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Home My WebLink AboutSW6240107_Plansheet - Proposed Conditions/Site Plan_20240205 SITE LEGEND - - PROPERTY LINE - - - RIGHT-OF-WAY LINE EASEMENT LINE PROPERTY SETBACK --------- LANDSCAPING BUFFER m m m m m m m m m TEMPORARY CONSTRUCTION EASEMENT xxxx SUBSTATION SECURITY FENCE LD LD LIMITS OF DISTURBANCE I I I II 62.5' I I I �I PROPOSED 1 WOODED AREA/TREE LINE N/F A G N E S M. C A M P B E LL I I I RAEFORD SOUTH TRANSMISSION 230 kV PROPOSED ROW 1 SUBSTATION PAD I I TAP LINE I 6` I 1 3" N0. 57, CLEAN WASHED GRANITE STONE D.B. 59 4, P G. 140 I (BY OTHERS) oil 1 1 3" ABC GRANITE STONE (YARD BLANKET) P.I.N.: 694341901001 I I I 1 3" ABC STONE (COMPACTED SUBGRADE) I I I i I 6 1 SUBSTATION SHOULDER 9 3" NO. 57, CLEAN WASHED GRANITE STONE I I I _ cn cn - (n 07�- cn I 3" ABC GRANITE STONE (YARD BLANKET) I I _ m - m 01 l \ 3" ABC STONE (COMPACTED SUBGRADE) 20.0 20.0 oG oG oG OG oG SETBACK I I Im - I - - - - 1 O O ACCESS COMPACTED ABC STONE 20.0'1 \ o 0 sETBAc opv oG oG oG °G I ' \60 0' 0 WPC \ CONCRETE APRON °G G R\GKI *' ' e •. 6" 4,000 PSI CONCRETE I I z . . x x. 1 .;.'. .:.': '' 4" COMPACTED ABC STONE x x x X SUBSTATION . ' 1 I I - X. OG OG Or, OG OG cn cn Ql I I x x .I. I PAD X. \ I � 7 � I I I r, \� I ' \ \ SITE PLAN NOTES I I x \ \ \ OG OG OG OG oG / I I I I N I I C \ \ \\ \ x. i. m o \ 1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF RAEFORD,HOKE COUNTY NORTHING: 440,502.756 z 1 AND/OR NCDOT STANDARDS AND SPECIFICATIONS AS APPLICABLE. 6 o OG or- OG OG 6' SUBSTATION x. EASTING: 1,936,542.693' r^ \ I G SHOULDER 2. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE I \ I I \ REPLACED/RESTORED TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION OF THE x OWNER,BY THE CONTRACTOR RESPONSIBLE FOR THE DAMAGE. I 6 1 0 _ - OG OG OG oG °GN-S BASES �. \ 3. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION,FITTING,ETC.THAT MAY BE REQUIRED.THE CONTRACTOR SHALL INSTALL SUCH STANDARD APPURTENANCES AS REQUIRED TO CLOSELY FOLLOW THE GRADES AND I \ 0p '. 1 ALIGNMENTS DEPICTED ON THE PLANS. OG OG OG pG oG - I I I v \ 4. NOT ALL EXISTING UTILITIES ARE SHOWN.LOCATIONS SHOWN ARE APPROXIMATE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND p o o I 1 .�- \ \ VERTICALLY ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION.THE IG G G I I x I. I. O•; I'. ®p \ c) \ CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION.CONTRACTOR SHALL NOTIFY I DUKE ENERGY IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY UNDERGROUND 10 X10 X5 I I OBSTACLE REQUIRING DEVIATION FROM THE PLAN.COST TO REPAIR DAMAGED UTILITIES 6 oG oG or_ oG 20.0 SUMP PIT SHALL BE BORNE BY THE CONTRACTOR. I 0 5. CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949)AT LEAST 3 FULL I \ \ \\ \ I ,Io0' x \ \ BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING \ o I L. = - UTILITIES LOCATED.CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE OG OG OG OG G 1 6.D x - .I �. - - - _.� ', \ \ N THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811".REPORT ANY DISCREPANCIES RAEFOSOUTHR230kV 10.0' TO THE ENGINEER IMMEDIATELY. SUBSTATION \ I 6 OG oG oG oG OG SETBACK � 6. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED. x \ op CONTRACTOR SHALL NOT DISTURB UTILITY POLES,GUY WIRES,OR ANCHORS WITHOUT O0.' PERMISSION FROM DUKE ENERGY. 6 0 o I ' n O 7. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE 10.0' G G °G oG °G I x ,'. I L-� a \ '0 CONTRACTOR PRIOR TO CONSTRUCTION.CONTRACTOR SHALL NOTIFY THE ENGINEER IF j. ) O. 20 \ A SETBACK \\ \ i I x ' I '. ®� ' ® SUBSTATION z3 0 ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION,FOR NECESSARY t� PLAN OR GRADE CHANGES.NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR 14 \ O SHOULDER J I 6 oG oG oG oG G (. x \ p FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE 11"1 PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. \ \ A ' I I o EXISTING I I . ® .0®. +a" O. x 10.0' \ \ \ \\ \ p �. ®O. ® ® m \ 8. TYPICAL ACCESS ROAD AND SUBSTATION PAD SECTION DETAILS ARE SHOWN WITHIN THIS I o 0 o GAS I x I' O. ®d O ' SET AND INTENDED TO BE A MINIMUM SECTION REQUIREMENT.THE CURRENT 6 oG oG G G G LINE I 4 I ® \ GEOTECHNICAL REPORT SHALL OVER-RIDE ALL TYPICAL SECTIONS SHOWN,IF THE o .,. °AM 0. . GEOTECHNICAL ENGINEER DEEMS A HEAVIER SECTION IS REQUIRED. I \ \ \ \\ \ ® . ®.Q LIMITS OF 6 0 0 oG oG oG 30.0 UTILITY I I O' x' DISTURBANCE 9. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED G G EASEMENT I' 4. ® Q '. 10 X10 X5 ( .) APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR II � SUMP PIT INSTALLATION.THE CONTRACTOR SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO SUBSTITUTION OF ALTERNATE EQUIPMENT. I I 6 OG oG OG OG °G 10. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE"MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION"ISSUED BY AGC OF AMERICA,INC.,AND THE SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION ISSUED BY THE U.S.DEPARTMENT \ ° 6 OG OG OG OG G I I I . I . I. OF LABOR. �' 219.4'' x x x x x \ 11. ALL CONSTRUCTION DEBRIS SHALL BE TESTED AND DISPOSED OF OFF-SITE IN A STATE EXISTING COMmUNICATION PEDESTAL \ PERMITTED LINED LANDFILL OR AS DIRECTED BY DEQ REPRESENTATIVE.TESTING AND \ o x X AND PULL BOX TO REMAIN \ I 6 OG OG OG oG G 1 w / DISPOSAL SHALL BE IN ACCORDANCE WITH DUKE ENERGY REQUIREMENTS AND I / \ STANDARDS AT NO ADDITIONAL COST TO THE OWNER. DUKE ENERGY PROGRESS LLC \ p I \\/ 7 p O OG OG G I \/ 6 G G SUBSTATION I N/F D.B. 81 , P G. 343 I I SUBSTAl10N � GATE BARBARA OSBORNE L�_� SECURITYP.I.N.. 694341901002 \ \\ \ yo ° \ o I I FENCING / \l O �� B A TTO N 6 °G G G (RYp.) N� \ D.B. 831 PG. 472 I I I COR P.I.N.. 694341901003 - - _�-- �•,� SETBACK 'O. \ oub�- oo� Q' ou�ou o�o ou EXISTING \ a ------- ---- o ou Ou OVERHEAD LINE o ou i ou ou ou.'.. ou - Ru:-�_o u- ou low eu ou ou ta.0 _ O ° O� OG OG I OU 'Ob. U. .OU. 00l ou OU ' N - 10.0' o G G w M STREET YARD o�O°° I EXISTING N I OAKDALE GIN ROAD (SR1403) I UNDERGROUND COMMUNICATION I I (60' PUBLIC RM 1 I DRIVEWAY CONCRETE \ I I APRON \ I I c - - _ - - � - - - _ - - - - - N - - - W - - - - - - - _ c O C C t U rn c 0 c rn W U The John R. McAdams Company, Inc. CAR 621 Hillsborough Street �� DUKE a Suite 500 ;�=O�FESS%0• 9 � Raleigh, NC 27603 4� �y<�: SEAL ENEK%,7Y® N phone 919. 361. 5000 034365 M fax 919. 361. 2269 Digitally sigrig •y Patricic�qbvil : PROGRESS Y license number: C-0293, C-189N: CLOP i •.. I c dnQualif�P,r�` 'K�GfJO�Q j6•9��9;7F587C20012F5 F, Y McADAMS Da North Cat . �a AT www.mcadamsco.com Date:2024.01.6$rg0:��6�3�05'00' RAEFORD SOUTH 115kV SUBSTATION REBUILD o PRELIMINARY DRAWING - ISSUED FOF PERMITTING SITE PLAN T LOCATION RAEFORD, NC W GRAPHIC SCALE SCALE AS NOTED SCALE RATIO 1 : 1 o is so so DRAWN ADM CHK. PLC APP. _ 1 inch-30 ft. DATE 1/2/2024 DWG. No. 82547 SHEET 5 OF 19 - N0. DATE REVISION BY CK. APP.