLY MARCH. WATER
WATER SHALL BE POTABLE AND SHALL NOT CONTAIN ELEMENTS TOXIC TO PLANT LIFE. / i _ �A V 4o _
NOTE: USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT CORRECT TO USE THE PERMANENT
SEEDING SCHEDULE. / �\ — — �� 4o
PERMANENT SEEDING SCHEDULE (DAM EMBANKMENTS)-
�
SEEDING DATE SEEDING MIXTURE APPLICATION RATE \
AUG 25 - OCT (BEST) TALL FESCUE 200 LBS/AC
FEB - APR 15 (POSSIBLE)
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/AC GROUND AGRICULTURE LIMESTONE AND
sF
1000 LB/AC 10-10-10 FERTILIZER. / \ - sr
MULCH Sr
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING SF, x
TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. s
- ' - SF i LD
SF / ' \ f D
MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL
TESTS OR APPLY 150 LB/AC 10-10-10 FERTLIZER. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES.
NOTE: PERMANENT SEEDING SCHEDULE IS FOR SLOPES OF THE BASIN, TOP OF BERM, AND BASIN FLOOR.cc
Know what's be I ow.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
N
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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048769 =
REVISIONS �` ,/•
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-SW1
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
1"=30'
DATE
12.21.2020
SHEET
STORMWATER CONTROL
MEASURE "A" LANDSCAPE PLAN
C980
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

STORMWATER CONTROL MEASURE 'A' CONSTRUCTION SPECIFICATIONS
GENERAL NOTES
CONSTRUCTION SEQUENCE
1. PRIOR TO CONSTRUCTION, ANY DISCREPANCIES IN THE PLANS AND NOTES SHALL BE BROUGHT TO THE DESIGN ENGINEER'S ATTENTION
1.
PRIOR TO CONSTRUCTION, THE OWNER SHALL OBTAIN A LAND DISTURBING (GRADING) PERMIT AND AN "APPROVAL TO CONSTRUCT" FROM
IMMEDIATELY.
TOWN OF WINGATE AND ALL OTHER NECESSARY PERMITS FROM APPLICABLE AGENCIES.
2. THE FINAL CERTIFICATION FOR THIS FACILITY WILL INCLUDE A CERTIFICATION BY THE ON -SITE GEOTECHNICAL ENGINEER THAT THE
2.
INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES PER THE APPROVED SEDIMENT AND EROSION CONTROL PLAN. THE
PROJECT WAS CONSTRUCTED PER THE APPROVED PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE
CONTRACTOR SHALL MAINTAIN ALL APPROVED SEDIMENT AND EROSION CONTROL MEASURES THROUGHOUT THE ENTIRE PROJECT, AS
ON -SITE GEOTECHNICAL ENGINEER FOR OBSERVATION AND TESTING SUCH THAT THE ON -SITE GEOTECHNICAL ENGINEER CAN CERTIFY THE
REQUIRED. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE EROSION CONTROL INSPECTOR, AS REQUIRED BY GOVERNING
CONSTRUCTION.
AGENCIES, PRIOR TO ANY CLEARING.
3. ALL CONSTRUCTION ACTIVITY RELATED TO THE PROPOSED STORMWATER MANAGEMENT FACILITY SHALL BE PER THE DETAILS AND
3.
CLEAR AND GRUB AREA WITHIN THE LIMITS OF THE PROPOSED DAM CONSTRUCTION. ALL TREES AND THEIR ENTIRE ROOT SYSTEMS MUST
SPECIFICATIONS SHOWN IN THESE DRAWINGS. SOILS COMPACTION AND OTHER MISCELLANEOUS DETAILS AND SPECIFICATIONS MAY BE
BE REMOVED FROM THE DAM FOOTPRINT AREA AND BACKFILLED WITH SUITABLE SOIL MATERIAL. THE BACKFILLED AREAS SHALL BE
MODIFIED PER THE RECOMMENDATIONS OF THE ON -SITE GEOTECHNICAL ENGINEER. HOWEVER, PRIOR TO IMPLEMENTATION, THE
COMPACTED TO THE SAME STANDARDS AS THE DAM EMBANKMENT. THE REMAINING AREA OF THE EMBANKMENT SHALL BE STRIPPED TO
DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATION FROM THESE DESIGN DRAWINGS INCLUDING SHOP DRAWINGS FOR ANY
A SUITABLE DEPTH AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER. ANY RESIDUAL SOILS TO BE LEFT IN PLACE MUST BE WELL
PROPOSED MODIFICATION.
SCARIFIED TO PROMOTE BONDING OF THE NEW EMBANKMENT FILL. NO EMBANKMENT MATERIAL SHALL BE PLACED FOR THE DAM OR KEY
TRENCH UNTIL APPROVAL OF THE DAM SUBGRADE / TRENCH IS OBTAINED FROM THE ON -SITE GEOTECHNICAL ENGINEER.
4. STORMWATER CONTROL MEASURES THAT ARE CONSTRUCTED ON PRIVATELY OWNED LAND AND THAT ARE NOT WITHIN A PUBLIC
EASEMENT SHALL BE MAINTAINED BY A PROPERTY OWNERS ASSOCIATION OR THE OWNERS OF THE SUBJECT PROPERTY.
4.
EXCAVATE FOR THE NEW KEY TRENCH ALONG THE CENTERLINE OF THE PROPOSED DAM EMBANKMENT. THE TRENCH SHALL EXTEND A
MINIMUM OF 5 FT BELOW EXISTING GRADE OR 2 FT BELOW THE CONCRETE CRADLE AND SHALL HAVE A MINIMUM BOTTOM WIDTH OF 5
5. DURING THE INITIAL STAGES OF CONSTRUCTION, THE STORMWATER MANAGEMENT FACILITY MAY BE USED AS A SEDIMENT BASIN FOR
FEET. THE KEY TRENCH SIDESLOPES SHALL BE A MINIMUM OF 1:1 (H:V). THE KEY TRENCH SHALL BE COMPACTED TO THE SAME
EROSION CONTROL PURPOSES. IF SO, THE CONTRACTOR SHALL FOLLOW THE GENERAL CONSTRUCTION SEQUENCE BELOW:
SPECIFICATION LISTED IN ITEM 4 OF THE SECTION TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS." DEPENDING UPON ON -SITE SOIL
CONDITIONS ENCOUNTERED DURING EXCAVATION, THE ON -SITE GEOTECHNICAL ENGINEER MAY VARY THE DEPTH AND DIMENSIONS OF
5.1. THE CONTRACTOR SHALL CONSTRUCT THE ENTIRE FACILITY (PERMANENT OUTLET STRUCTURE, DAM, ETC.) WITH THE EXCEPTION OF
THE KEY TRENCH AS DEEMED NECESSARY. THE ON -SITE GEOTECHNICAL ENGINEER SHALL RETAIN DOCUMENTATION OF ANY VARIATION FOR
THE INTERIOR FINE GRADING FOR THE FACILITY. THE INTERIOR FINE GRADING WILL BE CONSTRUCTED ONCE THE EROSION CONTROL
FUTURE AS -BUILT SUBMITTALS TO THE NCDEQ.
PHASE IS COMPLETE.
5.2. THE TEMPORARY DRAW DOWN RISER (OR SKIMMER) SHALL BE CONNECTED TO THE PERMANENT 6"0 ORIFICE AT THE BOTTOM OF
5.
BEGIN PLACEMENT OF BACKFILL WITHIN THE KEY TRENCH. THE KEY TRENCH SHALL BE COMPACTED TO THE SPECIFICATIONS LISTED ITEM 4
THE RISER.
OF THE SECTION TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS." THE KEY TRENCH SHALL BE TESTED PER THE SPECIFICATIONS
5.3. ONCE THE UPSTREAM DRAINAGE AREA IS STABILIZED AND THE EROSION CONTROL INSPECTOR APPROVES THE REMOVAL OF THE
LISTED IN THAT SECTION.
SEDIMENT BASIN, THE CONTRACTOR SHALL REMOVE THE TEMPORARY DRAW DOWN RISER (OR SKIMMER) AND CLEAN -OUT THE
BASIN. ALL SEDIMENT, TRASH, ETC. SHALL BE DISPOSED OF PROPERLY (I.E. - PLACED IN A LANDFILL) AND NOT STOCKPILED IN AN
6.
PRIOR TO INSTALLATION, SUBGRADE CONDITIONS ALONG THE SPILLWAY PIPES SHOULD BE EVALUATED BY THE ON -SITE GEOTECHNICAL
AREA WHERE WATER QUALITY COULD BE ADVERSELY AFFECTED.
ENGINEER TO ASSESS WHETHER SUITABLE BEARING CONDITIONS EXIST AT THE SUBGRADE LEVEL. SHOULD SOFT OR OTHERWISE
5.4. ONCE THE BASIN IS CLEANED OUT, AND ALL EROSION CONTROL DEVICES REMOVED, THE CONTRACTOR SHALL CONSTRUCT THE
UNSUITABLE CONDITIONS BE ENCOUNTERED ALONG THE PIPE ALIGNMENTS, THESE MATERIALS SHOULD BE UNDERCUT AS DIRECTED BY THE
INTERIOR GRADING SHOWN ON THIS SHEET.
GEOTECHNICAL ENGINEER. THE UNDERCUT MATERIALS SHALL BE REPLACED WITH ADEQUATELY COMPACTED STRUCTURAL FILL, LEAN
5.5. ONCE THE GRADING I COMPLETE, THE CONTRACTOR HALL REQUEST AN N ITE INSPECTION AND AN AS -BUILT SURVEY PRIOR T
0 G G S 0SO S0 O
CONCRETE OR FLOWABLE FILL AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER.
INSTALLATION OF THE STORMWATER MANAGEMENT FACILITY PLANTS. IF THE CONTRACTOR PLANTS THE PROPOSED VEGETATION
PRIOR TO AN AS BUILT SURVEY (AND SUBSEQUENT APPROVAL), ANY CHANGES TO THE GRADING / RE -PLANTING OF PLANTS WILL BE
7.
IN ORDER TO HELP PROTECT THE SOIL SUBGRADE FROM DETERIORATION DUE TO EXPOSURE RAINFALL SEEPAGE AND RUNOFF BEFORE
( )
AT THE CONTRACTOR'S EXPENSE.
THE CRADLE CAN BE POURED, IT IS STRONGLY RECOMMENDED THAT A 3" TO 4" THICK CONCRETE MUD MAT BE POURED OVER THE
5.6. ONCE THE ENGINEER HAS APPROVED THE AS -BUILT GRADING, THE CONTRACTOR SHALL PLANT THE PROPOSED STORMWATER
SUBGRADE ONCE IT IS APPROVED BY THE ON -SITE GEOTECHNICAL ENGINEER. THE MUD MAT WILL ALSO PROVIDE BEARING FOR THE BLOCKS
MANAGEMENT FACILITY PLANTS SHOWN ON THE LANDSCAPE PLAN FOR THE FACILITY. AFTER COMPLETION OF THE PLANTING, THE
THAT TEMPORARILY SUPPORT THE SPILLWAY PIPE UNTIL THE CRADLE CAN BE POURED. THE METHOD OF BLOCK SUPPORT FOR THE PIPE
LANDSCAPE CONTRACTOR SHALL PROVIDE A LETTER TO THE ENGINEER CERTIFYING THAT THE PLANTS HAVE BEEN INSTALLED PER
PROPOSED BY THE CONTRACTOR SHOULD BE SUBMITTED TO THE JOHN R. McADAMS COMPANY FOR REVIEW.
THE APPROVED STORMWATER MANAGEMENT FACILITY PLANTING PLAN.
8.
BEGIN CONSTRUCTION OF THE NEW EMBANKMENT. FILL MATERIALS SHALL BE PLACED IN MAXIMUM 8" THICK LIFTS PRIOR TO
6. PRIOR TO CONSTRUCTION, THE ONSITE GEOTECHNICAL ENGINEER SHALL VERIFY THE FILTRATION AND PERMEABILITY ASPECTS OF THE
COMPACTION, UNLESS DIRECTED OTHERWISE BY THE ON -SITE GEOTECHNICAL ENGINEER. FILL LIFTS SHALL BE CONTINUOUS OVER THE
PROPOSED SAND FILTER MATERIALS. SPECIAL ATTENTION SHALL BE PAID TO PREVENT MIGRATION OF FINER SOIL PARTICLES THROUGH
ENTIRE LENGTH OF FILL. IF IT IS NECESSARY, THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT BACK TO
UNDERLYING GRAVEL LAYERS.
FINAL GRADE IN ORDER TO ACHIEVE PROPER COMPACTION.
7. ONCE CONSTRUCTED, THE SAND FILTER SHALL NOT RECEIVE STORMWATER RUNOFF UNTIL THE ENTIRE CONTRIBUTING DRAINAGE AREA
9.
AS CONSTRUCTION OF THE EMBANKMENT MOVES FORWARD, IT WILL BE NECESSARY TO INSTALL THE CONCRETE CRADLE. THIS MAY BE
TO THE SAND FILTER HAS BEEN COMPLETELY STABILIZED AND SITE CONSTRUCTION IS COMPLETE.
CONSTRUCTED USING ONE OF THE FOLLOWING METHODS:
8. PRIOR TO PLACING ANY MEDIA (I.E. UNDERDRAINS, GRAVEL, OR SAND) WITHIN THE SAND FILTER, THE CONTRACTOR SHALL REQUEST AN
9.1. IF THE PROPOSED STRUCTURAL FILL MATERIAL IS UTILIZED AS THE FORMWORK FOR THE CONCRETE CRADLE, THEN THE STRUCTURAL
ONSITE MEETING WITH THE DESIGN ENGINEER TO ENSURE THE UPSTREAM DRAINAGE AREA IS COMPLETELY STABILIZED (I.E. GOOD
FILL SHOULD BE INSTALLED AND COMPACTED UP TO THE TOP OF CONCRETE CRADLE ELEVATION. ONCE THE STRUCTURAL FILL
VEGETATIVE COVER). IF THE CONTRACTOR DECIDES TO PLACE THE MEDIA FOR THE SAND FILTER PRIOR TO APPROVAL FROM THE DESIGN
REACHES THE NEXT DOWNSTREAM JUNCTION BOX OR HEADWALL AND IS COMPACTED TO THE ELEVATION OF THE TOP OF THE
ENGINEER, THEN THE CONTRACTOR SHALL EXCAVATE/REPLACE, AS NECESSARY, THE MEDIA NEEDED FOR THE SYSTEM TO FUNCTION
CONCRETE CRADLE EXCAVATE THE CONCRETE CRADLE TRENCH PER THE PROVIDED DETAILS AND CONSTRUCT THE CONCRETE CRADLE
PROPERLY AT HIS / HER EXPENSE SHOULD THE SAND FILTER NOT FUNCTION PROPERLY (I.E. WILL NOT DRAIN DUE TO SEDIMENT
AS PER THE PROVIDED CONCRETE CRADLE DETAIL.
DEPOSITION) DUE TO AN UNSTABILIZED UPSTREAM DRAINAGE AREA.
9.2. IF THE PROPOSED STRUCTURAL FILL IS NOT UTILIZED AS THE FORMWORK FOR THE CONCRETE CRADLE, THEN PRIOR TO
CONSTRUCTING THE STRUCTURAL FILL EMBANKMENT, THE FORMWORK FOR THE CONCRETE CRADLE SHOULD BE INSTALLED ON
9. ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) ON THE DAM EMBANKMENT ONCE FINAL GRADES (AS
EXISTING GROUND AND / OR THE MUD MAT. THE CONCRETE CRADLE SHALL BE CONSTRUCTED PER THE PROVIDED DETAILS.
SHOWN ON THE GRADING PLAN) HAVE BEEN ESTABLISHED WITH COMPACTED FILL. PRIOR TO TOPSOIL INSTALLATION, THE CONTRACTOR
10.
INSTALL RISER / BARREL ASSEMBLY, ALONG WITH THE EMERGENCY DRAIN SYSTEM. THE DRAIN VALVE LOCATED WITHIN THE RISER BOX
SHALL SCARIFY THE THE TOP 2"-3" OF THE BERM SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH THE COMPACTED FILL. THE
SHALL BE KEPT OPEN UNTIL AN AS -BUILT CERTIFICATION HAS BEEN COMPLETED BY THE ENGINEER AND AN APPROVAL TO IMPOUND HAS
TOPSOIL DEPTH SHALL RANGE FROM 3"4' ON THE DAM EMBANKMENT. PLEASE NOTE THE STOCKPILED TOPSOIL SHALL BE AMENDED, AS
BEEN ISSUED BY ALL APPLICABLE AGENCIES.
DIRECTED BY A LANDSCAPE PROFESSIONAL, PRIOR TO INSTALLATION ON THE EMBANKMENT.
11.
INSTALL 24" RCP OUTLET BARREL SPILLWAY FILTER FROM THE DETAILS SHOWN ON SHEET C9.08.
10. IT IS ANTICIPATED THAT DEWATERING WILL BE NECESSARY IN THE EXCAVATION AREAS (E.G. - EMBANKMENT SUB GRADE, INTERIOR
PORTIONS OF THE STORMWATER FACILITY KEY TRENCH ETC.. THEREFORE THE CONTRACTOR SHALL FURNISH INSTALL OPERATE AND
)
12.
CONSTRUCT EMBANKMENT PER SPECIFICATIONS LISTED IN THE SECTION TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS" AND
MAINTAIN ANY PUMPING EQUIPMENT, ETC. NEEDED FOR REMOVAL OF WATER FROM VARIOUS PARTS OF THE STORMWATER FACILITY
Q
REQUIREMENTS OF THE ON -SITE GEOTECHNICAL ENGINEER. ALL CHARACTERISTICS OF THE EMBANKMENT FILL MATERIAL SHALL MEET THE
SITE. DURING PLACEMENT OF FILL WITHIN THESE AREAS, THE CONTRACTOR SHALL KEEP THE WATER LEVEL BELOW THE BOTTOM OF THE
STANDARDS SET FORTH IN "BERM AND SOIL COMPACTION SPECIFICATIONS", INCLUDING COMPACTION AND MOISTURE REQUIREMENTS. IF
EXCAVATION CONSTRUCTION AREAS. THE MANNER IN WHICH THE WATER IS REMOVED SHALL BE SUCH THAT THE EXCAVATION BOTTOM
/
NECESSARY TO ACHIEVE PROPER COMPACTION, THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT
AND SIDE SLOPES ARE STABLE, WITH NO SEDIMENT DISCHARGED FROM THE SITE (I.E. PUMPED WATER MAY NEED TO BE DIRECTED TO AN
BACK TO PROPER FINAL GRADE. ANY HAND COMPACTION ACTIVITIES AROUND SPILLWAY OR DRAIN STRUCTURES SHALL BE CONDUCTED IN
4-INCH LOOSE LIFTS AND BE TO THE SAME COMPACTION AND MOISTURE REQUIREMENTS AS THE ENTIRE EMBANKMENT. ALL COMPACTION
APPROVED EROSION CONTROL DEVICE SUCH AS A DIRT BAG (ACF ENVIRONMENTAL), OR ENGINEER APPROVED EQUIVALENT, PRIOR TO
AND MOISTURE TESTING SHALL BE CARRIED OUT AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER AND AS LISTED IN THE SECTION
DISCHARGE).
TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS".
11. THE BEDDING MATERIAL FOR THE STORMWATER CONTROL MEASURE SHALL BE SPECIFIED BY THE ON -SITE GEOTECHNICAL ENGINEER.
4.
UPON COMPLETION OF DAM EMBANKMENT, PROMPTLY STABILIZE AND SEED DAM EMBANKMENT PER SEEDING SCHEDULE.
TYPICALLY A WELL -GRADED GRANULAR MATERIAL WILL BE USED FOR THE BEDDING. PLEASE NOTE THAT IF CONSTRUCTION EQUIPMENT
WILL BE OPERATING FOR AN EXTENDED PERIOD OF TIME ON THE BEDDING, THEN THE APPROPRIATE MEASURES (E.G. ENGINEERED
5.
SCHEDULE A FINAL AS -BUILT INSPECTION AND AS -BUILT SURVEY WITH THE ENGINEER. AN AS -BUILT INSPECTION SHOULD BE SCHEDULED A
FABRIC, STIFF GEOGRID, ETC.) SHALL BE TAKEN TO ENSURE THE INTEGRITY OF THE BEDDING IS NOT COMPROMISED.
MINIMUM OF 60 DAYS BEFORE A PERMIT TO IMPOUND IS REQUIRED. ANY COMMENTS OR DEFICIENCIES IN THE DAM CONSTRUCTION MUST
BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AND OWNER BEFORE CERTIFICATION SHALL BE GRANTED. UPON FINAL APPROVAL
BERM AND SOIL COMPACTION SPECIFICATIONS
FROM NCDEQ, CLOSE THE 8" 0 BOTTOM DRAIN VALVE IN THE RISER BOX AND BEGIN IMPOUNDING WATER. NO WATER SHALL BE
IMPOUNDED BEFORE AN APPROVAL TO IMPOUND IS ISSUED FROM NCDEQ.
1. PRIOR TO CONSTRUCTION, THE ON -SITE GEOTECHNICAL ENGINEER SHALL IDENTIFY BORROW / FILL AREAS AND VERIFY THEIR SUITABILITY
FOR USE WITHIN THE DAM EMBANKMENT. ALSO, THE ON -SITE GEOTECHNICAL ENGINEER SHALL PERFORM STANDARD PROCTORS ON THE
PROPOSED BORROW MATERIAL TO ENSURE THAT OPTIMUM MOISTURE CONTENT AND COMPACTION CAN BE ACHIEVED / CONTROLLED
DURING CONSTRUCTION.
2. ALL FILL MATERIALS TO BE USED FOR THE DAM EMBANKMENT SHALL BE TAKEN FROM BORROW AREAS APPROVED BY THE ON -SITE
GEOTECHNICAL ENGINEER. THE FILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, WOOD, STONES GREATER THAN 6", AND FROZEN
OR OTHER OBJECTIONABLE MATERIAL. THE FOLLOWING SOIL TYPES ARE SUITABLE FOR USE AS FILL WITHIN THE DAM EMBANKMENT AND
KEY TRENCH: ML AND CL.
3. FILL PLACEMENT FOR THE EMBANKMENT SHALL NOT EXCEED A MAXIMUM 8" LIFT (UNCOMPACTED). EACH LIFT SHALL BE CONTINUOUS
FOR THE ENTIRE LENGTH OF EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE BERM SECTION, ALL UNSUITABLE MATERIAL SHALL BE
REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILL PLACEMENT. FILL MATERIAL ADJACENT TO ALL SPILLWAY AND DRAINAGE
STRUCTURES SHALL BE PLACED IN 4-INCH (UNCOMPACTED) LIFTS AND HAND -COMPACTED TO THE SAME COMPACTION AND MOISTURE
REQUIREMENTS AS THE ENTIRE EMBANKMENT.
4. ALL FILL SOILS USED IN THE EMBANKMENT CONSTRUCTION SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM-698). THE FILL SOILS SHALL BE COMPACTED AT A MOISTURE CONTENT WITHIN -1 TO +3 PERCENT OF ITS
OPTIMUM MOISTURE CONTENT. COMPACTION TESTS SHALL BE PERFORMED BY THE ON -SITE GEOTECHNICAL ENGINEER DURING
CONSTRUCTION TO VERIFY THAT THE PROPER COMPACTION LEVEL HAS BEEN REACHED. THE FILL SHOULD BE COMPACTED USING A
SHEEPSFOOT TYPE COMPACTOR. IN ORDER TO PREVENT DAMAGE TO THE PIPE, NO COMPACTION EQUIPMENT SHALL CROSS ANY PIPE
UNTIL MINIMUM COVER IS ESTABLISHED ALONG THE PIPE.
5. THE DESIGN ENGINEER SHALL BE PROVIDED WITH REPORTS AND CERTIFICATION, BY THE ON -SITE GEOTECHNICAL ENGINEER, THAT THE
GEOTECHNICAL ASPECTS OF THE FACILITY HAVE BEEN CONSTRUCTED PER PLAN. THESE REPORTS AND CERTIFICATION WILL BE NEEDED
DURING THE AS -BUILT CERTIFICATION PROCESS FOR THIS STORMWATER FACILITY. THEREFORE, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO COORDINATE TESTING AND OBSERVATION WITH THE ON -SITE GEOTECHNICAL ENGINEER.
6. TESTING OF THE NEW FILL MATERIALS SHALL BE PERFORMED TO VERIFY THAT THE RECOMMENDED LEVEL OF COMPACTION IS ACHIEVED
DURING CONSTRUCTION. THEREFORE, ONE DENSITY TEST SHALL BE PERFORMED FOR EVERY 2,500 SQUARE FEET OF AREA FOR EVERY LIFT
OF FILL OR AS RECOMMENDED BY THE ON -SITE GEOTECHNICAL ENGINEER.
7. TESTING WILL BE REQUIRED ALONG THE 15"0 RCP OUTLET BARREL AT A FREQUENCY OF ONE TEST PER 25 LF OF PIPE PER VERTICAL FOOT
OF FILL OR AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER.
PERMANENT SEEDING SCHEDULE (DAM EMBANKMENTS)
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
AUG 25 - OCT (BEST) TALL FESCUE 200 LBS/AC
FEB -APR 15 (POSSIBLE)
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 1000 LB/AC 10-10-10
FERTILIZER.
MULCH
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150
LB/AC 10-10-10 FERTILIZER. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES.
NOTE: PERMANENT SEEDING SCHEDULE IS FOR SLOPES OF THE BASIN, TOP OF BERM
OUTLET STRUCTURE MATERIAL SPECIFICATIONS
1. THE 24"0 RCP OUTLET BARREL SHALL BE CLASS III RCP, MODIFIED BELL AND SPIGOT, MEETING THE REQUIREMENTS OF ASTM C76-LATEST.
THE PIPES SHALL HAVE CONFINED O-RING RUBBER GASKET JOINTS MEETING ASTM C-443-LATEST. THE PIPE JOINTS SHALL BE TYPE R-4.
2. THE STRUCTURAL DESIGN FOR THE 4' X 4' (INTERNAL DIMENSIONS) RISER BOX WITH EXTENDED BASE SHALL BE BY OTHERS. PRIOR TO
ORDERING THE STRUCTURES, THE CONTRACTOR SHALL PROVIDE, TO THE DESIGN ENGINEER FOR REVIEW, SHOP DRAWINGS AND
SUPPORTING STRUCTURAL CALCULATIONS SEALED BY A P.E. REGISTERED IN NORTH CAROLINA DEMONSTRATING THE PERTINENT VERTICAL
LOADS ARE SUPPORTED BY THE CONCRETE RISER STRUCTURE.
3. THE RISER BOX OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS 16" ON CENTER. STEPS SHALL BE PROVIDED ON THE INNER WALL OF
THE RISER BOX. STEPS SHALL BE IN ACCORDANCE WITH NCDOT STD. 840.66. SEE SHEET C9.07. PLEASE REFER TO SHEET C9.07 FOR LOCATION
OF THE RISER STEPS.
4. THE CONCRETE ANTI -FLOTATION BLOCKS SHALL BE PRECAST AS THE EXTENDED BASE OF THE RISER BOX DURING FABRICATION. THE
PRECAST BASE SHALL BE INCLUDED AS PART OF THE SHOP DRAWINGS THAT WILL BE SUBMITTED TO THE ENGINEER FOR REVIEW (SEE ITEM
2 ABOVE). IN LIEU OF A PRE -CAST BASE, THE CONTRACTOR MAY OPT TO CAST -IN -PLACE THE ANTI -FLOTATION BLOCK IN THE FIELD.
HOWEVER, PRIOR TO CONSTRUCTING THE CAST -IN -PLACE BASE, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR
REVIEW DENOTING THE FOLLOWING:
A. STEEL REINFORCEMENT
B. THE CONNECTION MECHANISM TO JOIN THE ANTI -FLOTATION BLOCK WITH THE RISER SECTION
5. IF THE ANTI -FLOTATION BLOCK IS PRECAST AS PART OF THE RISER BASE SECTION, THE ENTIRE PRECAST RISER BOX STRUCTURE SHALL HAVE
A SHIPPING WEIGHT OF XX LBS. THE STRUCTURE WEIGHT SHALL BE THE SHIPPING WEIGHT AND SHALL BE DETERMINED BY SUBTRACTING
THE WEIGHT OF THE FACTORY BLOCK OUT FROM THE GROSS STRUCTURE WEIGHT. THIS INFORMATION SHALL BE SHOWN ON THE SHOP
DRAWINGS SUBMITTED TO THE ENGINEER FOR REVIEW. IF THE CONTRACTOR OPTS TO CAST -IN -PLACE THE ANTI -FLOTATION BLOCK, THE
CONTRACTOR SHALL ENSURE THE WEIGHT OF THE ENTIRE RISER STRUCTURE IS EQUAL TO THE MINIMUM LISTED ABOVE.
6. THE RISER BOX JOINTS SHALL BE SEALED USING BUTYL RUBBER SEALANT CONFORMING TO ASTM-C990-LATEST. IF NECESSARY, THE
CONTRACTOR SHALL INCORPORATE A WATERSTOP INTO THE RISER BOX JOINT TO ENSURE A WATERTIGHT CONNECTION. THE CONTRACTOR
SHALL PARGE JOINTS ON BOTH THE INSIDE AND OUTSIDE WITH NON -SHRINK GROUT.
7. PRIOR TO ORDERING, THE CONTRACTOR SHALL SUBMIT TRASH RACK SHOP DRAWINGS TO THE ENGINEER FOR REVIEW. CONTRACTOR SHALL
ENSURE THAT AN ACCESS HATCH IS PROVIDED WITHIN THE TRASH RACK (SEE DETAIL FOR LOCATION) THAT WILL ALLOW FOR FUTURE
MAINTENANCE ACCESS. CONTRACTOR SHALL ALSO PROVIDE A CHAIN AND LOCK FOR SECURING THE ACCESS HATCH. NOTE THE ACCESS
HATCH SHALL LINE UP WITH THE ACCESS STEPS AFTER INSTALLATION.
8. ALL POURED CONCRETE SHALL MEET THE FOLLOWING SPECIFICATIONS UNLESS OTHERWISE NOTED:
-MINIMUM 3000 PSI (28 DAY)
-SLUMP = 3" - 5"
-ENTRAINED AIR = 5%- 7%
PLEASE NOTE NO CONCRETE SHALL BE POURED WHEN THE AMBIENT AIR TEMPERATURES ARE EXPECTED TO BE ABOVE 85°F OR BELOW
401. CAST -IN -PLACE CONCRETE SHALL BE "WET CURED" AFTER FINISHING FOR A MINIMUM OF 48 HOURS.
9. GEOTEXTILE FABRIC FOR THE 24"0 RCP OUTLET BARREL JOINTS SHALL BE MIRAFI 180N OR ENGINEER APPROVED EQUAL (NON -WOVEN
FABRIC). ON -SITE GEOTECHNICAL ENGINEER TO APPROVE FABRIC.
STATEMENT OF RESPONSIBILITY
1. ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THE STORMWATER MANAGEMENT FACILITIES SHALL BE THE RESPONSIBILITY OF THE
OWNER, PER THE EXECUTED OPERATION AND MAINTENANCE AGREEMENT FOR THIS FACILITY.
VELOCITY DISSIPATOR
NCDOT CLASS W RIPRAP
\ 121 X 7'W X 18" THICK / CLEANOUT UPTURN z z
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- - � � � BERM EL. = 575.00 /
EN PER NCDOT STD / / / / MINIMUM WIDTH = 2 FT
PRECAST RISER OUTLET STRUCTURE
SHAPE = SQUARE 838.80INV. OUT=570.90 / , / / / / (SEE DETAIL SHEET C9.06)
INTERNAL DIMENSIONS = 4 FT. x 4 FT.
TOP OF RISER = 575.80 / / / / / % / / INV IN = 576.00
6" 0 UNDERDRAIN PIPE = 572.50 / / / / / / / \ / / REFER TO C3.00 FOR
(2) 6"x24" ORIFICE = 574.30 / / / / J / / / ADDITIONAL INFORMATION /
IN OUT (24" 0 0-RING RCP) = 571.50 / / /` INCLUDING DISSIPATER
(SEE DETAIL ON SHEET C9.07) / / / / / / / / P / - / / / PAD DESIGN /
TOP OF DAM = 5 8-00 /
WASHED #2 STONE SHALL BE / Q (10-FT. WIDE MIN.) /
APPLIED TO ENTIRE SAND,"
\ FILTER AREA / / SAND
/ FILTER 11% SLOP
\ � I / / / 57
/ 3.Op - � -
/ /
\ 55 LF OF RIP -RAP FOREBAY
BERM EL. = 575.00
MINIMUM WIDTH = 2 FT
(SEE DETAIL SHEET C9.06)
` 10 LF 6"0 @ 0.00% ------
SOLID ADS N-12
PERFORATED ADS N-12
@ 0.00%SLOPE (MIN.)
----� (TYP.)
PRE-TREATMENT /
� � INV IN = 574.00 � �,S�O��
REFER TO C3.00 FOR ti(o SAND -BASED BERMUDA SOD TO BE INSTALLED IN
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ADDITIONAL INFORMATION �
INCLUDING DISSIPATER - - -- -- _ AND BERMS, TOP OF DAM, AND SIDE SLOPES
PAD DESIGN
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STORM CONTROL MEASURE "B" PLAN VIEW
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
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GRAPHIC SCALE
0 40 80 160
1 inch = 80 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-SW2
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE 1"=40'
DATE 12.21.2020
SHEET
STORMWATER CONTROL
MEASURE "6" PLAN VIEW
C9605

TOP OF DAM EL. = 578.00
100-YEAR STORM EL. = 576.62
50-YEAR STORM EL. = 576.37
25-YEAR STORM EL. = 576.14
10-YEAR STORM EL. = 575.82
RISER CREST EL. = 575.80
1-YEAR STORM EL. = 574.77
WATER QUALITY STORM EL. = 574.05
24"0 RCP INV. OUT EL. = 571.50
TRASH RACK COMPACTED BERM SECTION
(SEE DETAIL SHEET C9.06) (SEE BERM AND SOIL COMPACTION NOTES:
PRIMARY AND EMERGENCY PROPOSED GRADE SPECIFICATIONS ON SHEET C9.05)
SPILLWAY / \\ j\\ j\\ (.REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) THE DAM EMBANKMENT ONCE FINAL GRADES
��� CONCRETE COLLAR 3 / / AS SHOWN ON THE GRADING PLAN) HAVE BEEN ESTABLISHED WITH COMPACTED FILL. PRIOR TO TOPSOIL INSTALLATION, THE
(TO BE CONSTRUCTED IN 1 \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ CONTRACTOR SHALL SCARIFY THE TOP 2- TO HALL RANGE
OF THE BERMN SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH
THE FIELD BY THE CONTRACTOR, THE COMPACTED FILL. THE TOPSOIL DEPTH SHALL RANGE FROM 3 TO 4-INCHES ON THE DAM EMBANKMENT.
SEE DETAIL SHEET C9.07\\
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/ / / / / / / / SCDOT CLASS'B' RIPRAP
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\/\\\/\\\\\\\/ \\\\ 12'LX7'WX18"THICK
MINIMUM DIMENSIONS
(2) 0.5'x2.0' RECTANGULAR ORIFICE / // // D50 = 6"
INV. = 574.30 /\\ \\/ /\\/\ TO BE LINED WITH GEOTEXTILE
/ FABRIC OR EQUIVALENT
\/ \/ (SEE DETAIL ON SHEET C9.08)
\ \\/\\\\/\\/\\/\\//
`• • // // // // // // // // / / / / / / / / / / / / / / / / / / / / / / / / / / 6 MIN.
• • D \/\/\/\/\/\\/\\/\\/\\/�\ \\/5' MN \\\/ \\\ \\\ \\\ \\\ \\\ \\ 1' MIN. O O
• •
• •— — — — — — — — — — — — — — — — — — — — —
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• • p APPROXIMATE LOCATION OF
6" 0 PVC CLEANOUT
(SEE DETAIL)
6"0 PERFORATED ADS
N-12 DOUBLE WALL
HDPE UNDERDRAIN PIPE
@ 0.00% SLOPE
(PER AASHTO M252)
40 • • ` � EXISTING GROUND
• 55 LF CLASS III 24"0 O-RING RCP (ASTM C76-LATEST) @ 0.50%
O O O
��M. FLOW
O O O O
— — — — — — — — — — — — — — — — — — — — — — — — — —
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4 D \\/\/\/\/\/\/\/\/\/\/ / / / / / / /
//\//// \//\///\ \//\//\//\//\// //\//\//\//\ \//\//\
\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ \\/\\/\ /\\ \/\\/\\/\\/ /\\/\/\/\/\ \/\/\/\
CONCRETE
/\//\//\//\\\\\\// // // //\/ \/\ \/ /\/\/\/\\\\//\\ \\
o KEY TRENCH (SEE BERM AND SOIL
\ \ \ \ \ \ \ \ \ \ ANTI FLOTATION BLOCK \ \ \ \ \ \ \ \/\/\/ \/\/\ \\/\/\\ KK\/\/\/\/\\ \\ \/\/\/\/\/
SOLID ADS N 12 / COMPACTION SPECIFICATIONS j / / 5 MIN.
/\\/\\\\/\\/\\/\\ \ ON SHEET C9.05) \ \ \ \ \ \ \ /\ \ N\ `
\/\/\/\/
6"UNDERDRAIN PIPE
EL. = 571.50 CONTRACTOR SHALL FORM INVERT OF A DOUBLE LAYER OF NON -WOVEN
RISER STRUCTURE TO DRAIN POSITIVELY GEOTEXTILE FABRIC SHALL BE PLACED
TO INVERT OF OUTLET BARREL USING AROUND EACH JOINT OF EACH 24"0 O-RING RCP
NON -SHRINK GROUT BARREL IN 2' WIDE STRIPS CENTERED ON JOINT.
PERMANENT DAM CROSS SETION A -A
N.T.S.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
(v 11
V
Z
TOP OF RIPRAP BERM
ELEV = 575.00 6"0 SOLID WALL PVC CLEANOUTS (TYP.) w 00
SHALL HAVE A SECURELY FASTENED WATERPROOF CAP fV
SAND -BASED AND BE A MINIMUM OF 3" ABOVE THE SAND LAYER. LA
BERMUDA SOD TO BE THE CLEANOUTS SHALL BE CONNECTED TO THE 6"0 < z
INSTALLED IN THE PERFORATED SCHEDULE 40 OR SDR 35 SMOOTH WALL Z I= =
PROPOSED GRADE PRETREATMENT AREA 6" MIN #57 PVC UNDERDRAIN PIPES WITH A WYE-SECTION.
WASHED STONE 2 FT Z O
RIPRAP BERM THE TOP OF THE SAND FILTER MEDIA FILTER MEDIA W z � Q
NCDOT CLASS'B' RIPRAP 2 2 MUST BE PROTECTED. USE A FILTER (SEE CROSS SECTION AND O LL U
D50 8"
SPECIFICATIONS N =
= 1 0 o p o o p o o FABRIC WITH A LAYER OF WASHED #2 L.L
1% MINIMUM SLOPE —�
1 STONE ON TOP. PROVIDED) O
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FILTER BLANKET TO BE INSTALLED BETWEEN THE RIP
RAP AND SOIL FOUNDATION. THE FILTER BLANKET
WILL CONSIST OF A MINIMUM 4" THICK LAYER OF \ FLOW TO OUTLET STRUCTURE O
STONE (#57) UNDERLAIN WITH MIRAFI FILTER
WEAVE 700 OR APPROVED EQUIVALENT
\\�/ //, \//\//\//,vA/VA\V//V/\VAVVA\VA\VA/VA/VA/VA/v//�//v /
THE UNDERDRAIN COLLECTION SYSTEM SHOULD BE EQUIPPED WITH 6"0 MINIMUM
PERFORATED SCHEDULE 40 OR SDR 35 SMOOTH WALL PVC. PERFORATIONS SHALL BE
PER AASHTO M278 FOR PVC PIPE, AASHTO M252 DOUBLE WALL HDPE PIPE, OR BE
INCH IN DIAMETER SPACED 3 INCHES ON CENTER ALONG 2 LONGITUDINAL ROWS
THAT ARE SPACED 90° APART. THE PIPES SHALL HAVE A MINIMUM SLOPE OF 0.50%
AND A MAXIMUM SPACING OF 10 FEET ON CENTER.
NOTE: PRIOR TO CONSTRUCTION, THE ONSITE GEOTECHNICAL ENGINEER SHALL VERIFY THE FILTRATION AND PERMEABILITY ASPECTS OF
THE PROPOSED SAND FILTER MATERIALS. SPECIAL ATTENTION SHALL BE PAID TO PREVENT MIGRATION OF FINER SOIL PARTICLES
THROUGH UNDERLYING GRAVEL LAYERS.
SPECIFICATIONS/ TEST
MATERIAL
SIZE
NOTES
METHOD
SAND
CLEAN AASHTO-M-6 OR ASTM-C-33
0.02" TO 0.04"
SAND SUBSTITUTIONS SUCH AS DIABASE AND
CONCRETE SAND
GRAYSTONE #10 ARE NOT ACCEPTABLE. NO
CALCIUM CARBONATE OR DOLOMITIC SAND
SUBSTITUTIONS ARE ACCEPTABLE. NO "ROCK
DUST" CAN BE USED FOR SAND.
UNDERDRAIN GRAVEL
AASHTO-M-43
0.375" TO 0.75"
GEOTEXTILE FILTER FABRIC
ASTM-D-4833 (PUNCTURE
0.08" THICK
MUST MAINTAIN 125 GPM PER SQ. FT. FLOW
STRENGTH-125LB)
EQUIVALENT OPENING
RATE. GEOTEX 117F - WOVEN MONOFILAMENT
ASTM-D-4632 (TENSILE
SIZE OF #80 SIEVE
GEOTEXTILE OR APPROVED EQUIVALENT.
STRENGTH-300LB)
UNDERDRAIN PIPING
F 758, TYPE PS 25 OR
6" SCHEDULE 40 OR SDR
3/8" PERFORATIONS @ 6" ON CENTER, 4 HOLES
AASHTO-M-252
35 SMOOTH WALL PVC
PER ROW. MINIMUM OF 4" OF GRAVEL OVER
PIPES
SAND FILTER MATERIAL SPECIFICATIONS
N.T.S.
SAND FILTER PROFILE VIEW
N.T.S.
FINISHED GRADE
EL. 574.05 PANELLA TYPE CLEANOUT WITH
COUNTERSUNK HEAD
1.1' PONDING DEPTH PIPE SEAL GASKET
THE TOP OF THE SAND FILTER MEDIA
MUST BE PROTECTED. USE A FILTER
FABRIC WITH A LAYER OF WASHED #2
STONE ON TOP.
1411111111111
SAND MEDIA
NON -WOVEN GEOTEXTILE FILTER FABRIC
EL. 570.50
EL. VARIES
(PER AASHTO M252) "" """ "" """"
FILTER FABRIC
SAND FILTER CROSS SECTION
N.T.S.
R
T
FILTER FABRIC
SOLID SCHEDULE 40 OR
35 SMOOTH WALL PVC
*ABOVE DETAIL PROVIDED AS SCHEMATIC SCREW TOP P.V.C. WELL CAP ONLY
EACH OBSERVATION WELL/CLEANOUT SHALL INCLUDE THE FOLLOWING:
1. FOR AN UNDERGROUND FLUSH MOUNTED OBSERVATION WELL/CLEANOUT, PROVIDE A TUBE MADE OF
NON -CORROSIVE MATERIAL, SCHEDULE 40 OR EQUAL, AT LEAST THREE FEET LONG WITH AN INSIDE
DIAMETER OF AT LEAST 6 INCHES.
2. THE TUBE SHALL HAVE A FACTORY ATTACHED CAST IRON OR HIGH IMPACT PLASTIC COLLAR WITH RIBS TO
PREVENT ROTATION WHEN REMOVING SCREW TOP LID. THE SCREW TOP LID SHALL BE CAST IRON OR HIGH
IMPACT PLASTIC THAT WILL WITHSTAND ULTRAVIOLET RAYS.
CLEANOUT DETAIL
N.T.S.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
CARO
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-SW2
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE N/A
DATE 12.21.2020
SHEET
STORMWATER CONTROL
MEASURE "6" DETAILS
C9e06

7""0 GRADE 8 STAINLESS
STEEL CONCRETE LAG
SCREW
12" X 4" X z"
GALVANIZED STEEL
STRAP (4 PER RISER
JOINT)
3.0"
RISER JOINT CONNECTION DETAIL
N.T.S.
NOTES:
1. CONCRETE ANTI -FLOTATION BLOCK TO BE PROVIDED WITH MINIMUM TEMPERATURE AND
SHRINKAGE STEEL REINFORCEMENT.
2. TRASH RACKS NOT SHOWN FOR CLARITY.
3. CONTRACTOR SHALL PROVIDE A JOINT IN THE OUTLET BARREL NO MORE THAN 5-FT FROM
THE RISER.
0.5'x2.0' RECTANGULAR ORIFICE
INV. = 574.30
°
0.5'x2.0' RECTANGULAR
INV.
0.5'x2.0' RECTANGULAR ORIFICE
INV. = 574.30
6"0 PERFORATED ADS N-12 DOUBLE WALL HDf
UNDERDRAIN PIPE @ 0.00% SLOPE (MIN.) (PER AASH1
M252) FROM SAND FILTER (TYF
6"0 UNDERDRAIN
INV. = 5,
TE COLLAR
ONSTRUCTED IN THE FIELD BY
!TRACTOR
AIL)
STER SHALL PROVIDE A BLOCK OUT
iE 24"0 O-RING RCP
SHALL PROVIDE STEPS IN
_..�.... _ WITH NCDOT STD. 840.66.
STEPS SHALL BE PLACED AT 16" O.C.
(SEE DETAIL)
CONTRACTOR SHALL PROVIDE STEPS IN
ACCORDANCE WITH NCDOT STD. 840.66.
STEPS SHALL BE PLACED AT 16" O.C.
CONTRACTOR SHALL PROVIDE STEPS IN (SEE DETAIL)
5' ACCORDANCE WITH NCDOT STD. 840.66. '
4 STEPS SHALL BE PLACED AT 16" O.C.
n(SEE DETAIL) TOP OF RISER EL. = 575.80 n RISER TRASH RACK DETAIL
NOTES:
1. ALL REBAR TO BE #4
REBAR.
2. ALL REBAR AND ANGLES
TO BE HOT -DIPPED
GALVANIZED AND BE
PROVIDED WITH AN EPDXY
COATING.
3. THE HOT -DIPPED,
GALVANIZED 2%2%1 /4"
ANGLES SHALL BE WELDED
TO THE REBAR TRASH
RACK. ONCE WELDED, THE
ENTIRE ASSEMBLY SHALL
BE PLACED ONTO THE
RISER WITH ANGLES SITTING
DIRECTLY ON TOP OF
RISER.
4. CONTRACTOR SHALL
ANCHOR THE TRASH RACK
TO MANHOLE WALL WITH
FOUR 4%1 /4" CONCRETE
ANCHOR BOLTS THROUGH
ANGLES.
5. CONTRACTOR SHALL OMIT
OR ADJUST REBAR AS
NECESSARY TO ALLOW FOR
CONCRETE COLLAR.
6. ACCESS HATCH SHALL
ALIGN WITH STEPS IN
RISER.
7.0'
1.0' (TYP.)
I
9.9 LF
2%2%1 /4"
ANGLE THE BOLD / DASHED LINETYPE
DENOTES THE ACCESS HATCH
TO BE PROVIDED BY THE TRASH
RACK FABRICATOR PER OUTLET
STRUCTURE MATERIAL
SPECIFICATIONS (SHEET C9.07)
CONCRETE ANCHOR ^^'T
(TYP., SEE NOTE #
9.9 LF
2%2%1 /4"
ANGLE
9.9 LF
2%2%1 /4"
ANGLE
2.0'
CONCRETE ANCHOR BOLTI
(TYP., SEE NOTE #4)
FABRICATED HINGES FOR THE
2'x3' ACCESS HATCH. ACCESS
HATCH SHALL BE POSITIONED
OVER STEPS.
D
D
D p
D
°
°
D D
D
24"0 0-RING RCP
INV. = 571.50
6" UNDERDRAIN PIPE
INV. = 571.50
D
D
n
D
G
A
18"
C p DA D
D
C G
CONTRACTOR SHALL FORM INVERT OF
RISER STRUCTURE TO DRAIN
POSITIVELY TO INVERT OF OUTLET
CONCRETE
BARREL USING NON -SHRINK GROUT
ANTI -FLOTATION
BLOCK
4.3' 4.8'
0.5'x2.0' RECTANGULAR ORIFICE
INV. = 574.30
6"0 UNDERDRAIN PIPE
INV. = 571.50
INVERT EL. = 571.50
6"Q PERFORATED ADS N-12
DOUBLE WALL HDPE UNDERDRAIN
PIPE @ 0.00%SLOPE (MIN.)
(PER AASHTO M252)
FROM SAND FILTER
PERMANENT OUTLET STRUCTURE DETAILS
N.T.S.
m
NOTES:
INSTALL ALL STEPS PROTRUDING 4"
FROM INSIDE FACE OF STRUCTURE WALL.
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STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
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SANITARY SEWER MANHOLES.
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SHEET 1 OF 1
840.66
840.66
MAINTENANCE ACCESS STEPS
N.T.S.
CONCRETE COLLAR
(TO BE CONSTRUCTED IN THE FIELD BY
THE CONTRACTOR
D D D (SEE DETAIL)
7/
°D
O D °
D
p° 24"0 O-RING RCP
FLOW
° D ° D °D
D PRECASTER SHALL PROVIDE A BLOCK OUT
FOR THE 24"0 0-RING RCP
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p D p° ° D D D D° °D CONCRETE ANTI -FLOTATION BLOCK
° G
3"
CLEARANCE
TO OUTSIDE
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REBAR)
3.0'
1.0'
ANCHOR
DEPTH
5.0'
3" CLEARANCE
TO OUTSIDE OF
#4 REBAR)
3" CLEARANCE
TO OUTSIDE OF
#4 REBAR)
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3" ANCHOR DEPTH
1' DEPTH
PRECAST - -
STRUCTURE WALL
#4 REBAR ANCHORS. -
CONTRACTOR SHALL
DRILL INTO PRECAST
STRUCTURE WALL AND
SET ANCHORS USING
EPDXY GROUT
4" 3.8' 4"
(CENTER TO I (CENTER TO (CENTER TO
CENTER) CENTER) CENTER)
FRONT VIEW CONCRETE ANTI -FLOTATION
BLOCK
CONCRETE COLLAR DETAIL
N.T.S.
a 24" 0-RING
RCP
4 ,
3000 PSI CONCRETE COLLAR
(MIN. 28 DAY STRENGTH)
3" CLEARANCE
TO OUTSIDE OF
#4 REBAR)
<II 12" ANCHOR DEPTH
5.5" CENTER TO
CENTER
I #4 REBAR ANCHORS.
3" CLEARANCE CONTRACTOR SHALL DRILL
TO OUTSIDE OF INTO PRECAST BASE AND SET
#4 REBAR) ANCHORS USING EPDXY GROUT
SIDE VIEW
CONCRETE ANTI -FLOTATION
NOTES: BLOCK
1. ALL REBAR TO BE #4 REBAR.
2. WRAP OUTSIDE OF PIPE WITH VOLCLAY WATERSTOP-RX® 101 (OR PRE -APPROVED EQUIVALENT) AT THE
FACE OF THE PRECAST STRUCTURE WALL. PROVIDE 6" OVER LAP ON THE BOTTOM OF THE PIPE.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS 1
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-SW2
CHECKED BY MDD
DRAWN BY CEG, APM
SCALE N/A
DATE 12.21.2020
SHEET
STORMWATER CONTROL
MEASURE "6" DETAILS
C9e06
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

CONTRACTOR SHALL PR01
STEEL CLAMP TO INSUR
WATERTIGHT SEAL BETWEEN
SPILLWAY FILTER NON -WC
FILTER FABRIC AND
0-RING RCP OUTLET BAR
4'
NO. 67 WASHED STONE
ENCASED IN NON -WOVEN
FILTER FABRIC (MIRAFI
180N OR EQUIVALENT)
z En.
VARMIT GUARD ON DOWNSTREAM SIDE AND
GALVANIZED HARDWARE CLOTH ON UPSTREAM
SIDE ()/4" MAXIMUM OPENINGS). VARMINT GUARD
SHALL BE HAVILAND BRAND STEEL FINGER TYPE
OR ENGINEER APPROVED EQUIVALENT.
PROPOSED GRADE
I���IIIf =11I,;';7M
24"0 0-RING RCP
FLOW
a ° 4 . E N
`------° ^----.--.
< , 4A.
a°A °
NO. 67 WASHED STONE
ENCASED IN NON -WOVEN
FILTER FABRIC (MIRAFI 180N
OR EQUIVALENT). FILTER
FABRIC OVERLAP TO BE A
MINIMUM 2' IN THE
DOWNSTREAM DIRECTION.
CONTRACTOR SHALL PROVIDE STEEL CLAMP TO
INSURE A WATERTIGHT SEAL BETWEEN THE
SPILLWAY FILTER NON -WOVEN FILTER FABRIC
AND 24"0 0-RING RCP OUTLET BARREL
ENDWALL PER
6" MIN. NCDOT STD. 838.80
1' MIN.
SPILLWAY FILTER DETAIL
N.T.S.
ENDWALL PER
NCDOT STD. 838.80
(2) 4" PERFORAI��,
CORRUGATED HDPE PIPE (ADS
N-12 OR APPROVED
EQUIVALENT)
IV V. V/ YY/'1J1 ILV JI VIVL
ENCASED IN NON -WOVEN
FILTER FABRIC (MIRAFI 180N
OR EQUIVALENT)
4.75'
CORRUGATED
HDPE PIPE (ADS N-12 OR
APPROVED EQUIVALENT)
ENDWALL PER
NCDOT STD. 838.80
24"0 O-RING RCP —
A
NOTES:
1. A FILTER BLANKET IS TO BE INSTALLED
BETWEEN THE RIPRAP AND SOIL
FOUNDATION. THE FILTER BLANKET WILL
CONSIST OF A MINIMUM 4" THICK LAYER
OF STONE (NCDOT#57) UNDERLAIN
WITH MIRAFI FILTER WEAVE 700 OR
APPROVED EQUIVALENT
24"0 O-RING RCP
FILTER BLANKET
(SEE NOTE)
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0
6'
ENDWALL PER
NCDOT STD. 838.80
SECTION A -A
NCDOT CLASS "B" RIPRAP I
61 x 7'W x 22" THICK
LAYER OF
CLASS "B" RIPRAP
T4" FILTER BLANKET
T
OUTLET BARREL VELOCITY DISSIPATOR
N.T.S.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS ( A
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-SW2
CHECKED BY
MDD
DRAWN BY
CEG, APM
SCALE
N/A
DATE
12.21.2020
SHEET
STORMWATER CONTROL
MEASURE "B" DETAILS
C9e06
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

TREE PLANTING SUMMARY
TREE SAVE:
TOTAL SITE ACREAGE: +/- 46.95 AC
TREE SAVE AREA REQUIRED: +/- 4.70 AC (+/-10.0%)
TREE SAVE AREA PROVIDED: +/- 9.45 AC (+/-20.1%)
TOTAL OPEN SPACE ACREAGE:
+/- 12.08 AC (+/- 25.7%)
PARK
REQUIRED: 2.35 AC
PROVIDED: +/-2.31 AC
OPEN SPACE
REQUIRED: 3.52 AC
PROVIDED: +/-9.45 AC
STREET TREE REQUIREMENTS:
STREET TREES WILL BE PLANTED AS FOLLOWS:
1 LARGE MATURING TREE EVERY 50 OF LINEAR
FOOT OF PUBLIC ROAD FRONTAGE.
** BASED ON DEVELOPER'S AGREEMENT:
SITE WILL PROVIDE 1 TREE PER LOT IN
THE PUBLIC STREET TREE EASMENT
DREW LN FRONTAGE = 1499'
TREES REQUIRED = 1499/50 = 30 TREES
STREET B FRONTAGE = 2599'
TREES REQUIRED = 2599/50 = 52 TREES
TOTAL NEW TREES PROVIDED 128
PANT SCHEDULE CODE PANTING
CANOPY TREES CODE QTY COMMON NAME BOTANICAL NAME
+ LSA 12 American Sweet Gum Liquidambar styraciflua
+ LTT 19 Tulip Tree Liriodendron tulipifera
• NSS 24 Sour Gum Nyssa sylvatica
• QSS 10 Shumard Red Oak Quercus shumardii
• QVS 29 Southern Live Oak Quercus virginiona
+ UAP 33 American Elm Ulmus americana 'Princeton'
CAL HEIGHT CONT
3" 8' Min. B&B
3" 8' Min. B&B
3" 8' Min. B&B
3" 8' Min. B&B
3" 8'
Min.
B&B
3" 8'
Min.
B&B
SITE LEGEND
SIGNAGE
STREET LIGHTS
LIGHT POLE
POWER POLE
PHASE LINE
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
- - - -
LOT LINE
— —
EASEMENT LINE
CENTERLINE
HEAVY DUTY
ASPHALT PAVEMENT
+ + + + + + + + TREE SAVE
OPEN SPACE
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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ZONING: R-20 �/ i
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63 62 61 60 59 58 57 56 55 %V
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EXISTING EDGE ® / L-1I I + + + + + + + + z
NOW OR FORMERLY OF PAVEMENT
JOHNA L & GAYS R LITTLE 6 I
D.B. 3987, PG 023 / ® /7/ �� /� - _ _ _ + +_ 043 + + + + + + + + 0
PARCEL 02239226 p. 6 _ - ram' + ± - +_ - —
ZONING: R-20 - + ----— - --- - —
PARK — — — + + + + + + + + + U
NOW OR FORMERLY 0.37 AC/ _ - - :- _� ® + + + + + + + + +
WALKER & CORINNA VALLANCOURT '® ® ® %/� + + + + + + + + +
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II I'I
F-1 F-1 F-1 + + + + + +
ZONING:R320
1 -1 .2 El 6
NOW OR FORMERLY
DEBORAH WARE
D.B. 4104, PG 612
PARCEL 02239237
ZONING: R-20
Know what's below.
Call before you dig.
STREET "6"
(57' PUBLIC R/W)
NOW OR FORMERLY \­ PROPERTY LINE
NELSON REID PH(FQROR FORREYPOY
D.B. 1867, P%059)N REID PHIFER
PARCEL 0220$p132 1867, PG 258
ZONING: RA-4)01RCEL 02208012
ZONING: RA-40
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
c THE JOHN R.*-
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= � ?COMPANY, INC.? �o
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C-0293
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e� 12/21/202tja
REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME
TRU19030-LS1
CHECKED BY
DLL
DRAWN BY
ASB
SCALE
1"=100'
DATE
12.21.2020
SHEET
OVERALL CODE
PLANTING PLAN
L5e00
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

NOW OR FORMERLY
ELIA HELMY FAHEEM &
ZAKI MARIANA EX. FENCE
D.B. 7151, PG 561
PARCEL 02239206 —
ZONING: R-20
EX. LOT ❑
NOW OR FORMERLY
EDDIE B & SONYA T GADDY
D.B. 4084, PG 413
PARCEL 02239205
ZONING: R-20
EX. RIGHT OF WAY
NOW OR FORMERLY
MARK A & KRISTIN ROZELLE NOW OR FORMERLY EX. TREELINE
D.B. 4558, PG 603 IH BORROWER LP
PARCEL 02239203 I D.B. 7265, PG 320
ZONING: R-20 PARCEL 02239204
IZONING: R-20
EXISTING
EX
G L E N C R O FT D R . SEWER LINE
(50' PUBLIC R/W) EX. SIDEWALK
EX. BACK OF CURB
NOW OR FORMERLY EX. SIGN EX. EDGE OF PAVEMENT
JOHNA L & GAYS R LITTLE
D.B. 3987, PG 023 EX. SS MANHOLE
1
PARCEL 02239226 EX. TRANSFORMER
ZONING: R-20 EX. WATER VALVE /
EX. POWER POLE I
NOW OR FORMERLY
WALKER & CORINNA VALLANCOURT
D.B. 6646, PG 023 ,
PARCEL 02239226
ZONING: R-20
EX. CATCH BASIN
EX. WATER METER
EX. WATER METER —\ EX. SS CLEANOUT
EX. DRIVEWAY
NOW OR FORMERLY
DEBORAH WARE
D.B. 4104, PG 612
PARCEL 02239237
ZONING: R-20
Know what's below.
Call before you dig.
,y
EX. BUILDING
EX. STORM DRAINAGE
LINE
EX. BUSH
PROPERTY INE
EX. FLARED END SECTION
O NOW OR FORMERLY
SHAWNA D POLK
D.B. 47 LOT LINE (TYP.)
PAR L 02239238
NING: R-20
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
pAI �T STRIP/NG
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PARK
f0.37 AC
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OPEN SPACE
t2.29 AC
VAA
APPROXIMATE LOCATION
OF WALKING TRAIL (TYP.)
SEE SHEET L5.02
SITE
LEGEND
v
SIGNAGE
STREET LIGHTS
LIGHT POLE
POWER POLE
TRAFFIC DIRECTIONAL ARROW
ACC
ACCESSIBLE PARKING STALL
VAN
VAN ACCESSIBLE PARKING STALL
XX
PARKING SPACE COUNT
7
ACCESSIBLE RAMPS
TYPE AQ
TYPE © TYPE QC
0000000000
ACCESSIBLE ROUTE
PHASE LINE
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
LOT LINE
—
—
EASEMENT LINE
CENTERLINE
HEAVY DUTY
ASPHALT PAVEMENT
TREE SAVE
OPEN SPACE
POND
'T'
STREET "A"
(57' PUBLIC R/W)
m
63 62 61 60 59 58 57 56 55 0
64 J
W
W
W
G — + + '? + + Cy + 3 + cn
/ +13' PLAN INGi ST P —
CENjERLINE (TYP.) yam.
PARK
t1.94 AC
F7 I I __1 I
76 77 78 79 80
73 81
74 75
I/
COMMON OPEN SPACE
t2.74 AC
W
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-LS1
CHECKED BY
DLL
DRAWN BY
ASB
SCALE
1"=50'
DATE
12.21.2020
SHEET
CODE PLANTING
PLAN -NORTH
L5e0l

Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
CTD C CT If D 11
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ACC
VAN
xx
7
TYPE AQ TYPE © TYPE
SIGNAGE
STREET LIGHTS
LIGHT POLE
POWER POLE
TRAFFIC DIRECTIONAL ARROW
ACCESSIBLE PARKING STALL
VAN ACCESSIBLE PARKING STALL
PARKING SPACE COUNT
ACCESSIBLE RAMPS
0000000000 ACCESSIBLE ROUTE
wilmilmilmlimilm
PHASE LINE
PROPERTY LINE
RIGHT—OF—WAY LINE
LOT LINE
EASEMENT LINE
CENTERLINE
HEAVY DUTY
ASPHALT PAVEMENT
TREE SAVE
)PEN SPACE
0
J
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GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME TRU19030-LS1
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
DLL
ASB
1"=50-
12.21.2020
CODE PLANTING
PLAN -SOUTH
L5e0
2
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

O'y
STREET "A"
(57' PUBLIC R/W)
02239
Z�N
CE /Nc 007
COMMON OPEN SPA 8 6
t1.9
/ 87
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APPROXIMATE LOCATION _
OF WALKING TRAIL (TYP.
COMMON OPEN SPACE
t2.74 AC \
—
)0000° °OO00000°° °0ooa000
------
27
28 29 30 31
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "SC811" (811) OR (1-800-721-7877) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "SC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
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-STREET "B"
(57' PUBLIC R/W)
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1 I 44
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t7.16 AC
41
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000.011
11110,000
00,
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EX. LOT
SITE
LEGEND
v
SIGNAGE
STREET LIGHTS
LIGHT POLE
POWER POLE
TRAFFIC DIRECTIONAL ARROW
ACC
ACCESSIBLE PARKING STALL
VAN
VAN ACCESSIBLE PARKING STALL
XX
PARKING SPACE COUNT
ACCESSIBLE RAMPS
TYPE AQ
TYPE © TYPE QC
0000000000
ACCESSIBLE ROUTE
PHASE LINE
— —
PROPERTY LINE
— — —
RIGHT—OF—WAY LINE
LOT LINE
—
—
EASEMENT LINE
CENTERLINE
HEAVY DUTY
ASPHALT PAVEMENT
T
T++++++
T T T T T
TREE SAVE
OPEN SPACE
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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e� 12/21/202(°
REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO.
TRU-19030
FILENAME
TRU19030-LS1
CHECKED BY
DLL
DRAWN BY
ASB
SCALE
1"=50'
DATE
12.21.2020
SHEET
CODE PLANTING
PLAN -EAST
L5e0
3
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

GENERAL LANDSCAPE NOTES:
1. ALL MATERIALS AND METHODS F CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
TOWN OF WINGATE AND THE STATE OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
2. CONTRACTOR IS RESPONSIBLE FOR THE SITE INSPECTION BEFORE LANDSCAPE
CONSTRUCTION AND INSTALLATION IN ORDER TO BECOME FAMILIAR WITH THE EXISTING
CONDITIONS.
3. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
BEFORE BEGINNING DEMOLITION OR INSTALLATION.
4. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE
NOTES, SPECIFICATIONS, DRAWINGS OR SITE CONDITIONS FOR RESOLUTION PRIOR TO
INSTALLATION.
5. ANY DAMAGE TO UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
6. THIS PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING BUILDINGS,
GRADING, WALLS, ETC., REFER TO ARCHITECTURE, SITE AND GRADING PLANS.
7. VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE PLANT SCHEDULE SHALL BE
THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.
8. CONTRACTOR TO ENSURE PROPER STABILIZATION AND SEEDING OF THE SITE IN
ACCORDANCE WITH APPLICABLE REGULATIONS.
9. LANDSCAPE MATERIAL SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH
GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM DAMAGE, INSECTS
AND DISEASES. MATERIAL SHALL EQUAL OR SURPASS #1 QUALITY AS DEFINED IN THE
CURRENT ISSUE OF "AMERICAN STANDARD FOR NURSERY STOCK" AS PUBLISHED BY THE
AMERICAN NURSERY & LANDSCAPE ASSOCIATION.
10. ALL PLANT MATERIAL IS TO BE CAREFULLY HANDLED BY THE ROOT BALL, NOT THE TRUNK,
BRANCHES AND/OR FOLIAGE OF THE PLANT. MISHANDLED PLANT MATERIAL MAY BE
REJECTED BY THE LANDSCAPE ARCHITECT.
11. ALL PLANT MATERIAL IS TO BE WELL ROOTED, NOT ROOT BOUND, SUCH THAT THE ROOT
BALL REMAINS INTACT THROUGHOUT THE PLANTING PROCESS. DEFICIENT PLANT MATERIAL
MAY BE REJECTED BY THE LANDSCAPE ARCHITECT OR OWNER.
12. ALL PLANTS TO BE A MINIMUM OF WHAT IS SPECIFIED IN THE PLANT SCHEDULE. ANY
CHANGES OR SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND
GOVERNING JURISDICTION PRIOR TO ANY HOLE BEING DUG.
13. ALL LANDSCAPE BEDS SHALL BE MULCHED WITH DOUBLE -SHREDDED HARDWOOD MULCH
TO A DEPTH OF 3" ONCE PLANTING IS COMPLETE. CONTRACTOR TO COORDINATE WITH
OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT TO ESTABLISH THE EXTENTS OF
MULCH/SEED/SOD IF NOT SPECIFICALLY SHOWN ON PLANS.
14. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL PLANTING AREAS.
15. PROPOSED TREES TO BE PLANTED A MINIMUM 10 FEET FROM ANY LIGHT POLE AS
MEASURED FROM TRUNK OF THE TREE TO THE POLE.
16. PROPOSED TREES TO BE PLANTED A MINIMUM 5 FEET FROM ANY FIRE HYDRANT AS
MEASURED FROM TRUNK OF THE TREE TO THE HYDRANT.
17. CONTRACTOR SHALL COMPLETE SOIL TEST IN ALL PLANTING AREAS TO DETERMINE SOIL
AMENDMENT REQUIREMENTS UNLESS WAIVED BY OWNER'S REPRESENTATIVE.
CONTRACTOR SHALL ADJUST PH AND FERTILITY BASED UPON THE SOIL TEST RESULTS.
18. TOPSOIL SHALL BE FREE OF MATERIAL LARGER THAN 1.0 INCH IN DIAMETER OR LENGTH
AND SHALL NOT CONTAIN SLAG, CINDERS, STONES, LUMPS OF SOIL, STICKS, ROOTS, TRASH,
OR OTHER EXTRANEOUS MATERIAL.
19. LOOSEN SUBGRADE / SURFACE SOIL TO A MINIMUM DEPTH OF 6 INCHES. APPLY SOIL
AMENDMENTS AND FERTILIZERS AS REQUIRED BY THE SOIL TEST RESULTS TO ACHIEVE A
HEALTHY GROWING MEDIA AND MIX THOROUGHLY INTO TOP 4 INCHES OF SOIL. SPREAD
PLANTING SOIL MIX TO A DEPTH OF 6 INCHES BUT NOT LESS THAN REQUIRED TO MEET
FINISH GRADES AFTER NATURAL SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR
SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET.
20. IF IMPORTED TOPSOIL IS REQUIRED, THE SUBGRADE SHALL BE SCARIFIED OR TILLED TO A
DEPTH OF AT LEAST 6 INCHES PRIOR TO INSTALLATION OF IMPORTED TOPSOIL. FOLLOWING
INSTALLATION OF IMPORTED TOPSOIL, THE TOPSOIL SHALL BE TILLED TO INTEGRATE THE
SOIL PROFILES.
21. PLANT MATERIALS ARE TO BE GUARANTEED FOR A PERIOD OF 12 MONTHS. PLANT
MATERIALS WHICH REMAIN UNHEALTHY WILL BE REPLACED BY THE LANDSCAPE
CONTRACTOR BEFORE THE EXPIRATION OF THE GUARANTEE PERIOD OR IMMEDIATELY IF SO
DIRECTED BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT.
22. ALL TREE PLANTINGS SHALL BE MULCHED TO A DEPTH OF 3 INCHES, AND WITH A MINIMUM
3 FOOT RADIUS FROM BASE OF TREE OR TO DRIPLINE. MULCH SHALL BE FREE OF TRASH
AND MAINTAINED WEED FREE. MULCH SHALL NOT COVER THE ROOT FLARE. CONFIRM
MULCH SPECIFICATIONS WITH OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT.
23. DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY. PROTECT BARK, BRANCHES, AND
ROOT SYSTEMS FROM SUN SCALD, DRYING, SWEATING, WHIPPING, AND OTHER HANDLING
AND TYING DAMAGE. DO NOT BEND OR BIND -TIE TREES OR SHRUBS IN SUCH A MANNER AS
TO DESTROY THEIR NATURAL SHAPE. PROVIDE PROTECTIVE COVERING OF EXTERIOR PLANTS
DURING DELIVERY. DO NOT DROP EXTERIOR PLANTS DURING DELIVERY AND HANDLING.
24. DELIVER EXTERIOR PLANTS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED
AND INSTALL IMMEDIATELY. IMMEDIATELY AFTER UNLOADING, STAND THE TREES UP TO
REDUCE THE RISK OF SUN SCALD. PROPERLY STAGED TREES ARE STANDING, UNTIED AND
SPACED. UNLESS IMMEDIATELY INSTALLED, SET EXTERIOR PLANTS AND TREES IN SHADE,
PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST.
25. SEE LANDSCAPE DETAILS FOR TREE STAKING REQUIREMENTS.
26. EXCAVATE EDGES OF ALL PLANTING BEDS TO 2 INCH DEPTH TO FORM A NEAT AND CRISP
DEFINITION.
27. CONTRACTOR SHALL REMOVE DEBRIS AND FINE GRADE ALL PLANTING AREAS PRIOR TO
INSTALLATION.
28. REMOVE GUY WIRES AND STAKES AT END OF WARRANTY PERIOD OR ESTABLISHMENT.
29. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH
LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF FINISH
ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH
GRADES. LIMIT FINISHED GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE
FUTURE.
TRUNK FLARE AND TOP OF ROOT
BALL SHOULD BE 2" ABOVE
FINISHED GRADE AFTER SETTLING
WIDTH OF PLANTING HOLE SHALL
BE 3 TIMES THE ROOT BALL
DIAMETER IN HIGHLY COMPACTED
OR CLAY SOIL; 2 TIMES THE
ROOT BALL DIAMETER MINIMUM
IN ALL OTHERS.
DIG WIDE PLANTING HOLE WITH-
TAPERED SIDES
CUT BURLAP, ROPE AND WIRE -------
BASKET AWAY FROM TOP AND
SIDES OF ROOT BALL AND REMOVE
DURING BACKFILL PROCESS.
SET ROOT BALL ON UNDISTURBED SOIL
TO PREVENT SETTLING
0 TREE INSTALLATION
SCALE: 3/8"=1'-0"
PRUNE PROPORTIONALLY TO COMPENSATE -
FOR REDUCTION OF ROOTS AND TO
PROMOTE NATURAL CHARACTER OF GROWTH
3" (8 CM) HARDWOOD MULCH; DO
NOT PLACE MULCH WITHIN 3" OF
TRUNK/STEM.
FORM 2- DEEP SAUCER
PLANTING SOIL MIX BACKFILL TO BE -
COMPACTED BY SOAKING WITH WATER
AND OR LIGHTLY HAND TAMPED.
n'2 SHRUB INSTALLATION
Vtm# SCALE: 3/8"=1'-0"
2
IF STAKING IS NECESSARY, USE
TWO OPPOSING STAKES WITH
SEPARATE FLEXIBLE TIES. REMOVE
STAKING AT END OF FIRST
GROWING SEASON.
4" (10 CM) RAISED RING OF SOIL
TO DIRECT WATER INTO ROOT BALL
- ESPECIALLY IMPORTANT IF TOP
OF ROOT BALL IS RAISED ABOVE
GRADE.
3" (8 CM) HARDWOOD MULCH; DO
NOT PLACE MULCH WITHIN 3" OF
TREE TRUNK.
EXTEND STAKES INTO
UNDISTURBED SOIL
4"-6" (10-15 CM) DEEPER THAN
ROOT BALL FOR LOWERED PLANTING
HOLE AS NEEDED WITH POOR
DRAINAGE.
TO STABILIZE, COMPACT A PLANTING
SOIL MIX BACKFILL AROUND ROOT BALL;
COMPACT SOIL BY SOAKING WITH WATER
AND OR LIGHTLY HAND TAMPING.
NOTES:
1. SELECT TREES THAT HAVE: STRONG CENTRAL
LEADER; CROWN WITH FULL FOLIAGE; ARE
GROWN IN HEAVY CLAY SOIL WITH DRIP
IRRIGATION.
2. BEFORE INSTALLING PLANTING SOIL MIX
BACKFILL AROUND ROOT BALL, BE SURE TO
SOAK HOLE TO CONFIRM WATER FILTERS
THROUGH UNDISTURBED SOIL. DESIGN
ALTERNATIVE DRAINAGE SYSTEM IF REQUIRED.
3. A SOIL EXPERT CAN BE CONSULTED TO
HELP MODIFY AND FERTILIZE TOPSOIL TO
CREATE AN ACCEPTABLE PLANTING SOIL MIX
FOR THE SITE CONDITIONS AND SPECIFIC
TREE SPECIES.
4. IF USING CONTAINER GROWN TREES, USE
FINGERS OR SMALL HAND TOOLS TO PULL
ROOTS OUT OF THE OUTER LAYER OF
POTTING SOIL; THEN CUT OR PULL APART
ANY ROOTS CIRCLING THE PERIMETER OF
THE CONTAINER.
5. THOROUGHLY SOAK THE TREE ROOT BALL
AND ADJACENT PREPARED SOIL SEVERAL
TIMES DURING THE FIRST MONTH AFTER
PLANTING AND DURING DRY PERIODS.
TOP OF ROOT BALL SHALL BE 1"
HIGHER THAN ADJACENT FINISHED
GRADE.
CUT & REMOVE BURLAP FROM
1/3 OF ROOT BALL
6" MIN.
PLANTING SOIL MIX TO BE
//x//�//� i TAMPED TO AVOID SETTLING
SUBSOIL BROKEN
WITH PICK
WIDTH OF PLANTING HOLE SHALL BE 3
TIMES THE ROOT BALL DIAMETER IN
HIGHLY COMPACTED OR CLAY SOIL; 2
TWICE ROOT BALL TIMES THE ROOT BALL DIAMETER MINIMUM
IN ALL OTHERS
WIDTH MIN.
SET TRUNK PLUMB
WOOD STAKE GROUND
ANCHOR DRIVEN INTO
SUBGRADE
COMPACT PLANT MIX TO
PREVENT SETTLING
LOOSEN SUBGRADE AND
REMOVE IMPERVIOUS
DEBRIS
NOTES:
1. EVERGREEN TREES 2" CAL. OR SMALLER TO BE STAKED.
2. STAKING BASIS OF DESIGN PRODUCT: ARBORTIE OR APPROVED EQUAL.
3. STAKING TO BE REMOVED AFTER 2 GROWING SEASONS PER MANUFACTURER'S SPECIFICATIONS.
4. PROVIDE WATER CRYSTALS PER MANUFACTURER'S RECOMMENDATIONS FOR PINE TREES.
no) EVERGREEN TREE INSTALLATION
V ` SCALE: 3/8"=1'-0"
120'
TYP.
E
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McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293
WWW.mcadamsco.com
CLIENT
KEITH FENN
TRUE HOMES
2649 BREKONRIDGE CENTRE DR
MONROE, NORTH CAROLINA, 28110
PHONE: [phone]
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. TRU-19030
FILENAME
TRU19030-LS1
CHECKED BY
DLL
DRAWN BY
ASB
SCALE
AS SHOWN
DATE
12.21.2020
SHEET
LANDSCAPE DETAILS
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
L5w04