NCC216765_Site Plan or Location Map_20211207

GENERAL NOTES:
1. ALL MATERIALS, WORKMANSHIP AND METHODS SHALL BE IN ACCORDANCE WITH THE NCDOT "STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES", LATEST EDITION AND THE "NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" EXCEPT AS MODIFIED BY THESE
PLANS OR THE RELATED SPECIFICATIONS FOR THIS PROJECT.
2. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING "NC ONE CALL" AND ALL NON-MEMBER UTILITY OWNERS IN THE PROJECT AREA AT LEAST 72
HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY. ALL EXISTING UTILITIES ARE NOT SHOWN ON THESE PLANS AND THE LOCATIONS OF UTILITIES
SHOWN MAY HAVE BEEN ESTIMATED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES
AND PROTECT ALL EXISTING UTILITIES AND STRUCTURES FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS
INCORRECTLY SHOWN ON THESE PLANS OR NOT SHOWN ON THESE PLANS SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE TO THE
SATISFACTION OF THE UTILITY OWNER. THE CONTRACTOR SHALL TAKE PARTICULAR PRECAUTION WHEN WORKING WITHIN AND ADJACENT TO THE
DUKE ENERGY TRANSMISSION LINES AND SHALL FOLLOW ALL POWER COMPANY REQUIREMENTS AND RECOMMENDATIONS.
3. THE CONTRACTOR SHALL PERFORM ALL WORK IN A LOGICAL CONSTRUCTION SEQUENCE AS REQUIRED TO STREAMLINE AND EXPEDITE THE
COMPLETION OF THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION & SCHEDULING WITH OTHER
CONTRACTORS, SUBCONTRACTORS, TRADESMEN, UTILITIES AND ALL OTHER PARTIES WORKING WITHIN THE PROJECT AREA AS NEEDED TO EXPEDITE
AND SUCCESSFULLY COMPLETE THE PROJECT. THE CONTRACTOR SHALL ALLOW TIME FOR COORDINATION AND DELAYS CAUSED BY OTHERS
WORKING WITHIN AND USING THE PROJECT AREA.
4. THE CONTRACTOR IS RESPONSIBLE FOR STAKING OUT ALL WORK RELATED TO THIS PROJECT AND VERIFYING ALL DIMENSIONS AND GRADES PRIOR
TO COMMENCING CONSTRUCTION. ALL STAKEOUT WORK SHALL BE PERFORMED BY A QUALIFIED NC PROFESSIONAL LAND SURVEYOR ENGAGED BY
THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. SHOULD ANY CONFLICTS OR OTHER PROBLEMS EXIST IT IS THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE CIVIL ENGINEER AND AWAIT FURTHER INSTRUCTION PRIOR TO COMMENCING CONSTRUCTION ON THE PROJECT. ANY
DIMENSIONS OR LENGTHS SHOWN OR INDICATED ON THE PLANS ARE HORIZONTAL MEASUREMENT AND PARALLEL OR PERPENDICULAR TO BUILDING
LINES, CURB LINES OR BASE LINES UNLESS SPECIFICALLY NOTED OTHERWISE.
5. THE CONTRACTOR IS RESPONSIBLE FOR ANY DEMOLITION, CLEARING, GRUBBING AND DISPOSAL OF ALL WASTE MATERIALS AS NECESSARY TO
SATISFACTORILY COMPLETE ALL CONSTRUCTION WHETHER SHOWN ON THESE PLANS, NOT SHOWN ON THESE PLANS OR INCORRECTLY SHOWN ON
THESE PLANS. ALL WASTE MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF THE PROJECT PROPERTY BY THE CONTRACTOR IN ACCORDANCE
WITH ALL APPLICABLE LAWS AND REGULATIONS AT THE CONTRACTOR'S EXPENSE.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ACCEPTABLE ACCESS TO ALL PARTIES THROUGHOUT THE PROJECT AREA AND OTHER
AFFECTED PROPERTIES THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AND INSTALL MAINTENANCE STONE, TEMPORARY
WALKWAYS AND OTHER MEASURES AS MAY BE NECESSARY TO MAINTAIN PEDESTRIAN AND VEHICLE ACCESS IN A CONDITION ACCEPTABLE TO THE
OWNER, JACKSON COUNTY, THE CIVIL ENGINEER, NCDOT, OTHER CONTRACTORS AND ANY OTHER PARTIES AFFECTED BY CONSTRUCTION ACTIVITIES.
7. SHOULD GROUNDWATER BE ENCOUNTERED DURING CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND MAINTAIN AN
ADEQUATE DEWATERING SYSTEM. DEWATERING EQUIPMENT SHALL BE USED IN A MANNER WHICH PREVENTS DAMAGE TO ANY PUBLIC OR PRIVATE
PROPERTIES.
8. THESE PLANS HAVE BEEN DEVELOPED UTILIZING ELEVATION AND LOCATION SURVEYS BY DAVENPORT, IVEY & ASSOC., INC. (DRAWING NUMBERS
J-1804-SUB, DATED 3/17/20 AND J-2054, DATED 4/13/21). IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL ACTUAL SITE CONDITIONS AND
NOTIFY THE ENGINEER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO COMMENCING CONSTRUCTION. SURVEY INFORMATION SHOWN ON THESE
PLANS SHOULD NOT BE USED FOR THE SALE OR CONVEYANCE OF LAND OR RIGHT OF WAYS.
9. CONSTRUCTION SIGNING AND TRAFFIC CONTROL ARE THE CONTRACTOR'S SOLE RESPONSIBILITY. ALL CONSTRUCTION SIGNING AND TRAFFIC
CONTROL MATERIALS, METHODS AND MEANS SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS, THE LATEST EDITION OF THE "MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES" AND ANY PROJECT SPECIFIC REQUIREMENTS IMPOSED BY THE OWNER AND THE LOCAL NCDOT OFFICES.
10. THESE PLANS REPRESENT MINIMUM RECOMMENDED MEASURES FOR EROSION CONTROL. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING
AND MAINTAINING ADDITIONAL MEASURES IF NECESSARY TO PREVENT THE LOSS OF SEDIMENTATION.
11. GROUND COVER (TEMPORARY SEEDING, PERMANENT SEEDING OR GRAVEL SURFACE) SHOULD BE ESTABLISHED IN 7 WORKING DAYS OR LESS.
12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SECURITY AND SAFETY RELATED TO THIS PROJECT.
13. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL PUBLIC AND PRIVATE PROPERTIES FROM DAMAGE RELATED TO CONSTRUCTION
ACTIVITIES. ANY DAMAGE AS A RESULT OF CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE
ENGINEER AND THE OWNER.
14. THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AN ACCURATE SET OF AS -BUILT DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR
PROVIDING THE ENGINEER WITH AN ACCURATE AS -BUILT SURVEY COMPLETED BY A QUALIFIED NC PROFESSIONAL LAND SURVEYOR AT THE
CONTRACTOR'S EXPENSE. THE SURVEY SHALL BE PROVIDED IN BOTH SEALED HARD COPY AND DIGITAL (AUTOCAD COMPATIBLE WITH ALL RAW
SURVEY DATA POINTS) FORMATS. THE AS -BUILT SURVEY SHALL INCLUDE ALL AREAS AFFECTED BY CONSTRUCTION AND SHALL BE PREPARED ON
PLAN HORIZONTAL AND VERTICAL DATUMS PROVIDED AND SHALL PROVIDE 1 FT VERTICAL CONTOUR INTERVALS; ALL CRITICAL ELEVATIONS; ALL
LOCATIONS AND ELEVATIONS OF ALL PAVEMENTS, SIDEWALKS, CURB AND GUTTER, WALLS; ALL STORM PIPE AND STRUCTURE LOCATIONS, INVERTS
AND INLET ELEVATIONS; SEWER LOCATIONS, INVERTS AND APPURTENANCES, WATER LINES AND APPURTENANCES, ALL KNOWN UTILITY LOCATIONS
AND ELEVATIONS; AND ANY OTHER MANMADE IMPROVEMENTS (WHETHER EXISTING PRIOR TO OR FOLLOWING THE CONSTRUCTION OF THIS
PROJECT). THE SURVEY SHALL INCLUDE ALL PORTIONS WITHIN THE PROJECT CONSTRUCTION LIMITS. THE AS -BUILT SURVEY SHALL BE PROVIDED TO
THE ENGINEER PRIOR TO RELEASE OF FINAL PAYMENT.
15. THE CONTRACTOR SHALL, AT HIS EXPENSE, FURNISH ALL FILL SELECT BACKFILL, BORROW, SPECIAL BEDDING AND OTHER MATERIALS AND
DISPOSE OF ALL WASTE AND EXCESS MATERIALS OFF -SITE AS NECESSARY FOR THE PROPER COMPLETION OF THE PROJECT TO THE SATISFACTION
OF THE ENGINEER.
16. WHEN AVAILABLE, THE CONTRACTOR SHALL STRIP ALL TOPSOIL AND SOD AND STOCKPILE IN A LOCATION WHICH DOES NOT INTERFERE WITH
CONSTRUCTION. STOCKPILED TOPSOIL SHOULD BE RELATIVELY FREE OF WOOD, ROCK, LARGE ROOTS OR OTHER OBJECTIONABLE MATERIALS.
STOCKPILED TOPSOILS SHALL BE REDISTRIBUTED AND COMPACTED AS THE FINAL 4" THICK SURFACE OF ANY DISTURBED AREAS HAVING SLOPES OF
25% AND LESS (WITH THE EXCEPTION OF PROPOSED BUILDING LOCATIONS). EXCESS TOPSOILS SHALL BE DISPOSED OF OFF THE OWNER'S PROPERTY
BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.
17. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING AND PREVENTING PROBLEMS DUE TO DUST OR MUD TO THE SATISFACTION OF THE
OWNER, ENGINEER AND REGULATORY AGENCIES.
18. THE CONTRACTOR SHALL FINE GRADE, RAKE AND REMOVE ALL STONES AND OTHER OBJECTIONABLE MATERIALS FROM THE FINISHED GROUND
SURFACES PRIOR TO SEEDING TO THE ENGINEER'S AND OWNER'S SATISFACTION.
19. IT IS THE OWNER'S RESPONSIBILITY TO ENGAGE THE SERVICES OF A QUALIFIED NC GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION TO
PERFORM EVALUATIONS AND MAKE PROJECT SPECIFIC RECOMMENDATIONS RELATED TO CONSTRUCTION. ALL EARTHWORK PERFORMED BY THE
CONTRACTOR SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE OWNER'S GEOTECHNICAL ENGINEER MADE DURING CONSTRUCTION
20. THE NC PROFESSIONAL WALL ENGINEER AND BUILDING STRUCTURAL ENGINEER ENGAGED BY THE OWNER SHALL COORDINATE THEIR DESIGN
WITH THE OWNER'S GEOTECHNICAL ENGINEER AND THE ARCHITECT RESPONSIBLE FOR BUILDING DESIGN. THE WALL ENGINEER SHALL BE
RESPONSIBLE FOR COORDINATING THEIR DESIGN TO INSURE THAT THE FINAL WALL DESIGNS AND WALL DRAINAGE ARE FULLY COMPATIBLE WITH THE
SITE GEOMETRY, BUILDING LOCATIONS AND FOUNDATIONS, DRAINAGE AND UTILITY LOCATIONS AS NEEDED. THE OWNER IS RESPONSIBLE FOR
ENGAGING THE SERVICES OF QUALIFIED NC PROFESSIONAL WALL AND STRUCTURAL ENGINEERS AND THE CONTRACTOR IS RESPONSIBLE FOR
COMPLETING CONSTRUCTION IN ACCORDANCE WITH THE FINAL DESIGNS PROVIDED BY THE OWNER'S ARCHITECT, NC PROFESSIONAL GEOTECHNICAL
ENGINEER, NC PROFESSIONAL WALL ENGINEER, NC PROFESSIONAL STRUCTURAL ENGINEER AND OTHER PROFESSIONALS ENGAGED BY THE OWNERS.
21. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING ALL CONSTRUCTION ACTIVITIES TO AREAS WITHIN THE LIMITS OF SITE IMPROVEMENTS SHOWN,
THE OWNER'S PROPERTY OR APPLICABLE RIGHT-OF-WAYS. THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE USE OF OFF -SITE STORAGE AND
STAGING AREA(S) AS NECESSARY TO COMPLETE THE PROJECT AT THEIR EXPENSE.
22. THE CONTRACTOR SHALL COORDINATE ANY UTILITY RELOCATIONS REQUIRED ON BEHALF OF THE OWNER. THE OWNER SHALL BE RESPONSIBLE
FOR PAYING ANY RELOCATION FEES IMPOSED BY UTILITY COMPANIES. THE CONTRACTOR SHALL NOT RECEIVE ANY ADDITIONAL COMPENSATION DUE
TO DELAYS NECESSARY FOR UTILITIES TO COMPLETE RELOCATIONS OR OTHER UTILITIES MODIFICATIONS AND INSTALLATIONS.
23. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL SITE VISITS BY THE ENGINEER AT STAGES OF CONSTRUCTION
SPECIFIED BY THE ENGINEER. THIS MAY REQUIRE THAT TRENCHES REMAIN OPEN FOR A PERIOD OF TIME UNTIL SUCH SITE VISITATION IS
CONDUCTED. SECURITY AND SAFETY OF OPEN TRENCHES IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
24. THE CONTRACTOR SHALL INCLUDE IN THEIR BID, ADEQUATE ALLOWANCES FOR SECURING ALL CONSTRUCTION AREAS FROM UNAUTHORIZED
ACCESS USING TEMPORARY CHAIN LINK FENCING, BARRICADES, BARRIERS OR OTHER SUITABLE METHODS TO INSURE A SECURE AND SAFE JOBSITE.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION RELATED SECURITY AND SAFETY.
25. THE "ENGINEER" OR "CIVIL ENGINEER", WHEN REFERENCED ON THE CIVIL SITE PLANS AND ASSOCIATED SPECIFICATIONS SECTIONS, IS LOFQUIST &
ASSOCIATES, INC. THE "OWNER" WHEN REFERENCED ON THE CIVIL SITE PLANS AND ASSOCIATED SPECIFICATIONS SECTIONS, IS ADE 806, LLC.
26. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL ALL WATER, SEWER AND APPURTENANCES IN STRICT ACCORDANCE WITH NCDOT
STANDARDS, NCDEQ AND NC PUBLIC WATER SUPPLY REGULATIONS, THE NC BUILDING AND PLUMBING CODES, AWWA STANDARDS, TWSA STANDARDS
AND ALL OTHER APPLICABLE LOCAL, STATE AND NATIONAL REGULATIONS AND STANDARDS. WHERE STANDARDS OR REGULATIONS CONFLICT, THE
MOST STRINGENT REQUIREMENTS SHALL BE ADHEARED TO AS INTERPRETED BY THE ENGINEER.
27. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING THE USE OF ANY NEW WATER OR SEWER COMPONENTS UNTIL ALL TESTING AND
WATERLINE DISINFECTION IS SUCCESSFULLY COMPLETED AND THE ENGINEER HAS ISSUED A CERTIFICATION FOR THE INSTALLATION.
28. WATER MAINS AND SEWER LINES SHALL BE SEPARATED BY A MINIMUM OF 10 HORIZONTAL FEET AT ALL LOCATIONS. WHERE IT IS ABSOLUTELY
NECESSARY FOR A WATER AND SEWER LINE TO CROSS, THE SEWER LINE SHALL BE INSTALLED BELOW THE WATER LINE WITH A MINIMUM 18 INCHES
OF VERTICAL CLEARANCE BETWEEN THE TOP OF THE SEWER PIPE AND THE BOTTOM OF THE WATER LINE WHILE MAINTAINING 3 FT. OF COVER ON THE
WATERLINE. WHERE THESE CONDITIONS CANNOT BE ACHIEVED, THEN BOTH THE SEWER LINE AND WATER LINE SHALL BE AWWA STANDARD PC350
DUCTILE IRON PIPE AND FITTINGS FOR A MINIMUM DISTANCE OF 12 HORIZONTAL FEET ON ALL SIDES OF THE CROSSING AS MEASURED FROM THE
POINT OF CROSSING.
29. ALL SEWER LINES AND STORM DRAINS OR OTHER UTILITIES SHALL BE SEPARATED BY A MINIMUM CLEAR VERTICAL SPACE OF 2 FT. ALL WATER
LINES SHALL BE SEPARATED FROM STORM DRAINS BY A CLEAR VERTICAL SPACE OF 18 INCHES.
30. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PREVENT EARTH, ROCK, DEBRIS, GROUNDWATER OR OTHER CONTAMINANTS
FROM ENTERING PIPING AND UTILITIES DURING CONSTRUCTION. INSTALL A TEMPORARY, WATERTIGHT PLUG AT THE END OF EACH WORKDAY.
31. ALL WATER LINE PIPE, VALVES, FITTINGS AND APPURTENANCES SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 250 PSI ALL JOINTS AND
FITTINGS SHALL BE ADEQUATELY RESTRAINED FOR A 250 PSI WORKING PRESSURE PLUS A 100 PSI ALLOWANCE FOR WATER HAMMER.
CAUTION: EXISTING BURIED GAS, TELEPHONE, WATER,
EWER, ELECTRIC, COMMUNICATION INCLUDING
FIBER OPTIC AND OTHER UTILITIES ARE LOCATED
THROUGHOUT THE PROJECT AREA. ALL EXISTING
UTILITIES ARE NOT SHOWN ON THE PLANS AND THOSE
SHOWN ARE NOT NECESSARILY SHOWN IN CORRECT
LOCATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE ACTUAL LOCATIONS OF ALL UTILITIES
AND PROTECT THEM FROM DAMAGE THROUGHOUT
CONSTRUCTION.
BEFORE YOU DIG
STOP
CALL 1 800 632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW
REVISION NO.
DESCRIPTION
DATE
BY
1
MODIFY PARKING AT BUILDING #36, GRADING, DRAINAGE, EC & ADD GREASE TRAP FOR RESTAURANT AT OWNER'S REQUEST.
8-11-21
VWL
O2021, Lofquist & Associates, Tne., All rights reserved. Any reproduction or reuse of this document without the express permission of Lofquist & Associates, Tnc., is strictly prohibited.
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PLANNING ENGINEERING DESIGN
11 Citrus Drive Svlva, NC28779 (828) S86 - 1424 Firm License No.: C-2288
Professional Service Dedicated to Clients & Employees
Drawn By: CADD Checked By: VWL File: A01-CA1-R2.dwg
Project No.: 2104J02 Plot Date: 6/21/21, REV.8/11/21 Scale: AS NOTED
EXISTING SITE PLAN
1 INCH = 40 FEET
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SIDEWALKS AND OTHER
PAVEMENTS ONLY AS
NEEDED TO
ACCOMMODATE NEW
CONSTRUCTION AS
INDICATED ON PLANS.
TYPICAL, ALL
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GENERAL INFORMATION
& EXISTING SITE PLAN
CLEARING. GRUBBING AND DEMOLITION NOTES
1. EXISTING SITE TOPOGRAPHY, LOCATION SURVEYS AND BOUNDARY DEED PLOTS FROM DRAWING NO. J-1804, DATED 1/30/18 BY DAVENPORT, IVEY
AND ASSOC., INC. THE PROPERTY LINE INFORMATION SHOWN ON THIS PLAN REPRESENTS DEED PLOTS AND SHALL NOT BE USED IN ANY WAY FOR THE
SALE OR CONVEYANCE OF LAND OR RIGHT-OF-WAYS.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY EXISTING SITE CONDITIONS AND ALL SITE MEASUREMENTS, INCLUDING THE LOCATIONS
AND DEPTHS OF UTILITIES AND DRAINAGE, PRIOR TO CONSTRUCTION AND TO NOTIFY THE ENGINEER OF ANY AMBIGUITIES OR CONFLICTS.
3. THIS PLAN IS NOT INTENDED TO SHOW ITEMS TO BE DEMOLISHED AND REMOVED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR
-SITE ANY ITEMS NECESSARY, WHETHER SHOWN ON THESE PLANS, NOT SHOWN ON THESE PLANS DEMOLISHING, REMOVING AND DISPOSING OF OFF
OR INCORRECTLY SHOWN ON THESE PLANS, TO ACCOMMODATE THE CONSTRUCTION OF THIS PROJECT AT THE CONTRACTOR'S EXPENSE. ALL
TREES, VEGETATION, STRUCTURES, UTILITIES AND OTHER EXISTING ABOVE GROUND AND UNDERGROUND SITE FEATURES ARE NOT SHOWN ON THIS
PLAN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE TO CONDUCT THE NECESSARY INVESTIGATIONS AND INCLUDE ALL CLEARING,
GRUBBING, DEMOLITION AND DISPOSAL IN THEIR BID NECESSARY FOR THE PROPER COMPLETION OF THE PROJECT.
4. CONTRACTOR SHALL NOT ALTER OR DEMOLISH ANY UTILITIES, STRUCTURES OR OTHER SITE IMPROVEMENTS THAT ARE TO REMAIN IN SERVICE.
5. CONTRACTOR TO COORDINATE ON THE OWNER'S BEHALF, THE RELOCATION OF ANY OVERHEAD AND UNDERGROUND UTILITIES AS NECESSARY FOR
THE SUCCESSFUL COMPLETION OF THE PROJECT.
6. NO EXISTING WATER, SEWER, IRRIGATION, STORM DRAINAGE OR OTHER UTILITIES TO BE DEMOLISHED SHALL BE REMOVED BEFORE FACILITIES ARE
IN PLACE TO ADEQUATELY REPLACE THEIR FUNCTION. DEMOLITION ACTIVITIES SHOULD BE PERFORMED IN A LOGICAL SEQUENCE AS NECESSARY TO
PREVENT SITE DAMAGE, EROSION, NUISANCE CONDITIONS OR OTHER SITUATIONS WHICH, IN THE OPINION OF THE ENGINEER, ARE UNFAVORABLE.
7. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL ACTIVITIES WITH THE OWNER, UTILITY COMPANIES, OTHER CONTRACTORS AND ALL
OTHER PARTIES AFFECTED BY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHOULD ALLOW FOR DELAYS AS REQUIRED TO ACCOMMODATE ALL
OTHER ACCESS, ACTIVITIES AND WORK.
8. THE OWNER HAS THE EXCLUSIVE RIGHT TO SELECT TO RETAIN OWNERSHIP OF ANY REMOVED MATERIALS. ANY MATERIALS TO REMAIN OWNER'S
PROPERTY SHALL BE REMOVED BY THE CONTRACTOR UNDAMAGED AND MOVED TO AN ON -SITE LOCATION TO BE SPECIFIED BY THE OWNER. ALL
MATERIALS NOT TO BE RETAINED BY THE OWNER SHALL BE DISPOSED OF OFFSITE, IN ACCORDANCE WITH APPLICABLE REGULATIONS, AT THE
CONTRACTOR'S EXPENSE.
9. PLUG ANY CUT OR DEAD -ENDS OF WATER, SEWER, IRRIGATION & STORM PIPING TO BE ABANDONED IN PLACE WITH A WATER TIGHT, RESTRAINED
PLUG OF THE SAME MATERIAL AND GRADE AS THE PIPE BEING PLUGGED. ANY WATER IRRIGATION STORM OR SEWER PIPING WHICH IS ABANDONED
OR TO BE ABANDONED THROUGH THE COMPLETION OF THIS PROJECT SHALL BE COMPLETELY REMOVED AND DISPOSED OF OFFSITE BY THE
CONTRACTOR IF IT IS UNDER OR LOCATED WITHIN 5 FT OF A PROPOSED PAVEMENT SURFACE, PROPOSED STRUCTURE, FOUNDATION OR PROPOSED
BUILDING.
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROTECTING ALL GRASS, SHRUBBERY, TREES & OTHER VEGETATION TO REMAIN FROM DAMAGE
THROUGHOUT CONSTRUCTION.
S R. 1367
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0
PROJECT
SITE
S � 1330
VILLAGE OF >\h
FOREST HILLS
PROJECT LOCATION MAP
NOT TO SCALE
CIVIL PLAN INDEX
CY, 0 GENERAL INFORMATION & EXISTING SITE PLAN
C2.0 EROSION CONTROL PLAN
C3.0 SITE GEOMETRY & PAVING PLAN
C4, 0 WATER & SEWER SERVICE PLAN
C5.0 GRADING & DRAINAGE PLAN
C6.0 EROSION CONTROL & STORM DRAINAGE DETAILS
C7.0 SITE &MISCELLANEOUS DETAILS
C8,0 WATER & SANITARY SEWER DETAILS
PROPOSED SITE IMPROVEMENTS FOR
PROSPECT WESTERN
COMMERCIAL AREA
ADE 806, LLC - OWNER
Jackson County, North Carolina
SHEET NUMBER
C 1 .0