20150456 Ver 1_Site Plan_20150508 (2)

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LIMITS OF CONSTRUCTION OFFER
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GENERAL NOTES y�
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1. ALL FITTING AND VALVE LOCATIONS TO BE APPROVED IN THE FIELD BY THE ENGINEER. ALL FITTINGS AND VALVES SHALL BE 17. ALL DISTURBED ASPHALT PAVED ROADWAY AREAS SHALL BE RESTORED IN ACCORDANCE WITH NORTH CAROLINA DOT \ \ OLO Gds`rS7�iC
RESTRAINED. ALL FORCEMAIN FITTINGS 8" AND SMALLER SHALL BE PVC C900. ALL FORCEMAIN FITTINGS LARGER THAN 8" SHALL BE RESTORATION DETAILS AND NORTH CAROLINA DOT RIGHT OF WAY UTILIZATION REGULATIONS.
DIP AND HAVE A FACTORY APPLIED INTERNAL FUSION BONDED EPDXY COATING TO A MINIMUM OF 20 MIL THICKNESS. \ \ d �d7 QI9-
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18. ALL DISTURBED CONCRETE ROADWAY AREAS SHALL BE RESTORED IN ACCORDANCE WITH NORTH CAROLINA DOT RESTORATION
2. THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE DETAILS AND NORTH CAROLINA DOT RIGHT OF WAY UTILIZATION REGULATIONS.
ENGINEER. THE INFORMATION IS NOT GUARANTEED, THEREFORE THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION
OF ALL UTILITIES IN THE FIELD PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 19. ALL SITE IMPROVEMENTS SHOWN HEREON ARE APPROXIMATE IN LOCATION AND DIMENSION; CONTRACTOR TO VERIFY ALL
INFORMATION IN THE FIELD AND ADVISE THE ENGINEER OR OWNER IF EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN AND \ \ 0 06
3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA 48 HOURS MINIMUM PRIOR TO THE START OF PRECLUDE PROPOSED CONSTRUCTION. t9 D O d
CONSTRUCTION, AND SHALL HAVE ALL SERVICE LINES (UTS, ELEC, WATER, CABLE, SANITARY SEWER, IRRIGATION, AND FORCE MAIN \ V �� �C"
&ANY OTHERS) LOCATED AND FLAGGED PRIOR TO ANY EXCAVATION. 20. CONTRACTOR SHALL FURNISH THE REQUIRED SETS OF AS -BUILT DRAWINGS TO THE ENGINEER AND OWNER AT THE END OF
CONSTRUCTION IN ACCORDANCE WITH THE INSTRUCTIONS TO BIDDERS. \ \
4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL UTILITY LINES AND SERVICES DAMAGED DURING CONSTRUCTION, Oo O
INCLUDING IRRIGATION LINES AND SERVICES. THE APPROPRIATE UTILITY SHALL BE NOTIFIED OF ALL DAMAGED LINES PRIOR TO 21. ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH CLEAN FILL.
REPAIR. ALL NECESSARY REPAIRS SHALL BE PERFORMED IMMEDIATELY UPON DAMAGE OF THE LINE.
F 22. CONTRACTOR SHALL CONSTRUCT WATER & SEWER FACILITIES IN ACCORDANCE WITH THE STANDARDS & SPECIFICATIONS OF THE
5. ALL DRIVEWAYS, LANDSCAPING, SIGNS, GRASS, ETC. SHALL BE RESTORED TO A CONDITION EQUIVALENT TO PRE CONSTRUCTION AUTHORITY HAVING JURISDICTION. \ \ ~Q'
CONDITION UNLESS OTHERWISE APPROVED BY THE ENGINEER AND CITY.
23. ALL FRAMES, COVERS, VALVE BOXES, AND METER BOXES SHALL BE ADJUSTED TO FINISHED GRADE UPON COMPLETION OF PAVING \ \ O
6. ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD). OF RELATED CONSTRUCTION.
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7. THE CONTRACTOR IS REQUIRED TO OBTAIN WRITTEN APPROVAL FROM THE ENGINEER FOR ANY DEVIATIONS FROM THE PLANS 24. ANY QUANTITIES SHOWN ON PLANS HAVE NOT BEEN VERIFIED BY THE AUTHORITY HAVING JURISDICTION.
AND /OR SPECIFICATIONS �q `P< 0'P� c
25. ACCEPTANCE OF THE COMPLETED WATER & SEWER SYSTEM WILL NOT BE GIVEN UNTIL ONE SET OF BLUE -LINE AS -BUILT PLANS
8. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, AND ONE SET OF REPRODUCIBLE AS -BUILT
NOTIFY THE ENGINEER IMMEDIATELY OF ANY REQUIRED PLAN DEVIATIONS. PLANS HAVE BEEN SUBMITTED AND APPROVED BY THE OWNER. \ \ �c'�o0 rob
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COMPLIANCE WITH THE DEWATERING PERMIT (IF REQUIRED). THE 26. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR WATER, SEWER, & STORM SEWER FACILITIES. \ \
CONTRACTOR SHALL INSTALL, ADJUST AND MAINTAIN EROSION CONTROL DEVICES AS NECESSARY TO PREVENT TURBID DISCHARGE
RESULTING IN AGENCY VIOLATION. 27. ALL WORK AND MATERIALS WHICH DO NOT CONFORM TO THE SPECIFICATIONS ARE SUBJECT TO REMOVAL AND REPLACEMENT AT \ \
THE CONTRACTOR'S EXPENSE.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING STREETS ADJACENT TO THE
PROJECT AREA. ALL TRAFFIC MAINTENANCE CONTROL SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA MANUAL OF TRAFFIC 28. ANY WORK PERFORMED WITHOUT THE KNOWLEDGE OF MUNICIPALITY'S INSPECTOR OR HIS REPRESENTATIVE IS SUBJECT TO \ \
CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS. RE- EXCAVATION, REMOVAL AND REPLACEMENT OF SAME TO BE DONE AT THE CONTRACTOR'S EXPENSE, IF THE INSTALLATION IS
\11. ALL UTILITY CONNECTIONS SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF THE AGENCY HAVING JURISDICTION OF FOUND TO BE SUB - STANDARD.
EACH UTILITY LINE 29. THE CONTRACTOR SHALL PROVIDE ADEQUATE WORKERS, OR STAFF AND EQUIPMENT ON THE JOB AT ALL TIMES DURING \ O\
CONSTRUCTION TO COMPLY WITH SPECIFICATIONS AND TO COMPLETE WORK.
12. THE UNDERGROUND CONTRACTOR SHALL MINIMIZE THE WORK AREA AND WIDTH OF TRENCHES TO AVOID DISTURBANCES OF
NATURAL VEGETATION. SPOIL FROM TRENCHES SHALL BE PLACED ONLY ON PREVIOUSLY CLEARED AREAS OR AS DIRECTED BY THE 30. THE AUTHORITY HAVING JURISDICTION INSPECTION STAFF MAY OBSERVE PROJECT CONSTRUCTION.
ENGINEER OR CITY. THE CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY TREES OR SHRUBS WITHOUT PRIOR APPROVAL FROM \�
THE ENGINEER. 31. THE CONTRACTOR IS TO UNCOVER ALL EXISTING LINES BEING TIED INTO AND VERIFY GRADES BEFORE ANY OTHER ^, O�
CONSTRUCTION.
13. ALL PROPOSED PRESSURE PIPING SHALL BE C900, DR18 PVC CLASS 150 UNLESS OTHERWISE SHOWN ON THESE PLANS. ALL Y
GRAVITY SANITARY SEWER MAIN SHALL BE SDR -26 PVC UNLESS OTHERWISE SHOWN ON THESE PLANS. 32. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UNDERGROUND PIPELINES, TELEPHONE AND ELECTRIC CONDUITS AND
STRUCTURES IN ADVANCE OF ANY CONSTRUCTION AND WILL OBSERVE ALL POSSIBLE PRECAUTIONS TO AVOID ANY DAMAGE TO SUCH. n
14. FITTINGS SHALL BE USED TO MAINTAIN PLAN ALIGNMENT OF PROPOSED UTILITIES. DEVIATIONS FROM PLAN ALIGNMENT SHALL THE ENGINEER AND /OR OWNER WILL NOT GUARANTEE ANY LOCATIONS AS SHOWN ON THESE PLANS OR THOSE OMITTED FROM SAME.
NOT BE MORE THAN 12 ". THE CONTRACTOR SHALL PREPARE RECORD DRAWINGS OF ALL FITTINGS, VALVES AND OTHER
APPURTENANCES NOT SHOWN ON THIS PLAN 33. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN AND MAKE HIS BID BASED ON THOSE VERIFICATIONS. IF ANY DISCREPANCIES
IN QUANTITIES IS FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SUCH.
15. THE MINIMUM COVER REQUIREMENT FOR THE PROPOSED UTILITIES SHALL BE MEASURED FROM FINISHED GRADES. IT IS THE
CONTRACTORS RESPONSIBILITY TO INSURE MINIMUM COVER REGARDLESS OF EXISTING GRADE. PERIODIC CHECKS FOR MINIMUM 34. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS, LATEST EDITION, WITH APPLICABLE Off\
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GRADE SHALL BE MADE BY THE ENGINEER AND AUTHORITY HAVING JURISDICTION. SUPPLEMENTAL SPECIFICATIONS, AND IN ACCORDANCE WITH THE APPLICABLE NCOT STANDARD DRAWING BOOK, LATEST EDITION.
16. THE CONTRACTOR SHALL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER AND AUTHORITY HAVING JURISDICTION 35. THE CONTRACTOR SHALL COMPLY WITH ALL REGULATORY AND PERMITTING AGENCIES' REQUIREMENTS.
PRIOR TO THE FOLLOWING ACTIVITIES: \ \
36. EXOTICS REMOVAL ALL EXOTICS WILL BE REMOVED FROM THE DEVELOPMENT AREA AS PART OF THIS DEVELOPMENT ORDER.
A. COMMENCEMENT OF CONSTRUCTION B. CHANGES TO APPROVED SCHEDULES \ \
C. CONNECTION TO EXISTING UTILITY D. THRUST BLOCK INSPECTION 37. EXISTING GRADES AND CONTOURS WERE PROVIDED BY PARKER & ASSOCIATES SURVEYING.
E. UTILITY MAIN PRESSURE TESTING F. TRENCH AND BACK FILL COMPACTING AND TESTING
G. CURB INSTALLATION SYSTEMS H. SUBBASE, BASE AND PAVING OPERATIONS 38. LOCATION OF EXISTING FEATURES AND PROPOSED LEASE LINE WERE PROVIDED BY PARKER & ASSOCIATES SURVEYING.
J. FINAL INSPECTION I. WATER MAIN FLUSHING, CHLORINATING AND BACTERIOLOGICAL TESTING
39. REFER TO LANDSCAPE ARCHITECTURAL PLANS FOR FOR APPLICABLE INFORMATION ON SELECTED SITE ALTERNATES.
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ARCHITECTURE
119 Brookstown Ave, Suite 100
Winston - Salem, NC 27101
p. 336.724.1503
www.cjmw.com
Ellinwood Design Associates, PLLC
ENGINEERS -ARCHITECTS - PLANNERS
PO BOX 31552 - RALEIGH, NC 919.741.6185
FIRM LICENSE: P -0918
CONSTRUCTION
DOCUMENTS
revisions
Copyright 2011
CJMW Architecture, P.A.
SITE PLAN
sheet
date: 12 -30 -2011
commission: 06 -0070
drawn by:
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