SW8220808_Approved Plans_20220826

COUNTY AND AGENCY CONTACTS
A. Onslow County
Planning and Development Office
234 NW Corridor Boulevard
Jacksonville, NC 28540
[phone]
Contact: Carter Metcalf
Email: [e-mail]
B. Pluris Holdings, LLC
1095 NC Highway 210
Sneads Ferry, NC 28460
[phone]
Contact: Randy Hoffer
Email: [e-mail]
C. ONWASA
228 Georgetown Road
Jacksonville, NC 28540
[phone]
Contact: Wynne Ray
Email: [e-mail]
D. NCDEQ
Division of Water Resources
Public Water Supply Section
1634 Mail Service Center
Raleigh, NC 27699-1634
[phone]
Contact: Shashi Bhatta
Email: [e-mail]
PROTECT DATA
NAME OF PROJECT:
COMET - SNEADS FERRY
HIGHWAY 210, SNEADS FERRY
ONSLOW COUNTY
NORTH CAROLINA
OWNERS:
MAIN PARCEL:
OCTAGON OF NC, INC
PO BOX 1570
JACKSONVILLE, NC 28541
VILLAGE DRIVE PARCEL:
WHITE HATS, INC
2505 HENDERSON DRIVE
JACKSONVILLE, NC 28456
- SNEADS
SNEADS FERRY, NC
AUGUST 1st, 2022
STORMWATER AND ROSION
MCKIM & CREED, INC.
CIVIL ENGINEER
243 North Front Street
Wilmington, NC 28401
Phone: [phone]
Drew Hatcher, PE
[e-mail]
LANDSCAPE ARCHITECT
243 North Front Street
Wilmington, NC 28401
Phone: [phone]
Amanda MacLeod, PLA
[e-mail]
PROFESSIONAL LAND SURVEYOR
243 North Front Street
Wilmington, NC 28401
Phone: [phone]
Ryan Lockhart, PLS
[e-mail]
PREPARED BY:
MCKIM & CREED, INC
243 NORTH FRONT ST
WILMINGTON, NC 28401
PHONE: [phone]
CONTACT: DREW HATCHER, PE
EMAIL:
[e-mail]
FIRE DISTRICT:
TURKEY CREEK
ISO RATING - 4
CONTROL SUBMITTAL
PRELIMINARY - DO NOT USE
v
v!
FOR CONSTRUCTION
MCIUM&CREiED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
License: F-1222
www.mckimcreed.com
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BY.- U
Sheet List Table
Sheet Number
Sheet Title
Sheet Description
1
G-001
COVER
2
G-002
GENERAL NOTES
3
CX-100
EXISTING CONDITIONS
4
CX-101
SITE DEMOLITION PLAN
5
CE-101
SEDIMENT AND EROSION CONTROL
PHASE 1
6
CE-102
SEDIMENT AND EROSION CONTROL
PHASE 2
7
CS-100
OVERALL SITE PLAN
8
CS-101
SITE PLAN ENLARGEMENT
9
CS-102
SITE PLAN ENLARGEMENT
13
CG-100
OVERALL GRADING PLAN
14
CG-101
GRADING PLAN ENLARGEMENT
15
CG-102
GRADING PLAN ENLARGEMENT
16
CG-103
STORM DRAINAGE ENLARGEMENT
17
CG-104
STORM DRAINAGE ENLARGEMENT
18
CL-100
OVERALL LANDSCAPE PLAN
19
CL-101
LANDSCAPE PLAN ENLARGEMENT
20
CL-102
LANDSCAPE PLAN ENLARGEMENT
23
CS-501
TRASH COMPACTOR SCREEN DETAIL
24
CS-502
SITE DETAILS
25
CE-501
EROSION CONTROL DETAILS
26
CE-502
EROSION CONTROL DETAILS
27
CE-503
EROSION CONTROL DETAILS
28
CU-501
UTILITY DETAILS
29
CU-502
UTILITY DETAILS
30
CU-503
UTILITY DETAILS
31
CU-504
UTILITY DETAILS
32
CU-505
UTILITY DETAILS
33
CU-506
UTILITY DETAILS
34
CU-507
UTILITY DETAILS
35
CL-501
LANDSCAPE DETAILS
36
CN-501
STORM DRAINAGE DETAILS
37
CN-502
STORM DRAINAGE DETAILS
38
CN-503
STORM DRAINAGE DETAILS
39
CN-504
STORM DRAINAGE DETAILS
40
CN-505
STORM DRAINAGE DETAILS
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CONSTRUCTION NOTES
1. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH ONSLOW COUNTY
ORDINANCES, ONWASA SPECIFICATIONS AND DETAILS, AND PLURIS SPECIFICATIONS AND
DETAILS.
2. CONTRACTOR IS FULLY RESPONSIBLE FOR ACQUIRING THE LOCATION OF EXISTING
UTILITIES FROM THE APPROPRIATE PARTIES PRIOR TO CONSTRUCTION.
3. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAGMEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC.
4. THESE DRAWINGS SHOW INFORMATION OBTAINED FROM THE AVAILABLE RECORDS
REGARDING PIPES, CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES AND
CONDITIONS WHICH EXIST ALONG THE LINES OF WORK AND BELOW THE SURFACE OF THE
GROUND. THE OWNER AND ENGINEER DISCLAIM ANY RESPONSIBILITIES FOR THE
ACCURACY OR COMPLETENESS OF SAID INFORMATION, AND SUCH INFORMATION IS
BEING SHOWN ONLY FOR THE CONVENIENCE OF THE CONTRACTOR WHO MUST VERIFY
THE INFORMATION TO HIS OWN SATISFACTION DURING THE BIDDING AND CONSTRUCTION
PHASES. IF THE CONTRACTOR RELIES ON SAID INFORMATION, HE DOES SO AT HIS OWN
RISK. THE GIVING OF THE INFORMATION ON THE CONTRACT DRAWINGS WILL NOT RELIEVE
THE CONTRACTOR OF HIS OBLIGATIONS TO SUPPORT AND PROTECT ALL PIPES,
CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES, WHETHER ABOVE OR BELOW
GRADE.
5. SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES, IT SHALL BE REPAIRED SOLELY AT
THE CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF
UNDERGROUND UTILITIES. TEST PITTING OF EXISTING LINES PRIOR TO CONSTRUCTION, IF
NECESSARY, SHALL BE COORDINATED WITH THE OWNER.
7. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
PROJECT SPECIFICATIONS, AND LOCAL BUILDING CODES.
8. ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE DRAINAGE
AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL,
SEEDING, AND MULCH SHALL BE REPEATED UNTIL SETTLEMENT SUBSIDES. (SEE EROSION
AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.)
9. ALL WATER VALVES, BOXES, AND FIRE HYDRANT ASSEMBLES SHALL BE SET AND
ADJUSTED TO FINISHED GRADE.
10. THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, BOTH
TEMPORARY AND PERMANENT.
11. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL PRIOR
TO STAKING OUT CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH WORK.
12, ANY PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE
REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE.
13. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM THESE
PLANS.
14. FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 20 FEET FROM ANY
STRUCTURE AND SHALL HAVE A CLEAR SPACE OF 3 FEET FROM ANY PERMANENT OBJECT
PER ONWASA STANDARDS.
15. ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY SECTIONS
1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S
STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES. SEE SECTION FOR
PLACEMENT AND COMPACTION INFORMATION.
16. THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN THE
FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES PRIOR TO
CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE
PIPE(S).
17. EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING
UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL MATERIAL AND SHALL BE DISPOSED
OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE, THE CONTRACTOR IS
RESPONSIBLE FOR ALL PERMITTING AND FEES FOR DISPOSAL.
18. ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED REGARDLESS OF
DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE PROJECT LIMITS IS NOT PERMITTED.
OPEN BURNING OF DOWNED TREES AND STUMPS IS NOT PERMITTED. CHIPPED
MATERIALS MUST BE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT OR
TOPSOIL.
19. THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF -SITE SPOIL AREAS FOR
DISPOSAL OF EXCESS AND/OR UNSUITABLE MATERIALS AS NECESSARY. OFF -SITE SPOIL
AREAS MUST BE SUBMITTED TO THE ENGINEER AND APPLICABLE REGULATORY
AGENCIES PRIOR TO UTILIZATION BY THE CONTRACTOR. NO AREAS DESIGNATED AS
WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL SITE. THE CONTRACTOR SHALL
SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO WETLANDS WILL BE IMPACTED.
THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR MONETARY CLAIMS OF ANY NATURE
RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN FINDING NECESSARY
DISPOSAL SITES TO MEET THE TIME FRAMES AND CAPACITIES REQUIRED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANS, PERMITS, EROSION AND
SEDIMENT CONTROL MEASURES, ETC. REQUIRED BY THE APPROPRIATE REGULATORY
AGENCIES FOR UTILIZING OFF -SITE SPOIL AREAS. THE CONTRACTOR SHALL CERTIFY TO
THE ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO UTILIZING
THE OFF -SITE SPOIL AREAS. ALL COSTS FOR PROCURING AND UTILIZING THE OFF -SITE
SPOIL AREAS ARE TO BE INCIDENTAL TO THE BASE BID.
20. CONTRACTOR SHALL ASSURE EXISTING STREAM SECTION REMAINS FREE FROM ANY
VEGETATIVE DEBRIS AND/OR APPURTENANCES DURING CONSTRUCTION. STREAM WILL
BE INSPECTED PRIOR TO THE ISSUANCE OF ANY TEMPORARY OR FINAL CO.
EXCAVATION, GRADING, AND BACKFILLING NOTES
1. ANY UNDERCUTTING IN GOOD SOIL SHALL BE REPLACED AND THE REPLACEMENT 1
MATERIAL SHALL BE COMPACTED TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY
OBTAINED AT OPTIMUM MOISTURE CONTENT, AS DETERMINED BY THE ASTM D 698
STANDARD PROCTOR TEST METHOD. IN THE EVENT THAT MATERIAL ENCOUNTERED AT
PIPE GRADE, SUBGRADE OF PARKING OR ROADWAYS AND SUBGRADE OF BUILDING
FOUNDATIONS IS FOUND TO BE SOFT, SPONGY, OR IN ANY OTHER WAY UNSUITABLE, THE
CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER IMMEDIATELY. SUCH
UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AS SPECIFIED BY THE 3
GEOTECHNICAL ENGINEER AND REPLACED WITH A MINIMUM OF SIX (6) INCHES OF STONE,
OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
2. BEFORE BACKFILLING IS COMMENCED OVER PIPES AND OTHER INSTALLATIONS, EARTH
FILL SHALL BE SOLIDLY TAMPED AROUND AND ABOVE THE PIPE TO A DEPTH OF ONE (1)
FOOT ABOVE THE TOP OF THE PIPE. CARE SHALL BE TAKEN TO PREVENT ANY
DISTURBANCE TO THE PIPE OR DAMAGE TO NEWLY MADE JOINTS. THE FILLING OF THE
TRENCH SHALL BE CARRIED OUT SIMULTANEOUSLY ON BOTH SIDES OF THE PIPES IN 4
SUCH A MANNER THAT INJURIOUS SIDE PRESSURES DO NOT OCCUR.
3. THE MATERIAL FOR BACKFILLING SHALL BE FREE FROM ALL PERISHABLE AND
OBJECTIONABLE MATERIALS. BEFORE PLACING ANY BACKFILL, ALL RUBBISH, FORM,
BLOCKS, WIRES OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM 5
EXCAVATION. THE BACK -FILLING OVER PIPES SHALL BE PLACED IN LAYERS NOT OVER
SIX (6) INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF NINETY-FIVE (95)
PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR
COMPACTION TEST TO A DEPTH OF 12 INCHES BELOW FINISHED GRADE. THE LAST 12
INCHES OF BACKFILL SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND
COMPACTED TO A MINIMUM DENSITY OF NINETY-EIGHT (98) PERCENT OF THE MAXIMUM 6.
DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST.
7
STORM DRAINAGE AND GRADING NOTES
UTILITY NOTES;
EROSION CONTROL NOTES
WATER AND SANITARY SEINER UTILITY MAINS ARE PRIVATE BEYOND THE PUBLIC 1
STREET RIGHT-OF-WAY.
2. THIS PROJECT SHALL COMPLY WITH THE ONWASA AND PLURIS, LLC CROSS CONNECTION 2
CONTROL REQUIREMEN-S. WATER METER(S) CANNOT BE RELEASED UNTIL ALL
REQUIREMENTS ARE ME- AND NCDEQ HAS ISSUED THE "FINAL APPROVAL".
WATER: 1.5" & 2" PVC MAINS SHALL BE CONSTRUCTED USING ASTM D2241. IPS.
GASKETED PIPE, SDR 21. 4"-12" PVC MAINS AND SERVICES SHALL BE CONSTRUCTED 3
USING AWWA C-900 PVC. CL235 (DR-18). REQUIREMENTS OF AWWA C900 WITH
ELASTOMERIC PUSH -ON JOINTS CONFORMING TO THE REQUIREMENTS OF ASTM D1785
WITH SOLVENT 7 WELD JOINTS CONFORMING TO ASTM D2672. FOR PIPE SIZES 8"
THROUGH 12". PIPE STALL BE CLASS 150 DR18CONFORMING TO THE CONFORMING TO
ASTM D3212 OR AST,' D3139.
WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL
ENGINEER'S CERTF: CATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL"
ISSUED BY PUBLIC',','ATER SUPPLY SECTION 0- NCDEQ AND "FINAL ENGINEERING 5
CERTIFICATION" ISSUED BY DIVISION OF' VATER QUALITY OF NCDEQ.
REQUIREMENTS FOR VIDEO INSPECTION OF STORM SEWER
SYSTEMS:
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A 1
VIOLATION OF STATE LAW AND IS SUBJECT TO A FINE. ANY BUILDER THAT ANTICIPATED
THE DISTURBANCE OF MORE THAN ONE ACRE WILL BE REQUIRED TO GET AN EROSION
CONTROL PERMIT FROM NCDEQ.
GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND
COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS 2
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
GENERAL
ALL EQUIPMENT USED FOR CLEANING AND VIDEO INSPECTION SHALL BE SPECIFICALLY
DESIGNED FOR THE WORK DESCRIBED HEREIN. ALL CAMERAS SHALL BE SELF -POWERED
UNITS WITH COLOR, PAN -AND -TILT, MINIMUM RESOLUTION OF 640X480, AND THE ABILITY
TO OPERATE IN 100% HUMIDITY CONDITIONS. THE LENS SHALL HAVE NOT LESS THAN A
65-DEGREE VIEWING ANGLE WITH EITHER AUTOMATIC OR REMOTE FOCUS AND IRIS
CONTROLS.
ALL WORK DESCRIBED HEREIN SHALL BE COMPLETED IN ACCORDANCE WITH NASSCO
PIPELINE ASSESSMENT AND CERTIFICATION PROGRAM/ MANHOLE ASSESSMENT AND
CERTIFICATION PROGRAM (PACP/MACP) GUIDELINES.
4.
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A EXECUTION
REPRESENTATIVE OF NCDEQ.
1. ALL STORM PIPE INSTALLATIONS SHALL BE COMPLETELY INSTALLED A MINIMUM OF 30
SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. DAYS PRIOR TO VIDEO INSPECTION. GENERALLY, INSPECTIONS SHALL OCCUR 30 DAYS
6 ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, PRIOR TO ASPHALT PAVING.
PVC WATER MAINS AND POLYETHYLENE SERVICES ARE TO BE MARKED WITH NO. 10 ENGINEER, AND OWNER.
SINGLE STRAND INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND
STRAPPED TO THE PIPES WITH DUCT TAPE THE INSULATED WIRE IS TO BE STRIPPED TO 7 IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR
BARE'ANIRE AND SECURED TO ALL VALVES. THIS WIRE IS TO BE ACCESSIBLE AT ALL FIRE 90 CALENDAR DAYS (WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE
HYDRANTS AND `A/ATER %1ETER BOXES TO AID IN FUTURE LOCATION OF FACILITIES. SEEDED, MULCHED, AND TACKED.
SITE UTILITY CONTRACTOR TO PROVIDE ATER AND SANITARY SEWER SERVICE TO 8. WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND
WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS.
9. ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE
MAXIMUM BE"JDING RADIUS FOR 8" C-900 PVC WATER MAIN BENDS IS 380' (ONE-HALF PRIOR TO ANY RAIN EVENT.
MANUFACTURER'S RECOMMENDED ALLOWABLE LONGITUDINAL BENDING). CONTRACTOR
SHALL PLACE FITTINGS AS NECESSARY TO KEEP WATER MAIN IN ALIGNMENT AND EROSION CONTROL MAINTENANCE PLAN:
ACHIEVE ANY RADIUS LESS THAN 38D°.
1. IN ACCORDANCE WITH NC GENERAL STATUTES, NPDES REGULATIONS, AND NCDEQ
1
REQUIREMENTS, STORMWATER DISCHARGE OUTFACES SHALL BE INSPECTED BY THE
8.
UNDERGROUND UTILITIES: ALL NEW UTILI '-1ES SHALL BE INSTALLED UNDERGROUND,
CONTRACTOR. INSPECTIONS SHALL BE PERFORMED BY THE CONTRACTOR AFTER EACH
EXCEPT WHERE SUCH PLACEMENT IS PROHIBITED OR DEEMED IMPRACTICAL BY THE
STORM EVENT OF 1/2 INCH OR GREATER, WITH ONE WEEKLY INSPECTION MINIMUM.
UTILITY PROVIDER. UNDERGROUND TERMINAL FACILITIES FOR STREET LIGHTING ALONG
NCDENR STANDARD INSPECTION REPORTS SHALL BE PREPARED AND SIGNED WITH
THE PUBLIC STREETS ABUTTING THE SUBJECT SITE SHALL BE INSTALLED BY THE 2
COPIES PROVIDED TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE CONTRACTOR.
DEVELOPER.
2. INLET PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BE
9.
ONWASA STANDARDS FOR VERTICAL COVERAGE OVER WATER MAINS SHALL BE MET AT
CONSTRUCTED TO FINAL PROPOSED CONDITION UPON STABILIZATION OF CONTRIBUTING
ALL TIMES. ONWASA STANDARDS FOR HORIZONTAL SEPARATION OF WATER SUPPLY
GROUND SURFACES AND REMOVAL OF SEDIMENT FROM STORM PIPES.
UTILITIES FROM OTHER UTILITIES ON SITE SHALL BE MET AT ALL TIMES.
3. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
10.
A VARIANCE IS NOT ANTICIPATED FROM ANY NORTH CAROLINA DIVISION OF WATER 3
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION
QUALITY (DWQ) REQUIREMENT.
MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION
FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE
11.
PLANS ARE IN COMPLIANCE WITH ONWASA TECHNICAL STANDARDS AND
PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN
SPECIFICATIONS. RELATION OF WATER MAINS TO SANITARY SEWERS: 4
INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
1.
LATERAL SEPARATION OF SANITARY SEWERS AND WATER MAINS: WATER MAINS SHALL
4. UNLESS OTHERWISE NOTED, GRADES AND SPOT ELEVATIONS NOTED ON PLANS
BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS
INDICATE FINISHED GRADE OR PAVEMENT SURFACE. ALL DIMENSIONS ARE MEASURED
LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH 5
TO THE BACK OF CURB UNLESS OTHERWISE INDICATED.
CASE:
FIRE PROTECTION NOTES
1. ALL FIRE HYDRANTS, FDCs, APPURTENANCES, FIRE WATER SUPPLY MAINS, OR OTHER
RELATED FIRE PROTECTION ELEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE
NORTH CAROLINA FIRE PREVENTION CODE, LATEST EDITION.
2. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A
3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE
HYDRANT AND FDC.
3, COMBUSTIBLE MATERIALS MAY NOT BE STORED OR ERECTED ONSITE WITHOUT CITY
FIRE INSPECTOR APPROVAL.
4. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION.
5. A MINIMUM OF 10' SHALL SEPARATE UNDERGROUND FIRE LINES OR PRIVATE WATER
MAINS FROM UNDERGROUND UTILITIES.
6. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS TO ALL PORTIONS OF THE
JOBSITE WHERE COMBUSTIBLES ARE PRESENT AT ALL TIMES DURING CONSTRUCTION.
7. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION
WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE BY VEHICLES.
8. FIRE DEPARTMENT ACCESS WIDTHS SHALL BE A MINIMUM OF 20-FEET UNLESS LESSER
WIDTHS ARE APPROVED BY THE FIRE CODE OFFICIAL.
9. BAG HYDRANTS THAT ARE NOT IN SERVICE.
10. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES
AT ALL TIMES DURING CONSTRUCTION.
11. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS
DELIVERED TO THE JOB SITE.
12. ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAYBE REQUIRED
DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT.
13. CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL COMMERCIAL
BUILDINGS THAT DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO
SIGNAL LEVELS MEET THE REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE.
MATERIALS AND EASEMENT NOTES:
• ALL CATCH BASINS ARE NCDOT STD 840.02, 840.03
• ALL DROP INLETS ARE NCDOT STD 840.14, 840.16
• ALL STORM DRAINAGE PIPING TO BE CLASS III RCP, UNLESS OTHERWISE NOTED
• ALL STORM DRAINAGE PIPING CONVEYING DISCHARGE FROM THE PUBLIC RIGHT-OF-WAY
SHALL BE CONTAINED WITHIN A PUBLIC DRAINAGE EASEMENT WHOSE WIDTH IS
DETERMINED BY THE DEPTH OF BURY
• ALL SANITARY SEWER LINES AND WATERLINES SHALL BE C-900 PVC, UNLESS
OTHERWISE NOTED AND MEET PLURIS, LLC SPECIFICATIONS.
• A PUBLIC UTILITY EASEMENT SHALL BE RESERVED WITHIN THE STREET RIGHT-OF-WAY.
A 10' NON -MUNICIPAL EASEMENT SHALL BE RESERVED ALONG BOTH SIDES OF ALL
STREETS
• WATER AND SANITARY SEWER UTILITIES ARE PUBLIC -ONWASA AND PLURIS, LLC.
• ALL PUBLIC DRAINAGE MAINTENANCE WILL TERMINATE AT RIGHT-OF-WAY.
E
NCDEQ STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50% CLIENT REVIEW
06/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/04/2022
REV.NO.
DESCRIPTIONS
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1.1. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE
BOTTOM OF THE WATER; MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, OR
6
1.2. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER
MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND 18" ABOVE THE
TOP OF THE SEWER.
2. CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A
WATER MAIN TO CROSS OVER A SEWER THE WATER MAIN SHALL BE LAID AT SUCH AN
ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE 7
TOP OF THE SEWER MAIN. UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18
INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND THE SEWER
MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE
OF THE POINT OF CROSSING.
3. CROSSING A WATER MAIN UNDER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A 8
WATER MAIN TO CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND THE SEWER
MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT
TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT
OF CROSSING.
ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED,
AS NECESSARY, EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF EVERY ONE (1.0) INCH
OR GREATER RAINFALL.
ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES
OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL
DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES
ABOUT 0.5 FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS
NECESSARY TO MAINTAIN A BARRIER.
2. THE CONTRACTOR'S CLEANING OPERATIONS SHALL BE PERFORMED PRIOR TO THE
VIDEO INSPECTION, AND SHALL FULLY CLEAN THE PIPES AND STRUCTURES AS WELL AS
REMOVE ALL SEDIMENT, ROOTS, DEBRIS, ETC.
3. INSPECTIONS OF EACH PIPE SEGMENT SHALL BEGIN IN THE CENTER OF THE START
DRAINAGE STRUCTURE AND END IN THE CENTER OF THE END DRAINAGE STRUCTURE.
THE CAMERA SHALL BE MOVED THROUGH THE LINE IN EITHER DIRECTION AT A UNIFORM
RATE BUT NOT GREATER THAN 30 FEET PER MINUTE (0.5 FT/SEC).
4. THE CAMERA SHALL BE STOPPED AT EACH PIPE JOINT, DEFECT, IMPERFECTION, ETC. AT
THESE LOCATIONS, THE CAMERA SHALL BE PANNED, TILTED AND ROTATED TO FULLY
VIEW AND DOCUMENT THE CONDITION OF THE JOINTS, DEFECTS, IMPERFECTIONS, ETC.
5. THE DIGITAL RECORDING SHALL BE FREE OF ELECTRICAL INTERFERENCE AND SHALL
PRODUCE A CLEAR AND STABLE IMAGE.
6. VIDEO OVERLAY SHALL INCLUDE, AT A MINIMUM, THE OWNER NAME, PROJECT NAME,
STREET NAME, DIAMETER OF PIPE, PIPE MATERIAL, DATE AND TIME OF INSPECTION,
DIRECTION OF VIDEO (UPSTREAM OR DOWNSTREAM), DRAINAGE STRUCTURE NUMBER
DESIGNATION FOR EACH DRAINAGE STRUCTURE ON THE PIPE SEGMENT INSPECTED
THAT CORRESPONDS TO THE CONSTRUCTION PLANS. A CONSTANT OVERLAY DISPLAY
OF THE STREET NAME, DRAINAGE STRUCTURE DESIGNATIONS (I.E. MH START#/MH END#),
DATE AND DISTANCE SHALL APPEAR ON THE SCREEN. THE INSPECTOR SHALL MOVE THE
CONSTANT OVERLAY DISPLAY SO IT DOES NOT INTERFERE WITH THE INSPECTION
REVIEW.
7. INSPECTION OF EACH PIPE SEGMENT SHALL BE PROVIDED IN A SEPARATE VIDEO FILE. IN
SITUATIONS WHERE REVERSE INSPECTION IS NECESSARY, THE REVERSE INSPECTION
SHALL BE PROVIDED IN A SEPARATE VIDEO FILE.
8. ALL OBSERVATIONS/DEFECTS SHALL BE NOTED BY THE INSPECTOR, WHERE A TEXT
DISPLAY SHALL APPEAR DESCRIBING THE OBSERVATION/DEFECT. TEXT SHALL DISPLAY
FOR A MINIMUM OF 4 SECONDS. THE VIDEO FILE RECORDING SHALL PAUSE AS THE
OPERATOR SELECTS THE OBSERVATION/DEFECT NOTATION, ELIMINATING "ON HOLD"
VIDEO.
9. AN INSPECTION FORM SHALL BE COMPLETED AND SUBMITTED FOR EACH PIPE SEGMENT
AND DRAINAGE STRUCTURE INSPECTED AND VIDEOED. AT A MINIMUM,
OBSERVATION/DEFECT NOTES SHALL INCLUDE GENERAL INFO, DISTANCE WITHIN THE
PIPE SEGMENT, DESCRIPTION, A SEVERITY RATING, AND A STILL PHOTOGRAPH.
AREA WHEN SEDIMENT ACCUMULATION REACHES z THE STORAGE AREA OR NO
GREATER THAN ONE FOOT. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS DELIVERABLES
NEEDED. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE
CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 1. CORRESPONDENCE FROM THE ENGINEER OF RECORD CONFIRMING THAT HE/SHE HAS
REVIEWED THE VIDEO INSPECTION PACKAGE FOR COMPLIANCE TO CONTENT AND HAS
INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH MADE AN EVALUATION WITH RECOMMENDATIONS FOR REPAIR AS NEEDED PER THE CITY
SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE GUIDELINES.
SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT
ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN 2. VIDEO INSPECTIONS CAPTURED LIVE OFF OF THE INSPECTION CAMERA TO BE
AREA WITH SEDIMENT CONTROLS. SUBMITTED TO ON A DVD COMPATIBLE WITH WINDOWS MEDIA PLAYER. THE
INSPECTIONS MUST BE IN ORDER AND COMPLETE.
CHECK THE SEDIMENT BASIN EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL 3. ALL INSPECTION REPORTS COMPLETED FOR EACH PIPE SEGMENT AND DRAINAGE
NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE STRUCTURE WHETHER VIDEOED OR NOT SHALL BE SUBMITTED.
RISER AND POOL AREA.
ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS
ARE VISIBLE OR SEDIMENT IS TRACKED ON TO THE PAVEMENT. STONE WILL BE
PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH.
THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS REQUIRED.
INSPECT SILT FENCE STONE OUTLETS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE STORAGE
9.
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) ER)
DEMOLITION NOTES
4. CROSSING A SEWER MAIN/WATER MAIN OVER OR UNDER A STORM DRAIN:
J
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBECTS TO
4.1. WHEN WATER MAINS CROSS UNDER STORM SEWER MAIN WITH LESS THAN 24" OF
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT DAMAGE OR
1
THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD DEMOLITION CONDITIONS.
SEPARATION AT DEPTHS OF 6' OR LESS S. THE MAIN MAYBE DEFLECTED TO PROVIDE
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
2
THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED DEBRIS ASSOCIATED
24" OF SEPARATION AND SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE.
INLET PROTECTION SHOULD BE CLEANED OUT WHEN IT IS HALF FULL.
WITH THE PROJECT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
4.2. WHEN WATER MAINS CROSS UNDER A STORM SEWER MAIN WITH LESS THAN 24" OF 10.
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
3.
THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE WORK, INCLUDING BUT NOT
SEPARATION AT DEPTHS OF 6' OR MORE, THE MAIN MUST BE LOWERED AS SHOWN
REQUIRED REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES.
LIMITED TO DEMOLITION AND CONSTRUCTION ACTIVITIES, SITE VEHICULAR TRAFFIC AND RELATED
IN THE ONWASA CULVERT CROSSING DETAIL UTILIZING RESTRAINED JOINT DUCTILE
SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
OPERATIONS.
IRON PIPE FOR THE LENGTH OF THE CROSSING STRUCTURE.
INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES
4.
THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED PRIOR TO BEGINNING ANY
4.3. WHEN SEWER MAINS CROSS UNDER A STORM SEWER MAIN WITH LESS THAN 24" OF
HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
DEMOLITION. CONTRACTOR SHALL CONTACT NC ONE CALL AT LEAST 72 HOURS PRIOR TO BEGINNING
SEPARATION, THE MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE AND
REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
INSTALLED TO DESIGNED ELEVATION TO WITHIN TOLERANCE OF 1/2".
DURING CLEAN OUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED
5.
EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON
STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREAS HAS BEEN PROPERLY
FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD
NOTE (G.S. 113A-57 (2))
STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS,
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO
THE OWNER'S REPRESENTATIVE
BRING THE AREA TO GRADE, AND STABILIZE IT.
AND ENGINEER IMMEDIATELY.
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE 11.
INSPECT THE SKIMMER FOR CLOGGING. PULL THE SKIMMER TO THE SIDE OF THE BASIN
6.
THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF DISCONNECTING AND ABANDONING ALL
EXISTING UTILITIES WITH THE OWNER UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES AND ASSOCIATED
THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION
AND REMOVE ANY DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER AND THE
PIPING, ETC. NOT IN USE ON THE SITE SHALL BE PROPERLY ABANDONED AND REMOVED AS REQUIRED.
CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL.
ARM OR BARREL PIPE FOR CLOGGING; IF CLOGGED, REMOVE THE DEBRIS.
COORDINATE WITH THE OWNER.
WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY GRADING, BE PLANTED OR
7.
THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING UTILITIES THAT REMAIN IN SERVICE
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES,
DURING DEMOLITION.
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
GROUND STABILIZATION CRITERIA
SITE AREA DESCRIPTION
STABILIZATION
STABILIZATION TIMEFRAME EXCEPTIONS
TIMEFRAME
PERIMETER DIKES,
SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
ZONES
7 DAYS
NONE
SLOPES STEEPER THAN
IF SLOPES ARE 10 FT OR LESS IN IN
3:1
7 DAYS
LENGTH AND ARE NOT STEEPER THAN 2:1.
14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50 FT
IN LENGTH
ALL OTHER AREAS 'ddTH
SLOPES FLATTER THAN
14 DAYS
NONE (EXCEPT FOR PERIMETERS AND
4:1
HOW ZONES)
v
v E D
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.nnckinncreed.com
8. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS AND SLOPES ON AND OFF
SITE IN ACCORDANCE WITH THE EROSION CONTROL MEASURES SPECIFIED ON THE PLANS AND IN THE
SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHO IS
RESPONSIBLE FOR PROVIDING THE PERMANENT STABILIZATION MEASURES AND THE TYPE OF PERMANENT
MEASURES PRIOR TO BEGINNING DEMOLITION AND CONSTRUCTION. THE PERMANENT STABILIZATION
MEASURES SHALL BE IN PLACE AND ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND ENGINEER PRIOR TO
PROJECT CLOSEOUT. COORDINATE INSPECTION WITH THE OWNER AND ENGINEER PRIOR TO PROJECT
CLOSEOUT.
9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING THE ENGINEER FOR THE REQUIRED
INSPECTIONS ON THE PROJECT.
10. JURISDICTIONAL WETLANDS THAT EXIST ON SITE ARE PERMITTED FOR DISTURBANCE.
COMET - SNEADS FERRY
SNEADS FERRY, ONSLOW COUNTY, NORTH CARC'._ INA
GENERAL NOTES
DATE:
04/04/2022
MCE PROJ. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROJ. MGR.
KCBE
SCALE M&C FILE NUMBER
G- 002
HORIZONTAL' DRAWING NUMBER
N /A
VERTICAL: 2
N/A
STATUS: PRELIMINARY DESIGN RE SIGN
E
NOT FOR CONSTRUCTION

�� ZERM�Nus �F OPSAP�_
Q�, J PPP PSpHP� S LION P 199
R-15
O RZC 2855�� 6
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L0A 24SEC�ION Il-g
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M•g R_15
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PSG PL �IILI-PCE LOA SE00N 11_g
M •e • 26' R-15
Z0Ng02856146
F ORM�RL� 426 � P� PN�
NOW OR PAS INC.
WM��E N p g49
RgO, SEC�� �1-p,CE
CO PSG A�- �1 A 99
�� R. 26, P• ��
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LION 11'8
SEC 26 P 199
M•g• 15
ZONE84�g58
426g0 N�
v �OPP 402
� PNg
.B ZONED
426902954206
v Pc0A
E
NCDEQ STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50% CLIENT REVIEW
06/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/04/2022
REV.NO.
DESCRIPTIONS
DATE
j
`6� R \ASIONS
SEAL
CAR
S �t
y 0 '�° 7
Ic
€k 'tom.-i`
\
-YaYlYYYIY�YY
v
v ED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
COMET
BUILDERS LLC
60' 0 60' 120'
SCALE: 1 "=60' (Horiz.)
SITE DATA TABLE
COMET AT SNEADS FERRY
VICINITY
VICINITY MAP
THIS SHEET
TOPOGRAPHY AND DRAINAGE
2—FT TOPOGRAPHY MINIMUM INTERVAL
THIS SHEET
LOCATION OF NATURAL WATER FEATURES
LOCATION
CLASSIFICATION
DITCHES
THIS SHEET
NON —
JURISDICTIONAL
STREAMS
N/A
CREEKS
N/A
FLOOD PRONE AREAS
NO SPECIAL FLOOD HAZARD AREA
FEMA FIRM PANEL
372042690OK, EFFECTIVE 06/19/2020
AREAS OF NATURALLY CONCENTRATED SURFACE DRAINAGE
SEE EXISTING DITCH LOCATION, THIS
SHEET
SOIL
SOIL TYPE(S) AND BOUNDARIES
THIS SHEET
NORTH CAROLINA COASTAL AREA MANAGEMENT AD INFORMATION
CAMA LAND USE CLASSIFICATIONS)
COMMUNITY GROWTH ACTIVITY CENTER
CEMETERIES
CEMETERIES, BURIAL SITES, OR BURIAL GROUNDS?
NOT PRESENT
ZONING
ZONING DISTRICT
HB — HIGHWAY BUSINESS DISTRICT
TAX PARCEL IDENTIFICATION NUMBER
426902950776
CAMA LAND USE CLASSIFICATION
COMMUNITY GROWTH ACTIVITY CENTER
PARCEL ADDRESS
NC HIGHWAY 210
TOTAL ACREAGE
12.21 ACRES (531,955 SF)
WETLAND NOTE:
WETLAND DELINEATION PERFORMED BY ECS SOUTHEAST, LLP ON APRIL 5TH,
2022 DETERMINED THAT THERE ARE NO POTENTIALLY JURISDICTIONAL WATERS OF
THE US (WOUS) OR SURFACE WATERS PRESENT ON SITE.
COMET - SNEADS FERRY
SNEADS FERRY, ONSLOW COUNTY, NORTH CAROLINA
EXISTING CONDITIONS
DATE:
04/04/2022
MCE PROJ. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROJ. MGR.
KCBE
SCALE
HORIZONTAL:
1 "=60'
VERTICAL:
N/A
ATUS: PRELIMINARY DESI
NOT FOR CONSTRUCTION
M&C FILE NUMBER
CX-100
DRAWING NUMBER
3
REVISION
E

C
U
N
J
m
.
WINDWARD PLACEo
50' R/W (M.B. 26, P. 199)
Q
O
Ln
R/W
�•� 50' 0 50' 100'
`.....J
R25.00' % sPH �
- Vv SCALE: 1"=50' (Horiz.)
SECONDARY pR/�/q - Rl`A'
ENTRANCE AT E)
VILLAGE DRIVE
R /w
24.00'
21.00' GARAGE GARAGE
2.00' 1020 DIAMONDBACK DRIVE 1018 DIAMONDBACK DRIVE
TRASH COMPACTOR
1014 DIAMONDBACK DRIVE
SEE CS-500 FOR SCREEN DETAIL.
o GARAGE
PARKING
GARAGE
0 1022 DIAMONDBACK DRIVE
GARAGE
1016 DIAMONDBACK DRIVE
•
N
.�� 72.00'= -
(TYP.)
I I. ,
30.00
-� ��.
_., .
;'.
.I0'� SaDE' S. BACK • -
100' X 30'
R35.00' R35.00' 20.00'
-.
•
I t
SYNTHETIC
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�.•• ', -
-
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11U.:"1t1H
J
6i
PARK
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4'
N41° 31' 52.00"E
R5.00R15.00- r..
- - - --i
iii �
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- - -
489 50'
<rA
PROPERTY 1
:'•i.;!u+SCREENING SEE -� + 1
. i. 1, � R15.00'
►!.: LANDSCAPE PLAN 1
R15.00 _ 'i{�IFOR DETAILS- .• -FF71 �TT U -711 JHH
GARAGE 10.00 1 18.00'1204 REDBELLY ROAD (TYP.) R5.00 5. pp' (TYP.)
N41° 31' 52.00"E R15.00'
i iii i li tt,,� ` { - - 420.86' - - (TYP.) - - - 16.50' PORT `--�
24. 00 . R35. 00 R35. 00'
.lI • i ul I li ..
(TYP.) . 1 0 9.00,. .
p, , o TYP.
i PARKING R5 0 ' R5.00' ' 76.50 I o,� ( )
GARAGE�111��(TYP.) p °
�. \1 t.
it I (TYP.)'o o
GARAGE
� � •- '-�- .
' :i a ul I u ia►lih't�l� � ,
i ii.in i it l ►rll"!+�! 1206 REDBELLY ROAD ,
BUILDING D
5.29' 56 UNIT APARTMENT
5.00
' M o
1015 DIAMONDBACK DRIVE
i iiiiliullllr!�t�l!!.!!�1!!,t�BUIL
iillllll�!.20.00 + 56 UNIT
'zu. , 18.00' • 1012 DIAMO
. Ifllllll ` 18.00
(TYP.) (TYP.)
r a
�w t 5 SIDEWALK . 9.00'
AT INTERIOR
tl I ILI IIIIIII.1lit���`\:'• `°' 0 9.00' (TYP.)
9.00' AREAS (TYP.) .
!el \ \\
ri. i.....il'i 1\ ( BUILDING C
I• , N 1 TYP. 5.00' 56 UNIT APARTMENT 2TYP.
i i i i•iii'iii!ii 't. g REDBELLY ROAD 1�'(
120'' 1011 DIAMONDBACK DRIVE
7:.
'II I it I Illlli'I�I ` '-' 'jrl ll.,:.• :• - - -
ii{I1t111,: 20.00'
32.00' 44.00' R 15.00'
`N
v I IrIU I II1111111f1� FYI ... 1 �, t
. II • I I • I I (• ::1:11 .11, i 11 � :t `" �. ' -
l ill �::: }III::::: iii�1.1: '•' ir�!1 o BUILDING E
" `� (2) PICKLE R15.00 R25.00 + 1
' liiii i 1i i.iiji!!1!r - 4u 1 ' :1 1 � - - � • _ 1
{iia�!�+1. GARAGE 24 UNIT APARTMENT 60.00 . / lll BALL COURTS - :..::!�iiiirdliri. 1 i 6.50
1210 REDBELLY ROAD o, 1211 REDBELLY ROAD , 1 , .• . . • �'�-' � � . •
(((({(.C(E(irlll( 11111h; Y
STORMWATER "'ii�i�iu.l1:...• .:::: j
1
CONTROL i111lII1 , 24.00 "�-
! ....... I��11111:: _ I . 1 (TYP.) .
MEASURE
' . y� 'iiiiiiii�lliiiiiii• . - .� •�l{lltlllll:ii.��Nll - �' .• . ' ... ` ' . - - •CK -
' •&. II Hl lll_; ...._::;. I'lllillll I Il : •:� :: - ( - + - ^, � �g l� .�! .
.. 1 I I I I11411 • � -- I. I I I •II � � - - ��
' � - II ui i ii iiiii±iiii• - . J I 1 iii ::::::. •i ' , ''�- '� '
R15.00'' '
. � - ii iii i ii i I'11111��:.=:•::=:�:: :�; 'i ii : •' - � 0
PROPOSED PUMP STATION a
50. 00 R 15. 00 N?
1212 REDBELLY ROAD,\.i 61 00 • '��
... I :, :..r::,..: .. n' lint • � �• - .
If 111 111 "
u illni i.%; :•Ir111!! - 24 CURB AND
' 50.00
,i) �� 2.00 GUTTER (TYP.)
E
I NCOEQ STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50i CLIENT REVIEW
06/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPIJCATION SUBMITTAL
04/04/2022
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
100-FT DRIVEWAY STEM
MONUMENT SIGN
1001 DIAMONDBACK DRIVE
CLUSTER 24"CURB AND
MAILBOX FOR
RESIDENTS'. GUTTER (TYP.)
2.00' .
b'
R25.00' �' 0' 53.
(31
1{ CLUBHOUSE AND POOL
1004 DIAMONDBACK DRIVE
1 - ,
J' 1
30.00' ..... '
12.00'
III
24.00'
21. 00'
'18.00,
(TYP.)
1 ' 9.00,
�. (TYP.).
r
P.)
5.00
100.00 O +
BUILDING A zt
)ING B 48 UNIT APARTMENT
\PARTMENT 1010 DIAMONDBACK DRIVE
IDBACK DRIVE 7
R35.00'
PARALLEL
ACCESSIBLE • R5.00'� -
CURB RAMP _ 1 1 R5.00'_ - - (TYP.)
(TYP.)
(TYP.)
PUBLIC RIGHT OF WA
(TYP.) Y
6.5' SIDEWALK
AT PARKING
(TYP.)
10' BUILDING SETBACK LINE (TYP.) GENERAL_ NOTES:
1. 10 FT SEPARATION REQUIRED BETWEEN BUILDINGS.
2.
PROPERTY LINE (TYP.) ALL PROPOSED VEGETATION WITHIN SIGHT TRIANGLES SHALL NOT INTERFERE WITH CLEAR
VISUAL SIGHT LINES FROM 30" 10'
SEAL
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O�Q 0co
, `r
n
�
`R,Iy{q#RYbAN'N##Gy,.-. SEAL
' 0„
SURFACE MATERIAL LEGEND
ASPHALT
4.
4 SIDEWALK
OPEN SPACE
v
v NFM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: (910)34"-1048, Fax: [phone]
License: F-1222
www.-c-kirncreed.com
3. ANY REQUIRED INSTALLATION OR RELOCATION OF TRAFFIC SIGN/PAVEMENT MARKINGS IS THE
RESPONSIBILITY OF THE PROJECT DEVELOPER. PLEASE COORDINATE WITH ONSLOW COUNTY
AND THE NCDOT PRIOR TO INSTALLATION/RELOCATION OF ANY TRAFFIC SIGNS OR MARKINGS
WITHIN ANY PUBLIC RIGHT OF WAY.
4. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL COORDINATE
WITH UTILITY OWNER DURING CONSTRUCTION TO PREVENT UTILITY DISRUPTIONS AND DAMAGE.
CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER AND STOP WORK IF ANY UTILITIES ARE
DISCOVERED IN CONFLICT WITH THE PROPOSED PLAN.
5. ALL DOORS SHALL BE ADA ACCESSIBLE.
6. ADDRESSES SHOWN PROVIDED BY ONSLOW COUNTY GEOGRAPHIC INFORMATION SERVICES
DIRECTOR.
Rpm
u
C m
R35.00 Q
Z
EL
Q
C
C
ENTRANCE AT
HIGHWAY 210
I I
IMPERVIOUS AREAS
APARTMENTS AND CLUBHOUSE
76,035 SF
PARKING GARAGES
16,737 SF
OTHER (POOL, COURT, TRASH)
11,718 SF
ASPHALT
149,069 SF
SIDEWALKS
20,057 SF
TOTAL IMPERVIOUS
273,616 SF
TOTAL PROJECT AREA
531,955 SF
PERCENT IMPERVIOUS COVERAGE
51.4%
OPEN SPACE PROVIDED-
134,670 SF
PERCENT OPEN SPACE COVER, -AGE
25.3%
* OPEN SPACE TOTAL DOES NOT INCLUDE
STORMWATER MANAGEMENT FACILITIES,
BUFFER AREAS, PARKING ISLANDS OR
STREETSCAPE
* FROM ONSLOW COUNTY
ZONING ORDINANCE (OCZO),
SECTION 10.9 "ACCESS,
LOADING, AND PARKING
STANDARDS"
** FROM OCZO, SECTION 8.4
"NON-RESIDENTIAL
DISTRICT PRINCIPAL
STRUCTURE STANDARDS
FOR NEW CONSTRUCTION"
COMET SNEADS FERRY APARTMENTS
DATA SUMMARY
TOTAL BUILDING(S) SIZE
92,772 SF
NC BUILDING CODE CONSTRUCTION
TYPE
TYPE II
BUILDING LOT COVERAGE
17.44%
NUMBER OF BUILDINGS
16
NUMBER OF APARTMENT UNITS
240
NUMBER OF PARKING GARAGES
9
BUILDING HEIGHT ALLOWABLE **
85-0"
1 BR PARKING (REQUIRED) - 132
UNITS *
198
2 BR PARKING (REQUIRED) 108
UNITS *
216
ADDITIONAL PARKING (REQUIRED) *
15
TOTAL PARKING (REQUIRED) *
429
PROPOSED PARKING (SURFACE)
362
PROPOSED PARKING (GARAGE)
49
PROPOSED PARKING (ADA)
21
TOTAL PROPOSED PARKING
432
DATE: 04/04/2022 SCALE M&C FILE NUMBER
COMET - SNEADS FERRY MCE PROJ. # 07889-0002 CS-100
HORIZONTAL:
DRAWN ALM/MDH 1 "= 50' DRAWING NUMBER
SNEADS FERRY, ONSLOW COUNTY, NORTH CAROLINA DESIGNED ALM/MDHCHECKED KCBE VERTICAL:
PROJ. MGR. KCBE
OVERALL SITE PLAN STATUS: PRELIMINARY DESIGN REVISION
BUILDERS LLC
E
_ -i NOT FOR CONSTRUCTION

Mq TCHL 1
NE _See
SHEET C
5-102
1
pr...... ... ... ....�_
I
PARKING '
o GARAGE
o _ (TYP.)-
�_.._..
72.00' - 30 00'
PROPERTY R35 00' n
GARAGEGARAGE
SCREENING, SEE Ir 1022 DIAMONDBACK DRIVE 1020 DIAMONDBACK DRI'/E
I((rLANDSCAPE PLAN !�
i • i i iii FOR DETAILS R35.00'
i i iii i `: 'I;; �.! :► J 20.00
a i it iii i'!•;ii !! !i' 67. 5�4„W ' R5.00'
i 11 III a 11! !! i GARAGE - ��8 5 R15.00 _
1204 REDBELLY ROAD - - - - - - - - - - -
1 R15.00R5. 00, TYP.
i' II iii'1 i11 i 111 !! :1 . 26.81'
R5. DO'
, t rl Ili• i ii �� �1•iii
11. 1 ::. • - R5.00771Lj Tf7
-
i,:,!!!co
' • � i I I I I i i i.i i! • ill !!.
1•1 I j; j j j i !. 1j j !!! !!
ilI R5.00'
R5.00' TYP.
I' II III I II I 11 j t11 {to Z
N41° 31' 52.00"E
- - _ _ - - --
-'
- - 2.00
!! 420.86' 21
111 III I II i R5.00,
11 11i i ii j 1 1 , :: ' { , ►
'! 1 �\. { \!!, !.\{ 20.00
1 1
iii i ' i i i i A { { \{ t \��' '�\ \ 11.50 R35.00':
. ;i • •ii iii .i ii'i ° I �� �•\`•. �\\\ •.•
I:... I 6.
{
GARAGE GARAGE
1018 DIAMONDBACK DRIVE 1016 DIAMONDBACK DRIVE
R5.00' R5.00'
N 41 ° 31 ` 52.00"E - - - - - - -
489.50' - -
�-I I---- 9.00 ; TYP. 1 �
R 15.00' R35.00'
18.0F0 ; T?P.
6.00' ` I
12.00; TYP. R15.00' '
4.00 ; TYP. - --- 24. 00; TYP. - - - - - - R5.00'
- CAR R5.00'
PORT R35.00' '
\ 00' L 6 BAY GARAGE ` w
i !'I III I II t III .. \\\\• \: ,,-
ll
' Q O 8.59 18.0 0 0
�-�-� 5 00' � •
11
R
11 M �
d.' 1111 111 I •1 1 11 1 `111 ,• 11 :1 ;11 11 : GC 1 � - '
-s l
5. r
".i 1liiiiiiiilll!l:1:1�j!�!'"1i►11 1
: 36.31 ' 40.02' � R47.50'
al In ii GARAGE 7
11.III 1 1 .'
1 1206 REDBELLY ROAD '- o
►LI 111 I =_,� BUILDING D > .
• y . ,� f !•!!'! !!! I :: , .... II ► ... 1 !! 1. ,,:.. ! ' . �`_. �"`L i'�"_ 56 UNIT APARTMENT
!I
M 1 t11
1 1
1015 DIAMONDBACK DRIVE �
r,
i. ,
30 01 '
I. I I E I I I I i 1 .:. - 1---
• '( i. i • i; iii i ii• i i i i i i i .:1.111.1,.:.:•" `' � _ ' ('n
! l r 111 ! I I ! •! ! ! ! ! ! !.\ ! !�. {: \� 20.00' 32.00' t PARALLEL m
li; In I !! I !!•!!!! j!.{'•{ia\1' \\\\:1'�� .�-• �� ACCESSIBLE
V.
92.59'
rn
5' SIDEWALK
i { �' ► 6.5' SIDEWALK AT INTERIOR
AT PARKING AREAS (TYP.)
GARAGE
1111 111 I IIJiIr''` \\ j*%
i IIII 1 i i i i i i i i! 1` 1 t TYP. 1! �1 N AREAS (TYP.) p o-
• �i ;ii,i ii i i•iiiiijii • 1�`j:l:lij j.! :� 1 -
fill i,ii i iiiiiiiii jljj;.►11! :::'1 iii72.00 - 1 6.50
R5.00'
GARAGE
1208 REDBELLY ROAD , 88.41
i. 11 I I'i I I I i i i'i i i `rjj�lll.!.! �,,�i' i ti !! �,• 20.00'
i iii i•ii i iiiiiii t!1! `iji'!! R5.00' 42.50'' 1 b
52.54
::: ! '
j !!! j
♦' I�`111 .. - {1l,,:::1 1 {► it - •
lii :lij,1!!!,: :" ii i jib. •:
ii iil.l ii•i iiii!11,1:11 ' .
1.
Il► 1111'llll�ii►I ,
Il l l , :::: jl , !!! , 1 1
+ R5.00'
• .I ' Illullii•Il.11liiii` . ;.i�►,�!!.!.::�:�i:,;;:►!!-
- � . II'�I� I �� I LIII•II�II i'!�j•!!!`j:,;j �•!t!.!�1 ! � �,` 91.02'
l �E IIj'� II 1 lrriliTlj IIIIli11j 1111!11:,j 1 �
I 11/ 11 Ijj Ijj 111!!..• j 11 1•. 1 O O
' / !!/// l jj I jl;:ljt%: :ij`I;11!:�!, i;�;'1!1 !! { ► o rr
� ii �;: / ,,; .:!% • :Ij��►-!•►-,, ::,` � �1.1 :, GARAGE Z � p •
!!.: 1210 REDBELLY ROAD , BUILDING E
% %/ / //.:!.�;%� /��/ •: 1!!!l .::�i j jl! !: 1 ` 1 24 UNIT APARTMENT
1211 REDBELLY ROAD
// i,ll •iiii!
11'III; ii'i iiii.::::: •►!!!.:••,,•1►t! ••. « i- � ' � o -
. .. ...IIIII ,1,!1!1 11 j.ljl•., i 1 1 --.'•-.-
' II III I I•I j I I11::.:::' 9 II 1,1 !• .. ..,IIII 1ljiil ;11, 1.!! III I II t I I11::::.: i , :•• - '
tllll 1j1111 I
.il nl I•ii•i i;iii:::: - 1►!.:•.•-• 1�1•II � R5.00' •
' II;I11'I II I111 tl• ,,,1'' � •• = 111 li : - , •
//j•:.. �� I R5.00'
STORMWATER ::.!l1jj�
CONTROL 1�111'ji%I i.:: / Ijl 11
it lli i II I lii'i��: MEASURE Illlri::l::
b it :/: /
::: 1'1'1
, 66.60
,
iIII►ll: :: . 50.00II
R5.00' .
II 111. I
I II ! 25.82'.
II
R15.00'
I I III i... L I-+ -.. I.:�._%./� 111 I III 11 !
i1111i11,��Il<<.�" :-,-,':='�-� iii'i► i t
' •� •`• `.. .IIII • • - -1. R 15.00 2.00':E
1 il'III i'ii i :�:.,•...._.._..:• 1 {'Ijj:!i a 55,� o .. 31.61'
T 1 0
• II iii i •i j .._•:_':::':•=.-••; ; :.:�•�..�� 1! •�, !li
li
' 1 �L
:{ o' R5 0 � -
i 11
- �• II I11'I II j ::.•: �.�:._•:-•.� j111 ::: 11 .. 1 � •
•� II ILI 111 IL�'ll� �11'It! 1V.11
• II III I 11 I i1L!:ll
I i i i.i j i' :••'" ! !!� :: ' 24"CURB AND
GUTTER Y
PROPOSED PUMP STATION
� - Ii III I II I. ,., •`".,T,.�:�..�,,...�-, .
' i I I .III I I I j '�{.•� � � �-':. �..�•.:� •• _
1212 REDBELLY ROAD ;
I I III I H j _.._:' � -•• - _ �. - -!.�
10' BUILDING SETBACK LINE (TYP.)
PROPERTY LINE (TYP.)
J. - --
E
NCDEO STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50% CLIENT REVIEW
O6/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/04/2022
REV.NO.
DESCRIPTIONS
DATE
RE\ASIONS
SEAL
v" V
0 Q0�
QJ
SEAL
aJ
CURB RAMP I
(TYP.) C
R22.50'
�-
BUILDING C R5.00 95.93' 56 UNIT APARTMENT `
1011 DIAMONDBACK DRIVE 1
v
v ED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
29.74'
^� r� 18° } 56,
- -�
Al
COMET
BUILDERS LLC
3ENERAL NOTES:
10 FT SEPARATION REQUIRED BETWEEN BUILDINGS.
'.. ALL PROPOSED VEGETATION WITHIN SIGHT TRIANGLES SHALL NOT INTERFERE WITH CLEAR
VISUAL SIGHT LINES FROM 30"-10'.
i. ANY REQUIRED INSTALLATION OR RELOCATION OF TRAFFIC SIGN/PAVEMENT MARKINGS IS THE
RESPONSIBILITY OF THE PROJECT DEVELOPER. PLEASE COORDINATE WITH ONSLOW COUNTY
AND THE NCDOT PRIOR TO INSTALLATION/RELOCATION OF ANY TRAFFIC SIGNS OR MARKINGS
WITHIN ANY PUBLIC RIGHT OF WAY.
4. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL COORDINATE
WITH UTILITY OWNER DURING CONSTRUCTION TO PREVENT UTILITY DISRUPTIONS AND DAMAGE.
CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER AND STOP WORK IF ANY UTILITIES ARE
DISCOVERED IN CONFLICT WITH THE PROPOSED PLAN.
5. ALL DOORS SHALL BE ADA ACCESSIBLE.
COMET - SNEADS FERRY
SNEADS FERRY, ONSLOW COUNTY, NORTH CAROLINA
SITE PLAN ENLARGEMENT
SURFACE MATERIAL LEGEND
hwomwASPHALT
d
SIDEWALK
a
OPEN SPACE
0 30' 60'
SCALE: 1 "=30' (Horiz.)
DATE:
04/04/2022
MCE PROJ. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROJ. MGR.
KCBE
SCALE M&C FILE NUMBER
CS-101
HORIZONTAL: DRAWING NUMBER
VERTICAL: 8
N/A
STATUS: PRELIMINARY DESIGN REVISION
NOT FOR CONSTRUCTION E

0
m R5.
s
A
n
E
D
C
B
A
NCDEO STORMWATER AND EROSION CONTROL SUBMITTAL
507 CLIENT REVIEW
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
ONSLOW COUNTY MAJOR SITE PLAN RE-SUBMITTAL2022
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
07/26/2022
06/OS/2022
6/0/2022
05 /19/2022
04/04T
REVMO.
DESCRIPTIONS
DATE
REVISIONS
30' 0 30' c 0'
SCALE: 1"=30' (Horiz.)
.......'11 H U010.0 SEAL
-,0* ss
A f�`'. �►
D .
"�'trxe�lp�trtlal
v
v NfrM&CREED
243 North Front Street
Wilmington, North Carolina 25401
Phone: [phone], Fax: {910)251-8282
License: F-1222
www.mckimcreed. ccm
ENTRANCE AT
HIGHWAY 210
R35.00'
\1\1 I
STOP SIGN AND
STOP BAR
MONUMENT SIGN
1001 DIAMONDBACK DRIVE
24"CURB AND
GUTTER (TYP.)
300 30' 6 0'
SCALE: 1 "=30' (Horiz.)
MATCHLINE - SEE SHEET CS-101
SURFACE MATERIAL LEGEND
ASPHALT
e
d
SIDEWALK
a
OPEN SPACE
GENERAL NOTES:
1.
10 FT SEPARATION REQUIRED BETWEEN BUILDINGS.
2.
ALL PROPOSED VEGETATION WITHIN SIGHT TRIANGLES SHALL NOT INTERFERE WITH CLEAR
VISUAL SIGHT LINES FROM 30"-10'.
3.
ANY REQUIRED INSTALLATION OR RELOCATION OF TRAFFIC
SIGN/PAVEMENT MARKINGS IS THE
RESPONSIBILITY OF THE PROJECT DEVELOPER. PLEASE COORDINATE
WITH ONSLOW COUNTY
AND THE NCDOT PRIOR TO INSTALLATION/RELOCATION OF
ANY TRAFFIC SIGNS OR MARKINGS
WITHIN ANY PUBLIC RIGHT OF WAY.
4.
CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES
ON SITE AND SHALL COORDINATE
WITH UTILITY OWNER DURING CONSTRUCTION TO PREVENT
UTILITY DISRUPTIONS AND DAMAGE.
CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER AND
STOP WORK IF ANY UTILITIES ARE
DISCOVERED IN CONFLICT WITH THE PROPOSED PLAN.
5.
ALL DOORS SHALL BE ADA ACCESSIBLE.
COMET - SN EADS FERRY
SNEADS FERRY, ONSLOW COUNTY, NORTH ;Ai=:OLINA
SITE PLAN ENLARGEMENT
DATE:
04/04/2022
MCE PROJ. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROJ. MGR.
KCBE
Nk
Of
SCALE
HORIZONTAL:
1 "= 30'
VERTICAL:
N/A
ATUS: PRELIMINARY DESIGN
NOT FOR CONSTRUCTION
M&C FILE NUMBER
CS-102
DRAWING NUMBER
9
REVISION
E

09 7'� Y �i --tom,. / �.... „•" �+.-
_
0 61
^t
---
IKIM = 06. UID
, 1
,
CIO
i�
1 �r
RIM,
C1-27
RIM = 57, 77
f � s
,
Mi it j- III' C. RIM = 55.52 1 q\
1f') 11 to `' \ W ...-._ ./�.; �y, 57 t - fi
j i
I I ,
i 1
I i N 1
t
I +I 1
t
4
r,n
� I
l rP
�1 1
A.
� a `� _.
! i i! I I i1
€ , . aI I I I 1
1 t l 4 l ,
l 1 1 �
0 50' 100'
PROEM
SCALE: 1 "=50' (Horiz.)
mll
i�0i II
EXISTING DITCH JJ
TO REMAIN
f j
Y .
st+ ,
a
_
TO REMA
IN
l r'
59
1
I•.
I
-
.
I,
7
-- - - J J
r
,
57
�_T 1-11
PROPOSED 18" CMP
J .ERIM
DRIVEWAY CULVERT
I _.. �_
l .._._.-._...
t°
57 D1-18 D1-21 _ <, D1-28 , 4 II
l'7\RIM = 55.81 RIM = 55.40 l . RlM = 54.52
j
. �tll
-14
�e1 °
_-. -- _- ---- 57 R/M = 55.42 T_-___ _ .�._;�- __ _ 51 .",_.,,., � a - D1-23 i, � -�,� RlM = 54.63 `; i '
_. \ RIM - 55.04 r 1 I i} ji
C1-34 ,
i
-a
1 ��
,
C! 3 l
Cl 33 -
R/ -
s
M 55.90 '
_m
R!M - 55.94
i Cl-32 56
C1-31 i' t
I 69
i
RJM - 54.6
u 5
I f
)� C/- 28
C/ 30
55.06 i 1
-
111 t.-, RIM = 55.71
• 1
I
\I� ! ? i ! ! 6 ' � '� �___ _ ''
\ - \ .: 1 1 -
I i
1
t '� � I. r
_ I I 1 1 x , � I
� I r __ I 1
RIM 55.04 ! ! 1 1 1
{{
� 1 � � ' s � - � i 11 l i i i i i � j �. "�\�� �. � , ,� _ _ , „� - �_. __��._
r
_ -
I 5,7
Cl 40 DOUBLE
I r - =-
1 _�___ _
,._ . / } r' �. � i 11 � ..... _ � RIM - 54.27 ,
I Jar M M , �_ � P . 1 .� ..� � , Il - _ � �-� �
r y 1 � `� llli 1 ,�l I, ,
D
- -__ __ ...1
-t L--� , �_ BUILDING
5
- FF
i III 1i1111�1�1 111 -
1 �gt111111I ��
}} DI-9 R/M = 53.49 _ 1
I11111 _ �� ,. R/M = 54.68 �, 1 _ ,� 1, 1
` 11
1. 1 ,
RIM = 51.79 L r
-�
\�>> .:. - RIM = 53.3 D1-12 1 - C1-41
\ .. 5 RIM - 54. 73
,
RIM = 53.87 - - Cl 38 (DOUBLE) RIM = 54.4i
I I 1 11 ! I xu 1-j4- 1 4 , 1' 1,. _ - RIM = 53. 41
_,
...rl„52 t
ti 1 BUILDING C
DI-5 -.. _ ."
\ ,l _ FFE 55.71
�i i1}�,.! l,, 1111 `--`.. � - RIM = 54.04 �`
� I� ' � � , it _ �j�•, � � --` -
y_. ' 1 1 1111 II! s
--
tl ro D1-14
'( ,
54.33 _
,1 i!V R46,IM 50.00 G
�1 ��
INV OU1� 1
T• 50 RIM = 53.82 y 1 1 a
--' /
1 1
RIM = 54.14
---�*
Age
_
v
Y `
1`\
Y
1
i
s
1 _ LO
y _ Dl 17
y. 1, RlM = 55.61
r , `\
D1-29
RIM = 55.05
y
BUILDING B-
FFE = 56.78'
,1 1
1,
} 1
h ,
'
- D1-15
1R11w
1 ; H- i - ._- - - S 1 1 \ u
W-1
46.33 rn �Il l� 1 �- i Sg �� ! �' CI-2 1
_ I
D/-4 BUILDING E
, RIM 54.72`-
I
ililii 11 , RlM = 54.03
*I ii i ill ✓ r� LO
1111.111i . �-a` FFE =54.76 LO
�1Lo
D1-13
!I i, R/M = 52.06- _
�a))1 __
, , u � ! I ! n I C1-17 (DOUBLE)
( ! Ili .1 i lail{tlif//ll ��l�ll RIM = 51.12
R 52 30
/M �..
,1
0 i 1 u I!I i i,,lllui Iliiirli Ili ���111 ' ` r '; i-3
! ' 1
1 J idl i iiiilr!ii -�� RIM = 54. 0
D/ 2
RIM_
4
v-
d I 1 '4d1 .� 11 j 1i111 1 _ _f Dl-1
46 45 = 11 Cl-16 _ - -~ �""- _
` t _ ` RIM 51.40
1
= ` 4 - 11 \ , R/M - 51.34
0 11 l 111 1 � � 1 1 4 �m �'•--.�• 1
����
Cl-1 -
i RIM = M. 93 = � )) 1v_,frr, R/M = 52.74
7�,_
SDMH-1
RIM = 52.11
r
1
J
NCDEQ STORMWATER RE -SUBMITTAL
08/24/2022
1
NCDEQ EROSION CONTROL SUBMITTAL
08/19/2022
H
ONWASA PLAN RE -SUBMITTAL
08/19/2022
G
NCDOT DRIVEWAY SUBMITTAL
08/12/2022
F
ONWASA PLAN SUBMITTAL
08/05/2022
E
NCDEQ STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50% CLIENT REVIEW
06/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/04/2022
REV O.
DESCRIPTIONS
DATE
RE SIONS
� SEAL
0� 0�' 1C JG
0
G0
SEAL
�•�`��N CAR04
FV,sS/0 ° �y
°ct° tiy°e
° SE L < -
053 00 =
= e =
v
v�NFKIM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.rnckimcreed.com
-v,IR/M = 54.18
BUILDERS LLC
t
1
-r
r _
f�
R;
CLUBHOUSEs
'1
1 -^
e j
1
F l
i r
F E -56 .., 1 l l . 00 I r<
� l I I
5 l r
4
S
1 -T I,
Cl 13
1 I
1
53
I
RlM .67 0 li -
rl
„
- I
,f
- i I
{p
1
1 1 �
I
, 1 i
_
_ RIM - 54.82
1
t
�
2 L-
R/M = 53.05
a
J ,
i
_ r
t I
`` 55 RIM 54 35
s DI-27
r.. 5
RIM - 54.11 ! , �
ly
%l
i
ii
RIM = 54.38
BUILDING A
FFE=55.35'
1 _
EXISTING 18"
1 DRIVEWAY CULVERT
.,-- 7 ♦ 4..,. I
DI-30 1, 4v C1-10
i
RIM = 54.31 0 ! , - 4 1 ' RIM = 52.32
C1-9
_ � I I r
RIM - 52.34 L / N' Ill
t.r7
t
t
R/M
1
rn 1
3 I
5 8 i � I
RIM
-5
M = 54.1R
€. CF IV 1E.
GENERAL GRADING NOTES BY.-
1 , IF EXISTING CONDITIONS SHOWN ARE DIFFERENT THAN FIELD CONDITIONS, STOP WORK AND INFORM OWNER AND
ENGINEER IMMEDIATELY.
2. IF PROPOSED TIE-IN GRADE ELEVATIONS AT ANY PROPERTY LINE, DRIVEWAY CONNECTION, DRIVEWAY APRON, OR
EASEMENT IS DIFFERENT THAN SHOWN ON PLAN, STOP WORK AND INFORM OWNER AND ENGINEER IMMEDIATELY.
3. NO FINISHED GRADE SLOPES ON SITE SHALL EXCEED 3:1 UNLESS APPROVED BY ENGINEER.
4. ALL SIDEWALKS ARE DESIGNED PER ADA ACCESSIBILITY REGULATIONS. IF ANY SIDEWALK HAS A CROSS SLOPE THAT
EXCEEDS 2% OR A RUNNING SLOPE THAT EXCEEDS 4.5%, STOP WORK AND CONTACT ENGINEER IMMEDIATELY.
5. ALL ACCESSIBLE PARKING STALLS ARE DESIGNED PER ADA ACCESSIBILITY REGULATIONS. IF ANY ACCESSIBLE PARKING
STALL HAS A CROSS SLOPE THAT EXCEEDS 2% OR A RUNNING SLOPE THAT EXCEEDS 2%, STOP WORK AND CONTACT
ENGINEER IMMEDIATELY.
COMET - SNEADS FERRY
SNEADS FERR", ONSLOW COUNTY, NORTH C,=- _ NA
OVERALL GRADING PLAN
IF DATE:
04/04/2072
NICE PROD. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROJ. MGR.
KCBE
SCALE
M&C FILE NUMBER '
CG-100
HORIZONTAL'
DRAWING NUMBER
1 "= 50'
VERTICAL:
13
N/A
STATUS: PRELIMINARY DESIGN REVISION
NOT FOR CONSTRUCTION J

GENERAL GRADING NOTES
/1
r
I
MATCHLI
NE _SEE
I SHEET
J
NCDEQ STORMWATER RE -SUBMITTAL
08/24/2022
i
NCDEQ EROSION CONTROL SUBMITTAL
08/19/2022
H
ONWASA PLAN RE -SUBMITTAL
08/19/2022
G
NCDOT DRIVEWAY SUBMITTAL
08/12/2022
F
ONWASA PLAN SUBMITTAL
08/05/2022
E
NCDEQ STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50% CLIENT REVIEW
06/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/04/2022
REV.NO.
DESCRIPITONS
DATE
VISIONS
� SEAL
�� Av
�\ 0\ 0�
0� 0�'
\-\0
G0
SEAL
�" 0,FESS/0'1%'y
_ <.
SE L -
053 00
v
vM R< I N 4 & CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
1. IF EXISTING CONDITIONS SHOWN ARE DIFFERENT THAN FIELD CONDITIONS, STOP WORK AND INFORM OWNER AND
ENGINEER IMMEDIATELY.
2. IF PROPOSED TIE-IN GRADE ELEVATIONS AT ANY PROPERTY LINE, DRIVEWAY CONNECTION, DRIVEWAY APRON, OR
EASEMENT IS DIFFERENT THAN SHOWN ON PLAN, STOP WORK AND INFORM OWNER AND ENGINEER IMMEDIATELY.
3. NO FINISHED GRADE SLOPES ON SITE SHALL EXCEED 3:1 UNLESS APPROVED BY ENGINEER.
4. ALL SIDEWALKS ARE DESIGNED PER ADA ACCESSIBILITY REGULATIONS. IF ANY SIDEWALK HAS A CROSS SLOPE THAT
EXCEEDS 2% OR A RUNNING SLOPE THAT EXCEEDS 4.5%, STOP WORK AND CONTACT ENGINEER IMMEDIATELY.
5. ALL ACCESSIBLE PARKING STALLS ARE DESIGNED PER ADA ACCESSIBILITY REGULATIONS. IF ANY ACCESSIBLE PARKING
STALL HAS A CROSS SLOPE THAT EXCEEDS 2% OR A RUNNING SLOPE THAT EXCEEDS 2%, STOP WORK AND CONTACT
ENGINEER IMMEDIATELY.
COMET — SNEADS FERRY
SNEADS FERRY, ONSLOW COUNTY, NORTH CAROLINA
GRADING PLAN ENLARGEMENT
GRADING KEY
EP
EDGE OF PAVEMENT
EX
EXISTING GRADE
TC
TOP OF CURB
BC
BOTTOM OF CURB
TD
TOP OF DITCH
CL
CENTERLINE
PG
PROPOSED GRADE
I' 0 30' 60'
SCALE: 1 "=30' (Horiz.)
DATE:
04/04/2022
MCE PROJ. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROD. MGR.
KCBE
SCALE
HORIZONTAL:
1 "=30'
VERTICAL:
N/A
M&C FILE NUMBER
CG-101
DRAWING NUMBER
14
STATUS: PRELIMINARY DESIGN REVISION
J
NOT FOR CONSTRUCTION

EXIS
56.53 EX CL 56.89 �- _� .-. �_ - X CL 56.61 - J! V — _ - TO R
_� !1
— — --
56.73 -- —
7 -
_ X TD 58.56
59
_._
i
TC 56.10
I DI-25
TC 55.51 BC 55.60BW 56.54' e _ ' i RIM = 55.27
BC 55.01' TC 55.43
BC 54.93' EP 55.90' EP 55.50'
MXAi rr, QQ.1 1 51--23
R/M —
BUILDING B
FFE=56.71'
1
=P 56.46 1 s
=P 56.46'
87
5-1
C
J
NCDEQ STORMWATER RE —SUBMITTAL
08/24/2022
1
NCDEQ EROSION CONTROL SUBMITTAL
08/19/2022
H
ONWASA PLAN RE —SUBMITTAL
08/19/2022
G
NCDOT DRIVEWAY SUBMITTAL
08/12/2022
F
ONWASA PLAN SUBMITTAL
08/05/2022
E
NCDEQ STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50% CLIENT REVIEW
06/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE —SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE —SUBMITTAL
05/19/2022
A I
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/04/2022
[RIEV.140.
DESCRIPTIONS
DATE
REVISIONS
� SEAL
01?- 05
0
QJ �5
G0
SEAL 1
30' 0 30' 6 0'
SCALE: 1"=30' (Horiz.)
v
�� &C_R_EED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
l
MATCHLINE - SEE SHEET CG-101
GRADING KEY
EP
EDGE OF PAVEMENT
EX
EXISTING GRADE
TC
TOP OF CURB
BC
BOTTOM OF CURB
TD
TOP OF DITCH
CL
CENTERLINE
PG
PROPOSED GRADE
GENERAL GRADING NOTES
30' 0 30' 60'
SCALE: 1"=30' (Horiz.)
1. IF EXISTING CONDITIONS SHOWN ARE DIFFERENT THAN FIELD CONDITIONS, STOP WORK AND INFORM OWNER AND
ENGINEER IMMEDIATELY,
2. IF PROPOSED TIE-IN GRADE ELEVATIONS AT ANY PROPERTY LINE, DRIVEWAY CONNECTION, DRIVEWAY APRON, OR
EASEMENT IS DIFFERENT THAN SHOWN ON PLAN, STOP WORK AND INFORM OWNER AND ENGINEER IMMEDIATELY.
3. NO FINISHED GRADE SLOPES ON SITE SHALL EXCEED 3:1 UNLESS APPROVED BY ENGINEER.
4. ALL SIDEWALKS ,ARE DESIGNED PER ADA ACCESSIBILITY REGULATIONS. IF ANY SIDEWALK HAS A CROSS SLOPE THAT
EXCEEDS 2% OR A RUNNING SLOPE THAT EXCEEDS 4.5%, STOP WORK AND CONTACT ENGINEER IMMEDIATELY.
5. ALL ACCESSIBLE PARKING STALLS ARE DESIGNED PER ADA ACCESSIBILITY REGULATIONS. IF ANY ACCESSIBLE PARKING
STALL HAS A CROSS SLOPE THAT EXCEEDS 2% OR A RUNNING SLOPE THAT EXCEEDS 2%, STOP WORK AND CONTACT
ENGINEER IMMEDIATELY.
COMET - SNEADS FERRY
SNEADS FERRY, CNSLOW COUNTY, NORTH CA'-- _ -_INA
GRADING PLAN ENLARGEMENT
DATE:
04/04/2022
MCE PROJ. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROJ. MGR.
KCBE
SCALE
HORIZONTAL:
1 "=30'
VERTICAL:
N/A
M&C FILE NUMBER
CG°-102
DRAWING NUMBER
15
STATUS: PRELIMINARY DESIGN REVISION
NOT FOR CONSTRUCTION J

MATCHLINE GENERAL GRADING NOTES
- SEE SHE
ET Cn_ 0^ 1. IF EXISTING CONDITIONS SHOWN ARE DIFFERENT THAN FIELD CONDITIONS, STOP WORK AND INFORM OWNER AND
V `�' ENGINEER IMMEDIATELY.
C1-21 �� _ _ !` _ - - -- - -- - - J 2. IF PROPOSED TIE-IN GRADE ELEVATIONS AT ANY PROPERTY LINE, DRIVEWAY CONNECTION, DRIVEWAY APRON, OR
-- -__-- _ RIM- 57.43I -r
- - -- -'' EASEMENT IS DIFFERENT THAN SHOWN ON PLAN, STOP WORK AND INFORM OWNER AND ENGINEER IMMEDIATELY.
INV IN. 5399
INV IN: 54.02 - FINISHED AP ENGINEER.
i 3 NO FINS ED GRADE SLOPES ON SITE SHALL EXCEED 3 1 UNLESS PROVED BY ENGIN R
INV OUT 53.99 _
._ _ .__ __-" __-__ _`._--.---_-- f5�° o f X " IN/V OUT754.37 ~~ - -' �„gR,q(',E _ GARAGE ti= _ GARAGE 4. ALL SIDEWALKS ARE DESIGNED PER ADA ACCESSIBILITY REGULATIONS. IF ANY SIDEWALK HAS A CROSS SLOPE THAT
r # - - / �!' - GARAGE i- FFE FRONT = 57.10 FFE FRONT = 56.53 0 0
FFE FRONT = 58.19 FFE (FRONT) = 57.81 (FRONT) (FRONT) EXCEEDS 2 /o OR A RUNNING SLOPE THAT EXCEEDS 4.5 /o, STOP WORK AND CONTACT ENGINEER IMMEDIATELY.
X co ( ) FFE REAR = 58.01 FFE (REAR) = 57.30 FFE (REAR) = 56.73 5. ALL ACCESSIBLE PARKING STALLS ARE DESIGNED PER ADA ACCESSIBILITY REGULATIONS. IF ANY ACCESSIBLE PARKING
FFE (REAR) = 58.39 (REAR) 1
, (�\t57
e STALL HAS A CROSS SLOPE THAT EXCEEDS 2% OR A RUNNING SLOPE THAT EXCEEDS 2%, STOP WORK AND CONTACT
ENGINEER IMMEDIATELY.
�56 \ - C1-36
RIM = 55.42
Cl-20, , _. __ --57 INV OUT52.37
I Y RIM = 55.52 - _.
I i INV IN: 52.17.-.-
_- ---
! INV OUT: 52.17 / ;t� �\ / �i - 57 C1-34 i --
I
_ I i CI-35 I� RIM = 55. 90 I e
j i �I C1-33 I j RIM = 55.94 I i INV IN: 52.66 V y\
II ,^
RIM 56.75
�. r L___ �T� .:, INV OUT. 52.81 -INV OUT 52.66
GARAGE �,., t __ INV OUT 53.73 57 - -
FFE FRONT = 55.86 a �� t --- -bb
- - - - RCP ® Sox
, y
, (FRONT) - _
F REAR 56.19 _--- - 1 _._.. 56 _
FFE (REAR) - CI-31 j f 15' RCP 0,0.50z
RCP,O-0. I � �
= 1 \ �I I i I RIM = 54.65 I `
P RIM = 54.69.. I I i CI-28
_� -�� ,% ! � � ! - I � i I ( INV IN. 51.35 I � / � �
i 5 _ c ti i INV IN: 51.49 i { INV OUT. 51.35 �, RIM = 55.32
_ 1 ._ ' _ LV OUT. 51.49 - _ I - J INV /N: 50.70 ``
- ,.__L_ 1-�_. , ` RIM = 55.06
56 INV OUT 51.81
-- o INV IN. 52.27
_50.701
_ -
ti
d INV /N: 51.23 ,
INV OUT 50.70
8
RIM 55.71 -- '
t
_ - - - INV IN. 51.52 _ ..
S6+ l /� - i �i- =:
�•, I � �i � � � �`� -�-. lNV OUT 51.52 �
r---- 55 CI-26 IINV m
_+
I 4
GG
J
I
INV OUT 51.96 �,_____�
i I
I
5
-_ C1-19 5 j _ rr o o d - ®w
r ' Cl-40 (DOUBLE)
RIM = 53.75 / -- _�_ _ -- -___ UTE -- - -UTE _�--Y- - -- U!c 56 I ,, RIM = 54.27
-}
4 - INV IN.
50.10 - -- .`- I D1-10 gW _..
_, ' �, RIM = 54.74 _._ lV V IN: 56.02
INV IN: 50.10 i (, J INV OUT 51 02,'�
-
�--'" �' � � !t 1,
� t s6 I y INV OUT. 50.28
INV OUT- 50. f0 \ INV /N: 50.28
y t 1
GARAGE �t
I FFE (FRONT) = 54.10
_. 54
FFE REAR = 54.45
BUILDING D
FFE = 56.86
+, rn
RIM - 5349
INV IN. 50.43
1 1 -
i ( ' - ` -�, �� I y,` - INV OUT. 50.41
�..�.- N
Ili a t ��
I U D/-9 _._ 4%
4 t, .^----i t � .- � - -- I � �' RIM = 54.68 ', `� C 16•
s
5 ___
¢ I - - I INV IN: 50.10 ,; 15" 5
_,.. t � ,� �__�. � �,. __. �,____ _--, �T ! ,.:INV OUT 50.10
z,
5 t`,
Y ,
DI-8ly
�
\ - x RCp. h 7 45x RIM 54.73
I` r DI-12 O 0.50 8 L
i -_ , w ---' y INV IN. 49.92
GARAGE _ f` RIM = 53.87 /- DO
_- __.... �, INV IN: 50.76 � 1 , ; RlM(= 6 L41
C" 1 INV OUT 50.62 o.50x � __- - INV OUT. 49.90 .± G. �� a <C - �
FFE (FRONT) = 52.56 j _. _ l - , t - ' ® � x DI-7 'y
C/ 25INV IN: 49.79 -
I /� RIM - 55.61� 0
FFE (REAR) = 52.91 _ t - t -' _ - -_
� RIM - 53.35 t p/-6 _ ! !NV OUT 49.79
o INV IN. 47.00 t
INV OUT. 50.23 -. - RIM = 54.33 - j 1 ; t
f't !NV OUT 47.00 u ,
CI-18 - rn INV IN. 50.18 j A c -
o
' M , C/ 41
- INV IN: 46.53 ,n t % t,
RIM = 51.79 , _ .. : --- �� ' . _ - RIM = 54.43
INV IN. 47.86 �� tit _ .f_:__---,� INV OUT 46.53 Dl-5 a �, \, INV OUT. 51.22 '
INV IN: 47.86 t - _ `. °p RIM = 54.04
c4 ® x _ .. _� INV IN: 46.34
a INV OUT. 47.86 - RCP , , y 15' RCP O 0.50.E
INV IN: 50.26
I r ( INV OUT 46.34
� r
#') _
F
L
' - I ;;'raw y ' ,' ' / ii mot.,
RIM = 53.82 \ . D1-14
INV OUT50.57 =� ` ' >o � RIM = 54.33 v , 1 _ /" � '
i ���
' • _ 1 � 0-1 y 1 + � y � s�,� o , � t �' � . ,,� INV OUT 51.08 � �
1 ,
RIM =50.00
I t ' INV OUT 46.50 Y ,' \ t aw !;
� I 1 I / s ( i
C� C1-37
r ,
BUILDING ; -
t '
�- �;._ __.,r FFE =55.71 = 54.14
� 1..--_ �.- � �' INV lN: 49.24 ,--
I \ ` 1 INV OUT- 49.24
;
BUILDING E-
HW-1 , GARAGE �- s� �\ ,i� s , -}-
I -
1 C FFE =54.76 A
I , 'i INV IN: 46.33 t o FFE (FRONT) = 51.70 �-- - 1 J
a i t , K t RIM = 54.72
FFE (REAR) = 52.05INV IN:
�Ca 15' p < a INV IN: 49.04
o u -
r
T . 5 0.50x
I -
O 44 3
_ 54.03 RIM �
R= .3 e . . .
,
p _ _
l-_
INV /N: 45.98 , , D1-13 _
j t N
C1-24 INV IN. 48.45 o RIM = 52.06
52.30 INV OUT 45.98 o INV OUT'48.81
INV OUT- 48.44
1
r
i C1-17 (DOUBLE) , _ r -
r RIM = 51.12
m
INV IN: 46.74
1 ---------------
\ INV IN: 46.74 SRCP Mti N
{ f 1 INV OUT. 46.74 Dl-3
RIM = 54.30
m
INV IN: 44.16
61n INV OUT 44.16
RIM =
INV 'N. 43.72
' f(
IN OUT.• 4372
46
D/-1
44 45 , 't �� o CI-16 - ---'' T .. - 8fm RIM = 51.40
43 j RIM = 51.34 - 4 T l ' ' ®p SQL Sf n r INV IN: 43.02
� INV IN: 46.58 „_ _. �GP 84� IN: 45.57
41 INV ;, lNV OUT. 46.58 - _ gfm.' - INV OUT 43.02
40
FES-1 _ - ' ° ` , -- .
RIM 46.93 RIM = 52.74
I =
INV IN. 41.40 - - INV /N:
46.38 42.14
INV IN.
I _ INV -OUT
RIM SD 52.11 -'
4 .14
l (l - INV IN: 41.66~f'
INV OUT.• 41.66
J
NCDEQ STORMWATER RE -SUBMITTAL
08/24/2022
1
NCDEQ EROSION CONTROL SUBMITTAL
08/19/2022
H
ONWASA PLAN RE -SUBMITTAL
08/19/2022
G
NCDOT DRIVEWAY SUBMITTAL
08/12/2022
F
ONWASA PLAN SUBMITTAL
08/05/2022
E
NCDEQ STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50% CLIENT REVIEW
06/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/04/2022
REV.NO.
DESCRIPTIONS
DATE
REMSIONS
SEAL
0/00
0�L 0� 'C JG
0
GO
SEAL
CAROZ
\.'v, 0 ESS/04, oo
SE L =
053 00 - o -
v
v &CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
COMET - SNEADS FERRY
SN=ADS FE:�PF , ONSLOW COUNTY, NORTH CAF JLINA
STORM DRAINAGE ENLARGEMENT
F
I' 0 30' 60'
SCALE: 1 "=30' (Horiz.)
DATE:
04/04/2022
MCE PROJ. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROJ. MGR.
KCBE
SCALE
M&C FILE NUMBER
CG-103
HORIZONTAL'
DRAWING NUMBER
1 "= 30'
VERTICAL:
16
N/A
STATUS: PRELIMINARY DESIGN REVISION
NOT FOR CONSTRUCTION .FOR CONSTRUCTION J ,

| |
� |
\ ||
||'
GARAGE � � �
|
/ / E (FRONT) uu u./ Dl-
RIM 54.67
CC
RIM 55.81
� 52.
INV OUT now 5;0
4 _��/ ' RIM 5*6J
/
`
~
xvv mr 0'.00
/
CLUBHOUSE
\
01-24
INV IN. 51.77
^ /
IN dw
Its
'INV OUT 49.94
- RIM =
| VVK�� 5I31Cl- 12
BUILDING
Dl-
54.11
INV OUT
BUILDING A
RIM 52.
INV
~~_x
� ' --- —INV OUT- 88
DI 15
' | , RIM 55.10
/ . \
^
`` \ \ \ \-- -O�n �
� �~� \ \ ` / ,�----- [ ' |
\ � � ' � w-~ ` \ \ \ -\ / -��- R«'~
- ` - --r---
m»» � Cy-
" ~IN
�x»00
C —
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
8
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/04/2022
I.. REMSIONS
RIM
-55.05 | /
- _-
= 54./8 -
-- ___-- NwKIN: 45.37 |
0 JD' 5O'
SCALE: 1"=30' /Horiz.\
e1A
4 **J�NRCN4&CREED
243 North Front Street
Wilmington, North Carolina 28401
Ph /910l343 1O48F /810l251 O282
License: F-1222
www. mckim creed. corn
BUILDERS LLC
r �� --- --_ --
.� .. .
MATCHU UNE SEE SHEET CG 103
30' O JO' OD'
SCALE: 1"=30' /Horiz.\
�~����
��.m~�o��� ��'E
0 V1,
/����[��U /����|��� ��v�T��
���-/n�-/xr��_ ��/�r���//��� NOTES
u_�� — ="
1. IF EXISTING CONDITIONS SHOWN ARE DIFFERENT THAN FIELD CONDITIONS, STOP WORK AND INFORM OWNER AND
ENGINEER IMMEDIATELY.
2. IF PROPOSED TIE-IN GRADE ELEVATIONS AT ANY PROPERTY LINE, DRIVEWAY CONNECTION, DRIVEWAY APRON, OR
EASEMENT IS DIFFERENT THAN SHOWN ON PLAN, STOP WORK AND INFORM OWNER AND ENGINEER IMMEDIATELY.
3. NO FINISHED GRADE SLOPES ON SITE SHALL EXCEED 3:1 UNLESS APPROVED BY ENGINEER.
4, ALL SIDEWALKS ARE DESIGNED PER ADAACCESSIBILITY REGULATIONS. |FANY SIDEWALK HAS ACROSS SLOPE THAT
EXCEEDS 2% OR A RUNNING SLOPE THAT EXCEEDS 4.5%, STOP WORK AND CONTACT ENGINEER IMMEDIATELY.
5. ALL ACCESSIBLE PARKING STALLS ARE DESIGNED PER ADA ACCESSIBILITY REGULATIONS. |FANY ACCESSIBLE PARKING
STALL HAS A CROSS SLOPE THAT EXCEEDS 2% OR A RUNNING SLOPE THAT EXCEEDS 2%, STOP WORK AND CONTACT
ENG|NEER|MIVED/ATELY.
����&��_7~ ����C- � ���� ���_��C���
COMET �� ��K�[���[��� FERRY
SK_74DS FER:�" --\3LDVV NORTH CAz�- NA
�T/��&� DRAINAGE
� � |� � ��� r�UU � ����& 8��A��
STORM \���� UJ������x���� ����x���������� U
IF DATE:
04/04/20711
DRAWN
ALM/MDH
DESIGNED
ALM/IVIDH
CHECKED
KCBE
SCALE
M&C FILE NUMBER
HORIZONTAL:
DRAWING NUMB7R
VERTICAL:
17
'STATUS: PRELIMINARY DESIGN REVISION
1%. NOT FOR CONSTRUCTION i

1" AT ADJACENT PLANTING AREA (SHOWN) OR
FLUSH AT ADJACENT LAWN OR HARDSCAPE
3000 PSI CONCRETE
COMPACTED SUBGRADE
SECTION
1 1/2" = 1r-0"
4 1 CONCRETE SIDEWALK
E
NCDEQ STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50% CLIENT REVIEW
06/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
8
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/04/2022
REV.NO.
DESCRIPTIONSREMSIONS
DATE
SCALE: NTS
CA�0
'4 ' •�"
I I \'
� . 01I� K
A
� 610E
C&G (TYP;
OLL
' "°°° 4 " CURB
°° RETURN
00000ao. B
NOTES �' r
SEE I
1. TRUNCATED DOMES WITH OTE i` I
VISUAL CONTRAST TO 6E �
PLACED FROM BACK OF CURB -._--- - 4
TO 2 FT FROM BACK- OF CURB _
2. THE ENTIRE CURB RAMP
FROM EXPANSION JOINT TO 1
EXPANSION JOINT SHALL BE 1
6" THICK CONCRETE, FACE
I PEDESTRIAN I OF CURB
CROSSWALK
STOP I
BAR --'
T YPICAL L OCA TION DETAIL
CURB RETURN
AS REQUIRED IN
2 ' TYP, BUT CUT SECTIONS
DROP CURB 6" VARIES TO TA IN 5LOPD T` 4 ` MIN. LANDING 4"
WALK BEYOND RAMP A 2%----
3"Hp 1 g. 3 ( AXJ 2%
6 6
NO LIP Cl
E. J.
SECTION A -A
SIDEWALK ELEVATION
(8ACK) TOP CURB
CURS �_RN VARIES L� BACKUOF WALK LANDING VARIESUPETRW 4'-0 CPS RE UP BACK OF WALK
-_ff`--- _._.- --r---- ---- - - - - - - - - - .
E. J. -� '`' GU
SEC TION B-B
5 1 ACCESSIBLE CURB RAMP
a .. a .. l
3" (CENTERED)
#4, 12" O.C. BOTH WAYS
6" 4,000 PSI CONCRETE
12" COMPACTED,
NON -RUTTING SUBGRADE
NOTE:
PAVEMENT SHALL BE CONSTRUCTED OF 4,000 PSI
CONCRETE. REINFORCEMENT SHALL BE #4 REBAR
SPACED 12" 0. C. BOTH DIRECTIONS, AS INDICATED
ABOVE. SURFACE FINISHES AND JOINTS SHALL BE
AS INDICATED IN SPECIFICATIONS.
3 1 COMPACTOR PAVEMENT SCALE: NTS
SEAL)
v
v N44MW&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
E. J.
CURB h'ETU!-LN NEI61-1T
TO TFI.4NSITION FROM
O. O " AT EXPANSION JOINT
TO 4. 0 " i? L ANOIN6
ISOMELPIC MEW
GRASS
GRASS
STRIP GRASS CURB MIN. S/W
WIDTH STRIP S/�yr RAMP RETURN FLARE `'LOPS
S/w W WIDTH WIDTH - HEIGHT WIDTH LENGTH
WIDTH L "
6'-0" 0'-0" 6'-0„ 2'-0" 4" 2'-0„
6,-6.,, 1'-6" 5,-0" 2._6." 4„ 4'-0„
7'-0" 2''-0" 5'-0" 3'-0" 4" 31-0" 4'-0"
7'-6" 2'-6" 5,-0" 3.-6„ 4" 3'-5 3,-6..
8'-0„ 3'_0_„ 5,-0" 4'-0„ 4" 4'_0„ 3'_0..
B'-6" 3'-6" 5`-0" 4'-6" N/A 4.-6.. 3'-0.'
9'-0" 4'-0" 5'-0" 5'-0" N/A 5'-0';' 2:-6"
9'-6" 4'-6" 5'-0" 5'-6" N/A 5'-6';
10'-05'-0' 5'-0" 6'-0" N/A 5'-0"
t----
-I I I_I I -III -I
3" S9.5B SURFACE COURSE
(2 LIFTS OF 1.5")
6" COMPACTED ABC
PREPARED SUBGRADE
ASPHALT PAVEMENT SECTION
(LIGHT DUTY SECTION)
NOT TO SCALE
** COMPACTED ABC NOTE-1:
COMPACTED ABC MUST MEET THE NCDOT STANDARD SPECIFICATION
GRADATION. REFER TO NCDOT STD SPECS (JAN 2012 EDITION)
SECTION 520, AND SECTIONS 1005, 1006, AND 1010 FOR ALL OF
THE MATERIAL GRADATION AND SPECIFICATIONS.
** COMPACTED ABC NOTE-2:
GRANITE BASED ABC IS NOT REQUIRED FOR THIS PROJECT.
THE FOLLOWING TYPE OF MATERIALS MAY BE USED FOR ABC;
1. MARL - 6" IN DEPTH;
2. CRUSHED CONCRETE - CAN REDUCE TO 4" IN DEPTH;
3. ASPHALT MILLING CRUSHED TO 2" DIAMETER - 6" IN DEPTH.
2 1 ASPHALT PAVEMENT
1;0?/COMET
BUILDERS LLC
Is,
o�.
.O�
„L
NOTES
1. LENGTH OF 'W" IS VARIABLE. THE
CONTROLLING FACTOR IS THE SLOPE
OF 'W ; WHICH IS 5.0% MIN. AND 8.33% MAX.
2. MAX. SLOPE ON THE FLARES ARE 10% (10-1)
3. TRUNCATED DOMES WITH VISUAL CONTRAST
TO BE PLACED FROM BACK OF CURB TO 2FT
FROM BACK OF CURB
4. THE ENTIRE CURB RAMPS, FROM EXPANSION
JOINT TO EXPANSTION JOINT, SHALL BE
5" THICK CONCRETE.
NOTES.-
1. DETECTABLE WARNING SURFACES ARE REOIIIRED AT THE BOTTOM OF CURB RAMPS, BORDERS OF MEDIANS
AND ISLANDS AND AT RAILROAD CROSSINGS FOR THE FULL WIDTH OF THE RAMP OR SIDEWALK, THE
DETECTABLE WARNING SURFACE WILL PROVIDE A 709 CONTRAST TO THE SURROUNDING SURFACE. THE
DETECTABLE WARNING SURFACE WILL BE A VITRIFIED POLYMER COMPOSITE (VPC) INSERT WITH TRUNCATED
DOMES AS PEA THIS STANDARD FOR SIZE AND SPACING REQUIREMENTS. MASONRY INSERTS MAY BE
SUBSTITUTED FOR VPC DETECTABLE SURFACES PROVIDED CONSTRUCTION PROVISIONS ARE DETAILED AND
APPROVED IN THE CONSTRUCTION PLAN REVIEW. SUBSTITUTE INSERTS SHALL CONFORM TO THE SAME SPACING
AND DIMENSIDNING REQUIREMENTS.
A MINIMUM 48" X 48" LANDING IS REQUIRED AT THE TOP OF EACH CURB RAMP. THE MAXIMUM CROSS SLOPE
ON THIS LANDING IS 2% IN EACH DIRECTION. WARNING SURFACES SHALL MEET OR EXCEED ASTM D 695-072
FOR COMPRESSIVE STRENGTH, ASTM D 638-03 FOR TENSILE STRENGTH, AND ASTM D 790-03 FOR FLEXURAL
STRENGTH. WEATHERING OF SURFACE SHALL MEET ASTM D :S420 WITH NO FADING OR CHALKING.
2. CURB RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY
THE ENGINEER. CURB RAMPS SHALL BE LOCATED AS DIRECTED BY THE ENGINEER WHERE EXISTING
LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC, DO NOT AFFECT PLACEMENT WHERE TWO RAMPS ARE
.INSTALLED ADJOINING, NOT LESS THAN 2 FEET OF FULL HEIGHT CURB SHALL BE PLACED BETWEEN THE RAMPS.
3. NO SLOPE ON THE CURB RAMP SHALL EXCEED 1 "/f ` (12.' 1) IN RELATIONSHIP TO THE GRADE OF THE
STREET.
4. IN ND CASE' SHALL THE WIDTH OF THE CURB RAMP' BE" LESS THAN 48" (4'-0) HOWEVER WIDTH MAY
EXCEED 48 ".
5. USE CLASS "B" CONCRETE WITH A SIDEWALKC FINISH IN ORDER ro OBTAIN A ROUGH NON-SKID TYPE
SURFACE.
6. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE CURB RAMP JOINS THE CURB
AND AS SHOWN ON THIS STANDARD.
7. THE MINIMUM WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET.
B. STOP LINES NORMALLY PERPENDICULAR TO THE LANE LINES, SHALL BE USED WHERE IT IS IMPORTANT TO
INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC
SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT, AN UNUSUAL APPROACH SKEW MAY RE•OUIRE THE
PLACEMENT OF THE STOP LINE PARALLEL TO THE INTERSECTING ROADWAY.
9. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
10. ALL PA VEMENT MARKINGS SHAL L BE DESIGNEO IN ACCORDANCE WITH THE L A TEST EDI TION OF THE MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES (MU7C7) PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION
AND THE NORTH CAROL INA SUPPLEMENT TO THE MUTCO,
11, LOCATIONS FOR CURB DROPS OF PROPOSED AND FUTURE CURB RAMPS WILL BE DIMENSIONED
ON ALL INTERSECTION IMPROVEMENT PLANS.
12. GAPS DUE TO JOINTS, ETC. SHALL NOT EXCEED 1/2-,
3" S9.5B SURFACE COURSE
(2 LIFTS OF 1.5")
8" COMPACTED ABC
PREPARED SUBGRADE
ASPHALT PAVEMENT SECTION
(HEAVY DUTY SECTION)
NOT TO SCALE
PAVEMENT NOTES:
• LIGHT DUTY ASPHALT PAVEMENT SHALL BE USED IN PARKING
STALLS.
• HEAVY DUTY ASPHALT PAVEMENT SHALL BE USED IN ALL
PARKING AISLES AND DRIVEWAYS.
SCALE: NITS
COMET - SNEADS FERRY
SNEADS FERRY, ONSLOW COUNTY, NORTH CAROLINA
SITE DETAILS
OBLIQUE VIEW
VERTICAL CURB AND GUTTER
17j"1 53" R=411
R=1"
R=1}'
2"
COMPACTED r 1
I .COMPACTEDSUBGRADE
24.L
VERTICAL CURB AND GUTTER
SCALE: NTS
1/22"" FILLED EXPANSION JOINT
CONTRACTION JOINT
(1/4" X 1" DEEP SCORE)
174" -
R=1
R=1}.
COMPACTED SUBGRADE
24' -
MEDIAN VERTICAL CURB AND GUTTER
NOTES: 1. EXPANSION JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS
2. 50' MAX EXPANSION JOINT SPACING, 10' MAX CONTRACTION JOINT SPACING
3. MINIMUM INSTALLATION LENGTH IS 5 FT,
4. CONCRETE TO BE 3000 PSI MIN
5. VERTICAL CURB AND GUTTER BASE CAN BE SLOPED 3/4" OR USE A FLAT BASE
1 CURB SECTIONS
DATE:
t----
-I I I_I I -III -I
3" S9.5B SURFACE COURSE
(2 LIFTS OF 1.5")
6" COMPACTED ABC
PREPARED SUBGRADE
ASPHALT PAVEMENT SECTION
(LIGHT DUTY SECTION)
NOT TO SCALE
** COMPACTED ABC NOTE-1:
COMPACTED ABC MUST MEET THE NCDOT STANDARD SPECIFICATION
GRADATION. REFER TO NCDOT STD SPECS (JAN 2012 EDITION)
SECTION 520, AND SECTIONS 1005, 1006, AND 1010 FOR ALL OF
THE MATERIAL GRADATION AND SPECIFICATIONS.
** COMPACTED ABC NOTE-2:
GRANITE BASED ABC IS NOT REQUIRED FOR THIS PROJECT.
THE FOLLOWING TYPE OF MATERIALS MAY BE USED FOR ABC;
1. MARL - 6" IN DEPTH;
2. CRUSHED CONCRETE - CAN REDUCE TO 4" IN DEPTH;
3. ASPHALT MILLING CRUSHED TO 2" DIAMETER - 6" IN DEPTH.
2 1 ASPHALT PAVEMENT
1;0?/COMET
BUILDERS LLC
Is,
o�.
.O�
„L
NOTES
1. LENGTH OF 'W" IS VARIABLE. THE
CONTROLLING FACTOR IS THE SLOPE
OF 'W ; WHICH IS 5.0% MIN. AND 8.33% MAX.
2. MAX. SLOPE ON THE FLARES ARE 10% (10-1)
3. TRUNCATED DOMES WITH VISUAL CONTRAST
TO BE PLACED FROM BACK OF CURB TO 2FT
FROM BACK OF CURB
4. THE ENTIRE CURB RAMPS, FROM EXPANSION
JOINT TO EXPANSTION JOINT, SHALL BE
5" THICK CONCRETE.
NOTES.-
1. DETECTABLE WARNING SURFACES ARE REOIIIRED AT THE BOTTOM OF CURB RAMPS, BORDERS OF MEDIANS
AND ISLANDS AND AT RAILROAD CROSSINGS FOR THE FULL WIDTH OF THE RAMP OR SIDEWALK, THE
DETECTABLE WARNING SURFACE WILL PROVIDE A 709 CONTRAST TO THE SURROUNDING SURFACE. THE
DETECTABLE WARNING SURFACE WILL BE A VITRIFIED POLYMER COMPOSITE (VPC) INSERT WITH TRUNCATED
DOMES AS PEA THIS STANDARD FOR SIZE AND SPACING REQUIREMENTS. MASONRY INSERTS MAY BE
SUBSTITUTED FOR VPC DETECTABLE SURFACES PROVIDED CONSTRUCTION PROVISIONS ARE DETAILED AND
APPROVED IN THE CONSTRUCTION PLAN REVIEW. SUBSTITUTE INSERTS SHALL CONFORM TO THE SAME SPACING
AND DIMENSIDNING REQUIREMENTS.
A MINIMUM 48" X 48" LANDING IS REQUIRED AT THE TOP OF EACH CURB RAMP. THE MAXIMUM CROSS SLOPE
ON THIS LANDING IS 2% IN EACH DIRECTION. WARNING SURFACES SHALL MEET OR EXCEED ASTM D 695-072
FOR COMPRESSIVE STRENGTH, ASTM D 638-03 FOR TENSILE STRENGTH, AND ASTM D 790-03 FOR FLEXURAL
STRENGTH. WEATHERING OF SURFACE SHALL MEET ASTM D :S420 WITH NO FADING OR CHALKING.
2. CURB RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY
THE ENGINEER. CURB RAMPS SHALL BE LOCATED AS DIRECTED BY THE ENGINEER WHERE EXISTING
LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC, DO NOT AFFECT PLACEMENT WHERE TWO RAMPS ARE
.INSTALLED ADJOINING, NOT LESS THAN 2 FEET OF FULL HEIGHT CURB SHALL BE PLACED BETWEEN THE RAMPS.
3. NO SLOPE ON THE CURB RAMP SHALL EXCEED 1 "/f ` (12.' 1) IN RELATIONSHIP TO THE GRADE OF THE
STREET.
4. IN ND CASE' SHALL THE WIDTH OF THE CURB RAMP' BE" LESS THAN 48" (4'-0) HOWEVER WIDTH MAY
EXCEED 48 ".
5. USE CLASS "B" CONCRETE WITH A SIDEWALKC FINISH IN ORDER ro OBTAIN A ROUGH NON-SKID TYPE
SURFACE.
6. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE CURB RAMP JOINS THE CURB
AND AS SHOWN ON THIS STANDARD.
7. THE MINIMUM WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET.
B. STOP LINES NORMALLY PERPENDICULAR TO THE LANE LINES, SHALL BE USED WHERE IT IS IMPORTANT TO
INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC
SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT, AN UNUSUAL APPROACH SKEW MAY RE•OUIRE THE
PLACEMENT OF THE STOP LINE PARALLEL TO THE INTERSECTING ROADWAY.
9. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
10. ALL PA VEMENT MARKINGS SHAL L BE DESIGNEO IN ACCORDANCE WITH THE L A TEST EDI TION OF THE MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES (MU7C7) PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION
AND THE NORTH CAROL INA SUPPLEMENT TO THE MUTCO,
11, LOCATIONS FOR CURB DROPS OF PROPOSED AND FUTURE CURB RAMPS WILL BE DIMENSIONED
ON ALL INTERSECTION IMPROVEMENT PLANS.
12. GAPS DUE TO JOINTS, ETC. SHALL NOT EXCEED 1/2-,
3" S9.5B SURFACE COURSE
(2 LIFTS OF 1.5")
8" COMPACTED ABC
PREPARED SUBGRADE
ASPHALT PAVEMENT SECTION
(HEAVY DUTY SECTION)
NOT TO SCALE
PAVEMENT NOTES:
• LIGHT DUTY ASPHALT PAVEMENT SHALL BE USED IN PARKING
STALLS.
• HEAVY DUTY ASPHALT PAVEMENT SHALL BE USED IN ALL
PARKING AISLES AND DRIVEWAYS.
SCALE: NITS
COMET - SNEADS FERRY
SNEADS FERRY, ONSLOW COUNTY, NORTH CAROLINA
SITE DETAILS
OBLIQUE VIEW
VERTICAL CURB AND GUTTER
17j"1 53" R=411
R=1"
R=1}'
2"
COMPACTED r 1
I .COMPACTEDSUBGRADE
24.L
VERTICAL CURB AND GUTTER
SCALE: NTS
1/22"" FILLED EXPANSION JOINT
CONTRACTION JOINT
(1/4" X 1" DEEP SCORE)
174" -
R=1
R=1}.
COMPACTED SUBGRADE
24' -
MEDIAN VERTICAL CURB AND GUTTER
NOTES: 1. EXPANSION JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS
2. 50' MAX EXPANSION JOINT SPACING, 10' MAX CONTRACTION JOINT SPACING
3. MINIMUM INSTALLATION LENGTH IS 5 FT,
4. CONCRETE TO BE 3000 PSI MIN
5. VERTICAL CURB AND GUTTER BASE CAN BE SLOPED 3/4" OR USE A FLAT BASE
1 CURB SECTIONS
DATE:
04/04/2022
MCE PROJ. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROJ. MGR.
KCBE
SCALE: NTS
SCALE
M&C FILE NUMBER'
CS- 502
HORIZONTAL:
DRAWING NUMBER
N/A
VERTICAL:
24
N/A
STATUS: PRELIMINARY DESIGN REVISION
NOT FOR CONSTRUCTION E

30' MIN.
Z_
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PRECAST WET WELL ° ° n ° ° ° ° ° ° VALVE VAULT W/
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CHECK VALVES, GATE VALVES
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__--__-__-__-__-____.-_-__.-__--____-__-__-__-__-__-__-__-__-__-_____-__-__-_ -__b__ --------- __-I------ Pam__-__-p
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11 SANITARY SEWER MANHOLE
I
ROADCENTERLINE -------------------------------- --------------- — — —0----------------------------------------------------------------------
PSD NO. 26 - TYPICAL DUPLEX LIFT STATION PLAN DETAIL
NOT TO SCALE
E
NCDEQ STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50% CLIENT REVIEW
06/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/04/2022
REV.NO.
I DESCRIP"nONS
DATE
REMSIONS
SEAL
0� 0C)
nQ
QJ
ads°'``
Qr -z
- .."
SEAL
v
4*p1NfM&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed. corn
STANDARD DETAILS SHEET E
pLv�s, TLC
COMET - SNEADS FERRY
SNEADS FERRY, ONSLOW COUNTY, NORTH CAROLINA
UTILITY DETAILS
DATE:
04/04/2022
MCE PROJ. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROJ. MGR.
KCBE
SCALE
HORIZONTAL:
N/A
VERTICAL:
N/A
M&C FILE NUMBER
CU - 507
DRAWING NUMBER
34
STATUS: PRELIMINARY DESIGN REME
NOT FOR CONSTRUCTION

1. ALL EXISTING VEGETATION THAT IS USED TO MEET LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING
MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE OWNER OF THE PROPERTY ON A CONTINUING
BASIS. ANY PLANTED MATERIAL WHICH BECOMES DAMAGED OR DISEASED OR DIES SHALL BE REPLACED BY THE OWNER
WITHIN 60 DAYS OF THE OCCURRENCE OF SUCH CONDITION. IF, IN THE OPINION OF THE ZONING ADMINISTRATOR THERE
ARE SEASONAL CONDITIONS WHICH WILL NOT PERMIT THE TIMELY REPLACEMENT OF THE VEGETATION (E.G. TOO HOT
OR TOO COOL FOR SUCCESSFUL REPLANTING) THIS REQUIREMENT MAY BE ADMINISTRATIVELY WAIVED UNTIL A TIME
CERTAIN WHEN THE REPLANTING WOULD BE SUCCESSFUL,
2. VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THE LANDSCAPE PLANS AND IN THE PLANT
SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE ARCHITECT SHALL BE
NOTIFIED OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING OR INSTALLATION.
3. ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES AND REGULATIONS, CONFORM TO
REQUIREMENTS OF PLANT LIST AND TO THE AMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN STANDARD OF
NURSERY STOCK" AND "HORTICULTURAL STANDARDS" AS TO SPECIES, AGE, SIZE, AND PLANTING RECOMMENDATIONS.
4. LANDSCAPE MATERIAL PLACED IN PREPARED HOLES SHALL BE PROPERLY BACKFILLED PRIOR TO THE END OF THE
WORKING DAY.
5. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION.
6. LANDSCAPE ARCHITECT SHALL APPROVE ANY ON -SITE PLANT STORAGE AREA FOR ACCESSIBILITY, SHADE CONDITIONS,
HEALING -IN MULCH MATERIAL AND TEMPORARY WATERING METHODS.
7. ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PARTS OF THE ROOT BALL.
METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON
ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM PLANT BALLS PRIOR TO BACK
FILLING.
8. ALL PLANT BEDS OR RAISED SAUCER RINGS SHALL BE EDGED WITH SMOOTH, CONTINUOUS CURVES.
9. ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AND WIDTHS AS ILLUSTRATED IN PLANTING DETAILS.
10. TREE GUYING SHALL BE PERFORMED WITHIN A WEEK OF PLANTING. THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVING ALL TREE GUYING STRAPPING AND STAKES AFTER THE FIRST FULL GROWING SEASON OR
ONE YEAR, WHICH EVER COMES FIRST.
11. CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO PLANTING.
12. ANY EXPOSED OR UNCOVERED LINES SHALL BE SHOWN TO GENERAL CONTRACTOR PRIOR TO BACKFILLING.
13. ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND SHALL BE
MULCHED AS SPECIFIED.
14. ALL MATERIALS. PLANTING AND LANDSCAPE WORK SHALL CONFORM TO THE CURRENT MUNICIPAL AUTHORITIES
STANDARD SPECIFICATIONS AND DETAILS.
15. ALL LANDSCAPE AREAS THAT ARE NOT PLANTED, MULCHED OR PAVED SHALL BE SEEDED OR SODDED.
16. FIRST YEAR PRUNING OF TREE CROWN SHALL BE LIMITED TO REMOVAL OF DEAD & DAMAGED WOOD.
17. TREE PROTECTION FENCE SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO CLEARING, GRADING AND
CONSTRUCTION ACTIVITY OR ISSUANCE OF ANY RELATED PERMITS. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS
OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
18. MULCH LINE SHALL CONSIST OF SMOOTH CONTINUOUS CURVES.
19. ALL TREES NOT WITHIN A PLANT BED SHALL BE TREATED WITH A 6' DIAMETER MULCH RING TYPICAL, UNLESS
OTHERWISE INDICATED ON THE PLANTING PLANS.
20. TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS OR AS OTHERWISE DICTATED
BYLO AL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMA
GE TO
ANY
AND ALL PU
BLIC OR PRIVA
TE T U ILITIE S.
T
21.
SUBSTITUTIONS
S OF PLANT MA
TERIALS P
MATE ALS SPECIFIED N CAN ONLY OCC
UR WITH
PRIOR APPR
OVAL ROV AL BY LA
NDSCAPE
CAPE ARCHITECT. C RCHITE
22. AREAS DAMAGED BY ACTIVITIES OF CONTRACTOR SHALL BE RE-ESTABLISHED TO PRE -DISTURBANCE CONDITIO
N AT NO
ADDITIONAL COST TO THE OWNER.
23. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE,
AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
24. CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR TO INSTALLATION.
25. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE
MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC.
26. DEEPROOT ROOT BARRIER OR APPROVED EQUAL SHALL BE INSTALLED WHERE TREES ARE WITHIN 10' OF A UTILITY OR
HARDSCAPE. THE ROOT BARRIER SHALL BE INSTALLED ACCORDING TO MANUFACTURER RECOMMENDATION.
6 PLANTING NOTES
E
NCDEQ STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50% CLIENT REVIEW
06/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/19/2022
REV.NO.,
DESCRIPTIONS
DATE
IONS
NTS
PREVAILING
WINDS
STAKE
TRUNK
STAKING
PLAN
"ARBORTIE" HEAVY DUTY —
TREE GUY STRAPPING,
COLOR TO BE GREEN, 900LB
BREAK STRENGTH, SLACK
STRAP LIGHTLY TO ALLOW
SLIGHT MOVEMENT IN TREE
PULL BACK TOP %4 OF
BURLAP, TWINE TIES AND
WIRE BASKET, LEAVE
REMAINDER AROUND
ROOT BALL
MULCH AS SPECIFIED,
KEEP 6" AWAY FROM
TREE TRUNK ,
GENERAL NOTES:
A. TREE TO BE STRAIGHTENED PRIOR TO BACKFILL AND GUYING
B. SCARIFY BOTTOM AND SIDES OF PLANT PIT.
C. STAKE AND GUY TREES 3" CALIPER OR GREATER, OR TREES IN WINDING
LOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT.
D. DO NOT WRAP TREE TRUNK.
E. MARK NORTH SIDE OF TREE AT NURSERY AND PLANT WITH MARKING FACING
NORTH.
F. BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, PACK SOIL
AROUND BASE OF ROOTBALL TO STABILIZE, INSTALL REMAINDER IN 9" LAYERS,
HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER
FISHGRADE\ NI \\
/
/ /
/
4 DEEP SHOVEL
DUG "V" TRENCH,
i
SEE LANDSCAPE -'-�Ti ' I i i- i�l f'''I II`'f a I'' `L (o
PLAN FOR 2 TO 3 TIMES THE
LOCATIONS ROOT BALL DIAMETER
NATIVE SUBGRADE
BALLED AND BURLAP SECTION
ROOT BALL
COMPACTED NATIVE
SOIL PEDESTAL
5 TREE PLANTING
SEAL'
A y w
'M f` ;
' ..
t - ., ►
1.
lY1411#1004
TREE AS SPECIFIED PER
LANDSCAPE PLAN(S)
LOOP STRAPPING JUST
ABOVE FIRST LIMB AND
AROUND CENTRAL
LEADER, REFER TO
MANUFACTURER'S
RECOMMENDATION FOR
TYING METHOD
ROOT FLARE TO BE SET
2" ABOVE EXISTING
GRADE
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
/� rep `• � +�CV I'd'
�I
i,
I
i _-
,
2" X 2" X 30" UNTREATED
LUMBER STAKES (TYP.), (3)
TOTAL EQUALLY SPACED
AROUND TREE, INSTALL
OUTSIDE OF ROOTBALL
AND BACKFILLED SOIL
MIXTURE
TOPSOIL
_1 , A
—r
m � , Ne
V" W 6�
�4k_ G4°_
SHRUB
PLANT SPACING CHART
SPACING (A)
ROW OFFSET (B)
SPACING (A)
ROW OFFSET (B)
1'-0" O.C.
101, O.C.
5'-0" O.C.
4'-4" O.C.
1'-6" O.C.
1'-4" O.C.
6'-0" O.C.
5'-2" O.C.
2'-0" O.C.
1'-91, O.C.
7'-0" O.C.
6'-1" O.C.
2'-6" O.C.
2'-2" O.C.
8'-0" O.C.
6'-11" O.C.
3'-0" O.C.
2'-7" O.C.
9'-0" O.C.
7'-10" O.C.
3'-6" O.C.
3'-0" O.C.
10'-0" O.C.
8'-8" O.C.
PLANTING BED EDGE --I
PLANT SPACING
PLAN 4' -0 O.C. 3 -6" O.C.
GENERAL NOTES:
A.
SCARIFY BOTTOM AND SIDES OF PLANTING PIT.
B.
THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE
PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH.
SUBGRADE. LARGER
C.
BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED,
REMOVE VOIDS AND WATER EACH LAYER
INSTALL IN 6" LAYERS, HAND TAMP TO
D.
ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED
BY HAND
PRIOR TO PLACEMENT
AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO SCARIFY ROOT BALLS.
p
SHRUB AS SPECIFIED
PER LANDSCAPE PLAN(S)
ROOT CROWN TO BE SET
2" ABOVE EXISTING
m00
o _j I=
EQUAL TO THE PLANT SPACING
GRADE MIN.
!= z
PLANT SPACING AS SPECIFIED
4" DEEP SHOVEL DUG "V"
ow
j d
AS SPECIFIED (TYP.)
TRENCH, SEE
O F- O
z
(TYP.)
LANDSCAPE PLAN FOR
�
LOCATIONS
cr-F
ADJACENT TURF AREA,
ILLO 5' a
REFER TO PLANTING
PLAN FOR LOCATIONS
1/ d
/
/
\ \d
Z Cd d
r
_
d
'r
I
� i.
i
i
lil I9I--!
II ,l,
6' MN- z
SHRUB ROOT BALL
NATIVE SOIL, TILL SOIL
TO A 6" MIN. DEPTH
SECTION
NTS 11 4 1 RHRI IR PI ®rtlTlnir�
v
v N44a4&CUED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
,vww.mckimcreed. com
d
d
r.;
r
r�
I
_III
1i _
MULCH AS SPECIFIED,
KEEP 4" AWAY FROM
ROOT CROWN
NATIVE SUBGRADE
TOPSOIL PER
SPECIFICATIONS
NTS
12 - RHY WHI
4 - LOB SIP
A q
jo 6� �
�
D yd
SHRUB
PLANT SPACING CHART
SPACING (A)
ROW OFFSET (B)
SPACING (A)
ROW OFFSET (B)
6" O.C.
5" O.C.
24" O.C.
1'-9" O.C.
8" O,C.
7" O.C.
36" O.C.
2'-7" O.C.
12" O.C.
10" O.C.
4'-0" O.C.
T-6" O.C.
15" O.C.
1'-1" O.C.
5'-0" O.C.
4'-4" O.C.
18" O.C.
1'-4" O.C.
6'-0" O.C.
5'-2" O.C.
PLANTING BED EDGE --1
--d
PLANT SPACING
PLAN
GENERAL NOTES:
A.
SCARIFY BOTTOM AND SIDES OF PLANTING PIT.
B.
THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE
NATIVE
PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH,
SUBGRADE. LARGER
C.
BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED,
INSTALL
REMOVE VOIDS AND WATER EACH LAYER
IN 6" LAYERS, HAND TAMP TO
D.
ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED
BY HAND PRIOR TO PLACEMENT
AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO SCARIFY ROOT BALLS.
O
PLANT AS SPECIFIED PER --
ROOT CROWN TO BE SET
ui o O
m w z
LANDSCAPE PLAN(S)
2" ABOVE EXISTING
� —I I-
EQUAL TO
GRADE MIN.
0 1= Q
THE PLANT SPACING
4" DEEP SHOVEL DUG "V"
D >
AS SPECIFIED (TYP.)
I-_
TRENCH, SEE
0 00
PLANT SPACING
LANDSCAPE PLAN FOR
z �
T O
AS SPECIFIED (TYP.)
LOCATIONS
ate.
0
°
ADJACENT TURF AREA,
°
REFER TO PLANTING
PLAN FOR LOCATIONS
d /
Y /
z
I
I
I. i._,
-
,�� ,
GROUND
4"
COVER ROOT
MULCH AS SPECIFIED,
BALL
KEEP 4" AWAY FROM
TREE TRUNK
NATIVE SOIL, TILL SOIL
NATIVE SUBGRADE
TO A 6" MIN.
DEPTH
SECTION
TOPSOIL PER
SPECIFICATIONS
2 � GROUNDCOVER PLANTING
f�
STORM WATER POND
++++++ +++++
++++++
+++++
+++++++++++
+++++++++++++++++++++++
++++++++++++++++++++++
++++++++++++++++++++++++++++++++++++++++++++++
+++++++++
++++++
++++++++++++++++++++++++++++++++++++++++++++++
++++++++++++++++++++++++
o
++++++++++++++++++++++++
+++++
+++++++++++++++++++++++++
i•Y)
+ +++++++++++++++++++++++++++++++++++++++++++++
++++++++++++++++++++++++++++++++++++++
+++++++++++++++++++++++++++++++++++
+++++++++++++++++++++++++++++++++++
+++++++++++++++++
1
++++++++++++++++
++++ ++++++++++++++++
M
..
..POND UP SLOPE •
uj
_MAINTENANCE BENCH_ ....
_ .' ::.•.' �•
Q rn
�
_
11 - EUP FIS 34 - LOB SIP — 2 -RHY WHI
TYPICAL CYN-DAC
PLANTING PLAN
TYPICAL PLANTING SCHEDULE PER 40' LF
SUBMERSIBLE CODE BOTANICAL NAME COMMON NAME
EUP FIS EUPATORIADELPHUS FISTULOSUS JOE PYE WEED
++++++++++
++++++++++
++++++++++ LOB SIP LOBELIA SIPHILITICA
++++++++++
RHY WHI RHYNCHOSPORA COLORATA
GROUND COVERS CODE
BOTANICAL NAME
CYN DAC CYNODON DACTYLON
1 VEGETATIVE SHELF PLANTING
BUILDERS LLC
GREAT LOBELIA
SIZE
HEIGHT
SPACING
QTY
1 GAL.
18"-24" HT.
30" O.C.
11
5" DEEP PLUG 12"-18" HT
STARRUSH WHITETOP 4" POT 12"-18" HT.
COMMON NAME SIZE SPACING
BERMUDA GRASS SEED 3 LBS / 1000 SF
COMET - SN EADS FERRY
SNEADS TERRY, ONSLOW COUNTY, NORT— ROUNA
LANDSCAPE DETAILS
DATE:
04/04/2022
MCE PROJ. #
DRAWN
07889-0002
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROD. MGR.
KCBE
18" O.C. 38
36" O.C. 14
QTY
SEE PLAN
NTS
NTS
SCALE
M&C FILE NUMBER
CL-501
HORIZONTAL'
DRAWING NUMBER
AS SHOWN
VERTICAL:
35
N/A
TATUS: PRELIMINARY DESIGN REVISION
NOT FOR CONSTRUCTION E
ry
wig

La
NOTES
1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP -RAP DIMENSIONS AND CLASSES.
2. RIP -RAP 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.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE
F THE RECEIVING CHANNEL. THE ARE
A EA 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.
4. 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
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL
SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE
PERMITTED.
NATURALGRADE w
M M am
I RIP RAP II"` - Outlet Pipe Diameter " IS Length =
Outlet ilowrate C i Width = �.
OLitletvelocity 6 E c;_ Max Stone Dia = 11a.
Material= _. Thicluiess =
NOTE: MINIMUM H=2/3 �— LAYER OF FILTER FABRIC
PIPE DIAMETER
SECTION B-B
5 1 RI PRAP APRON OUTLET
TOP OF POND EL. 52.00'
40 FT 1 3
1
EMERGENCY SPILLWAY WEIR EL
- --
4 I EMERGENCY SPILLWAY
IF
"144
J
NCDEQ STORMWATER RE -SUBMITTAL
08/24/2022
1
NCDEQ EROSION CONTROL SUBMITTAL
08/19/2022
H
ONWASA PLAN RE -SUBMITTAL
08/19/2022
G
NCDOT DRIVEWAY SUBMITTAL
08/12/2022
F
ONWASA PLAN SUBMITTAL
08/05/2022
E
NCDEQ STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50% CLIENT REVIEW
06/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/04/2022
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
RIP -RAP EMERGENCY SPILLWAY
12" THICK LAYER NCDOT CLASS B
RIP -RAP
(d50 = 8") W/ 4" THICK LAYER NCDOT NO.
57 STONE BEDDING WRAPPED WITH
NON -WOVEN FILTER FABRIC (SI
GEOTEX 801 OR APPROVED
SUBSTITUTE)
� SEAL
IV
0�1 \0
0� 0" 'C 00
�¢Q\-\0
QJ ��
GO
SEAL
N CARP
SE L
053 00
= o =
e
NTS
NTS
TOP OF BERM EL. 52.00'
OVERFLOW STRUCTURE
- 3 11 (SEE DETAIL) 1 3
TEMPORARY POOL EL. 48.50'
VEGETATED OPP ELF
I 6 0' 34.0 LF OF (2) 18" RCP @ 0.50%
i (ASTM C76 CLASS III PIPE)
0.5 FT � I �. PERMANENT POOL EL. 46.50' PERMANENT POOL EL. 46,50' _ _ - . WITH "0" RI G GASKET JOINTS (ASTM C361)
0.5 FT _
2 FOREBAY BERM EL = 46.00' ---,_
1 FOREBAY 2 I—� { 2 MAIN BAY 2 INV 46.50' 1 FT
ui 1 --I I 1 1� 3 FT INV 46.33'
SEDIMENT STORAGE EL. 41.00' -III—I ` 99' ' (( STORAGE EL. 39.00' CUTOFF TRENCH
SEE PLAN FOR I I—III—� i-1 WITH 1:1
LOCATION & INVE g }_III I I u-i SIDE SLOPES
FOREBAY BOTTOM EL. 40.00' -1 I I— — {{ POND BOTTOM EL. 38.00' 3 FT 3 FT
III-1 1/3 LENGTH OF PIPE RUN
1.5' ALUMINUM ANTI -SEEP
6 FT COLLAR SPACED 5 FT
VEGETATED SHELF BELOW CUTOFF TRENCH
6:1 SLOPE TYP. (TYP.)
1 FOREBAY AND STORAGE POND SECTION NTS
STORM ELEVATIONS D
30' 0 30' 60' g .
WET POND I N w N M M C
1-YR DEPTH = 48.29' SCALE: 1"=30' (Horjz.)
DESIGN STORM R-20o 00, 1
410.73'
2-YEAR = 48.56' - - - - - - - - - - - - - - - - - N61 ° 04' 05.62"W - - - - -
1
10-YEAR = 48.99'
OI
25-YEAR = 49.52'
100-YEAR = 50.05'
ly ,n
Ln
I N
00 Z
N
I
C/-1
RIM = 52.74
_ _ _ _ _ _ _ _ _ _ - _ S61 ° 04' 04.97"E - - `s _ _ _ INV IN: 46.38
g w 426.65' INV OUT.• 42.14
5 S SDMH-1 i I
y4� RIM = 52.11 I
5454 INV IN: 41.66
3 .•_,._••—' —• _. _. _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._,•_.•`.• INV OUT.• 41.66 �
— — — — — — — — — — — — — —.......— — -
-——— —— — �'� �•
i'
- - - - - -
_—............................................_ _
. •• 44 •�-
42 -
41
III
3 I I I I
_ r 38 I l j l i l
I! I I I I
FES-1
lNV IN: 41.40
---- - SCM#1
0-1
RIM = 50.00
INV OUT- 46.50 ! !III I
EMERGENCY SPILLWAY —'" ., \'` ,\�\•.\�..�•._ i j i i i i
— __ �, - _ �• __zzz
"''/•� ('y `'--•-_ lNV IN: ..,�(2)18"RCP@0.50% 6J,!jjjj
O-`1 1 1 I I I
(1tv4 9.
� — _
_-z f MII
rn _ OUTLET RIPRAP. SEE
v) DETAIL, THIS SHEET.
t• ` (2) 24" CULVERTS BENEATH
SANDHILL COURT TO BE
INSTALLED BY OWNERM
EXISTING DRAINAGE
EASEMENT
0
O
7 1 POND PLAN VIEW
v
v &CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
COMET
BUILDERS LLC
COMET - SNEADS FERRY
SNEADS FERRY, ONSLOW COUNTY, NORTH CAROLINA
STORM DRAINAGE DETAILS
DATE:
04A+Xa p:9
MCE PROJ. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROJ. MGR.
KCBE
ill =20'
SCALE
M&C FILE NUMBER
CN-501
HORIZONTAL'
DRAWING NUMBER
1 "=30'
VERTICAL:
37
N/A
STATUS: PRELIMINARY DESIGN REVISION
J
NOT FOR CONSTRUCTION ,

O
C7 MGENERAL
-
NOTES
2'-0" .�
°
w
T
AS
OO
G
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
C,
INTERNAL
MIN.
MIN.
MIN. CIRCUMFERENTIAL
F- Q
H
OO CO O
F_ O
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
CONCENTRIC
-
DIAMETER
WALL
TOP/BOTTOM
AREA OF STEEL
Q H ;
H
r O IT S Cn
ACCORDANCE WITH AASHTO M199.
CONE SECTION
(FT.)
THICKNESS
SLAB THICKNESS
PER VERTICAL FT.
Z =
H CD 0
Hm-i z --H = D
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12"
(IN.)
(IN.)
(SQ. IN.)
O¢
LL J a H z
O _
0 O A C.) m
m
FROM THE TOP TO THE BOTTOM OF THE MANHOLE.
Cr z -
" z
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
4
4
6
0.12
F- U O 'D
Z = O
O H
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
OF 9" ABOVE THE GROUND AT OTHER LOCATIONS.
5
5
8
p,15
Q F- H
.
6
6
8
0.16
� = Oz Ltl
-I D
D
LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF
BOTTOM
O Q
y
HO
SLAB.
D
Z H ¢
(A
THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE
~ f>•1
(L
z
N
THINNEST PORTION OF THE TOP/BOTTOM SLAB.
ALTERNATE CONE SECTION 2 0
`-
'
�
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS
GRADE RING �
A DISTINGUISHABLE TOP AND BOTTOM.
q o,07
A
MIN. AREAOF OF STEEL
°' + 2 W'
ECCENTRIC CONE
°
IS 0.
m
W
> �'
ADDITIONAL
9" MIN. #4 REBAR
CLR.
LOCATE WALL REINFORCEMENT
" MAX. PA ING
OF CIRCUM. R/F
~
W
IN MIDDLE THIRD OF WALL
CIY
. e ,• • ,o,. e ,
,o
H
z
¢
!7
r
1 MIN. " USE MIN. AREA OF STEEL
CLR.
IN TOP
°
O fr7
LL
Z '"{
SLAB OF #4'S @ 8" CTS.
EACHWAY/EACH FACE *.
STEP STD.
N0. 840.66
U'
N =
FLAT TOP SLAB
A6
N w
zCL
r (n
-I m
FS
AME AND GRATIS
STD. No.
(CIRCUMFERENTIAL
REINFORCEMENT)
-y
7- H
w
=
TRAFFIC
BEARING
840.37Cr
a a
z
O
C D
ADDITIONAL #4 EACH
SIDE OF OPENING (1" NONTMFFIC
CLEAR
BEARING:
840.22
ADDITIONAL #4 EACH
SIDE OF OPENING
LONGITUDINAL
REINFORCEMENT
0
o LO 00
OF BOTTOM FACE
840.26
(1"
RISER
¢
.A
®
PLACE BARS DIAGONAL
840.20
CLEAR OF BOTTOM FACE)
<
(p
TO CORNERS (TYP. )
840.2e
• C
�.
-0 Z y
840.33
-
'w'
'D'
'w'
Z s
W I-
H
v
i FRAME & GRATE i
��
O J
m z
��
_
.� "�
SEE STD. 840.54
FOR MANHOLE
= = N
T
H
RING AND COVER
z
,a
BASE
Z
Z
0
=
11� - JL = "I 1
I i_
I
I
I
I� A�
'� ��
¢
o
CD
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~
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f.
L
w
b
r3
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1 Ir - I I
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., 7
___
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REINFORCED CONC.
FTG: (SEE STD.
1525.01 IF
m
�` 77 �`
, _ 7
USE N. AREA OF STEEL
REQUIRED)
a
V
m
` i
I IN BASE SLAB OF
I______0.12 in' PER LINEAR
j
W
.w
FOOT EACH WAY
c
-
-
CL
TYPICAL MANHOLE SECTION
SHEET 1 OF 1
GRATED INLET OPTION MANHOLE
OPTION
SHEET 1 OF 1
1840.521840.52
9 PRECAST MANHOLE 41, 5% AND U DIAMETER
o m
GENERAL NOTES:
z
O
O
"'
'
THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS:
H }
H Z
= Cn O
v
I
6_"
I
(
840.04, 840.05, 840.14, 840.15, 840.31, 840.32, 840.34,
Q Q
a
DH07o
1" MIN. I
�6
840.35, 840.36 AND 840.41.
*
F- '
z s
r O Cn
M z = D
CLRTYP
.()
SECTION VIEWS
INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE
WITH NCDOT STANDARD SPECIFICATION SECTION 840.
H Os C0 V
Z
1" MIN.
USE 40DO PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
0 0 a =
Z
-nZym
CLR,(TYP)
OPTIONAL JOINT DETAILS
* USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A185
w Q LL
.= s
= Cn 0 0
v
4x4 W4xW4
WELDED WIRE FABRIC (WWF).
Q U Cr O N
~
z H r
WWF (LAP
#5 REBARS @ 12"
" LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15'-0".
F- s Z w
Cn
C") = 7o z
WWF 6" ON-
CENTERS (HORIZ.
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD
F- LL OH J
o a
D D
o
TO FABRIC)
& VERT.)
1926.704.
*
O Cn s
(USE WITH
ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED
z
O H
4' X 4' & LARGER
UNLESS ALLOWED BY DETAIL IN PLANS.
*
a H
Z
-•o a v
DRAINAGE STRUCTURES
PRECAST ALL ELEMENTS TO MEET ASTM C913.
7
W O
TYPICAL) - 'L' BARS WITH
* FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
[]
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
6" L' OR 'W' 6"
STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
* WELDED WIRE FABRIC MAY
BE SUBSTITUTED FOR REBAR IF
MIN. I MIN. THE SAME MIN. AREA OF STEEL IS PROVIDED.
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
Do
STANDARD SPECIFICATIONS.
#4 REBARS @ * LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS I'-
#4 REBARS @ 6" CENTERS � TO 6'-0" X W-0". ¢ U)
EACHEWAYRS EACH WAY H * THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE Q
LOCATED INA,
SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAME WHICHEVER 0 LL �
CENTER THIRD IS GREATER. CD W
OF WALL TYPICAL PRECAST « ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA H
RISER SECTION #5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD. �
DWG. 840.34 FOR MANHOLE INSTALLATION, =Q
rn y PRECAST RISER PLAN N y
H O 2 #5 BARS EACH SIDE Q W
oa
Z OF OPENING FULL SPAN _
C M 1" MIN. CLEAR w °E MIN. L MIN. H W O
m
n a Z
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LOCATE OPENING Z TYPICAL SECTION '•°''.,°' •'•°• '••0• °'
AS REQUIRED ip
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840.46 MI"' PLAN TOP SLAB MI"' OF BASE UNIT
8 1 TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE
SHEET 1 OF 1
ISOMETRIC VIEW 840.46
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CONSTRUCTION CONSTRUCTION CONSTRUCTION
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p = CCD NOTE: z z
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CONSTRUCT GRATED DROP INLET TO COINCIDE WITH NORMAL CONCRETE -' c
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Sig" DIA. BENT BAR SUPERELEVATED SECTIONS
OF 1
.25�SHEET 1 OF 11 OF 1
840.25840.25
7 ANCHORAGE FOR FRAMES
E
NCDEO STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50% CLIENT REVIEW
06/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL 104/04/2022
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
SEAL
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SHEET 1 OF 1
840.16 SHEET 1 OF 1
840.16
NTS 6 DROP INLET FRAME AND GRATES
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840.03
NTS 5 DROP INLET FRAME AND GRATES
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NTS 4 FRAME GRATE AND HOOD
�.......... f4 w" SEAL
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vNFI<JM & CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
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-,OPING(INCIDENTAL)
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840.16 FRAME
RATE
6"
SECTION X-X
GENERAL NOTES:
S
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-8" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL. 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
(SEE NOTE) MAX. PIPE THIS SIDE
SECTION Y-Y
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,
rorAl
Foe WlN vixn
ON MIN- n
C.M.
R.C.
12"
3'-0"
2'-0"
2'-C"
0.222
0,222
0.592
0.015
0.026
15"
2'-3°
0.648
0,023
0.036
18"
2' 6"
0.703
0.033
0.049
0.E114
0.059
0.085
2'-0"
3'-6"
0.222
0.222
0.925
0,092
0.127
NTS 3 CONCRETE DROP INLET
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GRADES 2% AND UNDER
3'-0'l I I DEPRESSED GUTTER LINE
EXPANSION JOINT I I
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
EXPANSION JOINT NORMAL GUTTER LINE
TOP
USE ON GRADES VER 2°4 ELEV.
I -10„ I 6DEPRESSED GUTTER LINE
EXPANSION JOINT I I MAX,
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN BASED ON MIN, HEIGHT, H WITH NO RISER
DIMENSIONS
OF BOX
AND PLPE
COVER
DIMENSION
CU.YDS.
CONC.
IN BOX
DEDUCTIONS
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS
-U
BARS-Y
BARS-W
D
A
B
C
0
H
E
E
N0.
LENGTH
N0.
LENGTH
N0.
LENGTH
TOTAL
LBS.
TOP
SLAB
BOTTOM
SLAB
TOT. WHO.
OR MINIMUM
HEI HT H
ONE
PIPE
12
3'-0"
2'-2"
C.M.
R.C.
15"
3'-0"
2' -2'"
3' 0"
--
0.235
0.772
0.015
0.026
t8
3 0
2 2
3 3
0.235
0.829
0.023
0.036
24"
3'-0°
2'-2"
3'-9°
0.235
0.887
0.033
0.049
30"
3'-0"
2'. 2"
3'-4"
4'-3"
1'-2"
4'.0"
4
11.5"
2
3'-9"
3
0,235
1,001
0.059
0.085
36"
3'-2
2'-2"
3'-10"
4'-9"
1'_g"
q'_p"
4
1'-11"
3
3'-9'
39
0.123
0.321
1.433
0.092
0.127
2'-2"
a'-5"
1'- 3
1'-5"
3'_2"
q
1'_g"
2
3'-9"
3
3' 9"
43
D.i61
0.358
1,714
0.132
0.178
3'-0"
2'- 2"
5'-0"
5'-9"
2'-0"
3'-2"
4
2'
2'-11"
3
2'-11"
32
0.112
0.316
1.738
0.180
0.243
54"
54"
3'-0"
2'-2"
5'-7"
6'-3"
2'-7"
4
3"
2'-10"
3
2'-11"
3
2'-11"
35
0.145
0.352
2.052
0.236
0.317
5
2'-11"
3
2'-11"
41
0.180
0.386
2.387
0.297
0.401
1840.021
NTS 2 CONCRETE DROP INLET
0
0 m
H- $_*�
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m z _ Cn -H #4 BARS "V" 6" 6"
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3:M> #4 BAPS
z @ EQUAL SPACES
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W SECTION R-R DOWEL
m y
F•-I r
Z O
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER ,
DEPRESSED GUTTER LINE
EXPANSION JOINT I I m I
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
EXPANSION JOINT NORMAL GUTTER LINE
11
TOP
USE ON GRADES OVEfj 2'g ELEV.
�- I 10" I DEPRESSED GUTTER LINE
EXPANSION JOINT 6-0
1'-0" III MAX.
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
DIMENSIONS
■IN
OF
aFlll OIMENSI0:8
_ =:%E
AND
QUANTITIES FOR
OCVER
O=YENS :ON
CONCRETE CATCH
SASIN(BASED ON MIN. HEIGHT,
H,
WITH NO RISER
CU.YDS. CONC.
IN BOX
DEDUCTIONS
ONE PIPE
FI PE
SPAN
WIDTH
TBO%
W: DTH
5=A'.
MIN. -E:01•T
BAR
--NO
BAPS-V
BARS-W
TOTAL
TOP
BOTTOM
TOT. CONC,
D
A
8
V
- F
LENGTH
N0.
LENGTH
N0.
LENGTH
LBS.
SLAB
SLAB
hE7GHTNIn�
12
3 0-
2' 2„
2'-3
._
C.M,
R. C.
15
}'_p-
2 p-
3'. p
_.
_.
._
0.235
0.772
0.015
0.026
D.235
0.829
0.023
0.036
2a
3 0'
2
3
0.235
0.887
0.033
0.049
30'
3'-0'
2
2'-2' _ -
4' 3
1' 2"
4' 0"
4
1' 5"
2
3' 9"
D.235
1.001
0.059
0.086
36"
'3 0'
22 -
4'-9
1'-B"
4'_0"
4
3
3' 9"
39
0.123
0.321
1.433
0.092
0.127
42`
3-�
2 -2
.: =
5.3
1' 11"
3
3'-9"
3
3'-9"
43
0.161
358
DW65ii
1.714
0.132
0.178
48"
3
7
1'-5•
3' 2"
a
1' B'
2
2'-11°
3
2'-11"
32
0.11,738
0.180
0.243
C-
2"
5 -
5' 3
2' C"
}� 2"
4
2' 3°
3
2'.ti"
3
2--11"
35
0.12.052
0.235
0.317
04
3O
5 -
6 '
7-7'
3 -2
4
2'-1-'
5
2'. 11"
3
2'-11"
41
0.12.387
0.297
0,401
►840.02j
NTS 1 CONCRETE CATCH BASIN
BUILDERS LLC
COMET -- SNEADS FERRY
SNEADS FERRY, ONSLOW COUNTY, NORTH CAf-_ NA
STORM DRAINAGE DETAILS
" RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
DATE:
04AVZO
MCE PROJ. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
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PROJ. MGR.
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NTS
SCALE
M&C FILE NUMBER
CN-50:
HORIZONTAL-
DRAWING NUMBER
VERTICAL:
37
N/A
ATUS: PRELIMINARY DESIGN REVISION
NOT FOR CONSTRUCTION E

NYLOPLAST 12" INLINE DRAIN: 2712AG X
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
(B)
MINIMUM PIPE BURIAL
INVERT ACCORDING TO DEPTH PER PIPE
P ANSITAKE OFF MANUFACTURER
RECOMMENDATION
18"MIN WIDTH GUIDELINE
ADnPTER SIZE
R
1050
1150
2"600
1125
yl�%IDE
8" MIN THICKNESS GUIDELINE
FIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
LINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
SIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING NO, 7001-110-111 FOR NON TRAFFIC INSTALLATION.
(3) VARIOUS TYPES OF INLET & ADAPTERS AVAILABLE:
4'- 12' FOR CORRUGATED HOPE (ADS N-12JHANCOR DUAL WALL,
(ADS N
ADSMANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SCR 35)
PVC DWV (EX: SCH 40), PVC C90D/C905, CORRUGATED & RIBBED PVC
(CORRUGATED HDPE SHOWN)
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER v�
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
GRATE OPTIONS
LOAD RATING
PART#
DRAWING#
�EUESIRIAN
MEE FS H-10
1299CGP
7001-11LI202
STANDARD
MEETS H-20
1299CGS
7001-110.203
I SOLID COVER
MEETS H-20
1299CGC
7001.110-204
PEDESTRIAN BRONZE
NIA
1299CGPB
7001-110-205
DOME
N/A
1200CGD
7001-1104206
DROP IN GRATE
LIGHT DUTY
12O1DI
7001-110-021
1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050-05,
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
DRAWN BY EBC
MATERIAL
3130 VERONA AVE
A"BUFORD, A 3051
WITH THE EXCEPTION OF THE BRONZE GRATE.
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.50-05.
3- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HOPE (ADS NI DUAL WALL),
N-12 HP, &'VC SEWER.
4 - DIMENSIONS ARE FOR REFERENCE ONLY, ACTUAL DIMENSIONS MAY VARY.
5 - DIMENSIONS ARE IN INCHES
6 . SEE DRAINING NO.7001-110-275 FOR ADS N42 & RANCOR DUAL WALL BELL
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREINREWSEDBY
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
DATE 04-03H16
_ PHN (770)
Nyloplast FAX [phone]
www.nyloplast•us.wm
NMH
DATE 03.15.16
PROJECT NOINAME
TITLE
12 IN INDNE DRAIN QUICK SPEC INSTALLATION DETAIL
INFORMATION & DRAWING NO.7001-113-364 FOR N-12 HP BELL INFORMATION.
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NriOPIASt =13 W.0P r
DWG SIZE A
SCALE 1!20 SHEET 1 of 1
ONG NO. I003.110-015 REV E
9 YARD DRAIN INLINE DRAIN
NYLOPLAST DRAIN BASIN WITH INSERTA TEE
QINTEGRATED DUCTILE IRON
FRAME & GRATE TO
!.'OO MATCH BASIN O.D.
000�
05 ADAPTERANGLES INSERTA TEE GASKET
®WATERTIGHT JOINT vARIAeLE o° • 360' WATER TIGHT JOINT
(CORRUGATED HDPE SHOWN) ACCORDING TO PLANS ,-
®VARIOUS TYPES OF INLET & OUTLET INSERTA TEE
ADAPTERS AVAILABLE: 4'- 18' FOR CORRUGATED HOPE
(ADS N-12/HANCOR DUAL WALL, ADSIHANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C9007C905,
CORRUGATED & RIBBED PVC
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
I - INSERTA TEE ADAPTERS AVAILABLE FOR ALL 8• -30' STRUCTURE OPTIONS BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
(CUSTOM BASIN, ROAD & HIGHWAY, & CURB INLET) PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
Q- FRAMES, GRATES, COVERS, HOODS, & BASE PLATES SHALL BE DUCTILE IRON PER
ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE ORATES
3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS THIS PRINT DISCLOSES SUBJECT MATTER IN *11CH DRAWN SY EBC MATERIAL 31SO VERONAAVE
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT �/° BUFORD, GA 30518
SEE DRAWING NO.7001-110-065 OR POSSESSION OF THIS PRINT DOES NOT CONFER, HATE 613-11 I PHN [phone]
�- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TRANSFER, OR LICENSE THE USE OF THE DESIGN OR NylOP188t FAX [phone]
ASTM D3212 FOR CORRUGATED HOPE (ADS N-1211HANCOR DJAL WALL) & TECHNICAL INFORMATION SHOWN HEREIN wxw.n loplat-us.wm
PVC SEWER REVISED BY NMH PROJECT NOJNANE Y
<�5 -ADD-A-BRANCH ADAPTERS CAN BE MOUNTED ON ANY ANGLE O°T0360°. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE
TO DETERMINE MINIMUM ANGLE BETWEEN ADD -A -BRANCH ADAPTERS SEE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-15-1 DRAIN BASIN WITH INSERTA TEE
DRAWINGNI 01 iDi i0-012 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTAL .ATION DETAIL
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST, amH Nv.OnlST DWC SITE A SCALE 125 SHEE- 10F1 DWG NO. 011 D110-013 REV C
NYLOPLAST DOWNSPOUT ADAPTER WITH CLEANOUT AND INSERTA-TEE
ROOF DRAIN
NYLOPLAST DOWNSPOUT ADAPTER
TO ADAPT INSIDE ADS N-12 PIPE CLEAIN 0C , W':- -H R1l:ED CAP
ADS N-12 PIPE
ADS N-12 WATERTIGHT
ADS N-12 PIPE - 45° ELBOW
INSERTA-TEE
v ADS N-12 PIPE ADS N-12 PIPE
e
ADS N-12 WATERTIGHT 90' ELBOW
ADS N-12 WATERTIGHT TEE-WYE -
EXISTING MAINLINE PIPE
DIAMETER AND MATERIAL
MAY VARY
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNBY NMH MATERIAL 3130VERONAAVE
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFO4D, GA 30518
OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 2-14.15 PHN(770) 9324443
TRANSFER, OR LICENwSE THE USE OF THE DESIGN OR NyIO last FAX [phone]
TECHNICAL INFORMATION SHOWN HEREIN APPD BY NMH PROJECT 40INAME .nyloplubus.eom REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE
CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 2d4.1i NYLOPLAST DOWNSPOUT ADAPTER WITH CLEANDUT AND
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS INSERTA-TEE TYING INTO MAINLINE AT 4r
IS FORBIDDEN, EXCEPT BYSPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. ezwrnY.eRus1 DWG SIZE A SCALE 1:16 SHEET 1OF1 DWG NO. 600DA10.234 REV A
7 DOWNSPOUT ADAPTER WITH CLEANOUT
E
NCDEQ STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50% CLIENT REVIEW
06/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/04/2022
REV.NO.
DESCRIPTIONS
DATE
REMI I NS
SEAL
6V
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OIL
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NTS
NTS
NTS
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COMPACT AFTER
PIPE IS PLACED
- F H
LU
PLACEMENT& PRIOROOF
LL
O H Q
FILL
0
Z H
F-- >
a' I
NOT LESS THAN 6" I.D./6 MIN. r=rrr_ rri _ril _rrl= IN:Jrr _rrr / inAn ti" ,r, lrr_rrr_ rn _rli _nr= "'='EARTH W
O.D. + 3' NOT LESH THAN 6" 12" PER F0.I OF '� O
BUT NOT LESS THA() 12'
ROCK O.D. + 3' NOR MORE THAN 2M1 O.D. + 3'
NORMAL EARTH FOUNDATION ROCK FOUNDATION AS DIRECTED B, ENGRU.
PIPE IN TRENCH NSUITABLE MATERIAL FOUNDATION
TOP OF FILL TOP OF FILL TOP OF FILL
Z
O
_ 114
�- MIN. O.D. H MIN. O.D. - MIN. O.D. f H MIN. O.D. J��--- MIN. O.D. H MIN. O.D. - a Q
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GROUND LINE - ?. GROUND LINE �.� z a
GROUND LINE TYPE 2
GEOTEXTILE _ - - _ Q ~ W
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COMPACT AFTER Z 8 PRIOR TOrrl _ ' O W
PIPE I9 PLACED I.D./6 MIN. _
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PLACEMENT OF' I.D.16 MIN. _ rr LA6 DIRECTS❑ m
FILL D.D. + 2' I.D./6 MIN. r I r r Z �..�
NOT LESS THAN B" NIN. O.D. MIN. O.D. BV ENGINEER )(
NOT LESS THAN S" p, p,+ p'
Lg" PER FOOT OF 'H' a W
BUT NOT LESS THAN 12"I
NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" Cl)N LL.
LL
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GENERAL NOTES: 0
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. 00 NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS Q O
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. 0
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. - - - - - SPRINGLINE OF PIPE _
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ® SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP ABOVE AND BELOW SPRINGLINE.
Of THE EMBANKMENT AT THAT POINT.
APPROVED SUITABLE LOCAL MATERIAL.
® TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL, UNDISTURBED EARTH MATERIAL
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1
FOR PIP'c BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL GLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER. SHEET 1 OF 3
ACCOMPLISH COMPACTION. 1300.011
6 METHOD OF PIPE INSTALLATION
70P OF FILL
GROUND LINE H GROUND LINE -�
rl- W
COMPACT AFTER
PIPE IS PLACE&PRIOR TO
TOP OF FTLL�TOP OF FILLGROUND LINE H
PLACEMENT OF �/ TYPE 2= FILL GEOTEXTILE =ruarF: nr_ur ' L.D./6 MIN, r_, .• .-
I.D./6 MIN. �, NOT LE1`J'3 -
NOi LESS THAN B" I.D./6 MIN. I = C =+"-+ = rn Jn_ THAN 6
O.D. + 3' NOT LESS THAN 6" 1z° PER FOOT OF 'H'
BUT NOT LESS THAN 12"
NORMAL EARTH FOUNDATION ROCK O.D. + 3' ASNOR MORE DIRECTEDTBYNENGR. O.D. + 3'
ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION
PIPE IN TRENCH
TOP OF FILL TOP OF FILL TOP OF FILL
Z
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F Q
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COMPACT AFTER
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PLACEMENT OF
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COMPACT AFTER
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I.D./ NIN.
I.D./6 MIN.
NOT LESS THAN
6" NIA.
0. 0.
MIN. O.D.
AS DIRECTED
BV ENGINEER
PIPE IS PLACED
8 PRIOR TO
NOT LESS THAN 6"
0. 0.+ 2'
J�" PER FOOT OF 'H'
Q a
H
PLACEMENT OF
FILL NORMAL EARTH FOUNDATION
BUT NOT LESS THAN 12"
ROCK FOUNDATION NOR MORE THAN 24"
V'
UNSUITABLE
MATERIAL FOUNDATION
PIPE ABOVE GROUND
¢ O
GENERAL NOTES:
0 Q
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
O O
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION.
- - - - - SPRINGLINE OF PIPE
FCC'
LU
H = THE FILL REIOHT MEASURED VERTICALLY AT ANY POINT
® SELECT BACKFILL MATERIAL CLASS III OR CLASS II,
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP
BELOW SPRINGLINE.
G
OF THE EMBANKMENT AT THAT POINT.
® APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE.
® TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL.
nErlrc rll _ir UNDISTURBED FART" MATERIAL
L: LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE
1
L a_'• FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE
UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL
SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING.
WITH TYPE 2 GEOTEXTILE AS DIRECTED BY THE ENGINEER.
ENCAPSULATE
SHEET 2 OF
3
ACCOMPLISH COMPACTION.
300.01
5 METHOD OF PIPE INSTALLATION
FLEXIBLE PIPE
I n rr g�Steel Pipe
2 2/3 x corrugation
Diameter Minimum cover Maximum Heiaht of Cover (feet)
inches inches (GI 16 14 12 10 8
12 12 204 256
15 12 162 204
18 12 135 169 239
21 12 115 145 204
24 12 100 126 178
30 12 79 100 142
36 12 65 83 117 152
42 12 55 70 1GO 130 160
48 12 48 61 87 113 139
54 12 54 77 100 123
60 12 69 90 111 1
66 12 81 100
72 12 74 91 li
78 12 81 I
84 12 69 1
HOPE - * (Minimum fill) 2' for pipe diameters >_ 12" and <_ 60"
* (Maximum fill) 20' for pipe diameters 5 24"
17' for pipe diameters >_ 30" and <- 60"
PVC - * (Minimum fill) 2' for pipe diameters > 12" and 5 36"
* (Maximum fill) 30' for pipe diameters > 12" and < 36"
* FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE
TO THE BOTTOM OF THE PAVEMENT STRUCTURE
Round Corruoated
Aluminum
Pipe
2 2/3 x 1/2 corrugation
Diameter
Minimum cover
Maximum Heiaht
of
Cover
(feet)
inches
inches
(Ga) 16
14
12
10
8
12
12
123
155
218
281
344
15
12
98
123
174
224
275
18
12
81
102
144
167
228
21
12
69
87
123
160
195
24
12
60
76
106
139
171
27
12
67
95
123
151
30
12
60
85
111
136
36
12
50
71
92
113
42
12
60
78
96
48
12
52
68
64
54
12
46
50
74
60
12
50
62
66
12
51
72
12
41
' FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO
ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION
REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
CSP - AASHTO M36
CAAP - AASHTO M196
HDPE - AASHTO M294
PVC - ASTM F949 or AASHTO M304
NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
V MINIMUM COVER FOR ALL SIDE DRAIN PIPE
IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
RIGID PIPE
RCP - . (Minimum fill) V for Class IV & CLASS V
2' for Class III & Class II REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS
* (Maximum fill) 10' - Class II pipe RCP - AASHTO M170
20' - Class III pipe
30' - Class IV pipe
40' - Class V pipe
(For fills > 40' & � 80' use _RFD Direct D4sign Method) NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING
AASHTO LARD BRIDGE DESIGN SPECIFICATIONS
" FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE 1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE
TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
4 METHOD OF PIPE INSTALLATION
SEAL
^**NF1QM&CMED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
z
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0 J
J
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W
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HEET 3 OF 3
300.01
NTS
NTS
NTS
D
X
W
12"
1'.4"
7 4rr
151,
1, err
7,_71r
18"
1'-1011
7'-10"
24
2' 6"
8,_6rr
30"
3'-1"
36"
3l 81r
gr 8rl
42"
4'-5"
48"
5'-0"
11'-0°
2"-3" S9.58 OR S9.5C
SURFACE COURSE
_EXISTING
I1' Orr 2r_0rr
11" B25.08 OR B25.10C
BASE COURSE
EXISTING
PAVEMENT REPAIRS ON ROADS TO BE RESURFACED
(PIPE IS PLACED UNDER EXISTING PAVEMENT)
2" S9.5B OR S9.5C
SURFACE COURSE
11" B25.08 OR B25.00 -
BASE COURSE
EXISTING
,II
EXISTING
1r_Orrl ----
PAVEMENT REPAIRS ON ROADS NOT TO BE RESURFACED
(PIPE IS TO BE PLACED UNDER EXISTING PAVEMENT)
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840.54
A
L_ _
A
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED,
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
B � B
L
BOTTOM OF COVER"
PLAN OF FRAME
2'_11/4"
1'-11 4" "
1 C%B"
TYPE #1
sJ
ALTERNATE
-
4 2' 0�" �� �r
Y
2'- 91/4
SECTION A -A I
s - i
TYPE #2
1 MANHOLE FRAME AND COVER
COMET - SNEADS FERRY
SNEADS FERRY, ONSLOW COUNTY, NORTH CARO_ NA
STORM DRAINAGE DETAILS
PLAN OF COVER
1r 11112H
-m
I
3�'= ICII �'I-'I�'
43,$ "
1' 105i811
SECTION B-B
MINIMUM WEIGHTS LBS.
FRAME - 180
COVER - 120
TOTAL - 300
DATE:
04 a2�
MCE PROD. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROJ. MGR.
KCBE
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0 us
H>_
QQ
ILL JaHZ
OO"=
= Z
QU=ONO-R
F
CID
0(jQ
Z H =
F
W H
Q O
Uj
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Z0
Z
Q�
z
o Q
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a
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F
(" LU
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H T
z ZQI
z
W W.
NTS
SCALE
M&C FILE NUMBER
CN-50:
HORIZONTAL:
DRAWING NUMBER
1 "=60'
VERTICAL:
38
N/A
STATUS: PRELIMINARY DESIGN REVISION
E
NOT FOR CONSTRUCTION

PLACE GROOVE OR
BELL END OF PIPE
TO FACE OF WALL
I I I I \
++j_ Dl'
I
PLAN
FOOTING
G M G
I I
L DOWEL
OPTIONAL CONSTRUCTION JOINT
ELEVATION
1 I CONCRETE ENDWALL
(IF CONNT. JOINT IS USED)
i_ 4'-5" MIN. I
SECTION X-X ►i
4.
@ 12 CTS.
2"
N @ 12 CTS.
_ 4' 0"
MAX. PIPE DIAMETER IS 18" R.C.P.
SECTION X-X
2 1 DOUBLE CATCH BASIN
SLOPE AS INDICATED ON PLANS
S
N-
CONC. °.
3 �\ PIyPE #4-BARS ---\
B o
DOWEL
END ELEVATION BAR - "X"
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOG.
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"
XXX,"
Y.
Y*
G
QTY.
2
2
3
3
4
4
2
5
2
2
2
3
3
1 4
4
2
5
2
M
QTY.
1
1
2
2
2
2
3
G
QTY.
2
2
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
9
14 1
14 1
19 1
5
=65
12
12
1 19
19
23
77
92
DIMENSIONS AND CONCRETE QUANTITIES
USING CONCRETE PIPE
COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S
I L
YD3
M
I L
YD3
15"
3'-3"
V-8"
2'-9"
21/4"
91/2"
5'-6"
0.7
2' 2"
778"
1.0
18"
3'-7"
1'-10"
3'-2"
21/2"
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"
4�"
111/2"
1V-0"
3.4
5'-0"
16'-0"
4.5
42"
6'-2"
3'-1"
6'-4"
51/q" 1
111/2"
12' 8"
4.5
5'-10"
18' 6"
6.0
48"
6'-9"
3'-5"
7'-2"
53/4" 1
11%'2
14'-4"
6.0
6'-8"
21'-0"
8.0
*SEE SHEET 3
E
NCDEQ STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50% CLIENT REVIEW
06/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/04/2022
REV.NO.
DESCRIPTIONS
DATE
RENASIONS
SEAL
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4'-0"
FRAME AND GRATES
:
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BRICK ALT.
2'_4" FOR
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MAX. PIPE DIAMETER IS 36" R.C.P.
CONCRETE ALT. NOTES:-HORIZONTALSECTION ND 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
PLAN
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OPTIONAL CONSTRUCTION JOINT
ELEVATION
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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
L=4
4
2
5
1
2
2
2
3
3
4
4
2
5
2
M
QTY.
1
1
1
2
2
2
2
G
QTY. 1
2
2
3
3
4
4
5
2
2
3
3
4
4
5
TOTAL LBS.
9
9
14 1
14 1
19 1
53
62
12 1
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"
V-8"
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"1
3.8
42"
5'-7"
2'-10"
5'-11"
11'-10"
3.8
5'-3"
17'-1"
5.0
48"
6'-1"
3'-1"
6' 8"
13'-4"
4.9
6'-0" 119'-4"1
7.5
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243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed. corn
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MATERIALS
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CONCRETE
ALT.
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BAR
SIZE
LENGTH
QUANTITY
WEIGHT
LENGTH
QUANTITY
WEIGHT
A
#5
fi -4
6
39.9
7 -7/
6
47.7
B
#5
3 -4
16
3 -4
16
56.3
C
#5
2 -8
14
38.9
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-0-
-0-
D
#5
8 -0
4
33.
9 -3
4
38.8
E
#5
3.0
20
62.6
3'-0"
10
31.3
F
75
4 -B
20
97.3
4'-8'
10
48.7
REINF. STEEL TOTAL
WEI HT L BS
328.6
222.8
CONCRETE IN BASE
CU
0.66
CONCRETE IN WALLS CLA85 AA CUBIC YARDS
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CONCRETE IN WALLS
C Y
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0.36
BRICK IN WALL$ (CUBIC
YARDS)
0.91
CONCRETE TOTAL CUB
YARDS)
1 .48
1.02
BRICK & CONCRETE TOTAL(CUBIC YARDS
1.48
1.93
CONC. CUBIC YARDS IN WALL FO T F HEIGHT
0.35
0.14
BRICK CUBIC YARDS IN WALL/FOOT OF HEIGHT
O-
0.34
LBS. OF REINF. STEEL IN
WALLIFOOTH
47.6
"C" VERTICAL BARS
"E" & "F" HORI20NTAL BARS
STRAIGHT BARS �((���
4 4
tipp� "A" & "D" BASE BARS 6 is
2" RADIUS
2" RADIUS i� 112" CONC.
-1- BRICK
BASE BARS
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-IF PIPES ARE SET IN THE BASE FOLLOW CONSTRUCTION
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PROCEDURES SHOWN BY STD. DWG. 840.00.
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-INCLUDE REINFORCING STEEL COST IN THE UNIT OR
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LINEAR FOOT BID PRICE FOR "MASONRY DRAINAGE STRUCTURE".
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WILL BE PERMITTED.
-CONCRETE FOR BRICK BOX R
EFER 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, SHEET 2 OF 2
-FRAME AND GRATES ARE SEPARATE CONTRACT ITEMS.
840.35
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.
COMET - SNEADS FERRY
SNEADS FERRY, ONSLOW COUNTY, NORTH CAROLI'NA
STORM DRAINAGE DETAILS
DATE:
04A+Xa �
MCE PROJ. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROJ. MGR.
KCBE
NTS
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838.01
NTS
SCALE
M&C FILE NUMBER
CN-50�
HORIZONTAL:
N/A
DRAWING NUMBER
VERTICAL:
39
N/A
STATUS: PRELIMINARY DESIGN REVISION
NOT FOR CONSTRUCTION E

E
NCDEQ STORMWATER AND EROSION CONTROL SUBMITTAL
07/26/2022
D
50% CLIENT REVIEW
06/06/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE —SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE —SUBMITTAL
05/19/2022
A I
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/04/2022
[REV.NO.
DESCRIPTIONS
DATE
REVISIO
SEAL
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TECHNICAL NOTE
TN 5.04
HDPE and HP Storm Connections to Manholes and Structures for Storm Sewer Applications MaFch 2016
Introduction
A full line of pipe jointing options is available to fit the requirements of nearly any storm drain or gravity flow project
specifications. The joints available range from soil tight split couplers to gasketed soil -tight (ST) and watertight (WT)
pipe. When connecting pipe to drainage structures it is important to make those connections with a joint performance
at least equal to that of the piping system.
Connection Options
Soil -Tight Performance
When using soil -tight pipe in non -watertight applications, it may be acceptable to grout the void space between the
pipe and drainage structure.
Watertight Performance
When using watertight pipe for testable systems, requiring some degree of watertight performance, it is necessary
to provide additional measures to insure a watertight Connection between the pipe and structure. ASTM F2510/F
251 OM, "Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures and
Corrugated High Density Polyethylene Drainage Pipes," is the governing standard for corrugated HOPE pipe -
manhole connections, but specific performance/installation requirements should be verified for each specific
project. Along with a full line of adapter fittings available, including the Waterstoe Gasket, are flexible boot fittings
provided by other manufactures. Fitting dimensions should be supplied to the manufacturer to insure the proper
fitting size and manhole boot connector are supplied.
Installation Recommendations
When installing a manhole adapter on the upstream
end, the fitting may be over inserted into the structure r TYPICAL srRu ruRF
temporarily while the adjoining pipe is laid. The spigot PRECAST Main IOLE
piece is then pushed back through the structure and % SEAL (BY OTHERS)
connected to the bell end when pushing the joint s 'Col
together, as shown to the right. SHAL)Lrau
GOI R
FITTIKG"
DIRECTION
OF JOINT
ASSEMBLY
BEL_ END
' CYLINDER ADAPTER IS NOT
WELDED ON THE PIPE WHEN
JSING A W.ATERSTOP GASKET
4640 TRUEMAN BLVD. HILLIARD. OH �3026 (✓ 00) 621-0"710 www.ads-pipe.com 1
ATN504 m BADS 2016
3 1 YARD AND ROOF DRAINAGE CONNECTION TO DROP INLET/MANHOLE
v
v &CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
hijF/COMET
BUILDERS LLC
NTS
2
1
r 3.55
19C1dr^f1Q
APPROX. DRAIN AREA = 60.62 SO IN
APPROX. WEIGHT WITH FRAME =40.68 Las
H �\
f/ 1\
13.56 +
\ N
�--- 13.38 —+�
DIMENSIONS ARE FOR REFERENCE ONLY
ACTUAL DIMENSIONS MAY VARY
THIS PRINT DISCLOSES. SUBJECT MATTER IN WHICH
DRAWN BY EBC
MATUML
3130 VERONA AVE
DIMENSIONS ARE IN INCHES
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
DUCTILE IRON
BUFORD. GA 30515
GRATE MEETS H-20 LOAD RATING
QUALITY: MATERIALS SHALL CONFORM
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
DATE 33.06
PHN (770) 9324M
NylO last' FAX[phone]
TO ASTM A536 GRADE 70-50-05
PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
REVISED BY EBG
PROJECT NOJNAME
wwvnVOPlaeMla.o
TITLE
LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.
CONTAINED HEREIN, OR MANUFACTURE OF ANY
DATE 3.13-10
7001-110-035
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
12 IN STANDARD GRATE ASSEMBLY
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. malannoFusTI DWG SRE A I
SCALE 1:8 SHEET IOF1
DWG NO. 7001-11D203 REV C
YARD DRAIN GRATE
WITH SOIL 45* MAX
T�e 11\�
BACKFILL
VNC,rrrrrrr�
FINAL
BACKFILL
MIN. COVER TO MIN. COVER TO
FLEXIBLE PAVEMENT, H RIGID PAVEMENT,
SERVICE —'
LATE
INITIAL
INSERTA TEE COMPONENT$ INCLUDE:
-PVC HUB (SIZED FOR LATERAL &SPRINGLIKE
Lk
BACKFILL
PIPE TYPE)-RUBBER.SLEEVE
PIPE ADAPTER
WITH HOSE CLAMP
HAUNCH
BEDDING
4' FOR 12%24" PIPE6'
FOR30"-60" PIPE
L
MIN. TRENCSUITABLE..
(SEE TABLE)999
FOUNDATION
NOTES:
t ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATESTADDITION
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.
3. THE INSERTA TEE4D CONNECTION SHOULD NOT BE PLACED AT AN ANGLE EXCEEDING 45' FROM THE SPRINGLIKE. GREATER ANGLES
ARE SUBJECT TO DESIGN ENGINEER APPROVAL AND MAY REQUIRE PREMIUM BACKFILL.
4. FOUNCATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE
ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF
THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
5. BEDDI.NG SUITABLE MATERIAL SHALL BE CLASS I, It OR 111. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL
SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR
4'-24' (100mm-600mm); 6' (150mm) FOR 30'-60' (750mm-1500mm).
6.:NITLAL BACKFILL SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 5" ABOVE CROWN OF
PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE
INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.
7. MINIMUM COVI MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE
TO GROUND SURFACE, ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER,
H. IS 12' UP -0 48' DIAMETER PIPE AND 24" OF COVER FOR 54'-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF
FLEXBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.
6—ADS. NC
REV. DRAWING NAME OR NUMBER
DESCRIPTION
RECOMMENDED MINIMUM TRENCH WIDTHS
PIPE DIAM.
MIN. TRENCH WIDTH
4"
21"
(100mm)
(533mm)
8"
23"
(150mm)
(584mm)
8"
26"
(200mm)
(660mm)
10"
28"
(250mm)
(711Mai)
12"
30'
(300mm)
(762mm)
15"
34"
(375mm)
(864mm)
18"
39"
(450mm)
(991MM)
24"
48"
(600mm)
(1219mm)
30"
56"
(750mm)
(1422mm)
36"
64"
(900mm)
(1626mm)
42'
72"
(1050mm)
(1829mm)
48"
80"
0200mm)
(2032mm)
54"
88"
(1350mm)
(2235mm)
60"
96"
(1500mm) 1
(2438mm)
NTS
Itm 1'f WVIutU I V P1J5. THIS DRAWING IS JLE
WENDED TO DE=ICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS L3pWBBB� -tOJECT, NOR HAS ADS HfD£>=NDENTLYVERIFIED THE INFORMATION S!IPPLIED. THEINSTALIATON DETAILS PROVIDEDHEREIN ARE GENERAL INBBRTA T86 iN%�YiN� g6gO TRUEMAN BLVD 91/610
'L"COMIENDATXMANDARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO �W.- "Y!a'� n
CONSTRUCTION IT DESIGN ENGINEERS RESPONSIBILIi'/TOEVSURE THE BE PROVIDED HEREIN MEETS OR EXCEEDS THE DETAIL(11M) HILLIARD. OHIO 43026
APPLICABLE NATXWA1-STATE OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS Nu srsT�u,A Inc NTS
OR04ECf DRAWNNG NUMBER: STD-1D11 vnxc®oxary 10F1
ROOF DRAINAGE PIPE INSERTA TEE
COMET - SNEADS FERRY
SNEADS FERRY, ONSLOW COUNTY, NORTH CAROLINA
STORM DRAINAGE DETAILS
IF DATE:
04A+(,I?22�2�
MICE PROJ. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROJ. MGR.
KCBE
NTS
SCALE M&C FILE NUMBER
CN-50;
HORIZONTAL:
N/A
VERTICAL:
N/A
NUMBER
STATUS: PRELIMINARY DESIGN REVISION
NOT FOR CONSTRUCTION E

I KI
W1NDVV/
J
NCDEQ STORMWATER RE -SUBMITTAL
08/24/2022
1
NCDEQ EROSION CONTROL SUBMITTAL
08/19/2022
H
ONWASA PLAN RE -SUBMITTAL
08/19/2022
G
NCDOT DRIVEWAY SUBMITTAL
08/12/2022
F
ONWASA PLAN SUBMITTAL
08/05/2022
E
NCDEQ STORMWATER AND EROSION CONTROL SUBMITTAL
0 8/2022 /
D
50% CLIENT REVIEW
06/08/2022
C
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
06/03/2022
B
ONSLOW COUNTY MAJOR SITE PLAN RE -SUBMITTAL
05/19/2022
A
ONSLOW COUNTY MAJOR SITE PLAN APPLICATION SUBMITTAL
04/04/2022
REV.NO.
DESCRIPTIONS
DATE
RE\ASIQNS
� SEAL
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243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
Licerse: F-1222
wwr,.---kimcreed. com
COMET - SNEADS FERRY
SNEADS FERRY, ONSLOW COUN-Y, NORTH CAROLINA
SCM DRAINAGE AREA MAP
d "Win .Y— \`.`M1 ?'P� 'kit � rm V
DATE:
04/04/2022
MCE PROJ. #
07889-0002
DRAWN
ALM/MDH
DESIGNED
ALM/MDH
CHECKED
KCBE
PROD. MGR.
KCBE
SCALE
HORIZONTAL:
1 "=50'
VERTICAL:
N/A
M&C FILE NUMBER
DA-001
DRAWING NUMBER
EX-1
STATUS: PRELIMINARY DESIGN REVISION
J
NOT FOR CONSTRUCTION