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20211442 Ver 1_ILM-VOR WR_2907 combined 08032021 - final plan set for permit_20210429
8 7 6 5 4 3 2 1 aie ai< a.. aie ai< aie alz aie ai. aie aie aie aie ai< a.. aie ai< aie AIL a4 alk a4 aie a4 a.< a.< a.< a.< a4 a.< AIL AIL a4 a.< a.< a.< a.< AIL AIL AIL alz _ a.< _ INCOMING POWER a.< MOBILE EG AREA AIL a4 alk a4 _ a.< a4 a.< AIL AIL _ a.< a.< AIL AIL ai. aie _ a.< _ AIL AO al< a.< a.< a.< a.< •1111111111.1.• ••• 11.• 111111•1•111111.1•111111 MINIM MIN• •1111.1 MINIM ••IN MINIM MININIIIIIN MINIM MINIM SINN MINIII IIIMIN MINIM MINIM MINIM MINNIIIIII MINIM MINA MINIM MINIM MINIM MINIM MINIM MINIM MINIt a.< PLACE CONSTRUCTION ENTRANCE PER NCDOT DETAIL PROPOSED 11.5' X 30' VOR SHELTER )00 .07-1 3_3IOC LINE UP ANTENNAS IN OC BETWEEN DOPPLER RADIALS. ANTENNAS SHOULD BE A I C INIMUM)F 8 FEET APART. STAND alz alz alz alz alz • 41/IL • a. 1` . 71, Or111 , A. EDI V? /# i C' !; S\ N . J11/ —P - !-... 4;4.11 'i. �.a•"dr_ •�. - Ai....MA.a‘_,,�. _ 6- alto. a‘r440i_AO_ /1.to,�_ a..��.�t�_ /�.�.�� �i��,�.�1i1 ,�i.. ��� �.�l r.� 4 i1p,tgi,: �`' �' ' - tiMT4r /�Alz IWAVAI !`Jro��SJAM'!✓TANNAW1AtialMSrN'.:1�I000iliPpfl ��-��r����0 4.�rP�:�AG:J,"I,.�;•��!I TS:41 r,_�� ai ai ai, ai Oat / f. .., i4, alz alz alz •Ak E alz alz alz • a.< alz alz alz alz alz alz alz 200'—( alz LEGEND WETLAND GRAVEL / IMPERVIOUS EARTHEN FILL al _ al< 'DVOR TOWER AREA I 11 sic alz PROJECT DATA: PROJECT LIMITS =0.67 ACRES EXISTING DEVELOPED AREA =0.33 ACRES PROPOSED NEW IMPROVEMENTS = 0.19 ACRES TOTAL DISTURBED AREA = 0.52 ACRES EXISTING WETLANDS = > 8.0 ACRES TREMPORARY WETLAND IMPACT = 0.05 ACRES 81 CUBIC YARDS OF EARTHEN FILL PERMANENT WETLAND IMPACT = 0.14 ACRES 30 CUBIC YARDS OF CONCRETE 115 CUBIC YARDS OF GRAVEL TOTAL WETLAND IMPACT = TEMP WETLAND IMPACT (0.05) + PERMANENT WETLAND IMPACT (0.14) = 0.19 ACRES TOTAL DISTURBED AREA = TOTAL WETLAND IMPACT (0.19) + EXISTING DEVELOPED AREA (0.33) = 0.52 ACRES _ al aie alz a4 ai. alz a4 alz a4 alz E0 CV alz a4 alz alz alz alz STAND sic a4 ail a4 30'-0" al alz _ aia ail ail ail ail ail H G F E VAR MONITOR 0 ER ai, AIL .....i...i...i...i...i...i...i....i...i...i...i...i...i...i...i.i...i...i...i...i...i...i...i....i...i...i...i...i...i...i....i...i...i...i...i...i...i.......I...i...i...i...i...i...i....i.min.i.n.uum.i.u.....n......nnm.....mi.i.....i..nu....u.m.mm.i.u.....i......mi.i.......i..in....nu....u.m...u.......mi......umi.i.......nu....mm11..m..u.m...u......mi...in....nu.......nu....mm11.i.minm...uum......mi........nm.....nn.i..i...nn..uminm...uu..i.in..u.n.......nm..i...mi.i..in1...nuumi.m. aie ai. LIMITS OF EXISTING FILL a2. CENTER OF VOR al aie aie RELOCATED BUEC AND ReO ANTENNAS MOUNTED TO COUNTERPOISE ON TOP OF VOR TOWER aie = aie TACAN MONITOR TOWER aie aie aie aie aie aie aik aie aie aie ., aie aie aie aie aie aie a4 a4 a4 a4 aie a4 aie aie aie aie aie aie ai. ai. aie aie aie aie SITE PLAN 10' 0 aie 10' aie aie aie aie 20' SCALE: 1" = 10' aie aie aie aie aie aie allk PARSONS PTSI Managed Services Inc. 3800 Camp Creek Pkwy Building *2400, Suite 106 Atlanta, GA 30331 404.766.1693 404.559.1715 (Fax) COA: PEF006471 EXP 6/30/2022 RELEASED FOR: PERMITTING SUBMITTAL-08/03/2021 EROSION CONTROL NOTES REV 1. PLACE SEDIMENT CONTROL FENCE ALONG THE LIMITS OF DISTURBED AREA. THE SEDIMENT CONTROL FENCE MUST BE INSTALLED AND MAINTAINED PER NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) SPECIFICATION. SEE SHEET C032 FOR DETAILS. 2. PLACE CONSTRUCTION ENTRANCE, AS INDICATED SEE SHEET C033 FOR DETAILS. 3. SUBCONTRACTOR MUST NOT WASHOUT CONCRETE TRUCKS ONSITE. APPROVED DATE DESCRIPTION JCN REDLINE DATE ail ail APVD DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION ATO — TECHNICAL OPERATIONS EASTERN SERVICE AREA VOR DOPPLER VOR/TACAN SITE PLAN WILMINGTON suBMITTEDPWiP CHECKED KD WILMINGTON INTL AIRPORT ISSUED BY ENGINEERING SERVICES NAVAIDS PROV o DRAWING NO JCN ILM-1007127-0030 1 NC 1007127 REV D C 8 7 6 5 4 3 2 THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM 8 7 6 5 i 4 3 2 1 H H I I F E D C B A 1 1 PROPOSED;GRAVEL PROPOSED EDGE OF GRAVEL /GRAVEL 2 S003 3 S003 C033 C033 W,gLKEWAY W/1,LKEWAY INCOMING POWER CABLES 10'X12' CONC. EG PAD 3 BOLLARI (TYP 3) C033 TRANSFORMED PAD I 4'-81' DISCONNE/TRANSFER EXISTING EDGE OF GRAVEL EXISTING EDGE OF GRAVEL 0 1 PLOT PLAN OF MOBILE EG AREA \C031 4' 0 4' 8' SCALE: 1 /4" = 1'-0" 2.5 RGS POWER 1 200' TO CENTER OF VOR 30'-0" PROPOSED GRAVEL WALKEWAY POWER AND CONTROL CONDUITS 6'-9" 4'-6" TOWER FOUNDATION 1 DVOR MONITOR TOWER TRENCH E001 (TYP) N N co MAINTENANCE STAND 6'I0„ ROTATE LAYDOWN DIRECTION OF TOWER 4 DEGREES SOUTH OF DUE WEST TO AVOID DUCTBANK 2 PROPOSED GRAVEL MAINTENANCE AREA PLOT PLAN OF DVOR TOWER C031 4' 0 4' 8' SCALE: 1/4" = S005 PARSONS PTSI Managed Services Inc. 3800 Camp Creek Pkwy Building *2400, Suite 106 Atlanta, GA 30331 404.766.1693 404.559.1715 (Fax) COA: PEF006471 EXP 6/30/2022 RELEASED FOR: PERMITTING SUBMITTAL-08/03/2021 REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA VOR DOPPLER VOR/TACAN PLOT PLANS FOR MOBILE EG AREA AND DVOR MONITOR TOWER WILMINGTON REVIEWED BY SUBMITTED BYg5 WILMINGTON INTL AIRPORT 0 , P� P� PROP P� NC 0o\PFLP-o\P� DESIGNED DRAWN CHECKED ACH LER KD ISSUED BY ENGINEERING SERVICES NAVAIDS DATE DRAWING NO 08/03/2021 JCN ILM-1007127-0031 1007127 REV G F E D C CONSTRUCTION ISSUED FOR: 8 7 6 5 4 3 2 1 THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM 8 7 6 5 i 4 3 2 1 Fi NOTES W 64 w 1= G F E D C B A VARIABLE DIMENSION 3 FT 1/4 WIRE MESH SEDIMENT CONTROL STONE USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL STONE. USE HARDWARE CLOTH 24 GAUGE WIRE WITH 1/4 INCH MESH OPENINGS. INSTALL 5 FT. SELF FASTENER ANGLE STEEL POST 2 FT. DEEP MINIMUM. 2 FT �� , rt _ 0 ATTACH HARDWARE CLOTH TO POSTS WITH WIRE STAPLE OR M)//, (// <////, FT MIN OTHER ACCEPTABLE METHODS. /,(4ll/llA\\U////,F'/////6-/ll /A\V/////,& //ii//4\\Y///-/ // /AWV////,(Q SPACE POSTS A MAXIMUM OF 3 FT. 1/4 WIRE MESH SEDIMENT CONTROL STONE 1 FT MIN WATER FLOW 1/4 WIRE MESH o°o Oo o°o` fc 00° 0.- o.g. 60 o o ho2,:tabooga °00 2ida3�o0o00 2idaPoO000 ��o t�' • 0 0" 0 0" 00"; Ek:o�ooSQ °°Oe� Voo0o&s CLASS 'A' STONE 8 IN. MIN. DEPTH FOR INSTALLATION BETWEEN SECTIONS OF SILT FENCE, EXTEND SEDIMENT CONTROL STONE A MINIMUM OF 12" ON EACH SIDE OF SPECIAL SEDIMENT CONTROL FENCE SECTION. I I E I I I -III -I I I STEEL POST - 2 FT DEPTH —2FT— SEDIMENT CONTROL FENCE NOT TO SCALE NOTES 1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS. 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES. 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY. 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE DETERMINED BY THE ENGINEER. 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER. 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING CONTRUCTION ENTRANCE LEAVING PROJECT SITE. NOTE : PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE 2 GRAVEL CONSTRUCTION ENTRANCE C032 NOT TO SCALE PARSONS PTSI Managed Services Inc. 3800 Camp Creek Pkwy Building *2400, Suite 106 Atlanta, GA 30331 404.766.1693 404.559.1715 (Fax) COA: PEF006471 EXP 6/30/2022 RELEASED FOR: PERMITTING SUBMITTAL-08/03/2021 REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA WILMINGTON REVIEWED BY VOR DOPPLER VOR/TACAN WALKWAYS, MAINTENANCE AREA, AND PARKING AREA DETAILS SUBMITTED :1)0 WILMINGTON INTL AIRPORT 0 , P� P� PROP P� NC 0o\PFLo\P� DESIGNED DRAWN CHECKED SJ LER KD ISSUED BY ENGINEERING SERVICES NAVAIDS DATE DRAWING NO 08/03/2021 JCN ILM-1007127-0032 1007127 REV G F E D C CONSTRUCTION ISSUED FOR: 8 7 6 5 4 3 2 1 THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM 8 7 6 5 i 4 3 2 1 1 NOTES W z w 1- H 1. UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE H STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES CONSTRUCTION. REFER TO THE SPECIFICATIONS FOR SPECIFIC REQUIREMENTS. G F E D C B A GROUND ELEVATION 1 EXIST GRADE . : O C 00 0 // /k\V/ %/& o o0a �poo I COMPACTED SUBGRADE (TYP) WALKWAYS ,MAINTENANCE AREAS, AND PARKING AREAS C033 NOT TO SCALE 9" COMPACTED SUBGRADE AT MINIMUM 95% DENSITY (2 GRAVEL REPAIR SECTION 033 NOT TO SCALE SEE NOTES 5 THRU 7 FINAL GRADE (TOP OF GRAVEL) GEOTEXTILE FABRIC 6" AGGREGATE, SEE NOTE 5 0 Co 6" DIA PVC FILLED WITH CONCRETE ROUNDED AT TOP INSTALL A YELLOW COVER SLEEVE OVER THE BOLLARD, WITH TWO STRIPES OF RED REFLECTIVE TAPE NEAR THE TOP. SLEEVE TO BE MADE OF HIGH DENSITY POLYETHYLENE (HDPE). MANUFACTURED BY ENCORE COMMERCIAL PRODUCTS, SOUTHFIELD, MI OR APPROVED EQUAL. 3� BOLLARD DETAIL BACKFILL WITH CONCRETE SEE NOTE 8 CO3J NOT TO SCALE 2. PRIOR TO CRUSHED AGGREGATE BASE COURSE INSTALLATION, A MINIMUM 12 INCHES OF TOP SOIL SHALL BE STRIPPED OF DELETERIOUS MATERIAL, LOOSENED AND HARROWED, AND THEN COMPACTED TO 95 PERCENT MODIFIED PROCTOR DENSITY AT NEAR OPTIMUM MOISTURE CONTENT IN ACCORDANCE TO ASTM D 1557. COMPACTED SOIL SHALL NOT BE PLACED IN GREATER THAN 6" LIFTS BEFORE ROLLING AND TAMPING. 3. MAINTAIN CURRENT DRAINAGE PATTERNS AS POSSIBLE. 4. THE CONTRACTOR SHALL GRASS THE SLOPES OF THE CUT AND FILL AREAS, THE DRAINAGE DITCHES, AND ALL OTHER AREAS DISTURBED BY THE INSTALLATION AND GRADING OF THE ROAD IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 5. THE AGGREGATE SURFACE COURSE FOR THE GRAVEL ROADS AND TURNAROUND AREAS SHALL COMPOSE OF CRUSHED OR PARTIALLY CRUSHED COARSE AGGREGATE BONDED WITH CLEAN GRANULAR MATERIAL OR FINE AGGREGATE, OR BOTH. AGGREGATE SHALL COMPLY WITH STATE DOT. SPECIFICATIONS AND SHALL BE SIMILAR TO THE FOLLOWING GRADING REQUIREMENTS WHEN TESTED IN ACCORDANCE WITH ASTM C 117 AND C136: A. SIZE PERCENT BY WEIGHT PASSING SIEVES 1/2 INCH 100 3/8 INCH 85 TO 100 NO.4 10 TO 40 NO.8 OTO 10 NO.16 O TO 5 B. THE FINAL GRADATIONS DECIDED ON WITHIN THE LIMITS DESIGNATED IN THE ABOVE TABLE SHALL BE WELL -GRADED FROM COARSE TO FINE AND SHALL NOT VARY FROM THE LOW LIMIT ON ONE SIEVE TO THE HIGH LIMIT ON ADJACENT SIEVES, OR VICEVERSA. C. THE AMOUNT OF THE FRACTION OF MATERIAL PASSING THE NO.16 SIEVE SHALL NOT EXCEED ONE-HALF THE FRACTION PASSING THE NO.8 SIEVE. D. THE SELECTION OF ANY OF THE GRADATIONS SHOWN IN THE ABOVE TABLE SHALL BE SUCH THAT THE MAXIMUM SIZE AGGREGATE USED IN THE AGGREGATE COURSE SHALL BE NOT MORE THAN TWO-THIRDS THE THICKNESS OF THE COURSE BEING CONSTRUCTED. E. THE PORTION OF THE FILLER AND BINDER, INCLUDING ANY BLENDED MATERIAL, PASSING THE NO.8 SIEVE SHALL HAVE A LIQUID LIMIT NOT MORE THAN 25, AND A PLASTICITY INDEX NOT MORE THAN 6 WHEN TESTED IN ACCORDANCE WITH ASTM D 4318. 6. PRIOR TO AGGREGATE INSTALLATION, APPLY A WATER SOLUBLE SOIL STERILANT, THEN INSTALL A GEOTEXTILE FABRIC MARAFI 500X WITHIN THE ENTIRE ACCESS ROAD, WALKWAY AND MAINTENANCE AREAS. AGGREGATE SHALL BE GRADED TO SLOPE A MINIMUM OF 1/8" PER FOOT (1%) AWAY FROM STRUCTURES. 7. BOTH AGGREGATE COURSE (BASE OR SURFACE, AS APPLICABLE) AND SUBGRADE SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY AT NEAR OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D 1557. 8. TYPE 1 PORTLAND CEMENT CONCRETE SHALL OBTAIN A MINIMUM, COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. MAXIMUM SLUMP SHALL BE 3 INCHES. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". PARSONS PTSI Managed Services Inc. 3800 Camp Creek Pkwy Building *2400, Suite 106 Atlanta, GA 30331 404.766.1693 404.559.1715 (Fax) COA: PEF006471 EXP 6/30/2022 RELEASED FOR: PERMITTING SUBMITTAL-08/03/2021 REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA WILMINGTON REVIEWED BY VOR DOPPLER VOR/TACAN WALKWAYS, MAINTENANCE AREA, AND PARKING AREA DETAILS SUBMITTED BYE WILMINGTON INTL AIRPORT 0 PROP P' NC \=.• �PFL0 DESIGNED DRAWN CHECKED ACH LER KD ISSUED BY ENGINEERING SERVICES NAVAIDS DATE DRAWING NO 08/03/2021 JCN ILM-1007127-0033 1007127 REV G F E D C CONSTRUCTION ISSUED FOR: 8 7 6 5 4 3 2 1 THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM 8 7 6 5 i 4 3 2 1 H G F E D C B A N sic sic sic sic sic sic sic sic sic sic sic sic sic sic sic sic TRANSFORMER TO BE RELOCATED sic sic sic PROPANE TANK TO BE REMOVED sic sic sic / 1 a 3fic AL At sic sic 1I. • • • • • • sic 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 0 0 �OOv0 00 • ►. ) ak, 1 / 1 / . �� 0 �o00 JC I 0 o� 00 0 sic O 0 0 0 1 • • • • • • 0 4 • • • O / 1 1 o00`- U� ,I:00/ OOo • • • • 0 0 0 0 0DO PO 0 0 O • ,o c 0 O 0 Q 0 o )0 0 0 0 0 O 0 • 0 0o 0 0 sic sic O sic O 0 00 0 00 00 o 0n -0 0 rTh 0 0 4• 1 OOP EXISTING GRAVEL O 0 0 07 0 0. sic Oo O 0 00 0 • ; • 0 0 • • • ,. PROJECT LIMITS • 0 O o 0(Th • 0 0 • O �4;J'000 • 0 0 • sic ,i. • • sic REMOVE MAINTENANCE STAND 0 111 • • • • 0 0 0 0 O 0 00 0 ) 00 O00�J 0 000�00o 0 0 0 C• 000►0 0 n 0 0 ob 0 0 00 0 0 Oo 0 000 0 o 0 0 00�� 0 0 Ala: 01 . %0 0 •ape 00 0 00 .• DEMOLITION PLAN 0 0 U�0 0 0 0 0 0 0 • 009( 3,00 0 coo 0 0 0 0 0 • 0 0 0 0 0 0 4 4 4 4 • o�O 0 O se • � 00 000 000 0 0 000 On��04 • 1 • • • • • • • • • • • • • • • • • • • WETLAND LEGEND V//1 WETLAND GRAVEL / IMPERVIOUS EARTHEN FILL LIMITS OF PROPOSED EARTHEN FILL sic sic sic sic sic sic sic sic sic sic sic sic sic sic sic sic PROJECT DATA: PROJECT LIMITS =0.67 ACRES EXISTING DEVELOPED AREA =0.33 ACRES PROPOSED NEW IMPROVEMENTS = 0.19 ACRES TOTAL DISTURBED AREA = 0.52 ACRES EXISTING WETLANDS = > 8.0 ACRES TREMPORARY WETLAND IMPACT = 0.05 ACRES 81 CUBIC YARDS OF EARTHEN FILL PERMANENT WETLAND IMPACT = 0.14 ACRES 30 CUBIC YARDS OF CONCRETE 115 CUBIC YARDS OF GRAVEL TOTAL WETLAND IMPACT = TEMP WETLAND IMPACT (0.05) + PERMANENT WETLAND IMPACT (0.14) = 0.19 ACRES TOTAL DISTURBED AREA = TOTAL WETLAND IMPACT (0.19) + EXISTING DEVELOPED AREA (0.33) = 0.52 ACRES sic sic sic sic sic sic sic sic sic REMOVE VAOR BUILDING • • Ippr oo • 0 walk _ • 0 et di sic aic aic sic sic REMOVE TACAN MONITOR TOWER dig are REMOVE BUEC/RCO TOWER E sic sic alic Lj alic aic sic sic sic sic • IN MINIM MINIM MINIM MINIM MINIM MI • IN IN MINIM MINIM MINIM MINIM MINIM MINIM MINIM • MINIM MINIM MINIM MINIM MINIM MINIM MINIM MI. • IN MINIM MINIM MINIM MINIM MINIM MINIM MINIM • MINIM MINIM MINIM MINIM MINIM MINIM MINIM MI MI. IN MINIM MINIM MINIM MINIM MINIM M1E1E010E0 ••• ••• ••• ••• ••• ••• ••• mown ••• usu•••mnucum•Immmmmmunmmmmumu•mmumunmmm•Inmnmlcum•Inmnmlcum•Immmmmmu•mncuunmmmmmumunmmm•Inmmucum•IImmummumunmunmmmu•mncuum•m•Inmmrcum•Inmmucum•IImmummumu•mmuunmsn•ucuum•m•Immuulcum•IImmummumu•mnuummmunmmuunmmmmIIucuumu••Immuulcum•IImmummumu•Inmnmlcum•nnmmnmmmmImar sic sic sic sic sic sic sic sic sic sic sic sic sic OLD VOR FOOTPRINT - LIMITS OF EXISTING FILL sic sic sic sic WETLAND sic sic sic sic sic sic sic Ale sic Ale sic sic sic sic sic sic sic PARSONS PTSI Managed Services Inc. 3800 Camp Creek Pkwy Building *2400, Suite 106 Atlanta, GA 30331 404.766.1693 404.559.1715 (Fax) COA: PEF006471 EXP 6/30/2022 RELEASED FOR: PERMITTING SUBMITTAL-08/03/2021 REV APPROVED DATE DESCRIPTION JCN DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION IMPLEMENTATION CENTER/REGION REDLINE DATE APVD CITY, STATE VOR CONVERT TO DOPPLER EXISTING CONDITIONS WETLAND PERMITTING WILMINGTON WILMINGTON INTL AIRPORT NC REVIEWED BY PROJECT ENGINEER, ANI-380 DESIGNED DRAWN CHECKED SJ LER KD ISSUED BY ENGINEERING SERVICES NAVAIDS AIPPROVEMY PLATFORM MANAGER, ANI-380 DATE JCN 08/03/2021 DRAWING NO 1007127 REV ISSUE REASON ISSUED FOR: A SN9999999999 EDM: file.dgn 8 7 6 5 4 3 2 THIS DRAWING PRODUCED ON THE XXXXXXXXXX REGION MICROSTATION SYSTEM 8 7 6 5 i 4 3 2 1 NOTES H 1. ALL UNDERGROUND CABLE IN TRENCHES FOR THIS PROJECT SHALL H 69 W z W <13 F E D C B A WARNING TAPE, SEE NOTE 16 (TYPICAL) TRENCH BACKFILLED TO 95% COMPACTION (TYPICAL) v,4 // 1 • e 6" 6" 6" 11-6" CABLE TRENCH Mb- #4/0 INTERCONNECT CABLE RGSC E001 NOT TO SCALE SEE NOTES 1 AND 17 ALUMINUM STANDOFF BRACKET SIDE VIEW RED INSULATORS 4" X 12" COPPER GROUND BAR RED INSULATORS 7" X 15" PLEXIGLAS PROTECTION COVER STAINLESS STEEL HEX HEAD BOLTS 7/16" DIA HOLES (TYP 18) / /12" -0 O O O O f} O GROUND BAR FRONT VIEW 4 GROUND BAR DETAILS E001 NOT TO SCALE 1 1/2" GREEN WITH ORANGE SLASHES, BLACK LETTERING 3/8" HIGH CAUTION V77 MULTI -POINT GROUND 2� MULTI -POINT LABEL E001 NOT TO SCALE FINISH GRADE 0 TO NEXT GROUND ROD i= 11E1 11E1 I =1 11E1 11E1 11E1 II— 1711-11171-1 II— II 00 #4/0 BSDC EES COMPACT EARTH FILL II 111E111E111-1 z =III=III=III=111— #4/0 BSDC EES TO NEXT GROUND ROD 3/4"x 10'-0" COPPER -CLAD 5 GROUND ROD/EES INSTALLATION E001 NOT TO SCALE 3 21-0" H3Il / 1 0 i N I' REIL 11 3" 12" 3"f' i TYPICAL CABLE MARKER "P" FOR POWER "C" FOR CONTROL "P AND C" FOR POWER AND CONTROL 2'X2'X6" CONCRETE MARKER E001 NOT TO SCALE SEE NOTES 8,9,10,11,12,13,14, AND 15 PAINT, SEE NOTE 9 SEE NOTE 14 =1 =1 1=1 1=1 =1 1 I I=ll 1 I I-ll III-III=1 I I�`� —' � I-III-Ti_i14 1" CHAMFER °o°o01-1 11-1 11-1 11E1 11E1 I °�I I I—III—III=1 I I —I 11= 1=1 1 III1111 III1 III I' oQ Ti1 I I�= i bo L 21-0" A 'I CABLE MARKER SECTION E0011 NOT TO SCALE BE INSTALLED IN RGSC UNLESS OTHERWISE INDICATED. 2. not used. 3. HANDHOLE SIZE REFER AS INSIDE DIMENSION 36"X36"X42"D. 4. CABLE AND CONDUIT SHALL BE INSTALLED IN ACCORDANCE WITH FAA-C-1391 E. 5. WHERE A CONFLICT EXIST BETWEEN THIS DRAWING AND LOCAL INSTALLATION CODES AND REQUIREMENTS, THE MORE STRINGENT REQUIREMENT SHALL BE FOLLOWED. 6. DETAIL SHOWN FOR MULTIPLE CONDUITS; ADJUST ACCORDINGLY FOR NUMBER OF CONDUITS INDICATED ON SITES SPECIFIC PLANS. 7. ALL CONDUITS SHALL BE A MINIMUM OF 36" BELOW FINISHED GRADE, EXCEPT WHEN NOTED. 8. PROVIDE CABLE MARKER AT 200'INTERVALS AND AT EVERY CHANGE IN DIRECTION. 9. TOP SURFACE OF CABLE MARKER PAINTED INTERNATIONAL ORANGE A MINIMUM OF 24 HOURS AFTER SETTING THE MARKER. THE PAINT IS SPECIFICALLY FOR UNCURED EXTERIOR CONCRETE. 10. EACH CABLE MARKER HAS THE FOLLOWING INFORMATION IMPRESSED INTO THE CONCRETE'S TOP SURFACE WHILE THE CONCRETE IS WET: A. THE WORDS "FAA" AND "CABLE" OR "DUCT" B. THE NAME OF THE FACILITY SERVED, SUCH AS "REIL", OR "LOM" C. THE TYPE OF CABLE INSTALLED. "P" FOR POWER, "RF" FOR COAXIAL, AND/OR "C" FOR CONTROL D. AN ARROW INDICATING THE DIRECTION OR THE CHANGE OF THE CABLE RUN E. ANY ADDITIONAL INFORMATION AS DIRECTED BY THE RE. F. ALL ITEMS TO BE 3" MINIMUM FROM THE MARKER EDGES G. NUMBER OF CONDUITS AND SIZE (I.E. 3W3 IS 3 CONDUITS OF 3" DIA) 11. SCRIBING IN LIEU OF IMPRESSING IS NOT ACCEPTABLE. 12. BLOCK LETTERS ARE 4" HIGH, 3" WIDE, AND 1/2" DEEP. 13. CABLE MARKERS INSTALLED OVER EACH END OF ANY DUCT AND/OR DUCT BANK. THE CABLE MARKER'S TOP SURFACE IMPRESSED WITH THE WORD "DUCT", THE NUMBER AND SIZE OF CONDUITS, AND THE LETTER DESIGNATION OF THE CABLE TYPES IN THE DUCT AND/OR DUCT BANK. 14. CABLE MARKERS ARE FLUSH WITH THE EXISTING GRADE. 15. A DUCT MARKER SHALL BE INSTALLED OVER AND 6" FROM EACH END OF ANY DUCT BANK OR BORE INSTALLED IN THIS CONTRACT. 16. PLASTIC WARNING TAPE 6 INCHES BELOW GRADE. 17. FOR EXCAVATION AND BACKFILL REQUIREMENTS SEE CIVIL DRAWINGS. DETAIL IS FOR CONDUIT AND DIRECT EARTH BURIAL. 18. THE CONTRACTOR SHALL PROVIDE A #2 GREEN TO GROUND THE HANDHOLE LID. THE CONNECTION TO #2 BSDC SHALL BE EXOTHERMIC WELD. PARSONS PTSI Managed Services Inc. 3800 Camp Creek Pkwy Building *2400, Suite 106 Atlanta, GA 30331 404.766.1693 404.559.1715 (Fax) COA: PEF006471 EXP 6/30/2022 RELEASED FOR: PERMITTING SUBMITTAL-08/03/2021 REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA VOR DOPPLER VORTAC MISCELLANEOUS ELECTRICAL DETAILS WILMINGTON WILMINGTON INTERNAIONAL AIRPORT NC suBMITTEDBZP�� P�� ��P� �RoP 0\\)\ 0\\)\ � \\\)\ PROJECT ENGINEER MGR: ENGINEERING - CENTER A REVIEWED BY G F E D C ISSUED FOR: A DESIGNED DRAWN CHECKED sj ISSUED BY DATE 08/03/2021 ENGINEERING SERVICES DRAWING NO LER NAVAIDS KD ILM-1007127-E001 JCN 1007127 REV 8 7 6 5 4 3 2 8 7 6 5 i 4 3 2 1 0 0 0 0 0 W z H COUNTERPOISE GENERAL NOTES F1, FOOTING TYPE, DISTRIBUTOR ROOM SEE SHEET XXXX, TYPICAL UNO EQUIPMENT BUILDING 0 0 T cO TS 8X8X5/8 0 0 COUNTERPOISE DISTRIBUTOR ROOM EQUIPMENT BUILDING ANTENNA SHELTER 0 0 0 DESIGN CRITERIA 1. APPLICABLE CODES: a. 2018 INTERNATIONAL BUILDING CODE b. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. C. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY FOR STRUCTURAL CONCRETE d. AISC STEEL CONSTRUCTION MANUAL, 15TH EDITION e. TIA-222-H, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS, TELECOMMUNICATIONS INDUSTRY ASSOCIATION G 2. DEAD LOAD: SELWEIGHT OF APPLICABLE MATERIALS G 0 TS 8X8X5/3 F2 TS 8X8X5/16 TS 8X8X5/8 F2 TS 8X8X5/8 0 T.O. DECKING EL = 75'-4" ± 1. 2L-4x3 1/2 x 3/8" 1 1 1 TS 8X8X5/8 TS 8X8X5/8 2L-4x3 1/2 x 3/8" 48 F © � �, � � ^\�+ CONCRETE NOTES S005 / H 1 1 1 2L-4x3 1/2 x 3/8" 3. LIVE LOAD: 250 PSF SLAB LOAD (CONSERVATIVE) 4. WIND: RISK CATEGORY: IV WIND SPEED: 159 MPH (STRENGTH LEVEL, 3-SEC GUST) EXPOSURE CATEGORY: C 5. SOIL DESIGN PARAMETERS: a. IBC PRESCRIPTIVEALLLOWABLE BEARING PRESSURE: 1,500 PSF b. SOIL -CONCRETE FRICTION ANGLE: 0.30 c. SOIL MODULUS OF SUBGRADE REACTION, 100 PCI (ASSUMED) TS 8X8X5/8 F2 0 6" SLAB ON GRADE WITH #5 @ 16" O.C. EACH WAY, 6-MIL VAPOR BARRIER OVER 4" MIN BASE COURSE (TYPICAL) TS 8X8X5/8 E/ 4" CON STOOP W/ #5 REBAR a416" O.C., 2' CIR 0 T.O. C. EL 21.83' F1 F1 F1 F1 F1 TS 8X8X5/8 F1 1. CAST -IN -PLACE CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH (fc) OF 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. 2. REINFORCING STEEL SHALL BE DEFORMED BILLET STEELASTM A615 GRADE 60. 3. UNLESS OTHERWISE NOTED, PROVIDE 3/4" CHAMFER AT ALL EXPOSED EDGES 4. ALL REINFORCEMENT IN CAST -IN -PLACE NON-PRESSTRESSED CONCRETE SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS UNLESS NOTED OTHERWISE: (a) TOP OF FOUNDATION 2 INCHES (b) BOTTOM AND SIDES OF FOUNDATION 3 INCHES 7TS 8X8X5/8 \0 E 5. ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE 2 SECTION IN ACCORDANCE WITH SP-66, AMERICAN CONCRETE INSTITUTE DETAILING MANUAL (LATEST EDITION). 0 1\ FOUNDATION PLAN �S001 SCALE: 1/8" = 1'-0" D COUNTERPOISE DISTRIBUTOR ROOM / ANTENNA SHELTER EQUIPMENT BUILDING S001 SCALE: 1/8" = 1'-0" COUNTERPOISE DISTRIBUTOR ROOM EQUIPMENT BUILDING 6. REINFORING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF THE CONCRETE REINFORCING STEEL INSTITUTE. 7. REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLEE NOTED OTHERWISE. T.O. DECKING A EL = 75'-4" ± 1 1N1 1 1 1 1 Q I 11 1 _ 1 1 C C 10 10K o I0 ANTENNA SHELTER DISTRIBUTOR ROOM SHELTER BELOW COUNTERPOISE 0 0 0 1 1 1 B A 0 00 L17 CO CO T.O. C. EL 21.83' V 0 F1 F3 3 TOS EL. 46'-10" TOG EL. 63'-5 1/2" ± TOS EL. 63'-4" 00 LO co x 00 U) 2L 4x3 1/2 x 3/8" 00 CO CO H T IIHH ITI F2 4'x3'x5" CON. PAD EL. 21.83' SECTION 0 ITO N S00v SCALE: 1/8" = 1'-0" ITIIITI= F2 F1 00 co X co 0) CO 0 F1 32'-6" - • IIIEHE ,IITI- SECTION SCALE: 1/8" = 1'-0" 1If=IIIE HI=U' F1 8' 0 8' 16' pm SCALE: 1/8" = 1'-0" PARSONS PTSI Managed Services Inc. 3800 Camp Creek Pkwy Building *2400, Suite 106 Atlanta, GA 30331 404.766.1693 404.559.1715 (Fax) COA: PEF006471 EXP 6/30/2022 RELEASED FOR: PERMITTING SUBMITTAL-08/03/2021 REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION ATO - TECHNICAL OPERATIONS np EASTERN SERVICE AREA VOR FOUNDATION PLAN AND ELEVATIONS WILMINGTON WILMINGTON INTL AIRPORT NC REVIEWED BY SUBMITTED ", RIGII �SIGNE�/ Y: �� � PROV OR L sl BY: ,� \P �P �P P P �P \P �P �P PROJECT ENGINEER MGR: ENGINEERING -CENTER A DESIGNED DRAWN CHECKED ISSUED BY DATE JCN 08/03/2021 s J ENGINEERING SERVICES DRAWING NO LER NAVAIDS ILM-1007127-S001 KD 1007127 REV ISSUED FOR: AS -BUILT c AC 0 0 0 w 8 7 6 5 4 3 2 THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM 8 7 6 5 i 4 3 2 1 H H w 1= G F E D C B A 5-#5 Doi o �D ?Dso O)Oo, 0 00(00� -40 3' -0" 1 SECTION S002 SCALE: 1" = 1'-0" 0 6" THK CONC SLAB #6 SEE PLAN R°o0o00o 0 FINISHED FLOOR EL 4" MIN CLEAN CRUSHED ROCK 5 - @ 10"C 5-#5 FOOTING SCHEDULE MARK DIMENSIONS WxL THICKNESS „T., REINCFORCING REMARKS m 3.5' x 3.5' 12" (3) #6 18"O.C., EW., T&B 3" CLR. BOTTOM AND SIDES 2" CLR. TOP • 6' x 6' 12" (5) #6 16"O.C., EW., T&B 3" CLR. BOTTOM AND SIDES 2" CLR. TOP PARSONS PTSI Managed Services Inc. 3800 Camp Creek Pkwy Building *2400, Suite 106 Atlanta, GA 30331 404.766.1693 404.559.1715 (Fax) COA: PEF006471 EXP 6/30/2022 RELEASED FOR: PERMITTING SUBMITTAL-08/03/2021 REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA WILMINGTON REVIEWED BY VOR DOPPLER VOR/TACAN FOOTING SHEDULE AND DETAILS SUBMITTED1, WILMINGTON INTL AIRPORT 0 , P� P� PROP P� NC t=.• �PFLP-0 DESIGNED DRAWN CHECKED SJ LER KD ISSUED BY ENGINEERING SERVICES NAVAIDS DATE DRAWING NO 08/03/2021 JCN ILM-1007127-S002 1007127 REV G F E D C CONSTRUCTION ISSUED FOR: 8 7 6 5 4 3 2 1 THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM 8 7 6 5 i 4 3 2 1 NOTES W z z w 1- H 11-6" 1. CONCRETE MUST DEVELOP 4000 PSI IN 28 DAYS, WITH A MAXIMUM SLUMP OF H 4" +/- 1". MAXIMUM AGGREGATE SIZE MUST BE 3/4". G F E D C B A GALVANIZED ANGLE RUNNERS SEE DETAIL C/S001 GALVANIZED ANGLE RUNNERS SEE DETAIL C/S001 VAPOR BARRIER SEE NOTE 2 #5 REBAR @12"O.C. EACH WAY 1" CHAMFER (TYP) SHELTER FOUNDATION DETAIL SCALE: 1/2" = 1'-0" 1" CHAMFER (TYP) co 1111111 1111111 4000 PSI CONCRETE COMPACTED SUBGRADE SEE NOTE 2 #5 REBAR @ 12" O.C. EACH WAY IIIIIII IIIIIII IIIIIII IIII CONCRETE E/G PAD DETAIL SCALE: 1/2" = 1'-0" A IYP. *4 REBAR a1 �, 'A" rV" ANCHORS 8" TYP. A 3B" 66" PRIMARY CONDUITS WINDOW SECONDARY CONDUITS WINDOW 22" 36" 3.1/2" 62" PLAN VIEW 04 REBAR ALL SERVICE CONDUITS TO BE WITHIN THE 30" WIDE WINDOW 6' 2-112" J NOTES: SECTION 'A -A' FINISHED GRADE 1. PRECAST PAD SUPPLIERS ARE REQUIRED TO PROVIDE THE PACS WITH RECESSED "AN" ANCHORS, TO BE USED FOR LIFTING THE PADS. ENERGYDui■ ,wwirr+� MAHAN REVISED BY CHICO APPR. SMALL FLAT PAD SPECIFICATIONS DEC DEM DEP DEF x PAGE 5 4000 PSI - CONCRETE 6" LAYER #57 STONE COMPACTED SUBGRADE SEE NOTE 2 GRAVEL MAINTENANCE AREA EXISTING GRAVEL MAINTENANCE AREA BUILDING A SMALL FLAT PAD STEP 1: DIG A HOLE LARGE ENOUGH FOR THE TWO PRIMARY CONDUIT ELBOWS TO BE POSITIONED IN THE CENTER OF THE PRIMARY SIDE OF THE PAD WINDOW OPENING. THE HOLE SHOULD RE APPROXIMATELY 36 INCHES DEEP IN ORDER FOR THE CONDUIT END TO BE FLUSH WITH THE TOP OF THE PAD WHEN COMPLETED. THE HOLE SHOULD ALSO BE LARGE ENOUGH TO ACCOMMODATE THE CONDUITS FOR THE SECONDARY CONDUCTORS IN THE SECONDARY SIDE OF THE WINDOW. NOTE: THE HOLE INDICATES THE FRONT OF THE TRANSFORMER PAD. THE PRIMARY CONDUITS SHOULD BE POINTED TOWARD THE FRONT OF THE PAD. THE PAD SHOULD BE LOCATED 50 THAT A MINIMUM OF 10 I t= Of CLEARANCE CAN BE MAINTAINED IN FRONT OF THE TRANSFORMER AND A MINIMUM OF 3 FEET OF CLEARANCE ON ALL OTHER SIDES. STEP 2: INSTALL TWO (2) CONDUIT ELBOWS IN THE BOTTOM OF THE HOLE FOR THE PRIMARY CONDUCTORS AS SPECIFIED BY DUKE ENERGY ENTERING FROM THE FRONT OF HOLE AND PLACED 50 THEY WILL COME UP IN THE CENTER OF THE PRIMARY SIDE OF THE WINDOW. TAPE BOTH ENDS OF CONDUITS COMPLETELY CLOSED. NOTE: THE CUSTOMER'S SECONDARY CONDUITS SHOULD Be INSTALLED AT THIS TIME. IF THE CUSTOMER I5 PROVIDING THE SERVICE CONDUCTORS TO THE TRANSFORMER, THEY MAY ELECT TO ENTER THE SECONDARY SIDE OF THE WINDOW FROM THE FRONT, REAR OR RIGHT SIDE. IF DUKE ENERGY IS PROVIDING THE SERVICE CONDUCTORS, ALL CONDUITS MUST ENTER FROM THE FRONT OF THE PAD. r--- 3d" F WINDOW OPENING —1-4 OF THE PAD I PRIMARY CONDUITS WINDOW L SECON DARY CONDUITS WINDOW FRONT TOP VIEW STEP 3: FILL AND TAMP THE HOLE BACK WITH LEVELED, COMPACTED SOIL TO FINAL GRADE SUCH THAT THE CONDUITS EXTEND 6 INCHES OUT OF THE GROUND (OR THE WIDTH OF A STANDARD 2-INCH BY 6-INCH BOARD). MAKE SURE CONDUITS ENTER CORRECTLY IN THE PRIMARY AND SECONDARY SIDE OF THE PAD WINDOW OPENING. IDUKE ENERGY. 2 0 anima MUKAN LAWN. REVISED BY CHK'D APPR. BUILDING A SMALL FLAT PAD DEC DEM DEP DEF x PAGE 25 TRANSFORMER PAD DETAILS NOT TO SCALE SEE SPECS. MUST BE INSPECTED BY DUKE ENERGY PRIOR TO POURING CONCRETE. 5' X 5' CONCRETE STOOP FLUSH WITH TOP OF SHELTER FOUNDATION EXISTING GRAVEL EXPANSION JOINT SLOPE AWAY TO MATCH EXISTING 6X6XW2.9XW2.9 WWF 6" LAYER OF #57 STONE 3 5' X 5' CONCRETE STOOP S003 NOT TO SCALE 1/8" SAW CUT JOINT SEALER X X CONTROL JOINTS (CJ) 3/4" 3/8" JOINT SEALER 1" DIA BACKER ROD 1 3/4" JET FUEL RESISTANT PREMOLDED JOINT MATERIAL EXPANSION JOINTS (EJ) JOINT DETAILS NOT TO SCALE 2. SUBGRADE MUST BE THOROUGHLY TAMPED AND COMPACTED TO 95% PROCTOR DENSITY AT OPTIMUM WATER CONTENT. A 10 MIL VAPOR RETARDER (VISQUEEN OR EQUIVALENT) TO BE PLACED ON SUBGRADE BEFORE POURING CONCRETE. 3. THREADED RODS, NUTS, WASHERS MUST BE GALVANIZED PER ASTM-A36. 4. FURNISH & INSTALL ASTM A615 #4 DEFORMED REINFORCING BARS SPACED 12" O.C. EACH DIRECTION THROUGH SLAB. 3" REBAR CHAIRS SHALL BE USED ON BOTTOM LAYER. 5. CONTROL JOINTS MUST BE 1-1/2" DEEP ENTIRE WIDTH OF SLAB. SAW JOINTS BEFORE DRYING SHRINKAGE STRESS BECOMES LARGE ENOUGH TO PRODUCE CRACKING (8 HOURS AFTER CONCRETE IS POURED). MAKE SURE CONCRETE HARDENS SUFFICIENTLY TO PREVENT AGGREGATES FROM BEING DISLODGED FROM SAW. 6. ALL SPLICES IN THE LONGITUDINAL DIRECTION MUST HAVE A MINIMUM OVERLAP DISTANCE OF TWENTY (20) TIMES THE BARS DIAMETER AND MUST BE TIED IN SUCH A MANNER THAT THE ENDS ACHIEVE FULL CONTACT WITH EACH OTHER. TIES SHALL BE POSITIONED SO THAT ADJACENT SPLICES WILL ALTERNATE TOP AND BOTTOM POSITIONING. 7. CONCRETE FOUNDATION MUST BE LEVEL WITHIN 1/8" TOLERANCE. 8. ANGLE IRON RUNNERS ARE DESIGNED TO AID IN SLIDING SHELTER INTO POSITION BENEATH THE ELEVATED COUNTERPOISE. ONCE SHELTER IS IN PLACE, THE ANGLE IRONS ARE TO BE REMOVED SO THAT SHELTER BEARS FIRMLY AND UNIFORMLY ON THE NEW CONCRETE SLAB. 9. THE CONTRACTOR MUST SUBMIT A PLAN FOR PLACING THE SHELTER ON THE SLAB. IF THIS PLAN IS APPROVED WITHOUT THE NEED FOR SLIDING THE SHELTER INTO PLACE, THEN THE ANGLE IRON RUNNERS ARE NOT NECESSARY AND CAN BE CONSIDERED OPTIONAL. PARSONS PTSI Managed Services Inc. 3800 Camp Creek Pkwy Building *2400, Suite 106 Atlanta, GA 30331 404.766.1693 404.559.1715 (Fax) COA: PEF006471 EXP 6/30/2022 RELEASED FOR: PERMITTING SUBMITTAL-08/03/2021 REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA WILMINGTON VOR DOPPLER VOR/TACAN SHELTER FOUNDATION, EG PAD, AND TRANSFORMER PAD DETAILS WILMINGTON INTL AIRPORT REVIEWED BY SUBMITTED :kVP P,4 P�� P, PRO Pam, \\ Ps' \)''s \)''s \)'1'1 NC t=.• 0\PFLP����P� DESIGNED DRAWN CHECKED SJ LER KD ISSUED BY ENGINEERING SERVICES NAVAIDS DATE DRAWING NO 08/03/2021 JCN ILM-1007127-S003 1007127 REV G F E D C CONSTRUCTION ISSUED FOR: z 0 0 ALA N J 0 w 8 7 6 5 4 3 2 1 THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM 8 7 6 5 i 4 3 2 1 CAP(TYP) H / H G F E D C B A 1-5/8" SS PERFORATED CHANNEL W/END CAP AND SS NUTS, BOLTS WASHERS AND CLAMPS (TYP) 0 1 N x 2 1" PVC, TYP. 6'-5" 0 0 0 0 0 0 0 I'I j•L . • r ID FOUNDATION, 8'-0" X 3'-0" X 2'-6", NOTE 3 • P°X D L RGSC CAP 2" RGSC CUT TO LENGTH TOP OF CONCRETE D D ° D D p• P D D- • ° °• 4 WWF D • � D X X D p • . X 2 SUPPORT LEG DETAIL S004 NOT TO SCALE (TYP 2 PLACES) 3 S004 D e 49..• D X e D p . D .. •p• D I doD c 4 S004 . P R P. Df DD x sXD . • D D`.`-•. ..LI ..g. BACK 0 6" (TYP) / yR .`n • „ . D• pI I D D D D •D L 6 X 6 W2.9/W2.9 WWF IN TOP 15" OF FOUNDATION 0 c0 1" CHAMFER, TYP. „BLOCK NUT (DOUBLE) a 2 LOCK NUT RGSC CUT TO LENGTH FINISHED GRADE OF GRAVEL MAINTENANCE AREA LOCK NUT (DOUBLE) RGSC COUPLING TOP OF CONCRETE RGSC RGSC CONDUIT DETAIL NOT TO SCALE (TYP 2 PLACES) GROUND ROD ON EES, TYP. METER AND DISCONNECT RACK NOT TO SCALE -O 1" SCH. 40 PVC CUT TO LENGTH 1" SCH. 40 PVC COUPLING TOP OF CONCRETE 1" SCH. 40 PVC PVC CONDUIT DETAIL NOT TO SCALE (TYP 4 PLACES) 0 0 0 0 0 ° 0 DX D Pn X. .X. A D D DI D p• D p •' ° Da ° D • D D °Dt.I ° ° D ° • °!R IDI ° D ° p- X p ° p D p . 2.5" RGS TO SHELTER ° FRONT D ' a • ° e Do D . D o. • D L. �o • ��. •D • ^X DX o g 8 D ° . . ° D D • I . o ° °D • p • D D D • 4 fD D • 2" RGSC RACK LEG SUPPORT (TYP. 2) NOTES 1. SEE DRAWING -E002 FOR THE ELECTRICAL NOTES FOR THE GROUNDING, BONDING, LIGHTNING PROTECTION, AND CABLE TYPES AND SIZES FOR EQUIPMENT ON THE METER AND DISCONNECT RACK. 2. THE METER AND DISCONNECT RACK SHALL BE CENTERED ON THE FOUNDATION. 3. TYPE 1 PORTLAND CEMENT CONCRETE SHALL OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI A 28 DAYS. MAXIMUM SLUMP SHALL BE 3 INCHES. MAXIMUM AGGREGRATE SIZE SHALL BE 3/4". PARSONS PTSI Managed Services Inc. 3800 Camp Creek Pkwy Building *2400, Suite 106 Atlanta, GA 30331 404.766.1693 404.559.1715 (Fax) COA: PEF006471 EXP 6/30/2022 RELEASED FOR: PERMITTING SUBMITTAL-08/03/2021 REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION ATO — TECHNICAL OPERATIONS EASTERN SERVICE AREA VOR DOPPLER VOR/TACAN DISCONNECT RACK AND FOUNDATION DETAILS WILMINGTON REVIEWED BY SUBMITTED BYE WILMINGTON INTL AIRPORT 0 P� P� P� PROP P� NC 0o\PFLo\P� DESIGNED DRAWN CHECKED SJ LER KD ISSUED BY ENGINEERING SERVICES NAVAIDS DATE DRAWING NO 08/03/2021 JCN ILM-1007127-S004 1007127 REV G F E D C CONSTRUCTION ISSUED FOR: z 0 Aw J 0 w 8 7 6 5 4 3 2 1 THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM 8 1 7 6 5 i 4 3 2 1 H H G F E D C B A IMPORTANT: ORIENT THE SQUARE SURFACE OF THE PEDESTAL TO ALIGN WITH THE TOWER TILT -DOWN DIRECTION. SEE SHT. ES01. REINFORCING STEEL SHALL BE GRADE 60. 3/4"x 3/4" CHAMFERED EDGES FINISHED GRADE 9.45" 9.45" 0/ 36" SQUARE • 4 NO. 31 'TIES INSTALLED ON ALTERNATE SQUARE TIES (SEE SECTION BELOW) 12 NO. 6 BARS WITH 6" BEND TOP AND BOTTOM CAUTION: ASSURE THAT PILE CAP SURFACE IS CLEAN AND DRY, WHEN POURING CONCRETE PEDESTAL 1 -1- 1 .t a 6'-6" SQ. CONCRETE PILE GAP 0 3'-6" SQ. 1 1 1) 1 I • 12 NO. 6 VERT. BARS, EQUALLY SPACED AS SHOWN TOP OF VERTICAL BARS BENT 6" LONG NO. 4 CLOSED SQUARE TIES (28"x 28") ANCHOR BOLTS SUPPLIED BY EXEL, 30mm (=1.18") DIA. x 500mm (= 19.68") LONG, ACCURATELY INSTALLED USING TEMPLATE. FULL CONSOLIDATION OF CONCRETE AROUND ANCHOR BOLTS IS CRITICAL. 1'-10" (MONITOR ANT. TOWER) 4 PC FOUNDATION PILE CAP - FOR REINFORCING, SEE SHT. S113 FOUR 14" DIA. AUGER -CAST PILES - 20 FEET DEEP (MIN) SEE SHT. S113 EXEL TOWER FOUNDATION DETAIL - SECTION S005 NOT TO SCALE GENERAL NOTES 1 CONTRACTOR SHALL FURNISH AND INSTALL TWO "EXEC" TYPE "X" TILT -DOWN TOWERS, AS MANUFACTURED BY EXEL COMPOSITES (FINLAND). THE EXEL TOWER SHALL BE SUPPLIED WITH A SIZE D14 GRIGRI SAFETY CATCH, LOCKING CARABINER, AND 7/16" (11 mm) ROPE. TOWER LOWERING EQUIPMENT AND PERSONAL PROTECTION EQUIPMENT (PPE) WILL BE STORED IN THE BASE BUILDING. 2. TOWERS SHALL BE DESIGNED TO WITHSTAND 145 MPH WIND VELOCITY (3-SEC. GUST) WHILE IN RAISED AND LOCKED POSITION, WITH ANTENNAS AND OTHER ITEMS INSTALLED AS SHOWN. PROVIDE MANUFACTURER'S CERTIFICATION. 3. MATERIALS SHALL BE HOT DIP GALVANIZED STEEL, STAINLESS STEEL, OR FIBERGLASS. 4. ALL ITEMS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, EXCEPT ITEMS SPECIFICALLY NOTED AS "FURNISHED AND INSTALLED BY FAA." 5. FURNISH DETAILED SUBMITTALS OF ALL ITEMS, FOR APPROVAL BY ENGINEER AND FAA PRIOR TO ORDERING. 2" SCH 80 PVC CONDUITS (TYP 2 PLCS) FINISHED GRADE MAINTENANCE AREA GRAVEL OR ASPHALT SEE SITE LAYOUT COMPACTED SUBGRADE 8" DIA CONCRETE PIER (TYPE I OR IA, 3,000 PSI) 3" SCH 80 PVC SLEEVE 2'_0" 2" SCH 80 PVC o°"O.J°"o °"o.�°"o O-e po0 pQ-4 pp5 g �aboa� C /1 II I oOp(7Op o• If I oo° Ooo O•• IIIIII III III p �, - ' 1 III I I 1 1 H11 oI 10 111 1ILI11 Ell 1 1 1=III=1 1 °I i r III=III=1 2" SCH 80 PVC 90° BEND, (TYP 2 PLCS) REMOVABLE o 60 8 . a d z 0 N 2 REMOVABLE MAINTENANCE STAND S005 NOT TO SCALE PARSONS PTSI Managed Services Inc. 3800 Camp Creek Pkwy Building *2400, Suite 106 Atlanta, GA 30331 404.766.1693 404.559.1715 (Fax) COA: PEF006471 EXP 6/30/2022 RELEASED FOR: PERMITTING SUBMITTAL-08/03/2021 REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA WILMINGTON REVIEWED BY VOR DOPPLER VOR/TACAN EXEL TOWER FOUNDATION DETAILS SUBMITTED BYE WILMINGTON INTL AIRPORT 0 0 P� PO PROP , NC 00\ .• 0 DESIGNED DRAWN CHECKED SJ LER KD ISSUED BY ENGINEERING SERVICES NAVAIDS DATE DRAWING NO 08/03/2021 JCN ILM-1007127-S005 1007127 REV G F E D C CONSTRUCTION ISSUED FOR: z 0 M Aw N J 0 w 8 7 6 5 4 3 2 1 THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM 8 7 6 5 i 4 3 2 1 H G F E D C B TOTAL WEIGHT OF ALL COMPONENTS MOUNTED ON TOP OF MONITOR TOWER: APPROXIMATELY 100 LB. TOTAL PROJECTED AREA: APPROX. 7.0 SQ. FT. 0 NJ GSP INDICATES GALVANIZED STEEL PIPE CLEAN & APPLY COLD-GALV. TO THREADS 1,7 GALV. REDUCING COUPLING 5' ± 2" DIA. COPPER a CD 0 0 0 E DOPPLER MONITOR ANTENNA ASSEMBLY ( FURNISHED AND INSTALLED BY FAA ) 1°F II� 0 2"± DIA. +I N u NJ 4 'ANTENNA CABLES BY FAA PLASTIC BUSHINGS S.S. STRAPS 135° CONDUIT BEND 5' f BULLET TIP J a0 zQ O z 1-1- o'= a /4" (1.66" OD) GSP GALV. CAP AIR TERMINAL PIPE MOUNT NO. 4/0 BSDC ( GROUND/LIGHTNING DOWNLEAD ) r"7 S.S. STRAP DIA. DUAL RED L-810 OBSTRUCTION LIGHT L N II II —1" (1.32" OD) RGSC II II t1 3/4" LIQUIDTIGHT FLEXIBLE CONDUIT 5' 2" RGSC ( ANTENNA CABLES ) 3/4" RGSC ( OBSTRUCTION LIGHT POWER ) RCO AND FLIGHT CHECK ANTENNAS ( FURNISHED AND INSTALLED BY FAA ) EQUIPMENT MOUNTING ARM AND ANTENNA MOUNTING HARDWARE, SUPPLIED BY TOWER MANUFACTURER. CONTRACTOR SHALL PROVIDE INFORMATION TO THE TOWER MFR. FOR ALL TOWER -MOUNTED ITEMS INCLUDING OBSTRUCTION LIGHT AND AIR TERMINAL MAST, SO THAT THE PROPER MOUNTINGS AND HARDWARE WILL BE PROVIDED. SEE FLAG NOTE 5. DETAIL - EQUIPMENT ON MONITOR ANTENNA TOWER NOT TO SCALE IN BOTH JUNCTION BOXES, CONTRACTOR SHALL LEAVE 10' OF SLACK IN HELIAX CABLES, FOR CONNECTION BY FAA. /\, / �\ / ,., ;\ ,' r' ,/ �' \ ��';, TOWER IN �\ ' '� '/\, ' %� \ ,' PORTABLE SUPPORT FINISHED GRADE LOWERED POSITION SEE FRONT VIEWS OF JUNCTION BOX, ABOVE 3" PVC -COATED RGSC 1/2" HELIAX CABLES (BY CONTRACTOR) : 3 FOR DME ANTENNA TOWER, AND 4 FOR MONITOR ANTENNA TOWER. SEE SHEET ES01 HINGE > \, v- ' 1`\,/ v- �� / \ ��', �,_ 3" PVC SCH. 40 CONDUIT CONVERT 3" PVC TO 3" PVC -COATED RGSC GROUND ROD WITH EXOTHERMIC WELD CONNECTIONS (SEE SHT. ES01) TERMINATE CONDUIT(S) AT TOP OF TOWER AS DIRECTED BY ENGINEER, USING LIQUIDTIGHT FLEXIBLE CONDUIT. TERMINATE THE NO. 4/0 BSDC DOWNLEAD AS DIRECTED BY THE ENGINEER. TOP (TILT DOWN) PORTION OF THE SPECIFIED "EXEL" TOWER IS STRUCTURAL FIBERGLASS. 1 /\\ INSTALL NO. 4/0 BSDC STRAIGHT, AND ATTACH TO TOWER WITH STAINLESS STEEL STRAPS AT 4' MAX. INTERVALS. RIGID GALV. STEEL CONDUITS (RGSC) INSTALLED ON TOWER AND ATTACHED WITH STAINLESS STEEL STRAPS AT 4' MAX. INTERVALS. FOR BOTH TOWERS, PROVIDE ONE 2" CONDUIT FOR ANTENNA CABLES. FOR MONITOR TOWER ONLY, PROVIDE A SEPARATE 3/4" CONDUIT FOR POWER TO THE OBSTRUCTION (OB) LIGHT. FOR DME TOWER, INSTALL THE 120V OB LIGHT CONDUCTORS IN THE 2" CONDUIT WITH THE ANTENNA CABLES. ANTENNA CABLES UP THE TOWER WILL BE FURNISHED AND INSTALLED BY FAA. OB LIGHT POWER CONDUCTORS ARE BY CONTRACTOR. ,,,,,`'' '--X-- -'• ,� �' / \/ `/ / �''I `\ ,/ \,- ' /`\,/ \,, �' / \ i' / \ / — , CONVERT RGSC TO LIQUIDTIGHT FLEXIBLE CONDUITS WITH SUFFICIENT SLACK TO ALLOW THE TOWER TO BE LOWERED WITHOUT PLACING STRESS ON CABLES/CONDUCTORS OR CONDUIT CONNECTIONS. ALSO, REPLACE A PORTION OF THE NO. 4/0 BSDC LIGHTNING DOWNLEAD IN THE HINGE AREA WITH A FLEXIBLE BRAIDED COPPER STRAP, EQUAL OR GREATER IN CROSS -SECTIONAL AREA TO THE NO. 4/0 CONDUCTOR, AND ARRANGED TO AVOID STRESS ON THE DOWNLEAD WHEN THE TOWER IS LOWERED.O LOCKING DEVICE ROPE FOR LOWERING AND RAISING - SHALL BE STORED IN BOX IN BASE BLDG. WHEN NOT IN USE BOND TO BASE OF TOWER - EXOTHERMIC WELD NO. 4/0 BSDC GROUND CONDUCTOR - SEE SHEET E002 PCV-COATED RGSC: 3/4" FOR DME ANTENNA TOWER, 1" FOR MONITOR ANTENNA TOWER. * DEPTHS ARE MINIMUM, BUT DO NOT EXCEED BY MORE THAN 6". ELEVATION VIEW OF TOWER NOT TO SCALE FLAG NOTES PROVIDE WEATHERPOOF STAINLESS STEEL JUNCTION BOXES AT BASE OF EACH TOWER, AS DETAILED AT LEFT. SECURELY MOUNT ON STAINLESS STEEL STRUTS, ATTACHED TO TOWER. ALL ATTACHMENT HARDWARE SHALL BE STAINLESS STEEL. NO. 4/0 GREEN INSULATED COPPER WIRE WITH RED TRACER TO BULKHEAD IN JUNCTION BOX, AND NO. 2 BSDC TO GROUND THE CONDUITS. BOND BOTH WIRES TO THE GROUND ROD USING THE EXOTHERMIC WEL METHOD. DUPLEX GFCI RECEPTACLE IN CAST ALUMINUM BOX WITH WEATHERPROOF COVER. ADDENDUM 1: PROVIDE SEPARATE NEUTRALS WEATHERPROOF CAST METAL BOX ( NOMINALLY 2" X 4" ) WITH 1" THREADED OPENINGS TOP & BOTTOM AND 3/4" OR 1" OPENING ON SIDE ATTACHMENT OF MOUNTING ARM, AIR TERMINAL MAST, AND OBSTRUCTION LIGHT MAST TO TOP OF TOWER SHALL BE DESIGNED BY THE TOWER MFR. (EXEL COMPOSITES) , AND ALL ATTACHMENT COMPONENTS SHALL BE PROVIDED BY THE TOWER MFR., TO INSURE COMPATIBILITY WITH THE TOWER DESIGN AND PREVENT VOIDING THE TOWER WARRANTY. BOTH PIPE MASTS SHALL BE THREADED AT THE BASE TO ALLOW REMOVAL OF THE MASTS. 2" RGSC UP TOWER ( SEE ELEVATION VIEW AT RIGHT ). ANTENNA CABLES WILL BE FURNISHED AND INSTALLED BY FAA. FOR DME TOWER, INSTALL OBSTRUCTION (OB ) LIGHT CONDUCTORS IN SAME CONDUIT; COORDINATE WITH FAA FOR CONCURRENT INSTALLATION WITH ANTENNA CABLES. FOR MONITOR TOWER, INSTALL A NYLON PULL CORD IN THE CONDUIT FOR USE BY FAA. WEATHERPROOF STAINLESS STEEL EQUIPMENT ENCLOSURES, 8" DEEP, WITH HINGED DOORS - HOFFMAN OR APPROVED EQUAL 24' GROUNDING BUSHING (TYP) 3" PVC -COATED RGSC WITH FOUR 1/2" HELIAX CABLES r 15"± 9"± COMMUNICATIONS #2 BSDC a w 0 BULKHEAD #4/0 POWER w w z 3/4" PVC -COATED RGSC WITH THREE NO. 10 THWN (BLK/WHT/GRN DME ANTENNA TOWER 3/4" RGSC WITH 3 NO. 12 THWN TO OBSTRUCTION LIGHTS SEPERATOR LEFT LOOSE WITH TUBE OF MARINE SELANT FOR INSTALLATION BY FAA 1" PVC -COATED RGSC WITH FIVE NO. 10 THWN ( RED/BLK/WHT/GRN ) 1 1/2" PVC ( SEE ELEVATION AT RIGHT ) MONITOR ANTENNA TOWER FRONT VIEW OF JUNCTION BOXES AT BASE OF TOWERS NOT TO SCALE PARSONS PTSI Managed Services Inc. 3800 Camp Creek Pkwy Building *2400, Suite 106 Atlanta, GA 30331 404.766.1693 404.559.1715 (Fax) COA: PEF006471 EXP 6/30/2022 RELEASED FOR: PERMITTING SUBMITTAL-08/03/2021 REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA VOR DOPPLER VOR/TACAN TACAN TOWER DETAILS WILMINGTON WILMINGTON INTL AIRPORT REVIEWED BY SUBMITTED �� �� � OV �P�PR�P! c �P qP. qP. NC 41, H G F E C ISSUED FOR: A PROJECT ENGINEER MGR: ENGINEERING - CENTER A DESIGNED ISSUED BY DATE SJ 08/03/2021 1007127 DRAWN ENGINEERING SERVICES DRAWING NO REV LER NAVAIDS ILM-1 0071 27-S006 CHECKED KD JCN 8 7 6 5 4 3 2 A