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HomeMy WebLinkAboutSLC International Airport Taxiway 00-095U n 0 U I 0 Lo Ln CW G Q Z ST. �sYl�n,� rs'Y s LUICIE �M.. J � a.l INDEX 1 COVER 2 SUMMARY OF RID QUANTITIES AND GENERAL NOTES 3 SAFETY PLAN 4 PHASING PLAN 5-5 GEOMETRY PLANS 7-8 PAVING AND GRADING PLANS 9 TYPICAL SECTIONS AND DETAILS 10-11 MARKING PLANS 12-19 EARTHWORK CROSS -SECTIONS E-1 GENERAL ELECTRICAL NOTES E-4, E-5 LIGHTING LAYOUT PLANS ff"L r P u N ! I E R"E, ' 7 a; x WILLIAM'"", HATFmIELD 1. x"N,� r1 + A*ITEM I I' O G-100 PERFORMANCE AND PAYMENT GUARANTEE L.S. 1 G-100 MOBILIZATION L. S. 1 G-100 MAINTENANCE OF TRAFFIC L. S. 1 P-151 CLEARING AND GRUBBING -- AC. 5.5 P-151 --- MILLING SY 4,800 --- P-152 UNCLASSIFIED EXCAVATION C. Y. 7,100 P-160 12" STABILIZED SUBGRADE S.Y. 8,500 P-211 8" L/MEROCK BASE COURSE S Y. _ 8,500 P-401 BITUMINOUS SURFACE COURSE TON _ 2,400 P-620 TAX/WA Y & RUNWA Y MARKING SF 2,300 D-701 36" REINFORCED CONCRE7E PIPE - CLASS V L.F. _ 200 D-751 INLET - TYPED EA. 2 D-790 TURBIDITY CURTAIN LF 500 ' T-901 SEEDING AND MULCHING S Y. 14,000 T-904 SODDING S. Y. 4,300 -- T-905 TOPSOIL S. Y. 18,300 L-108 7RENCH MINIMUM (8 X28) IN EARTH L.F; 100 L-108 HAND'EXCAVAIF (8X28) IN EARTH C.F. 200 - L 108 , HAND EXCAVATE. 18 X36" IN EARTH L.F 10 O L-108 gfA 5KV, 1/C, L-824 CONDUCTOR IN CONDUIT L.F. 4,500 L -108 f6, BARE COUN7ERP0/SE IN 7RENCH L. F. 3500 L-108 3 4" X 10 GROUND ROD EA, 6 L-110 1W2" SCHEDULE 40 PVC CONDUIT L.F. 2,500 L-110 1W2 SCHEDULE 40 PVC CONCRETE ENCASED DUCT L.F. 1000 L-125 L-861T MEDIUM INTENSITY TAX/WAY BASE EDGE LIGHT M 7D EA. 26 L-125 L-867 12" DIA ✓UAIC77ON BOX I EA. 6 Z-125 IDEN77FICATION OF EXIST. CABLES, DU07BANKS, FIX7UR S LS 1 L-125 REMOVE EXIS77NG EDGE LIGHTS LS. 1 L-125 INTERCEPT EXISTING DIRECT BURIED CIRCUIT EA. 4 L-125 L-850C MEDIUM IN7ENS/TY FLUSH MOUNIED RUNWAY EDGE LIGHTS EA. 2 L-125 L-858 GUIDANCE SIGN - 2 MODULE EA. 2 L-125 L-858 GUIDANCE SIGN - 3 MODULE EA. 3 ! G-100 MAINTENANCE OF TRAFFIC L. S. 1 P-151 CLEARING AND GRUBBING AC. 3.9 P-151 MILLING SY ' 900 P-152 UNCLASSIFIED EXCAVATON C Y, 3, 500 P-160 12" STABILIZED SUBGRADE S. Y. 5,700 P-211 8" LIMEROCK BASE COURSE S Y. 5,700 P-401 8/7ZIMINOUS SURFACE COURSE TON 1,200 P-6,20 TAX/WA Y & RUNWA Y MARKING SF 1,700 D-701 36" REINFORCED CONCRETE PIPE - CLASS V L.F. 150 D-751 INLET - TYPE D EA. 2 T-901 SEEDING AND MULCHING S Y. 9,800 T-904 SODDING S Y. 3,400 " T-905 TOPSOIL S Y. 13,200 L-108 gf8, 5KV, I C, L-824 CONDUCTOR /N CONDUIT L.F. 2,600 L-108 gf6, BARE COUN7ERP0/SE IN 7RENCH L.F. 2,300 L-108 3 4 X 10 GROUND ROD EA. 5 L-110 1W2"SCHEDULE 40 PVC CONDUIT L.F. 2,100 L-110 1W2 SCHEDULE 40 PVC CONCRETE ENCASED DUCT L.F. 150 L-125 L-861T MEDIUM /N7ENSITY TAXIWAY EDGE L/GHT,BASE MTD ` EA. 32 L-125 L-867 12" DIA ✓UNC77ON BOX EA. 4 L-125 INTERCEPT EXIS77NG DIRECT BURIED CIRCUIT EA. 5 L-125 L-858 GU/DANCE SIGN - 2 MODULE EA. 2 L-125 L-858 GU/DANCE SIGN - 3 MODULE EA. 4 ITEM DESCRIPTION ji G-100 MAINTENANCE OF TRAFFIC : L. S. 1 - P-151 CLEARING AND GRUBBING AC. 22 P-151 MILLING SY 2,900 P-152 UNCLASSIFIED EXCA VA 170 C Y, 1,100 P-160 12" STABILIZED SUBGRADE S. Y. 3,400 P-211 8" LIMEROCK' BASE COURSE S k 3400 P-401 BITUMINOUS SURFACE CO SF TON 750 P-620 TAXIW,4Y & RUNWAY MARKING S.F. 1,200 D-701 36" REINFORCED CONCRETE PIPE - CLASS V L.F. 150 D-751 INLET - TYPED EA. 2 T-901 SEEDING AND MULCHING S Y. ` 5,000 T-904 SODDING S.Y. 2,300 T-905 TOPSOIL S. Y. 7,300 L-108 AA, 5KV, VC L-824 COIIIIOUCTOR IN CONDUIT L.F. 1,800 L-108 jf6, BARE COUNTERPOISE #V 7RENCH Z.F. 1,650 L-108 3 4" X 10 GROUND ROD EA. 3 -110 1W2" SCHEDULE 40 PVC CONDUIT L.F. 1,500 L-110 1W2 SCHEDULE 40 PVC C NCRE7E ENCASED DUCT L.F. 150 _ L-125 L-861T MEDIUM INTENSITY TAXIWAY EDGE LIGHT,BASE MID EA.' 20 L-125 L-867 12" DIA ✓UNCTION BOX EA. 4 L-125 INTERCEPT EXIS77NG DIREC T BURIED CIRCUIT EA. 5 L-125 L-858 GUIDANCE SIGN - 2 MODULE EA. 2 L-125 L-858 GUIDANCE SIGN - 3 MODULE EA. 4 NORTH L NOTES SCALE 1. SCOPE OF WORK 7H4- PURPOSE OF THE PROJECT IS TO CON57RUCT A 50' WIDE TAX/WAY WITH 20' SOO SHOULDERS INCLUDING S/GNAGE, LIGHTING, MARKING AND DRAINAGE. SPECIFIC TASKS /N THE PROJECT INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING • CLEARING AND GRUBBING • CONS7RUCT ASPHALT PAVEMENT ( 4" OF ASPHALT ,8" OF L/MEROCK BASE, 12" STABILIZED SUBGRADE). • INSTALL CLASS V DRAINAGE PIPE AS SHOWN INCLUDING DRAINAGE STRUCTURES. • GRADE AND COMPACT AREA WITHIN GRADING LIMITS AS SHOWN • SOD SHOULDERS • INSTALL TAXIWAY EDGE LIGHTS AND GUIDANCE SIGNS AS SHOWN • STRIPING 2. SURVEY INFORMA77ON THE I LEVATIONS SHOWN` HEREON ARE BASED ON IRE NORTH AMERICA VER77CAL DATUM OF 1988 AND RE REFERENCED TO NATIONAL GEODE77C SURVEY. CONTACT WILLIAMS ,HATFIELD & STONER, INC. (WHS) AT (954) 566-,8341 PRIOR TO CONSTRUCTION FOR VER/FICA77ON OF HORIZONTAL AND VER77CAL CONTROL J. U77LITY COORDINA77 N AND R O ELOCA 770N UNDERGROUND U77LI77ES SHOWN A FROM RE TAKEN E OM FIELD INSPECTIONS, REV/EW OF RECORD DRAWINGS, AND SOME EXPOSURE OF SAID UTILITIES. HOWEVER, /T IS IMPERA77VE THAT THE CONTRACTOR COORD/NA IF Wl7H EACH U77LITY COMPANY TO ENSURE EXIS77NG FACILI77ES ARE LOCA7ED PROPERL Y 70 PREVENT IN7ER UPTION SERVICE. THE CON7RACTOR SHALL CONTACT ALL UTILITY OWNERS AND CONFIRM COCA IONS OF U77L/TIES NO LESS THAN 48 HOURS BEFORE BEGINNING CONSTRUC770N. UTILITY CONTACTS INCLUDE, BUT NOT LIMITED TO THE FOLLOWING. - A. BELL SOUTH: BILL MOORE, (561) 468-5538 B. ST LUCIE AVIA 77ON COUNTY AVAIA77ON AUTHORITY -PALL PHILLIPS, AIRPORT DIRECTOR (561) 462-1732 C FLORIDA POWER & LIGHT.• DAN HAYWOOD, (561) 221-2444 D. FPUA: KELLY BRAUN, (561) 466-1600 X-3350 (FOR WATER & SEWER LINE LOCADONS) E. SUNSHINE STAIF ONE CALL CEN7ER OF FLORIDA AT 1-800-432-4770 E CONTTACTOR IS RESPONSIBLE FOR ANY REQUIRED U77LI77ES IN THE STAGING AREA. 4. CONSTRUCTION RESPONSIBIL177ES UPON RECEIPT OF THE NOTICE -TO -PROCEED, THE CONTRACTOR SHALL CONTACT THE OWNER OR HIS DESIG, A7ED REPRESENTA7VE, ENGINEER OF RECORD, SUBCONTRACTORS, FLORIDA POWER & LIGHT, BELL SOU77/ AND ANY OTHER U77LITY COMPANY THAT MAYBE AFFECTED DUE TO CONS7RUC770N AND ARRANGE A PRE -CONSTRUCTION CONFERENCE. TOP/CS TO BE DISCUSSED AT THE PRE -CONSTRUCTION CONFERENCE INCLUDE, BUT ARE NOT LIMITED TO. - A. MAINTENANCE OF 7RAFFIC B. PROJECT SCHEDULE C. PROJECT WORK PLAN D. U77LITY LOCA770VVS E. OWNER REPRESENTATIVE INSPECTIONS AND COORDINAT/ON REQUIREMENTS .5- SUBMITTALS R105 TO THEIR CONSTRUC7ON OR INSTALLATION, SHOP DRAWINGS OR MA TER/AL DATA SHALL BE BM TIED TO AND APPROVED BY THE OWNER'S REPRESENTA7VE FOR THE FOLLOWING ITEMS• • G-100 MAINTENANCE OF TRAFFIC PLAN • P-401 JOB MIX FORMULA • D-701 RCP • D-751 DRAINAGE STRUCTURES r L-108 CABLE, COUNTERPO/SE, CONNECTORS • L-110 CONDUIT • L-125 JUNCTION BOXES, EDGE LIGHTS • L-126 GUIDANCE SIGNS J•. E EVENT THAT A LOSS OF SERVICE /YV CE OCCURS DUE TO DAMAGE TO AN EX/STING UT/CITY IT lS THE N' CO RACTOR S RESPONSIBILITY TO ARRANGE FOR TEMPORARY SERVICE UN77 PERMANENT SERVICE /S RESTORED. TEMPORARY SERVICE INCLUDES PAYMENT TO U770TY COMPANY TO RESTORE PERMANENT SER CE; 7. VAINOMNICE OF 7RAFFIC N ACTOR SHALL FOLLOW THE PHASING INCLUDED ON PAGE 4 OR SUBMIT AL7ERNAIF PHASING AN FOR APPROVAL M z M M r � V) Of 0 Lj J W Q N 0 u) ® w a py� • J u) V J F d' dS Z o °; Z O x J Q W k' LL NEn h" LLJ w L m z z z w � < Lo (!1 ig � z w rn J 0 Q Z lal N a z z o J � o a z 0 N Lu t j a 0 e' Ul III U. cc ®1 o 3 a. � z � c 3 o y � O+ 0 E o o Lo z M \ I rsoo o \ — — — 0 - - -- -- / ogcy 09 --- =VASI On=�" Z — wo a CRITICAL AREA • • r �:.,.y LOCALIZER CRITICAL AREA _*10 OI pI w�_ • — __ \ ALTERNATE s"ELEC a VALIET I ATC o \ \ \ • \ � \\\\ \\ gyp\ � ALTERNATE B . \ \ \ \ \\ \\ \\ 'CONTRACTOR'S \ \\ \\ STAGING AREA -..'..I \\\ a 4`I • � \\ \\ \ \ o •a . QC4 r — Vri_7 �� � ■ 0 \ lan— D ❑ I Dom \ \ ST. 6WQlFrE9iQARD \ \ SCALE 1 " = 400' fl U M Z M M V) yy CIQ Ld Lu J a - 04 O= o: 0 Lo 1 H� a to GENERAL NOTES: • J ul 1. VERTICAL CLEARANCE -FAR PART 77 w o Lo THE PLAN INDICATES THE ELEVATIONS ABOVE SEA LEVEL OF THE IMAGINARY SURFACES DEFINED IN Z PART 77 OF THE FEDERAL AVIATION REGULATIONS. CONSTRUCTION CRANES AND OTHER EQUIPMENT o o i< a PENETRATING THESE SURFACES ARE CONSIDERED OBSTRUCTIONS TO AIR NAVIGATION. PRIOR TO J a SUCH EQUIPMENT USE, FAA NOTIFICATIONS, APPROVALS AND SPECIAL OPERATING CONDITIONS MUST Lu • w • BE ESTABLISHED.LL to THE FAA AND THE AUTHORITY HAVE THE RIGHT TO REQUIRE ANY CONSTRUCTION EQUIPMENT PENETRATING A tr I- d THE IMAGINARY SURFACE TO BE REMOVED DUE TO WEATHER OR OTHER SPECIAL OPERATING CONDITIONS w w AT NO ADDITIONAL COST TO THE CONTRACT. SPECIAL OPERATING CONDITIONS RELATE TO CRANE Q z z AND OTHER EQUIPMENT USAGE AT OFF-PEAK HOURS. = z w Lo 2. RUNWAY AND TAXIWAY CLEARANCES THE FOLLOWING ARE GUIDELINES FOR CLEARANCES TO BE MAINTAINED WHILE WORKING NEAR ACTIVE Z Lu o °: RUNWAYS AND TAXIWAYS. THE PRESENCE OF EQUIPMENT OR OPEN EXCAVATION IN EXCESS OF 3" DEEP _ WITHIN THESE AREAS WILL REQUIRE CLOSING THE OPERATIONAL AREA OR SPECIAL OPERATING PROCEDURES. _a N ¢ o CONSTRUCTION WITHIN THIS AREAS SHALL BE COORDINATED IN ADVANCE, ON A CASE -BY -CASE BASIS. _J ZQ _ U � a A. DISTANCE FROM RUNWAY CENTERLINE 200 FEET o B. DISTANCE FROM TAXIWAY CENTERLINE 100 FEET C. RUNWAY APPROACH AREAS RUNWAY PROTECTION ZONE; SLOPE AS SHOWN _o a 3. MARKING HAZARDS ALL OPEN TRENCHES, STOCKPILED MATERIAL AND EXCAVATION NOT WITHIN THE AREAS DESCRIBED IN No. 2 SHALL BE PERMANENTLY MARKED WITH ORANGE FLAGS AND LIGHTED WITH FLASHING YELLOW LIGHT UNITS (ACCEPTABLE TO THE AUTHORITY AND THE FAA) DURING HOURS OF RESTRICTED VISIBILITY AND/OR DARKNESS.*NW 4. AIRCRAFT BLAST DUE TO THE PROXIMITY OF WORK AREAS TO AIRCRAFT MOVEMENT AREAS, ALL STOCKPILED MATERIAL AND CONSTRUCTION EQUIPMENT SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT FROM AIRCRAFT BLAST OR WIND. MATERIALS SHOULD NOT BE STORED NEAR AIRCRAFT TURNING AREAS OR MOVEMENT AREAS. SOV AV 5 DEBRIS. DIRT, ETC.. ON RUNWAYS, TAXIWAYS OR RAMPS ACTIVE RUNWAYS, TAXIWAYS AND RAMPS SHALL BE KEPT FREE OF ALL DEBRIS, DIRT OR ANY SUCH LOOSE MATERIALS AT ALL TIMES. MATERIAL TRACKED ONTO THESE AREAS WILL BE REMOVED INMEDIATELY. THE CONTRACTOR MUST KEEP A POWER BROOM WITH OPERATOR ON DUTY DURING ALL HAULING OPERATIONS ACROSS PAVEMENT IN USE BY AIRCRAFT. CONTINUOUS INSPECTIONS WILL BE HELD. WATERING MAY BE REQUIRED TO CONTROL DUST AS REQUIRED BY FAA AND THE AUTHORITY. 6. MOTORIZED VEHICLES A. VEHICLES (INCLUDING ALL CARS, TRUCKS, CONSTRUCTION EQUIPMENT, ETC.) ARE FORBIDDEN TO PENETRATE AIRCRAFT MOVEMENT AREAS OR RUNWAY APPROACH AREAS UNLESS THEY HAVE TWO-WAY VHF RADIO TUNED TO THE PROPER GROUND CONTROL FREQUENCY, 119.5MC. OR THEY ARE ESCORTED BY AN 0 AUTHORIZED VEHICLE HAVING THE REQUIRED RADIO, OR THEY ARE CONTROLLED BY FLAGMEN UNDER A 0. CONTROL PLAN APPROVED IN ADVANCE. B. ALL VEHICLES MUST OBTAIN CLEARANCE FROM THE CONTROL TOWER BEFORE ENTERING AIRCRAFT MOVEMENT a AREAS. C. THE CONTROL TOWER SHALL BE INFORMED OF ALL ACTIVITY WITHIN THE AIRCRAFT MOVEMENT AREAS. 7. COORDINATION Q c Q CONTRACTOR SHALL COORDINATE ACTIVITIES WITH LOCAL AIRPORT PERSONNEL ON A DAILY BASIS. O z G NOON OPON Z CC 8. SEE SAFETY DURING CONSTRUCTION PLANS IN SPECIFICATIONS. a 0 9. CONTRACTOR STAGING AREA Z J LL CONTRACTOR STAGING AREA IS AS SHOWN OR AS APPROVED BY THE AIRPORT AUTHORITY. SECURITY Ili: O d. SHALL BE PROVIDED BY THE CONTRACTOR AT HIS OWN OPTION. THE CONTRACTOR ASSUMES NO LU } RESPONSABILITY FOR SECURITY. THIS AREA SHALL BE UTILIZED FOR DAILY CONTRACTOR EQUIPMENT L- d V PARKING AND MATERIAL STORAGE, PENETRATION OF THE PART 77 SURFACE WILL NOT BE ALLOWED Z !! (— WITHOUT PRIOR APPROVAL. UPON COMPLETION OF THE PROJECT, THE AREA SHALL BE SODDED, = LLL LLI AND RESTORED TO A SMOOTH GRADED CONDITION ACCEPTABLE TO THE ENGINEER. THERE SHALL BE LL NO SEPARATE MEASUREMENT OR PAYMENT FOR THIS ITEM. � Qi d 10. NON -MOVEMENT AREA ; co' NON-MOMENTBY THE ATCT.0 �ANY AASO SHALL NOTIFY ATCT 0 cc MOVEMENTRWITHIN NONCONTROL-MOVEMENT NT AREASED PR ORTORUNWAY/TAXIWAY SAFETY AREAS. SUCH x 0 0 VIOLATORS WILL BE CHARGED A $10,000 FINE BY THE FAA FOR EACH INCURSION. .4 - LL UJ H N LEGEND IL 0 Ih E a= STAGING AREA o C 3: y r o o Z HAUL ROUTE/SITE ACCESS — 159 — ELEVATION OF FAR PART 77 IMAGINARY SURFACES TAXIWAY Al PROPOSED TAXIWAY NAMES PROJECT No. TAXIWAY A EXISTING TAXIWAY NAMES 5135.08 (� SHEET No. I _JI PROPOSED WORK AREA 3 �m >- PHASE 1A NOTES: DESCRIPTION M Construct Taxiway within Runway Safety Area REQUIRED ST&I Notice to Proceed REQUIRED COMPLETION z 0 24 Calendar days after notice to proceed this phase. 5 CONDITIONS REQUIRED TO START Of 1. Notom issued for Runway 9-27 Closure SEQUENCE OF WORK 2. Clear and grub 3. Install drainage pipe and structures 4. Subgrade, compact and rough grading. uj 5. Install conduit & wire for lighting. o 6. Construct limerock base & final grading. 7. Construct bituminous surface course. 8. Install light fixtures, and place marking, sod. z6 8. Clean up and perform 'substantial completion acceptance inspection. 9. Remove barricades. OPERATING CONDITONS 1. Runway 9-27 is closed. Work is to be performed between the Z to hours of 9:00pm and 7:00am. C1C o � W } N PHASE 1B NOTES: z W LO DESCRIPTION Uj Ii. Uj a • J Construct Taxiway between RAW 9-27 Safety Area and limits shown (%) LO I- ^ REQUIRED START o6 w oLo Notice to Proceed This Phase. This phase can run concurrently z o X with phase 1A ® a M L REQUIRED COMPLETION iIJ • rw 45 Calendar days after notice to proceed this phase. Lj (n V) W w ro CONDITIONS REQUIRED TO START Z Z 1. Notom issued for Construction within Safety Area z a LO SEQUENCE OF WORK z LO jr 1. Place Barricades and temporary edge lighting. -' z I 2. Clear and grub v7i a z 3. Install drainage pipe and structures J zz a 4. Subgradg, compact and rough grading. .e1 0 0 5. Install conduit & wire for lighting. z PROPOSL 0 WORK 6. Construct limerock base & final grading. o 7. Construct bituminous surface course. N - TEMPORARY EDGE LIGHTS 8. Install light fixtures, and place marking, sod. 8. Clean up and perform substantial completion acceptance inspection. �- MOT BAARICADES 9. Remove barricades. OPERATING CONDITONS Taxiway A is closed between Taxiways "B" and "E" PHASE, 2 NOTES: DESCRIPTION Construct Taxiway between Taxiways "A" and "D" REQUIRED START COMPLETION OF PHASE 16 REQUIRED CO PLETION }�• Calendar days after notice to proceed. CONDITIONS REQUIRED TO START 113' 2d. 1. NOTAM Issued for Taxiway E closure SEQUENCE OF WORK j 1. Place Barricades and temporary edge lighting. 0) 2. Clear and grub 0 z,® in 3. Install drainage pipe and structures W Z Olt 4. Subgrade, compact and rough grading. 4"°- - RUNWAY CENTERLINE 5. Install conduit & wire for lighting. j 6. Construct limerock base & final grading. -. tdt" CLOSED RUNWAY 7. Construct bituminous surface course. 8. Install light fixtures, and place marking, sod. cc (5 yd Y CL URE 9. Clean up and perform substantial completion acceptance inspection. I ,DETAIL Ow REFER T0. SAFETYDURING CONSTRUCTION emove barricades. -Co LU APPENDIX "A IN SPECIFICATIONS FOR DETAILS OPERATING @6NDITONS 9"'°" FL . Taxiway E is closed between Taxiways "B" and "A2" h - Taxiway D is closed between Taxiways "B" and "A2" (ice 0 Ll" LIJ �... j YELLOW FLASHING LIGHT INSTALLED ON. EACH TIE. OPERATING DAY AND NIGHT - YELLOW I® FLASHING 1/2"0 YELLOW NYLON ROPE PERPENDICULAR TO LINE OF WARNING LIGHT INSTALL 20" SQ. ORANGE FLAGS TIES UNLESS OTHERWISE NOTED. ED ON EACH BARREL (SEE NOTE 1) _rt < PAINT WHITE STRIPE (TYP). .• '• " 'a;.; 6" x 8" WOOD TIE _: ,. 3 8'-B" LONG 4 BAR MIN. 18" LONG 2 REQUIRED) 8"X 8"X 10' TIMBER PAINTED OR REFLECTORIZED "8- TAPE, ALTERNATE WHITE AND ORANGE REFLECTIVE STRIPES (P 3/4" 3 WIDE), ANCHOR NAILED TO EXISTING PAVEMENT. FILL HOLES WITH GROUT AFTER BARRICADES Dc DrUnWn N.T.S. NOTES: 1. SPACING 50' MAXIMUM, CENTER TO CENTER; OR AS DIRECTED BY 1I�11�E ENGINEER/OWNER. 2. USE WHERE AIRECTEO FOR EXCAVATION ADJACENT TO AIRCRAFT OPERATIONAL PAVEMENT. 3. PLACE 10' FROM EDGE OF PAVEMENT 55 GALLON DRUM FILLED WITH SAND OR CEMENT BLOCKS 200 LB MIN. (SEE NOTE 2) STEEL DRUM ° PAINT BRIGHT ORANGE (TYP) 12.5' 25' ( AX). BARREL BARRICADE N.T.S. NOTES; 1. FLASHING YELLOW LIGHTS SHALL BE BATTERY POWERED AND SHALL OPERATE CONTINUOUSLY AND INDEPENDENTLY OF EACH OTHER. 2. 20""x 20" SQUARE ORANGE FLAGS SHALL BE INSTALLED SO THAT THE FLAG IS ALWAYS IN THE EXTENDED POSITION. 3. PLACE 20' FROM EDGE OF PAVEMENT c1 o a. °- OD C 3 0 y Y a` rn O c a E o o 10 z N1 rn 0 o 0 v o PROJECT No. 5135.08 SHEET No. 4 STA: 10+35.62 1OFFSET- 334.73 R STA: 14+40.41 OFFSET 70.66 L 1 _��00 STA: 11*37.52 ST 14+92 74 OFFSET 338.78 R Y'�sf-T- 18.,89 L - - - - - - - - - - - - - - - - - - -- - - - - - - - --- - - - - - - - - NAIL _&_D1_SK- TA: 15+00. 00 OFFSET- 0. 00 L N 1150329.7594 250'S`S E 8620831982 OE 4N STA: 15+3I.63 OFFSET.'7500 R 250' awu"A� Aaa�a 6 -------------------- z U) bL 0 w w>- z > Zt ce� CLILfj Lf) 0 0 1 u) Ln cn of Gf 0a NORTH z 0. < 0 < Lu LJ SCALE U. Coe 40' F- Lu LU D 00 CD z Z Ld 2 0 0 < :D z Lij cf) z 0 STA:I 15+91.54 = = - a - of OFFSET- 127.49 0 RSA 3 z STA---,, 16+ 66.91 OFFSET- 75.00 • R CCLI Q�c ("::L STA: 17+41.55---- OFFSET- 145.44 R STA: 17+ 79.04 OFFSET- 233.05 P\\,\ 150' TSA T5A OFFSET- 354.30 A`,, STA: 21+79.68 STA: 16*88.14 OFFSET. 137.47 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - ---- - - - 59' TAXIWAY "A" S STA: 19+86.68 TA: 22+66.65 STA: 21+74.77 OFFSET 15J.55 L OFFSET- 15797 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - OFFSET.- JJ. 39 L STA: 18*64.19 OFFSET- 247.71 R 5 TA: 20+10.66 FFSET 145.51 R 150' - - -- - -- RSA - RSA R) TSA 150' Cc>> STA: 22+11.01 LEGEND OFFSET- 54.49 R 0 ICL z 0 z z 0 J W LL z w 0 z I- ir CL =) z LU 01 0 Z ul L) 0 0 X LIJ cf) F: RUNWA Y SAFETY AREA 7SA TAXIWAY SAFETY AREA 0 Ild ALTERNATE A C6 LU La C.) CID CENTE?UNE c�:>. I 00 00 E ..PROPOSED C Y m a z \. 0 3: 1012 In PROJECT No. 5135.08 SHEET No. 5 _._—__ -. __ m — — — — — — — — — — — — — — _ _ — — — — — — __ — — — — — — — — — — — — — — — — — — — — — _ — — _ — — 11 -- -- ---- ------- II \ x�o a N III III -------- - -- - - SCALE — --- ---- —11 -- - Zo - - - a/w s-v f- x 6�b 1 - f_ _----- 1- , 40' - �"'' _ -- _ ,... -,,. ,da3aG�icd.ssv�i..wC'..xS' — 4u•- - ! --" — .......... x .,. ,,..,:., '�, �Z'Gxk a �— 6>00 - - - - \ 2 - --- - - \ - _ - 21 z --- _--1— - _ _ M M 210 .20,.-g / -:20: 8 -71, �- -. ------------. —. �'. \... _ — ._ ` _ _ _ T _ _-. �. r _i .1 _ _ _ _ — —. — ..:. - �_ — — — — — — ._ —.— _ — —_ _ _ _ _ _ _ _ _ _ _ _ _ _ 0,2 -- y y y' y o 0o R / \250 79 re / \ r .-..20.2 � - - - -. - - \ 06 W � m 20.0 \ \ ; \ \ - - \ o Q. \ � / : \ Q X ,A o O \ \ \ / Lu a M Lu Lr //\i9:6— \ / \\. /.. / / \\ I� W W.M. \ - . // W \ / 6 ✓ / \\.- _y y y _ ?O' \ y y y.. -.- — -79.6 —'' \7g \ /' j/ / _ o. 9. II _ - /NLErNQ7l4' j I \\ W .. 8 ' 9. Y y ' j 'I" N N -� ./ i d. \' o TYPE D _ - / I \ z it 1 1e o-RIM_EL. 18.1 9 2 9 of o INV EL. 12.E 7 / i Q Q Z / y y y \ y 9y tiF oSTA: 17+18 1 I / -� O a FSET 15' /� g D r o a l X i / \ EXIST. G TO REMA/N ,19 2 \ -190 N 'INVERTyy � � may.. / O i.,.. _. - — npE D / I — RIM EL. 18.1 -INV EL. 1Q 8 y y y y y \ \ STA• 16+86 y y \ y OFFSET. 205 R \ _ - \ / I CL - - g p 0.0 / \ — — - -� .J co CL Ts — —20.1 2D.1 .. y0 y y y \ TSA \ 07 T$ _j �1. y y y IMIIS: MAY BE A U3T Q p \\ \ \ y\ y y y y y\y 'y y 3 y-� -y - - IN-T�E FIELD 59 / 20.5 - \ _ 20.3 - 0.4 - 2 J \ \ \ 20. / Z TAXIWAY A < d \ ® 0 --- - - - - - - - - - - - - - - - - - - - - X Z-� LIMITS OF ALTERNATE A 20.5 y l 0.5 / \ W LIMITS OF MIL ING OI/ERLAY \ / A /`21 — y y y y y y y y y/ y 2o.s y y'-yy' \ / V CL TSA /' / 1 \ 20.y j� yam- v 20 RSA _ J \ 1 y 1 18 497 GENERAL PAVING AND GRADING NOTES. \ EXIST/TO RE*A o 1. 'ELEVATIONS SHOWN ARE BASED ON NORTH AMEBIC N VERTICAL DATUM OF 1988. INVE T EL 13. 2.REFER TO ELECTRICAL PLANS FOR UNDERGROUND E ECTRICAL: J. CONTRACTOR SHALL SAW CUT AND REMOVE EXIS77M3 PAVEMENT 2 0 1 . /, �� �; l / I 8 c LEGEND TO LIMITS SHOWN. (MILLING OR OTHER APPROVEDMETHOD) / / \ Co, I � / 4. CONTRACTOR SHALL THEN SCARIFYRE-COMPACT PRIME EXISTING { \ — / , TING \ y y I / J E RSACONSTRUCTION. ' l ' )'. ro LIMEROCK BASE IN CONNECTION WITH NEW BASE RUNWAY SAFETY AREA 5: PAYMENT FOR PAVEMENT REMOVAL, SCARIFYING, RE COMPACTING AND TSA TAXIWAY SAFETY AREA PRIMING OF EXISTING LIMEROCK BASE SHALL BE INCLUDED IN PAY ITEM _ - / / f o a FOR MILLING. 0 y y \ oin 0 s SOD SHOULDER 6. IN AREAS SHOWN TO BE OVERLAID, CONTRACTOR SHALL MILL PAVEMENT MINIMUM OVERLAY THICKNESS SHALL BE 1 127 ACHIEVE THICKNESS BY MILLING 1 2 MINIMUM). CLEAN AREA THOROU LY BEFORE PLACING FULL STRENGTH PAVEMENT (� ) TACK COAT AND APPLYING OVERLAY. PAYMENT FOR MILLING SHALL BE \ \ 19 \ X < MILLING LIMITS INCLUDED IN PAY ITEM P-150-1. PAYMENT FOR CK:COAT SHALL BE y y y y SHALL BE INCLUDED IN PAY ITEM P- 40L 7. SEE GEOMETRY PLANS FOR CURVE DATA. / / / PROJECT No. I / y / y y / \ - 19.6 8. CONTRACTOR SHALL GRADE AROUND ALL STRUCTURES TO REMAIN / / y q1a75.08 WITHIN WORK LIMITS. MAXIMUM SLOPE WITHIN THE SAFETY AREAS IS 57.. 19.5 SIIEET No. _ 7 --- i vzcil I N 13T11! / / 1 TYPE, 9cs //R/M,`LPL. 18.1/ ; / 1. ' yIVV EL. / \ y y y y r� STA: +45 OFF,S�T. 2� q� ! \ I / --- / / � /) / l /� / \ \ / 00 NORITI // / r / / / \ \ SCALE 200 INLET20�PD ! /l TypeNON R/M/ EL. 18.1 \ INV EL.-12.8 \ STA. 25+45 \ T 17 R I/ fl V \ - \ / 22.027.6 21,4 l s-� t ),PE N©N / t / _ 2 / / /� 0 1 T) l / / / / ✓ IR/MEL. 181 a i ` I IN EL. 128 / / •��' STA• 28+15 I l / off' / 'oe 0.6 OFFSET.• 25 R / 2 / I �� / ✓ / �•`� a / / I i / / / 20: / / �` / 0 ✓ � / -/ / / / ate: p y y y O / \ J J v / /< / / / / f 2p. 2 � S 4 / C7YPE I/ // /// / RIM EL. 1 1 < � � y o3 ao� � a �� y / �p6 Off 0 /�INVEL. 121.8 \ // y � � a ip STA: 28+15 FFSET.• 171 ` R tit ® / \ i I 1 / 0 -20. 20 2 / f / / j f / / � 0, 4- / 2 r / I / / / r r / I r / ;'� s O GENERAL PAVING AND GRADING NOTES 1. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988. 2. REFER TO ELECTRICAL PLANS FOR UNDERGROUND ELECTRICAL. J. CONTRACTOR SHALL SAW CUT AND REMOVE EXISTING PAVEMENT TO LIMITS SHOWN. (MILLING OR OTHER APPROVED METHOD) 4. CONTRACTOR SHALL THEN SCARIFY, RE —COMPACT AND PRIME EXISTING LIMEROCK BASE IN CONNECTION WITH NEW BASE CONSTRUCTION. 5. PAYMENT FOR PAVEMENT REMOVAL, SCARIFYING, RE —COMPACT ING AND PRIMING OF EXISTING LIMEROCK BASE SHALL BE INCLUDED IN PAY ITEM FOR MILLING. 6. IN AREAS SHOWN TO BE OVERLAID, CONTRACTOR SHALL MILL PAVEMENT. MINIMUM OVERLAY THICKNESS SHALL BE 1 1/2" ACHIEVE THICKNESS BY MILLING (1/2" MINIMUM). CLEAN AREA THOROUGHLY BEFORE PLACING TACK COAT AND APPLYING OVERLAY. PAYMENT FOR MILLING SHALL BE INCL UDED IN PA Y I TEM P-150-1. PA YMENT FOR TACK COA T SHALL BE SHALL BE INCLUDED IN PAY ITEM P-401. Z SEE GEOMETRY PLANS FOR CURVE DATA, 8: CONTRACTOR SHALL GRADE AROUND ALL STRUCTURES TO REMAIN WITHIN WORK LIMITS. MAXIMUM SLOPE WITHIN SAFETY AREA IS 59 LEGEND RUNWA Y SAFETY AREA 7-SA TAXIWAY SAFETY AREA SOD SHOULDER FULL, STRENGTH PA VEMENT MILLING LIMITS 0 M zM U7 u- OE O J W of N rjj {�1 I w u) cm I a � U) • J to 1 d• oti z °" z O x ® Mww 4` W • F LL V) :w o w to 00 w Z WZ Z > �... Z Q w Z w v J Z N Q Z J zo x J_y o oo CL 7 z l N l `I 0 t, a • �1 • LL LIJ CC M �. w: .0 UJ CO 8 IL c� w w OD E o Y o+ z M '- 0 PROJECT No. 5135.08 I SHEET No. 8 CLEARING AND GRUBBNG LIMITS— VARIES 118' (GROUP ///I SAFE Y AREA) VARIES — SEED AND MULCH SEED AND MULCH ll I ELEV 18.1 4" P-401 BITUMINOUS PAVEMENT P-602 BITUMINOUS PRIME COAT - PAYMENT INCLUDED IN PRIC FOR LIMEROCK BASE 8" P-211 LIMEROCK BASE - 100q MAX. DENSITY 12" P-160 STABILIZED SUBGRADE 100 MAXIMUM DENSITY (MIN. LBR=40) TYPICAL TAXIWAY SECTION 4' — w� 2¢ as azp ITUMINOUS TACK COAT p AA P-603 1 1/2" BITUM114OUS SURFACE COURSE o FAA P-401 m SAWCUT AND REMOVE EXISTING 4 BITUMINOUS SURFACE COURSE FAA P-401 IITUMINOUS PRIME COAT PAVEMENT A IN. DEPTH OF 1 1/2 AA P-602 SAWCUT EXISTING ASPHALT PAVEMENT L, BITUMINOUS PRIME_f.,� 8" LIMEROCK BASE P-211 L EXISTING LIMEROCK BASE - SEE NOTE I ---------- COAT FAA P-602 TRANSVERSE SECTION NEW PAVEMENT TO EXISTING PAVEMENT NOTE. CONTRACTOR SHALL SCARIFY, REC MPACT AND PRIME EXISTING LIMEROCK BASE IN CONNECTION -WITH NEW PAVEMENT CONSTRUCTION. PAYMENT TD BE INCLUDED IN PAY ITEM FOR MILLING ELEV 18.1 TABLE OF INSIDE DIMENSIONS FOR RECTANGULAR STRUCTURES STRUCTURE TYPE INLET MANHOLE D S-O" X 5'-0" S-O" X 5'-0" FOR MANHOLE USE US FOUNDRY FRAME AND COVER, DRAWING NO. 465 1_ (OR APPROVED EQUAL) COVER TO BE MARKED "STORM SEWER" ADJUST TO GRADE WITH MIN. OF 6" 1' 8 3/4"DIA• AND MAX. OF 12" BRICK MASONRY.: 0 0 0 (TYP.) FOR CATCH BASIN USE US FOUNDRY FRAME AND GRATE„ DRAWING NO 4155-6210 (OR APPROVED EQUAL) #5 ® 12" C/C 8" MIN. J (BOTH WAYS)(TYP.) APPROVED CONST. JOINT PERMITTED 1011 SEE TABLE 0 #4 ® 12" C/C (BOTH WAYS) 0 2-1/2" CL (YTP) 6" 4'-0 MAX INSIDE DIM 0 8" (OVER 4'-0 INSIDE DIM) #40t2..C/C 6" WEEP 12" APPROVED CONST. JOINT PERMITTED HOLE 0 0 0 0 0 0 #4 0 9" CTRS. g T (BOTH WAYS) TYPE "D" DRAINAGE STRUCTURE N.T.S. V z r`0i M � j w p J W } Q N Z cr 0 wo Z) (0 �/) • J LO V x W Z 0 ® Z a o X Q �. LLI LL d W w w m ui z Z Z a Ln w f!)' LO Q D z w N a o wCL a z 1: CL m, : a w Ni Y�I tLl d. ? On w: o CL o I Iw a a r w n 00 .^; c ; Y ai 01 c m o N Z M rn u7 PROJECT No. 51`75.®8 SHEET No. 9 I NO. 10) m / / / z o / / NORTH s SCALE / LJ 196 6 z 100R / // z // U i CIE 0 Li IJJ w o N w ® cf) o I— a V/ Ln 06 w O � O L� �P 100 R J Lu cn c=i� L z z X co ®/ Z > z a Lc) oo / w z rn / J o oFD 0 w 10� / 100' / cc n0. 0- O Lu Z J > a O IL Y V W ~ CO) DISTANCE TO RUNWAY CENTERLINE MEASURED 4 LINES (YELLOW) FROM MARKING EDGE ON AIRCRAFT HOLDING SIDE 6 (15 CP�JS�EACH w / DASHED (YELLOW) AND NLENGTH(0.9M) a. a. 05 0 3' (0.9 M) g' d U w Go 6" (15 CM) I AIRCRAFT3 0HOLDING Z / SIDE NOTES: 1. EXISTING MARKINGS IN CONFLICT WITH PROPOSED MARKINGS SHALL BE REMOVED o o ° o r � o � 3 o RUNWAY HOLDING BY GRINDING OR OTHER APPROVED METHOD. POSITION MARKING 2. ALL CENTERLINE MARKING 1S 6" YELLOW. WHEN MARKING ON EXISTING PAVEMENT ADD 6" BLACK BORDER 3. GLASS BEADS SHALL BE APPLIED TO ALL YELLOW MARKING PROJEC�T� No. 5135.08 SHEET No. 11 (r I GENERAL INSTALLATION NOTESi GENERAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL COMPLETE ALL ITEMS ON THE FOLLOWING ELECTRICAL SHEETS: A. PROVIDE AND INSTALL NEW TAXIWAY/RUNWAY EDGE LIGHTS FOR NEW A-1 CONNECTOR FOR A COMPLETE WORKING SYSTEM IN PLACE AS SHOWN ON PLANS. B. PROVIDE AND INSTALL NEW TAXIWAY/RUNWAY GUIDANCE SIGNS FOR NEW A-1 CONNECTOR FOR A COMPLETE WORKING SYSTEM IN PLACE AS SHOWN ON PLANS. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO INSTALL THE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS. ITEMS NOT SHOWN BUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BE INCLUDED. 3. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES, CITY CODES, FEDERAL AVIATION ADMINISTRATION STANDARDS, AND ALL ST. LUCIE COUNTY BUILDING CODES. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS, AND APPROVALS. 5. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SITE ELECTRICAL ENGINEER, ST. LUCIE COUNTY AVIATION DEPARTMENT AND FAA. 6. THE CONTRACTOR SHALL, BEFORE SUBMITTING HIS BID VISIT THE SITE OF THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE THEM. 7. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE BEFORE BIDDING WITH ALL LOCAL UTILITIES INCLUDING THE POWER, TELEPHONE, FEDERAL AVIATION ADMINISTRATION, AND TO MEET ALL OF THEIR INSTALLATION REQUIREMENTS. ALL LABOR, EQUIPMENT OR MATERIALS NECESSARY TO MEET THESE REQUIREMENTS IS TO BE INCLUDED IN THE BID. THE CONTRACTOR SHALL OBTAIN, DELIVER AND INSTALL ALL CONDUITS, PULLBOXES AND EQUIPMENT REQUIRED BY THE UTILITIES TO THEIR SPECIFICATIONS. 8. ELECTRICAL REPRESENTATIVE IS AS FOLLOWS: ELECTRICAL MAINTENANCE - PAUL DYER - 561-340-8113 (BEEPER) ST. LUCIE AIRPORT MANAGER PAUL PHILLIPS 561-462-1732 1. ALL THE EXISTING INFORMATION, UTILITIES, CABLES, DUCTS, MANHOLES, FIXTURES, ETC, IS BASED ON THE "AS-BUILTS", "RECORD" DRAWINGS, AND SITE VISITS BY THE ENGINEER. THE LOCATIONS SHOWN ON THE PLANS HAVE BEEN DETERMINED BY AS -BUILT DRAWINGS AND ARE NOT INTENDED TO PROVIDE EXACT LOCATIONS, TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION AND SHOULD NOT BE SCALED FROM DRAWING. THE LOCATION OF MANHOLES, PULL BOXES, JUNCTION BOXES, ETC. ALONG WITH THE ROUTE(S) (AND IDENTIFICATION) FOR CIRCUITS SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AS -BUILT DRAWINGS PROVIDED BY ST. LUCIE COUNTY AVIATION DEPARTMENT AND SHOULD BE FIELD VERIFIED. IT IS THE CONTRACTOR RESPONSIBILITY TO VERIFY AND SHALL SATISFY HIMSELF AS TO THE LOCATION OF ALL. UNDERGROUND FACILITIES WITHIN THE AREA OF CONSTRUCTION. ALL EXISTING UTILITIES, CABLES, EQUIPMENT, DEVICES DAMAGED IN THE COURSE OF THIS CONTRACT SHALL BE IMMEDIATELY REPAIRED AT THE EXPENSE OF THE CONTRACTOR. WHERE ANY ITEM IS FOUND TO BE LOCATED DIFFERENTLY THAN IS SHOWN ON THE DRAWINGS, THE ACTUAL LOCATION SHALL BE IMMEDIATELY MEASURED AND RECORDED ON THE RECORD DRAWING. 2. VARIOUS DIRECT BURIED FAA CABLES PASS THROUGH THE WORK AREA. THESE CABLES SERVE FAA FACILITIES (NAVAIDS) WHICH ARE CRITICAL FOR SAFE AIRPORT OPERATION. IT IS OF THE UTMOST IMPORTANCE THAT DAMAGE TO THESE CABLES BE PREVENTED. CABLE LOCATIONS SHOWN ON THE PLANS ARE BASED ON THE BEST INFORMATION AVAILABLE, BUT MAY NOT BE PRECISE. THE CONTRACTOR IS SPECIFICALLY WARNED AGAINST SCALING FAA CABLE LOCATIONS FROM THE APPROXIMATE DATA SHOWN ON PLANS. THE CONTRACTOR SHALL KEEP THE OAR(OWNER APPROVED REPRESENTATIVE) INFORMED OF HIS EXCAVATION PLANS AT LEAST FIVE WORKING DAYS IN ADVANCE. THE OAR WILL NOTIFY THE FAA AND REQUEST THAT THE CABLES BE STAKED IN THE FIELD. EVEN AFTER THE CABLES ARE STAKED, THE CONTRACTOR SHALL USE ELECTRONIC DETECTION DEVICES AND CAREFULLY HAND EXCAVATION TO LOCATE CABLES. AFTER CABLES ARE LOCATED, CONTRACTOR SHALL SPECIFY EXACT LOCATIONS ( STATIONING, OFFSET, ELEVATION, AND TYPE OF CABLE) AND SHALL BE ACCURATELY MEASURED AND RECORDED ON THE RECORD DRAWING. COPIES OF THIS MEASUREMENT AND RECORDING OF THE DATA SHALL BE CONSIDERED AN IMPORTANT PART OF THE CONTRACT REQUIREMENTS. WHEN ENCASING EXISTING FAA CABLES IN DUCT OR OTHERWISE EXCAVATING IN THEIR VACINITY CONTRACTOR SHALL USE EXTREME CAUTION TO AVOID DAMAGING CABLES. ANY DAMAGE, EVEN IF APPEARING TO BE SUPERFICIAL, SHALL BE REPORTED TO THE OAR. IN MANY CASES CABLE NICKS MAY BE INEXPENSIVELY REPAIRED USING A CAST RESIN SPLICE KIT, BUT IF NOT REPAIRED WILL LEAD TO FAILURE OF THE CABLE. 9. GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH SPEC SECTION L-108. THE GROUNDING 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING UTILITY COMPANIES AND SYSTEM SHALL NOT EXCEED 10 OHMS. THE EARTH SHALL BE DRY FOR 48 HOURS PRIOR TO TESTING. ADDITIONAL GROUNDING TO MEET THIS REQUIREMENT SHALL BE INSTALLED AT NO FAA TO IDENTIFY AND LOCATE ANY UNDERGROUND UTILITIES AND/OR CABLE EXTRA COST, GROUNDING AND BONDING SHALL NOT BE PAINTED. WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL ASSIST UTILITY COMPANY IN EFFORTS TO FIELD VERIFY UNDERGROUND UTILITIES. THE CONTRACTOR SHALL 10. PROVIDE AN EQUIPMENT GROUND CONDUCTOR SIZED PER NEC AND FAA SPEC. L-108 SECTION SHALL BE REVIEW ALL AIRFIELD UTILITIES WITH AIRFIELD MAINTENANCE BEFORE BEGINNING BE PULLED IN ALL ELECTRICAL CONDUITS, POWER AND CONTROL, WHETHER OR NOT INDICATED ON PLANS. WORK. 11. ALL EQUIPMENT SHALL BE NEW AND UNUSED U.L. LISTED AND FAA APPROVED. 12. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FOLLOWING EQUIPMENT: REGULATOS, LIGHTING ASSEMBLIES, SPLICE KITS, PULL BOXES, CONDUITS, CABLE, GROUND RODS, BASE CANS, GUIDANCE SIGNS. 13. THE CONTRACTOR IS RESPONSIBLE TO TEST ALL SYSTEMS AND REPAIR OR REPLACE ALL DEFECTIVE WORK TO THE SATISFICATION OF THE ENGINEER AND OWNER. 14. ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 15. COORDINATE ALL ELECTRICAL EQUIPMENT LOCATIONS AND POWER REQUIREMENTS AND VERIFY ALL OBSTRUCTIONS WITH ALL SUBCONTRACTORS AND EQUIPMENT SUPPLIERS PRIOR TO ANY INSTALLATION. 16. THE DRAWINGS ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF CONDUIT RUNS. THESE ARE TO BE COORDINATED WITH OTHER TRADES SO THAT CONFLICTS ARE AVOIDED PRIOR TO INSTALLATIONS. 4. TEMPORARY WIRING SHALL ALSO BE REQUIRED TO MAINTAIN THE TAXIWAY EDGE LIGHTING SYSTEM AND RUNWAY EDGE LIGHT SYSTEM INCLUDING LIGHTED SIGNS AND HOLD BARS, IN OPERATING CONDITION AT THE END OF EACH WORK PERIOD. CONTRACTOR SHALL PROVIDE TEMPORARY CABLES FOR TEMPORARY LIGHTS, TAXIWAY EDGE LIGHTS SHALL REMAIN IN OPERATING CONDITION FOR ALL TAXIWAYS WHICH ARE OR COULD BE OPENED TO TRAFFIC AT THE END OF THE WORK PERIOD. OTHER LIGHTING SYSTEMS WITHIN THE WORK AREA, AND SHALL BE TAKEN OUT OF SERVICE WHEN REQUIRED BY CONSTRUCTION AND SHALL BE RESTORED AT THE EARLIEST POSSIBLE DATE. BUT IT IS NOT PERMISSIBLE TO ALLOW PORTIONS OF EXISTING SYSTEMS EXTENDING BEYOND THE WORK AREA TO BE AFFECTED. TEMPORARY WIRING SHALL BE PROVIDED TO MAINTAIN CONTINUITY OF TAXIWAY EDGE LIGHTS AND RUNWAY EDGE LIGHTS, ETC. EXTENDING BEYOND THE WORK AREA. 5. STENCIL_ ALL ELECTRICAL EQUIPMENT TO IDENTIFY FUNCTION, CIRCUIT VOLTAGE AND PHASE, WHERE THE EQUIPMENT CONTAINS FUSES, ALSO STENCIL THE FUSE OR FUSE LINK AMPERE RATING. WHERE THE EQUIPMENT DOES NOT HAVE SUFFICIENT STENCILING AREA, THE STENCILING SHALL BE DONE ON THE WALL NEXT TO THE UNIT. THE LETTER SHALL BE ONE INCH HIGH AND PAINTED IN WHITE OR BLACK PAINT TO PROVIDE THE HIGHEST CONTRAST WITH THE BACKGROUND. 6. TEMPORARY CABLE MAY BE INSTALLED IN DUCTS OR LAID ON THE SURFACE OF THE PAVEMENT IN AREAS NOT SUBJECT TO AIRCRAFT OR TRUCK TRAFFIC, AND ANCHORED AT FREQUENT INTERVALS TO PREVENT MOVING. NO SEPARATE PAYMENT WILL BE MADE FOR TEMPORARY WIRING TO MAINTAIN EXISTING SYSTEMS IN OPERATION OR TO BYPASS SEGMENTS OF EXISTING SYSTEMS. ALL COSTS INCIDENTAL THERE TO SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 7. PRIOR TO WORKING ON ANY CIRCUIT, THE CONTRACTOR SHALL PROVIDE TO THE ELECTRICAL MAINTENANCE DEPT. A WRITTEN LOCKOUT PROCEDURE FOR APPROVAL. THE ELECTRICAL MAINTENANCE DEPT. SHALL REVIEW AND STATE FINAL LOCKOUT RULES. CONTRACTOR SHALL NOT RELY UPON DEACTIVATION OF THE CIRCUITS BY THE TOWER OR BY OTHERS. 8. THERE SHALL BE NO SPLICES OF CONDUCTORS BETWEEN LIGHTS OR IN CONDUITS OR DUCTS. SPLICES SHALL BE PERMITTED IN MANHOLES, JUNCTION BOXES, LIGHT BASES, AND OTHER APPROVED LOCATIONS USING L-823 CONNECTORS, 9. THE CIRCUIT NUMBERS OF EACH CONDUCTOR SHALL BE IDENTIFIED BY PERMANENT BRASS TAGS (SEE DETAIL) IN EACH MANHOLE, JUNCTION BOX AND LIGHT BASE. ALL PROPOSED CONDUCTORS SHALL BE TESTED FOR INSULATION RESISTANCE PRIOR TO CONNECTING TO EXISTING CIRCUIT, USING A 1000V MEGOHMMETER. CIRCUITS OR NEW PORTIONS OF CIRCUITS SHALL BE AS COMPLETE AS POSSIBLE FOR TESTING. ALL TESTING SHALL BE WITNESSED BY THE OAR, 10, WHEN CONTRACTOR IS WORKING WITH EXISTING CONDUITS, HE SHALL REMOVE ALL ABANDONED CABLES WITHIN PROJECT LIMITS AND IDENTIFY ALL ACTIVE CIRCUITS ON RECORD DRAWINGS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL CABLE ROUTING AND CIRCUIT DESIGNATIONS ON THE "AS -BUILT" DRAWINGS. 12• COUNTERPOISE WIRE IN NEW DUCT BANKS SHALL BE EXTENDED INTO THE MANHOLES AND PULLBOXES AT EACH TERMINAL END AND CONNECTED TO 3/4" X 10' GROUND ROD. 13. CONTRACTOR SHALL PROVIDE ALL CONNECTOR KITS, HEAT SHRINK KITS, BRASS TAGS, AND ALL INCIDENTIALS THAT WILL ALLOW FOR QUALITY ASSURANCE OF SUCCESSFULY DISCONNECTING AND RECONNECTING CIRCUITS. 17. AIRFIELD CONDUCTORS SHALL BE FAA APPROVED 5KV L-824 CABLE. AIRFIELD VAULT AND GROUND LEGEND CONDUCTORS SHALL BE 600V, XHHW BELOW FINISHED GRADE AND WET LOCATIONS. NEW 2" SCHEDULE 40 PVC CONDUIT DIRECT BURIED WITH JO NEW 12" DIAMETER, L-867 JUNCTION CAN WITH COVER 18. SCHEDULE 40 PVC SHALL BE USED UNDERGROUND. ALL ABOVE GRADE EXTERIOR CONDUITS SHALL BE L-824 5KV CABLES, INSTALLED 24" BELOW FINISHED GRADE COMPLETE IN PLACE. SCHEDULE 80 PVC. ALL VAULT INTERIOR CONDUITS SHALL BE EMT. MINIMUM CONDUIT SIZE SHALL BE 3/4". FOR A COMPLETE WORKING SYSTEM IN PLACE. 3/4" x 10' MINIMUM COPPER CLAD GROUND RODS 19• FLEXIBLE CONDUITS SHALL BE USED TO TERMINATE ALL REGULATORS AND OTHER VIBRATING NEW 2" SCHEDULE 40 PVC CONDUIT CONCRETE ENCASED EXOTHERMICALLY WELDED TO COUNTERPOISE EVERY 500' EQUIPMENT AND SHALL BE BETWEEN 18" AND 3' IN LENGTH. WITH L-824 5KV CABLES, INSTALLED 24" BELOW FINISHED GRADE FOR A COMPLETE WORKING SYSTEM IN PLACE. 20• TYPEWRITTEN PANEL SCHEDULES SHALL BE INSTALLED IN EACH PANELBOARD, AND TERMINAL NEW L-858Y,R,L AIRFIELD SIGN WITH FLUORESCENT LAMPS, SIZE 2 BLOCK SCHEDULES IN EACH CONTROL CABINET. CONTRACTOR SHALL PROVIDE NEW CONCRETE BASE FOR NEW L-861TQ, 30 WATT TAXIWAY EDGE LIGHT MOUNTED ON ALL NEW AIRFIELD SIGNS. SEE SIGN SCHEDULE FOR PANEL 21. ALL REFERENCES TO A MANUFACTURER ARE GIVEN ON A "FAA APPROVED EQUAL" BASIS. A L-867 BASE CAN WITH A CORTEN OR APPROVED EQUAL ASSIGNMENTS. 22• BASE PLATE AND PROPERLY SIZED TRANSFORMER INSTALLED ALL SPARE CONDUITS SHALL BE CAPPED WITH A PVC CAP. IN SHOULDER. MAKE ALL NECESSARY CONNECTIONS FOR A 23. ALL CIRCUITS SHALL BE IDENTIFIED IN PULL BOXES, LIGHTING FIXTURES, MANHOLES, BASE CANS, COMPLETE WORKING SYSTEM IN PLACE. 2_X 2-X - 2 INDICATING NUMBER OF CONDUCTORS, DUCT BANKS, IDENTIFICATIONS SHALL MATCH PANEL SCHEDULE. 1 _C X INDICATING CIRCUIT IDENTIFICATION 0 NEW L-850C, 65 WATT RUNWAY FLUSH MOUNT EDGE LIGHT 1W2 1-C - 1 INDICATION NUMBER OF COUNTERPOISE 24. EXPOSED RUNS OF CONDUITS SHALL BE INSTALLED WITH RUNS PARALLEL OR MOUNTED ON A L-868 BASE CAN AND PROPERLY SIZED 1W2" - 1 INDICATING NUMBER OF CONDUITS, 2 INDICATING CONDUIT SIZE PERPENDICULAR TO WALL, STRUCTURAL MEMBERS OR INTERSECTIONS OF VERTICAL TRANSFORMER INSTALLED IN NEW PAVEMENT. MAKE ALL PLANES AND CEILINGS, WITH RIGHT ANGLE TURNS CONSISTING OF SYMMETRICAL BENDS NECESSARY CONNECTIONS FOR A COMPLETE WORKING SYSTEM REMOVE EXISTING STAKE MOUNTED FIXTURE, COMPLETE IN OR PULL BOXES AS INDICATED ON THE DRAWINGS. BENDS AND OFFSETS SHALL BE IN PLACE. x AVOIDED WHERE POSSIBLE. PLACE. BACKFILL AND REPAIR AND SOD DISTURBED AREAS ACCORDINGLY. 25. ALL CONDUITS PENETRATING RATED FIRE WALLS OR RATED FIRE FLOORS SHALL BE U.L. APPROVED DEVICES TO MAINTAIN THE FIRE RATING OF THE FLOOR OR WALL PENETRATED. 26, BALANCE ALL LOADS AT END OF PROJECT WITH ALL ELECTRICAL SYSTEMS ON. 27. ALL BUSSES SHALL BE COPPER. HILLERS ELECTRICAL ENGINEERING, INC. 23257 STATE ROAD 7, SUITE 100 BOCA RATON, FLORIDA 33428 (561) 451-9165 (561) 451-4886 FAX LICENSE NO: EB 0006877 z 0 V) s w Of 61 z V M Z J n Of W ul 0 J Q Z > V � w � ® o I N • J L0 cl) t Er It LO oif z 0) I 0 Q ® a V)L< W • H V W w ' Q z = CIOI _ z _ Ln a w NF of �s z w m J � � ¢ z J 0 : o �1 0 w a 3 0 z s N H oG O d W 0 Q � (� O Z LLI J CC O 1- ;rLi o LL Z > Q F�- z°' Wo a z W = J = O Xuj Q J uI Z ~ W 0 M 0 (� 10 p x 3 a a T o °0 E N o N 0 o � 3 m 0 U cl PROJECT No. 5135.08 SHEET No. E1 r m 'I f II ■ J " L185 i '. TAXIWAY A JE ,. II > »—REMO6EXISTING FIXTURE REMOVE EXISTING F/XTV I O �E EX/STING FIXTURE M eo REMOVE EXISTING FIXTURE " i i I HILLERS ELECTRICAL ENGINEERING, INC. I 2325 7 ST ATE ROAD 7 SUI TE 10 0 BOC A BATON FLOR IDA 33428 561 LICENSE NO: EB 0006877. MATCHLINF RHFFT FA z 0 U) 5 w o- M Z M M — N J i c o J r Z > 10 0 � o i ,F to Q coo N•:..,in K 06 w 0 � m z v 0 Z 0 jX J a M LZ LL1 • LL w Lj M LLIO 00 .Z U > z a L w CD (10 w z v Qj z w �Qz Z 0 �c)xa z 0 0 N cr •.. !: i r 1 1 w • Lli Ix 0 y. y *, i O O ¢. P F nu`. O o �o 3 o Y U p O ui E 0 Z to u% 0 PROJECT No,'"" 5135.08 SCALE R/W 9-27 150' X 6500' 1 - 40' a � 1 31 B z 200' MAX. i PT M N Q 2-R9 W w W 0 —Rg VLO 1-C 2e 1W2 N Q LO 1W2" 201> (0 J U) wd 2-A 0 1-C a di W O z 1W2" r� z o a Q o W W o I—Aj D LL N co7 l� PT 1-C • I- Li 1W2" PT Q z 202 = z Q O W (N do • �► (� (9 Z W rn • O to i � J o Q Z w SPAR Q z • z o • ® 1-C J o a o \ z ° rl PT \ • I -e °\ PT • D a 1-A a 1-c F 203A j� 1W2" 2-A • Q • ° ®/ 1-C • 1 W2 ° 1 - :.__: SPACES PT 2 E4• TAXIWAY „A„ PT PT L47: l�1-1A 1-C 1 W2" R �t HILLERS ELECTRICAL ENGINEERING, INC. 23257 STATE ROAD 7, SUITE 100 BOCA RATON, FLORIDA 33428 (561) 451-9165 (561) 451-4886 FAX LICENSE NO: EB 0006877 INSTALLATION NOTES O CONTRACTOR SHALL LOCATE AND INTERCEPT EXISTING CIRCUIT CONDUCTORS, PROVIDE AND INSTALL NEW EDGE LIGHT. MAKE ALL NECESSARY CONNECTIONS FOR A COMPLETE WORKING SYSTEM IN PLACE. 2 eoSP,g0ES ,� FQSA'9C F,s 1-A 1-C 1W2" 2-A 1-c 1 W2 Q Q Q N Q ZO Z a O W 2 ~ J LL Q z Z W a O t— Z J O U Z Q Z W a = a J W_ J ~ � U a J F— U) 3 0 o ti J OW W W OD O L a` 00 o Ln > kf) PROJECT No. 5135.08 SHEET No. MATCHLINE SHEET E5 _ . 77wRI777 I.: f m MATOHLINE SHEET E4 / Pr f. f 1-A • 1-A 2-E 1W2" 1W2" 1W2 z • 206 rd ., # ," NORTH s w cr 1-E � SCALE 1-C • 1" = 40' O 1W2"1-E # ' �• 1-C • •• V ✓ f 1W2" PT PT r' bi • PT 3 EQ. SPACES ' 1-E # J r' 1-C O - o 1 W2" • z 207 U 41 Ni N W • R •9 o o W r J W a W N LO 1-C PT 2-E 1n D �C PT 1W2" 208 (ifLn Ln 1 1t 0_ 06 -V z �P �' 6� `� a o X W �P � • ..I a. w W Q LL 0 . • 1-C Q z Z I 1 > z a `n 1-E r7 • O # w cn z w Ln 1-C 3 EQ. SPACES 1 W2" PT PT / _ J Q a J o Li z 0 PT r�1 FQ O O� 1-E 2-E • 1-C 1-C SPARE 9�� • °' 1-c �p I W2 1 / • �QPC �} 1W2" 1W2" � 1W2" / =0 • • 2 �f j 1-D l 1W2' •'JAL • LJ V, Pr PT 2 EQ. SPACES 1-D , • PT t • b0 � O at 2-D V) • 212 O CL -C 1W2" 211 R4i • 1P� f J Z p • 4 l Z H J O Z (L 0 • PT W LL W Z LLJ a z a Z J O 1-D O U >- 0 1-C F_ Q Z W_ 1 W2" • Z / O = X J UJ ICI 1 J PT � I CD IS }; ._ • - • i • :. � r III o o Q d 0 ci LLJ w . r" / ro m LO iY O 1 ;f' - HILLERS ELECTRICAL ENGINEERING, INC. INSTALLATION NOTES 23257 STATE ROAD 7, SUITE 100 O CONTRACTOR SHALL LOCATE AND INTERCEPT EXISTING CIRCUIT CONDUCTORS, PROJECT No. HOCA BATON, FLORIDA 33428 (561) 451 9165 PROVIDE AND INSTALL NEW EDGE LIGHT. MAKE ALL NECESSARY CONNECTIONS FOR A COMPLETE WORKING SYSTEM IN PLACE. 5135.08 (561) 451-4686 FAX LICENSE NO: EB 0006877 SHEET No. E5 FINISH GRADE OF SHOULDER OR EARTH PAVEMENT ti BITUMINOUS PRIME COAT FAA-P-602 `' r I CONCRETE I a ENCASEMENT r 4"DIA x10'0 GROUND 1- #6 AWG BARE COUNTERPOISE 3 / LOCATE COUNTERPOISE ALONG SIDE k ROD (COPPER CLAD)`= OF TRENCH NEAREST TO PAVEMENT I° 500' APART MAX. ° EDGE. 2" SCH 40 PVC CONDUIT WITH f • • 5KV L-824 CABLE • ° I _ 6" I I 6" I DIRECT BURIED NEW PAVEMENT -VA BITUMINOUS SURFACE COURSE FAA-P-401 1- #6 XHHW COUNTERPOISE. LOCATE COUNTERPOISE ALONG SIDE OF TRENCH NEAREST TO PAVEMENT EDGE. 3/4"DIA x10'O GROUND ROD (COPPER CLAD) 500' APART MAX. TYPICAL SECTION DUCT TRENCH INSTALLATIONS NOT TO SCALE TYPICAL INSTALL CABLE MARKERS AT ALL TURNS AND JUNCTIONS, AT NOT LESS THAN 100' INTERVALS ON STRAIGHT TRENCH RUN, AND 5' FROM DUCT RUNS. ARROWS TO BE ORIENTED IN DIRECTIONS OF CABLE RUN IMPRESS 1/2" WIDE STROKES 1/4"DEEP I CONCRETE SLAB 0 I C-4 CABLE, DUCT AND SPLICE MARKERS NOT TO SCALE TYPICAL T/W \lILr m 5000V CABLE TAG DETAIL NOT TO SCALE 2" DIA BRASS CABLE TAG WITH 1/4" FIGURES CIRCUIT IDENTIFICATION BREAKABLE COUPLING AND DISCONNECT PLUG X a BASE COVER W/STAINLESS- STEEL BOLTS AND WASHERS APPLY NEVER SEIZE 1 /C#6 B.CU - COUNTERPOISE L-830 TRANSFORMER NEOPRENE GROMMET 1/C#8-5KV, L-824C CABLE SQUEEZE CONNECTOR ON DIRECT BURIED CABLE - MEDIUM INTENSITY EDGE LIGHTS • TAXIWAY LIGHTS -BLUE GLOBE -FAA SPEC L-861TQ. ALL 30WATT LAMPS. 5 PROVIDE A 1" BLACK STICK ON IDENTIFICATION NUMBER. NUMBER SHALL BE LOCATED ON FIXTURE TO BE VIEWED FROM R/W OR T/W CL. in, r- FINISH GRADE L-867 BASE TYPE I, 12" DIAMETER PROVIDE MIN. 3' SLACK IN EACH PRIMARY CABLE L-823 CONNECTOR NOTE HEAT SHRINK TUBING SHALL BE ONE-PIECE TO COVER ENTIRE CONNECTOR (TWO PIECE KITS SHALL NOT BE USED) 3/4" SCH 2" NIPPLE 12" LONG 40 PVC 8" LONG SCH 40 PVC EXTEND _ 1 1/4 INTO BASE POLYTHYLENE TO f 6 CONCRETE ENVELOPE PREVENT ENTRANCE OF CONCRETE DRAIN MATERIAL, 1 /4 YARD CLEAN, DURABLE GRAVEL OR STONE NEW ELEVATED TAXIWAY BASE MOUNTED LIGHT NOT TO SCALE APPLY "NEVER -SEIZE" COMPOUND TO ALL AND BOLTS APPLIED TYPICAL FOR PROJECT 6 AWG COPPER, ARE STRANDED, COUNTERPOISE CONDUIT SIZE MAY VARY - DEPENDING ON USE. - ID TAG - NEOPRENE GROMMET 3/4'" SCH 40 PVC 8 ' LONG POLYTHYLENE TO — PREVENT ENTRANCE OF CONCRETE L-867 BASE, 12" DIA X 24" DEEP WITH GASKETED 1 /2" BLANK GALV. STEEL COVER 1"� �- FINISH GRADE L-823 CONNECTOR, TAPE WITH 2 HALF -LAPPED LAYERS OF PLASTIC TAPE 2" SCH 40, PVC JI 2" NIPPLE 12" LONG SCH 40 PVC EXTEND 1 1 /4" INTO BASE 6" CONCRETE ENVELOPE DRAIN MATERIAL, 1 /4 YARD CLEAN, DURABLE GRAVEL OR STONE L-867 JUNCTION BOX DETAIL NOT TO SCALE a p 0 Z M M Z n � o W a Z' o' LO O p I I H LO cn w o , asj z o m Z a o a J a- M LZ W • • LL Lf' of U L r W w M ao Qw z z z a VI z w m J p Q V) Q z J zo o �1 U m It a 0 3 0 0 N 0 Z E- J O � OJ > H GZC w _.1 Z z U U w a R O J J U a w , to J o I U p 2 3 a a � ° W ED N N O C Y 0 Z y 3 U N 0` 0 t o 3 p p U 2 p HILLERS ELECTRICAL ENGINEERING, INC. PROJECT No. 23BOCA OSUITE 00 RATON, FLORIDA 34285135.08 (561) 451-9165 (561) 451-4886 FAX SHEET No. LICENSE NO: EB 0006877 E6 No. 6 BARE COPPER COUNTERPOISE -wk 3 ANTI -ROTATION FINS @ 1201 20 s 3/4" SOLID STEEL COVER TO BE FLUSH WITH AGGREGATE BASE CONCRETE BACKFILL AROUND BASE AND IN TRENCH P-610 4000 PSI 2" THREADED HUB V C r \ �-�� 3'-0„ STEP 1 STAMP IDENTIFICATION NUMBER IN FIXTURE ADJACENT TO TAXIWAY WITH 1/2" *IGURES AS MANUFACTURED FIGURES HANSON STEEL STAMPS LEAVE 3'-0" OF SLACK CABLE IN BASE L-868, 15 TYPE II7 16 1 /2" HIGH BASE 1 /C#6 B.CU COUNTERPOISE' i 3 ANTI -ROTATION FINS @ 120 NEOPRENE GROMMET STEP 3 I L-868 BASE CAN WITH THREADED HUBS SCH 40 PVC COUPLING 2"x 18" LONG RIGID GALVANIZED STEEL NIPPLE (TYP.) THERE SHALL BE NO SUBSTITUTIONS 4" CORE HOLE (PILOT) NEW BITUMINOUS PAVEMENT, THICKNESS VARIES. THICKNESS TO BE MEASURED, SEE NOTES. No. 6 BARE COPPER COUNTERPOISE L-868 BASE CAN, BOTTOM SECTION STEEL COVER REMOVE MUD PLATE & No. 6 BARE COPPER COUNTERPOISE L-868 BASE CAN BOTTOM SECTION 18" ADAPTER L-850-C WITH ADAPTER RING RING IN PAVEMENT EDGE LIGHT AND WITH 2-65W QUARTZ LAMPS, BIDIRECTIONAL. P-606 SEALER & DAM RING 18" EXTENSION/RING VARIES SIZE ACCORDINGLY Fr__ NEW PAVEMENT PROPERLY SIZED L-830 15" DIA 6.6/6.6 AMP, 5KV,ISOLATION t I Ul •;_ W r. TRANSFORMER /r L-823 CONNECTOR NOTE : HEAT SHRINK TUBING SHALL BE ONE-PIECE TO COVER ENTIRE CONNECTOR (TWO PIECE KITS SHALL NOT BE USED) 2" RGS NIPPLE 18" LONG 12" CONCRETE ENVELOPE BASE - P-610 4000 PSI L850-C RUNWAY FLUSH EDGE LIGHT NOT TO SCALE SEE NOTE 8 FLUSH LIGHT FIXTURE L-868 TOP SECTION, AND DAM RING HEIGHT VARIES ADAPTER AS REQUIRED BITUMINOUS PAVEMENT OVER CONCRETE BACKFILL FOR P-606 SEALANT LIGHT BASE AND DUCT TRENCH & DAM RING TOP TO BE SAME ELEVATION AS ADJACENT EXISTING PAVEMENT BITUMINOUS SURFACE TREATMENT GROUND LUG E; NO. 6 BARE COPPE COUNTERPOISE_ .i t -= TOP OF BASE MATERIAL _�� �- . GALV. TO PVC CONNECTOR (TYP.) 12" L-868 CLASS I " 1 >, > BASE, BOTTOM SECTION 12" Imi ,. �.. H. 40 PVC DUCT 2"08" MIN RIGID GALVANIZED STEEL NIPPLE (TYP.) THERE SHALL BE NO SUBSTITUTIONS CONCRETE BACKFILL 6" AROUND BASE & (MIN.) IN TRENCH P-610 3- 3 BAR HOOP - HORIZONTAL 4000 PSI 6-4 BAR - VERTICAL STEP 4 NOTES: MULTIPLE SECTION L-868, BASE CAN 1. INSTALLATION SEQUENCE SHALL BE AS DETAILED IN STEPS 1 THROUGH 4. SEE NOTE 2 AND 3 FOR ADDITIONAL DETAILS. RUNWAY FIXTURES ARE TO BE INSTALLED IN A 2 PART PROCESS 2. AFTER THE TOTAL BITUMINOUS PAVEMENT IS INSTALLED, CORE A 4" DIAMETER PILOT HOLE AND LOCATE THE CENTER POINT OF THE STEEL MUD PLATE. CORE HOLE, CENTERING IT ON THE CENTERPOINT OF THE STEEL MUD PLATE, REMOVE THE STEEL MUD PLATE AND STEEL COVER, INSTALL L-868 EXTENSION (SPACER, FLANGE RING OR SHIM) AND LIGHT ASSEMBLY. BACKFILL THE VOID WITH P-606 HARD TYPE ONLY SEALANT TO THE TOP OF THE SPACER RING. 3. THE HEIGHT OF THE L-868 EXTENSION SHALL BE DETERMINED AS FOLLOWS: A. RECORD FINAL ELEVATION OF THE TOP AND AT THE MIDPOINT OF THE 3/4" STEEL COVER AFTER THE BOTTOM SECTION OF THE BASE HAS BEEN INSTALLED B. RECORD FINAL ELEVATION OF THE PAVEMENT DIRECTLY ABOVE THE MIDPOINT OF THE STEEL COVER AFTER THE PAVING IS COMPLETELY INSTALLED. C. THE HEIGHT OF THE FLANGE RING OR SPACER SHALL BE 1/4" t PVM'T TOLERANCE D. THE EDGE OF THE LIGHT FIXTURE SHALL MATCH THE FINISHED PAVEMENT SURFACE TO (+) 0" (-) 1/16" TOLERANCE 4. DO NOT REUSE SHIPPING BOLTS TO INSTALL ANY FIXTURES. STAINLESS STEEL BOLTS OF THE PROPER LENGTH AND 2-PIECE LOCKWASHERS SHALL BE FURNISHED WITH THE SPACER RING. INSTALL LIGHT FIXTURE WITH NEW STAINLESS BOLTS AND LOCKWASHERS AND TORQUE TO MANUFACTURERS INSTRUCTIONS. APPLY NEVER SEIZE TO BOLTS PRIOR TO INSTALLATION. 5. AFTER FIXTURE INSTALLATION, CONTRACTOR SHALL FURNISH AND INSTALL P-606 JOINT SEALER COMPOUND IN SPACE AROUND THE EXTENSION AND SPACER. 6. AN INSTRUCTION AND MAINTENANCE MANUAL SHALL BE SUPPLIED WITH EACH TYPE OF LIGHT FIXTURE INSTALLED. AT COMPLETION OF CONTRACT, THE MANUAL WILL BE TURNED OVER TO THE OWNER FOR HIS USE. ALL CONDUIT TO BE SUPPORTED DURING CONSTRUCTION WITH FACTORY BASE SPACERS. 7. CONTRACTOR IS REQUIRED TO HAVE AN L-868 BASE CAN MANUFACTURER'S REPRESENTATIVE ON SITE TO AID IN THE INITIAL PLACEMENT OF LIGHT BASE CANS. 8. THE CONTRACTOR SHALL CONFORM TO THE CURRENT FAA ADVISORY CIRCULARS FOR RUNWAY AND TAXIWAY IN -PAVEMENT LIGHTING SYSTEMS INSTALLATION AND INSTALLATION TOLERACES LATEST EDITION. FAA 150/5340-4 FAA 150/5340-19 FAA 150/5340-46B NEW FLUSH MOUNT RUNWAY EDGE LIGHT IN NEW PAVEMENT INSTALLATION DETAILS si Q o N Ld � L W n ] N J N a) O 0 v O M Q L- k s L Z I Z to to "' a c 3 L w m cle Z LiQ Z O � 0 z i H O a e Q Z F- O W J 0 ZLu j Lu >= w O 0 z Z Z Q U Z a = W 0 4 W cl) U 0 0 m E 00 o N O N G y � Z 0 0 a HILLERS ELECTRICAL ENGINEERING, INC. PROJECT No. 23257 BOCASRA ON,TATE OFLORIDA U 3428 ITE 0 5135.08 (561).451-9165 (561) 451-4886 FAX SHEET No. LICENSE NO: EB 0006877 E7 ON THE OUTBOARD END OF THE SIGN BA E MOVE THE BASE CAN OFF SIGN BASE 20" MIN. CENTERLINE, SO THE SIGN AND BASE MAY BE EXTENDED WITHOUT RESTRICTING ACCESS OR COVERING THE BASE CAN. 15" MIN. o LONGITUDINAL CENTERLINE 15" MIN. OF SIGN AND PAD I ° 1" CHAMFER TOOLED EDGE FINISH GRADE SEE SECTION A -A #6 AWG B.S.D. CU COUNTERPOISE (USED TYPE "TW" IN CONCRETE) 2" SCHEDULE 40 PVC IN 3" P-610 ENVELOPE TYPICAL cs SECTION D-D NTS SIGN OUTLINE 4" HIGH SIGN NUMBER STENCILED IN WHITE AVIATION PAINT -2'-O"-7r. RIGHT SIDE VIEW TYPICAL ALL SIGNS NTS OUTBOARD END L-867B 3/8" THICK GALVANIZED STEEL COVER WITH GASKET AND STAINLESS STEEL BOLTING HARDWARE. EXTERIOR GROUND LUG - SLIP-FITTER/RUBBER GROMMET TYPICAL. COIL 5'-0" OF y COUNTERPOISE CAP �2" SCHED. 40 PVC TYPICAL END BELL TYPICAL #6 AWG B.S.D. CU. I' P-605 1„t1„ BONDING CONDUCTOR EXOTHERMIC 6" PVC SLEEVE CONNECTION SAND ° CONCRETE SIGN PAD T EARTH s� NOTE- 1 as a 4 DETAIL C #6 B.S.D. CU. COUNTERPOISE. SIGN INSTALLATION NOTES o 1. ALL MATERIALS, SIGN BASE DETAILS, ETC. SHALL BE SUBMITTED TO W THE ENGINEER FOR APPROVAL. TO PAVEMENT 2. THE CONCRETE SHALL COMPLY WITH P-610 SPECIFICATION, CLASS 2 — NOTE 5 3. P-610 CONCRETE STEEL REINFORCEMENT SHALL BE TYPE ATM A615 j INBOARD END GRADE 60. ALL REINFORCEMENTS SHALL HAVE A 2" MINIMUM CONCRETE COVER. REINFORCEMENT MAY BE ADJUSTED TO MISS a INTERFERENCES. 4. FOR LOCATION AND ORIENTATION OF SIGN AND FOUNDATION SEE SITE Z PLANS. I I I A- 5. THE ORIENTATION, INSTALLATION AND DEPTH OF THE 2" CONDUIT FOR `' ° a SIGN CIRCUITS SHALL BE COORDINATED WITH THE PLANS. �j M Z 6. METHODS OF SIGN INSTALLATION INCLUDING BOLT PATTERNS, ANCHOR w METHODS AND ATTACHMENT DETAILS SHALL BE IN ACCORDANCE WITH D W THE MANUFACTURER RECOMMENDATIONS. Z of o 3" P-610 ENVELOPE--- 7, ALL SIGNS SHALL BE INSTALLED WITH TETHERS ON EACH LEG. O Lo � Q n NOTES: 2 SCHEDULE 40 PVC BETWEEN BASE CANS. TETHERS SHALL BE 3/16" STAINLESS STEEL AIRCRAFT CABLE WITH A N FORMED EYE ON BOTH ENDS. THE TETHER SHALL OF SUFFICIENT z o } 1. THE DISTANCE BETWEEN „ LEGEND PANELS SHALL BE BETWEEN 3 AND 12 . LENGTH TO HAVE 2" SLACK (MIN.) WHEN ATTACHED BETWEEN SIGN a g X 2. THE CONCRETE PAD SHALL BE CONSTRUCTED AS ONE MONOLITHIC ELEMENT. AND THE FIXTURE PLATE, W 3. ALL OTHER DIMENSIONS AND NOTES ON THE OTHER SIGN DETAILS SHALL APPLY. 8 RIGHT SIDE VIEW IS TYPICAL FOR ALL SIGNS e I.- uj � L I 4. ALL SIGNS SHALL USE FLOURESCENT LAMPS. W W Z M I EDGE OF PAVEMENT MULTIPLE SIGNS AT SAME LOCATION NTS GRADING AND FILL DETAIL NOT TO SCALE 9. ALL CONDUIT SHALL BE 2" SCHEDULE 40 PVC UNLESS NOTED = z aLO OTHERWISE. W ^ 10. EACH GROUND ROD SHALL BE INDIVIDUALLY TESTED PRIOR TO y z F- ui °' I CONNECTION TO THE GROUND GRID OR COUNTERPOISE. EACH N a z INDIVIDUAL ROD SHALL HAVE AN EARTH RESISTANCE OF 10 OHMS OR J o F a LESS. ADDITIONAL SECTIONS SHALL BE ADDED TO THE ROD TO 3 Z ACHIEVE THE 10 OHM REQUIREMENT. s N ` 11, THE CONTRACTOR SHALL VERIFY THAT THE 6" SLEEVE IS LARGE NEW SIGN INSTALLATION ENOUGH TO ACCOMMODATE THE EXOTHERMIC CONNECTION. THE TOP OF THE GROUND ROD SHALL BE FLUSH WITH THE TOP OF THE SLAB. THE GROUND ROD SHALL NOT BE DRIVEN AFTER THE GROUNDING CONNECTION HAS BEEN MADE. { 12. SIGN LOCATIONS INDICATED ON THE PLANS ARE 35' PERPENDICULAR EDGE OF SIGN BASE DISTANCE FROM THE EDGE OF TAXIWAY FULL STRENGTH PAVING TO THE NEAREST SIDE OF SIGN TO TAXIWAY. SLOPE SHALL NOT EXCEED 20:1 WITHIN THE SAFETY AREA OR 4:1 13. THE SIGN TETHER AND BONDING CONDUCTOR SHALL NOT BE OUTSIDE THE SAFETY AREA WITHOUT PERMISSION OF THE ATTACHED AT THE SAME ANCHOR BOLT . AN APPROVED MECHANICAL ENGINEER. OR COMPRESSION LUG SHALL BE USED TO CONNECT THE BONDING CONDUCTOR TO THE SIGN FLANGE AND SIGN. THE TETHERS AND p� BONDING CONDUCTORS SHALL BE OF SUFFICIENT LENGTH TO ALLOW O p —. COMPACTED FILL THE FRANGIBLE COUPLING TO OPERATE WITHOUT RESTRICTIONS AND MIN, TO ALLOW THE CABLE TO UNPLUG IF THE SIGN FALLS OVER. Q STRUCTURAL FILL FOR SIGN CONCRETE FOUNDATION PADS SHALL BE J p 14. FREE -DRAINING AS APPROVED BY THE ENGINEER SHALL BE PLACED Q N R L-858 LIGHTED TAXIWAY GUIDANCE SIGN DETAIL SAWCUT FILL WITH P-605 CONSTRUCTION JOINT wwmMm A ■■ A DO NOT INSTALL HEAT SHRINKABLE TUBING A THI S CONNECTION. /4' DETAIL W NOT TO SCALE IN HORIZONTAL LIFTS NOT TO EXCEED 4" IN LOOSE DEPTH AND ZO Z J O COMPACT TO 95% MAXIMUM DENSITY AT 0 TO 2% ABOVE OPTIMUMLLJ Q LL MOISTURE AS DETERMINED BY ASTM D698 PAYMENT FOR Lu EMBANKMENT MATERIALS AND PLACEMENT SHALL BE INCIDENTAL TO Z > UJ >- SIGN BID ITEM. SLOPE SHALL NOT EXCEED 1:20 WITHOUT W O z PERMISSION OF THE ENGINEER. Z � =O W 15. NEW CABLE AND CONNECTORS SHALL BE INSTALLED BETWEEN THE } Q V SIGN CIRCUIT CONNECTION POINT SHOWN ON THE DRAWINGS AND THE F- ?• Z w NEW SIGNS. � V 16. ALL AREAS FOR THE LEG FLANGE PLATES SHALL BE IN THE SAME Q U XQ J PLANE. UJ 17. MINIMUM BURIAL DEPTH OF 2" SCHEDULE 40 PVC CONCRETE V ENCASED CONDUIT IS 18" TO TOP OF CONCRETE ENCASEMENT. J 2" BREAKABLE/FRANGIBLE COUPLING. 18. ALL SIGNS SHALL BE SIZE 2 FLOURESCENT. MULTI ELECTRICAL MFG. CABLE CLAMP 961 X, 19. CONTRACTOR SHALL FURNISH AND INSTALL SIGNS AND ALL CROUSE HINDS MODEL 25003 OR APPROVED EQUAL. INCIDENTAL ITEMS, INCLUDING SIGN, CONCRETE PAD, REBAR, BASE CAN, CONNECTORS, GROUNDING AND ALL INCIDENTALS NECESSARY 2" RGS COND. COUPLING FOR THE PROPER INSTALLATION OF THE SIGNS TO PROVIDE AN OPERATIONAL SIGN INSTALLATION. 20. THE CONTRACTOR SHALL PLACE SOD ALONG THE PERIMETER OF EACH o SIGN BASE. SEED AND MULCH SHALL BE USED TO RESTORE ALL a a o REMAINING DISTURBED AREAS. PAYMENT SHALL BE INCLUDED IN PRICE 010 E ui 2" RGS CONDUIT FOR SIGNS. Y z � ' N o 3 U t O 3 HILLERS ELECTRICAL ENGINEERING, INC. PROJECT No. 23257 STATE OSUITE 0 BOCA RATON,F FLORIDAORIDA3428 5135.08 (561) 451-9165 (561) 451-4886 FAX SHEET No. LICENSE NO: EB 0006877 ES 2'-0" FINISH h 1 /2" GRADE NOTES: 1. DOUBLE MODULE SHOWN IS TYPICAL FOR TRIPLE MODULE. ALL SIGNS TO 113E 35'-0" FROM FULL STRENGTH PAVEMENT SEE PLAN FOR ORIENTATI N TO AIRFIELD PAVEME T I -TETHER TYPICAL P-610 D 3/4" IA. COPPER CLAD STEEL GRID. ROD. EE NOTE 10 AND ITEM L-108. PROPERLY SIZED L-830 TRANSFORMER(S) L-858, SIZE 2, STYLE 2, FLUORESCENT STYLE GUIDANCE SIGN — L-867B 3/8" THICK GALVANIZED STEEL BLANK COVER —UPPER SURFACE OF THE BASE CAN SHALL BE LEVEL WITHIN 2 DEGREES & SHALL BE FLUSH WITH THE CONCRETE PAD. 4 EA. 2)fx2"x3/8" L HOOKS LOCATED 4" FROM TOP OF CAN AT 90' INCREMENTS. SIGN ID MARKER IMPRINT WITH SIGN ID NUMBER EACH CABLE SHALL HAVE 4' OF SLACK COILED IN THE BASE CAN #6 AWG B.H.U. CU. COUNTERPOISE EXTERNAL GROUND LUG L-823 CONNECTOR WITH HEAT SHRINK TUBE W/INTEGRAL SEALANT APPLIED OVER EACH PRIMARY CONNECTOR SPLICE Y ENVELOPE OF P-610 ALL AROUND CONDUIT, TYPICAL P-610 CLASS II (3400 PSI) 6" ENVELOPE SLIP-FITTER/RUBBER GROMMET TYPICAL. ALL AROUND BASE CAN, BRICK L-1358 TAXIWAY GUIDANCE SIGN DETAIL NOT TO SCALE 14" THICK CONCRETE SLAB P610, CLASS 11 (3400) PSI, MIN.) OVER WELL COMPACTED FILL. LIGHT BROOM FINISH. 6" SCHED. 40 PVC SLEEVE FOR GROUND ROD. 2" RIGID GALVANIZED STEEL CONDUIT 3 /4" DIA. COPPER CLAD STEEL GRID. CAP IOR PLUG RUD. SEE NOTE O AND ITEM L-108. w .� �HED.2"S40 PVC I� u 3 2'-0" = I „ DEEPIB 24" � ' ' � _ L BASE CAN a Vy ` v GROUND LUG I VARIES PER 4 s1 MANUFACTURER n LONGITUDINAL CENTERLINE OF SIGN 4 -_44 1-+ + H + --14+ H + _rH fff 6 A G B.S.D. { = U. COUNTERPOISE I~ (USETYPE "TW" ® ® IN CONCRETE) SIGN ID MARKER END 'BELL TYPICAL` SLIP—FITTER/RUBBER ., I 1 ) � GROMMET TYPICAL I t 'In a 6., �� -- #5 AT 8" C.C. LIGHTED SIGN PANEL SCHEDULE ALTERNATE SIGN NO. REMARK NO. MOD PANELS NEW LEGEND SIGN TYPE CIRCUIT SHEET SIDE 1 SIDE 2 - SIDE 1 SIDE 2 E4 200 2 Al 14 Y E4 201 2 lCAl Y E4 202 2 tC A \4 Y E4 202A 3 Al / 9-27 Al L,R L E4 ** 203 3 Al / A Y,L E4 ** 203A 1. 2 Al Y E4 204 3 Al A Y L Y E4 ** 205 2 A Al L Y E4 **205A 3 Al Y E4 206 3 Al / E L Y E5 2 3 E /<—Al-> y E5 208 3 ` E /<— Al —> L Y E5 209 3 Al /<— E L Y E5 V 210 3 Al/<— D L Y E5 211 3 Al / D Y.L E5 212 3 D/ Al L y E5 .f a 2'-0n a I I 1`y SIGN 'NOTES 14-1< T r r #4 AT 11 " C.C. MAX. U.N.O. 3" P 1310 ENVELOPE ED. 40 PVC NTYP. „ d SIGN TYPES: , „ 12 6 20 2 -o PER PE_R MANUFACTURER L= TAXI LOCATION SIGN, BLACK BACKGROUND WITH YELLOW LETTERING #5 © 8" C.0 MAX. U.N.O. Y= TAXI DIRECTION SIGN, YELLOW BACKGROUND WITH BLACK LETTERING R= RUNWAY MANDATOR SIGN, RED BACKGROUND WITH WHITE LETTERING L-8818 TAXIW AY GUIDANCE SIGN PLAN VIEW NOT TO SCALE ANGLES INDICATED ARE FOR ARROWS IN SIGN PANEL WHERE SHOWN. WHERE NO ARROW IS INDICATED, ARROWS ARE AT 900AND 2 0% ANGLES FOR ARROWS ON NEW PANELS SHALL MATCH EXISTING. ** THESE SIGNS ARE VIVO SIGNS INSTALLED ON ONE BASE M 0 M 47 M a= j OC r a L zLn 0 :D o I J u G3 w � O. Lo z o) Z C X a w k I u. N N I w 4i M QK Z 2' Z i Z Z a w Z w w J Z _ ZO v w a f o z I 0 N II I i r Lu LIJ o 0 i � o ao E Ld N U U N s o Z N 3 U S HILLERS ELECTRICAL ENGINEERING, INC. PROJECT No. 23257 STATE ROAD 7, SUITE 100 _ FLORIDA33428 RATON BocA 1 5.®8 5 � (561) 451-9165 (561) 451-4886 FAX SHEET No. { LI CENSE N0: EB 000687 7 E3