SW6240107_Plansheet - Notes_20240205

EROSION CONTROL NARRATIVE: EROSION CONTROL NOTES: CONSTRUCTION SEQUENCE PHASE 1 : GENERAL NOTES: TYPICAL SEEDING SCHEDULE FOR PIEDMONT AND COASTAL AREAS (EXCEPT BEACH DUNES)
1. NEW EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AS SHOWN ON 1. LIME,SEED,AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS.THE KINDS
DUKE ENERGY PROGRESS PLANS AND INSPECTED PRIOR TO ANY GRADING ON SITE. MAINTENANCE AND REPAIR ENFORCEMENT NOTE 1. 1. THE PERMITEE OR DESIGNEE SHALL SCHEDULE THE PRE-CONSTRUCTION MEETING SEVEN OF MATERIALS TO BE APPLIED PER ACRE:
RAEFORD SOUTH 115kV - SUBSTATION REBUILD SHALL BE MADE, AS NECESSARY, DURING CONSTRUCTION ACTIVITIES. THE CONTRACTOR FAILURE TO FOLLOW THIS CONSTRUCTION SEQUENCE MAY RESULT IN ENFORCEMENT (7) DAYS PRIOR TO COMMENCING WORK WITH THE CITY OF RAEFORD PROJECT ENGINEER
RECEIVING STREAM - TONEY'S CREEK {LUMBER RIVER BASIN) SHALL CALL FOR AN INSPECTION ONCE INITIAL MEASURES ARE IN PLACE. ACTIONS, INCLUDING BUT NOT LIMITED TO CIVIL PENALTIES, INJUNCTIVE RELIEF, AT (XXX) XXX-XXXX OR XXXQRAEFORDNC.ORG. TEMPORARY SEEDING- APPLIES WHERE VEGETATIVE COVER IS NEEDED FOR LESS THAN 1 YEAR.DURING CLEARING AND CONSTRUCTION ACTIVIITES,WHEN DISTURBED
CLASSIFICATION - C CRIMINAL PENALTIES, AND PERMIT REVOCATION. ADDITIONALLY, OFF-SITE AREAS ARE TEMPORARILY LEFT INACTIVE,TEMPORARY GROUND COVER SHALL BE ESTABLISHED ACCORDING TO THE FOLLOWING SCHEDULE:
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2. SEDIMENT EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. SEDIMENTATION MAY RESULT IN RESTORATION REQUIREMENTS. 2. THE PERMITEE OR DESIGNEE SHALL NOTIFY THE CITY OF RAEFORD OFFICE FORTY-EIGHT DATE
DESIGNED BY: PATRICK L. COVIL, PE. TYPE PLANTING RATE FERTILIZER LIMESTONE STRAW MULCH
EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS (48) HOURS PRIOR TO STARTING EACH PHASE OF CONSTRUCTION AT (XXX)-XXX-XXXX, 10-10-10 BLEND
REACHED ONE HALF THE CAPACITY OF THE DEVICE. EXCLUDING WEEKENDS AND HOLIDAYS. ONCE THE WORK HAS BEGUN, AT LEAST A
ENFORCEMENT NOTE 2. FORTY-EIGHT (48) NOTICE SHALL BE GIVEN PRIOR TO ANY SORT OF DISRUPTION TO THE
PROJECT DESCRIPTION : 3. THE STAGING AREA IS TO CONSIST OF 6 INCHES OF COMPACTED ABC STONE OVER IF EXCESSIVE SEDIMENT IS LEAVING THE SITE, A REVISED SEDIMENTATION AND EROSION TOWN'S SERVICES SUCH AS WORKING IN A TOWN ROADWAY, TAPPING WATER MAINS, MAR. 1-AUG.31 GERMAN OR 50 LBS/ACRE 800 LBS/ACRE 4000 LBS/ACRE 4000 LBS/ACRE
GEO-TEXTILE FABRIC AND IS TO BE TAKEN UP AND THE AREA SEEDED AFTER CONTROL PLAN MAY BE REQUIRED, WITH ASSOCIATED REQUIREMENTS FOR ADDITIONAL PLUGGING SEWER, ETC. NO WORK SHALL BE PERFORMED ON WEEKENDS, AFTER WORK BROWNTOP MILLET
THE PROPOSED PROJECT CONSISTS OF THE EXPANSION OF AN EXISTING SUBSTATION. THE CONSTRUCTION IS COMPLETE. S&E MEASURES. HOURS OR HOLIDAYS UNLESS GIVEN PRIOR APPROVAL. NOTIFICATION MUST BE PROVIDED
PROJECT WILL PROVIDE A SITE DESIGN FOR THE PROPOSED SUBSTATION. THIS SUBSTATION BY DIRECT COMMUNICATION. VOICE MAIL OR EMAIL WILL NOT BE A CONSIDERED SEP.1-FEB.28 RYE GRAIN 100 LBS/ACRE 800 LBS/ACRE 4000 LBS/ACRE 4000 LBS/ACRE
PROJECT IS BEING IMPLEMENTED TO MEET CURRENT AND FUTURE VOLTAGE LOAD DEMANDS 4. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB NOTIFICATION UNLESS ADEQUATELY RESPONDED TO BY A CITY OF RAEFORD
OF SURROUNDING CUSTOMERS. SITE AT ALL TIMES. 1. OBTAIN NPDES COVERAGE FROM NCDEQ DEMLR AND OTHER APPLICABLE PERMITS REPRESENTATIVE. THE PERMITEE OR DESIGNEE SHALL BE RESPONSIBLE FOR NOTIFYING
AND KEEP HARD-COPIES POSTED ON-SITE. ALL CUSTOMERS AFFECTED BY SERVICE INTERRUPTIONS. THE CITY OF RAEFORD WILL NOT
5. INSTALL A RAIN GAUGE (6" CAPACITY OR GREATER) ONSITE. 2. OBTAIN AN APPROVED (STAMPED) S&E CONTROL PLAN AND KEEP IT ON SITE, APPROVE SERVICES INTERRUPTIONS UNTIL PROOF IS PROVIDED THAT PROPER CUSTOMER
EITHER IN THE INSPECTION BOX, CONSTRUCTION OFFICE OR WITH THE CONTRACTOR. NOTIFICATIONS HAVE BEEN PROVIDED. PERMANENT SEEDING
6. CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE 3. NOTIFY NCDEQ DEMLR REGIONAL OFFICE, NCDOT AND THE CITY OF RAEFORD 48 3. CITY OF RAEFORD CURRENT STANDARD SPECIFICATIONS AND DETAILS ARE AVAILABLE ., ,.
SEEDBED PREPARATION: THE RESPONSIBILITY OF THE GRADING CONTRACTOR UNLESS OTHERWISE NOTED. HOURS PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES. DATE TYPE PLANTING RATE FERTILIZER LIMESTONE STRAW MULCH
ONLINE AT WWW.RAEFORDCITY.ORG.
7. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF 4. FLAG THE LIMITS OF DISTURBANCE WITH RESPECT TO DISTURBANCE CONSTRUCTION. 10-10-10 BLEND
SEE DETAIL ON THIS SHEET. THE EROSION CONTROL PERMIT AND IS SUBJECT TO A FINE. 5. INSTALL TEMPORARY CONSTRUCTION AS SHOWN ON CONSTRUCTION DRAWINGS. 4. THE CONTRACTOR SHALL UNCOVER ALL EXISTING TOWN UTILITY LINES BEING TIED INTO
TO VERIFY THEIR TYPE, CONDITION, LOCATION, INVERT, SLOPE, AND ANY OTHER MAR. 1 -AUG.31 TALL FESCUE 100 LBS/ACRE 800 LBS/ACRE 4000 LBS/ACRE 4000 LBS/ACRE
8. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE 6. INSTALL CONSTRUCTION/SAFETY FENCING, PERIMETER SILT FENCING, BUFFER SILT INFORMATION NEEDED TO DETERMINE THAT THE UTILITY CONNECTION WILL FUNCTION AS HULLED BERMUDA 25 LBS/ACRE
TEMP 0 RARY AND PER MAN E NT SEEDING SCHEDULE: THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION-CONTROL FENCING, STOCKPILE SILT FENCING, AND SILT FENCE OUTLETS. CONSTRUCTION DESIGNED. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ANY REPAIRS NECESSARY TO GRASS
DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR SAFETY FENCING SHALL ALSO SERVE AS LIMITS OF DISTURBANCE. ONLY CLEAR AND THE LATERAL OR MAIN LINES OF THE TOWN WATER, RECLAIMED WATER, SANITARY SEWER, CENTIPEDE 10 LBS/ACRE
14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR GRUB SUFFICIENT AREA TO INSTALL THESE MEASURES. ONCE COMPLETE BEGIN AND/OR STORM DRAIN SYSTEM NECESSARY FOR THE CONNECTION TO FUNCTION AS
SEE DETAIL ON THIS SHEET. OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVISES OR STRUCTURES CLEARING AND GRUBBING STOCKPILE AREA. DESIGNED. THE CONTRACTOR SHALL LOCATE OR HAVE LOCATED ALL EXISTING SEP.1 -FEB.28 TALL FESCUE 100 LBS/ACRE
SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUNDCOVER WILL BE PROVIDED FOR 7. BEGIN CLEARING AND GRUBBING OF THE ENTIRE SITE ONCE ALL DOWN STREAM UNDERGROUND PRIVATE UTILITIES (ELECTRIC, TELEPHONE, PIPELINES, ETC.) AND
ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR EROSION CONTROL MEASURES HAVE BEEN INSTALLED. STRUCTURES IN ADVANCE OF CONSTRUCTION AND SHALL ELIMINATE ALL CONFLICTS PRIOR UNHULLED BERMUDA 35 LBS/ACRE
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION. TO START OF CONSTRUCTION. (NOTE: NORTH CAROLINA 811 PROVIDES A GRASS
MIGRATORY BIRDS TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE 8. ONCE COMPLETE, CONTRACTOR SHALL MOVE ON TO PHASE 2 OF THE CONSTRUCTION COMMUNICATIONS LINK WITH YOUR LOCAL UTILITY PROVIDERS. CONTRACTOR PROVIDES CENTIPEDE 10 LBS/ACRE
DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE SEQUENCE. INFORMATION ABOUT EXCAVATION; NC 811 TRANSMITS THE INFORMATION TO THE UTILITIES RYE GRAIN 15 LBS/ACRE
1. OVER 1,000 SPECIES OF BIRDS ARE PROTECTED BY FEDERAL LAW (INCLUDING VERY CONSTRUCTION SEQUENCE ON THE PLAN. ALL GRADED SLOPES STEEPER THAN 3:1 AND SENDS OUT LOCATORS TO MARK YOUR UNDERGROUND LINES FOR FREE. CALL 811
COMMON SPECIES LIKE ROBINS, CROWS AND VULTURES). THIS LAW MAKES IT ILLEGAL MUST BE SEEDED & COMPOST LAID WITHIN 7 DAYS OF COMPLETION OF GRADING. ALL 0 1-800-632-4949 THREE WORKING DAYS BEFORE DIGGING.) "FOR 2:1 SLOPES OR STEEPER,ADD 20 LBS/ACRE SERICEA LESPEDEZA YEAR ROUND.
TO INJURE, KILL OR CAPTURE ANY PROTECTED BIRD, POSSESS ANY FEATHER OR PART REMAINING DISTURBED AREAS ARE TO BE SEEDED AND COMPOST LAID WITHIN 14 DAYS. CONSTRUCTION S E Q U E N C E PHASE 2: AT THE ENVIRONMENTAL OVERSIGHT INSPECTOR'S REQUEST,50 LBS/ACRE PENSACOLA BAHIAGRASS MAY BE ADDED OR SUBSTITUTED TO THE SEED MIX.
PERMANENT SWALES ARE TO BE STABILIZED WITHIN 7 DAYS. SEE THE GROUND 5. BACKFILLING SHALL NOT BE STARTED UNTIL LINES ARE APPROVED BY THE TOWN
OF A PROTECTED BIRD, OR DESTROY AN ACTIVE NEST. STABILIZATION CHART FOR ADDITIONAL REQUIREMENTS 2. THE SURFACE SHALL BE MADE SMOOTH AND TRUE TO GRADE.THE AREAS SHALL BE PREPARED BY MEANS OF DISKING AND CROSS-DISKING,
.
2. DUKE ENERGY OPERATES 24-HOUR MIGRATORY BIRD HOTLINES TO ASSIST EMPLOYEES INSPECTOR, AND GEOTECHNOLOGICAL FIRM. ALL BACKFILL SHALL BE #78 STONE, HARROWING,OR OTHER APPROVED METHOD OF PREPARATION SHALL BE CONTINUED UNTIL A FRIABLE AND THOROUGHLY PULVERIZED FOUR-INCH
AND CONTRACTOR WITH BIRD-RELATED INCIDENTS THAT OCCUR DURING YOUR DAILY 9. TEMPORARY STOCKPILE AREAS MAY BE USED AT THE DISCRETION OF THE SCREENINGS, OR NATIVE MATERIAL UNLESS OTHERWISE APPROVED ON THE PLANS, AND DEEP SEEDBED IS OBTAINED.CARE SHALL BE EXERCISED IN PREPARATION OF SEEDBEDS ON SLOPES TO KEEP LOOSE SOIL IN PLACE RATHER THAN
9. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY CONTRACTOR THROUGHOUT THE PROJECT. ALL STOCKPILES MUST BE ENCLOSED WITH
WORK ACTIVITIES. HOTLINE NUMBERS ARE: CAROLINAS: 800.573.3853, FLORIDA: SHALL BE INSTALLED IN ACCORDANCE WITH, TYPE I TO 95% COMPACTION. BACKFILL
REPRESENTATIVE OF THE NCDEQ DEMLR DEPARTMENT. ADDITIONAL SILT FENCE OUTLETS PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE.SEEDBED SHALL BE APPROVED PRIOR TO PLANTING THE SEED.PRIOR TO THE LAST
727.38 PLANNING
MITO CO 317.430.4497UT AT LOW AREAS MAY BE INSTALLED BY CONTRACTOR AS REQUIRED. DOUBLE ROW SILT FENCE AND SILT FENCE OUTLETS. PLACEMENT AND SURFACE REPLACEMENT SHALL BE IN ACCORDANCE WITH 16 MIN TILLAGE OPERATION,LIME AND FERTILIZER SHALL BE BROADCAST WITH AN APPROVED SPREADER OVER THE SEEDBED IN ACCORDANCE WITH THE
3. WHEN PLANNING TO CONDUCT AN OUTDOOR WORK ACTIVITY OR PROJECT, ASK THE
FOLLOWING QUESTIONS: 10. STRIP TOPSOIL AND UTILIZE IN CONSTRUCTION. DEPTH ABC SHELF. scHEDULE.
3.1. ARE THERE BIRDS OR NESTING BIRDS IN PROJECT AREA? 10. PROTECTION OF EXISTING VEGETATION (IF APPLICABLE): AT THE START OF GRADING 11. INSTALL TEMPORARY LAYDOWN YARD BLANKET CONSISTING OF 12 INCHES OF 6. WATER VALVES AT DEPTHS GREATER THAN 5-FT EXTENSIONS TO PROVIDE FOR TESTING.
3.2. ARE THERE LARGE BIRDS OR A LARGE BIRD NEST IN PROJECT AREA? INVOLVING THE STRIPPING OF TOPSOIL OR LOWERING OF EXISTING GRADE AROUND A COMPACTED ABC STONE OVER NON-WOVEN GEOTEXTILE. 3. AFTER THE SEEDBEDS HAVE BEEN PREPARED AND APPROVED,THE MIXTURE OF GRASS SEED,AS SPECIFIED,SHALL BE SOWED BY MEANS OF AN
VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SHARP A CLEAN, ,
3.3. WILL THIS ACTION AFFECT IMPORTANT BIRD HABITAT (NESTING, FORAGING, HUNTING, TREE, 7. AN APPROVED SET OF PLANS SHALL BE MAINTAINED ON THE JOB SITE AT ALL TIMES APPROVED SEEDER AT THE APPROPRIATE RATE,THE SEED WORKED INTO THE SOIL TO A DEPTH APPROXIMATELY 1/2 INCH AND THEN COMPACTED
CONGREGAl1NG AND OVERWINTERING AREAS). SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. 12. BRING SUBSTATION AREA TO SUBGRADE GRADE AND EXCAVATE/BACKFILL AS
� THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT NECESSARY TO DETERMINED RETAINING WALL FOUNDATION ELEVATIONS. INSTALL THAT WORK IS IN PROGRESS. DEVIATION FROM THE PLANS SHALL NOT BE ALLOWED BY MEANS OF A CULTIPACKER ROLLER OR OTHER APPROVED EQUIPMENT.
3.4. WILL THIS ACTION TAKE PLACE ADJACENT TO A RIVER, LAKE OR OTHER NATURAL FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL RETAINING WALL FOUNDATIONS, FRENCH DRAINS, AND CONTINUE INSTALLATION OF WITHOUT AN APPROVED PLAN REVISION.
FEATURE WHERE BALD OR GOLDEN EAGLES ARE REASONABLY EXPECTED TO BE 4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE GROUND
CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. NO STORAGE OF RETAINING WALL TO FINISHED GRADE. 8. THE CONTRACTOR SHALL SUPPLY THE TOWN INSPECTOR CONSTRUCTION MATERIAL
PRESENT. MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE SHALL BE VISIBLE WHEN RIDING T A MULCHED AREA IF PROPER APPLICATIONS ARE ACHIEVED.THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS
3.5. COULD THIS ACTION/WORK UNINTENTIONALLY INJURE OR KILL ANY BIRDS? BOUNDARY OF THE PROTECTED AREA AND SHALL BE POSTED ON THE PROTECTION 13. AS THE SITE EVOLVES, MODIFY EROSION CONTROL MEASURES AS REQUIRED TO TESTING DOCUMENTATION THROUGHOUT THE PROJECT. A UNIFORM COVERAGE IS EXPECTED.
3.6. DO WE NEED A BIRD PROTECTION PLAN OR BIRD PERMIT? MAINTAIN DRAINAGE TO SEDIMENT BASINS. ADDITIONAL SILT FENCE OUTLETS MAY BE
" FENCE. A PROTECTION FENCE CONSTRUCTED OF MATERIAL RESISTANT TO DEGRADATION REQUIRED AS LOW SPOTS ARISE. SEDIMENT RELEASES OR INSUFFICIENT MEASURES 9. EXISTING VALVES SHALL BE OPERATED ONLY BY CITY OF RAEFORD STAFF OR IN CASE
4. IF YOU ANSWERED YES TO ANY OF THESE QUESTIONS, CALL THE DUKE ENERGY BY SUN, WIND, AND MOISTURE FOR THE DURATION OF THE CONSTRUCTION, SHALL BE CAUSED BY LACK OF EROSION CONTROL EVOLUTION WILL BE IMMEDIATELY OF AN EMERGENCY, IN THE PRESENCE OF TOWN STAFF. THE TOWN REQUIRES A 5. STRAW MULCH AREAS SHALL BE TACKED WITH ASPHALT(APPLICATION RATE OF 0.10 GALLON PER SQUARE YARD/10 GALLONS PER 1000 SQ.FT/436
MIGRATORY BIRD HOTLINE FOR GUIDANCE. INSTALLED AT THE SAME TIME AS THE EROSION CONTROL MEASURES AND SHALL BE IN CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 48-HOUR NOTICE FOR SYSTEM SHUTDOWNS. CONTRACTOR IS REQUIRED TO NOTIFY GALLONS PER ACRE),ROVING,OR NETTING.ON STEEP SLOPES,NETTING IS PREFERRED.
5. NOTIFY YOUR SUPERVISOR OR THE FIELD ENVIRONMENTAL/EHS PROFESSIONAL AND PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. 14. BEGIN INSTALLING PERMANENT DITCHES AND INSTALL TEMPORARY DITCH LINERS AS AFFECTED CUSTOMERS 24-HOURS PRIOR TO SHUTTING DOWN. BUSINESSES MAY REQUIRE
CALL THE APPROPRIATE DUKE ENERGY MIGRATORY BIRD HOTLINE IF YOU FIND A DEAD AFTER HOUR SHUTDOWNS. RESIDENTIAL FLOWS AFTER SHUTDOWN MAY REQUIRE A PUMP. 6. ROLLED EROSION CONTROL PRODUCTS SHALL BE USED AS DITCH TREATMENT OR ON SLOPES AS SPECIFIED ON THE PLANS.
OR INJURED BIRD ON DUKE ENERGY PROPERTY OR RIGHTS OF WAY. 11. INSTALLATION AND MAINTENANCE OF ALL PROPOSED SEDIMENTATION & EROSION SPECIFIED ON THE PLANS. CONTRACTOR IS RESPONSIBLE TO INSTALL 2" TAPS TO RELIEVE PRESSURE AND
6. NOTIFY YOUR SUPERVISOR OR AN ENVIRONMENTAL/EHS PROFESSIONAL AND CALL THE CONTROL MEASURES IS REQUIRED. THE CONTRACTOR MAY BE ALLOWED, WITH PRIOR 15. ONCE COMPLETE, CONTRACTOR SHALL MOVE ON TO PHASE 3 OF THE CONSTRUCTION ALLEVIATE RESIDUAL FLOWS WHEN NEEDED. 7. AT COMPLETION OF ANY PHASE OF GRADING ACTIVITIES OR WHERE CONSTRUCTION WILL TEMPORARILY CEASE,
APPROPRIATE DUKE ENERGY MIGRATORY BIRD HOTLINE IF A BIRD NEST WITH EGGS OR APPROVAL FROM THE OWNER, TO COORDINATE CHANGES TO THE PLAN WITH THE SEQUENCE. SEEDING SHALL BE COMPLETED IN ALL DISTRUBED AREAS AS SPECIFIED IN THE STABILIZATION TIMEFRAME TABLE BELOW AS A MINIMUM.
CHICKS OR AN EMPTY NEST IS IN DANGER OF BEING DISTURBED. DO NOT PROCEED ON-SITE NCDEQ DEMLR INSPECTOR AND THE ENGINEER OR THE OWNER'S 10. NO BURNING OF DEMO DEBRIS DURING CLEARING AND GRUBBING.
WITH THE WORK UNTIL ADVISED TO DO SO BY THE DUKE ENERGY MIGRATORY BIRD REPRESENTATIVE.
HOTLINE OR THE ENVIRONMENTAL/EHS PROFESSIONAL. CONSTRUCTION S E Q U E N C E PHASE 3: 11. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 8. QUANTITY OF FERTILIZER AND LIME SHALL BE COMFIRMED BY SOILS TEST.
7. NOTIFY YOUR SUPERVISOR OR AN ENVIRONMENTAL/EHS PROFESSIONAL AND CALL THE 12. CONTRACTOR WILL FIELD LOCATE SILT FENCE OUTLETS AT LOW POINTS IN SILT FENCE COMPOST OR SOIL TESTING SHALL BE APPLIED AT THE DISCRETION OF THE DEP REPRESENTATIVE.
APPROPRIATE DUKE ENERGY MIGRATORY BIRD HOTLINE IF A BIRD IS TRAPPED INSIDE A AS REQUIRED TO PROVIDE RELIEF FROM CONCENTRATED FLOWS. 12. PRIOR TO ANY CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY, THE
DUKE ENERGY FACILITY. 16. COMPLETE PHYSICAL SUBSTATION CONSTRUCTION. CONTRACTOR/DEVELOPER SHALL NOTIFY THE TOWN INSPECTOR OF ANY CONSTRUCTION Ate® � 1
8. IF YOU SUSPECT YOU HAVE COME INTO CONTACT WITH A DEAD OR INJURED BALD 13. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY 17. REMOVE TEMPORARY CONSTRUCTION ENTRANCES AND INSTALL PERMANENT DRIVEWAY WITHIN THE PUBLIC RIGHT-OF-WAY. IT SHALL BE RESTORED TO ORIGINAL CONDITIONS MATERIALS: o) __.__ -
WHICH MAY BE EAGLE OR GOLDEN EAGLE, OR A LARGE NEST NEAR WORK ACTIVITIES THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF 1.THE LIMESTONE SHALL BE DOLOMITIC AGRICULTURAL GROUND LIMESTONE
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PAVEMENT. USING THE FOLLOWING REQUIREMENTS. .�A BALD OR GOLDEN EAGLE NEST), STOP WORK IMMEDIATELY. NOTIFY YOUR SUPERVISOR ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY CONTAINING NOT LESS THAN 10%MAGNESIUM OXIDE.MIX INTO SOIL
PLAN OR GRADE CHANGE '�S. NO EXTRA COMPENSATION SHALL BE PAID TO THE 18. PROVIDE PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS FOLLOWING A INCHES DEEP. � � . .� -
ENERGY MIGRATORY BIRD HOTLINE.AN ENVIRONMENTAL/EHS PROFESSIONAL AND CALL THE APPROPRIATE DUKE PLANS, SHALL BE REPLACED WITH THE SAME SIZE AND TYPE OF TREE AT A
OR CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN COMPLETION OF CONSTRUCTION. FINAL STABILIZATION OF THE SITES REQUIRES 80% A. ALL TREES IMPACTED BY CONSTRUCTION THAT ARE NOT PART OF THE APPROVED 2.FERTILIZERSHALLBECOMMERCIALPRODUCEOF10-10-10ANALYSIS.ALL
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INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. OVERALL COVERAGE RATE. ADEQUATE EROSION AND SEDIMENTATION CONTROL FERTILIZER SHALL BE DELIVERED IN BAGS BEARING THE MANUFACTURER'S NAME,
MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT VEGETATION IS ESTABLISHED. LOCATION DETERMINED BY THE TOWN. THE CHEMICAL ANALYSIS OF THE PRODUCT AND THE WEIGHT.IF NOT USED =1 ___� - _-*- -
14. REQUIRED CONSTRUCTION SAFETY FENCING SHALL BE INSTALLED PRIOR TO BEGINNING B. ALL IRRIGATION SYSTEMS SHALL BE RESTORED TO FULLY FUNCTIONING STATUS. ANY IMMEDIATELY AFTER DELIVERY,THE FERTILIZER SHALL BE STORED INAMANNER
/ 19. REMOVE TEMPORARY LAYDOWN YARD, ABC STONE BLANKET AND NON-WOVEN IRRIGATION LOCATED BENEATH ASPHALT OR CONCRETE SHALL BE SLEEVED WITH WHICH WILL NOT ALLOW IT TO HARDEN OR DESTROY EFFECTIVENESS.MIX INTO SOIL
SITE NOTES: LAND DISTURBANCE. GEOTEXTILE FABRIC FROM LAYDOWN YARD. DISC, SEED AND STABILIZE THOSE AREAS. SCHEDULE 40 PVC TWO NOMINAL SIZES LARGER. A MINIMUM OF4INCHES DEEP.
15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP ALL DIRT OFF PAVED ROADS. 20. INSTALL ANY REMAINING GRAVEL PAVEMENT THROUGHOUT PROJECT. C. LANDSCAPE BEDDING SHALL BE OF A SIZE AND COLOR TO MATCH EXISTING BEDDING 3.GRASS SEED SHALL BE AN APPROVED MIXTURE BASED ON REGIONAL AND DUKE
1. LOCATION AND TOPOGRAPHICAL INFORMATION LIDAR SURVEY WAS PERFORMED BY SGC AND SHALL BE SPREAD A MINIMUM OF TWO INCHES THICK. SEASONAL CONSIDERATIONS.PURITYOFSEEDSHALLBEAMINIMUMOF90%AND THE ENERGY
SURVEYING NC, PLLC AND DUKE ENERGY PROGRESS, LLC. ALL LINEAR DIMENSIONS ARE HEAVY MATS MAY BE USED IN LIEU OF ROCK CONSTRUCTION ENTRANCES AS 21. CALL NCDEQ DEMLR FOR REMOVAL OF ANY MEASURES NOT NEEDED FOR OTHER E. THE ENGINEERING DEPARTMENT AND PUBLIC WORKS DEPARTMENT SHALL BE GERMINATION SHALL BE A MINIMUM OF 85%.THE SEED LABEL SHALL BE A"CERTIFIED •
LOCALIZED HORIZONTAL (GROUND) DISTANCES AND VERTICAL DATUM IS NAVD 88. DETERMINED BY THE ON-SITE INSPECTOR. CONSTRUCTION PHASES. AFTER REMOVAL OF PIPE INLET PROTECTION AT FES CONTACTED TO INSPECT ALL WORK BEFORE A CERTIFICATE OF OCCUPANCY IS SEED"LABEL. I PROGRESS
COORDINATES AS SHOWN ARE NC GRID NAD 83 (2011) STRUCTURES, STABLIZE THOSE AREAS. ADEQUATE EROSION AND SEDIMENTATION ISSUED. 4.MULCH SHALL CONSIST OF DRY,SMALL GRAIN STRAW,DRY HAY OR OTHER
16. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP ALL SEDIMENT ON SITE AND CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT VEGETATION IS SUITABLE AND APPROVED MATERIAL. SEDIMENT AND EROSION CONTROL DETAILS
2. THE PROPERTY IS LOCATED NOT IN AN AREA SUBJECT TO FLOOD HAZARD AS SHOWN ENSURE NO SEDIMENT LEAVES THE LIMITS OF DISTURBANCE OF THE PROJECT. THIS ESTABLISHED. 14. ANY WORK PERFORMED WITHOUT THE APPROVAL OF THE TOWN PUBLIC UTILITIES 4 03-20-2018 TENPORART AND PERMANENT SEEDING REVISIONSiPEDMONT AND COASTAL DETAILS COMBINED INTO 1 DETAIL LOE BGT BGT TRANSMISSION ENGINEERING
ON FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 370132 MAP NO. MAY REQUIRE INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES ABOVE AND 22• FOLLOWING STABILIZATION, CONTACT EROSION CONTROL INSPECTOR FOR A FINAL DIRECTOR, OR DESIGNEE, AND/OR ALL WORK AND MATERIAL NOT IN CONFORMANCE WITH 3 12-05-2017 PERMANENT SEEDING REVISIONS LOE BGT BGT CW&TAL MO nEpwpNT 1■1E#4 MxMIIAT E{0C■Du► soNE0110 lOEOuLE
BEYOND WHAT IS SHOWN ON THE PLANS. IF ENVIRONMENTAL OR SITE CONDITIONS WALK THROUGH PRIOR TO REMOVAL OF REMAINING EROSION CONTROL MEASURES. THE SPECIFICATIONS IS SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S 2 03-06-2017 FORMAT REVISIONS LOE BGT BGT LOCATION STANDARD DRAWING
3710943400J REVISED 10/17/06. WARRANT ADDITIONAL EROSION CONTROL MEASURES, CONTRACTOR SHALL OBTAIN PRIOR UPON APPROVAL FROM INSPECTOR, REMOVE EROSION CONTROL MEASURES, STABILIZE EXPENSE.
EPRESENTATIVE. EROSION CONTROL MEASURES DAMAGED OR 1 09-08-2016 REVISIONS LOE BGT BGT SCALE 1'= 1'-0' SCALE RATIO y1
APPROVAL FROM DEP R AND CONVERT TEMPORARY SEDIMENT RISER BASIN AS DIRECTED ON THESE
3. PROJECT SITE IS LOCATED IN THE LUMBER RIVER BASIN. REQUIRED DUE TO CONTRACTOR ACTIONS SHALL BE THE RESPONSIBILITY OF THE AREAS, 0 05-06-2013 INITIAL RELEASE SFP BGT SFP DRAWN SFP CHK. BGT APP. SFP
CONTRACTOR. ALL EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED PLANS. 15. THE CITY OF RAEFORD IS NOT RESPONSIBLE FOR LIABILITY INCURRED DUE TO DELAYS DATE 05-06-13 DWG.NO. CT-65378 SH 1 OF 1
4. ALL MATERIALS, CONSTRUCTION, WORKMANSHIP SHALL MEET DUKE ENERGY PROGRESS, THROUGHOUT CONSTRUCTION AT NO ADDITIONAL COST TO DEP. 23. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO AND/OR DAMAGES TO UTILITIES IN CONJUNCTION WITH THIS CONSTRUCTION. THE TOWN �• DATE REVISION BY CK. APP.
LLC (DEP), CITY OF RALEIGH, AND NCDOT SPECIFICATIONS, STANDARDS AND DESIGN. CLOSE OUT THE E&SC PLAN." AFTER DEMLR INFORMS THE PERMITTEE OF THE WILL NOT PARTICIPATE IN THE COST OF CONSTRUCTION OR UTILITY RELOCATION.
17. ALL CONSTRUCTION DEBRIS SHALL BE TESTED AND DISPOSED OF OFF-SITE IN A STATE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT
5. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF PERMITTED LINED LANDFILL. DEQ.NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). 16. NO FINAL ACCEPTANCE SHALL BE ISSUED UNTIL A FLASH DRIVE AND ONE (1) SET OF
ACCIDENT PREVENTION IN CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC., AND THE A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS RECORD DRAWINGS, CERTIFIED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER,
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION ISSUED BY THE U.S. BEEN FILLED OUT. HAVE BEEN SUBMITTED AND ACCEPTED BY THE TOWN ENGINEER. STO R M WATE R MONITORING
DEPARTMENT OF LABOR.
GRADING NOTES: 17. CONSTRUCTION OF CONCRETE OR PAVING ITEMS SHALL NOT COMMENCE UNTIL ALL
6. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS UNDERGROUND WORK HAS BEEN INSPECTED, TESTED, AND APPROVED. 1. THE PERMITTEE SHALL INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES
THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND 1. CONTRACTOR SHALL CALL "NC811" 811 OR (800-632-4949) AT LEAST THREE (3) FULL EVERY SEVEN DAYS AND WITHIN 24 HOURS OF A 1.0 INCH OR GREATER RAINFALL.
VERTICALLY ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE BUSINESS DAYS PRIOR TO MOBILIZATION TO HAVE EXISTING UTILITIES LOCATED. REPORT 18. DISPOSAL OF AND STOCKPILING OF EXCESS MATERIAL WITHIN THE RAEFORD CITY LIMITS FINDINGS SHALL BE RECORDED AND PRESENTED UPON INSPECTOR'S REQUEST.
CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. CONTRACTOR SHALL ANY DISCREPANCIES TO THE ENGINEER. OR PLANNING AREA SHALL BE DONE IN SUCH A WAY THAT WILL NOT CREATE A
NOTIFY DUKE ENERGY PROGRESS, INC. IMMEDIATELY IN THE EVENT OF ENCOUNTERING NUISANCE, AND MUST BE DONE IN ACCORDANCE TO THE APPROVED PLANS. THE PLACING 2. THE CONTRACTOR SHALL PROVIDE RAIN-RECORDING DEVICE AND RECORD EACH
ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR OF MATERIAL ON PRIVATE PROPERTY OF ANOTHER REQUIRES WRITTEN AUTHORIZATION. RAINFALL.
DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR. 2. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING UNDER, AROUND,
AND/OR ADJACENT TO EXISTING POWER LINES. 19. TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH THE NCDOT AND MUTCD 3. ANY FAILURES THAT CAUSE VISIBLE SEDEMENTATION TO LEAVE THE APPROVED
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY PAVEMENT OR SPECIFICATIONS. DISTURBED LIMITS SHALL BE CORRECTED IMMEDIATELY AND DOCUMENTED.
COMP
EXISTING UTILITIES THAT MAY BE DAMAGED DUE TO CONSTRUCTION ACTIVITY. EXERCISE 3. DRIVEWAY APRONS SHALL BE 6 INCHES 4000 PSI CONCRETE OVER 4 INCHES OF
CAUTION. COMPACTED ABC STONE. 20. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS FOR CLEANING TRUCKS AND/OR 4. A COPY OF THE NPDES PERMIT AND STORM WATER RECORDS SHOULD BE KEPT ON
4. PROPOSED ACCESS DRIVE SHALL BE COMPRISED OF 12 INCHES OF COMPACTED ABC OTHER EQUIPMENT OF MUD PRIOR TO ENTERING PUBLIC STREETS. IT IS THE SITE FOR REFERENCE.
28. SHOULD ANY GROUNDING BE CUT OR UNEARTHED, THE GROUNDING WILL NEED TO BE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS, ALLAY DUST, AND TAKE WHATEVER
5 REPAIRED AND RECONNECTED. THE GROUNDING SHOULD BE BETWEEN 18" TO 24" STONE. MEASURES ARE NECESSARY TO ENSURE THAT ALL ROADS ARE MAINTAINED IN A CLEAN,
d DEPTH. 5. PROPOSED SUBSTATION SUBGRADE SHALL BE 3 OF COMPACTED ABC. FINAL STONE MUD AND DUST-FREE CONDITION AT ALL TIMES THE CONTRACTOR SHALL UTILIZE A
" STREET SWEEPER FOR STREET CLEANING.
WITHIN SUBSTATION FENCE SHALL BE AN ADDITIONAL 3" OF CLEAN #57 OVER 3" ABC GROUND STABILIZATION 6UILDM DES FIANDL NG
� 9. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED. „
a. CONTRACTOR SHALL NOT DISTURB UTILITY POLES, GUY WIRES, OR ANCHORS WITHOUT (TOTAL OF 6 ADDITIONAL STONE AND OTHERWISE REFERRED TO AS YARD BLANKET). 21. ANY CONSTRUCTION DETOURS WILL REQUIRE AN ALL-WEATHER ROAD SURFACE. . NOPERMISSION FROM DUKE ENERGY PROGRESS, INC. SITE AREA STABILIZATION STABILIZATION TIME STORM
PAINTORM DRAINS
OR LIQUID WASTES IN STREAM OR
N 6. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED GRADE ELEVATIONS (TOP OF DESCRIPTION TIME FRAME FRAME EXCEPTIONS STN
12 10. AREAS FOR DEMOLITION,
10. EXISTING IMPROVEMENTS SLATED TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION STONE, TOP OF GRASS, ETC) UNLESS WITHIN SUBSTATION PAD OR NOTED OTHERWISE.
SHALL BE REPLACED/RESTORED TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION PERIMETER DIKES, CONSTRUCTION AND OTHER WASTES MUST BE
o OF THE OWNER BY THE CONTRACTOR RESPONSIBLE FOR THE DAMAGE. 7. ALL SOILS SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR STORM READY RESPONSIBILITIES: swALEs, DITCHES 7 DAYS NONE LOCATED 50' FROM STORM DRAINS AND
MAXIMUM DRY DENSITY OR AS SPECIFIED IN THE GEOTECHNICAL REPORT, THE MORE AND SLOPES STREAMS UNLESS NO REASONABLE ALTERNATIVES
HIGH QUALITY WATER AVAILABLE.
�z 11. FOUNDATIONS, FENCES AND LIGHTING BY OTHERS. STRINGENT SHALL APPLY. 1. LEAVE ALL SITES WITH LAND DISTURBING ACTIVITY IN A "STORM READY STATE". CONTRACTORS SHOULD CONDUCT (HQW) ZONES 7 DAYS NONE
EXTRA INSPECTIONS TO ENSURE BMPS ARE IN PLACE BEFORE THEY LEAVE THE PROJECT SITE FOR THE DAY. EARTHEN-MATERIAL STOCKPILES MUST BE
a 12. STRUCTURE LOCATIONS WERE PROVIDED BY DUKE ENERGY PROGRESS DEP AND ARE 8. FILL PLACEMENT SHOULD BE INITIATED AT THE TOE OF THE SLOPE, AND BENCHES SHALL IF SLOPES ARE 10' LOCATED 50' FROM STORM DRAINS AND
( ) STREAMS UNLESS NO REASONABLE ALTERNATIVES
v BE CUT INTO EXISTING SOILS TO PROVIDE A HORIZONTAL SURFACE FOR COMPACTION. OR LESS IN LENGTH
FOR REFERENCE ONLY. THESE DRAWINGS ARE FOR SITE GRADING, SUBSTATION PAD, SLOPES STEEPER AVAILABLE.
Z AND ACCESS ROAD CONSTRUCTION ONLY AND SHALL NOT BE USED FOR LINE OR SLOPES SHALL BE OVERBUILT AND CUT BACK TO THE REQUIRED GRADE, LEAVING THE 2. ENSURE SEDIMENT BASINS OR CONTAINMENTS HAVE ENOUGH FREEBOARD TO ACCOMMODATE HEAVY RAINS WITHOUT THAN 3:1 7 DAYS AND ARE NOT STEEPER
I EXPOSED FACE WELL COMPACTED. VEGETATION SHALL BE ESTABLISHED AS SOON AS OVERFLOWING. THAN 2:1, 14 DAYS CONCRETE MATERIALS MUST BE CONTROLLED TO
c STRUCTURE CONSTRUCTION. PRACTICAL ALONG ALL SLOPES. RAINWATER SHALL BE DIVERTED AWAY FROM THE CREST ARE ALLOWED AVOID CONTACT WITH SURFACE WATER, WETLANDS,
w13. ALL SITE WORK SHALL CONFORM TO DUKE ENERGY STANDARDS AND SPECIFICATIONS. OF SLOPES TO REDUCE EROSION. 3. ONCE THE RAIN PASSES, ENSURE OPERATORS INSPECT AND DRAIN CONTAINMENTS AS NECESSARY. BASINS SHALL BE SLOPES 3:1 OR 7-DAYS FOR SLOPES OR BUFFERS.
Y STANDARD NOTES: DRAINED BY SKIMMERS OR OTHER ALLOWABLE MEASURES. PUMP OPERATIONS ARE CONTRACTOR CONTROLLED AND FLATTER 14 DAYS GREATER THAN 50
i 14. DISTRIBUTION LINES ARE NOT SHOWN FOR CLARITY AT THIS TIME. WATER QUALITY RULES APPLY. CONTRACTOR SHOULD UTILIZE SILT/DIRT BAGS AND FLOC LOGS IF NECESSARY. IF FEET IN LENGTH
0 1. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, CONSTRUCTION FENCE COLLECTED WATER IS SIGNIFICANTLY TURBID, CONSIDER A SLOW RELEASE RATE TO MINIMIZE ANY WATER QUALITY ALL OTHER AREAS NONE (EXCEPT FOR
cP 15. ALL CONSTRUCTION DEBRIS SHALL BE TESTED AND DISPOSED OF OFF-SITE IN A STATE OR TREE PROTECTION FENCING (IF APPLICABLE) SHALL BE INSTALLED AROUND IMPACTS. WITH SLOPES 14 DAYS PERIMETERS AND HQW
PERMITTED LINED LANDFILL OR AS DIRECTED BY DEP REPRESENTATIVE. PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS, FLATTER THAN 41 ZONES)
� MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. 4. ONCE THE RAIN PASSES, INSPECT THE SITE AND ANY EROSION CONTROL MEASURES TO ENSURE THERE HAVE NO
d 16. PRIOR TO CONSTRUCTION AND GRADING ON SITE, IF THERE IS EVIDENCE THAT A 2. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY SEDIMENT RELEASES. REPAIR AND RETURN TO DESIGN CONDITION ANY EROSION CONTROL MEASURES OR BMPS.
POTENTIAL CEMETERY EXIST, THE CONTRACTOR SHALL UTILIZE GPR TO CONFIRM. BARRICADED WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE
i THAT NO CLEARING, GRADING, OR STAGING OF MATERIALS WILL OCCUR IN THOSE 5. IF THERE IS POTENTIAL FOR GUSTY OR HIGH WINDS, MAKE SURE THAT ALL PORTABLE EQUIPMENT IS PROPERLY
AREAS. STORED OR TIED DOWN. THIS INCLUDES LIGHT EQUIPMENT OR SIMILAR EQUIPMENT WHICH COULD BLOW OVER IF TOTAL DISTURBED AREA = 3.45 ACRES
3. PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE THE MAST IS NOT LOWERED AS WELL AS PORTABLE TOILETS THAT COULD TIP OVER IF NOT TIED DOWN OR
PROJECT, AND CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE SECURED.
0 PROTECTION METHODS.
i 4. CONTACT THE NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 AT LEAST
`o THREE (3) FULL BUSINESS DAYS PRIOR TO DOING ANY DIGGING, CLEARING, OR ►"""'1"
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH The John R. McAdams Company, Inc.
a GRADING. -. N CARD ,i,
621 Hillsborough Street ��'•:S ••• ' DUKE
c DUKE ENERGY PROGRESS, CITY OF RAEFORD, HOKE suite 500 ,O FESS/���'L�'%
1
a COUNTY & NCDOT (WHERE APPLICABLE) STANDARDS, ; �;�O �;:.�
Raleigh?_ I , NC 27603 - ENERGY®
SPECIFICATIONS AND DETAILS. CONTRACTORS MAINTENANCE P LAN : g . `q SEAL ��
& 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY
phone [phone] = 034365 -
M • AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS fax [phone] Digitally sigrig( y Patrick*96il : PROGRESS
w THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO !Yjlicense number: C-0293, C-189N: Cl`kc ��.••.�1�v.�y:�
c ® MAINTAIN ALL MEASURES AS DESIGNED.
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W 11 11 2. EROSION CONTROL DURING SITE CONSTRUCTION WILL BE ACCOMPLISHED BY USE OF O=North C_f��,'�=I"1S�����`
CONTRACTOR SHALL NOTIFY NC811 (811) OR (1-800-632-4949) AT SEDIMENT FENCES, DROP INLET PROTECTION, SEDIMENT BASINS, AND PIPE INLET McADAMS www.mcadamsco.COM Date:2024.01.65,mowr%;110*5'00'
0) LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION PROTECTION. ACCUMULATED SEDIMENT AT THE INLET PROTECTION SHALL BE REMOVED AS RAEFORD SOUTH 1 15kV SUBSTATION REBUILD
.91 OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. NECESSARY To PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. PRELIMINARY DRAWING - ISSUED FOR PERMITTING PROJECT NOTES
o1; SEDIMENT FENCES SHALL BE INSPECTED AT LEAST ONCE A WEEK AND AFTER EACH
0- CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE RAINFALL OF AT LEAST 0.5 INCH. REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT
Know what's below. THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811"" DEPOSITS SHALL BE REMOVED AS NEEDED TO PROVIDE ADEQUATE STORAGE VOLUME FOR LOCATION RAEFORD, NC
0 THE NEXT RAINFALL EVENT, AND TO REDUCE PRESSURE ON THE FENCE. FENCING
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. MATERIALS AND SEDIMENT DEPOSITS SHALL BE REMOVED, AND THE AREA BROUGHT TO
SCALE AS NOTED SCALE RATIO 1 : 1
YCall before you dig■ GRADE FOLLOWING STABILIZATION OF UPGRADIENT DISTURBED AREAS. DRAWN ADM CHK. PLC APP.
i 3. STONE AT SEDIMENT FENCE OUTLETS SHALL BE REPLACED AS NECESSARY. DATE 1 /2/2024 DWG. IN 0. 82547 SHEET 2 OF 19
IN 0. DATE I REVISION I BY I CK. APP.