SWA000163_Plansheet C1.0 - Notes_20220825

1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR THE DEMOLITION
AND REMOVAL OF THE EXISTING IMPROVEMENTS INDICATED TO BE REMOVED AND ANY THAT INTERFERE
WITH PLANNED NEW IMPROVEMENTS.
2. NO LAND DISTURBING ACTIVITY TO OCCUR PRIOR TO PRE -CONSTRUCTION MEETING WITH THE TOWN OF WAXHAW.
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE LOCAL UTILITY COMPANIES FOR
THE REMOVAL OR RELOCATION OF LIGHT POLES, POWER POLES/LINES, GAS LINES, ETC.
4. ANY BARE OR DISTURBED EARTH CREATED AS PART OF REMOVAL OF EXISTING STRUCTURES SHALL BE
IMMEDIATELY STABILIZED AND SEEDED/STRAW MULCHED TO ESTABLISH TEMPORARY GRASS COVER.
5. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND
FIELD LOCATIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION
AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL CROSSINGS WELL
IN ADVANCE OF TRENCHING. IF CLEARANCES ARE LESS THAN SPECIFIED ON THE PLAN OR 12 INCHES,
WHICHEVER IS LESS, CONTACT THE DESIGN ENGINEER AND THE OWNER PRIOR TO PROCEEDING.
6. DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS.
7. ALL DEMOLITION DEBRIS SHALL BE REMOVED AND TRANSPORTED TO A LICENSED LANDFILL OR OTHER FACILITY.
8. THE TRENCHES WHERE EXISTING UTILITIES HAVE BEEN REMOVED OR RELOCATED SHALL BE COMPACTED TO 95%
STANDARD PROCTOR.
9. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 48 HOURS IN ADVANCE OF ANY DEMOLITION WORK.
ALL ON -SITE UTILITY SERVICES SHALL BE DISCONNECTED BY THE APPROPRIATE UTILITY COMPANY PRIOR TO
START OF DEMOLITION. CONTRACTOR SHALL REMOVE OR COORDINATE REMOVAL OF ALL UTILITY SERVICES TO
THE PROPERTY LINE.
10. IF ANY ASBESTOS OR OTHER HAZARDOUS MATERIAL IS ENCOUNTERED ON SITE, IT SHALL BE REMOVED AND
DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS.
(TOWN OF WAXHAW) CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE TOWN OF WAXHAW ENGINEERING DEPARTMENT. SET UP A ON -SITE PRE -CONSTRUCTION
CONFERENCE WITH EROSION CONTROL INSPECTOR OF THE TOWN ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO
SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND -DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 17 OF THE CITY CODE AND IS SUBJECT
TO A FINE.
2. PHASE I INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, TREE PROTECTION FENCE AND REROUTE EXISTING STORM BY INSTALLING STIR101-108 AND
REMOVE EXISTING STIR PER SHT.C2.1.0 PHASE 2 INSTALL SEDIMENT POND AND TEMPORARY DIVERSION DITCHES. BEGIN TO BRING GRADES UP AS SHOWN
ON SHEET C2.3 AND INSTALL REMAINING STORM. ONCE THE THE ENTIRE SITE IS STABILIZED AND STONED
2. CALL FOR ON -SITE INSPECTION AFTER EACH PHASE OF EROSION CONTROL.
3.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. FOR PHASED EROSION CONTROL
PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES.
STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. INSTALL STORM DRAIN SYSTEM. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO
REMOVAL OF EROSION CONTROL MEASURES.
4. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, U. S. DEPT. OF AGRICULTURE, TOWN OF WAXHAW EROSION CONTROL ORDINANCE, AND THE TOWN OF WAXHAW DEVELOPMENT STANDARDS.
MONITORING OF EROSION AND SEDIMENTATION CONTROL MEASURES IS REQUIRED AT LEAST ONCE A WEEK OR AFTER EVERY HALF INCH OF RAINFALL.
MONITORING IS TO BE CONDUCTED BY A PERSON THAT HOLDS EITHER A CPESC.
CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER
THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT.
THE POND IS DESIGNED FOR FULL BUILD OUT OF THIS SITE
BEFORE YOU DIG STOP. CALL THE NC ONE -CALL CENTER AT 1-800-632-4949 IT'S THE LAW.
EROSION CONTROL NOTES
1. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3. NO PERSON SHALL INITIATE ANY LAND DISTURBING ACTIVITY WHICH UNCOVERS MORE THAN 12,000 SF OF LAND
FOR COMMERCIAL DEVELOPMENT WITHOUT HAVING A PLAN APPROVED BY THE TOWN OF WAXHAW EROSION CONTROL
SPECIALIST.
4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO
1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON
AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. ALL
OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE
TOWN OF WAXHAW ENGINEERING DEPARTMENT.
6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE
TERRACING.
7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS
WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
8. ALL DETAILS REFER TO THE TOWN OF WAXHAW LAND DEVELOPMENT STANDARDS MANUAL
9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT
PREVIOUSLY APPROVED.
10. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE
AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER
ACCUMULATIONS.
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UTILITY NOTES:
1. THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON THE
DRAWING, REPRESENT THE DESIGNER'S UNDERSTANDING OF
EXISTING UTILITIES IN THE CONSTRUCTION AREA. THE
CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH AND
EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, WATER,
TELEPHONE, GAS, ETC.) WITHIN THE CONSTRUCTION AREA WITH
THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY PRIOR
TO BEGINNING ANY EXCAVATION. THE OMISSION OF OR THE
INCLUSION OF UTILITY LOCATIONS ON THE PLANS IS NOT TO BE
CONSIDERED AS THE NON-EXISTENCE OF OR A DEFINITE LOCATION
OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING
UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
CONTACT U-LOCO (1-800-632-4949) PRIOR TO DIGGING.
2. PROVIDE THRUST BLOCKING ON ALL BENDS.
3. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION. CARE SHALL BE TAKEN TO
PREVENT DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION.
ANY DAMAGE TO THESE UTILITIES SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE.
4. CONTRACTOR TO COORDINATE WITH OTHER UTILITY COMPANIES
TO PREVENT CONFLICTS (I.E., PIPE CROSSINGS) WHEN LAYING
PIPE. SOME UTILITIES MAY NEED TO BE ADJUSTED IN FIELD.
CONTACT ENGINEER IMMEDIATELY IF SUCH A CASE ARISES.
5. CONTRACTOR TO COORDINATE ANY UTILITY REMOVALS AND
RELOCATIONS WITH ALL UTILITY DEPARTMENTS AND OWNER.
6. USE WYES, BENDS & TEES AS NECESSARY FOR UTILITY CONSTRUCTION.
7. CONTRACTOR TO OBTAIN APPROVED LISTS FOR MAKES & MODELS
OF ALL METERS AND BACKFLOW DEVICES FROM UNION COUNTY
8. MINIMUM COVER OVER ALL WATER LINES AND FORCE MAINS IS TO BE 3'.
9. MINIMUM SEPARATION DISTANCES FOR SANITARY SEWER LINES FROM:
A. WATER LINES - 18" VERTICAL OR 10' HORIZONTAL
B. STORM SEWERS - 12" VERTICAL
10. D.I.P. WITH MECHANICAL JOINT ENDS MAY BE SUBSTITUTED WHERE
SEPARATION DISTANCES BETWEEN THE SANITARY SEWER LINE AND WATER
LINE OR STORM SEWER CANNOT BE MAINTAINED. PIPE MUST BE LAID SUCH
THAT FULL SECTIONS OF PIPE ARE CENTERED ON THE CROSSING POINT
& EXTEND A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF CROSSING.
11. SEWER SERVICE LATERALS ARE SHOWN AT ANTICIPATED LOCATIONS.
CONTRACTOR SHALL COORDINATE FINAL LOCATIONS WITH DEVELOPER.
12. ALL CONSTRUCTION AND CONSTRUCTION MATERIALS SHALL CONFORM TO
UNION COUNTY SPECIFICATIONS AND DETAILS.
13. CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS
REQUIRED BY STATE AND LOCAL AUTHORITIES.
14. ALL TAP FEES FOR WATER METER, SANITARY SEWER, GAS,
GAS, ELECTRICAL, ETC. TO BE PAID BY UTILITY CONTRACTOR.
15. NO BRANCHES, FH'S ETC. ARE LOCATED UPSTREAM.
16. CUSTOMER IS RESPONSIBLE FOR STAKING SITE AS NECESSARY TO
DETERMINE SERVICE LOCATIONS & ELEVATIONS PRIOR TO CLT WATER
CONTRACTOR MOBILIZING TO INSTALL SERVICES. SITE ADDRESS MUST
BE VISIBLY POSTED AT SITE.
17. ON -SITE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY
APPLICABLE CONFLICTING UTILITIES NECESSARY (INCLUDING CONSTRUCTION
ENTRANCES) TO COMPLETE SERVICE INSTALLATIONS. ADDITIONAL
FEES MAY APPLY & CONSTRUCTION TIME LINES EXTENDED IF
CONFLICTING UTILITIES ARE NOT SHOWN ON PLANS.
NOTE: CONTRACTOR TO REFER TO
MECHANICAL PLANS FOR ADDITIONAL
INFORMATION OF ALL UTILITY
CONNECTIONS TO BUILDING
CONTRACTOR TO COORIDINATE
ELECTRICAL SERVICE SIZE
AND LOCATION WITH ELECTRIC
U TI LI TY.
CONTRACTOR TO COORDINATE WITH THE
UNION COUNTY. THE CONNECTIONS
OF THE PROPOSED WATER & SANITARY SEWER
LINES. CONTRACTOR TO LOCATE & VERIFY EXISTING
WATER MAIN & SANITARY SEWER LATERALS AND
NOTIFY DESIGN ENGINEER OF ANY CONFLICTS IN
PROPOSED DESIGN PRIOR TO CONSTRUCTION.
THERE SHALL BE NO TAPS, PIPING BRANCHES,
UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE
DEPT. CONNECTIONS POINTS, OR ANY OTHER
WATER -USING APPURTENANCES CONNECTED
TO THE WATER SUPPLY LINES BETWEEN ANY
WATER METER AND ITS LINCOLN COUNTY
REQUIRED BACKFLOW PREVENTER.
GENERAL SITE NOTES:
1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
2. SITE BOUNDARY INFORMATION TAKEN FROM SURVEY BY LAND DESIGN
3. CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS, WATER LINES, STORM DRAINAGE, LIGHT POLES,
POWER POLES, ETC. WITH APPROPRIATE UTILITY COMPANIES WHO WILL VERIFY LOCATION, MATERIALS
AND ADEQUACY OF PROPOSED COVER AND PLACEMENT.
4. CONTRACTOR TO COORDINATE WITH OWNER AND PROJECT ENGINEER FOR EXISTING BUILDING
DEMOLISHING AND ANY OTHER STRUCTURES WHICH MAY BE ON PROJECT SITE.
5. CONTRACTOR TO COORDINATE ALL CONSTRUCTION IN R/W'S WITH N.C.D.O.T.
6. ALL CONSTRUCTION TO CONFORM TO THE TOWN OF WAXHAW LAND DEVELOPMENT STANDARDS MANUAL
DETAILS AND SPECIFICATIONS.
7. ALL DRAINAGE FACILITIES, CURB CUTS AND CURB RAMPS MUST BE CONSTRUCTED IN COMPLIANCE WITH
THE TOWN WAXHAW LAND DEVELOPMENT STANDARDS MANUAL AND COORDINATED WITH ENGINEERING
AND PROPERTY MANAGEMENT.
11. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE GUIDELINES STANDARDS.
12. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION/CLEARING/GRADING/CONSTRUCTION,
AND NOT REMOVED UNTIL AFTER FINAL INSPECTION BY URBAN FORESTRY STAFF.
13. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING
OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN TREE SAVE AREAS.
14. VIOLATIONS OF THE TREE PROTECTION REQUIREMENTS ARE SUBJECT TO FINES, AND/OR IMMEDIATE
CORRECTIVE ACTION/MITIGATION.
15. UNION COUNTY URBAN FORESTER MUST BE NOTIFIED OF THE PRE -CONSTRUCTION MEETING.
16. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
17. ALL ROAD IMPROVEMENTS AT PROVIDENCE ROAD ARE TO BE COORDINATED WITH THE NCDOT PRIOR TO
CONSTRUCTION
18. DEVELOPER WILL PROVIDE STREET SIGNS
19. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
20. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK
COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE
INSPECTOR AND BASED ON FIELD CONDITIONS.
21. APPROVAL OF THIS SITE IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS.
22. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE IN THE CURB.
23. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED
NECESSARY BY THE INSPECTOR.
24. CURB AND GUTTER SHOWN ON PLANS ALONG PROVIDENCE ROAD. ROAD MAY BE ADJUSTED BASED
UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE
MODIFICATIONS BASED UPON FIELD CONDITIONS.
25. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM WATER CONVEYANCE
AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW OR SYSTEM MAINTENANCE IS
PROHIBITED.
26. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL
DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
27. ALL NEW ATTACHED AND DETACHED LIGHTING SHALL BE FULLY SHIELDED DOWNWARDLY DIRECTED AND
FULL CUT OFF FIXTURE LIGHTING EXCLUDING LOWER, DECORATIVE LIGHTING THAT MAY BE INSTALLED
ALONG THE DRIVEWAYS, SIDEWALKS AND PARKING AREAS.
28. PRIOR TO CO, SURVEYOR AND PE SEALED AS -BUILT DRAWINGS OF ALL WATER QUALITY BMPS AND
DETENTION SYSTEMS MUST BE PROVIDED TO CITY ENGINEERING.
ZONING CODE SUMMARY
PROJECT NAME: MADISON PARK
OWNER: MADISON WAXHAW OWNER, LLC
6805 MORRISON BLVD
CHARLOTTE, NC 28211
CONTACT: BEN WALDEN
PHONE: [phone]
EMAIL: [e-mail]
PLANS PREPARED BY: GEOSCIENCE GROUP, INC.
CONTACT: JOSH RINE
PHONE: [phone]
EMAIL: [e-mail]
TAX PARCELS: 06162005N
SITE AREA: 17.14 AC
ZONING:CC CORRIDOR COMMERCIAL
EXISTING USE: VACANT
PROPOSED USE:
PHASE l:
2-61,408 FT SELF STORAGE BLDGS (400 UNITS EACH)
PHASE 2:
OUTPARCEL 1: 3,500 FT BANK
OUTPARCEL 2: 4,250 FT MEDICAL OFFICE
2,500 FT RESTAURANT
15,000 FT MEDICAL OFFICE
20,000 FT RESTAURANT
42,3000 FT2 MIX OF RETAIL AND OFFICE
aUmrn n nvc.
PICVIV 1 : GU
SIDE: 10'
REAR: 20'
LOT COVERAGE: MAX. 80%
MAX BLDG HEIGHT: 54'
PROVIDED 30'
PARKING SUMMARY:
PHASE 1
REQ'D: 1 SPACE PER EMPLOYEE & I SPACE PER 5,000 SF
122,816 SF/500025 SPACES + 4(EMPLOYEES) 29 SPACES
PROV'D: 139 SPACES
OPEN SPACE:
REQ'D : 10% OF SITE= 1.71 AC
PROV'D: 1.71 SHALL BE PROVIDED IN PHASE 2
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R:\Drawings\2021 Projects\Cureton Town Center\8.15.22sp.dwg, 1:1
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