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HomeMy WebLinkAboutSLC International Airport Taxiway A 03-029LOCATION MAP 0 O U V N U LO w Q Z 6 4 's ys. 3 Y' 44,1 �ma° I i'aa n„s," .�' ram" �''v va^"v'Y vfi' �.1 x � f WILLIAMS, 1HATFIELD & STON 2101 North Andrews Avenue, Suite 300 Ft. Lauderdale, FL 33311-3940 w _ __ /TEM NUMBER SUMMARY OF QUANTITIES - BASE B/D ITEM DESCRIPTION UNIT I BID QUANT/TY G-100-1 PERFORMANCE AND PAYMENT GUARANTEE (2X) L. S. 1 G-100-2 CONSIDERA77ON FOR /NDEMNIFICA770N L. S. 1 G-100-3 MOB/UZA 77ON (37) L. S. 1 G-100-4 MAINTENANCE OF 7RAFFIC (5X) L.S. 1 P-151-1 CLEARING AND GRUBBING (INCLUDES PAYMENT REMOVAL) AC 7.0 P-150-1 MILLING SY 315 P-152-1 UNCLASSIFIED EXCAVA77ON C.Y. 6,320 P-160-1 12" STABILIZED SUBGRADE LBR 40 SY. 4500 P-211-1 8" LIMEROCK BASE COURSE PRIMED S Y. 4,500 P-401-1 BITUMINOUS SURFACE COURSE TON 940 P-620-1 TAX/W,4 Y & RUNWA Y MARKING S F. 2,000 D-701-1 24" RCP CLASS V L.F. 270 D-751-1 DRAINAGE INLET (3 X 4) EA. 2 T-901-1 SEEDING AND MULCHING S. Y. 23,000 T-904-1 SODDING (ARGENTINE BAHIA) S.Y. 5,600 L-125-9 NEW 2-WAY 2" CONCRE7E ENCASED DUCTBANK L.F. 100 SUMMARY OF QUANTITIES - AL TERNA TE 1 (ELECTR/CALI ITEM NUMBER ITEM DESCRIPTION UNIT I BID QUANTITY L-108-1 HAND EXCAVATE MINIMUM (8"X28) IN EARTH L.F. 300 L-108-2 HAND EXCAVATE 18X36) IN EARTH L.F. 200 L-108-3 7RENCH MINIMUM (8 X28) IN EARTH L.F. 50 L-108-4 TRENCH MINIMUM (6 X28) IN PAVEMENT L.F. 50 L-108-5 J8.5KV L-824 CONDUCTOR IN CONDUIT L.F. 4,500 L-108-6 0 BARE AWG COUNTERPOISE IN TRENCH L.F. 3,200 L-106-7 ff 5KV L-824 CONDUCTOR DIRECT BURIED L.F. 100 L-108-8 3 4" X 10 GROUND ROD CONNECTED TO COUNTERPOISE EA. 9 L-110-1 1-2" SCHEDULE 40 PVC CONDUIT DIRECT BURIED L.F. 2,900 L-110-2 1-2" SCHEDULE 40 PVC CONDUIT CONCRETE ENCASED L.F. 300 L-110-3 EXTEND LXIS77NG DUCTBANK EA 1 L-125-1 L-861 TW LIGHT BASE CAN MOUNTED IN EARTH EA, 45 L-125-2 /DEN77FIC.477ON OF CABLES, DUCTRANKS & FIXTURES LS 1 L-125-3 L-867 BOTTOMLESS 16" JUNCTION CANS EA. 6 L-125-4 INTERCEPT EXIS77NG DIRECT BURIED CIRCUIT EA. 2 L-125-5 INTERCEPT EXISTING DUCTBANK EA. 6 L-125-6 REMOVE EX/S7TNG STAKE MOUNTED FIXTURE EA. 22 L-125-7 INTERCEPT EXIS77NG L-858 GUIDANCE SIGN EA. 5 L-125-8 NEW 3 MODULE GUIDANCE SIGN EA. 3 SUMMARY OF QUANTITIES - AL TERNA TE 2 (TAX/WA Y "A" & "E" REHAB) /TEM NUMBER /TEM DESCR/PT/ON UNIT B/D QUANT/TY P-150-2 PAVEMENT REMOVAL S.Y. 5,910 P-211-2 RE -WORK EXIS77NG LIMEROCK BASE PRIMED S. Y. 5,910 P-401-1 BITUMINOUS SURFACE COURSE TON 1,240 GENERAL NO TES 1. SCOPE OF WORK THE PURPOSE OF THE PROJECT IS TO CONSTRUCT A 50' WIDE TAXIWAY WITH 20' SOD SHOULDERS IT INCLUDES (2) ALTERNATES THE CONTRACTOR WILL BE NOTIFIED PRIOR TO AWARD OF CONTRACT WHETHER THE ALTERNATES WILL BE INCLUDED /N THE CONTRACT SPECIFIC TASKS /N THE PROJECT INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • CLEARING AND GRUBBING • INSTALL CLASS V DRAINAGE PIPE AS SHOWN INCLUDING DRAINAGE STRUCTURES. • GRADE AND COMPACT AREA WITHIN GRADING LIMITS AS SHOWN • INSTALL TAXIWAY EDGE LIGHTS AND GUIDANCE SIGNS AS SHOWN (AL TERNA IF #1) • CONSTRUCT ASPHALT PAVEMENT ( 4" OF ASPHALT ,8" OF L/MEROCK BASE, 12" STABILIZED SUBGRADE). • STRIPE PAVEMENT MARKINGS • SOD SHOULDERS • ELECTRICAL WORK - ALTERNATE #7 • REHABILI TA 77ON OF PA VEMENT A T T/W E" & T/W A " - AL TERNA TE #2 2. SURVEY /NFORMA77ON THE ELEVA77ONS SHOWN HEREON ARE BASED ON THE NORTH AMERICA VER77CAL DATZIM OF 1988 AND ARE REFERENCED TO NA77ONAL GEODE77C SURVEY. CONTACT WILLIAMS HA7FIELD & STONER, INC. (WHS) AT (954) 566-8341 PRIOR TO COIVSTRUC77ON FOR VERIFICATION OF HORIZONTAL AND VERTICAL CONTROL. J. UTILITY COORDINA77ON AND RELOCATION UNDERGROUND U77LI77ES SHOWN ARE TAKEN FROM FIELD INSPECTIONS, REVIEW OF RECORD DRAWINGS, AND SOME EXPOSURE OF SAID U77LI77ES HOWEVER, IT IS IMPERA77VE THAT THE CONTRACTOR COORDINATE WITH EACH UTILITY COMPANY TO ENSURE EXIS77NG FACIL177ES ARE LOCATED PROPERLY TO PREVENT IN7ERRUPAON SERVICE. THE CONTRACTOR SHALL CONTACT ALL UTILITY OWNERS AND CONFIRM LOCATIONS OF UTILITIES NO LESS 77-IAN 48 HOURS BEFORE BEGINNING CONSTRUC770N. U77LITY CONTACTS INCLUDE, BUT NOT LIMITED TO THE FOLLOWING' A. BELL SOUTH: BILL MOORE, (561) 468-5538 B. ST LUCIE AVIA 7701V COUNTY AWA77ON AUTHORITY -PAUL 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 LOCA7IONS) E. SUNSHINE STATE ONE CALL CENTER OF FLORIDA AT 1-800-432-4770 7HE CONTRACTOR /S RESPONSIBLE FOR ANY REQUIRED UT7LITIES IN THE STAGING AREA. 4. CONSTRUCTION RESPONSIBIL177ES UPON RECEIPT OF THE NORCE-TO-PROCEED, THE CONTRACTOR SHALL CONTACT THE OWNER OR HIS DESIGNATED REPRESENTA7VE, ENGINEER OF RECORD, SUBCONTRACTORS, FLORIDA POWER & LIGHT, BELL SOUTH AND ANY OTHER U77LITY COMPANY THAT MAY BE AFFECTED DUE TO CONSTRUC7ON AND ARRANGE A PRE—CONSTRUC770N CONFERENCE. TOPICS TO BE DISCUSSED AT THE PRE—CONSTRUC770N CONFERENCE INCLUDE, BUT ARE NOT LIM17ED TO.' A. MAINTENANCE OF TRAFFIC B. PROJECT SCHEDULE C. PROJECT WORK PLAN D. U77LITY LOCATONS E. OWNER REPRESENTATIVE INSPECTIONS AND COORD/NA77ON REQUIREMENTS 5. SUBMITTALS PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS OR MATERIAL DATA SHALL BE SUBMITTED TO AND APPROVED BY THE OWNERS REPRESENTA7VE FOR THE FOLLOWING ITEMS.- • G-100 MAINTENANCE OF TRAFFIC PLAN • P-401 JOB MIX FORMULA • D-701 24" RCP • D-757 DRAINAGE STRUCTURES (3' X 4) • L-108 CABLE, COUNTERPOISE, CONNECTORS (AL 7ERNATE #1) • L —110 CONDUIT (AL TERNA 7E#7) • L-125 ✓UNC77ON BOXES, EDGE LIGHTS (ALTERNATE #1) • L —126 GUIDANCE SIGNS (AL TERNA TE #1) 6 TEMPORARY FACILITIES IN THE EVENT 77-IAT A LOSS OF SERVICE OCCURS DUE TO DAMAGE TO AN EXIS77NG U77LITY, IT IS THE CONTRACTORS RESPONSIBILITY TO ARRANGE FOR TEMPORARY SERVICE UN77L PERMANENT SERVICE IS RESTORED. TEMPORARY SERVICE INCLUDES PAYMENT TO UTILITY COMPANY TO RESTORE PERMANENT SERVICE. 7. MAINTENANCE OF 7RAFFIC CONTRACTOR SHALL FOLLOW THE PHASING INCLUDED ON PAGE 5 OR SUBMIT ALTERNATE PHASING PLAN FOR APPROVAL 6 z J V W Z LL a W = Z y0 �co a �od J 3 0 � a W a F_ _ J Z Z cit Z ®Q 0 2Z U. L W aLLI Z H ? cAO W 0 ~ Q O w Z U J Q J W_ Ix U W �— J Z cn w H 0 N o � o O O O o N 0 c z M Ln c o` o PROJECT No. 5135.24 SHEET No. 2 VASI — 7 0 — — `--------60-------- -- — — — — 4p — — — - ---30 --- — R/W9 I 1 Loc LI R 9000, �� R/W 9-27 150' X 640a0 .'..VA.'a' •' '.:...... ...............2S I(I (EXISTING RRI1 Z X 1700 X1510') .......'''''�100d . . .. ..:.::' : a... ... ••• 11 34:11 APPROACH SURFACE 1 RUNWAY 27R GLIDE SLOPE I o !iI r CRITICAL AREA �� q LOCALI ER CRITICAL' AREA `� LI e — -- ----- \ 9 .�' — —-- 0. ir mac.-- ' VAULT \ \\ \ e ATC \\ \ \ \ems 0 ir1 I *� ISO \ \X \o \ C3 00. . e l D .�\` a ', \ \ \ • e e /s \ \ \ T / 9 I 0 a- � �d o Jwl a 4130 GRAPHIC SCALE ( IN FEET ) 1 inch = 400 ft. 1600 GENERAL NOTES: 1. - FAR PART 77 THE PLAN INDICATES THE ELEVATIONS ABOVE SEA LEVEL OF THE IMAGINARY SURFACES DEFINED IN PART 77 OF THE FEDERAL AVIATION REGULATIONS. CONSTRUCTION CRANES AND OTHER EQUIPMENT PENETRATING THESE SURFACES ARE CONSIDERED OBSTRUCTIONS TO AIR NAVIGATION. PRIOR TO SUCH EQUIPMENT USE, FAA NOTIFICATIONS, APPROVALS AND SPECIAL OPERATING CONDITIONS MUST BE ESTABLISHED. THE FAA AND THE AUTHORITY HAVE THE RIGHT TO REQUIRE ANY CONSTRUCTION EQUIPMENT PENETRATING THE IMAGINARY SURFACE TO BE REMOVED DUE TO WEATHER OR OTHER SPECIAL OPERATING CONDITIONS AT NO ADDITIONALCOST TO THE CONTRACT. SPECIAL OPERATING CONDITIONS RELATE TO CRANE AND OTHER EQUIPMENT USAGE AT OFF-PEAK HOURS. 2. RUNWAY AND TAXIWAY CLEARANCES THE FOLLOWING ARE GUIDELINES FOR CLEARANCES TO BE MAINTAINED WHILE WORKING NEAR ACTIVE 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. CONSTRUCTION WITHIN THIS AREAS SHALL BE COORDINATED IN ADVANCE, ON A CASE -BY -CASE BASIS. A. DISTANCE FROM RUNWAY CENTERLINE 200 FEET B. DISTANCE FROM TAXIWAY CENTERLINE 100 FEET C. RUNWAY APPROACH AREAS RUNWAY PROTECTION ZONE; SLOPE AS SHOWN 3. 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., 4. AIRCRAFT MAST 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. S, pFaalc 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 AUTHORIZED VEHICLE HAVING THE REQUIRED RADIO, OR THEY ARE CONTROLLED BY FLAGMEN UNDER A CONTROL PLAN APPROVED IN ADVANCE. B. ALL VEHICLES MUST OBTAIN CLEARANCE FROM THE CONTROL TOWER BEFORE ENTERING AIRCRAFT MOVEMENT AREAS. C. THE CONTROL TOWER SHALL BE INFORMED OF ALL ACTIVITY WITHIN THE AIRCRAFT MOVEMENT AREAS. 7. COORDINATION CONTRACTOR SHALL COORDINATE ACTIVITIES WITH LOCAL AIRPORT PERSONNEL ON A DAILY BASIS. 6. SEE SAFETY DURING 'CONSTRUCTION PLANS IN SPECIFICATIONS. 9. CONTRACTOR STAGING AREA CONTRACTOR STAGING AREA IS AS SHOWN OR AS APPROVED BY THE AIRPORT AUTHORITY. SECURITY SHALL BE PROVIDED BY THE CONTRACTOR AT HIS OWN OPTION. THE CONTRACTOR ASSUMES NO RESPONSABILITY FOR SECURITY. THIS AREA SHALL BE UTILIZED FOR DAILY CONTRACTOR EQUIPMENT PARKING AND MATERIAL STORAGE. PENETRATION OF THE PART 77 SURFACE WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. UPON COMPLETION OF THE PROJECT, THE AREA SHALL BE SODDED, AND RESTORED TO!A SMOOTH GRADED CONDITION ACCEPTABLE TO THE ENGINEER. THERE SHALL BE NO SEPARATE MEASUREMENT OR PAYMENT FOR THIS ITEM. 10. NON -MOVEMENT, AREA NON -MOVEMENT AREAS ARE CONTROLLED BY THE ATCT. CONTRACTOR SHALL NOTIFY ATCT PRIOR TO ANY MOVEMENT WITHIN NON -MOVEMENT AREAS SUCH AS RUNWAY/TAXIWAY SAFETY AREAS. VIOLATORS WILL BE CHARGED A $10,000 FINE BY THE FAA FOR EACH INCURSION. G J V W U.- Ir a Iy S z Wo J � J 3 J Z 0 0 Z 0 Z z LL Q I— IIr W CL LL,Z � F— 0 _ >_ W LL C') z U 0x U � � J W U) J LEGEND STAGING AREA N \ HAUL ROUTE/SITE ACCESS � n L 3 LZ Li \ — sg — ELEVATION OF FAR PART 77 N d' E N \ IMAGINARY SURFACES O Z M \ TAXIWAY Ai TAXIWAY NAMES PROJECT No. 5135.24 \ PROPOSED WORK AREA SHEET No. \ 3 m EXISTING PAVED RUNWAY SHOULDER VA EXISTING RUNWAY PAVEMENT EXISTING STORM INLET \ \\MCA D \ ! \\ \ O EXISTING 2-WAY 2" / DUCTBANK \, 10+00 I 11+00 0 N 1149809.2600 E 862914.5728 i o n �26) m �l l CORE CATIONS CORE 1 \ \\CORE 2 P 9 _ om \ \ EXISTING 2—WAY 2" / \ \ DUCTBANK e,-Cl27) V / v j EXISTING /DM MARKINGS / II / / IRT 0R1� 12+00 13+0 E`\4+00 15+00 16+00 17+00 18+00 i 1, \\ EXISTING BASELINE BENCHMARKPOINT \\ \\ i ELEV. �122-�O/ vA NAIL AND DISK STA: 12+.04 vv v v vv EXISTING vv 'STORM INLET \ j / /+ "\\ XISTIN % 40 \\ �/ HEAD LL _ \om - 0 0 0 \ \ o / EXISTING 2-WAY 2" DUCTBANK i. EXISTING \ \� TAXIWAY 1� /SIGN (TYP.) C28 EXISTING HOLD BAR 0 C28) I o, V of I O O I /ENCHMARK -POINT #2 ELEV. = 20.3 NAIL AND DISK STA: 18+22.713 EXISTING 2-WAY 2 • jw 28a� DM � DUCTBANK�_ DM C8B) I I / ON / / / 20+00 21+00 22+00 22+47.80 EXISTING CANAL ffh GRAPHIC SCALE ( IN FBET ) I inch — 50 M d Z 0 CA z a�LL J Q1-�- z X CC F- LU W Z I- Z D z O O LLJ 0 > Lu J CO) o, o O r O a U c2 r w cy � O CC 3 cp Z rl) PROJECT No. 51,35.24 MEET No. 4 r (RUNWAY \ EXISTING RUNWAY PAVEMENT RUNWAY 9-27 DESIGNATION MARKING EXISTING PAVED RUNWAY SHOULDER - UNWAY TO RUNWAY CEN RUNE i 2cJQ' CENTERLINE CONSTRUCTION BARRELS AND TEMPORARY EDGE LIGHTS ARE e TO BE IN PLACE DURING ALTERNATE 2 WORK PHASE 1A W GRAPHIC SCALE tp0 0 50 100 200 400 - - RUNWAY SAFETY AREA - - - - - - - - - 1 - - RUNWAY SAFETY AREA ( IN FEET ) T CONSTRUCTION BARRELS ARE TO BE PLACED / 1 inch = 100 ft. 've ON TAXIWAY "A" AT TAXIWAY "Al" WHEN WORKING "A" "E" WITH( TAXIWAY SAFETY AREA OR ALTERNATE 2. IT IS NOT NECESSARY TO CLOSE' TAXIWAY �b WHEN WORKING IN PHASE 1B, ALTHOUGH WHEN PHASE \ k� "A" 1B / �, / � o WORK IS WITHIN TAXIWAY SAFETY AREA, q\y1P \ PHASE 1A NOTES: �x CLOSURE'BARRELS ARE REQUIRED AT "Al." / / \ DESCRIPTION c z / / Pavement Removal Within Runway 9-27 Safety Area 59.5 ..:.. ..:............... • ��I •.:;..:• TAXIWAY SAFE AREA - - \\ REQUIRED START ....•.• •..... Notice to Proceed 100 / i T/W ,p" 4 ........ ........ ...... e ` REQUIRED COMPLETION H+H-H-I+I I I+H I I+H - - - r1-8, - p- ............. EXISTING TAXI Y CENTERUNe c." PHA E 2 a0 , 6 5 Calendar days after notice to proceed this phase. ALTERNATE] 2• ; `\�� / ,• ;;.; ;; .'; CONDITIONS REQUIRED TO START - - - - -TAXIWAY SAFETY AREA - - - - ........ ::. / 1 1. Notom issued for Runway 9-27 Closure .... ....:.... ...... / LEGEND / SEQUENCE OF WORK -� -} CONSTRUCTION BARRELS (SEE DETAIL) / / / 1. Place crosses on Runways and Barricades and Edge Lights 2. Sawcut and Pavement Removal a / 3. Excavation and Fine Grading. 4. LL U Sod, Seed and Mulch. z ® ® TEMPORARY TAXIWAY EDGE LIGHTS (SEE DETAIL) ���`/ / RUNWAY CE TERLNE 5. Clean up and perform substantial completion acceptance inspection. F_ CC TAXIWAY MARKINGS TO BE OB CURED -I++HFFIIH+IIH+I+IF- BY GRINDING OR OTHER APPROVED METHOD. QP / of / / �o� / CLOSED RUNWAY 6. Remove MOT Devices. OPERATING CONDITONS W ALL PAVEMENT MARKINGS ARE TO BE ��� RESTORED AT THE END OF EACH WORK / yc�/ / N.T.S. F+ / NOTE: 1. Runway 9-27- is closed. Work is to be Y performed between the N Q DAY OR AS DIRECTED BY THE ENGINEER/OWNER, ��a / X's SHALL BE PLACED AT EACH END OF FHE RUNWAY hours of 9:00pm and 7:00dm. J PAYMENT TO BE INCLUDED IN M.O.T. (G-100-4) ON TOP OF THE RUNWAY DESIGNATION M RKIN S. 2. Taxiway "E" is closed north of Taxiway "A". RED FLASHING LIGHT - - - RUNWAY TAXIWAY SAFETY AREAS / / INSTALLED LAR TNo NIGHT TO PERPENDICULAR LINE OF TIES UNLESS OTHERWISE NOTED. EL/L/G.11L1 PROPOSED TAXIWAY (PHASE ) / / / /RED FLASHING 1/2"0 YELLOW NYLON ROPE WARNING LIGHT 20" SQ. ORANGE/WHITE FLA S PHASE 1B NOTES: INSTALLED ON 59 P, E NOTRERE� (SEE NOTE 2) STEEL DRUM e' EXISTING PAVEMENT TO BE REMOVED (PHASE 1A) DENOTES REQUIRED RUNWAY CLOSURE / DESCRIPTION WHEN WORKING WITHIN THIS REA / / �4� .� `' = BRIGHT. WHITE BRIGHT 6" x 8" WOOD TIE Pavement Removal Between Taxiway A and Runway 9-27 Safety Area • ++:. 8'-6" LONG S 118 / 1 STRIPE ORANGE (TYP) REQUIRED START spa BAR MIN. 18" LONG ALTERNATE 2 - REQUIRES CLOSURE / / 10 (2 REQUIRED) Notice to Proceed This Phase. This phase can run concurrently BARRELS ON T/W"s "A" °E" AND 200' FROM / RUNWAY 9-27 ON T/W "E" A SHOWN // / 55 GALLON DRUM FlLLED 20' MAX) 8" WITH SAND OR CEMENT BLOCKS TA 8"X 10' TIMBER PAINTED OR REFLECTORIZED with Phase IA TAPE AL7�RNATE S 1 4�, RANG REQUIRED COMPLETION REFLI`CTIVE STRIPES 1 3 4 f WIDE , 200 LB MIN. ANCHOR NAILED TO IS NG PAVEME T. / CLOSURE BARREL HOLES WITH GROUT AFTER BARRICADES 20 Calendar days after notice to proceed this phase. EXISTING PAVEMENT TO BE REMOVED (PHASE ) N.rs. AFILL RE ARE REMOVED. - / 1. FLASHING RED LIGHTS SHALL BE BATTERY POWERED AND SHALL OPERATE CONTINUOUSLY N EDGE HTI CONDITIONS REQUIRED TO START : N.T.S. 1. Notam Safety a F� P .AND INDEPENDENTLY OF EACH OTHER. 1. 2. 20" x 20" SQUARE ORANGE AND WHITE ALTERNATING FLAGS SPACING 50' MAXIMUM, CENTER TO CENTER; OR issued when working within Taxiway A Area AS DIRECTED BY THE ENGINEER/OWNER. d / FLAG IS ALWAYS WHERE FOR EXCAVATION SEQUENCE OF WORK \�P SHALL BE INSTALLED SO THAT THE 2. USE DIRECTED J IN THE EXTENDED. POSITION. 3. ADJACENT TO AIRCRAFT OPERATIONAL PAVEMENT. EDGE LIGHTS ARE TO BE IN PLACE PRIOR TO Q 3. CLOSURE BARRELS ARE TO BE PLACED 100' FROM R/W AND 65.5' FROM T/W CL 1. Place Barricades of Taxiwa A durin work within the safet area CONSTRUCTION BEGINNING. Y g Y 2. Sawcut and Pavement Removal J Z 4. CLOSURE BARRELS ARE TO BE IN PLACE PRIOR TO 3. Excavation and Fine Grading. Q 0 o Z } .. CONSTRUCTION. BEGINNING. 4. Sod, Seed and Mulch. Cl) �F y GENERAL.. NOTES: 5. Clean up and perform substantial completion acceptance inspection. 6. Remove MOT Devices. Z �%- ED II I Q ED J Z X } OPERATING CONDITONS IZ 1. THE FOLLOWING REQUIREMENTS SHALL BE ADHERED TO: W ECG / / / / A. WORK WITHIN RUNWAY 9-27 SAFETY AREA WILL BE DONE BETWEEN THE HOURS OF 9:OOPM AND 7: OAM Taxiway A is closed when working within safety area. W JQ / � p B. WORK WITHIN 200' OF A RUNWAY CENTERLINE WILL REQUIRE ITS CLOSURE C. WORK WITHIN 100' OF A TAXIWAY CENTERLINE WILL REQUIRE ITS CLOSURE. � Z WIN D. WHEN A RUNWAY IS IN USE ACCESS MUST BE PROVIDED TO BOTH ENDS OF THE RUNWAY D 9 Ile QF E. CONTRACTOR MAY HAVE TO VACATE THE WORK AREA WHEN WORKING WITHIN RUNWAY 9-27 SEPARATE PAYMENT FOR RE-MOBILI: ATI N PHASE 2 NOTES: ySP� / SAFETY AREA DUE TO A WIND SHIFT. THERE SHALL BE NO Q� Q G00 P+`�P F. TAXIWAY "E" AND "D' SHALL NOT BE CLOSED SIMULTANEOUSLY. DESCRIPTION "E" "D" Q jC 2. CONTRACTOR SHALL USE ROUTES AS SHOWN ON THESE PLANS OR AS APPROVED IN ADVANCE Construct Taxiway between Taxiways and V Q J FOR TRANSIT BETWEEN WORK SITES, STOCKPILES, AND STAGING AREAS. DO NOT CROSS REQUIRED START W GF / P�P� P� / RUNWAYS AND TAXIWAYS WITHOUT PRIOR APPROVAL OF THE FAA CONTROL TOWER. COMPLETION OF PHASE 1 (� \� Py O g +`� 3. CONTRACTOR SHALL PROVIDE ESCORT VEHICLES EQUIPPED WITH TWO-WAY VHF RADIOS APPROVED BY THE OWNER. THE VEHICLES SHALL BE PERMANENTLY MARKED WITH COMPANY REQUIRED COMPLETION J NAME ON BOTH SIDES AND SHALL BE RESPONSIBLE FOR NOTIFYING THE AIR TRAFFIC CONTROL 65 Calendar to this ''� '�� TOWER PRIOR TO ESCORTING ALL CONTRACTOR VEHICLES ACROSS TAXIWAYS AND RUNWAYS. ALL CONSTRUCTION TRAFFIC MUST BE ESCORTED VIOLATORS WILL BE CHARGED WITH A days after notice proceed phase. CONDITIONS REQUIRED TO START $10,000 FINE BY THE FAA FOR EACH INCURSION. 4. SEE SAFETY PLAN FOR RADIO REQUIREMENTS AND ADDITIONAL INFORMATIOI�'Il. 1. NOTAM Issued for work within Taxiway "E' and "D' safety areas. O Q 6. CONTRACTOR MAY LEAVE CONSTRUCTION VEHICLES WITHIN THE CONSTRUCTION AREA OVERNIGHT PROVIDED THEY MEET THE CRITERIA WITHIN THE SAFETY DURING CONSTRUCTION PLAN (ATTACHMENT( A). SEQUENCE OF WORK 1. Clear and 7. CONTRACTOR PARKING AND MATERIAL STORAGE IS TO BE ESTABLISHED AS' SHOWN ON THE SAFETY IPLA grub . p 2. Install drainage pipe and structures SECURITY SHALL BE PROVIDED BY THE CONTRACTOR AT HIS OWN OPTION. THE OWNER ASSUMES ( 3. Subgrade, compact and rough grading. IIHHII / P¢��P NO RESPONSIBILITY FOR SECURITY, THIS AREA SHALL BE UTILIZED FOR DAILY CONTRACTOR EMPLOIEE 4. Install conduit &wire for lighting. (If alternate is chosen) r0 P PARKING AND MATERIAL STORAGE. PENETRATION OF THE PART 77 SURFACE WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE AUTHORITY 5: Construct limerock base &final grading. 6. Construct bituminous surface course. N o 7. Install light fixtures (if alternate is chosen), and place marking, sod. a- Li Q)PP�" �Q 8. PRIOR TO NOTICE TO PROCEED THE CONTRACTOR MAY PROVIDE AN ALTERNATE PHASING PLAN FOR SHALL RE THE CONTRACTOR SEQUENCE OF WORK (PHASING) AND ESTIMATED TIME OF CONSTRUCTION APP OVAL. THIS PLAN 8. Clean up and perform substantial completion acceptance inspection. PER PHASE 9: Remove 0 o C) _ '�FLECT •O A barricades. E ya 9. MAINTENANCE OF TRAFFIC DEVICES SHALL INCLUDE THE FOLLOWING: 7gCr z° _n 1 QN ��P+1�Po�P A BARREL BARRICADE LINE AS DETAILED ON THIS SHEET TO BE LOCATED AT ALL CLOSED AREAS. o o o a THE LINES SHALL BE PLACED PER NOTE 2. L I OPERATING NDIT C 0 ONS TEMPORARY EDGE LIGHTING AS DETAILED ON THIS SHEET SHALL BE LOCATED AT ALL CLOSED AR AS. Work within Taxiway "E" and "D" safety areas requires Contractor "pull PROJECT No. THE LINES SHALL BE PLACED IN LINE WITH THE EXISTING EDGE LIGHTS. to work on a back" basis. 5135.24 SHEET No. II 5 ��d ����� ��� �� ���� � ��� WATCHLINE SEE SHEET 6.2 1. REMOVAL OF ASPHALT PAVEMENT SHALL INCLUDE REMOVAL OF ASPHALT SURFACE ONLY. PAYMENT FOR REMOVAL SHALL BE PAID FOR UNDER P-151-1 CLEARING STA: 20+95.90 AND GRUBBING. PAYMENT FOR REMOVAL OF BASE SHALL BE INCLUDED UNDER PAY ITEM OFFSET: 263.30 L DM P 152-1 UNCLASSIFIED EXCAVATION. CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS. PAYMENT STA: 20+86.82 SHALL BE PAID FOR UNDER T-901-1 SEEDING & MULCHING. OFFSET: 260.03 L� I X/ xz/ MATCH!LINE SEE SHEET 6. 1►Aff III#] DM m W, MILL EXISTING ASPHALT SEE DETAIL SHEET 9 PROPOSED 2-WAY 2" DUCTBANK MAINTAIN 10' FROM EDGE OF PAVEMENT AND 36" COVER REQUIRED SEE DETAIL SHEET 9 EXISTING 2W2" DUCT MARKER AND DUCTBANK EXISTING TAXIWAY/RUNWAY EDGE LIGHT GRAPHIC SCALE ( INF=T) i inch - 20 M 22+00 C WZ LL — F cc Q W 2Z �0 dcn J dJ J Fes, CL ct CL O 0 Z O Z W J Ll. I- W < p Z Ix X w L LJ z a a H Z Q U � Q - z U O x O_ U H J J Un LU � 3 o o a v 0 c gL G Z M to PROJECT No. 5135.24 SHEET No. 6.4 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. LEGEND SOD SHOULDER REMOVE EXISTING ASPHALT PAVEMENT (ALTERNATE #2) PROPOSED TAX WAY NEW PAVEMENT TO EXISTING PAVEMENT SEE DETAIL SHEET 9 TAXIWAY HOLDING POSITION MARKINGS SEE DETAIL SH---ET 9 DM 2W2" DUCT MARKER El ORL TAXIWAY/RUNWY EDGE LIGHT 'RUNWAY 9-27 GENERAL ilAVING AND GRADING NOTES: - SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM 250' OF 1988. 1. EL EVA 770 2. REFER T07 ELECTRICAL PLANS FOR UNDERGROUND ELECTRICAL. J. CONTRACTOR SHALL SAW CUT AND REMOVE EXISTING PAVEMENT TO LIMITS SHOWN. (MILLING OR OTHER APPROVED METHOD) 4. CONTRACT9R SHALL THEN SCARIFY RE -COMPACT AND PRIME EXISTING LIMEROCK BASE IN CONNECTION WITH NEW BASE CONSTRUCTION. 5. PAVEMENT TO BE REMOVED SHALL INCLUDE THE FOLLOWING: • REMOVE EXISTING ASPHALT (APPROX. 1") - PAY ITEM P-151-3 • RE- WORk ' ' EXISTING LIMEROCK BASE, ADDING ADDITIONAL BASE AS REQUIRED. COMPA C T AND PRIME BASE - PAY ITEM P-211-2. • PLACE 4 " BITUMINOUS SURFACE COURSE - PAY ITEM, P-401. 6. SEE GEOMETRY PLANS FOR CURVE DATA. 7 CONTRACTOR SHALL GRADE AROUND ALL STRUCTURES TO REMAIN WITHIN WORK LIMITS. MAXIMUM SLOPE WITHIN THE SAFETY AREAS IS 57. CONTRAC70R SHALL SEED AND MULCH ALL DISTURBED AREAS NOT TO BE SODDED. z 119.6 — --J RUNWAY SAFETY AREA MATCH LINE SEE SHEET 7.3 FAINKguim,l"lgl-w�ltanw�=�klgr",- ��- cc oRL o V) 5� uj lz Lu 3: oRL to 6 Lu w 204— FFF� L CL Z —20.2-" < I Z 0 0 z — 0 z z ILL LLB F- o 0 Z > Z DIM Z < Lu Z 0 C) x a :) 0 z w X C0 20. A U z E Pf Cj ,20.2 L0 LO 71 Co /- PROJECT No. 5135.24 SHEET No. 7.1 W/ 3 20.0 \ / NI 71 v CO WAYS FETYZAREA o RL �- - — — / / �� ry / / — — — — — — — -', _ / --_ —RUNWAY 'SAFETY AREA co 128 122 1 PROJECT No. / 5135.24 SHEET No. MAIIATCH LINE SEE SHEET 7.4 j 7.2 MAT iri LANE SEE SHEET 7.1 4 GRA HIC SCALE / II' / / / / I / / ' �� / / / zo 1 \� 1 IN FEET) ch _ 20 ft. / ^ / / I j / i / / c w i a i �7 a o IZ j J /IZ "/4� . . . . 'L z FT 2I1.4 Z . , u — —20.4— 2g i / / TAXIWAY AFETY AREA D j / / o �� . . . . . . ./. . . . . . ., w p w _ _moo. rn 21.6 RL j / / --�-- . —. - , . . /. 216 9 . . . . . . . . . . . . . . . . . . . . . / a Boa \ _ 2 L 21 3 \ 2 !DM \�/ --21.� RL % / �U' /� �/ �2:4. 22 H R L -o -R ---- -- -- - _ �R 2101 L - / / . . . . . . . . . . . . . . • . �' uj W ab. l/w A Lu 2a �. . . . 27 . c. �. . . . . . .� . / . . . /. . . . . . . �3.0 . . . . 22. 226 ���. �.` -� . . 8. .. /. \. j�\ /. 228 / . . . . . ./ . . . . . . . ./ /22.A = O 21.2 — _ DM RL �. . . . . . . Y\�14 L J 21 0 ; \ . O . . . . . \ �� . . . I . . / / o RL �.. \ . /. .. j. / j /. . \\ . . . . % �, b 2 ° � Q X ca TAXIWAY SAFETY AREA . ' / / ��o . . . ./. . . . . . . . . / ., / /. � W Wcc z _. _ -- /. . . . . . 0 U : ./ —: —.— . : 7� / I � < W_ 12+00 13+00 1 LEGEND � 21.z 11+00 0 15 / U �." Z J o+oo / /w r `3� / / uu r� SOD SHO LDER, RL� / / \ / U II.-: o / /^. REI OVE1REPLA 0 ASFF''HAL II PAVE E EXISTING / ENT GENERAL 'PAC/ING ACID G / / DING �bTES. j / / / / \ / \ / / BA ELINE' ��° / P / F,/ / / / /� N (ALTERNATE #2)/ / / 1. ELE' ATIONS SH9N A E BA / ED ON NORTH AA RICAN l/ERTICIL DATUM OF 1988� / LL \ �� / P� / ti �/ qq �C 2. EFER TO EL�,�TRICA PLAN IFOR UNDERGRO ND ELEC7RICA . ._ PROPOSED TAXIWAY 3. /CONTRAGTOR/SH SAW C/JT TO LIMITS SH0 (MILLIN AND REMOt/EX1STlNG PAUENT / R OTHER APP Ot/ED METHODw / / / / \\ / \( / 0�5P/ / / / o P j NEW PAVEMENT 4. CONTR TOR SHALL THEN SCARIFY TO / LIMEROCI�ASE INONNEC RE -COMPACT AND PRWE EXISTING ON WITH NEW BASE CONSTBUCTION. Q / ✓ \IJ \� / p EXISTING PAVE ENT 5. PA ME TO BE EMOVED HALL INCLUDE THE FOLLOWING. - 0 r SEE DETAIL SHE -ETA / • REMOVEEXISTING ASPHALT Rf� WORK EXISTING LIMERO (APPROJC 1) -PAYEM P-151-cL K BASE, ADDING AD!%ITIONAL BASE AS REQUIRED. / / / ° / o / \ "o / / co o a / COMPA T AND PRIME BASE - 9AY ITEM P-21 2. �QF/ �' o TAXIWAY HOLDI / / 4 BITUMINOUS SURFACE / • COURSE ITEM P-401. l / / ----- POSITION MAR SEE DETAIL SH INGS PLACE ET 9 / / IK SEE �EOMETRY PLANS FQ� - fAY URVE DATA. DM / / 7. CONTRACTOR SHALL -GRADE Wl IN WORK LIMI MAXI ROUND ALL ST UCTURES TO REMAIN M SLOPE WITHIN THE SA ETY AREAS IS 59a �P j / /010101210_ / / / / o / ° 3 �' 2W2" DUCT MA KER CO TRACTOR SHA L SEED A ( D MULCH ALL' DISTURBED AREAS NOT TO BE SODDED. / / / / / ti / / \�\ � PROJECT No. o RL TAXIWAY/RUNW I G LIGHT Y ED E / / / �o / / o / / / 5135.24 SHEET No. / MATCH LINE SEE SKEET 7.5 7.3 MATCH LINE SEE SHEET 7.2 RL I\ a / N \ / / ♦� _ / o RL Ir CIV / q5 ti R \�Pi �. �\\\� / / / / I I j / 19a / ♦ No � 1 N IGI i / / �♦\ / / C� � \ 19.2 yN F. 19. 18.8 -- _ \ I I oDM / I \ RIM ELEV. _ .2'— / 20.0 INV. ELEV 14. r / \ I I' \6 / / / / / /o R/L / \ 12 8 B'�_ — / . 21. p \ / \ D / I I , Ss :... / / / /�DM 'C / o I A AY AFE AREA (/ ....'..1'..:. / M 2p 0 ..'.•.'..'. '..'.'. .... . _� ..... . / i W \ �° LTI/ /.'.'..'.'.'..................... / :: f %'::'::':'':':' :�.......... . 2 \........�.... . . ...j /. o.....................:. .............:. , 19.8 ... ._... . LLJ................. ....._. .�.: ....... ... ... ''' '... i ''''''''''. ......''''' ......... ..... 6 .........'...0..../....._.... .......''.''''''................................... .. ....... .. ...... .. .. ................ I ....... ' % / //O/RL..''''/ / LEGEND GEN_.j � . / -� ... ........ 1,3 .. /......... .. ............... .....�.... ... .............................-........ .... >�..... '. / / �P A • ........................ ........................� .........//-.. ._ ..... , SOD SHOULDER . ✓�• . . . . . . . : . . . ..... .. . .. . . . . . . . . . . . . . . . .... . ... . . . . _ ..... ... ��O ..... :� .... .....'............/. : ....' . / "...: ..'..'.'.'.'.. ...'.'..'.'..'..'...'.. 20.0 ...'.' �'..'. ......ti.'..... ,�� off..... /.'.'.'.'."..''.'.'...'..'...'.'.'.'..'.'.'.'. '.'.'.'.' .'.' .'.'.'.'.'.'..'.'.'.'.'...:. p/...... SJ .. �..: ... ....... ...... .. i ... / ... .... ............. ......... ..... ........ ..... .... ry...... .. ........ p•....................19 4�.. ..........: '......... ...... ...'.'.'..........'." ... ... ,..,.....'.' ...'.'..'...'': .. / � � i / i REMOVE REPLACE EXISTING fir... / /:...©. �... 1L.. 19:8.... ......... ...� ............••.• .....'%'.'''" /' / o� / ASPHALT PAVEMENT Q':':' ' ' ' :'.' :': :.'...: ' .' .... ......'.'.'..'. :.'.'.'.'.'= :'.'.'.'..'.'.'..'.'.. '. '.'.. '...' ...........I..'. .: 0 .' ...'..... ....."..'.".'..0...•.'.'.'./ .'.'... / / �/ (ALTERNATE #2) /.... ..... o.... ...... / - o / .........' .'..'..'... �........... :'.':':':' :':':':: :..... ti o� .:.'.: ::: :.:.. . ' ' it /' ' .L'.'.' / o I LO / /.. .... .. /.'.'...'.'•' : ' / /j / / PROPOSED TAXIWAY 1.9.6 ..'...� ......'..'...'.'.'.'. / .':'.'.':':' f ...... NEW PAVEMENT N 1 �.� .. , / EXISTING PAVEMENT TAXIW�Y�SAF — � — .� �. �. � '� �.:... .'.':'.'.'..'.•.. � ..::•.':•.' ::'.': f...' � .. ...'' `i`Q ... . �! �� •.. � / / /. // 0 /' / /� SEE DETAIL SHEET 9 °.... ':.'.'.... y'.. - / / / ----- TAXIWAY HOLDING `� / � °•'•' - ��•-�-'� `• � ----- POSITION MARKINGS .. �... / / / / /�/ / / SEE DETAIL SHEET 9 ... .. / .'....... '... / / / / / DM ........... / '" / / /� 2W2" DUCT MARKER rp o / / / / / , o RL TAXIWAY/RUNWAY EDGE LIGHT 17+00 � / .:18+00 / jti.. / 19+00// f / / / , 20+00 g 21+00 o� RIM ELEV. = 18.0 _ %.'.'.'.'..'.:..'' °� INV. ELEV. — 14�0 / J BAS / / CID / / ... ......- IGENERAL PAVING AND GRADING OTES 18' %., . / // / �O , 1. ELEVATIONS SHOWN ARE BASED ON ORTH AMERICAN VERTICAL DATUM OF 1988. // � 2. REFER TO ELECTRICAL PLANS FOR UNDERGROUND ELECTRICAL. No' / J. CONTRACTOR SHALL SAW CUT AND REMOVE EXISTING PAVEMENT / 19-Z q / / j . •:...:- /j / / / // // / / / TO LIMITS SHOWN. (MILLING OR OTHER APPROVED METHOD) 4. CONTRACTOR SHALL THEN SCARIFY, RE —COMPACT AND PRIME EXISTING GRAPHIC SCALE LIMEROCK BASE IN CONNECTION WITH NEW BASE CONSTRUCTION. / / / 5. PAVEMENT TO BE REMOVED SHALL INCLUDE THE FOLLOWING. 20 0 10 20 40 90 / / f O° 1g' / Q / / / • REMOVE EXISTING ASPHAL T (APPROX. 1 ") — PA Y ITEM P-151-3 �� • RE —WORK EXISTING LIMEROCK BASE, ADDING ADDITIONAL BASE AS REQUIRED. ° COMPACT AND PRIME BASE — PAY �TEM P-211-2. 5 / / 'l / / • " B1M/NOUS SURFACE COURSE — PAY ITEM P-40L (IN FEET PLACE 4U) 1 inch = 20 ft. 6. SEE GEOMETRY PLANS FOR CURVE DATA. ✓ / / / +�`� °' y / / j / / / Q/ 7. CONTRACTOR SHALL GRADE AROUND ALL STRUCTURES TO REMAIN 14P / / 19'606 - / / /• //WTHIN WORK / S 51wo. CONTRACTLIMITS. MAXIMUM OR SHASEED LL AND MUSAFETY I CH ALL DISTURBED AREAS NOTTO BE SODDED. 0 J V w Fz a °C =UJ z N0 QU J •� J 3 O a zQ Q Q 0 J Z J ZO a O O Z « LL Z_ Q Imo- cLu F- 0� z O �-}ZU Z Q w OT<C3U U Q Z J �— J N O U � U 0 o m o E z Lo o ,n PROJECT No. 5135.24 SHEET No. 7.4 MATCH LINE SEE SHEET 7.4 / �Pi Z 0 / fro cn �I L 4 1 t 2 �/ 02 -o / / io / p/ / / / / // RL/ / / N 41. z q,^ // EXISTING CANAL' F �L \/ / o .i, ti / w ci z LL j 20 / ,. / / / / t T 1 ¢ cc w P+y�P� z CV aN Lu W i sell cn /0 al GENERAL PAVING AND GSADING NOTES: p U SOD SHOULDER 1. ELEVATIONS SHOWN ARE SED ON NORTH AMERICAN VERTICAL DATUM OF 1988. 2. REFER TO ELECTRICAL PLANS FOR UNDERGROUND ELECTRICAL. a m Z a CONTRACTOR SHALL SAW CUT AND REMOVE EXISTING PAVEMENT REMOVE/REPLACE EXISTING TO LIMITS SHOWN. (MILLING OR OTHER APPROVED METHOD) -� Z J ASPHALT PAVEMENT CON 4. TRACTOR SHALL THEN SCARIFY RE COMPACT AND PRIME EXISTING (ALTERNATE 2 # LIMEROCK BASE IN CONNECTION WITH NEW BASE CONSTRUCTION (L Z / l j 5. PAVEMENT TO BE REMOVED SH LL INCLUDE THE FOLLOWING. REMiOI/E EXISTING ASPHALT O U € (APPROX.1) -PAY ITEM P-151-3 PROPOSED TAXIWAY • RE WORK EXISTING LlMEROCK BASE, ADDING ADDITIONAL BASE AS REQUIRED. CDIPACT AND PRIME TEM y= a � / BASE - PAY I P-211-2. • PLACE 4" BITUMINOUS S RFA E COURSE - PAY ITEM P-401. ix Lu NEW PAVEMENT TO 6. SEE ,GEOMETRY PLANS FOR CURVE DATA. EXISTING PAVEMENT 7. CONTRACTOR SHALL GRADEAROUND ALL STRUCTURES TO REMAIN W I / SEE DETAIL SHEET 9 WITHIN WORK LIMITS. MAXI U SLOPE WITHIN THE SAFETY AREAS IS 5% Z CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS NOT TO BE SODDED. TAXIWAY HOLDING e--- POSITION MARKINGS SEE DETAIL SHEET 9 ! Z Q W = V DM „ I W I � 2 2 DUCT MARKER II � O >C IL V W o RL TAXIWAY/RUNWAY EDGE LIGHT U CO GRAPHIC SCALE 20 0 10 20 40 BO ( IN FEET) 1 inch = 20 ft o --1 F 3 ol.. M g c.>.. 0 ti N O E E O N Ln M POOJECT No. 5135.24 SHEET No. 7.6 1pi A' T-Ur grII EXISTING PAVED RUNWAY SHOULDER DM EXTEND EXISTING HOLD BAR SEE DETAIL SHEET 9 �an� \ \ / �� / STA: 19+28.31 � vvy`w�� OFFSET: 207.89 Lam`', o� 0 D \ � �z9� �O / ,- 1-1 Lli b CONNECT TO EXISTING \ \ \ STA: 17+26.87 EXISTING PAVEMENT MARKINGS \ OFFSET: 7.89 L 10+00 11+00 12+00 13+ \\ 14+00 / 15+00 16+00 17+00 18+00 19+Ob i c \\ O BASELINE i CONNECT TO EXISTING / EXISTING PAVEMENT MARKINGS / \ \ EXISTING CANAL 20+00 CONNECT TO EXISTING EXISTING PAVEMENT MARKINGS 21+00 22+00 22+47.80 c J � W z LL F � W M Z 0 �~ �N s oil 0 0. z J Z ® 0 Z o W LL Z Z x Y cc Lu w Z Z Z W d U W = J W J N 0 � U CL � g 0 N E � 6 O 0 O Z M c3 c Ln �° PROJECT No. 5135.24 SHEET No. 8 THIS PROJECT TABLE OF INSIDE FOR RECTANGULAR DIMENSIONS STRUCTURES STRUCTURE TYPE INLET MANHOLE A 2'-1 1 4" X 2'-9 1/2" 2'-1 1 4" X 2'-9 1/2" B S—O" X S—O" 3'-0" X 3'-0" C 3'-0"X4'—O" 3'-0"X4'—O" D 3'-0" X 5'-0" 3'-0" X 5'-0" F 4'-0" X 4'-0" 4'-0" X 4'-0" G 4'-0" X 5'-0" 4'-0" X 5'-0" H 5-0" X 6'-0" 5'-0" X 6'-0" J 6'-0" X 6'-0" 6'-0" X 6'-0" K 4'-0" X 6'-0" 4'-0" X C-0" L S—O" X 6'-0" 3'-0" X 6'-0" FOR MANHOLE USE US FOUNDRY FRAME AND COVER, DRAWING NO. 465 rFj (OR APPROVED EQUAL) COVER TO BE MARKED "STORM SEWER" 1'-8 3/4"DIA. ADJUST TO GRADE WITH MIN. OF 6" AND MAX. OF 12" BRICK MASONRY, 0 0 o 0 0 0 (TYP.) FOR CATCH BASIN USE US FOUNDRY FRAME AND GRATE, DRAWING NO 4155-6210 (OR APPROVED EQUAL) 2-13 4" x 2"-10" 0 0 ]a- #5 ® 12" C/C 8" MIN 1 (BOTH WAYS)(TYP.) APPROVED CONST. JOINT PERMITTED O 4'-0" MIN. #4 ® 12" C/C SEE TABLE (BOTH WAYS) �\ 2-1/2" CL. (YTP) 6" WEtr HOLE 12" #4 ® 12" C/C /— APPROVED CONST. JOINT PERMITTED If o �\° III0 ° 0' #4 ® 9" CTRS. g (BOTH WAYS) DRAINAGE STRUCTURES N.T.S. TYPE C «49L�1 3000 PSI CONCRETE GRAVEL NOTE: INSIDE DIAMETER OF CONDUITS IS SHOWN 2 WAY 2" DUCTBANK IN CONCRETE (TYP.) SCALE: NTS —VARIES— SEED AND MULCH -- 14' 20'—" SEED AND MULCH '-DER SOD +J 6" TYF E CONNECTOR tEARING AND GRUBBING LIMI 118' (GROUP IIII SAFETY AREA 25' SHOULDER (SEED AND MULCH SOD 4" P-401 BITUMINOUS PAVEMENT—/ P-602 BITUMINOUS PRIME COAT - PAYMENT INCLUDED IN PRICE FOR UMEROCK BASE B" P-211 UMEROCK BASE - 100% MAX. DENSITY 12" P-160 STABILIZED SUBGRADE 100% MAXIMUM DENSITY (MIN. LBR=40) TYPICAL TAXIWAY SECTION N.T.S. EXISTING LIMEROCK BASE TO REMAIN TYPICAL TAXIWAY REHAB SECTION ALTERNATE 2 N.T.S. 1 1/2" MIN. TYP FROM TOP OF PAVEMENT TO TOP OF SOD REBUILD SURFACE WITH 4" OF ASPHALTIC CONCRETE PAYMENT SHALL BE INCLUDED UNDER PAY ITEM P-401-1 WORK TO BE INCLUDED IN ALTERNATE #2 —VARIES— SEED AND MULCH REMOVE 1-1/2" ASPHALT SURFACE PAYMENT SHALL BE INCLUDED UNDER P-150-2 SCARIFY AND REWORK BASE AND ADD ADDITIONAL LIMEROCK (PRIMED) AS NEEDED. PAYMENT FOR LIMEROCK SHALL BE INCLUDED UNDER PAY ITEM P-211-2 WORK TO BE INCLUDED IN ALTERNATE #2 120 I 3' I 1� 200' I TAXIWAY CL TO RUNWAY (r (3' DIMENSION IS EDGE TO EDGE) N.T.S. NOTE: SEE MARKING PLANS FOR FURTHER DETAILS, ORIENTATION, AND LOCATIONS OF STRIPING. 4' BITUMINOUS TACK COAT mooFAA P-603 1 1/2' BITUMINOUS SURFACE COURSE y FAA P-401 BITUMINOUS PRIME COAT SAWCUT AND REMOVE EXISTING 4' BITUMINOUS SURFACE COURSE FAA P-602 PAVEMENT A MIN. DEPTH OF 1 1/2' FAA P-401 SAWCUTEXISTINGASPHALT PAVEMENT BITUMINOUS PRIME / 8' UMEROCK BASE P-211 EXISTING UMEROCK BASE - SEE NOTE COAT FAA P-602 TRANSVERSE SECTION - NEW PAVEMENT TO EXISTING PAVEMENT NOTE.• CONTRACTOR SHALE. SCARIFY, RECOMPACT AND PRIME EXISTING LIMEROCK BASE IN CONNECTION WITH NEW PAVEMENT CONSTRUCTION. PAYMENT TO BE INCLUDED IN PAY ITEM FOR MILLING N.T.S. ffXA2j1147II2[iZdA NEW GUIDANCE SIGN INSTALLATION 2' MINIMUM GRADING AND FILL DETAIL FOR NEW GUIDANCE SIGNS N.T.S. 20' 125' C 0 S 0 0 m CENTERLINE BLACK PAINTED BACKGROUND 3' 12"--J YELLOW PAINTED AIRCRAFT HOLDING SIDE z MARKINGS II 66 TYPICAL TAXIWAY MARKINGS AND HOLDING POSITION MARKINGS N.T.S. NOTE: SEE MARKING PLANS FOR FURTHER DETAILS, ORIENTATION, AND LOCATIONS OF STRIPING. MARKINGS PLACED ON EXISTING PAVEMENT SHALL BE OUTLINED ENTIRELY WITH BLACK PAINT EXTENDING B" BEYOND PROPOSED MARKING. GLASS BEADS SHALL BE INCLUDED IN ALL PAVEMENT MARKINGS EXCEPT BLACK. SLOPE SHALL NOT EXCEED 20:1 WITHIN THE SAFETY AREA AND 4:1 OUTSIDE THE SAFETY AREA WITHOUT THE PERMISSION OF THE ENGINEER. COMPACTED FILL rc O J 7 O x rA 0 0 N O J � Lu IL Z Hcc Q W =Z N0 2 H Qy J O cn (L J 4 Q a �o J Z ui O Oo Z Q LL X Q } Z W H z W 0 Z a O Z a W LV o x cl) U U < J J W a v U H a cn J } ~ I- N ro U 0- : 3 O O\ $ E � o v z Lo L1 PROJECT No. 5135.24 �*ffm I ; PRO SE BASELINE A V A V TATION 1+00 0 -0 -. _.. ... .. .... _.5 .... I .. , _ .._ --. - 5.1•.. _ _. .. .. _ ;.. rAKAYA .. ... EXIS77NO TAXIWAY 24 24 ra R MIAN -I I 22 22 Dt _ - -t- I _.: _..20 _ :_ III - EXISTIN .GRADE -, 20. ,8 - 16 16 I, _ ROPOSE I BASELINE . TATION 12+00 0 0.17 I I 10, , .. :. .. ..... ... REMOVE/REP ASPHALT 3 C£ EXISDNG W.9Y, .. - .. £XIS _ -.- TO R TAXIWAY - MA1N SCARIFY AND COMPACT BASE AMD � _.. ,_... .. ADD ADDM0j WORK 70. 64L..LIMEROCK_A INCLUDED /N A IyEEO 7ERNA rA ...... _ 24 I i 24 22 -------- 22 . EXISTING G 20 20 I I _ t8 { 18 0 88.99 I - 16 11 - -_ i SCALES i 1 HORIZONTAL: 1 0 I VL RTICAL ° 1": 21 m F- ct O a a a J Z p ® Z vd O Z F- w C LL H Oui uj Z H � ZQ� v CD cn u, Z O v 0: O X U J N U J N U CD m L) J Li OX N O p C Z LO M Ln PROJECT No. 5135.24 SHEET No. 10.1 �V W Z LL - h � W Z Yq 0 N �05 F- 0, J Z a 0 O Cl) z P:w0 LL z X 96 cc uw U w w z z 6 > Q � z�0 O X U J U � w_ Cl) U D J H cn � 3 O X N O O O Z M L7 G O � � C F'AJJEGT ham. 5135.24 10.2 wz �gr Q W 2Z y o 4(* J ca 0 a a a J z z 0 z 0 J _ t— w 0 LL. z x H w w W z z_ Q (!) Lm z0 D X U U w U J H N N C.7 3 0 o v w p 6 o V' O x N O cm p cc Z M C9 F PROJECT No. 5135.24 10.3 r m a c pi H 0 a a a J Z Z 0 55 � OJ 2ZZ F=w0 L- H > w w � z 0 w rJ t/) w U¢�`� IX w_ ~ U J H cn 0 Up 3 O CLj W O � O O N X Z M C .F Lo PROJECT No. 5135.24 w 0 a z Q -jU WZ LL F � Q W = Z �O �y Q r�g+ I z ® Z `n O VO z W 0 L r F- W Z Z< O U W z V O X U J U Q ~ W_ U J H 10.5 CFILLm PROPOSED PROPOSED _ A y A y BASELINE H I EN ERL NE iS TATIO i7+00 W _ - - N f- s W I Z r 66, J 2 i I, I Z VI 24 :... -.. :._ _ l.. .. A POSED TAXINA PHA'. EXTENSION _ ..al Q 0 22 22 z 2 ----- —__— -,- T -'- -----L—_'— 20 18 18 27.96 0.20 le I LL I a ca I I'I , I I _I _P I BASELINE _I 1—I STATION 17400 W I 1 _ cc -- N , N I II 977.57 365 _ I - I Q Q Z W Z ® N CC � Z Z J LL 2 24 Qi—H f-I I - w W z 'Q w n c 2 2 2 c� - to w Z O U _x, _- O X J 2 _ _ _._ �.._ XISMIG GRADE 20 -- — - 18 18 H _ fA le 16 o a 0 Ld _ I a x E - : o O o A Ln SCALES - PROJECT No. HORIZONTAL: 1": 0' 5135.24 _ _ VEPTIC L : 1"= 2' SHEET No. I 10.6 _ I I IIII —,—CUT F LL— -- - _ PRC TA CE — POSED I Ay T RUNE _ PROPOSED BASELINE STATION 18+0 - A V A - V - 3070 0.019 24 I 24 2d 222 .. PRO ALPHA EY7 TAX/WAY ... EXTENS/ON._-, ... - -.. T/E--7N TO TAXIWAY,_. CYIS77NG , 2L. 2- 2 20 18. 1 115 — r 16 75.42 0 52 1 G G z M 0 - o Fn z o J pWO LL it w U w w z �N N U F N w z 0 0X U J U � W F- F� N U D J F- N O p U U ® O O N x O z LO n m O G O ,gg V � LO O PROJECT No. 5135.24 SHEET No. 10.7 } m H re 0 C. a a J Z p O O Cl) z J I— Lu 0 U. w "U w z z Q O Cl) z 0 w O X U J U � w U J H On N 3 \ 0 o v w v (f) x t It c {� ® O C Z M S� �n a O 0 U 3 PROJECT No. 5135.24 14.8 i r m GENERAL NOTES 24. EXPOSED RUNS CF CONDUITS SHALL BE INSTALLED WITH RUNS PARALLEL OR, PERPENDICULAR TO WALL, STRUCTURAL MEMBERS OR INTERSECTIONS OF VERTICAL 6 TEMPORARY CABLE MAY BE INSTALLED IN DUCTS OR LAID ON THE SURFACE 1 OF 1. THE ELECTRICAL CONTRACTOR SHALL COMPLETE ALL ITEMS ON THE FOLLOWING ELECTRICAL PLANES AND CEIL NGS, WITH RIGHT ANGLE TURNS CONSISTING OF SYMMETRICAL BENDS THE PAVEMENT IN AREAS NOT SUBJECT TO AIRCRAFT OR TRUCK TRAFFIC, AND SHEETS: OR PULL BOXES S INDICATED ON THE DRAWINGS. BENDS AND OFFSETS SHALL BE ANCHORED AT FREQUENT INTERVALS TO PREVENT MOVING. NO SEPARATE PAYMENT AVOIDED WHERE POSSIBLE. WILL BE MADE FOR TEMPORARY WIRING TO MAINTAIN EXISTING SYSTEMS IN A. PROVIDE AND INSTALL NEW TAXIWAY/RUNWAY EDGE LIGHTS FOR NEW TAXIWAY A OPERATION OR TO BYPASS SEGMENTS OF EXISTING SYSTEMS. ALL COSTS o EXTENSION FOR A COMPLETE WORKING SYSTEM IN PLACE AS SHOWN ON PLANS. INCIDENTAL THERE TO SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 25. ALL CONDUITS PENETRATING RATED FIRE WALLS OR RATED FIRE FLOORS SHALL BE U.L.w L' APPROVED DEVICES TO MAINTAIN THE FIRE RATING OF THE FLOOR OR WALL PENETRATED. 2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO INSTALL THE ELE TRICAL 7 PRIOR TO WORKING ON ANY CIRCUIT, THE CONTRACTOR SHALL PROVIDE TO THE SYSTEMS AS INDICATED ON THE D AWINGS. ITEMS NOT SHOWN BUT OBVIOUSLY NECESSARY 26. BALANCE', ALL LOADS AT END OF PROJECT WITH ALL ELECTRICAL SYSTEMS ON. ELECTRICAL MAINTENANCE DEPT. A WRITTEN LOCKOUT PROCEDURE FOR APPROVAL. FOR COMPLETION OF THE WORK S ALL BE INCLUDED. THE ELECTRICAL MAINTENANCE DEPT. SHALL REVIEW AND STATE FINAL LOCKOUT 27. ALL BUSSES SHALL BE COPPER. RULES. CONTRACTOR SHALL NOT RELY UPON DEACTIVATION OF THE CIRCUITS BY 3. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, LOCAL THE TOWER OR BY OTHERS. CODES, CITY CODES, FEDERAL AVIATION ADMINISTRATION STANDARDS, AND ALL ST. UCIE COUNTYGENERAL `'LLATWN NOTES: BUILDING CODES: 8. THERE SHALL BE NO SPLICES OF CONDUCTORS BETWEEN LIGHTS OR IN CONDUITS [2: 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS, AND APPROVALS. 1. ALL THE EXISTINGINFORMATION, UTILITIES, CABLES, DUCTS, MANHOLES, FIXTURES, OR DUCTS. SPLICES SHALL BE PERMITTED IN MANHOLES, JUNCTION BOXES,, LIGHT BASES, AND OTHER APPROVED LOCATIONS USING L-823 CONNECTORS} ETC. IS BASED 0 THE AS-BUILTS, RECORD DRAWINGS, AND SITE VISITS 5. THE CONTRACTOR SHALL COORDIN TE HIS WORK WITH THE SITE ELECTRICAL ENGINE !,BY R, THE ENGINEER. HE LOCATIONS SHOWN ON THE PLANS HAVE BEEN DETERM'IINED I 9. THE CIRCUIT NUMBERS OF EACH CONDUCTOR SHALL BE IDENTIFIED BY , ST. LUCIE COUNTY AVIATION DEPARTMENT AND FAA. BY AS -BUILT DRAWINGS AND ARE NOT INTENDED TO PROVIDE EXACT LOCATIONS, PERMANENT BRASS TAGS (SEE DETAIL) IN EACH MANHOLE, JUNCTION BOX AND 6. THE CONTRACTOR SHALL, BEFORE SUBMITTING HIS BID VISIT THE SITE OF THE PROJECT TYPE OF COMPONENT NOR MANNER OF CONSTRUCTION AND SHOULD NOT BE AND SCALED 'FROM DR WING. THE LOCATION OF `MANHOLES, PULL BOXES, JUNCTION LIGHT BASE. ALL PROPOSED CONDUCTORS SHALL BE TESTED FOR LNSULATION �z^v BECOME FAMILIAR WITH THE EXISTING CONDITIONS. NO ALLOWANCE' WILL BE MADE A OR RESISTANCE PRIOR TO CONNECTING TO EXISTING CIRCUIT, USING A 1000V BOXES, ETC. ALONG WITH THE ROUTE(S) (AND IDENTIFICATION) FOR CIRCUITSI x 5m N �dm EXISTING CONDITIONS OR FAILURE N F THE CONTRACTOR TO OBSERVE THEM. MEGOHMMETER. CIRCUITS OR NEW PORTIONS OF CIRCUITS SHALL BE AS SHOWN ION THE LAMS HAVE BEEN DETERMINED FROM AS -BUILT DRAWINGS ; X . a Wz� w. a PROVIDED BY ST. LUCIE COUNTY AVIATION DEPARTMENT AND SHOULD BE FIELD COMPLETE AS POSSIBLE FOR TESTING. ALL TESTING SHALL BE WITNESSED BY 7. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE BEFORE BIDDING WITH ALL LOCAL i THE OAR. VERIFIED. IT IS THE CONTRACTOR RESPONSIBILITY TO VERIFY AND SHALL SATISFY wp� oMw UTILITIES INCLUDING THE POWER,_T TELEPHONE, FEDERAL AVIATION ADMINISTRATION, A D TO HIMSELF AS TO T E LOCATION OF ALL UNDERGROUND FACILITIES WITHIN THE! �w[.F ssw zz06 MEET ALL OF THEIR INSTALLATION REQUIREMENTS. ALL LABOR, EQUIPMENT OR MATERIALS 1 . WHEN CONTRACTOR IS WORKING WITH EXISTING CONDUITS, HE SHALL REMOVE ALL DEVICES AREA OF CONSTR' CTION. ALL EXISTING UTILITIES, CABLES, EQUIPMENT, DEVICES m Nc�o NECESSARY TO MEET THESE REQUIREMENTS IS TO BE INCLUDED IN THE BID. THE CONTRACTOR ABANDONED CABLES WITHIN PROJECT LIMITS AND IDENTIFY ALL ACTIVE CIRCUITS DAMAGED IN THE COURSE OF THIS CONTRACT SHALL BE IMMEDIATELY , d4 mm SHALL OBTAIN, DELIVER AND INSTALL ALL CONDUITS, PULLBOXES AND EQUIPMENT REQUIRED ON RECORD DRAWINGS. AT THE OF THE CONTRACTOR. WHERE ANY ITEM IS FOUND TO BE xw� BY THE UTILITIES TO THEIR SPECIFICATIONS. ,EXPENSE LOCATED DIFFERE TLY THAN IS SHOWN ON THE DRAWINGS, THE ACTUAL LOCATION 11. CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ALL CABLE ROUTING II'IAND � 8. ELECTRICAL REPRESENTATIVE IS A FOLLOWS: SHALL BE IMMEDI TELY MEASURED AND RECORDED ON THE RECORD DRAWING. CIRCUIT DESIGNATIONS ON THE "AS -BUILT' DRAWINGS. v LL 3 ELECTRICAL. MAINTENANCE - P, UL DYER - 561-340-8113 (BEEPER) 2. VARIOUS, DIRECT URIED FAA CABLES PASS THROUGH THE WORK AREA. THESE ST. LUCIE AIRPORT MANAGER _ PAUL PHILLIPS 561-462-1732 1 COUNTERPOISE WIRE IN NEW DUCT BANKS SHALL BE EXTENDED INTO THE CABLES SERVE F FACILITIES (NAVAIDS) WHICH ARE CRITICAL FOR SAFE AIRPORT z C MANHOLES AND PULLBOXES AT EACH TERMINAL END AND CONNECTED TO 3%4' X OPERATION. IT IS OF THE UTMOST IMPORTANCE THAT DAMAGE TO THESE CABLES �i- � 9. GROUNDING SHALL BE INSTALLED I ACCORDANCE WITH SPEC SECTION L-108. THE GROUNDING BE PREVENTED. CABLE LOCATIONS SHOWN ON THE PLANS ARE BASED ON THE 10 GROUND ROD. a N SYSTEM SHALL NOT EXCEED 10 OHMS. THE EARTH SHALL BE DRY FOR 48 HOURS RIOR TO BEST INFORMATION AVAILABLE, BUT MAY NOT BE PRECISE. THE CONTRACTOR IS TESTING. ADDITIONAL GROUNDING TO MEET THIS REQUIREMENT SHALL BE INSTALLED AT NO SPECIFICALLY WARNED AGAINST SCALING FAA CABLE LOCATIONS FROM THE 1 CONTRACTOR SHALL PROVIDE ALL CONNECTOR KITS, HEAT SHRINK KITS, BRA SS 3 EXTRA COST, GROUNDING AND BON ING SHALL NOT BE PAINTED. APPROXIMATE DATA SHOWN ON PLANS. THE CONTRACTOR SHALL KEEP THE TAGS, AND ALL INCIDENTIALS THAT WILL ALLOW FOR QUALITY ASSURANCE OFI OAR(OWNER APPROVED REPRESENTATIVE) INFORMED OF HIS EXCAVATION PLANS AT SUCCESSFULY DISCONNECTING AND RECONNECTING CIRCUITS. 10. PROVIDE AN EQUIPMENT GROUND CONDUCTOR SIZED PER NEC AND FAA SPEC. L-108 SECTION SHALL BE LEAST FIVE WORKING DAYS IN ADVANCE. THE OAR WILL NOTIFY THE FAA AND BE PULLED IN ALL ELECTRICAL CONDUITS, POWER AND CONTROL, WHETHER OR NOT NDICATED ON PLANS. REQUEST THAT THE CABLES BE STAKED IN THE FIELD. EVEN AFTER THE CABLES 1 ARE STAKED, THE CONTRACTOR SHALL USE ELECTRONIC DETECTION DEVICES AND 11. ALL EQUIPMENT SHALL BE NEW AND UNUSED U.L. LISTED AND FAA APPROVED. CAREFULLY HAND (!EXCAVATION TO LOCATE CABLES. AFTER CABLES ARE LOCATED, LEGEND CONTRACTOR SHALL SPECIFY EXACT LOCATIONS ( STATIONING, OFFSET, ELEVATION, 12. SHOP DRAWINGS SHALL BE SUBMIT ED FOR THE FOLLOWING EQUIPMENT: AND TYPE OF CABLE) AND 'SHALL BE ACCURATELY MEASURED AND RECORDED ON - NEW SCHEDULE 40 PVC CONDUIT DIRECT BURIED WITH LIGHTING ASSEMBLIES, SPLICE KITS, PULL BOXES, CONDUITS; CABLE THE RECORD DRAWING. COPIES OF THIS MEASUREMENT AND RECORDING OF THE L-824 5KV CABLES, INSTALLED 24" BELOW FINISHED GRADE GROUND RODS, BASE CANS, GUIDANCE SIGNS. DATA SHALL BE CONSIDERED AN IMPORTANT PART OF THE CONTRACT FOR A COMPLETE WORKING SYSTEM IN PLACE. REQUIREMENTS. WHEN ENCASING EXISTING FAA CABLES IN DUCT OR OTHERWISE 13. THE CONTRACTOR IS RESPONSIBLE TO TEST ALL SYSTEMS AND REPAIR OR REPLACE EXCAVATING IN THEIR VACINITY CONTRACTOR SHALL USE EXTREME CAUTION TO NEW SCHEDULE 40 PVC CONDUIT CONCRETE ENCASED WITH ALL . DEFECTIVE WORK TO THE SATISFIC TION OF THE ENGINEER AND OWNER. AVOID DAMAGING CABLES. ANY DAMAGE, EVEN IF APPEARING TO BE SUPERFICIAL, L-824 5KV CABLES, INSTALLED 24» BELOW NEW PAVEMENT i cc SHALL BE REPORTED TO THE OAR. IN MANY CASES CABLE NICKS MAY BE FOR A COMPLETE WORKING SYSTEM IN PLACE. O 14. ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL BE GUARANTEED INEXPENSIVELY R PAIRED USING A CAST RESIN SPLICE KIT, BUT IF NOT REPAIRED 0. Q AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE WILL LEAD TO FAILURE OF THE CABLE. ' NEW L-861TQ, 36 Q OF ACCEPTANCE. WATT TAXIWAY EDGE LIGHT MOUNTED ON 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING UTILITY COMPANIES AND A L-867 BASE CAN WITH A CORTEN OR APPROVED EQUAL J Z Et FAA TO (IDENTIFY AND LOCATE ANY UNDERGROUND UTILITIES AND/OR CABLE BASE PLATE AND PROPERLY SIZED TRANSFORMER INSTALLED O 15. COORDINATE ALL ELECTRICAL EQUIPMENT LOCATIONS AND POWER REQUIREMENTS AND VERIFY WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL ASSIST UTILITY COMPANY IN SHOULDER. MAKE ALL NECESSARY CONNECTIONS FOR A ALL OBSTRUCTIONS WITH ALL SUBCONTRACTORS AND EQUIPMENT SUPPLIERS PRIOR TO ANY IN EFFORTS TO F�ELD VERIFY UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COMPLETE WORKING SYSTEM IN PLACE. W L- INSTALLATION. REVIEW ALL AIRFIELD UTILITIES WITH AIRFIELD MAINTENANCE BEFORE BEGINNING > WORK. EXISTING STAKE MOUNTED FIXTURE TO REMAIN IN PLACE. X Z 16. THE DRAWINGS ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF CONDUIT RUNS. THESE W W Z ARE TO BE COORDINATED WITH OTHER TRADES SO THAT CONFLICTS ARE AVOIDED PRIOR TO 4• TEMPORARY WIRING SHALL ALSO BE REQUIRED TO MAINTAIN THE TAXIWAY EDGE NEW 16" DIAMETER, L-867 BOTTOMLESS JUNCTION CAN WITH J INSTALLATIONS. LIGHTING SYSTEM AND RUNWAY EDGE LIGHT SYSTEM INCLUDING LIGHTED SIGNS COVER COMPLETE 1N PLACE INSTALLED IN EARTH. Z Q < 0 AND HOLD BARS, IIN OPERATING CONDITION AT THE END OF EACH WORK PERIOD. w 0 17. AIRFIELD CONDUCTORS SHALL BE FAA APPROVED 5KV L-824 CABLE. AIRFIELD VAULT AND GROUND CONTRACTOR SHA L PROVIDE TEMPORARY CABLES FOR TEMPORARY LIGHTS. 3/4" x 10' MINIMUM COPPER CLAD GROUND RODS �- >"- U�1 F- CONDUCTORS SHALL BE 600V, XHHW BELOW FINISHED GRADE AND WET LOCATIONS. TAXIWAY EDGE LIGHTS SHALL REMAIN IN OPERATING CONDITION FOR ALL TAXIWAYS EXOTHERMICALLY WELDED TO COUNTERPOISE EVERY 500' Z Lu WHICH ARE OR COULD BE OPENED TO TRAFFIC AT THE END OF THE WORK V 18. SCHEDULE 40 PVC SHALL BE USED UNDERGROUND. ALL ABOVE GRADE EXTERIOR C . j OTHER LIGHTING SYSTEMS WITHIN THE WORK AREA AND SHALL BE NDUITS SHALL BE PERIODTAKEN NEW L-858Y,R,L SIGN O SCHEDULE 80 PVC. ALL VAULT INT RIOR CONDUITS SHALL BE EMT. MINIMUM CONDUITSIZE » OUT OF'' SERVICE WHEN REQUIRED BY CONSTRUCTION AND SHALL BE RESTORED AIRFIELD WITH FLUORESCENT LAMPS, SIZE 2 SHALL BE 3/4 . ~ J AT THE EARLIEST POSSIBLE DATE. BUT IT JS NOT PERMISSIBLE' TO ALLOW CONTRACTOR SHALL PROVIDE NEW CONCRETE BASE FOR W PORTIONS OF EXISTING SYSTEMS EXTENDING BEYOND THE WORK AREA TO BEALL NEW AIRFIELD SIGNS . SEE SIGN SCHEDULE FOR PANEL . » 19. FLEXIBLE CONDUITS SHALL BE USE TO TERMINATE ALL REGULATORS AND OTHER VI RATING , AFFECTED. TEMPORARY WIRING SHALL BE PROVIDED TO MAINTAIN CONTINUITY OF ASSIGNMENTS. D EQUIPMENT AND SHALL BE BETWEEN=18 AND 3 IN LENGTH. TAXIWAY EDGE LI HTS AND RUNWAY EDGE LIGHTS, ETC. EXTENDING BEYOND THE J 20. TYPEWRITTEN PANEL SCHEDULES SHALL BE INSTALLED IN EACH PANELBOARD, AND TERMINAL WORK AREA. EXISTING GUIDANCE SIGN TO REMAIN IN PLACE. N BLOCK SCHEDULES IN EACH CONTROL CABINET. 5. STENCIL',ALL ELECTRICAL EQUIPMENT TO IDENTIFY FUNCTION, CIRCUIT VOLTAGE! AND PHASE. WHERE THE EQUIPMENT CONTAINS FUSES, ALSO 21. ALL REFERENCES TO A MANUFACTURER ARE GIVEN ON A "FAA APPROVED EQUAL" BASIS. STENCIL THE FUSE OR FUSE LINK AMPERE RATING. WHERE THE EQUIPMENT'' 2-X - 2 INDICATING NUMBER OF CONDUCTORS, DOES NOT HAVE S UFFICI'ENT STENCILING AREA THE STENCILING ENCIL NG SHALL BE -X 22. ALL SPARE CONDUITS SHALL BE CAPPED WITH A PVC CAP. DONE ON THE WALL NEXT TO THE UNIT. THE LETTER SHALL BE ONE INCH NIGH 1C X INDICATING CIRCUIT IDENTIFICATION AND PAINTED IN WHITE OR BLACK PAINT TO PROVIDE THE HIGHEST CONTRAST 1W2 1C -1 INDICATES NUMBER OF COUNTERPOISE 23. ALL CIRCUITS SHALL BE IDENTIFIED IN PULL BOXES, LIGHTING FIXTURES, MANHOLES, BASE CANS, WITH THE BACKGI OUND. 1W2" - 1 INDICATING NUMBER OF CONDUITS, 2 INDICATING CONDUIT SIZE DUCT BANKS, IDENTIFICATIONS SHALL MATCH PANEL SCHEDULE. o ! 1 REMOVE EXISTING STAKE MOUNTED FIXTURE, COMPLETE IN a a PLACE. BACKFILL AND REPAIR AND SOD DISTURBED AREAS ACCORDINGLY. cb 0 Z a o 0 o PROJECT No. 5135.24 SHEET No. E-1 - �I I } J DEMOLITION NOTES Al CONTRACTOR SHALLREMOVE EXISTING DIRECT BURIED EDGE LIGHT, / TRANSFORMER, CONCRETE STAKE, AND WIRING COMPLETE. / CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY CABLES TO MAINTAIN THE EXISTING EDGE LIGHTINGI DURING CONSTRUCTION. DM / MAKE ALL NECESSARY CONNECTIONS �OR A COMPLETE WORKING SYSTEM IN PLACE. rrl ` ��- C129 ) D U rn 0� u 0 0 T/W A / l U / GRAPHIC SCALE 40 0 20 40 80 i ( IN FEET ) 1 inch = 40 ft. 1—D 1C 1 W2' • ' O \1 ��\• \ 1CD 1 W2' C 1 t28C W2 • • 3 O 1 \ O 1 1 D 28 O 1 ' 1C 1 W2' • 2—D 1 1G ' 1 1 W2' B D C 2— • J ', 4 1 1 ` O 1 W2' O �! • B • J 1 W4" B 4 i B %0 �•� 0 \ . 128E \. ` O � 2—;D 1 • 1C U 3 1 1 W2' 0 i� • 111C D W2' DEMOLITION NOTES O CONT ACTOR SHALL LOCATE AND INTERCEPT EXISTING DIRECT BURIED CONDUCTOR. CONT ACTOR SHALL INSTALL DIRECT 'BURIED CABLE INTO NEW BASE CAN AND CON EC TO NEW CIRCUIT CONDUCTORS. MAKE ALLNECESSARY CONNECTIONS FOR A COMPLETE WORKING SYSTEM IN PLACE. U2 CONTRACTOR SHALL HAND EXCAVATE AND LOCATE EXISTING DUCTBANK. CONTRACTOR SHALL INTERCEPT AND ',EXTEND EXISTING DUCTBANK 5' PAST PROPOSED EDGE OF PAVEMENT. MAKE ALL NECESSARY CONNECTIONS FOR A COMpLE E WORKING SYSTEM IN PLACE. O CONTRACTOR SHALL INTERCEPT EXISTING SIGN CONDUIT SYSTEM AND EXTEND TO NEW EDGE LIGHT. CONTRACTOR SHALL PROVIDE AND INSTALL NEW CIRCUIT CONDUCTORS TO THE EXISTING SIGN. MAKE ALL NECESSARY CONNECTIONS FOR A COMPLE E WORKING SYSTEM IN PLACE. CONTRACTOR SHALL LOCATE AND EXTEND EXISTING DUCTBANK SYSTEM INTO NEW L-867 E30TTOMLESS JUNCTION BOX. MAKE ALL NECESSARY CONNECTIONS FOR A COMPLETE WORKING SYSTEM IN PLACE. z 0 c ®I Uo uz-N M 0.4 W d' FFC Om9 n wz���°� w Q'i o ua <z w EqO ��N Z NZ O azmm xwm 0 J V w FZ QW =Z Z N0 Q� J •a J 3 0 a J Z N w-4 O Z J LL Q H Z x J ccW Z Lu Q Z 0 U Z W W W 0 X = U J W N N N n O J 4- a o � a O Z PROJECT No. 5135.24 SHEET No. E-2 FULL STRENGTH PAVEMENT FINISH GRADE PAVEMENT BITUMINOUS SURFACE OF SHOULDER COURSE FAA—P-40,1 OR EARTH �i vl OK BITUMINOUS PRIME%\��/�� /\ COAT FAA—P-602' a 4' .4 CONCRETE 41 N ENCASEMENT A a a N 1 #6 AWG BARE COUNTERPOISE. — 1— #6 XHHW COUNTERPOIS 3/4"DIA x10'O GROUND F LOCATE COUNTERPOISE ALONG SIDE a LOCATE COUNTERPOISE AL01 ROD (COPPER CLAD�� = OF TRENCH NEAREST TO PAVEMENT �'. a OF TRENCH NEAREST TO PP 500 APART MAX. EDGE. 4 4 EDGE. 2" SCH 40 PVC CONDUIT WITH • • 5KV L-824 CABLE �4 • 4 — 3/4"DIA x10'0 ,GROUND _ ROD (COPPER CLAD) 4 500' APART MAX. 1 6" 1 6'' DIRECT BURIED NEW PAVE ENT TYPICAL SECTION DUCT TRENCH INSTALLATIONS NOT TO SCALE TYPICAL INSTALL CABLE MARKERS AT ALL TURNS AND JUNCTIONS AT NOT LESS THAN 100' INTER ALS ON STRAIGHT TRENCH RUN, AND 5' FROM DUCT RUNS. ARROWS TO BE ----,CABLE ORIENTED IN DIRECTIONS OF CABLE RUN IMPRESS 1 /2" WIDE STROKES '1/4"DEEP IN 2'-0 CONCRETE SLAB 1 4„ T/W 5000V 3 2" DIA BRASS CABLE TAG WITH 1 /4" FIGURES CIRCUIT IDENTIFICATION L-823 CONNECTOR WITH HEAT SHRINK TUBE EXISTING DIRECT BURIED CIRCUIT 2-#8, 2"C TO LIGHT IG SIDE VEMENT BREAKABLE COUPLING AND DISCONNECT IPLUGT\ X Q BASE COVER W/STAINLESS STEEL BOLTS AND WASHER 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 3/4" SCH 40 PVC 8" LONG POLYTHYLENE TO—/ PREVENT ENTRANCE OF CONCRETE I EXISTING DIRECT BURIED CIRCUIT EXISTING COUNTERPOISE SEAL CONDUIT WITH 3—M ALL WEATHER SEALANT TYPE DIRECT BURiEU CABLL SPLICE NO TO SCALE 1. CONTRACTOR SHALL HAN EXCAVATE AND LOCATE EXISTING DIRECT BURLED CIRCUIT' CONDUC ORS. 2 CONTRACTOR SHALL CUT EXISTING CIRCUIT CONDUCTORS AND EXTEND EXISTING CIRCUIT TO NEW LIGHT LOCATION. UTILIZE L-824 CONNECTORS AND HEAT SHRINK FOR THE UNDERGROUND SPLICE PER FAA SPECIFICATIONS.', 3. CONTRACTOR SHALL LEA E 3' OF SLACK IN EACH CONDUCTOR AT SPLICE LOCATION. 4. CONTRACTOR SHALL PERMANENTLY' IDENTIFY SPLICE LOCATION WITH CONCRETE MARKER. MEDIUM INTENSITY EDGE LIGHTS • TAXIWAY LIGHTS —BLUE GLOBE —FAA SPEC L-861TQ. ALL 30WATT LAMPS. PROVIDE A 1 " BLACK STICK ON IDENTIFICATION NUMBER. NUMBER SHALL BE LOCATED ON FIXTURE TO BE VIEWED FROM R/W OR T/W CL. 1" —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) 2" NIPPLE 12" LONG SCH 40 PVC EXTEND 1 1/4 Ff INTO BASE \_6" CONCRETE ENVELOPE DRAIN MATERIAL, 1 /4 YARD CLEAN, DURABLE GRAVEL OR STONE NOT �O SCALE A/F PAVEMENT GROUND ILU Z 0 Ld u. MA aUo uz2 UU�Q A wz�a��o a'�N"a9w°"w wpq zaz apq 0;a z'S WNW �zRim xw� c J V w �z cc =w Z (no 07 Qy M ca cc O a 40 0 J z — Z j Z X J FF_ w w Z w BOTTOMLESS L-867 } 6 JUNCTION CAN. Q Z W O X U U J C6 AWG. B.S.D, w OUNTERPOISE.' U F' EXTEND AS REQUIRED. J N CRUSHED STONE H N EXISTING DUCTBANK _ TO LIGHT L-867 BOTTOMLESS CAN NTS THIS WORK IS INCIDENTAL TO THE INTERCEPT EXISTING L=867 BOTTOMLESS CAN PAY ITEM. U p S U Q �` a 0 N EO � O Z C Y � 3 PROJECT No. 5135.24 SHEET No. E-3 FINISH—\ GRADE 2'-0" 1/2 ALL SIG S TO BE 3'-0" F OM FULL STRENGTH PAVEMENT SEE PLAN FOR 0 IENTATION TO 'AIRFIELD AVEMENT NOTES: 1. DOUBLE MODULE SHOWN IS TYPICAL FOR TRIPLE MODULE. TETHER TYPICAL 4" DIA. COPPER CLAD STEEL GPI D. SEE NOTE 10 AND ITEM L-1 PROPERLY SIZED L-830 P-610 CLASS II ( ALL AROUND BASE A A R a P-610 D MER(S) 6" ENVELOPE TAXIWAY GUIDANCE SIGN DETAIL NOT TO SCALE 14" THICK CONCRETE SLAB P610, CLASS II (3400) PSI, MIN.) OVER WELL COMPACTED FILL. LIGHT BROOM FINISH. 2" RIGID GALVANIZED STEEL CONDUIT 3/4 DIA. COPPER CLAD STEEL GRID. ROOD. SEE NOTE 0 AND ITEM L-108. q II Q. a Q aq 2._0.. �. d d I a d 14 QL . d1 t-4 - a VARIES PER MANUFACTURER I d LONGITUDINAL CENTERLINE OF SIGN d la —I Q d G t 4 G� . 'a Q I 4 a d d ' 'v aaQ�Md #4 AT 11 " C.C. MAX. U. ! 0. 2'-0" VARIES PER MANUFACTURER 12" 6" 20", #5 p 8„ C:C MAX. U.N.O. + H + A A L-858 TAXIWAY I MA N PLAN VIEW NOT TO SCALE L-858, SIZE 2,i STYLE 2, FLUORE SC 7 NIT STYLE GUIDANCE SIGN A — L—,867B 3/8" THICK GA VANIZED STEEL BLANK COVER —UPPER SURFACE OFTH BASE CAN SHALL BE LEVEL WITHIN 2 DEG EES & SHALL BE FLUSH WITH THE CONCRETE PAID. — 4 �A. 2"x2"x3/8" L HOOKS LOCATED 4" FROM TOP OF CAN AT 90° INCREMENTS. — SIGN ID MARKER IMP IN WITH SIGN ID NUMBER —EACH CABLE SHALL HAVE: 4' OF SLACK COILED IN THE BASE CA —#6 '',AWG B.H.U. CU. COU TERPOISE —EXTERNAL GROUND LUG — L-823 CONNECTOR V ITH HEAT SHRINK TUBE W/INTEGRAL SEALANT APPLIED OViR EACH PRIMARY CONNECTOR SPLICE `3" (ENVELOPE OF P-31C ALL AROUND CONDUIT, TYPICAL -SLIIp—FITTER/RUBBER GROMMET TYPICAL. I —BRICK lil 6" SCHED. 40 PVC SLEEVE FOR GROUND ROD. CAP OR PLUG 2" SCHED. 40 PVC L-867B 24"' DEEP BASE tAN �- GROUND LUG #6 AWG B.SD. �— U. COUNTERPOISE (USE TYPE "TW" IN CONCRETE) SIGN ID MARKER END BELL TYPICAL SLIP—FITTER/RUBBER GROMMET TYPICAL #5 AT 8 C.C. 2 SCHED. 40 PVC IN A 3" P-610 ENVELOPE TYP. W Q 0 6 z UZ�m �Zram�o py amam waaw��z wwo w wZ xwW c J V W ? LL W = z N 0 J� J 3 H cc O 0. 0� Q Q® 0 LL L_O Q F�eJ7 �. tr L J Lu Z Q F O ® z W � U O W � N H CO) o s rn z 0 PROJECT No. 5135.24 SHEET No. E-4