SW3231103_Plansheet - Notes_20240717

GENERAL NOTES DEMOLITION NOTES UTILITY NOTES
1. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE. 1. ALL EXISTING ABOVE AND BELOW GROUND STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION SHALL 1. CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES & GOVERNMENT AGENCIES
H IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH BE REMOVED UNLESS NOTED OTHERWISE WITHIN THIS CONSTRUCTION SET AND/OR PROJECT PRIOR TO COMMENCEMENT OF WORK.
EXISTING CONDITIONS PRIOR TO BIDDING ON THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING SPECIFICATIONS. THIS INCLUDES FOUNDATION SLABS, WALLS AND FOOTINGS. CAVITIES LEFT BY
EXAMINATION ARE SIGNIFICANTLY DIFFERENT FROM THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY STRUCTURE REMOVAL SHALL BE BACKFILLED WITH SATISFACTORY MATERIALS AND COMPACTED TO
THE ENGINEER IMMEDIATELY. 2. THE CONTRACTOR SHALL OBTAIN & PAY FOR, PRIOR TO THE BEGINNING OF ANY WORK, ALL
THE GEOTECHNICAL ENGINEER'S RECOMMENDATION. PERMITS AND LICENSES NECESSARY TO ACCOMPLISH WORK. PERMITS CAN INCLUDE, BUT ARE NOT
2. EXISTING SITE INFORMATION / TOPOGRAPHIC INFORMATION PER SURVEY PERFORMED BY METROLINA LIMITED TO VILLAGE OF MARVIN, NCDOT ENCROACHMENT PERMIT, GRADING PERMIT, AND/OR UTILITY
INC. DATED JANUARY 19, 2022. CIVIL & ENVIRONMENTAL CONSULTANTS, INC. IS NOT RESPONSIBLE 2. NO TREES SHALL BE REMOVED, NOR VEGETATION DISTURBED BEYOND THE LIMITS OF CONSTRUCTION COMPANY'S PERMIT FOR THE WORK TO BE PERFORMED ON THEIR RESPECTIVE FACILITIES.
FOR THE ACCURATENESS OF THIS INFORMATION. WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE.
3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE JOB
3. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES (INCLUDING 3. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BECOME THE PROPERTY OF THE SITE AND LOCATION OF ALL EXISTING FACILITIES AND UNDERGROUND UTILITIES SHOWN OR NOT
THOSE LABELED PER RECORD DATA) PRIOR TO THE BEGINNING OF CONSTRUCTION OR EARTH CONTRACTOR UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED BY THE CONTRACTOR AND SHOWN ON THESE PLANS. Q
MOVING OPERATIONS. INFORM ENGINEER OF ANY CONFLICTS DETRIMENTAL TO THE DESIGN INTENT. DISPOSED OF OFFSITE IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL U
AND STATE CODES AND PERMIT REQUIREMENTS. TAKE CARE TO PROTECT UTILITIES THAT ARE TO LU O
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SEQUENCING OF CONSTRUCTION
REMAIN. REPAIR DAMAGE ACCORDING TO THE APPROPRIATE UTILITY COMPANY STANDARDS AND AT
4. 48 HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FOR ALL UTILITY LINES SO THAT WATER LINES, GAS LINES, AND UNDERGROUND ELECTRIC DO NOT a
AGENCIES: THE NC UTILITY PROTECTION SERVICES, AND ALL OTHER AGENCIES THAT MAY HAVE THE CONTRACTOR'S EXPENSE. CONFLICT WITH SANITARY SEWERS OR STORM SEWERS. INSTALL UTILITIES PRIOR TO PAVEMENT Z °C a
UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NON-MEMBERS OF NC UNDERGROUND CONSTRUCTION. O w
PROTECTION, INC. o M a a a c
4. ALL UTILITY DISCONNECTION, REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT a
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SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY / AGENCY. 5. ALL TRENCH SPOILS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE > o m o 0
5. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE Z N m m m
DESIGNATED SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE AT NO Lu FEDERAL, STATE AND LOCAL REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL a o o
5. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED. ADDITIONAL COST TO THE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT m o N o = Z
TIMES FOR THE PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT IS THE SOLE c� Z z Q m a
RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO INITIATE, MAINTAIN AND SUPERVISE REQUIREMENTS. 0 Z Z Z
ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 6. EROSION & SEDIMENT CONTROL MEASURES AROUND AREAS OF DEMOLITION SHALL BE PROPERLY Z Q Q Q Z
INSTALLED AND FUNCTION PROPERLY PRIOR TO INITIALIZATION OF DEMOLITION ACTIVITIES. 6. THE CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING o O m � O G
6. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND OWNER'S FACILITIES OR UNDERGROUND UTILITIES THAT ARE SHOWN OR NOT SHOWN ON THESE PLANS; AND IF M M o ° o 0 Z M
REPRESENTATIVE FOR ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT 7. ASBESTOS OR HAZARDOUS MATERIALS ARE NOT EXPECTED INSIDE THE EXISTING FACILITY. IF FOUND DAMAGED, THEY SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT NO o w a w a a o w
AND/OR EXISTING FACILITIES OCCURRING IN THE COURSE OF THE DEMOLITION AND CONSTRUCTION ON SITE, SUCH MATERIALS SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS COST TO THE OWNER. W 0 J 0 J J 0 0
DESCRIBED IN THE PLANS AND SPECIFICATIONS. CONTRACTOR. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE
ENCOUNTERED. 7. THE CONTRACTOR SHALL RE-SET ALL MANHOLE COVERS, CATCH BASIN GRATES AND ANY OTHER w o 0 0 0 0 0 0 0
7. CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH UTILITY ACCESS COVERS TO FINISHED PAVEMENT SURFACE, FINISHED GRADES OR SIDEWALK GRADE. a N N o
LOCAL, STATE, & FEDERAL REGULATIONS. 8. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL AND OSHA REGULATIONS DURING ALL THE CONTRACTOR SHALL PROTECT UNDERGROUND UTILITIES AND THEIR APPURTENANCES TO REMAIN o 0 0 0 0 0 0
DEMOLITION ACTIVITIES. ON SITE FROM DAMAGE DURING CONSTRUCTION OPERATIONS.
8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL APPLICABLE PERMITS, AND OZ N
PAY ALL REQUIRED FEES PRIOR TO BEGINNING WORK. 8. SEWER CLEAN-OUTS TO BE PROVIDED AT ALL BENDS ON 6" 0 OR LESS LINES. CLEAN-OUTS
9. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS AND 9. ANY WORK PERFORMED IN THE LOCAL OR STATE RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE DISTURBED SHALL BE PROVIDED EVERY 75' ON 4" 0 LINES AND 100' ON 6" 0 LINES. SEWER LATERALS TO BE
ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. PLACED AT A MIN. SLOPE OF 1/4" PER FOOT ON 4" 0 LINES AND 1/8" PER FOOT ON 6" 0
THE APPLICABLE LOCAL OR STATE REQUIREMENTS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY LINES. SANITARY SERVICE JOINTS SHALL CONFORM TO ASTM D-3212.
TO OBTAIN THE NECESSARY PERMITS FOR THE WORK, SCHEDULE NECESSARY INSPECTIONS, AND 10. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, STRUCTURES, AND FEATURES TO REMAIN. ANY C.>
PROVIDE THE NECESSARY TRAFFIC CONTROL MEASURES AND DEVICES, ETC., FOR WORK PERFORMED M
DISTANCES SHOWN FOR BOTH SANITARY SEWER AND STORM SEWER PIPES ARE MEASURED FROM 9
ITEMS TO REMAIN THAT HAVE BEEN DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION . ti
IN THE RIGHT OF WAYS. SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE. CENTER OF STRUCTURE, CONTRACTOR RESPONSIBLE FOR ACTUAL FIELD CUT LENGTH. COORDINATE 04
FOR STORM & SANITARY STRUCTURES ARE SHOWN TO THE CENTER OF STRUCTURE UNLESS co
10. THE CONTRACTOR IS TO PERFORM ALL INSPECTIONS AS REQUIRED BY THE NCDEQ FOR THE ^ N
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT AND FURNISH OWNERS 11. PROVIDE NEAT, STRAIGHT, FULL DEPTH, SAW CUTS OF EXISTING PAVEMENT WHERE INDICATED ALONG OTHERWISE NOTED.
REPRESENTATIVE WITH WRITTEN REPORTS. GENERAL CONTRACTOR TO CONTACT OWNERS LIMITS OF PAVEMENT DEMOLITION. Z
ENVIRONMENTAL DEPARTMENT FOR ANY ADDITIONAL OWNER RELATED REQUIREMENTS. 10. WHEN WATER MAIN IS ABOVE SEWER, BUT WITH LESS THAN 18" CLEARANCE, OR WHEN THE SEWER
IS ABOVE THE WATER MAIN, BOTH WATER MAIN AND SEWER LINE SHALL BE CONSTRUCTED OF N
11. CONTRACTOR SHALL IMPLEMENT ALL SOIL AND EROSION CONTROL PRACTICES REQUIRED BY THE 12. ALL UTILITY AND STRUCTURE REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT FERROUS MATERIALS WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MIN. LATERAL O M
SHALL BE COORDINATED AND PROPERLY DOCUMENTED BY A CERTIFIED PROFESSIONAL, WHEN DISTANCE, MEASURED AT RIGHT ANGLES TO THE SEWER, OF 10' EACH SIDE OF THE CROSSING WITH
CITY/COUNTY AND NCDEQ. APPLICABLE, WITH THE APPROPRIATE UTILITY COMPANY, MUNICIPALITY AND/OR AGENCY. DEMOLITION cu C
FULL SECTIONS CENTERED AT THE POINT OF CROSSING. EACH BPA IS TO BE TESTED BY AN � [:
OF REGULATED ITEMS MAY INCLUDE, BUT ARE NOT LIMITED TO WELLS, ASBESTOS, UNDER GROUND APPROVED/CERTIFIED TESTER BEFORE PLACING THE SYSTEM IN SERVICE. ALL UNDERGROUND WATER
12. ALL GROUND SURFACE AREAS THAT HAVE BEEN EXPOSED OR LEFT BARE AS A RESULT OF STORAGE TANKS, SEPTIC TANKS AND ELECTRIC TRANSFORMERS. DEMOLITION CONTRACTOR SHALL 1 �"i U co)
AND THEIR APPURTENANCES SHALL BE INSTALLED TO MEET THE FIRE HYDRANTS,
CONSTRUCTION AND ARE TO FINAL GRADE AND ARE TO REMAIN S0, SHALL BE SEEDED AND REFER TO ANY ENVIRONMENTAL STUDIES FOR DEMOLITION RECOMMENDATIONS AND GUIDANCE. MAINS, 1 0 O
MULCHED AS SOON AS PRACTICAL IN ACCORDANCE WITH SPECIFICATIONS. IF NO SPECIFICATIONS AVAILABLE ENVIRONMENTAL STUDIES MAY INCLUDE, BUT ARE NOT LIMITED TO PHASE I ESA, PHASE II, SPECIFICATIONS OF THE PUBLIC UTILITIES DEPT. AND NFPA # STD. 24. p 00
ARE SUPPLIED, REFER TO NCDEQ EROSION CONTROL MANUAL. WETLAND AND STREAM DELINEATION AND ASBESTOS SURVEY. ALL APPLICABLE ENVIRONMENTAL \ � o
STUDIES SHALL BE MADE AVAILABLE UPON REQUEST. 11. CONTACT THE FIRE PREVENTION BUREAU FOR REQUIREMENTS FOR FLUSHING OF SPRINKLER
RUN-INS PRIOR TO SPRINKLER RISER CONNECTION. A FLUSHING OF ALL SPRINKLER RUN-INS 11 = L c
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SHALL BE WITNESSED BY A FIRE OFFICIAL
13. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE LATEST REGULATIONS OF THE 1 .
AMERICANS WITH DISABILITIES ACT. LAYOUT NOTES . \ U) U
14. THE CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER 1. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS IN THE FIELD AND 12. ALL UTILITY CONTRACTORS CONSTRUCTING FIRE SERVICE MAINS FOR CONNECTION TO FIRE 1 N
SPRINKLER SYSTEMS MUST TERMINATE THOSE LINES AT A FLANGE, CAP, PLUG OR VALVE INSIDE >_ C
PERTINENT INFORMATION. IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN SHEET IN THIS REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK. THE BLDG. ONE FOOT ABOVE FINISHED FLOOR ELEVATION. I �� [:
SET OF DOCUMENTS FULLY DEPICT ALL WORK ASSOCIATED WITH THE PROJECT. \ �y M
2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, INCLUDING 13. ROOF DRAINS, FOUNDATION DRAINS, AND ALL OTHER CLEAR WATER CONNECTIONS TO THE SANITARY �' p
15. BEFORE INSTALLATION OF STORM OR SANITARY SEWER, OR OTHER UTILITY, THE CONTRACTOR SHALL IRRIGATION LINES. TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. RELOCATE EXISTING �k � pp
VERIFY ALL CROSSINGS, BY EXCAVATION WHERE NECESSARY, AND INFORM THE OWNER AND THE UTILITIES AS INDICATED, OR AS NECESSARY FOR CONSTRUCTION. SEWER SYSTEMS ARE PROHIBITED. Q 0)
ENGINEER OF ANY CONFLICTS. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT HE IS NOT
NOTIFIED OF DESIGN CONFLICTS PRIOR TO CONSTRUCTION. 3. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. FIELD 14. AN APPROVED SIGN SHALL BE POSTED INDICATING THE LOCATION OF THE FIRE DEPTARTMENT �y 0 d
ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY. INSTALL ALL UTILITIES, INCLUDING IRRIGATION CONNECTION (FDC). SIGN SHALL COMPLY WITH LOCAL FIRE MARSHALL REQUIREMENTS. W U
16. ADJUST/RECONSTRUCT ALL EXISTING CASTINGS, CLEANOUTS, ETC. WITHIN PROJECT AREA TO GRADE, SLEEVING, PRIOR TO INSTALLATION OF PAVED SURFACES. O
AS REQUIRED. 15. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS, PUMPS, TANKS, O� L_
WATER LEVELS AND TEMPERATURES, CRITICAL AIR PRESSURES, AND WATER-FLOW SWITCHES ON ALL Q
4. ALL DAMAGE TO EXISTING PAVEMENT TO REMAIN, WHICH RESULTS FROM THE CONTRACTOR'S SPRINKLER SYSTEMS MUST TERMINATE THOSE LINES AT A FLANGE, CUP, PLUG OR VALVE INSIDE
17. CONTRACTOR TO REMOVE & REPLACE PAVEMENT AS SPECIFIED. OPERATIONS SHALL BE REPLACED WITH LIKE MATERIALS AT THE CONTRACTOR'S EXPENSE. THE BLDG. ONE FOOT ABOVE FINISHED FLOOR ELEV. •� Oo
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18. SITE SIGNAGE AND STRIPING SHALL BE IN ACCORDANCE WITH THE NC MANUAL OF UNIFORM TRAFFIC 5. CONTRACTOR SHALL MAINTAIN ONE SET OF AS-BUILT / RECORD DRAWINGS ON-SITE DURING 16. DURING CONSTRUCTION, CONTRACTOR SHALL PROVIDE VEHICLE ACCESS FOR FIRE FIGHTING
CONTROL DEVICES. CONSTRUCTION FOR DISTRIBUTION TO THE OWNER AND/OR OWNER'S REPRESENTATIVE UPON PURPOSES.
COMPLETION.
19. IF CONTRACTOR ELECTS TO ENTER PROJECT SITE AT A DIFFERENT LOCATION OTHER THAN SHOWN, 17. FIRE APPARATUS ACCESS ROAD AND A WATER SUPPLY FOR FIRE PROTECTION IS REQUIRED.
COORDINATE WITH ENGINEER. THIS MAY REQUIRE ADDITIONAL E/C PERMITTING AND DRIVEWAY 6. THIS SITE LAYOUT IS SPECIFIC TO THE APPROVALS NECESSARY FOR THE CONSTRUCTION IN PROTECTION SHALL BE MADE SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION.
PERMITS. ACCORDANCE WITH THE CITY/COUNTY. NO CHANGES TO THE SITE LAYOUT ARE ALLOWED WITHOUT
THE WRITTEN APPROVAL OF THE ENGINEER. CHANGES MADE TO THE SITE LAYOUT WITHOUT 18. PER NC FIRE CODE, SECTION 510, FIRE PROTECTION EQUIPMENT ROOMS CONTAINING CONTROLS
21. REFER TO OWNER SCOPE OF WORK AND LAYOUT FOR DETAILS AND TO AVOID CONFLICTS. APPROVAL IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. CHANGES INCLUDE BUT ARE NOT FOR HVAC, SPRINKLER RISERS, OTHER FIRE DETECTION CONTROL ELEMENTS SHALL BE IDENTIFIED
LIMITED TO, INCREASED IMPERVIOUS PAVEMENT, ADDITION / DELETION OF PARKING SPACES, FOR THE USE OF THE FIRE DEPARTMENT WITH SIGN INSTALLED AND READILY VISIBLE.
MOVEMENT OF CURB LINES, CHANGES TO DRAINAGE STRUCTURES AND PATTERNS, LANDSCAPING.
19. SEE 06 NORTH CAROLINA BUILDING CODE CHAPTER 33 (SAFEGUARDS DURING CONSTRUCTION) AND
7. DIMENSIONS SHOWN ON PLANS IN PARKING/DRIVE AISLES ARE TO THE FACE OF THE CURB UNLESS SECTIONS 06 NORTH CAROLINA FIRE PROTECTION CODE CHAPTER 14 (FIRE SAFETY DURING 0
OTHERWISE NOTED. CONSTRUCTION AND DEMOLITION) THAT WOULD BE APPLICABLE FOR THIS PROJECT.
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D GRADING NOTES 20. THE BUILDING OR STRUCTURE SHALL NOT BE OCCUPIED PRIOR TO THE CODE OFFICIAL ISSUING THE Z (n J
PERMIT THAT INDICATES APPLICABLE PROVISIONS OF THE NC FIRE PROTECTION CODE HAS BEEN \ \ O
1. ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES, TOP OF GROUND LEVEL, TOP OF PAVEMENT, MET. / /�
OR GRATE ELEVATION AT THE DRAWDOWN POINT, UNLESS INDICATED OTHERWISE. 21. CONSTRUCTION OF THE FIRE PROTECTION RUN-IN SHALL NOT BEGIN UNTIL THE FIRE PROTECTION 0
2. CONTRACTOR SHALL STRICTLY ADHERE TO THE EROSION & SEDIMENT CONTROL PLAN PREPARED FOR CONTRACTOR HAS PROVIDED A COMPLETE DESIGN OF THE SYSTEM. J
THIS PROJECT.
22 PUBLIC
WATER
LINE SHALL BE INSTALLED BY A NC LICENSED UTILITY CONTRACTOR, APPROVED BY ♦^ J
3. EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, IF REQUIRED, STRIPPING AND STOCKPILING v/
TOPSOIL, MASS GRADING, EXCAVATION, FILLING, UNDER CUT AND REPLACEMENT, IF REQUIRED, AND Q a
COMPACTION. 23. THE CONTRACTOR SHALL PROVIDE RECORD DRAWINGS OF ALL IMPROVEMENTS. INCLUDE AT LEAST W J 0
TWO DIMENSIONS TO EACH VALVE AND MANHOLE FROM KNOWN SITE FEATURES. DRAWINGS SHALL
4. CONTRACTOR TO REFILL UNDERCUT AREAS WITH SUITABLE MATERIAL AND COMPACT AS INCLUDE HORIZONTAL AND VERTICAL INFORMATION ON ALL NEW UTILITIES AS WELL AS EXISTING 0T
RECOMMENDED BY THE GEOTECHNICAL ENGINEER. UTILITIES ENCOUNTERED. Q a i
24. WATER SERVICE PIPE BEYOND METER SHALL BE COPPER TO THE BUILDING.
5. PLACE TOPSOIL OVER THE SUBGRADE OF UNPAVED, DISTURBED AREAS TO A MIN. DEPTH OF 6". � LL �
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6. ALL SLOPES IN NON-PAVED AREAS SHALL BE 2:1 (HORIZONTAL:VERTICAL) MAXIMUM UNLESS NOTED EROSION CONTROL NOTES Lu \-
OTHERWISE. Lu J /
1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN 2
C 7. ALL AREAS NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH THE EROSION & SEDIMENT RECEIVED BY GOVERNING AUTHORITIES. Q
ry CONTROL PLAN, UNLESS NOTED OTHERWISE. z G
2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT G
8. ALL EXCESS SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS CONTROL MEASURES HAVE BEEN INSTALLED.
OTHERWISE DESIGNATED SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE AT
NO ADDITIONAL COST TO THE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND 3. ALL EXPOSED AREAS SHALL BE SEEDED WITHIN 14 DAYS OF FINAL GRADING. SEE NPDES SEEDING
PERMIT REQUIREMENTS.
CHARTS FOR ADDITIONAL INFORMATION.
STORM DRAINAGE NOTES 4. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE TEMPORARILY
SEEDED.
a 1. DISTANCES SHOWN ON PIPING ARE HORIZONTAL DISTANCES FROM CENTER OF STRUCTURE TO LL L a U) C7
CENTER OF STRUCTURE, UNLESS OTHERWISE NOTED. 5. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN U c
N (7) DAYS AND WITHIN 24 HOURS OF A RAINFALL EXCEEDING 0.5 INCHES DURING A 24-HOUR y a
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE INSTALLATION, PERIOD OR MORE FREQUENTLY IF REQUIRED BY GOVERNING NPDES GENERAL PERMIT. ALL c")
INSPECTION, TESTING AND FINAL ACCEPTANCE OF ALL NEW STORMWATER MANAGEMENT FACILITIES MAINTENANCE REQUIRED BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS AND BE COMPLETED
CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH ALL APPLICABLE REGULATING AGENCIES WITHIN 48 HOURS OF REPORT.
CONCERNING INSTALLATION, INSPECTION AND APPROVAL OF THE STORM DRAINAGE SYSTEM
N CONSTRUCTION. 6. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR SHALL TAKE
o ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL
a 3. ALL STORMWATER MANAGEMENT FACILITIES, INCLUDING COLLECTION AND CONVEYANCE STRUCTURES EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BY THE GENERAL CONTRACTOR N
a B SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES AND IF DEEMED NECESSARY BY ON SITE INSPECTION. LJ.I m
REGULATIONS. L m o
Z 7. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. O Z Y
4. ALL PROPOSED STORM SEWERS, SURFACE OR OTHER DRAINAGE FACILITIES ARE TO BE PRIVATE AND Z w
MAINTAINED BY THE OWNER. 8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO v
ESTABLISH PERMANENT SOIL STABILIZATION. Q Z
N 5. ALL STORM STRUCTURES ARE NCDOT TYPES UNLESS OTHERWISE INDICATED. c ?�
9. SEDIMENT SHALL BE REMOVED FROM SILT FENCE BEFORE IT IS DEPOSITED ONE-THIRD THE HEIGHT uj cm O
6. ALL CATCH BASINS AND MANHOLES WITH A DEPTH GREATER THAN 4' SHALL BE PROVIDED WITH OF THE EXPOSED SILT FENCE. BEFORE YOU DIG! Z T N
o CALL 1-800-632-4949
STEPS. STEPS SHALL MEET THE REQUIREMENTS OF NCDOT SPECIFICATION ITEM 840.66. N.C. ONE-CALL CENTER LLl N
10. EROSION CONTROL MEASURES INDICATED ON THIS PLAN ARE TO PROTECT ADJACENT PROPERTIES ITS THE LAW! (� J a
N AND WATER COURSES. CONTRACTOR IS RESPONSIBLE FOR FOR PROTECTING NEWLY COMPLETED
cp NORTH CAROLINA BOARD OF EXAMINERS FOR
WORK, SUCH AS SIDEWALKS, CURBS, ETC. FROM ON-SITE SEDIMENT BY USE OF SILT FENCE, ETC. ENGINEERS AND SURVEYORS LICENSE NO.C-3035
AT NO ADDITIONAL COST TO THE OWNER.
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