SW3200202_Plansheet C0.00 - Notes_20220216

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GENERAL NOTES: WETLANDS NOTE TOTAL SUBDIVISION SUMMARY
1.
A TOPOGRAPHIC SURVEY MUST BE SUBMITTED UPON COMPLETION OF THE DETENTION SYSTEM. DESIGN PROFESSIONAL
I.
WETLANDS HAVE BEEN DELINEATED FOR THE HERITAGE DEVELOPMENT AND NONE WERE LOCATED WITHIN THIS PHASE OF
CRTIFICATION WILL BE REQURIRED WITH THE AS -BUILT SUBMITTAL STATING THAT THE DETENTION POND IS BUILT IN ACCORDANCE
DEVELOPMENT. THIS HAS BEEN DETERMINED BY CATHERINE JANICZAK OF THE US ARMY CORPS OF ENGINEERS.
WITH APPROVED CONSTRUCTION PLANS AND WILL CONTROL STORM WATER FOR THE SITE AS REQUIRED IN THE VILLAGE OF
DEMOLITION
NOTES:
WESLEY CHAPEL'S ORDINANCE.
2.
DRIVEWAYS TO FIT 2 CARS, PER VILLAGE OF WESLEY CHAPEL REZONING REQUEST.
1.
THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION.
3.
FUTURE RECREATIONAL SPACE, OPEN SPACE AND STORMWATER FACILITIES TO BE OWNED AND MAINTAINED BY HOA.
2.
THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS DIRECTED BY THE
OWNER.
4.
ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH NCDOT STANDARD SPECIFICATIONS AND DETAILS.
3.
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES REQUIRED FOR DEMOLITION AND
5.
AFTER COMPLETION OF THE DETENTION SYSTEM, AN AS -BUILT TOPOGRAPHIC SURVEY WILL BE SUBMITTED TO THE VILLAGE.
HAUL -OFF FROM THE APPROPRIATE AUTHORITIES. THESE FEES ARE TO BE INCLUDED WITH THE BID.
DESIGN PROFESSIONAL CERTIFICATION WILL BE REQUIRED WITH THE AS -BUILT SUBMITTAL STATING THAT THE DETENTION POND IS
BUILT IN ACCORDANCE WITH APPROVED CONSTRUCTION PLANS AND WILL CONTROL STORMWATER FOR THE SITE AS REQUIRED BY
4.
THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REQUIRED PRIOR TO THE
ORDINANCE.
COMMENCEMENT OF DEMOLITION.
6.
COMMON OPEN SPACE AREAS AND STORMWATER CONTROL MEASURES ARE TO BE OWNED & MAINTAINED BY THE HOA.
S.
THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK. IT IS NOT INTENDED TO IDENTIFY EACH
ELEMENT OF DEMOLITION OF RELOCATION. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND APPROPRIATE UTILITY
7. THE PROPOSED DEED RESTRICTIONS AND/OR CCR WILL BE THE SAME AS THE PREVIOUS PHASES IN THIS DEVELOPMENT. COMPANY PRIOR TO WORK.
8. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST TOWN OF INDIAN TRAIL, THE VILLAGE OF WESLEY CHAPEL, AND NCDOT 6. CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL MANNER EXISTING BUILDINGS, INCLUDING
STANDARDS AND SPECIFICATIONS. FOUNDATIONS AND ALL APPURTENANCES LOCATED ON AND AROUND THE PROPERTY INCLUDING BUT NOT LIMITED TO CURBS,
SIDEWALKS, TREES AND SHRUBS.
9. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 7 REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS, WALLS, FOUNDATIONS, CONDUITS, LIGHT POLE BASES, DEBRIS AND
CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED LANDFILL.
NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE
DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 8, REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC, AND TELEPHONE AS SHOWN. THE
10. MEASUREMENTS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. CONTRACTOR TO VERIFY ALL DIMENSIONS AND GRADES CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTILITY COMPANY TO COORDINATE REMOVAL OF ALL UTILITIES AND FOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH DETERMINING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO COMMENCING WORK.
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR 11. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT AND PLUG ALL SERVICE
ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN PIPING AT THE STREET LINE OR MAIN, AS REQUIRED, OR AS OTHERWISE NOTED. ALL SERVICES MAY NOT BE SHOWN ON THE PLAN.
GIVEN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTEND OF SERVICE PIPING TO BE
11. FLOOD NOTE: PORTIONS OF THIS PROPERTY ARE LOCATED IN SPECIAL FLOOD HAZARD ZONE "AE" AS DEFINED BY FEMA F.I.R.M. REMOVED, CUT OR PLUGGED.
MAP NO. 3710449700J, DATED OCTOBER 16, 2008. 12. CONTRACTOR SHALL COORDINATE WITH UTILITY DEPARTMENT IN THE REMOVAL/RELOCATION OF EXISTING POWER POLES AND
OVERHEAD POWER LINES.
12. WITHIN THE SIGHT DISTANCE TRIANGLES SHOWN, NO OBSTRUCTION BETWEEN 30" AND 72" IN HEIGHT ABOVE THE CURB LINE
ELEVATION SHALL BE LOCATED IN WHOLE OR IN PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, 13. THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES AND REMOVAL AND/OR RELOCATION OF
FENCE, WALL, SIGN, OR PARKED VEHICLE. OVERHEAD UTILITIES AND POLES WITH THE APPROPRIATE UTILITY COMPANY.
13. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR PART 1926, 14. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO BEGINNING DEMOLITION WORK.
SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. EXCAVATION EXCEEDING TWENTY (20) FEET IN
DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER, PROVIDED BY 15. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE.
CONTRACTOR RESPONSIBLE FOR EXCAVATION.
16. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY TREES THAT ARE DAMAGED DURING CONSTRUCTION THAT ARE TO BE
14. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED APPROVAL HAS BEEN OBTAINED FROM THE PROTECTED AS SHOWN ON THE PLANS.
OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION. THE CONTRACTOR SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST
TOTAL SITE AREA:
162.982 ACRES ±
FLOODPLAIN AREA:
12.50 ACRES ±
DUKE R W AREA:
8.00 ACRES ±
TOTAL DEVELOPABLE AREA:
142.482 ACRES ±
TAX PARCEL:
07120003
07120005A
0712001J
07120005 90
07120008
ZONING:
SF-4 CZ
EXISTING USES:
SINGLE FAMILY, VACANT
ROAD LENGTH:
16,939 LINEAR FEAT
PROPOSED USES:
316 SINGE FAMILY LOTS ±
REQUIRED OPEN SPACE:
9.50 ACRES ±
TOTAL OPENS ACE:
61.00 ACRES ± TOTAL
TOTAL PARK/AMENITY:
1 20.87 ACRES TOTAL
SITE SUMMARY
VILLAGE OF WESLEY CHAPEL
PHASE 11-14
SITE AREA:
47.58 ACRES ±
TAX PARCEL:
712005E
EXISTING ZONING:
R-40 CZ
PROPOSED LOTS:
30 LOTS
DENSITY:
0.63 DUA
ROAD LENGTH:
1,118 LF
AREA IN R/W:
1.57 ACRES±
FLOODPLAIN AREA:
20.05 ACRES ±
DISTURBED AREA:
12.02 ACRES +
SITE SUMMARY
TOWN OF INDIAN TRAIL
PHASE 11-14
SITE AREA:
39.29 ACRES ±
TAX PARCEL:
712005A
EXISTING ZONING:
SF-4 CZ
PROPOSED LOTS:
98 LOTS
DENSITY:
2.50 DUA
ROAD LENGTH:
5,366 LF
AREA IN R/W:
6.09 ACRES ±
FLOODPLAIN AREA:
5.56 ACRES ±
DISTURBED AREA:
30.07 ACRES +
INDIAN TRAIL DEVELOPMENT STANDARDS (FROM APPROVED REZONING PLAN)
1. STREET TREES SHALL BE PROVIDED ON BOTH SIDES OF ALL STREETS BETWEEN THE CURB AND THE SIDE WALK. TREES SHALL BE INSTALLED AT THE RATE OF 1 TREE EVERY 30 LINEAL FEET.
THERE SHALL A MIX OF 3 SPECIES MINIMUM, PLANTED AT 2.5" CALIPER MINIMUM WITH A MINIMUM HEIGHT OF 8 FEET.
2. ALL HOMES SHALL HAVE AN ARTICULATED FRONT ELEVATION CONSISTING OF, BUT NOT LIMITED TO OPENINGS INCLUDING DOORS AND/OR WINDOWS, WALL SETBACKS OR PROJECTIONS.
3. VINYL SIDING SHALL BE PROHIBITED WITHIN HERITAGE. ALL FRONT FACADES TO BE MADE OF HARDIEPLANK WITH STONE, MASONRY, OR SHINGLE ACCENTS.
4. VARIATION IN FRONT FACADE ARTICULATION SHALL BE INCORPORATED INTO THE COMMUNITY. ANY GIVEN HOUSE SHALL BE DIFFERENT FROM THOSE ADJACENT ON EITHER SIDE OF THE HOME AND
THE HOME DIRECTLY ACROSS THE STREET.
5. ALL RESIDENTIAL BUILDINGS ON INDIVIDUAL LOTS MUST INCLUDE AT LEAST 5 OF THE FOLLOWING DESIGN FEATURES:
A. BAY OR BOW WINDOWS ON THE FRONT FACADE (NOTE: THE PROVISION OF ONE SUCH WINDOW IS SUFFICIENT);
B. DORMERS (NOTE: THE PROVISION OF A ROOF FEATURE IS SUFFICIENT);
C. A ROOF PITCH GREATER THAN OR EQUAL TO A 6 TO 12 (6:12) FOR PRIMARY ROOF;
D. EAVES WITH A MINIMUM 10-INCH PROJECTION ON ALL SIDES OF THE BUILDING;
E. FRONT PORCH AND ENTRY FACING THE FRONT LOT LINE (NOTE: ENTRYWAY CAN BE LOCATED ON THE LONG OR SHORT AXIS OF THE DWELLING);
F. OFF -SETS ON BUILDING FACE WITH A MINIMUM DEPTH OF 12 INCHES;
G. DECORATIVE PILLARS OR POSTS. SQUARE POST OR COLUMNS SHALL NOT BE LESS THAN SIX (6) NOMINAL INCHES ON ANY SIDE AND ROUND COLUMNS SHALL NOT BE SMALLER
THAN EIGHT (8) NOMINAL INCHES IN DIAMETER FROM THE BOTTOM OF THE COLUMN UNLESS CONSISTENT WITH A DISTINCT ARCHITECTURAL STYLE;
H. DISTINCT ARCHITECTURAL STYLE (TWO POINT VALUE). THE USE OF A DISTINCT ARCHITECTURAL STYLE SHALL BE DETERMINED BY A QUALIFIED PROFESSIONAL;
I. CARRIAGE GARAGE DOORS WITH COACH LIGHTS;
J. USE OF (3) THREE ARCHITECTURAL FACADE MATERIALS ON FRONT ELEVATION;
K. GLASS IN FRONT DOORS;
L. ARCHITECTURAL AND/OR DIMENSIONAL SHINGLES.
6. LIGHTING FIXTURES ARE TO BE USED TO ACCENTUATE ARCHITECTURAL FEATURES, MATERIALS, COLORS, OR LANDSCAPING. THESE FIXTURES SHALL BE PROVIDED ALONG ENTRY MONUMENTATION AND
COMMON AREAS SUCH AS THE AMENITY STRUCTURE AND MAIL STRUCTURE.
7. ACCENT LIGHTING SHALL NOT GENERATE EXCESSIVE LIGHT LEVELS, CAUSE GLARE, OR DIRECT LIGHT BEYOND THE FACADE ONTO NEIGHBORING PROPERTIES, STREETS OR NIGHT SKY.
8. STREET LIGHTING FIXTURES SHALL BE INSTALLED ON BLACK METAL OR FIBERGLASS POLES. NO WOOD POLES SHALL BE ALLOWED. ALL LIGHTING WILL BE IN ACCORDANCE WITH THE TOWN OF INDIAN
TRAIL'S LIGHTING STANDARDS.
9. PARCEL 07120005 80 WITHIN THE JURISDICTION OF WESLEY CHAPEL IS TO BE REZONED CONCURRENTLY WITH THE INDIAN TRAIL REZONING PROCESS.
10. PARCELS 071200050 90 AND 07120008 WITHIN THE JURISDICTION OF UNION COUNTY ARE TO BE ANNEXED INTO INDIAN TRAIL CONCURRENTLY WITH THE INDIAN TRAIL REZONING PROCESS.
11. THE FAITH CHURCH ROAD MPO CORRIDOR, AS SHOWN ON THE CURRENT MPO TRANSPORTATION PLANNING MAP, SHALL BE ABANDONED OR REALIGNED.
12. TRAFFIC IMPROVEMENTS TO BE MADE PER APPROVED TRAFFIC IMPACT ANALYSIS.
13. STORMWATER QUALITY TO BE HANDLED WITH BMP'S PER APPROVAL BY THE TOWN OF INDIAN TRAIL AND THE NC DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES.
14. ALL COMMON OPEN SPACES AND STORMWATER QUALITY AREAS TO BE OWNED AND MAINTAINED BY A HOMEOWNER'S ASSOCIATION.
15. PARKING SPACES WILL BE PROVIDED AT EACH CLUSTER MAILBOX UNIT.
16. AN 8 FOOT SIDEWALK WILL BE PLACED ALONG THE SOUTH SIDE OF THE PROPOSED EAST -WEST CONNECTOR ROAD. THE SIDEWALK WILL BE CONCRETE AND WILL BE MAINTAINED BY THE TOWN OF
INDIAN TRAIL.
17. A BUFFER WILL BE INSTALLED AROUND PARCEL 07120007 WITHIN COMMON OPEN SPACE PER EXHIBITS AND NOTES ON SHEET RZ1.2. A BERM WILL BE INSTALLED ALONG THE SOUTH SIDE OF THE
EAST -WEST CONNECTOR ROAD WITHIN COMMON OPEN SPACE PER EXHIBITS AND NOTES ON SHEET RZ1.2. THE BUFFER AND BERM WILL BE MAINTAINED BY A HOMEOWNER'S ASSOCIATION.
18. TRAFFIC CALMING DEVICES WILL BE PLACED ALONG THE EAST -WEST CONNECTOR ROAD AS APPROVED BY THE TOWN OF INDIAN TRAIL AS PART OF THE SITE PLAN REVIEW. THESE DEVICES WILL
BE MAINTAINED BY THE TOWN OF INDIAN TRAIL.
19. A CENSUS SHOWING THE AGE OF RESIDENTS ABOVE 62 YEARS OF AGE AND BELOW 62 YEARS OF AGE RESIDING IN THE DEVELOPMENT, WITH BREAKDOWNS FOR LOTS BOTH WITHIN THE VILLAGE OF
WESLEY CHAPEL AND THE TOWN OF INDIAN TRAIL WILL BE PROVIDED TO THE TOWN EACH YEAR.
20. A PUBLIC ROAD WILL PROVIDE ACCESS TO LOT 07120007. THIS ROAD, LOCATED ENTIRELY WITHIN THE TOWN OF INDIAN TRAIL WILL NOT CONTAIN SIDEWALKS, AND WILL BE MAINTAINED BY THE
TOWN OF INDIAN TRAIL. A FIFTY FEET RIGHT-OF-WAY WILL BE DEDICATED FOR FUTURE CONNECTIVITY AND IMPROVEMENTS.
21.THE CAROLINA THREAD TRAIL GREENWAY AND ADDITIONAL WALKING PATHS HAVE BEEN CONCEPTUALLY SHOWN ON THE PLAN. THE CAROLINA THREAD TRAIL IS TO BE ASPHALT AND MAINTAINED BY
THE TOWN OF INDIAN TRAIL. ALL ASSOCIATED EASEMENTS ARE TO BE DEDICATED BY THE APPLICANT. THE FINAL LOCATION AND MATERIAL OF THE WALKING PATHS ARE TO BE DETERMINED IN
COORDINATION WITH ALL APPLICABLE ENTITIES.
22. THE PROPOSED AMENITY CENTER LOCATED WITHIN THE TOWN OF INDIAN TRAIL WILL BE AVAILABLE FOR USE ONLY BY RESIDENTS OF THE
AGE -RESTRICTED PORTIONS OF THE DEVELOPMENT. THE AMENITY WILL BE UNDER CONSTRUCTION BY THE COMPLETION OF THE 99TH HOME.
23. ALL LANDSCAPED ISLANDS WILL BE THE RESPONSIBILITY OF THE HOA ONCE STREETS HAVE BEEN TAKEN OVER BY A
GOVERNMENT AGENCY.
24. ALL DESIGNATED ON -STREET PARKING STALLS WILL BE THE RESPONSIBILITY OF THE HOA ONCE STREETS HAVE BEEN
TAKEN OVER BY A GOVERNMENT AGENCY.
RELATED TO THE SUBSTITUTION OF ALTERNATE EQUIPMENT. 17. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING ROAD SURFACE. 26.
27.
15. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO 18. FINISH SURFACE TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG LINES OF JOINTS WHICH WILL PERMIT A NEAT SURFACE 28.
CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE WHEN RESTORED. EROSION CONTROL NOTES:
TRANSMITTAL LETTER TO THE ENGINEER.
19. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT EXISTING PAVEMENT AT THE R/W.
16 EXISTING IMPROVEMENTS SLATED TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/RESTORED TO
DESIGN OF ALL RETAINING WALLS IS TO BE PER NC BUILDING CODE SECTION 1806.
DETAILED RETAINING WALL DESIGN DRAWINGS, SEALED BY A NC LICENSE PROFESSIONAL ENGINEER, WILL BE SUBMITTED TO THE TOWN PRIOR TO CONSTRUCTION.
THE LICENSED ENGINEER MUST PERFORM CONSTRUCTION OBSERVATION, VERIFYING IN A SEALED LETTER TO THE TOWN THAT RETAINING WALLS ARE CONSTRUCTED PER THE ENGINEERED DRAWINGS.
DEMOLITION NOTES:
THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER BY THE CONTRACTOR RESPONSIBLE FOR THE DAMAGE.
20. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ITS ORIGINAL CONDITION
1.
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.
1.
THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION.
AT THE SOLE EXPENSE OF THE CONTRACTOR.
17.
SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS
2.
THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS DIRECTED BY THE OWNER.
RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
21. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO THE ADJOINING PROPERTIES DURING THE DEMOLITION PROCESS.
2.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE TOWN/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A
3.
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES REQUIRED FOR DEMOLITION AND HAUL -OFF FROM THE APPROPRIATE AUTHORITIES. THESE FEES ARE TO BE INCLUDED
18.
THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE
22DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED
.
FINE.
WITH THE BID.
REQUIRED. THE CONTRACTOR SHALL INSTALL SUCH STANDARD APPURTENANCES AS REQUIRED TO CLOSELY FOLLOW THE GRADES
HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL
AND ALIGNMENTS DEPICTED ON THE PLANS.
MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.
3.
ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER
4.
THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REQUIRED PRIOR TO THE COMMENCEMENT OF DEMOLITION.
Q Q
23. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION,
THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT
19.
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA 811" (1-800 632-4949) AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION
CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THE IS AREA.
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
5.
THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK. IT IS NOT INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OF RELOCATION. CONTRACTOR SHALL
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR
7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
COORDINATE WITH THE OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK.
OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL". REPORT ANY DISCREPANCIES TO THE ENGINEER
24. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL
IMMEDIATELY.
6.
CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL MANNER EXISTING BUILDINGS, INCLUDING FOUNDATIONS AND ALL APPURTENANCES LOCATED ON AND AROUND THE
CONTRACTOR.
4.
ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
PROPERTY INCLUDING BUT NOT LIMITED TO CURBS, SIDEWALKS, TREES AND SHRUBS.
20.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE UTILITY COMPANIES FOR
25. UTILITY APPURTENANCES TO BE REMOVED INCLUDE BUT ARE NOT LIMITED TO HYDRANTS, FIRE DEPARTMENT CONNECTIONS,
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
7.
REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS, WALLS, FOUNDATIONS, CONDUITS, LIGHT POLE BASES, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED
ANY REQUIRED RELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS, WATER METERS, ETC.).
VALVES/VALVE BOXES, STORM DRAIN AND/OR SANITARY SEWER CLEANOUTS, STORM DRAIN INLETS.
LANDFILL.
21.
EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL
5.
REQUIRED BY A
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE RE Q
VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE
REPRESENTATIVE OF THE COUNTY.
8.
REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC, AND TELEPHONE AS SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTILITY COMPANY TO
PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
CONSTRUCTION SEQUENCE STAGE I:
COORDINATE REMOVAL OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO COMMENCING WORK.
22.
PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD APRE-CONSTRUCTION CONFERENCE.
ENFORCEMENT NOTE 1: FAILURE TO FOLLOW THIS CONSTRUCTION SEQUENCE MAY RESULT IN ENFORCEMENT ACTIONS,
6.
TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY
11.
REQUIRED, OR AS OTHERWISE NOTED.
THE CONTRACTOR SHALL CUT AND PLUG OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT AND PLUG ALL SERVICE PIPING AT THE STREET LINE OR MAIN AS RE Q
INCLUDING BUT NOT LIMITED TO CIVIL PENALTIES, INJUNCTIVE RELIEF, CRIMINAL PENALTIES, AND PERMIT REVOCATION.
MUST BE PRESENTED AT PRE -CONSTRUCTION MEETING.
ALL SERVICES MAY NOT BE SHOWN ON THE PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTEND OF SERVICE PIPING TO BE REMOVED CUT OR PLUGGED.
23.
PAVEMENT SECTIONS SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO BEGINNING CONSTRUCTION.
ADDITIONALLY, OFF -SITE SEDIMENTATION DISCHARGE MAY RESULT IN RESTORATION REQUIREMENTS.
IGENERAL STORM DRAINAGE NOTES:
ENFORCEMENT NOTE 2: IF EXCESSIVE SEDIMENT IS LEAVING THE SITE, A REVISED SEDIMENT AND EROSION CONTROL PLAN MAY BE
REQUIRED, WITH ASSOCIATED REQUIREMENTS FOR ADDITIONAL S&E MEASURES.
1.
ALL STORM DRAINAGE PIPES SHOWN SHALL BE REINFORCED CONCRETE (RCP) (MINIMUM CLASS III) UNLESS NOTED 1.
OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY.
OTHERWISE. CONTRACTOR TO COORDINATE WITH THE GEOTECH TO VERIFY TYPE OF BEDDING REQUIRED BASED ON SOIL
CONDITIONS. CONTRACTOR TO SELECT REQUIRED CLASS OF PIPE BASED ON DEPTH OF PIPE AND BEDDING PROVIDED PER 2
SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH THE EROSION CONTROL INSPECTOR OF NCDEQ TO DISCUSS EROSION
THE AMERICAN CONCRETE PIPE ASSOCIATION GUIDELINES.
CONTROL MEASURES.
2.
ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF INDIAN TRAIL'S LAND DEVELOPMENT
STANDARDS, THE VILLAGE OF WESLEY CHAPEL'S CODE OF ORDINANCES, AND NCDOT STANDARD SPECIFICATIONS UNLESS 3.
APPLY FOR AND OBTAIN ANY DRIVEWAY PERMITS THAT MAY BE REQUIRED.
OTHERWISE SPECIFIED.
4.
INSTALL CONSTRUCTION ENTRANCE WITH ASSOCIATED SILT FENCE OFF OLD EVERGREEN PARKWAY.
3.
ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH IN ORDER TO USE PRE -CAST STORM DRAINAGE
STRUCTURES IN ANY STREET RIGHTS -OF -WAY, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY/COUNTY ENGINEER. 5.
INSTALL PERMANENT STREAM CROSSING MEASURE (CULVERT) PER SHEET C3.02. STABILIZE SURROUNDING AREA AND INSTALL
ADJACENT SILT FENCE AND SILT FENCE OUTLET.
4.
ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL.
5.
ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 6.
INSTALL PERIMETER SILT FENCE, SILT FENCE OUTLETS AND TREE PROTECTION CLEARING ONLY AS NECESSARY TO INSTALL THESE
FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED.
MEASURES.
6.
THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE 7.
CALL FOR ON -SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING AND
STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS.
GRUBBING MAY BEGIN.
7.
ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER, WASTE CONSTRUCTION 8
INSTALL SEDIMENT BASINS SB-A, SB-B AND SB-C AS WELL AS ASSOCIATED MEASURES INCLUDING BUT NOT LIMITED TO BAFFLES,
MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY
SKIMMERS, FLEXIBLE PIPE SLOPE DRAINS, RIP -RAP APRONS, CHECK DAMS, AND TEMPORARY DIVERSIONS CLEARING ONLY AS
MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING
NECESSARYTO INSTALLTHESE BASINS AND DEVICES.
BLOWS OR PROOF ROLLING.
8.
MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND 9•
INSTALL SLOPE MATTING ON STEEP LONG SLOPES ON BASINS.
REPLACED WITH SUITABLE MATERIAL.
10.
INSTALL THE TEMPORARY DIVERSIONS AND RESPECTIVE CHECK DAMS THAT WILL ROUTE SITE RUNOFF INTO THE BASINS INSTALLED.
9.
BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE
THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE
TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100 PERCENT STANDARD PROCTOR. 11.
ALL AREAS THAT WILL GO UNWORKED FOR 14 DAYS OR MORE MUST BE STABILIZED IMMEDIATELY. STABILIZATION STANDARDS
SHOULD BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.
10.
UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
11.
IF THE USE OF WAFFLE BOXES ARE ALLOWED AT THIS SITE, ALL PENETRATIONS FOR STORM DRAINAGE PIPES MUST BE MADE CONSTRUCTION SEQUENCE STAGE 11:
WITHIN THE KNOCK -OUT PORTION OF THE BOX AND NOT AT THE CORNERS WHERE THE STRUCTURAL INTEGRITY MAY BE
COMPROMISED. 1.
CONTRACTOR SHALL MEET WITH THE EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH STAGE II EROSION CONTROL
MEASURES.
12.
ALL HIGH -DENSITY POLYETHYLENE PIPE SHALL BE CORRUGATED EXTERIOR/SMOOTH INTERIOR, CONFORM TO THE REQUIREMENTS
OF AASHTO SPECIFICATION M294 FOR CORRUGATED POLYETHYLENE PIPE AND SHALL REQUIRE COUPLING BANDS AND FITTINGS.
2.
THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. INSPECT
13.
CONCRETE PIPE USED WITHIN THE STREET RIGHT-OF-WAY SHALL BE A MINIMUM OF CLASS III REINFORCED CONCRETE PIPE, WITH A
MEASURES ONCE PER WEEK AND AFTER EACH RAINFALL.
MINIMUM DIAMETER OF FIFTEEN (15) INCHES (EIGHTEEN (18) INCHES MINIMUM ON CROSS DRAIN CULVERTS WITHIN THE
COUNTY). 3.
BEGIN GRADING ACTIVITIES AS SHOWN ON SHEET C3.00.
14.
CONCRETE MORTAR JOINTS SHALL BE USED FOR JOINING ALL CONCRETE PIPES. THE PIPE SHALL BE CLEAN AND MOIST WHEN
4.
MORTAR IS APPLIED. THE LOWER PORTIONS OF THE BELL OR GROOVE SHALL BE FILLED WITH MORTAR SUFFICIENT TO BRING THE
RUNOFF FROM THE PROPOSED BUILDING PAD AREAS, AND OTHER RELATIVELY LEVEL AREAS SHOULD NOT BE ALLOWED TO SHEET
INNER SURFACE FLUSH AND EVEN WHEN THE NEXT JOINT IS FITTED INTO PLACE. THE REMAINDER OF THE JOINT SHALL THEN BE
FLOW OVER FILL SLOPES. DURING THE FILL PLACEMENT PROCESS THE CONTRACTOR SHOULD MAINTAIN DIVERSIONS ALONG THE
FILLED WITH MORTAR AND A BEAD OR RING OF MORTAR FORMED AROUND THE OUTSIDE OF THE JOINT. THE APPLICATION OF
TOP OF FILL SLOPES WHICH SHOULD DRAIN TO SLOPE DRAINS. THESE MEASURES SHOULD REMAIN IN PLACE UNTIL THE FILL SLOPS
INTERIOR MORTAR MAY BE DELAYED UNTIL BACKFILL IS COMPLETED WHEN THE PIPE IS LARGER THAN THIRTY (30) INCHES.
HAVE BEEN ADEQUATELY STABILIZED WITH ESTABLISHED VEGETATION.
15.
ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 5.
LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS GRADED. WHENEVER POSSIBLE, EXISTING VEGETATION
FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED. PREFORMED JOINT SEALER, WHICH CONFORMS TO
SHALL REMAIN IN PLACE TO PREVENT EROSION OF SITE. THERE SHOULD BE NO DISTURBANCE WITHIN THE STREAM BUFFER.
AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS, MAY BE USED IN LIEU OF THE MORTAR JOINING METHOD.
6.
INSTALL INLET PROTECTION, AND OTHER MEASURES AS SHOWN ON STAGE 2 PLANS AS THE PROPOSED STORM SEWER SYSTEM IS
16.
COUPLING BANDS AND FITTINGS SHALL BE USED FOR JOINING ALL HDPE PIPE. COUPLING BANDS SHALL COVER AT LEAST ONE FULL
INSTALLED. WHEN APPLICABLE CONTRACTOR SHOULD MINIMIZE THE DISTURBANCE AREA ALLOWED AT ONE TIME TO THE
CORRUGATION ON EACH SECTION OF PIPE. GASKET COUPLING BANDS ARE REQUIRED BETWEEN ALL PIPE JOINTS. THE GASKET
GREATEST EXTENT PRACTICAL.
SHALL BE MADE OF CLOSED -CELL SYNTHETIC EXPANDED RUBBER MEETING THE REQUIREMENTS OF ASTM D1056, TYPE 2. THE PIPE
MANUFACTURER SHALL INSTALL GASKETS ON THE COUPLING BAND. ALL COUPLING BANDS SHALL MEET OR EXCEED THE
SOIL -TIGHTNESS REQUIREMENT OF AASHTO STANDARD SPECIFICATION FOR HIGHWAY BRIDGES, SECTION 23, PARAGRAPH 7.
STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE.
23.1.5.4(E). PIPEFITTINGS SHALL CONFORM TO AASHTO M252 OR AASHTO M294.
8.
ALL AREAS THAT WILL GO UNWORKED FOR 14 DAYS OR MORE MUST BE STABILIZED IMMEDIATELY. STABILIZATION STANDARDS
17.
ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO THE STANDARDS.
SHOULD BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS.
18.
COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION METHODS. EACH LAYER OF
BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED IN PLACE. 9
MAINTAIN AND ADJUST E&SC MEASURES AS MASS GRADING PROGRESSES TO MAINTAIN PROPER E&SC CONTROL.THE
CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
19.
SEALED STRUCTURAL DESIGN FOR ALL STRUCTURES GREATER THAN NCDOT MAXIMUM ALLOWED DEPTH OR GREATER THAN
12' REQUIRED PRIOR TO CONSTRUCTION 10.
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL, U. S. DEPT. OF AGRICULTURE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
20.
SHOP DRAWINGS AND STRUCTURAL DESIGN FOR THE CULVERT(S) ARE TO BE PROVIDED TO ENGINEER OF RECORD AND
TOWN OF INDIAN TRAIL PRIOR TO INSTALLATION. 11.
SB-B AND SB-C IS TO REMAIN IN PLACE AS LONG AS POSSIBLE DURING THIS PHASE OF CONSTRUCTION. THE SURROUNDING AREA IS
TO BE BROUGHT TO FINAL GRADE AND THE PERMANENT STORMSEWER INSTALLED AND SURROUNDING AREA STABILIZED. THE
21.
THE INTERIOR SURFACES OF ALL MASONRY STORM DRAINAGE STRUCTURES SHALL BE POINTED UP, JOINTED AND SMOOTHED TO
CONTRACTOR SHALL THEN CONTACT THE INSPECTOR TO DETERMINE IF THE BASIN CAN BE REMOVED. UPON APPROVAL THE
AN ACCEPTABLE STANDARD USING MORTAR, WHICH SHALL CONFORM TO THE REQUIREMENTS OF SECTION 1040, "MASONRY," OF
CONTRACTOR SHALL REMOVE THESE MEASURES AND BRING THE AREA TO FINAL GRADE AND IMMEDIATELY STABILIZED.
THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. THE INVERT SHALL BE FORMED OF CONCRETE SUCH THAT
NO STANDING WATER IS POSSIBLE.
12.
UPON APPROVAL FROM INSPECTOR SB-A IS TO BE CONVERTED TO THE STORMWATER CONTROL MEASURE "A". SEE SHEET C9.00.
22.
ANY STORM DRAIN STRUCTURES OVER THREE 3 FEET AND SIX 6 INCHES (3'6") IN HEIGHT MUST HAVE STEPS IN ACCORDANCE WITH
NCDOT STANDARD DRAWING NO. 840.66, "DRAINAGE STRUCTURE STEPS." 13.
WHEN VEGETATION IS ESTABLISHED, CALL FOR SITE INSPECTION. IF THE SITE IS APPROVED THE CONTRACTOR MAY REMOVE THE
IN -PLACE E&SC MEASURES.
7.
THERE SHALL BE NO LAND DISTURBANCE WITHIN 10 FEET OF THE TOP OF NON -PERMITTED
12. CONTRACTOR SHALL COORDINATE WITH UTILITY DEPARTMENT IN THE REMOVAL / RELOCATION OF EXISTING POWER POLES AND OVERHEAD POWER LINES.
STREAM BANKS.
13. THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES AND REMOVAL AND/OR RELOCATION OF OVERHEAD UTILITIES AND POLES WITH THE APPROPRIATE UTILITY COMPANY.
8.
SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10, REQUIRE
14. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO BEGINNING DEMOLITION WORK.
ADEQUATE SLOPE MATTING AND OTHER POSSIBLE MEASURES. SOILS ENGINEER TO VERIFY
STABILITY OF SLOPES GREATER THAN 2:1.
15. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE.
9.
A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT
16. THE CONTRACTOR IS RESPONSIBLE TO REPLACE ANY TREES THAT ARE DAMAGED DURING CONSTRUCTION THAT ARE TO BE PROTECTED AS SHOWN ON THE PLANS.
WAS NOT PREVIOUSLY APPROVED.
17. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING ROAD SURFACE.
10.
THIS SITE IS TO BE INSPECTED AND DOCUMENTED IN ACCORDANCE WITH THE NCGO10000
GENERAL CONSTRUCTION PERMIT.
18. FINISH SURFACE TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG LINES OF JOINTS WHICH WILL PERMIT A NEAT SURFACE WHEN RESTORED.
19. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT EXISTING PAVEMENT AT THE R/W.
11.
AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY
VEGETATION AND ROOT MATERIAL. THE BASIN AREA SHALL BE CLEARED.
20. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR.
12.
THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY
21. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO THE ADJOINING PROPERTIES DURING THE DEMOLITION PROCESS.
VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER
OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH
22• DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN
EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED
WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.
THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIP -RAPPED.
/
23. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING
FURTHER WITH WORK IN THE IS AREA.
13.
SEDIMENT SHALL BE REMOVED AND BASINS RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO DEPTH SHOWN ON STANDARD. REMOVED SEDIMENT
24. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR.
SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
25. UTILITY APPURTENANCES TO BE REMOVED INCLUDE BUT ARE NOT LIMITED TO HYDRANTS, FIRE DEPARTMENT CONNECTIONS, VALVES/VALVE BOXES, STORM DRAIN AND/OR SANITARY SEWER CLEANOUTS,
14.
THE BASINS SHALL BE INSPECTED AFTER EACH MEASURABLE RAIN AND REPAIRS MADE AS
STORM DRAIN INLETS.
NECESSARY.
RETAINING WALL NOTES
15. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND
WATER POLLUTION IS MINIMIZED.
16. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER UNLESS CERTIFIED BY REGISTERED
GEOTECHNICAL ENGINEER.
17. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND
STABILIZATION.
18. THE BASINS SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF
WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
19. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
20. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN
WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHALL BE INSTALLED IN ALL BASINS.
21. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE
BASIN. THE STAKES SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT POINT, OF THE
BASIN.
22. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
23. FOR DESIGN OF SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
24. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF
THE SLOPE, SLOPE MATTING AND OTHER POSSIBLE MEASURES WILL BE REQUIRED.
25. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED.
THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY THE CITY LAND
DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS
BEEN ESTABLISHED.
26. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE
IS PLACED AT THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER
COURSE WHERE 50' OF BUFFER IS NOT PROVIDED.
27. ALL TREES & BRUSH REMOVED DURING CLEARING & GRUBBING OF SITE SHALL BE CHIPPED
ON SITE AND HAULED OFF SITE FOR DISPOSAL.
28. SEE SHEET C6.03 FOR SKIMMER SEDIMENT BASIN AND SEDIMENT BASIN DETAILS.
29. ALL DISTURBED AREAS TO BE SEEDED.
30. NO DEMOLITION TO OCCUR PRIOR TO PRE -CONSTRUCTION MEETING.
31. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY
MUST BE PRESENTED AT PRE -CONSTRUCTION MEETING.
1. CONTRACTOR WILL OBTAIN NECESSARY PERMITS FROM THE COUNTY PRIOR TO BEGINNING CONSTRUCTING THE PROPOSED RETAINING WALLS.
2. DETAILED RETAINING WALL DESIGN DRAWINGS, SEALED BY A NORTH CAROLINA LICENSE PROFESSIONAL ENGINEER, WILL BE SUBMITTED TO THE TOWN PRIOR TO CONSTRUCTION UNDER A SEPARATE PERMIT.
3. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICTS THE LOCATION OF THE FRONT FACE OF THE RETAINING WALL AT THE TOP OF THE WALL. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING
RETAINING WALLS ARE NOT LOCATED IN ANY STREAM BUFFERS, AND THEIR CONSTRUCTION DOES NOT ENCROACH INTO ANY ADJACENT PROPERTIES DUE TO ANY BATTER INCORPORATED IN THE DESIGN OF THE
WALLS.
4. RETAINING WALLS ARE TO BE DESIGN -BUILD PROJECTS BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN FINAL CONSTRUCTION DRAWINGS FROM A REGISTERED ENGINEER AND
GAIN ALL REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE RETAINING WALLS.
5. RETAINING WALLS SHALL BE ASSUMED TO BE BACKFILLED WITH OFF -SITE BORROW MATERIAL OR PROCESSED FILL, UNLESS THE CONTRACTOR CAN PROVIDE TO THE OWNER WITH CONFIRMATION FROM THE
GEOTECHNICAL ENGINEER AND THE RETAINING WALL DESIGNER, THAT READILY AVAILABLE ON -SITE SOILS CAN BE USED.
6. THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED GRADE ELEVATIONS ONLY. THE EXTENT THAT THE RETAINING WALL WILL BE EXTENDED BELOW GRADE TO THE
FOOTING OR ABOVE GRADE TO THE TOP OF THE CAP BLOCK COURSE SHALL BE IDENTIFIED ON THE RETAINING WALL CONSTRUCTION DRAWINGS.
7. ALL RETAINING WALLS OVER 30" HIGH SHALL HAVE A SAFETY FENCE (DESIGN BY OTHERS).
8. ANY PART OF ANY RETAINING WALL THAT EXTENDS INTO THE RIGHT-OF-WAY WILL REQUIRE AN ENCROACHMENT AGREEMENT. ENCROACHMENT AGREEMENTS FOR RETAINING WALLS SHALL BE APPROVED
PRIOR TO CONSTRUCTION DRAWING APPROVAL.
9. ANY TIEBACK SYSTEMS FOR THE RETAINING WALLS SHALL NOT BE ALLOWED WITHIN PUBLIC RIGHT-OF-WAY.
10.STORMWATER RUN-OFF SHALL BE DIRECTED AWAY FROM RETAINING WALLS. ANY RUN-OFF FLOWING TO AND OVER A RETAINING WALL SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND BROUGHT TO THE
ATTENTION OF THE WALL DESIGNER PRIOR TO THEIR DESIGN.
11.DESIGN OF ALL RETAINING WALLS IS TO BE PER NORTH CAROLINA BUILDING CODE SECTION 1806.
12.THE HOMEOWNER'S ASSOCIATION WILL BE RESPONSIBLE FOR MAINTAINING THE RETAINING WALLS
13.RETAINING WALLS WITHIN THE VILLAGE OF WESLEY CHAPEL SHALL BE BUILT TO THE GENERAL CONFORMANCE OF THE VILLAGE OF WESLEY CHAPEL'S ORDINANCE. am
GROUND STABILIZATION
SITE AREA DESCRIPTION
STABILIZATION
STABILIZATION TIME
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
(HOW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN
7 DAYS
IN LENGTH AND ARE NOT
3:1
STEEPER THAN 2:1, 14
DAYS ARE ALLOWED
7-DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER
14 DAYS
GREATER THAN 50 FEET IN
LENGTH
ALL OTHER AREAS WITH
NONE (EXCEPT FOR
SLOPES FLATTER THAN
14 DAYS
PERIMETERS AND HOW
4:1
ZONES)
OVERALL % IMPERVIOUS =
±20.5% (17.78 AC/86.84 AC)
Know what's below.
Cal I before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
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REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
KLP-19000
KLP19000-N 1
MVD
AJ B
N/A
01. 17. 2020
PROJECT
NOTES
C0600