SW-1745 JULY 30. 2003 DEPARTMENT OF TRANSPORTATION FEDERAL A VIA TION ADMINISTRA TJON FORT WORTH NAS IMPLEMENTATION CENTER FORT WORm, TEXAS ADDENDUM NO. 001 ADDISON AIRPORT TRAFFIC CONTROL
TOWER ADDISON AIRPORT ADDISON, TEXAS ITEM No. SUMMARY OF CIlANGES: 1. DELETE: APPENDIX "B" LIST OF DRAWINGS (NOT INCLUDED) 2. ADD: APPENDIX "B" LIST OF DRAWINGS -DRAWING INDEX SHEET,
ADS-D-ATCT-GOO2 3. NOTE: APPENDIX "D" (SPECIFICATION FOR ASBESTOS & LEAD BASED PAINT ABATEMENT) INCLUDES SUB APPENDIX"A-D" 4. NOTE: APPENDIX "E" (SPECIFICATIONS FOR UNDERGROUND STORAGE
TANK REMOVAL) INCLUDES SUB-APPENDIX "A & B". 
8 I ,, I 6 I 5 4 3 1 .. I I 2 ! ! H H ! --i I, r G G I ! I _.i -i I ! F i, F , i ! --iI I E E!I I -JIi. 1-4-.I D D! -1-C C I -B B /•, j Ii A A 􀁾􀁾􀀠 I[ j; 􀁾􀁾􀀠 L____ -.. ------SEQUENCE
NUMBER IREFERENCE NUMBER 􀁾􀁄􀀡􀁨􀁴􀀧􀁔􀁃􀁔􀀭􀁇􀁄􀁪􀀠 Gal 􀀱􀁖􀁓􀁾􀁄􀀭􀁁􀁔􀁃􀁔􀀠-GOD2 A GOUGOO2 􀁬􀁜􀁏􀁓􀀭􀁁􀁔􀁃􀁔􀀭􀁇􀁏􀁾􀀠 G03 .e,DS·ATCT·G04 G04 Itl)S-AICT-GO!:< i G05 :.os ATeT'GOS
􀁾􀀠 G06 o\OS ATeT -G07 I G07 ---* 􀁾􀁏􀁓􀀭􀁁􀁔􀁃􀁔 -COl COl 􀁾􀁓􀂷􀁁􀁔􀁥􀁔􀀭􀁃􀀰􀀲􀀠 CO2 􀀢􀁾􀁓􀂷􀁁􀁔􀁃􀁔􀀭􀁃􀀰􀀳􀀠 C03 􀀬􀁾􀁓􀀭􀁁􀁔􀁃􀁔􀁾􀁃􀀰􀀴􀀠 C04 ADS·O-ATCT-COO5-A COS/C005 ,\OS-O-ATCT
􀁾􀁃􀀰􀀰􀀶􀀭􀁁􀀠 cos/coos 􀀮􀁜􀁏􀁓􀀭􀁄􀁾􀁁􀁔􀁃􀁔-COO7·A concOD7 􀀬􀁜􀁏􀁓􀂷􀁁􀁔􀁃􀁔􀁾􀁃􀁏􀁥􀀠 C08 􀀮􀁾􀁓􀀭􀁁􀁔􀁃􀁔􀀭􀁃􀀰􀀹􀀠 COg 􀀮􀁜􀁄􀁓􀀧􀁁􀁔􀁃􀁔􀁾􀁃􀀱􀁄􀀠 Cl0 .'\OS-ATCT 􀁾􀁃􀁬􀁉􀀠
C11 􀀬􀁾􀁄􀁓􀀭􀁁􀁔􀁃􀁔􀀭􀁃􀀱􀀲􀀠 Cl' ,\OS-ATCT-Cll C13 􀀬􀁾􀁓􀂷􀀢􀁔􀁃􀁔􀀭􀁃􀀱􀀴􀀠 C'4 􀀬􀁜􀀡􀀩􀁓􀁾􀁁􀁔􀁃􀁔􀀧􀁃􀀧􀀵􀀠 Cl5 ,\OS-ATCT'C16 CI6 ,\[IS-AlCT -Cll C17 ;.nS-ATCT-ClB : C18 ADS-ATCT
-C19 .\OS-ATCT-C20 (C2C .\OS-ATCT-C21 C21 􀀬􀁜􀁄􀁓􀁾􀁁􀁔􀁃􀁔􀀭􀁬􀁏􀁬􀀠 LOl ADS-ATCT-L02 L02 L02 ,;DS-ATCT -LO'") L03 AOS-ATCT-L04 L04 ADS-ATCT-AOl ADl AOS-D-ATCT -AOO2-A A02IAOO2 􀁉􀁾􀁓􀀭􀀰􀀭􀁁􀁔􀁃􀁔
􀀭􀁁􀁄􀀰􀀳􀀭􀁁􀀠 MJ3/AD03 AOS-D-ATCT -/W04-A M4/AOO4 ADS-O-ATCT-A005-A ADS/ADO!) 􀁉􀁾􀁓􀀭􀁄􀀭􀁁􀁔􀁃􀁔􀀭􀁁􀀰􀀰􀀶􀀭􀁁􀀠 ADS/ADOS I,DS-D*ATCT -A07 A07 􀁁􀁄􀁓􀀭􀁏􀁾􀁁􀁔􀁃􀁔􀀭􀁁􀁏􀁡􀀠 ADB
􀁉􀁜􀁄􀁓􀀭􀁄􀁾􀁁􀁔􀁃􀁔􀁾􀁁􀁄􀀹􀀠 A09 􀁁􀁏􀁓􀀭􀁄􀁾􀁁􀁔􀁃􀁔􀀭􀁁􀁴􀁏􀀠 A'O )\OS-O-ATCT-A1l All r..oS-D-ATCT-A12 A'2 I\OS-D-ATCT'AI3 A'3 􀀡􀁜􀁏􀁓􀁾􀁏􀀭􀁁􀁔􀁃􀁔􀀭􀁁􀁈􀀠 A14 􀁁􀁏􀁓􀀭􀁄􀁾􀁁􀁔􀁃􀁔􀀭􀁁􀀱􀀵􀀠
A15 J\OS-D-ATCT-A16 A16 􀁦􀁜􀁄􀁓􀀭􀁏􀀭􀁁􀁔􀁃􀁔􀁾􀁁􀀱􀀷􀀠 A17 I\OS-D-ATCT-A18 A,e ,..oS-O-ATCT-A19 .,9 􀁊􀀼􀁊􀀩􀁓􀀭􀁏􀁾􀁁􀁲􀁃􀁔-A20 A2D I.oS-O-ATCT·A21 A21 􀁉􀁴􀀡􀀩􀁓􀀧􀁏􀀭􀁁􀁔􀁃􀁔􀁾􀁁􀀲􀀲􀀠
A22 􀁨􀁄􀁓􀀭􀁏􀁾􀁁􀁔􀁃􀁔􀀭􀁁􀀲􀀳􀀠 A2J J.oS-O-ATCT-A24 A24 􀁎􀁪􀁓􀀧􀁄􀁾􀁁􀁔􀁃􀁔-J.:25 ; A25 I hDS-D-ATCT-A26 : A26 􀀬􀁴􀀻􀁑􀁓􀀧􀁄􀁾􀁁􀁔􀁃􀁔􀁾􀁁􀀲􀀷􀀠 IA27 8 I -. ..􀀭􀁾􀀭􀀭 DRAWING TITLE
SEQUENCE NUMBER GENERAL COVER $HEEl AOS-O·ATCT-A28 DRAWING INDEX SHEET AOS-D-ATCT-A29 GENERAl ABBREviATIONS 􀁁􀁄􀁳􀀭􀁯􀀭􀁁􀀧􀁲􀁣􀁲􀁾􀁁􀁊􀁄􀀠 LEGEND -ARCHITECTURAl/CML 􀁁􀁏􀁓􀁾􀁄􀀧􀁁􀁔􀁃􀁔􀀭􀁁􀀳􀁩􀀠
LEGEND -MECHANICAL ADS-D-ATCI -A32 i ABBREv,ATIONS A."40 LEGEND -MEGHANICAL 􀁁􀁏􀁓􀀢􀁄􀁾􀁁􀁔􀁃􀁔 -A33 : LEGENDS AND A8BREvIATlONS -ELECTRICAL AOS-D-;.TCT-A34 , ADS-O-ATCT-A35 CI'IIl
􀁁􀁄􀁓􀀧􀁄􀁾􀁁􀁔􀁃􀁔􀀭􀁁􀁊􀀶􀀠 TOPOGRAPHIC suRvE'!' ADS-O-ATCT -A37 TOPOGRAPHIC SURVEY BOUNDARY SURVEY ADS-D-ATCT-A38 DEMOLITION PLAN 􀁁􀁄􀁓􀁾􀁄􀀭􀁁􀁔􀁃􀁔􀀧􀁁􀀳􀀹􀀠 StTE GEQMETR'r PLAN
ADS-D-ATCT-A4D SITE GRADING PlAN ADS-O-ATCT·A41 $ITE UTILITY PLAN i ADS-O-ATCT·M2 DRAINAGE AREA MAP ! .A.DS-D-ATCT-A43 ENTRANCE/EXIT GAlE OETA.t.S , ADS-0-ATCT-,444 PAVEMENT PROFILES
' ADS-D-ATCT-;'045 UTILITY PROfILES ADS-CAB-CNSL01-A TYPICAL PAVING SECTIONS UTILITY DETAILS STRIPING/StG,,"'IAGE DEl AIL 5 PAVEMENT DETAILS ADS-ATCT-SOl JOINT DETAILS ADS-ATCT-SD2 DRAINAGE/UTILITY
OETAJLS i ADS-O-ATCT -SOO3-A 􀁾􀀠 􀁾􀁉􀁓􀁃􀂣􀁌􀁌􀁁􀁎􀁅􀁏􀁕􀁓􀀠SECTIONS AI>')O DET A!lS ! ADS-ATCT-S04 , £ROSiON CONTROL PLAN : ADS-O-ATCT-SOO5-A i CANTILEVER GATE ELEVATION AND DETAILS
I􀁁􀁄􀁓􀁾􀁁􀁔􀁃􀁔􀀭􀁓􀀰􀀶􀀠 : ORNAMENTAL fENCE DETA!lS 􀁁􀁄􀁓􀀭􀁁􀁔􀁃􀁔􀁾􀁓􀀰􀀷􀀠 , ADS-ATCT-soa LANDSCAPE ' ADS-AlCT 􀁾􀁓􀁑􀀹􀀠 LANDSCAPE PLANTING PLAN IADS-ATCT-SIO LANDSCAPE PLANTING
DETAILS ADS-ATCT-Sll !RRIGATION SYSTEM PLAN , AD$-ATCT-S12 IRRiGATION SYSTEM OETA!LS : ADS-ATCT -S13 , ADS-ATeT -St4 ARCHITECTURAL ADS-ATGT-Sl!) GENERAL I\"OTES AND BUILDING STATISTICS
ADS-ATCT-S16 fLOOR PLANS -ATCT ADS-ATeT -S17 HVAC -FLOOR PLANS -CAB ROOF LEVEL, CPH LEVEl. 􀁾􀀠 CAS ACCESS ANO WALKWAY lEVEL fLOOR PLAN 􀁾􀀠 BASE-£C BUILDING ADS-D-ATCT -MOO1-A FLOOR
P;'AN _ DOOR,WINOOW AND WALL TYPES REFERENCE SYMBOLS -BASE -EG eUILDING 􀁁􀁄􀁓􀀭􀁏􀁾􀁁􀁔􀁃􀁔􀀭􀁍􀁏􀁏􀀲􀀭􀁁 ROOF PLAN -BASE·EG BUllD:NG 􀁁􀁄􀁓􀁾􀁄􀁾􀁁􀁔􀁃􀁔􀁾􀁍􀁏􀁏􀀳􀁾􀁁 BUILDING 􀁅􀁌􀁅􀁶􀁁􀁮􀁏􀁎􀁓􀁾
􀀠ATCT 􀁁􀁏􀁓􀀭􀁄􀁾􀁁􀁔􀁃􀁔􀀭􀁍􀁏􀁏􀀴􀀭􀁁􀀠 BUILDING SECTION -ATCT AOS-D-ATCT-MQOS-A BUILDING SECTiON -ATCT 􀁁􀁄􀁓􀁾􀁄􀀭􀁁􀁔􀁃􀁔 􀁾􀁍􀁏􀁏􀀶􀀭􀁁􀀠 BUILOING ELEVATIONS -BASE-EG BUILDING
􀁁􀁏􀁓􀀭􀁏􀀭􀁁􀁔􀁃􀁔􀁾􀁍􀁏􀁄􀀷􀀭􀁁􀀠 BUILOING ELEVATIONS -􀁂􀁁􀁓􀁅􀁾􀁅􀁇􀀠BUILOING ADS·O-ATCT -hm08-A BUILDING sECTIONS -􀁂􀁁􀁓􀁅􀁾􀁾􀁅􀁇􀀠BUILDING 􀁁􀁏􀁓􀀭􀁄􀁾􀁁􀁔􀁃􀁔􀀭􀁍􀁏􀁏􀀹􀀭􀁁􀀠
CAB SECTION -ATCT 􀁁􀁄􀁓􀀭􀁄􀀭􀁁􀁔􀁃􀁔􀀭􀁍􀀰􀀱􀀰􀁾􀁁􀀠 REFLECTEO CEILING PLANS -ATCT , ADS-OwATCT-MDl1-A REFLECTED CEILING PLANS ANO DETAILS -ATCT : AOS-O-ATCT-M012-A REFLECTED CEILING.
PLAN -􀁂􀁁􀁓􀁅􀁾􀁅􀁇􀀠BUILDINGS ' 􀁁􀁏􀁓􀁾􀁄􀀭􀁁􀁔􀁃􀁔􀀭􀁍􀀰􀀱􀀳􀀭􀁁􀀠 ROOM FINISH SCHEDULES & ExTERiOR COLOR SCHEDULE -ATeT IBASE 􀁾􀁅􀁇􀀠 BUILOING AOS-D-ATCT -M014·A TRASH ENCLOSURE
PLAN AND DETAILS, CQt.OR SCHEDUlE A.NO SIGNAGE DETAILS -􀁁􀁔􀁃􀁔􀁬􀀸􀁁􀁓􀁅􀁾􀁅􀁇􀀠 􀁓􀁗􀁓􀁏􀀭􀁕􀁓􀁔􀀭􀁍􀁄􀀷􀁾􀀰􀀹􀀠 SLm.OING 􀁾􀁏􀁏􀁒􀀠SCHEDULES ANO DOOR TYPES I: ATCT/8ASE-EG BUILDING
􀁁􀁄􀁓􀀭􀁄􀀭􀁁􀁔􀁃􀁔􀁾􀁐􀁏􀁏􀁬􀀭􀁁􀀠 ODOR DETAILS -ATeT 􀁁􀁄􀁓􀁾􀁄􀁾􀁁􀁔􀁃􀁔􀀭􀁐􀀰􀀰􀀲􀁾􀁁􀀠 DOOR DETAILS 􀁾􀀠 BASE-EG I3UILDlNG 􀁁􀁏􀁓􀁾􀁏􀀭􀁁􀁔􀁃􀁔􀀭􀁐􀁏􀁏􀀳􀀧􀁁􀀠 GLAZING AND LouVER
DETAILS' ATeT 􀁁􀁄􀁓􀀭􀁏􀁾􀁁􀁔􀁃􀁔􀀭􀁐􀁏􀁏􀀴􀂷􀁁􀀠 WINDOW AND LOUVER OETAILS -BASE-EG BUILDING ADS-O-ATCT 􀀭􀁐􀀰􀀰􀀵􀁾􀁁􀀠 pARTITION TYPES ATeTIBASE -EG BLDG 􀁁􀁄􀁓􀀭􀁄􀀭􀁁􀁔􀁃􀁔􀁾􀁐􀁏􀁏􀀶􀀭􀁁􀀠
ENLARGED Po1RTlAL PLANS AND INTERIOR ELEVAnONS ADS-D-ATCT-P007-A -ATeT 􀁁􀁄􀁓􀀭􀁁􀁔􀁃􀁔􀁾􀁐􀁄􀁏􀁂􀀠 ENLARGED PARTIAL PLANS AND INTERIOR £LEVATIONS -BASE-EG BUILOlNG AOS-ATCT-PD09 INTERIOR
ELEVATIONS AND DETAILS -􀁂􀁁􀁓􀁅􀁾􀁅􀁇􀀠 AOS-ATeT-POlO BUILDING ADS-O-ATCT -P011'A 7 _____.J 6 I DRAWING INDEX REFERENCE REFERENCE NUMBER ORAWING TITLE SEQUENCE NUMBER NUMBER DRAWING
T1TlE ARCHITECTURAl ELECTRlCAl A28 WALL 􀁓􀁅􀁃􀁔􀁉􀁄􀁎􀀧􀀤􀁾􀀠 ATCT A[)S-t}-ATCT-ED01-A EDlIEOD1 SINGLE LINE DIAGRAM A29 WAlL SECTIONS AND DETNlS-ATCI ADS-O-ATcT-EOO2-A £021[002 POWER
RISER DlAGRAMS 􀁾􀀠 BASE -EG BUILDING AJO WALL SECTIONS ANO DETAILS -BASE ·EG BUILDING AOS"ATCT-E03 E03 POWER RISER O1AGRAMS -AND FIX TURE SCHEDUl E A31 WALL SECTIONS AND DELAJLS -BASE-EG
BUILDING M.lS-ATCI ·E04 E04 TELCO RISER DIAGRAMS 1\32 EXTERIOR AND INTERIOR 􀁏􀁅􀁔􀁁􀁉􀁾􀁓􀀠 • BASE-EG BUILDING ADS-D-AICT 􀀭􀁅􀁄􀁬􀁬􀁾􀁁􀀠 EWEon POWER PLANS AJ3 STAIR DETAJLS -ATeT
AOS-O-ATCT-ED12-A EI21E012 POWER PLANS -ATCT AJ4 STAm DETAILS -ATCT 􀁁􀁏􀁓􀀭􀁄􀁾􀁁􀁔􀁃􀁔􀀭􀁅􀁏􀁉􀀳􀀭􀁁􀀠 E13/E013 POWER PL.AN -􀁂􀁁􀁓􀁅􀁾􀁅􀁇􀀠 BUILDING 1\35 EXTERIOR DE TAILS ATCT i
ADS-D-ATCT -E014-A E14/EOl4 POWER PLAN -PARTiAL PLANS SASE -EG BUILDING 1\36 ExTERIOR AND INTERIOR 􀁏􀁅􀁔􀁁􀁬􀁌􀁾􀀠 -ATCT 􀁁􀁄􀁓􀁾􀁄􀀭􀁁􀁔􀁥􀁔 􀁾􀁅􀀰􀀱􀁓􀀭􀁁􀀠 E15/E015 FIRE ALARM AN:D
SECURITY PLAN: -BASE -EG BUIlDlNG AJ7 ENlARGED PARTlAL PLAN ANO MISCELLANEOUS DETAILS ADS-O-ATCT 􀁾􀁅􀁄􀀱􀀶􀀭􀁁􀀠 E16/E016 FIRE ALARM lONE DIAGRAM -aASE -EG BUILDING \ ADS-ATCT 􀁾􀁅􀀲􀀧􀀠
£2' UGHTING PLANS • ;. TCT A36 MISCELLANEOuS DETAILS -BASE; -EG BUILDING 􀁁􀁄􀁓􀀭􀁄􀁾􀁁􀁔􀁃􀁔􀀭􀁅􀀰􀀲􀀲􀂷􀁁􀀠 E221E022 LIGHTING PLANS 1\39 ELEVATOR DETAILS -ATCT I : AOS-ATCT-E23 E2.3
LIGHTING PLAN " BASE -EG BUILDiNG MO ROOF OET AILS -BASE -EG BUILDING : AOS-D-ATCT-E024-A E24/ED24 UGHTING AND POWER PLAN -BASE -EG BUILDING A41 MISCELLANEOUS OETAlLS -ATCT\ J ADS-O-ATCT
-E025-A E25/E025 ELECTRICAl PLOT PLAN A42 EXPANSION JOINT DEl AILS -BASE -EG 8ll!LOrNG : ADS-O-ATCT-EO.31'A £3l1E031 GROUNr»NG AND LIGHTNING PROTECTION PLAN Ai,} CAB DETAILS -ATCT !
.A.DS-0-ATCT-EO.32-A -ATCT IBASE-EG BUILDING A44 CAB DETAILS -ATeT E.311E032 GROUNOING PLAN ·ATCT/BASE-EG BU1LOJNGS AIl4S ROOF CURB DETAILS AIR HANDLING UN! T S ADS-ATCT-E33 E33 LiGHTNING
PROTECTION AND GROUNDING RISER -AHU 2 AND AHU 3 OIAGRAM PLAN LAYOUT AND EQUIPMENT SCHEDULE 􀁁􀁄􀁓􀂷􀁄􀀭􀁁􀁔􀁃􀁔􀁾􀁅􀁄􀀴􀀱􀂷􀁁􀀠 E411ED41 MOTOR CONTROL SCHEOULE , • TOWER CAB CONSOLES
AOS-O-ATCT-E042-A E41/ED42 SCHEDULES ADS-O'ATCT-ED43-A E411E043 PANEL SCHEDULES STRUCTURAL ADS-D-ATCT-E044-A E411E044 PANEL SCHEDULES SOl GENERAl NOTES ATCT BASE-EG BUlLD!NG ADS-ATCT
-E61 E61 ElECTRICAl DETAilS S02 fOUNDATION PLAN, sECTIONS AND DETAlLS-ATCT ADSwATCT-E62 E6' GROUN{)jNG AND L1GHTN!NG PROTECTION DETAILS 503/5003 fOUNDATION PLAN 􀁾􀀠 BASE-EG BUILDING
ADS-ATCT-E63 E63 GROUNDtNG OETA!LS 504 flOOR FRAMiNG PLANS -ATCT ADS-ATCT-E64 E6' ELECTRICAl. DETAILS S05/S005 FLOOR 􀁦􀁒􀁾􀁎􀁇􀀠PLANS ADS-ATCT-£65 E65 ELECTRICAl MA.fo.iiOlE OET A!LS
SDS ROOF FRAMING PLAN -BASE wEG BUILDING ADS-ATCT-E66 E•• ELECTRICAl DETAIlS S07 SECTIONS AN:D DETAILS -BASE-EG BUILDING ADS-ATCT -E67 : E67 ELECTRICAL. DETAILS SOB SECTIONS AND DETAILS"
8ASE-EG BUILDING ADS-ATCT ·E68 E6B ELECTRICAl DETAILS 509 FRAME ELEVATIONS, 􀁓􀁅􀁃􀁔􀁉􀁏􀁎􀁾􀀠 AND DET AILS 􀁾􀀠 ATCT 􀁁􀁄􀁓􀀭􀁄􀂷􀁁􀁔􀁃􀁔􀀭􀁅􀀰􀀶􀀹􀁾􀁁􀀠 E69/E069 ELECTRICAl DETAILS
510 SECTIONS AND DETAILS ATCT 511 SECTIONS AND DETAILS -ATCT : S12 SECTIONS AND DETAILS 􀁾􀀠 ATCl : SWSD-GROUNDING-E02 GROUNDING STANDARDS -TYPICAl CONNECTIONS S'3 SECTIONS AND DElAILS
-ATCI ISWSD-GROUNOrNG-E03 GROUNDING STANDARDS -POwER SERVICE DETAILS 5" SECTIONS AND OET AILS -ATCT . . 5" SECTIONS AND DETAILS -􀁂􀁁􀁓􀁅􀁾􀁅􀁇􀀠 SUILDING S'6 SECTIONS AND DETAILS -􀁂􀁁􀁓􀁅􀁾􀁅􀁇􀀠BU
ILDING i 5'7 TYPICAL SECTIONS AND OET AILS MECH,6}iICAL MOUMOOl HVAC -EOUIPMENT SCHEDULES M02/MOO2 HVAC 􀁾􀀠 EQUIPMENT SCHEDUL ES M03/M003 HVAC CONTROL DIAGRAMS -ATeT M04/MD04 HVAG -CONTROL
DIAGRAMS -BASE-EG BUILOING M05/MODS HVAC -CONTROL DlAGRAI>AS -􀀸􀁁􀁓􀁅􀁾􀁅􀁇􀀠BUILDING M06/MOO6 HVAC 􀁾􀀠 FLOOR PLANS ! M07lMOO7 HVAC -fLOOR PLANS M08IMOD8 HVAC -BASE BUILDING flOOR
PLAN AND ROOM i SCHEDULE M09/MOO9 HVAC -ROOF ROOF PLAN 􀁾􀀠 BASE -EG BUILOING M10/M01O HVAC 􀁾􀀠 ENLARGED PLANS -BASE-EG BUiLDING MlllM011 HVAC -SEcnOHS I M121MOl2 HVAG DET.AJLS : :
i I i M13/M013 ,CHILLED WATER RISER ,lIND CONTROL DIAGRAMS • ""41M014 􀀢􀁾􀀧􀀠 I"'ECHANICAL DETAlLS AND CHILLED WATER PIPlNG .. ' LAYOUT I..,. I 􀁾􀀷􀀰􀀰􀀱􀀡􀀱􀀴 i ABOVE GROUNO FUEL
TAN}( VAULT 􀁾􀀮 􀀰􀀶􀀧􀀲􀀺􀀱􀁾􀁾􀁾􀀫􀁾􀁾􀀠R(QES'GN 􀁣􀀮􀁾􀀠 HV;'C, JON 􀀲􀀱􀁾􀀮􀀿􀁾􀀬􀀠 05·23'0:1 11(" I)..O.H: 􀁾􀁑􀁬􀁐􀁬􀀧􀁏􀁎􀀠 : 􀁾􀁉􀀠􀁾􀁃􀁬􀀮􀁉􀁩􀀮􀁲􀁉􀀾􀀢􀀠 􀁾􀀢􀀧􀀱􀀨 " PlUMBING
DEPARTMENT OF TRANSPORTATION PDl/POO1 PLUM8lNG 􀁾􀀠SCHEDULES FEDERAL AVIATION ADMINISTRATION P02/POOl PLUMtlfNG -RISER DIAGRAI>AS FORT WORTH IMPLEMENTATION CENTER FORT WORTH. TX P03/POO3
PLUMBING -RISER OIAGRAMS LOW ACTIVITY LEVEL ATCT PD4/POO4 PLUMBING -FLOOR PLANS 􀁾􀀠 ATCT POS/FOO5 PLUMBING -FLOOR PLANS -ATCT ; POS/POD6 PLUMBING -FLOOR PLAN 􀁾􀀠 BASE-EG BUILOJNG DRAWING
INDEX SHEET P07/POO7 PLUMBING -ENLARGED PLANS -BASE-EG BU1LDlN(; POS PLUMBING -DET A!lS POg PLUMBING 􀁾􀀠 OEFOGGER DETAILS -ATCT ADDISON N.ID!SOti AIRPORT TX Sl.'I'I\li11<0 ey Pl0 :
PLUM81NG DEFOGGER OETAILS 􀁾􀀠 ATCT R(WW!D ll:Y .t:J. Pl1/P011 , FIRE PROTECTION -RISER OIAGRA.I.A AND DETAILS 􀀮􀀬􀀱􀁊􀁌􀁌􀁾 􀁾􀀧􀀷􀁊􀀮􀁊􀀬􀀠 f;1 􀁾􀁜 􀁾􀁏􀁊􀁅􀀼􀀺􀁬􀀠EHOIHe£R, ANI-S40
.'iiv-􀁐􀁌􀁁􀁔􀁆􀁏􀀡􀀧􀀺􀁾􀀬􀁁􀁇􀁾􀀬􀀠􀁁􀁎􀁉􀀧􀀬􀁾􀀡􀁓􀀡􀀠 _ Ols.orl!:O CD 􀁾􀁾􀁳􀁾􀁵􀁣􀀢 BY \Hl( 􀀭􀁾􀁯􀁻􀁊􀀳E' _ 9100154 I--(ISM"'" 􀁾􀁎􀁁􀁓 !MPlHIENTATION t>/I""..􀁾􀀠'10 --􀀭􀀭􀀢􀁾􀀠
􀀢􀀢􀁾􀁷􀀠 􀁾􀀠 HNOO :MJS-D-ATCT-G002 A 5 .,. 4 3 I 2 I 1 
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Runway Side View ---t-I._._._._._._._._._._._._._._._._.Runway 40: 1 Departure Surface Zone 1 Top Down View Addison Municipal Light Poles 4275 lAW FAA Order 8260.3B, TERPS, Chllpter
12, Departure Procedures & FAA Airports Obstruction Standards CommlHee ( AOSC) Decision #2 (Vo 􀁡􀁾􀁐􀁥􀁥􀀮􀀢􀀢􀁴􀀠 ('(\l9) 
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lAW AC 15015300-13, Airport Design, Change 8 .. ;. ....... 
Departure Obstacle Clearance Surface & Object Analysis Worksheet Addison Municipal light Poles· Displaced Threshold 4282 Displaced lAW FAA Order 8260.3B, TERPS, Chapter 12, Departure
Procedures & FAA Airports Obstruction Standards Committee ( AOSC) Decision 112 DPH ... ... 40:1 001......... DNH ...... ... ... ... 40:1 ... ...... 􀁾􀀭􀀮􀁪􀀭􀀮􀀭􀀮􀀭􀀮􀁾􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀭􀀮􀀭􀀮􀀭􀀮􀀭
Runway Side View Runway Top Down View 
Departure Obstacle Clearance Surface &Object Analysis Worksheet DPH ... ... 40:1 001......... 11 "" 40:1 ......􀀺􀁾 ......... ...... 35' 􀁊􀁵􀁭􀁾􀀠../' j 􀁾􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀠􀀭􀀮􀀭􀀭􀀭􀁾􀀭􀀭􀀮􀀭􀀭􀀭􀀮�
�􀀭􀀮􀀭􀀭􀀭􀀮􀀭 Runway 40: 1 Departure Surtece Zone 1 Side View ...............-1--'-'-'-'-'-'-'---'-'-'---'-'---'-RUnway Top Down View Addison Municipal Light Poles 4282 lAW FAA Order
8260.36, TERPS, Chapter 12, Departure Procedures. & FAA Airports Obstruction Standards Committee ( AOSC) Decision #2 ".", 
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�􀀭􀀮􀀭􀀮􀀭􀀭􀀭 RunWay Side View 40:1 Departure Surmce ............4-1'-'-'-'-'-'-'-'---'-'-'-'-'-'-' Runway Zone 1 Top Down View Addison Municipal Light Poles 4285 lAW FAA Order 8260.36.
TERPS. Chapter 12. DepElrture Procedures & FAA Airports Obstruction SlElndards Committee (AOSC) Decision #2 
E D A DIAGRAM LEGEND Addison Municipal Airport Establish Ught Poles 4285 Threshold SllIng Tool-Version 8.01 Caloulatlons lAW AC 15015300-13, Airport Design, Change 8 " 
Departure Obstacle Clearance Surface & Object Analysis Worksheet DPH ...... 40:1 DNH ... ....0.0..1 . .. ....... ......... 40:1 ...... 􀁾􀀭􀀮􀁪􀀭􀀮􀀭􀀭􀀭􀀮􀀭􀀬􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀮􀀭􀀮􀀭
Runway Side View 40:1 Departure Surface ............􀁾􀁉--._._---------------_._._-_._. Runway Zone 1 Top Down View Addison Municipal Light Poles 4287 lAW FAA Order 8260.3B, TEAPS, Chapter
12, Departure Procedures lit FAA Airports Obstruction Standards Committee ( AOSC) Decision 1/2 
E D DIAGRAM LEGEND Addison Municipal Airport Establish Ught Poles 4287 Threshold SIting Tool· Version 8.01 Calculations lAW AC 15015300·13, AIrport DesIgn, Change 8 <"','.' 
Departure Obstacle Clearance Surface &Object Analysis Worksheet DPH "" 40:1 Addison Municipal Light Poles 4288 lAW FAA Order 8260.3B, TERPS, Chapter 12, Departure Procedures & FAA Airports
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............􀁾􀁉._.-._._._._._._._._._._._._._. Runway Zone 1 Top Down View 
E D DIAGRAM LEGEND Addison Municipal Airport Eslabllsh Ught Pol.. 4288 Threshold Slllng Tool-Version 8.01 Calculations lAW AC 15015300-13, Airport Design, Change 8 ""',,',, . 
____ __ Departure Obstacle Clearance Surface & Object Analysis Worksheet Addison Municipal Light Poles 4289 lAW FAA Order 8260.38, TERPS, Chapter 12, Departure Procedures & FAA Airports
Obstruction Standards Commmee (AOSC) Decision #2 DPH ... 40:1 DOl. .. ... ... iv.'" .i 40:1 ONH.. .... ...... ...... ......... 35' Jump{ ../'" J 􀁾 ._. _._._.__􀀮􀁟􀀮􀁟􀀮􀁟􀀮􀁵􀀻􀀬􀀮􀀬􀀮􀁾􀁟􀀮􀀠
_ Runway Side View 40:1 Departure Surface ............􀁾􀁉._._._._._._._._._.-._.-._._._. Runway Zone 1 Top Down View 
E D A DIAGRAM LEGEND Addison Municipal Airport Establish Ught Poles 4289 Threshold SIting Tool-Version 8.01 Caloulatlons lAW AC 15015300-13, Airport DeSign, Change 8 
Departure Obstacle Clearance Surface & Object Analysis Worksheet DPH 40:1 " 40:1 , , , 􀁾􀀭􀀮􀁪􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀭􀀮􀀭􀀮􀀭􀀮􀀭 RUnWay 40: 1 Departure Surface Zone 1 Sida View
............􀁾􀁉.-.-._._._._._.-.-._._._._._._._.Runway Top Down Viaw D,N H, , " 001, " Addison Municipal Ligh!Poies 4290 lAW FAA Order 8260.3B, TEAPS, Chapter 12, Departure Procedures
& FAA Airports Obstruction Standards Committee ( AOSC) Decision 112 
E D DIAGRAM LEGEND Addison Munioipal Airport Establish Ughl Poles 4290 Threshold SIting Tool-Version 8.01 Calculations lAW AC 15015300-13, Airport Design, Change 8 .,., ' 
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Departure Obstacle Clearance Surface & Object Analysis Worksheet DPH ...... 40:1 001......... 111 .... 40:1 D..N..H. . ... ...... ... ... ...... 35' Jump{ ../"' j 􀁾􀂻􀀭􀀮􀀭􀁾􀀭􀀮􀀮􀀠_.._.._..__._.._
-Runway Side View Runway 40:1 Departure Surface ............􀁾􀁉._._._-_._._._._._-_._--------Zone 1 Top Down View Addison Municipal Light Poles -Displaced Threshold 4290 Displaced lAW
FAA Order 6260.3B, TERPS, Chapter 12, Departure Procedures Be FAA Airports Obstruction Standards Committee (AOSC) Decision 112 
Departure Obstacle Clearance Surface & Object Analysis Worksheet DPH .... 40:1 .... 001 .... '!l .-40:1 ........ DNH ........ ........ ........ .... ........ 35'JUmp{ 􀁾 j 􀁾􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀠_.-._....
..... _._.-._........ _._.Runway SidaView 40: 1 Departure Surface ............􀁾􀁉.-.-.-.-.-.-.---.-.-----.-.-.-. Runway Zone 1 Top Down View Addison Municipal Light Poles 4291 lAW FAA
Order 8260.3B, TERPS, Chapter 12, Departure Procedures & FAA Airports Obstruotlon Standards Committee (AOSC) Decision iI2 
E D DIAGRAM LEGEND Addison Municipal AllPOrt Ugh! pol.. 4291 Dosplaced Threshold SlIlng Tool-Version 8.01 CalculatIons lAW AC 15015300-13, Airport Design, Change 8 
Departure Obstacle Clearance Surface & Object Analysis Worksheet Addison Municipal Light Poles 4292 lAW FAA Order 8260.36, TERPS, Chapter 12, Departure Procedures & FAA Airports Obstruction
Standards Committee (AOSC) Decision #2 DPH 40:1 " 001, " 40:1 DNH , , ...... , ... , ... 􀁾􀀭􀀮􀁪􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀭􀀮􀀭􀀮􀀭􀀮􀀭 Runway Side View 40: 1 Departure Surface ............􀁾􀁉._
.-._.-.-._._.-._._._._.-._._. Runway Zone 1 Top Down View 
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􀀾􀁟􀀮􀁟􀀮􀀠_.__._._._ RUnWay Side View 40:1 Departure Surface --......._._._._._._._._._._._._._._._.. Runway Zone 1 Top Down View Addison Municipal Light Poles 4293 lAW FAA Order 8260.36,
TERPS, Chapter 12, Departure Procedures & FAA Airports Obstruotlon Standards Committee (AOSC) Decision 112 
E o A DIAGRAM LEGEND Addison Municipal Airport Establish Ught Poles 4293 Threshold Siting Tool-Version 8.01 Calculations lAW AC 15015300-13, Airport Design, Change 8 
Departure Obstacle Clearance Surface & Object Analysis Worksheet DPH "" 40:1 Addison Municipal Light Poles -Displaced Threshold 4294 Displaced lAW FAA Order 8260.36, TERPS, Chapter 12,
Departure Procedures & FAA Airports Obstruction Standards Committee (AOSC) Decision #2 001 "" 'II "" ... 40:1 ",,"" DNH ",,"" "" """""""""""" 􀀳􀁾__.j__________._.__._._._ Runway Side
View 40:1 Departure Surface ............4-1----------------------.-.-.-.-Runway Zone 1 Top Down View 
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Departure Surface ............􀁾􀁉._._._._._._._._._._-_._-_._._. Zone 1 Side View Runway Top Down View . Addison Municipal Light Poles 4294 lAW FAA Order 8260.3B, TERPS, Chapter 12,
Departure Procedures & FAA Airports Obs1ruotlon Standards Committee (AOSC) Decision #2 
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ay Side View Runway Top Down View 40:1 Departure Surface .............-1._._._._._._._._._._._._._._._. Zone 1 Addison Municipal Light Poles· Displaced Threshold 4294 Displaced lAW FAA
Order 8260.3B, TERPS, Chapter 12, Departure Procedures & FAA Airports Obstruotion Standards Committee ( AOSC) Deolslon 112 
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Chapter 12, Departure Procedures & FAA Airports Obstruction Standards Committee (AOSC) Decision #2 
38 ASN: 2004-ASW-4295-0E 10/26/20049:54:17 AM[CIV] Obstruction Evaluation Lat: 32-57-27.58 SE: 630 Long: 96-49-46.71 AGL:" Case information in NAD 83 datum. Part 77 results use NAD 83
datum. AMSL: 668 Notice Criteria FAR 77.13(a)(1) NNR (does not exceed 200 ft AGL) FAR 77.13(a)(2) U_ADS[CURRENT] -RWY 33[CURRENT] ---> Exceeds by 22 ft ADS[CURRENT] -RWY 33[CURRENT]
---> Exceeds by 22ft U_ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 13ft ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 13ft ADS [CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 13ft
U_ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 13ft FAR 77.13(a)(3) Not a traverseway FAR 77.13(a)(5) NNR (not on an airport) Obstruction Standards FAR 77.23(a)(1) DNE 500 ft
AGL FAR 77.23(a)(2) Does not apply FAR 77.25(a) DNE horizontal FAR 77.25(b) DNE conical FAR 77.25(c) Outside primary area FAR 77.25(d) ADS[CURRENT] -RWY 33[CURRENT]: approach surface
---> Exceeds by 19 ft ADS[CURRENT] -RWY 33D[PENDING]: approach surface ---> Exceeds by 2 ft ADs[CURRENT] CURRENT] -RWY 33D[ORIGINAL,.SAVE]: approach surface ---> Exceeds by 2 ft FAR
77.25(e) DNE transition surface Military surfaces have not been evaluated Closest Runway Data RWY -33 Lat: 32-57-33.3765 Type: 0 CD: 840.00 Long: 96-49-56.627 App/Opp: I'll' I'D: 594.00
Elev: 636 Width: 100 DD: 1,028.00 Len: 7202 Heading: 340 Side: Right Distances: CD 􀁾􀀠Along centerline from threShold I'D = Perpendicular to centerline DD = Direct from threshold httn·fIl7??7
171 􀁑􀀱􀀱􀁐􀀢􀁲􀁴􀀷􀀷􀁴􀁩􀁨􀀢􀁡􀁾􀁮􀀬􀀿􀁏􀁥􀀠Case Id=391524 1115/2004 
ASN: 2004-ASW-4275-0E 10/25/20045:12:01 PM[CIY) Obstruc::tion Evaluation Lat: 32-57-20.48 SE: 631 Long: 96-49-47.70 AGL: 38 Case information in NAD 83 datum. Part 77 results use NAD
83 datum. AMSL: 669 Notice Criteria FAR 77.13(a)(l) NNR (does not exceed 200 It AGL) FAR 77.13(a)(2) ADS [CURRENT] -RWY 33[CURRENT] ---> Exceeds by 18 ft UJ-DS[CURRENT] -RWY 33[CURRENT]
---> Exceeds by 18ft U_ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 8ft ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 8ft ADS[CURRENT] -RWY 33D[ORIGINAL_SAVEj ---> Exceeds by 8ft
U_ADS[CURRENT] -RWY 33D[ORIGINAL_SAVEj ---> Exceeds by 8ft FAR 77.13(a)(3) Not a traverseway FAR 77.13(a)(5) NNR (not on an airport) Obstruc::tlon Standards FAR 77.23(a)(1) DNE 500 ft
AGL FAR 77.23(a)(2) Does not apply FAR 77.25(a) DNE horizontal FAR 77 .25(b) DNE conical FAR 77.25(c) Outside primary area FAR 77.25(d) ADS[CURRENT] -RWY 33[CURRENT]: approach surface
---> Exceeds by 7 ft FAR 77.25(e) DNE transition surface Military surfaces have not been evaluated 771 Closest Runway Data ,1.). 􀁉􀀡􀀮􀁾􀀠l -rrtj) RWY -33 Lat: 32-57-33.3765 Type: 0
CD: 1,485.00 '1-'"1..51 Long: 96-49-56.627 App/Opp: PIP PD: 269.00 26'> Elev: 636 Width: 100 DD: 1,509.00 Len: 7202 Heading: 340 Side: Right Distances: CD =Along centerline from threshold
PD = Perpendicular to centeriine DO 􀁾􀀠Direct from threshold http://l72.27.173.93fPart77db.asp?Oe_Case_Id=391499 111412004 
38 ASN: 2004-ASW-4291-0E 10/26/2004 9:32:43 AM[CIV] Obstruction Evaluation Lat: 32-S7-27.44 SE: 630 Long: 96-49-47.92 AGL: Case information in NAD 83 datum. Part 77 results use NAD 83
datum. AMSL: 668 Notice Criteria FAR 77.13(a)(1) NNR (does not exceed 200 ft AGL) FAR 77. 13(a)(2) U..ADS[CURRENT] -RWY 33[CURRENT] ---> Exceeds by 23 ft ADS[CURRENT] -RWY 33[CURRENT]
---> Exceeds by 23ft ADS [CURRENT] -RWY 33D[ORIGINAl..sAVE] ---> Exceeds by 13ft U_ADS[CURRENT] -RWY 33D[PENDlNG] ---> Exceeds by 14ft U_ADs[CURRENT] -RWY 33D[ORlGINAl..sAVE] ---> Exceeds
by 13ft ADS [CURRENT] -RWY 33D[PENDlNG] ---> Exceeds by 14ft FAR 77.13(a)(3) Not a traverseway FAR 77.13(a)(S) NNR (not on an airport) Obstruction Standards FAR 77.23(21)(1) DNE 500
ft AGL FAR 77 .23(a)(2) Does not apply FAR 77.25(21) DNE horizontal FAR 77.2S(b) DNE conical FAR 77 .25(c) Outside primary area FAR 77.25(d) ADs[CURRENT] -RWY 33[CURRENT]: approach surface
---> Exceeds by 20 ft ADs[CURRENT] -RWY 33D[ORIGINAL_sAVE]: approach surface ---> Exceeds by 2 ft ADS[CURRENTJ -RWY 33D[PENDlNG]: approach surface ---> Exceeds by 2 ft FAR 77.25(e) DNE
transition surface Military surfaces have not been evaluated Closest Runway Data RWY -33 Lat: 32-S7-33.3765 Type: 0 CD: 818.00 Long: 96-49-56.627 App/Opp: PIP PD: 492.00 Elev: 636 Width:
100 DD: 954.00 Len: 7202 Heading: 340 Side: Right Distances: CD = Along centerline from threshold PD = Perpendicular to centerline DD = Direct from threshold http://172.27.173.93IPart77db.asp?Oe_Case
_Id=391519 111412004 
ASN: 2004-ASW-4276-0E 10/25/20045:45:04 PM[CIV] Obstruction Evaluation Let: 32-57-21.21 sE: 630 Long: 96-49-47.70 AGL: 38 Case information in NAD 83 datum. Part 77 results use NAD 83
datum. AMsL: 668 Notice Criteria FAR 77.13(a)(1) NNR (does not exceed 200 ft AGL) FAR 77.13(a)(2) ADs[CURRENT] -RWY 33[CURRENT] ---> Exceeds by 18 ft U..ADs[CURRENT] -RWY 33[CURRENT]
---> Exceeds by 18ft U_ADs[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 8ft ADS [CURRENT] -RWY 33D[PENDING] ---> Exceeds by 8ft ADS [CURRENT] -RWY 33D[ORIGINAL_sAVE] ---> Exceeds by 8ft
U_ADs[CURRENT] -RWY 33D[ORIGINAL_sAVE] ---> Exceeds by 8ft FAR 77.13(a)(3) Not a traverseway FAR 77.13(a)(5) NNR (not on an airport) Obstruction standards FAR 77.23(a)(1) DNE 500 ft
AGL FAR 77 .23(a)(2) Does not apply FAR 77 .25(a) DNE horizontal FAR 77. 25(b) DNE conical FAR 77 .25(c) Outside primary area FAR 77.25(d) ADs[CURRENT] -RWY 33[CURRENT]: approach surface
---> Exceeds by 8 ft FAR 77.25(e) DNE transition surface Military surfaces have not been evaluated Closest Runway Data -RWY -33 Let: 32-57-33.3765 Type: 0 CD: 1,416.00 21 e"1S Long:
96-49-56.627 Elev: 636 App/Opp: PIP Width: 100 PD: 294.00 DD: 1,446.00 2. '8'f Len: 7202 Heading: 340 Side: Right Distances: CD = Along centerline from threshold PD = Perpendicular to
centerline DD = Direct from threshold .. http://172.27.173.93IPart77db.asp?Oe_CaseJd=391500 1114/2004 
E D DIAGRAM LEGEND Addison Municipal Airport Establish Ugh! Poles 4276 Threshold Siting Tool-Version 8.01 Calculations lAW AC 15015300-13, Airport Design, Change 8 
ASN: 2004-ASW-4281-0E 10/26/2004 8:21:36 AM[CIV] Obstruction Evaluation tat: 32-S7-22.0S SE: 630 Long: 96-49-47.64 AGL: 38 Case information in NAD 83 datum. Part 77 results use NAD 83
datum. AMSL: 668 Notice Criteria FAR 77.13(a)(1) NNR (does not exceed 200 It AGL) FAR 77.13(a)(2) ADS[CURRENT] -RWY 33[CURRENT] ---> Exceeds by 18 It U_ADS[CURRENT] -RWY 33[CURRENT]
---> Exceeds by 18ft U_ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 9ft ADS[CURRENT] -RWY 33D[PENDlNG] ---> Exceeds by 9ft ADS[CURRENT] -RWY 330[ORIGINAL_SAVE] ---> Exceeds by 9ft
U_ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 9ft FAR 77.13(a)(3) Not a traverseway FAR 77.13(a)(S) NNR (not on an airport) Obstruction Standards FAR 77.23(a)(1) DNE SOO ft
AGL FAR 77.23(a)(2) Ooes not apply FAR 77.2S(a) ONE horizontal FAR 77 .2S(b) ONE conical FAR 77.2S(c) Outside primary area FAR 77 .2S{d) AOS[CURRENT] -RWY 33[CURRENT]: approach surface
---> Exceeds by 9 ft FAR 77.2S(e) DNE transition surface Military surfaces have not been evaluated Closest Runway Data RWY -33 Lat: 32-57-33.376S Type: 0 CO: 1,338.00 Long: 96-49-56.627
App/Opp: PIP PO: 328.00 Elev: 636 Width: 100 DO: 1,377.00 Len: 7202 Head i ng: 340 Side: Right 􀁾􀁩􀁳􀁴􀁡􀁮􀁣􀁥􀁳􀀺􀀠 CD = Along centerline from threshold PO = Perpendicular to centerline
DD = Olrect from threshold 1115/2004 
,." DNH ,." ,." ,." ,. Departure Obstacle Clearance Surface &Object Analysis Worksheet DPH. , ., 40:1 001 ., 111 ... 40:1 ,." 35' 􀁊􀁵􀁭􀁾􀀠 .,/" j 􀁾􀁾􀁟􀀮􀁟􀀮􀁟􀁾􀀠􀁟􀀮􀁟􀀮􀁟􀀮􀀭􀀢􀀧􀀶􀁟􀀮􀁟􀀮􀁟􀁾�
�􀁮􀀢􀁁􀀭__._._ Runway Side View --......._._._._._._4.0_:1. _D.e_p.a_r.tu_r.e_ S._ur.f_ac._e ._.Runway Zone 1 Top Down View Addison Municipal Light Poles 4280 lAW FAA Order 8260.39,
TERPS, Chapter 12, Departure Procedures & FAA Airports Obstruction Standards Committee ( AOSC) Decision #2(\10 e 􀀧􀁦􀀢􀁾􀁣􀀺􀀺􀀺􀁲􀀠 "'f1>D /
38 ASN: 2004-ASW-4280-0E 10/25/2004 6:31:44 PM[CIV] Obstruction Evaluation Lat: 32-57-20.52 SE: 631 Long: 96-49-46.91 AGL: Case information in NAD 83 datum. Part 77 results use NAD 83
datum. AMSL: 669 Notice Criteria FAR 77.13(a)(1) NNR (does not exceed 200 It AGL) FAR 77 . 13(a)(2) ADS[CURRENn -RWY 33[CURRENT] ---> Exceeds by 18 It U..ADS[CURRENT] -RWY 33[CURRENn
---> Exceeds by 18ft U_ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 8ft ADS[CURRENn -RWY 33D[PENDING] ---> Exceeds by 8ft ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 8ft U_ADS[CURRENT]
-RWY 33D[ORIGINAL...SAVE] ---> Exceeds by 81t FAR 77.13(a)(3) Not a traverseway FAR 77 . 13(a)(S) NNR (not on an airport) Obstruction Standards FAR 77.23(a)(1) DNE 500 It AGL FAR 77.23(a)(2)
Does not apply FAR 77.2S(a) DNE horizontal FAR 77.2S(b) DNE conical FAR 77.2S(c) Outside primary area FAR 77.25(d) ADS[CURRENT] -RWY 33[CURRENn: approach surface ---> Exceeds by 7 It
FAR 77.25(e) DNE transition surface Military surfaces have not been evaluated Closest Closest Runway Data RWY -33 Lat: 32-57-33.3765 Type: 0 CD: 1,504.00 Long: 96-49-56.627 App/Opp:
PIP PD: 334.00 Elev: 636 Width: 100 DD: 1,541.00 Len: 7202 Heading: 340 Side: Right Distances: CO '" Along centerline from threshold PO= Perpendicular to centerline DO = Direct from
threshold httn:II172.27.173.93IPart77db.asv?Oe_Case_Id=391506 111512004 
Departure Obstacle Clearance Surface & Object Analysis Worksheet Addison Municipal Light Poles 4276 lAW FAA Order 8260.38, TERPS, Chapter 12, Departure Procedures & FAA Airports Obstruc11on
Standards Committee ( AOSC) Decision 112 (110 12. ffe-e:T f f'l" 0 DPH 40:1 ,; ,; DOl,;'; ,; 40:1 DNH ,;,; ,;,;,;,;,; ,; 􀁾􀀭􀀮􀁪􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀭􀀮􀀭􀀮􀀭􀀮􀀭 Runway Side
View 40:1 Departure Surface ............􀁾􀁉._._._._._._._._._._._._._._._._.Runway Zone 1 Top Down View ""/U , 
ASN: 2004-ASW-4282-0E 10/26/2004 8:25:52 AM[CIV] Obstruction Evaluation Lat: 32-57-22.94 SE: 629 Long: 96-49-47.64 AGL: 38 Case information in NAD 83 datum. Part 77 results use NAD 83
datum. AMSL: 667 Notice Criteria FAR 77.13(a)(1) NNR (does not exceed 200 ft AGL) FAR n.13(a)(2) ADS[CURRENT] -RWY 33[CURRENT] ---;> Exceeds by 18 ft U_ADS[CURRENT] -RWY 33[CURRENT]
---;> Exceeds by 18ft U_ADS[CURRENT] -RWY 33D[PENDING] ---;> Exceeds by 9ft ADS[CURRENT] -RWY 33D[PENDING] ---;> Exceeds by 9ft ADS[CURRENT] -RWY 33D[ORIGINAL_SAVEl ---;> Exceeds by
9ft U_ADS[CURRENT] -RWY 33D[ORIGINAL_SAVEl ---;> Exceeds by 9ft FAR n.13(a)(3) Not a traverseway FAR n.13(a)(5) NNR (not on an airport) Obstruction Standards FAR n.23(a)(1) DNE 500 ft
AGL FAR n .23(a)(2) Does not apply FAR 77.25(a) DNE horizontal FAR 77.25(b) DNE conical FAR 77.25(c) Outside primary area FAR 77.25(d) ADS [CURRENT] -RWY 33[CURRENT]: approach surface
---;> Exceeds by 10 ft FAR 77.25(e) DNE transition surface Military surfaces have not been evaluated Closest Runway Data RWY -33 Lat: 32-57-33.3765 Type: 0 CD: 1,253.00 Long: 96-49-56.627
App/Opp: PIP PD: 359.00 Elev: 636' Width: 100 DD: 1,303.00 Len: 7202 Heading: 340 Side: Right Distances: CD = Along centerline from threshold PO = Perpendirular to centerline DD = Direct
from threshold 111512004 
ONH .,.'" .,. .,. .,.'" Departure Obstacle Clearance Surface & Object Analysis Worksheet OPH .,. .,. 40:1 001 .,.'" 'I 􀁾􀀠40:1 ",..; 35' Jump{' ./" j 􀁾􀁟􀀣􀁟􀀮􀀭􀁾􀀠􀀭􀁾􀀭􀀮􀁟􀀣􀁟..-.-.-.---.-.-.Ru
nway Side View ---..... Runway 40:1 Departure Surfaoe 1.._._._._._._._._.-._._._._._. Zone 1 Top Down View Addison Municipal Light Poles 4281 lAW FAA Order 8260.3B, TERPS, Chapter 12,
Departure Procedures & FAA Airports Obstruction Standards Committee ( AOSC) Deolslon 1/2 
38 Part 77 ASN: 2004-ASW-4283-0E 10/26/2004 8:41:33 AM[CIV] Obstruction Evaluation Lat: 32-57-23.83 SE: 629 Long: 96-49-47.62 AGL: Case Information in NAD 83 datum. Part 77 results use
NAD 83 datum. AMSL: 667 Notice Criteria FAR 77.13(a)(1) NNR (does not exceed 200 ft AGL) FAR 77.13(a)(2) U_ADS[CURRENT] -RWY 33[CURRENT] ---> Exceeds by 19 ft ADS[CURRENT] -RWY 33[CURRENT]
---> Exceeds by 19ft ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 9ft U...ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 9ft U_ADS[CURRENT] -RWY 33D[ORIGINAL_SAVEl ---> Exceeds
by 9ft ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 9ft FAR 77.13(a)(3) Not a traverseway FAR 77.13(a)(5) NNR (not on an airport) Obstruction Standards FAR 77.23(a)(1) DNE 500 ft AGL
FAR 77 .23(a)(2) Does not apply FAR 77 .25(a) DNE horizontal FAR 77.25(b) DNE conical FAR 77.25(c) Outside primary area FAR 77.25(d) ADS[CURRENT] -RWY 33[CURRENT]: approach surface --->
Exceeds by 12 ft FAR 77.25(e) DNE transition surface Military surfaces have not been evaluated Closest Runway Data RWY 33 Lat: 32-57-33.3765 Type: 0 CD: 1,169.00 Long: 96-49-56.627 App/Opp:
PIP PD: 391.00 Elev: 636 Width: 100 DD: 1,233.00 Len: 7202 Heading: 340 Side: Right Distances: CD '" Along centerline from threshold PD = Perpendicular to centerline DD = Direct from
threshold 11/4/2004 
E D DIAGRAM LEGEND Addison Municipal Airport Establish Ught Pol.. 4283 Threshold Siting Tool-Version 8.01 Calculations lAW AC 15015300-13, Airport Design, Change 8 
38 ASN: 2004-ASW-4284-0E 10/26/2004 8:48:17 AM[CIV] Obstruction Evaluation lat: 32-57-21.54 SE: 630 Long: 96-49-46.92 AGL: Case information in NAD 83 datum. Part 77 results use NAD 83
datum. AMSL: 668 Notice Criteria FAR 77.13(a)(1) NNR (does not exceed 200 ft AGL) FAR 77.13(a)(2) ADS [CURRENT] -RWY 33[CURRENT] _OM> Exceeds by 18 ft U_ADS[CURRENT] -RWY 33[CURRENT]
_OM> Exceeds by 18ft U_ADS[CURRENT] -RWY 33D[PENDING] _OM> Exceeds by 8ft ADS[CURRENT] -RWY 33D[PENDING] _OM> Exceeds by 8ft ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] _OM> Exceeds by 8ft
U_ADS[CURRENT]-RWY 33D[ORlGINAL_SAVE] _OM> Exceeds by 8ft FAR 77. 13(a)(3) Not a traverseway FAR 77. 13(a)(5) NNR (not on an airport) Obstruction Standards FAR 77.23(a)(1) ONE 500 It
AGL FAR 77.23(a)(2) Does not apply FAR 77.25(a) ONE horizontai FAR 77.25(b) ONE conical FAR 77.25(c) Outside primary area FAR 77.25(d) ADS[CURRENT] -RWY 33[CURRENT]: approach surface
_OM> Exceeds by 8 It FAR 77.25(e) DNE transition surface Military surfaces have not been evaluated Closest Runway Data RWY -33 Lat: 32-57-33.3765 Type: 0 CD: 1,407.00 Long: 96-49-56.627
App/Opp: PIP PO: 368.00 Elev: 636 Width: 100 DO: 1,454.00 Len: 7202 Heading: 340 Side: Right Distances: CD = Along centerline from threshold PD = Perpendicular to centerline DO = Direct
from threshold _. http://172.27.173.93IPart77db.asp?Oe_Case_Id=391510 1115/2004 
Departure Obstacle Clearance Surface &Object Analysis Worksheet Addison Municipal Poles 4283 lAW FAA Order 8260.38, TERPS, Chapter 12, Departure Procedures & FAA Airports Obstruction
Standards Committee (AOSC l Decision 112 DPH ... ... 40:1 DOl. .. ...... 40:1 DNH ......... ......... ... ... 􀁾􀀭􀀮􀁪􀀭􀀮􀀭􀀭􀀭􀀮􀀭􀀭􀀮􀀭􀀮􀀭􀀭􀀭􀀭􀀮􀀭􀀮􀀭􀀭􀀭 Runway Side View 40:
1 Departure Surface -_._._._---_._-----_._._._-_. Zone 1 ............ _.􀁾􀁉Runway Top Down View 
ASN: 2004-ASW-4285-0E 10/26/20048:58:56 AM[CIV] Obstruction Evaluation Lat: 32-57-21.88 SE: 630 Long: 96-49-46.74 AGL: 42 Case Information in NAD 83 datum. Part 77 results use NAD 83
datum. AMsL: 672 Notice Criteria FAR 77. 13{a)(1) NNR (does not exceed 200 ft AGL) FAR 77.13(a)(2) ADS[CURRENT] -RWY 33[CURRENTJ ---> Exceeds by 22 ft U_ADS[CURRENT] -RWY 33[CURRENT]
---> Exceeds by 22ft U_ADs[CURRENTJ -RWY 33D[PENDING] ---> Exceeds by 12ft ADs[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 12ft ADS [CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 12ft
U_ADS[CURRENTJ -RWY 33D[ORIGINA'-..SAVEJ ---> Exceeds by 12ft FAR 77. 13(a)(3) Not a traverseway FAR 77. 13(a)(5) NNR (not on an airport) Obstruction standards FAR 77.23(a)(1) DNE 500
ft AGL FAR 77.23(a)(2) Does not apply FAR 77.25(a) DNE horizontal FAR 77.25(b) DNE conical FAR 77.25(c) Outside primary area FAR 77.25(d) ADS[CURRENT] -RWY 33[CURRENT]: approach surface
---> Exceeds by 12 ft FAR 77.25(e) DNE transition surface Military surfaces have not been evaluated 􀁩􀀩􀁕􀁾\ it\l> Closest Runway Data RWY -33 Lat: 32-57-33.3765 Type: 0 CD: 1,380.00
"L \ S'l.. Long: 96-49-56.627 App/Opp: PIP PD: 394.00 ;,g"1 Elev: 636 Width: 100 DD: 1,435.00 Len: 7202 Heading: 340 Side: Right Distances: CD = Along centerline from threshold PD =
Perpendicular to centerline DD = Direct from threshold httn·II17? ?7 17i9:'\/Part77db.aso?0e Case Id=391511 11/412004 
Departure Obstacle Clearance Surface & Object Analysis Worksheet DPH 40:1 ",'" 001", '" '" 1l! -' 40: 1 DNH '" '" '" ",'" """,,,;' 3S'JUmp{ 􀁾 j 􀁾􀀮􀀭􀁾􀀭􀀮􀀭􀀮􀀠􀀭􀀭􀀭􀀬􀀬􀀭􀀮􀀭􀀮􀀮􀀭􀁾􀀭􀀮􀀭􀀮􀀭􀀭
􀀮􀀭􀀮􀀭..... Runway 40:1 Departure Surface Zonal Side View ............􀁾􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭 Runway Top Down View Addison Municipal
Light Poles 4284 lAW FAA Order 8260.36, TERPS, Chapter 12, Departure Procedures & FAA Airports Obstruction Standards Committee ( AOSC) Decision 112 ('/0 􀁥􀁦􀁾􀀭􀁲􀀭
rr:t77 rage 1 or 1 ASN: 2004-ASW-4286-0E 10/26/20049:04:43 AM[CIV] Obstruction Evaluation Let: 32-57-22.43 SE: 630 Long: 96-49-46.91 AGL: 38 Case information in NAD 83 datum. Part 77
results use NAD 83 datum. AMSL: 66B Notice Criteria FAR 77.13(a)(1) NNR (does not exceed 200 ft AGL) FAR 77.13(a)(2) ADS[CURRENT] -RWY 33[CURRENT] ---> Exceeds by 18 ft U_ADS[CURRENT]
-RWY 33[CURRENT] ---> Exceeds by 18ft U_ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 9ft ADS[CURRENT] -RWY 33D[PENDlNG] ---> Exceeds by 9ft ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] --->
Exceeds by 9ft U_ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 9ft FAR 77.13(a)(3) Not a traverseway FAR 77.13(a)(5) NNR (not on an airport) Obstruction Standards FAR 77.23(a)(1)
DNE 500 ft AGL FAR 77.23(a)(2) Does not apply FAR 77.25(a) DNE horizontal FAR 77.2S(b) DNE conical FAR 77.2S(c) Outside primary area FAR 77.25(d) ADS[CURRENT] -RWY 33[CURRENT]: approach
surface ---> Exceeds by 10 ft FAR 77.2S(e) DNE transition surface Military surfaces have not been evaluated Closest Runway Data RWY -33 Let: 32-57-33.3765 Type: 0 CD: 1,323.00 Long:
96-49-56.627 App/Opp: PIP PO: 400.00 Elev: 636 Width: 100 DD: 1,382.00 Len: 7202 Heading: 340 Side: Right Distances: CD = Along centerline from threshold PD = Perpendicular to centerline
DD = Direct from threshold 1115/2004 
Departure Obstacle Clearance Surface &Object Analysis Worksheet DPH ,. 40:1 "'" 40:1 ,." ,. 􀁾􀀮􀁟􀀮􀁊􀀮___._.__._._.__._._._ Runway Side View Runway 40:1 Departure Surface ............􀁾􀁉.-.-.-.-.-
----.-.-----.-.-.-.-. Zone 1 Top Down View DOl ,. ,." DNH ,." ,."'" ,." Addison Municipal Light Poles -Displaced Threshold 4285 Displaced lAW FAA Order 8260.3B, lERPS, Chapter 12, Departure
Procedures & FAA Airports Obstruction Standards Committee ( AOSC) Decision #2 
42 ASN: 2004-ASW-4287-0E 10/26/20049:10:19 AM[CIV) Obstruction Evaluation Lat: 32-57-23.19 SE: 629 long: 96-49-46.83 AGL: Case information in NAD 83 datum. Part 77 results use NAD 83
datum. AMSL: 671 Notice Criteria FAR 77.13(a)(1) NNR (does not exceed 200 ft AGL) FAR 77.13(a)(2) ADS[CURRENTJ -RWY 33[CURRENT] ---> Exceeds by 22 ft U_ADS[CURRENTj -RWY 33[CURRENT]
---> Exceeds by 22ft U_ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 12ft ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 12ft ADS[CURRENTJ -RWY 33D[ORIGINAL_SAVEj ---> Exceeds by 12ft
U_ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 12ft FAR 77.13(a)(3) Not a traverseway FAR 77. 13(a)(5) NNR (not on an airport) Obstruction Standards FAR 77.23(a)(1) DNE 500 ft
AGL FAR 77.23(a)(2) Does not apply FAR 77.25(a) DNE horizontal FAR 77.25(b) DNE conical FAR 77.25(c) Outside primary area FAR 77.25(d) ADS[CURRENT] -RWY 33[CURRENTJ: approach surface
---> Exceeds by 14 It FAR 77.25(e) DNE transition surface Military surfaces have not been evaluated Closest Runway Data RWY -33 Lat: 32-57-33.3765 Type: 0 CD: 1,253.00 Long: 96-49-56.627
App/Opp: PIP PD: 432.00 Elev: 636 Width: 100 DD: 1,325.00 Len: 7202 Heading: 340 Side: Right Distances: CD = Along centerline from threshold PD = Perpendicular to centerline DD = Direct
from threshold http://172.27.173.931Part77db.asp?Oe_Case_Id=391514 lU412004 
Departure Obstacle Clearance Surface & Object Analysis Worksheet DPH .,.'" 40:1 001 .,. '11 􀁾􀀠40: 1 .,.'" .,..,.::.,..,..,. .,.'" 􀁾􀀮􀁟􀀮􀁪􀁟􀀮􀁟􀀮􀁟􀀮􀁬􀁟􀀮􀁟􀀮􀁟􀀮􀁟􀁾􀀮􀁟􀀮􀁟􀀮􀁟􀀠
Runway Side View Runway 40: 1 Departure Surface ............􀁾􀁉'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-' Zone 1 Top Down View Addison Municipal Light Poles 4286 lAW FAA Order 8260.36, TERPS,
Chapter 12, Departure Prooedures & FAA Airports Obstruction Standards Committee (AOSC) DecisIOn 112 
38 ASN: 2004-ASW-4288-0E 10/26/20049:21:56 AM[CIV] Obstruction Evaluation !.at: 32-57-24.69 SE: 629 Long: 96-49-47.62 AGL: Case information in NAD 83 datum. Part 77 results use NAD 83
datum. AMSL: 667 Notice Criteria FAR 77.13(a)(l) NNR (does not exceed 200 ft AGL) FAR 77.13(a)(2) ADS[CURRENT] -RWY 33[CURRENT] ---> Exceeds by 20 ft U_ADS[CURRENT] -RWY 33[CURRENT]
---> Exceeds by 20ft U_ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 10ft ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by lOft ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by lOft
U_ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 10ft FAR 77.13(a)(3) Not a traverseway FAR 77.13(a)(5) NNR (not on an airport) Obstruction Standards FAR 77.23(a)(1) DNE 500 ft
AGL FAR 77.23(a)(2) Does not apply FAR 77.25(a) DNE horizontal FAR 77.25(b) DNE conical FAR 77.25(c) Outside primary area FAR 77.25(d) ADS[CURRENT] -RWY 33[CURRENT]: approach sutface
---> Exceeds by 13 ft FAR 77.25(e) DNE transition sutface Military sutfaces have not been evaluated Closest Runway Data RWY 33 !.at: 32-57-33.3765 Type: 0 CD: 1,087.00 Long: 96-49-56.627
App/Opp: PIP PD: 421.00 Elev: 636 Width: 100 DD: 1,166.00 Len: 7202 . Heading: 340 Side: Right Distances: CD = Along centerline from threshold PO = Perpendicular to centerline DD = Direct
from threshold 11/4/2004 
Departure Obstacle Clearance Surface & Object Analysis Worksheet OPH ...... 40:1 001......... 1; _ 40:1 ONH ...... ... .................. 35'JUmi{ 􀁾 j 􀁾􀀢􀀭􀀮􀀭􀀮􀀭􀁾􀀠---'---""'--_.-._""'-.-._.Run
way 40: 1 Departure Surface Zone 1 Side View 􀀭􀀭􀀭􀀫􀀭􀀮􀀭􀀭􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀁾􀀮􀀭 Runway Top Down View Addison Municipal Light Poles -Displaced
Threshold 4287 Displaced lAW FAA Order 8260.3B, TERPS, Chapter 12, Departure Procedures & FAA Airports Obstrucllon Standards Committee ( AOSC) Decision #2 
ASN: 2004-ASW-4289-0E 10/26/20049:25:17 AM[CIV] Obstruc:tion Evaluation Lat: 32-57-25.66 SE: 629 Long: 96-49-47.62 AGL: 38 Case information in NAD 83 datum. Part 77 results use NAD 83
datum. AMSL: 667 Notice Criteria FAR 77.13(a)(1) NNR (does not exceed 200 ft AGL) FAR 77.13(a)(2) ADS[CURRENT] -RWY 33[CURRENT] ---> Exceeds by 20 ft U_ADS[CURRENT] -RWY 33[CURRENT]
---> Exceeds by 20ft U_ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 11ft ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 11ft ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 11ft
UJ,DS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 11ft FAR 77.13(a)(3) Not a traverseway FAR 77.13(a)(5) NNR (not on an airport) Obstruc:tion Standards FAR 77.23(a)(1) DNE 500 ft
AGL FAR 77.23(a)(2) Does not apply FAR 77 .25(a) DNE horizontal FAR 77 .25(b) DNE conical FAR 77 .25( c) Outside primary area FAR 77.25(d) ADS[CURRENT] -RWY 33[CURRENT]: approach surface
---> Exceeds by 15 ft FAR 77.25(e) DNE tranSition surface Military surfaces have not been evaluated Closest Runway Data RWY -33 Lat: 32-57-33.3765 Type: 0 CD: 995.00 Long: 96-49-56.627
App/Opp: PIP PD: 454.00 Elev: 636 Width: 100 DD: 1,094.00 Len: 7202 Heading: 340 Side: Right Distances: CD 􀁾􀀠Along centerline from threshold PD '" Perpendicular to centerline DD =
Direct from threshold 
Departure Obstacle Clearance Surface & Object Analysis Worksheet DPH. ..... 40:1 001......... 1!! """ 40:1 D..N..H. . ... ...... ;.;,,*, 35' Jum!{' 􀁾 J. 􀁾􀁟􀁾􀁟􀁾􀁟􀁾􀀠􀁟􀀮􀁟􀀮􀁟􀁾􀁾􀁟􀀮􀁟􀀮􀁟􀀮􀁟�
�􀀮􀀬􀀮􀀬􀀮􀀮􀁟􀀮􀁟􀀮􀁟􀀠 Runway 40:1 Departure Surface Zone 1 Side View ...............-._._._._._._._._._._._._._._._._.Runway Top Down View Addison Municipal Light Poles -Displaced
Threshold 4288 Displaced lAW FAA Order 8260.3B, TERPS, Chapter 12, Departure Procedures & FAA Airports Obstruction Standards Committee ( AOSC) Decision #2 
38 ASN: 2004-ASW-4290-0E 10/26/20049:29:04 AM[CIV] Obstruction Evaluation Let: 32-57-26.62 SE: 630 Long: 96-49-47.63 AGL: Case information in NAD 83 datum. Part 77 results use NAD 83
datum. AMSL: 668 Notice Criteria FAR 77.13(a)(1) NNR (does not exceed 200 ft AGL) FAR 77.13(a)(2) ADS[CURRENT] -RWY 33[CURRENT] ---> Exceeds by 22 ft U..ADS[CURRENT] -RWY 33[CURRENT]
---> Exceeds by 22ft U_ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 13ft ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 13ft ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 13ft
U_ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 13ft FAR 77.13(a)(3) Not a traverseway FAR 77.13(a)(S) NNR (not on an airport) Obstruction Standards FAR 77.23(a)(1) DNE 500 ft
AGL FAR 77.23(a)(2) Does not apply FAR 77.2S(a) DNE horizontal FAR 77 .2S(b) DNE conical FAR 77.25(c) Outside primary area FAR 77.25(d) ADS[CURRENT] -RWY 33[CURRENT]: approach surface
---> Exceeds by 18 ft FAR 77.25(e) DNE transition surface Military surfaces have not been evaluated Closest Runway Data RWY -33 Let: 32-57-33.3765 Type: 0 CD: 904.00 Long: 96-49-56.627
App/Opp: PIP PD: 487.00 Elev: 636 Width: 100 DO: 1,027.00 Len: 7202 Heading: 340 Side: Right Distances: CD = Along centerline from threshold PD = Perpendicular to centerline DD = Direct
from threshold 11/412004 
Departure Obstacle Clearance Surface & Object Analysis Worksheet DPH 40:1 "" "" 001 ... 40:1 ",,"" DNH "" "" "" """""""""" 􀁾􀁟􀁊􀁟􀀮􀁟􀀮􀁟􀀮__._._._ Runway Side View Runway 40:1 Departure
Surface ............􀁾􀁉'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-' Zone 1 Tep Down View Addison Municipal Light Poles -Displaced Threshold 4289 Displaced lAW FAA Order 8260.38, TERPS, Chapter 12,
Departure Procedures & FAA Airports Obstruction Standards Committee ( AOSC) Decision It2 
42 ASN: 2004-ASW-4292-0E 10/26/2004 9:36:00 AM[CIV] Obstruction Evaluation Lat: 32-57-24.80 SE: 629 Long: 96-49-46.83 AGL: Case information in NAD 83 datum. Part 77 results use NAD 83
datum. AMSL: 671 Notice Criteria FAR 77.13(a)(l) NNR (does not exceed 200 ft AGL) FAR 77. 13(a)(2) ADS[CURRENT] -RWY 33[CURRENTJ ---> Exceeds by 23 ft U_ADS[CURRENT] -RWY 33[CURRENTJ
---> Exceeds by 23ft U_ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 14ft ADS [CURRENT] -RWY 33D[PENDING] ---> Exceeds by 14ft ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 14ft
U_ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 14ft FAR 77.13(a)(3) Not a traverseway FAR 77.13(a)(S) NNR (not on an airport) Obstruction Standards FAR 77.23(a)(1) DNE 500 ft
AGL FAR 77.23(a)(2) Does not apply FAR 77 .25(a) DNE horizontal FAR 77.25(b) DNE conical FAR 77.25(c) Outside primary area FAR 77.25(d) AD5[CURRENT] -RWY 33[CURRENT]: approach surface
---> Exceeds by 17 ft FAR 77.25(e) DNE transition surface Military surfaces have not been evaluated Closest Runway Data RWY -33 Lat: 32-57-33.3765 Type: 0 CD: 1,100.00 Long: 96-49-56.627
App/Opp: PIP PD: 488.00 Elev: 636 Width: 100 DD: 1,203.00 Len: 7202 Heading: 340 Side: Right Distances: CD = Along centerline from threshold PD = Perpendicular to centerline DD = Direct
from threshold hltrdlln.n.ln9::llPart77db.aso?Oe Case Id=391521 111412004 
Departure Obstacle Clearance Surface & Object Analysis Worksheet DPH ...... 40:1 001 ...... 􀁾􀁾􀀠 .J> 40: 1 DNH •35.' ...􀁉.􀀢􀀢􀀺􀀺􀀮􀀺􀁟􀁾􀀻􀁟􀁟􀀠 ... ...... ...___1__ J.um.P{ Runway
40:1 Departure Surfaoe ............-rl._._._._._._._._._._._._._._._. Zone 1 Side View Runway Top Down View Addison Municipal Light Poies· Displaced Threshold 4291 Displaced lAW FAA
Order 8260.38, TERPS, Chapter 12, Departure Prooedures & FAA Airports Obstruotlon Standards Committee ( AOSC) Decision 1/2 
ASN: 2004-ASW-4293-0E 10/26/20049:39:16 AM[CIV] Obstruction Evaluation Lat: 32-57-25.71 SE: 629 Long: 96-49-46.82 AGL: 42 Case information in NAD 83 datum. Part 77 results use NAD 83
datum. AMSL: 671 Notice Criteria FAR 77.13(a)(1) NNR (does not exceed 200 ft AGL) FAR 77.13(a)(2) ADS[CURRENT] -RWY 33[CURRENT] ---> Exceeds by 24 ft U_ADS[CURRENT] -RWY 33[CURRENT]
---> Exceeds by 24ft U_ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 15ft ADS[CURRENT] -RWY 33D[PENDING] ---> Exceeds by 15ft ADS [CURRENT] -RWY 33D[ORIGINAL_SAVEj ---> Exceeds by 15ft
Uj.DS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by 15ft FAR 77.13(a)(3) Not a traverseway FAR 77. 13(a)(5) NNR (not on an airport) Obstruction Standards FAR 77.23{a)(1) DNE 500 ft
AGL FAR 77.23(a){2) Does not apply FAR 77.25(a) DNE horizontal FAR 77.25{b) DNE conical FAR 77.25(c) Outside primary area FAR 77.25(d) ADS[CURRENT] -RWY 33[CURRENT]: approach surface
---> Exceeds by 19 ft ADS[CURRENT] -RWY 33D[PENDING]: approach surface ---> Exceeds by 1 ft ADS[CURRENT] CURRENT] -RWY 33D[ORIGINALSAVE]: approach surface ---> Exceeds by 1 ft FAR 77.25(e)
DNE transition surface Military surfaces have not been evaluated Closest Runway Data RWY -33 Lat: 32-57-33.3765 Type: 0 CD: 1,014.00 1/67 Long: 96-49-56.627 App/Opp: PIP PD: 520.00 Sib
Elev: 636 Width: 100 DD: 1,140.00 Len: 7202 Heading: 340 Side: Right Distances: CD = Along centerline from threshold PD = Perpendicular to centerline DD = Direct from threshold 11/4/2004

DNH ", " " Departure Obstacle Clearance Surface &Object Analysis Worksheet DPH , , 40'.1 001 , li! """ 40:1 ;,,' 35' Jum!>{ 􀁾 j 􀁾􀀮􀀭􀁾􀀭􀀮􀀭􀀮􀀠_._.-.---_._._.-........_._.Runway
Side View --....... 40:1 Departure Surface 􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀀭􀀮􀁾􀀮􀀭 Runway Zone 1 Top Down View Addison Municipal Light Poles Displaced Threshold
4292 Displaced lAW FAA Order 6260.38, TERPS, Chapter 12, Departure Procedures & FAA Airports Obstruction Standards Committee ( AOSC) Decision #2 
38 ASN: 2004-ASW-4294·0E 10/26/20049:42:39 AM[CIV] Obstruction Evaluation Lat: 32-57-25.93 SE: 629 Long: 96-49-46.80 AGL: Case information in NAD 83 datum. Part 77 results use NAD 83
datum. AMSL: 667 Notice Criteria FAR 77.13(a)(1) NNR (does not exceed 200 ft AGL) FAR 77. 13(a)(2) ADS[CURRENTJ -RWY 33[CURRENTJ ---> Exceeds by 20 ft U_ADS[CURRENTJ -RWY 33[CURRENTJ
---> Exceeds by 20ft U_ADS[CURRENT] 􀁾􀀠RWY 33D[PENDlNG] ---> Exceeds by 11ft ADS[CURRENT] -RWY 33D[PENDlNG] ---> Exceeds by 11ft ADS[CURRENT] -RWY 33D[ORIGINAL_SAVE] ---> Exceeds by
11ft U.ADS[CURRENTJ -RWY 33D[ORIGINALSAVE] ---> Exceeds by 11ft FAR 77.13(a)(3) Not a traverseway FAR 77 . 13(a)(5) NNR (not on an airport) Obstruction Standards FAR 77.23(a)(1) DNE
500 ftAGL FAR 77.23(a)(2) Does not apply FAR 77.25(a) DNE horizontal FAR 77 .25(b) DNE conical FAR 77.25(c) Outside primary area FAR 77.25(d) ADS[CURRENT] -RWY 33[CURRENT]: approach
surface ---> Exceeds by 15 ft FAR 77 .25( e) DNE transition surface Military surfaces have not been evaluated evaluated Closest Runway Data RWY -33 Lat: 32-57-33.3765 Type: 0 CD: 994.00
Long: 96-49-56.627 App/Opp: PIP PD: 529.00 Elev: 636 Width: 100 DD: 1,126.0D Len: 7202 Heading: 340 Side: Right Distances: CD = Along centerline from threshold PD = Perpendicular to
centerline DD = Direct from threshold http://l72.27.173.93IPart77db.asp?Oe_CaseJd=391523 111512004 
Departure Obstacle Clearance Surface &Object Analysis Worksheet DPH "'" 40:1 "'" 001"", "'" "'" 'Ii _ 40:1 DNH "'" "'" "","'" .,.'" "",.,.'" 35' JumP{.... ../j 􀁾􀀮􀀭􀀮􀀭􀀮􀀭􀁾􀀠􀀭􀀮􀀭􀀭􀀭􀀮􀀭􀀭􀀮􀀭�
�􀀭􀀮􀀭􀀭􀀭􀀮􀀭􀀮􀀭􀁾􀀭 Runway Side View 40: 1 Departure Surface ............􀁾􀁉._._._._-_._._--._._---_._._-_. Runway Zone 1 Top Down View Addison Municipal Light Poles· Displaced
Threshold 4293 Displaced lAW FAA Order 8260.3B, TERPS, Chapter 12, Departure Procedures & FAA Airports Obstruction Standards Committee (AOSC) Decision #2 
November 2004. December 2004 'November 08 SM. TW.<T F S 5MTWTF5 1 234 5 Ii 1 2 3 4. 􀁎􀀮􀁾􀁥􀁭􀀦􀁥􀁲􀀠14, 􀁬􀁾􀀺􀁩􀀺􀁬􀀺􀁩􀁾􀁾􀁩􀁾􀁾􀀠, 5678111011 􀁾􀀠 􀁾􀀬􀀠 􀁾􀀠 .. , . ,." '"'. .
􀀢􀁧􀀿􀁏􀁾􀀱􀁧􀁾􀁾􀁮􀁬􀀬􀀧 UN, •• •••••c •. _ 21 22'23 2425 26 27 282930 ,2527 28 29 30 31 10:30<>m 11:3O<>m Public Works Web page (Addison Service 9:00am 10:00am Arapaho/EXplorer Pipeline
(Fire Sta #1) first Hoor) 4:00pm 5:00pm GIS (My office) 1:00pm 3:30pm meeting with FAA (FAA Regional Office) 4:00pm 5:00pm GIS (My office) 4:00pm 5:00pm GIS (My office) Replacement Mtg..
with Teague Nail &, Pernlns (Service Center) 1O:00am 11:00am Updated: Arapaho Rd., Ph. III Construction Status Meeting (Archer Westem Trailer-Surveyor & Arapaho 9:00am W:OOam Updated:
The Addison of Brookhaven Water Rd.) 11:30am 1:00pm lunch with mike p (tbd) 4:00pm 5:00pm GIS (My office) 8:00am 9:30am -Employee 1:00pm toastmasters 1:30pm 2:30pm Engineering Design
QA/QC (Svc Center) 4:00pm 5:00pm GIS (My office) 5:00pm 6:00pm Happy Hour -blue mesa Jenny Nlcewander 1 11/8/2004 
PROJECT LISTISTATUS ADDISON PUBLIC WORKS DEPARTMENT Project Status CMAQ, Project 12 RO.W. acquisition is underway by County. Jack Loggins Bid advertisement scheduled for Spring 2005.
-Dallas County Public Works Steve Chutchian Midway Rd. Rehabilitation Final design and construction phasing report is Bruce Grantham completed. Programming for construction delayed Grantham
& Associates, Inc. unti12006. Pavement jacking is underway on certain Steve Chutchian concrete panels within limits ofproject. $750,000 remains budgeted fur additional improvements.
Addison Rd. Widening Final design nearing completion. Easement acquisition is 􀁂􀁩􀁲􀁫􀁨􀁯􀁾 Hendricks & complete. Utility relocation effurts underway. Street & Conway-John Birkhoff
pedestrian light spacing has been incorporated ipto the Steve Chutchian final plans. Project will be bid in winter 2005. tFAA Jenny Nicewander has revised ruling on power pole heights)
TXU Electric has been directed to proceed with ordering poles. Dallas County CIP Master Interloca1 Agreement approved by Dallas County Don Holzwarth in July 2002. Supplemental agreement
for Arapaho Rd. Dallas County project approved by County Commissioners in Oct. 2002. Steve Chutchian Public Works staff'prepared and subsequently submitted an Jenny Nicewander application
for funding to County for Belt Line Rd. The project received a high ranking on preliminary evaluation. The project list is as fullows: Approved Projects Funding Year Arapaho Rd, Construction
2004 Midway Rd. Signalization 2005 Belt Line Rd. SPUI 2005 Pending Applications Funding Year Belt Line Rd. Construction 2008 The Town requested, and the County approved an additional
$100,000 grant added to the Midway Rd. project to help pay for video detection on Belt Line Rd. Arapaho Rd. funds have been received from the County. 
Addison Airport Part 150 Noise Study and Master Plan Update Coffman & Associates Jim Pierce Airport Drainage Instrumentation Project URS Greiner Jim Pierce Arapaho Rd., Phase III Jerry
Holder HNTB Corporation. Steve Chutchian Jenny Nicewander LindberghlBankston Drainage Bruce Grantham Grantham & Assoc., Inc. Steve Chutchian Arts & Events District Improvements Carmen
Moran Steve Chutchian Spectrum Drive-North & South Extensions Steve Chutchian Jenny Nicewander Railroad Crossing Quiet Zones Steve Chutchian Jenny Nicewandl;)r Both projects completed.
Addendums to Master Plan include Pavement Evaluation and Obstruction Survey. The computer generated obstruction survey has been submitted to FAA for review. Obstruction field survey
complete. Pari: 150 has been accepted by FAA. Plans & Specifications are 95% complete. Issues with FAA remain. Project on hold. This project will expand the safety area at the north
end ofthe airport. Agreement with DWU was recently approved by Dallas. Construction is underway throughout the project limits. Utility relocation efforts will continue into the construction
ofthe project. TXU is behind on their relocation efforts. SBC agreement for utility relocation was approved by Council. Inter-local agreement between Explorer Pipeline and the Town approved
by Council. Grantham is working on design revisions with DART in order to obtain approval. One drainage easement must be acquired from Bankston. DART must review latest submittal from
Grantham. Construction is substantially completed. Jim Duffy is designated project manager over all improvements, including COnStruction inspection. The contractor has notified the Town
that they are not willing to reconstruct Festival Way. Town is currently determining legal options and has met with the bonding company representative. ,'Construction is complete. Mels
Electric tnotified the Town that street and pedestrian lights will ,be delivered in late November 2004. Power for lights, "irrigation, and signals has beenestablished by TXV. cFinal payment for street project was approved on Oct. 261h• DART Lap money has been approved. Project on hold. Town applied for Railroad Reliability Grant from COO
for additional crossing gates, and the request was approved. An agreement between the Town and TxDot will be prepared by the Anstin office ofTxDot soon. Funding issues have been resolved.
TxDot has requested a scope of work from the Town prior to completion ofagreement. 
Standard Engineering • Project to establish a standard agreement to be initiated Services Agreement by staff& reviewed by City Attorney. A "go-by" will be Steve Chutchlan sent to John
fEU soon. cad nnJu 􀁾􀀠􀁾 ro Jenny Nicewander D "1P .)......... 􀁾􀀮􀁍􀁎 •.Q 􀁾 lol:QO John Hill Town-wide Signal • Town worked with Kimley-Hom, Inc. to complete a Upgrades design proposal
to perform both tbe County and TxDot Tnn Pierce funded improvements. TxDot approval was obtained. Robin Jones Design is underway. Jenny Nicewander Keller Springs Widening • Town trying
to work with NTTA to develop an inter-local (Tunnel to Addison Rd.) agreement to perform design and constmction efforts for Steve Chutcbian construction ofroadway improvements, from
the Tunnel Jenny Nicewander to Quorum Drive. NTTA has prepared design and construction cost estimates for the project. The agreement is under review by the NTTA executive board. Talisker
Apartments • Constmction underway and is anticipated to be completed Water Line Improvements by by mid-November 2004. Steve Chutcbian Jenny Nicewander Westfield Court Service • Low bidder
was Davis Excavation, in tbe amount of Line Replacement $59,225.00. Council approved-award of contract on Steve Chutcbian September 28, 2004. Constmction is approximately Jerry Davis
70% complete. Jenny Nicewander Air Traffic Control Tower • Constmction ofnew control 􀁴􀁯􀁷􀁦􀁾􀁡􀁹􀀮􀀠 Jim Pierce r Water System Vulnerability. Study is complete and has been submitted
to EPA Assessment Any changes needed to the Emergency Response Plan Jim Pierce must now be evaluated. V-Airport Fuel Farm ._U'" .􀁾􀁾􀁾􀁾􀁾􀁾􀁨􀀱􀁴􀁴􀁲􀀧􀁾􀁾􀁾􀁾􀀠 Jim Pierce 􀁄􀁥􀁳􀁩􀁧􀁮􀁾􀁾􀁾􀀺􀁾
􀁾􀁾􀁾􀁾􀁾􀀺􀀱􀁾􀁾􀁾􀁾􀀿􀁴􀀭􀀮􀁴􀀮􀀮􀁰 GIS Mapping • Progress 􀁵􀁮􀀨􀁬􀁥􀁮􀁩􀁜􀁬􀁬􀁬􀁾􀀧.􀀮􀁯􀁬􀀻􀁬􀁊􀀺􀁾􀀩􀁤􀁡􀁬􀁴􀁥􀀠 Jenny Nicewander Training is completed. was app:rgJ Jim Pierce
a timeJine. b r\l\4iD 􀁡􀁐􀁾􀀠dtJ k 
2 ft. Contour Maps Proposal needed from NCTCO Jim Pierce Jenny Nicewander 􀁫􀀾􀁴􀁨􀁾􀀠vf Belt Line Road Resurfucing Construction is underway. Asphalt has been placed on a substantial
portion ofthe east bound lanes. Most ofthe -􀁾􀁾􀁾􀀭􀁴􀀠 e..ttLSteve Chutchian Jenny Nicewander concrete milling is completed The project has a mid-November completion schedule. 0 􀁩􀀬􀀮􀀮􀁘􀁾􀀧􀁉􀀯�
�􀀧􀁉􀀡􀀮􀀠􀁾 Uxtr.. If MiI:'WA() /iU./)t,uI/, 􀁐􀁯􀁻􀁊􀁾􀀠 .. .1 Belt Line RoadIDalias Pkwy. Carter & Burgess, Inc. is working on a scope and fee rv--flJ..CI{f) I 1101<1' Intersection
Improvements Jim Pierce Steve Chutchian Jenny Nicewander Airport Beacon Relocation Jim Pierce Jenny Nicewander Sanitary Sewer Sampling Manholes Steve Chutchian Electrification of"T"
Hangers Jim Pierce Fuel Truck Rd. Extension Jim Pierce Steve Chutchian Jenny Nicewander Richard Byrd Reconstruction, Phase n Steve Chutchian Jenny Nicewander Other Bond Items Mike Murphy
proposal for submittal to Dallas County. Design will V\t. 􀁰􀁾􀀠 be coordinated with Belt Line Rd. streetscape study. Project under development. Project in final design stage. Standard
Town .construction docmnents atld specifications forwarded to Engineer. Final plans under review. Specifications should be submitted for review soon. Engineer submitted plans and specifications
to DWU in October 2004 for review and approval. Design underway. Design and bidding ofa southerly extension ofthe Fuel Truck access road will be perfonned for construction in 2005. Design
proposal is being prepared by BNTB Corporation. Pending Projects. 
PROJECT UPDATE ARAPAHO ROAD Town of Addison November 3, 2004 To: Jenny Nicewander From: Kelly Dlouhy -HNTB Subject: Project Update The Town of Addison is constructing Arapaho Road from
Addison Road to Surveyor Blvd., a distance of approximately one mile. This is a new location roadway. HNTB is providing construction management services to the Town. On October 26, 2004,
the contractor discovered railroad (RR) ties about 5 ft underground in two locations. The following is an update of the project since water and soil samples were taken at the site on
October 28, 􀀲􀀰􀀰􀀴􀁾􀀠 PROJECT UPDATE Most sites in Texas, except a few under federal regulations, fall under the Texas Risk Reduction Program (TRRP). The site associated with Arapaho
is under the authority of TRRP. Associated with TRRP are media specific Protective Concentration levels (PCls). Sites have to be assessed to and cleaned up to these PCls. Specifically
with the Arapaho site, one of the suspected chemicals of concern (COC) is creosote whose derivatives include cresols, phenols, and naphthalene. Samples were taken at the site for analysis
of semi-volatile organic compounds (SVOC) , volatile organic compounds (VOC) , total petroleum hydrocarbons (TPH), and RCRA 8 metals. This type of analysis will insure that the Texas
Commission on Environmental Quality (TCEQ) will be satisfied that all possible COCs were identified. SVOCs generally indicate chemicals like oils, VOC indicate chemicals like gas and
solvent components, RCRA metals analyze for arsenic, lead, chromium, barium, silver, cadmium, mercury, and selenium. TPH indicates the total amount of petroleum hydrocarbons and is generally
used to determine which sample should be used for SOY analysis. If the analytical results indicate that concentrations of some COCs are above the PCl, the particular media will have
to be cleaned to concentrations below the PCL. The samples were submitted on standard tum around time. Results should be received before the week's end (November 5th). If the samples
indicate COCs above the PCl, the excavated soil will have to be disposed of in an appropriate landfill. By over excavating the site, the soil would be "cleaned up" to the regulatory
levels. Samples will need to be submitted at the limits of the excavation to show that the COCs are below the PCls. The vertical limit of the pits is weathered limestone. Following the
receipt of the analytical results, vertical 
ARAPAHO ROAD Project Update delineation might have to be determined on the limestone (bedrock) to insure the COCs will not migrate to another water bearing zone. The soils at these locations
are extremely tight black clay. Groundwater was present in the pits as a result of the debris which created huge pore spaces. The groundwater will need to be assessed to determine if
any groundwater is present in the natural formation. Depending on the results, assessment and possible monitoring/cleanup will be necessary. If groundwater is present, one issue to be
addressed is the storm sewer drains that would traverse the location of the pits. The storm sewer provides conduit for· contamination if groundwater enters the system. An important potential
issue is the disposal cost of the soil. Pending the analytical results, the waste will need to be profiled and the appropriate landfill contacted. Since additional samples have not been
taken, the plume size has not been determined. The size of the plume will be used to calculate yardage and associated landfill cost. Assuming the worst, areas with concentrations above
the PCl will need to be identified and cleaned up (Le. excavated). SAMPLING UPDATE Soil and water samples were taken at the project site on Thursday, October 28th• Initial analyses were
run on these samples to identify the contaminants. Additional tests are necessary to obtain a complete profile of the samples. These analyses would consist of SVOC, VOC, and RCRA 8 Metals.
These tests are required to profile potential contaminants for the landfill. The goal is to minimize the analytical costs but still satiSfy the landfill requirements. By running these
preliminary tests now, the removal/disposal of the potential contaminants would be accelerated. The following are the sampling costs as of today: $3,800.75 Cost for initial assessment
samples (test ordered, results expected soon) $663.00 Cost of profiling for the landfill (these tests have not been ordered) $4,463.75 Total -$892.75 Ifthe Town of Addison pays within
30 days $3,571.00 The landfill may require additional analysis if site is over excavated. You will be notified of additional landfill requirements if needed. The Town of Addison can
receive a discount on the cost of the samples. Payment within 30 days would receive a 20% discount from Anachem on the invoice total. Payment within 45 days would receive a 15% discount
from Anachem on the invoice total. Please contact Perry Dunlap at 972-727-9003 for proper payment and invoicing. ACTION ITEMS: Authorization from the Town of Addison for Anachem to run
samples to profile potential contaminants for the landfill. Page 2 
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r-􀁾􀀠 I lla11ti ty Notebook Airport Vel'licle Access Road Marcl'l15, 2005 
ROADWAY QUANTITIES Airport Vehicle Access Road Addison Airport Complete in Place, for the Sum of : Compile!. in Place, for the Sum of 1_________________________􀁾􀀬...Q,·aoo 1_____________Cents
per unit I_________________________v,"'.,oand 1_____________ Cents per unil !Complletein Place, for the Sum of 1______________􀁾􀁖􀀢􀁑􀀬􀀮􀁡􀁮􀁤􀀠 1_____________Cents per unit _____________,Dolla,.an
d ____________Cents per unlt IC"mplete in Place, for the Sum of _____________,Dollarsand _____________ Cenls per unil Complete in Place. for the Sum of _____________,DolI.,. .nd 1____________Cents
per unil Complete in PI.ce, for Ihe Sum of PF-5 of 2 -Roadway 
ROADWAY QUANTITIES Airport Vehicle Access Road Addison Airport 1_____________Cents per unit Complete in Place, for the Sum of I______________􀁾􀁶􀀢􀁶􀀬􀁶􀁡􀁮􀁤􀀠 1_____________ Cents
per unit Complete in Place, for the Sum of I_______________􀁾􀁵􀀬􀀬􀀬􀁯􀀬􀁯􀁡􀁮􀁤􀀠 1______________ Cents per unit I Compllete in Place, for the Sum of I______________􀂷􀁾􀁶􀀢􀁯􀀢􀁡􀁮􀁤􀀠
1 ______________ Cents per unit TOTAL AMOUNT BID FOR MATERIALS AND SERVICES, SCHEDULE I,ITEMS 101 THROUGH 110, INCLUSIVE _.....:$_________ PF-6 of 2 -Roadway 
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ual1titlJ Notebook Airport Veh.icle Access Road March 2005 BE:\'d?E Fl2B 1 __iiiiiiiiiiiiiii I 
ROADWAY QUANTITIES Airport Vehicle Access Road Addison Airport ICOmplle!eln Place, for the Sum of 1__________________________􀁙􀁶􀀢􀁾􀀮􀀧􀀮􀁮􀁤􀀠 1_______________________ Cents per 􀁵􀁮􀁾􀀠
COlnnlete In Place, for the Sum of I_________________________􀁵􀀧􀀧􀀧􀀧􀁡􀁾􀁡􀁮􀁤􀀠 1_______________________ Cents per unil Complete In Place, for the Sum of 1____________________ Cents
per unit ICc,mp,leteln Place, for the Sum 01 1_________________________􀁵􀀧􀀩􀁬􀁉􀁡􀁾􀀮􀁮􀁤􀀠 1_____________Cents per unit Complete in Place. for the Sum of ________________________u''''•••
and _____________ Cents per unit ICompl!eteln Place. for the Sum of 1______________Yv"••• and 1____________________ Cents per 􀁵􀁮􀁾􀀠 PF·5 of 2· Roadway 
ROADWAY QUANTITIES Airport Vehicle Access Road Addison Airport Complete in Place, for the Sum of _________________-"",.,.and ____________________ Cents per unit IComplletein Place, for
the Sum of I______________________uv"... aoo 1_____________________ Cents per unit 􀁔􀁏􀁔􀁁􀁌􀁁􀁉􀀧􀀯􀁉􀀧􀁊􀁬􀁜􀁾􀁮􀀠BID FOR MATERIALS AND SERVICES, SCHEDULE I,ITEMS 101 THROUGH 110,
INCLUSIVE $ 0.00 PF-6 of 2 -Roadway 
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􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀂮􀀠 FJNANQE DEPABTMENTIP!!RCHASJNG mil Belt !.jne Rood 19721450-1019 E-mail ssims@ci 'ddison", '" FIIX (972) 450·7096 P.O. Box 9010 Addison, Texas 75001 April 13, 2005
Mr. Steve Jeske Jeske Construction Company . P.O. Box 59029 Dallas, TX 75229 NOTICE OF AWARD: Bid 05-13 Airport Vehicle Access Road Dear Mr. Jeske: Receipt of this document 􀁡􀁵􀁴􀁨􀁯􀁲􀁩􀁺􀁥􀁾􀀠your
company to provide all labor and materials as outlined in the specifications, and under the terms and conditions of the contract documents for Bid No: 05-13 Airport Vehicle Access Road.
. Enclosed please find four completed copies of the contract, performance bond, maintenance bond and payment bond to be signed by an authorized officer or principal ofyour firm. Please
send the signed contracts along with the necessary insurance certificates aild bonds as soon as 􀁰􀁯􀁾􀁳􀁩􀁢􀁬􀁥􀀬􀀠but no later than April 23, 2005. Once we receive these items a Notice
to Proceed will be issued. Ifyou have any questions or ifI can be ofassistance to you, please contact!Ile at 􀀹􀀷􀀲􀀴􀀵􀀰􀁾􀀷􀀰􀀸􀀹􀀮􀀠 Budget and Procurement Manager Enclosures Copy:
JennyNicewander /Sincerely, . jJl.J.IV>'-fI...... Sharma N. Sims 
'r-20-05 01:58P Jeske Construction Co. 214 620-9852 P.Ol deskeConstruction Co. P.O. Sox 59025, Dallas, TX 15229 (972}620-2248 FAX (972}620-9852 TO: 􀁃􀁦􀁍􀁾􀀱􀀱􀁴􀁤􀀮􀁗􀀩􀀨􀁍􀀨􀀬􀁤􀁵􀀠
FAX #: (jJ2.")45D -2.23 􀁾 ] COMPANY; ___________________ " RE:________􀀬􀁾____________ FROM: :SiLl Q TOTAL PAGES INCLUDING COVER SHEET: ___􀁾􀀽􀁟_____ '7iu4 :s eLck.h 􀁾􀀬􀀠tFmtwf",,A
&n th !eailP 4.& 􀁱􀁾􀀽􀀥􀀺􀀻􀁴􀁾 !U¥t!:t:jJ4 , ' . ,• ,", ' P.O. Box 59025. DaUas, TelCa5 75229. 2141620·2248. Fax 214/620-9852 
SECTIONPF PROPOSAL FORM ____--', 20_ TO: The Honorable Mayor and Town Council Town ofAddison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications and contract
documents, and the location of the proposed work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment and to perfonn labor and work
necessary for completion of the work described by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: Signed By: ______________ ACKNOWLEDGEMENT
OF ADDENDA: The Bidder acknowledges receipt ofthe following addenda: Addendum No. I Dated: __________________ Addendum No.2 Dated: _________________ Addendum No.3 Dated: _________________
Addendum No.4 Dated: __________________ Addendum No.5 Dated: __________________ Addendum No.6 Dated: __________________ PF-2of7 
PROPOSAL FORM Place ______________ Date ______________ Proposalof______________ a Corporation organized and existing under the laws ofthe State of_______________ OR Proposalof____________
a partnership consisting of_________________________ and ___________________ OR Proposalof ________ an individual trading as ___ OR Proposalof__________ a Joint Venture consisting of_________________
_______ and ____________ TO: Town ofAddison, Texas Sealed bids addressed to the Town of Addison, Texas, for the Construction of Paving, Storm Sewer, Water, Sanitary Sewer, Signalization
and Streetscape Improvements for AIRPORT VEHICLE ACCESS ROAD for the Town of Addison, Texas, hereinafter called "Town", in accordance with the plans, specifications and contract documents
prepared by the Town ofAddison, will be received at the office ofMs. Shanna Sims, Purchasing Coordinator, Finance Building, 5350 Belt Line Road, Addison, Texas until 2:00 P.M. on Tuesday,
the 22nd day of March, 2005. Bids received by the appointed time will be opened and read aloud. Any bids received after stated time will be returned unopened. The undersigned Bidder,
having visited the site of the work, having examined the Plans, Specifieations, and other Contract Documents, including all Addenda, and being familiar with all of the conditions relating
to the proposed project, hereby proposes to furnish all material, supplies, equipment, and appliances specified for the project and to furnish all labor, tools, equipment and incidentals
to complete the work in accordance with the Specifications, and other Contract Documents at and for the unit prices proposed herein: PF·30f7 
The undersigned Bidder agrees that this bid may not be withdrawn for a period of sixty (60) days after the opening of the bids. In submitting this bid, it is understood by the undersigned
Bidder that the right is reserved by the Town of Addison to reject any and all bids. Name of Bidder By: ________________________________________________________ (S ignature) (Print Name
and Title) Witness: _______________________________ (Signature) (Office Address of Bidder) Bidder's Tax 1.0. No. or Employer No. SEAL (If Bidder is a Corporation) NOTES: Sign in ink.
Do not detach. PF-4 of7 
ROADWAY QUANTITIES Airport Vehicle Access Road Addison Airport ICe.mptel. in Place, for the Sum of and 1------------Cents per unit ICe.mplete in Place, for the Sum of i____________Cents
perunil 􀀱􀁃􀀼􀀮􀁭􀁾􀀮􀁬􀁥􀁴􀀢􀀠 in Place, for the Sum of and 1____________ Cents per unit Complete in Pface. for the Sum of I_____________􀁾􀁭􀀮􀀬􀀮􀁡􀁮􀁤􀀠 1____________ Cenls per
unit I Complle!e in Place, for the Sum of I____________􀁾__",,","and 1____________Cents per unit IComplletein Place, for the Sum of I___________________􀁾􀀬􀁾􀁵􀀢􀀧􀀧􀀧􀀮􀁡􀁮􀁤􀀠 1____________
Cents per unit PF-'5 of 7 -Roadway 
ROADWAY QUANTITIES Airport Vehicle Access Road Addison Airport ICCimpletein Place. forlhe Sum of and 1------------Cents per unit ICc,mp,let" in Place. for the Sum of 1______________U''''"'.and
1____________ Cents per unit ICompllete in Place, for !he Sum of I______________u''''••• and 1____________ Cents pe:runit ICompliete in Place, for the Sum of I______________􀂷􀁾..···and
1_____________ Cents per unit TOTAL AMOUNT BID FOR MATERIALS AND SERVICES, SCHEDULE I, ITEMS 101 THROUGH 110, INCLUSIVIE $ --"-------PF-6 of 7 -Roadway 
PAVING REPAIR FOR THE FUEL TRUCK ROADWAY BID SCHEDULE SUMMARY Base Bid Bid Schedule & Description Total Amount Materials & Services I. Fuel Truck Roadway Improvements $ __________________________
TOTAL BID FOR SCHEDULES I =TOTAL OF STANDARD BID (A): $ ____________ WRITTEN IN WOROS' ________________________________________ TOTAL OF TIME BID: TOTAL OF CALENDAR DAYS x $500 (B):
BASIS FOR COMPARISON OF BIDS: (A) + (B) =TOTAL BID: WRITTEN IN WORDS: NOTES: 1. All Items, labor, materials, equipment, facilities, incidentals, and wor!< reqUired for construction of
the project are to be provided and installed by the Contractor as part of the project and payment for the cost of such shall be included in the price bi 2. Prices must be shown in words
and figures for each item listed in this proposal. In the event of discrepancy, the words shall control. 3. II is understood the the Bid Security shall be collected and retained by the
OWner as liquidated damages in the event a contract is made by the Owner based on this proposal within ninety (90) calendar days after receiving bids and the undersigned fails to 4.
One contract will be awarded based on the total value of items I through VII, (A) plus (B). Bidders Tax 1.0. No. or Employer No. 7 of 7 -Summary 
SECTIONCA CONTRACT AGREEMENT STATE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this __ day of _---:-::--_=_-' 20-, by and between the Town of Addison, of the County
of Dallas and State of Texas, acting through its Mayor or City Manager, thereunto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and , of 􀁾􀁾􀁾􀀠 􀀬􀁾􀁾􀁾􀀠
, State of , Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSETH: That for and in consideration of the payment and agreement hereinafter mentioned, to be made and performed
by the OWNER, the said CONTRACTOR hereby agrees with the said OWNER to commence and complete construction of certain improvements as follows: Pavement Improvements for AIRPORT VEHICLE
ACCESS ROAD and all extra work in connection therewith, under the terms as stated in the General and Specific Provisions of the AGREEMENT; and at his own proper cost and expense to furnish
all the materials, supplies, machinery, equipment, tools, superintendence, labor, labor, insurance and other accessories and services necessary to complete the said construction, in
accordance with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement for Bids. Instructions to Bidders, General Provisions. Special
Provisions. Plans, and other drawings and printed or written explanatory matter thereof, and the Technical Specifications and Addenda thereto, as prepared by the OWNER, each of which
has been identified by the endorsement of the CONTRACTOR and the OWNER thereon, together with the CONTRACTOR's written Proposal and the General Provisions, all of which are made a part
hereof and collectively evidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work within ten (10) calendar days after the date of written notice to
do so has been given to him, and to completeall work within the number of days he bid (Calendar Days "B") in the proposal after he commences work, subject to such extensions or reductions of time as are provided by these Contract
Documents. The OWNER agrees to pay the CONTRACTOR in current funds for the performance of the Contract in accordance with the Proposal submitted thereof, CA-2 
subject to additions and deductions, as provided in the General Provisions, and to make payments ofaccount thereof as provided therein. IN WITNESS THEREOF, the parties of these presents
have executed this AGREEMENT in the year and day first above written. TOWN OF ADDISON ATTEST: (OWNER) By:________________ City Secretary Party ofthe Second Part (CONTRACTOR) ATTEST:
The following to be executed iftbe CONTRACTOR is a corporation: I, , certifY that I am the secretary ofthe corporation named as CONTRACTOR herein; that , who signed this Contract on
behalf of the CONTRACTOR is tbe of said corporation; that said AIRPORT VEHICLE ACCESS ROAD Contract was duly signed for and in behalf of said corporation by authority of its governing
body, and is within the scope ofits corporate powers. Corporate Seal CA·3 
SECTIONPrB PERFORMANCE BOND STATE OF TEXAS COUNTY OF DALLAS Date Bond Executed:, ________ PRINCIPAL:,_____________________________________ SURETY:.________ PENAL SUM OF BOND (express
in words and figures):. _______________ DATEOFCONTRACT: _________________________________ KNOW ALL MEN BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are held firmly
bound unto The Town of Addison, Texas, hereinafter called the OWNER, in the penal sum of the amount stated above, for the payment ofwhich sum and truly to be made, we bind ourselves,
our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas the PRINCIPAL entered into
a certain Contract with the OWNER, numbered and dated as shown above and atrached hereto; NOW THEREFORE, if the PRINCIPAL shall well and truly perform and fulfill all the undertakings,
covenants, terms, conditions and agreements of said Contract during the original term of said Contract and any extension thereof that may be granted by the OWNER, with or without notice
to the SURETY, and during the life of any guaranty required under the Contract, and shall also well and truly perform and fulfill all the undertakings, covenants, terms, conditions and
agreements of any and all duly authorized modifications of said Contract that may hereafter be made, notice of which modifications of said SURETY being hereby waived, then this obligation
to be void, otherwise in full force and effect. PrB-2 
IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate party
being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. SEAL CONTRACTOR By: ____________________ Address:
__________ WITNESS ____ SEAL ATTEST: .. SURETY By: ___________ Address: Title: __________ (Surety to Attach Power ofAttorney) CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certifY that
I am the secretary of the corporation named as PRINCIPAL in the within bond that , who signed the said bond on behalf ofthe PRINCIPAL, is the said corporation; that I know his signature,
and his signature thereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing body. (Corporate Seal)
PrB-3 
SECTIONPyB PAYMENT BOND STATE OF TEXAS COUNTY OF DALLAS Date Bond Executed: __________ PRINCIPAL:_________________________ SURETY:_________________________________________________ PENAL
SUM OF BOND (express in words and figures): _____________ DATE OF CONTRACT: ______________________ KNOW ALL MEN BY THESE PRESENTS, that we, the PRINCIPAL and SURETY above named, are
held firmly bound unto The Town of Addison, Texas, hereinafter called the OWNER, in the penal sum ofthe amount stated above, for the payment of which sum and truly to be made, we bind
ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas the PRINCIPAL
entered into a certain Contract with the OWNER, numbered and dated as shown above and attached hereto; NOW THEREFORE, if the PRINCIPAL shall promptly make payment to all persons supplying
labor and materials in the prosecution of the work provided for in said Contract, and any and all duly authorized modifications of said Contract that may hereafter be made, notice of
which modifications to the SURETY being hereby waived, then this obligation to be void, otherwise to remain in full force and effect. PyB-2 
IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals on the date indicated above, the name and corporate seal of each corporate party
being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. SEAL CONTRACTOR By: ____________________ Address:
WITNESS ____ SEAL ATTEST: ______________ SURETY By: ____________ Address: Title: __________________ (Surety to Attach Power of Attorney) CERTIFICATE AS TO CORPORATE PRINCIPAL J, , certify
that I am the secretary of the corporation named as PRINCIPAL in the within bond that , who signed the said bond on behalf ofthe PRINCIPAL, is the said corporation; that I know his signature,
and his signature thereto is genuine; and that said bond was duly signed, sealed and attested for and in behalf of said corporation by authority of its governing body. (Corporate Seal)
PyB-3 
SECTIONMB MAINTENANCE BOND STATE OF TEXAS COUNTY OF DALLAS That _______________ as principal and _____________ _______, a corporation organized under the laws of _____ and _______ _____________
as sureties, said sureties being authorized to do business in the State of Texas, do hereby expressly acknowledge themselves to be held and bound to pay unto the Town of Addison, Texas,
a duly incorporated home rule municipal corporation under the laws of the State of Texas, the sum of ($,______--1) for the payment of which sum will and truly to be made unto said Town
of Addison and its successors, said principal and sureties do hereby bind themselves, their assigns and successors, jointly and severally. This obligation is conditioned, however, that
whereas said: has this day entered into a written contract with the said Town of Addison to build and construct the MB-2 
which contract and the Plans and Specifications therein mentioned adopted by the Town of Addison, are hereby expressly made a part hereof as though the same were written and embodied
herein. WHEREAS, under the Plans, Specifications and Contract it is provided that the Contractor will maintain and keep in good repair the work herein contracted to be done and performed
for a period of two (2) years from the date of acceptance, and to do all necessary backfilling that may arise on account of sunken conditions in ditches, or otherwise, and to do and
perform all necessary work and repair any defective condition growing out of or arising from the improper joining of the same, or on account of any breaking of the same caused by the
said Contractor in laying or building the same, or on account of any defect arising in any of said part of said work laid or constructed by the said Contractor, or on account of improper
excavation or backfilling; it being understood that the purpose of this section is to cover all defective conditions arising by reason of defective materials, work or labor performed
by the said Contractor; and in case the said Contractor shall fail to do, it is agreed that the City may do said work and supply such materials, and charge the same against the said
Contractor and sureties on this obligation. and the said Contractor and sureties hereon shall be subject to the liquidated damages mentioned in said contract for each day's failure on
its part to comply with the tenos of the said provisions of said contract; planting materials (trees, shrubs, ground cover, grasses and perennials) and the completed irrigation system
will be warranted for one (1) year from the time of final completion and acceptance by the Town ofAddison. NOW THEREFORE, if the said Contractor shall keep and perform its said agreement
to maintain said work and keep the same in repair for the said maintenance period of two (2) years, as provided, then these presents shall be null and void and have no further effect;
but if default shall be made by the said Contractor in the performance of its contract to so maintain and repair said work, then these presents shall have full force and effect, and
said Town of Addison shall have and recover from the Contractor and its sureties damages in the premises, as provided, and it is further understood and agreed that this obligation shall
be a continuing onc against the principal and sureties hereon and that successive recoveries may be had hereon for successive breaches until the full amount shall have been exhausted;
and it is further understood that the obligation herein to maintain said work shall continue throughout said maintenance period, and the same shall not be changed, diminished, or in
any manner affected from any cause during said time. MB-3 
IN WITNESS WHEREOF, the said ___________ has caused these presents to be executed by ________and the said _________---'has hereunto set his hand this the __ day ____, 20_. SURETY PRINCIPAL
By: ____________ By: -,--_---:--:::-_____ Attorney in Fact ATTEST By: ----.,-;;;;;:;;.,-______ Surety Secretary Agency and Address NOTE: Date ofMaintenance Bond must not be prior to
date ofContract. MB·4 
f#iJ(fl'f!' Pre-Bid Meeting Airport Vehicle Access Road March 15, 2005 2:00 PM Introductions Project Overview A+B Bidding -Incentive/disincentive $500 dollars per day, Max Incentive
$5000.00 • A Part -Bid tab items • B Part -Number of days bid to complete project @$500/day • Bid Award based on "AU + "BU amount • Contract is based on "Au portion Airport Safety Requirements
of Contractor 1. Work adjacent to non-movement area 2. Driving school 􀁾􀀮􀁾􀁾􀀠 3. Radio's required'-iNb,,· " 􀀾􀀽􀀮􀀬􀀻􀁾􀀬􀀻􀁾􀁾􀁾 4. Staging area and site access Construction Schedule
-Town of Addison"Events .... ' 􀁴􀀢􀁜􀁾􀀠􀁾􀁴􀁩􀁜􀀮􀁾􀀧􀁓􀁊􀁊􀁊􀁾􀀠 1. Kaboom Town -safety barriers around haul road 2. A+B bidding -􀁩􀁮􀁤􀁵􀁤􀁥􀁾􀀠􀁨􀁯􀀡􀁩􀀼􀁬􀀬􀁾􀁹􀁾􀀠 " .. ' ,,'
-, 􀀢􀁓􀁐􀁾􀁜􀁾􀀠 Expectations of Contractor for Pre-Construction meeting , 􀁾􀀠 1. Schedule -􀁾 􀁾􀁃􀁉􀁜􀀬􀀮􀀮􀁤􀁩􀀮􀁾􀀠 2. Traffic Control Plan will be required 5-days prior to 􀁣􀀹􀁊􀁯􀁾􀀺􀁵􀀮􀁣􀁊
􀁾􀁩􀁯􀁾􀁮􀀭􀀮􀀮􀀯􀀠 ' Handouts 1. Soils Report 2. FAA Spec -AC 150/5370-2E Operational Safety on Airports durin Construction 3. Sign in Sheet Miscellaneous 1. Read General Notes in
specs on page 􀁓􀁐􀀭􀀱􀀱􀀮􀁧􀁥􀁌􀁟􀀧􀀭􀀭􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀀭􀀭􀀭􀀭􀀭􀀭 \)1: 􀁾􀀮􀀮􀀮􀀺􀀮􀁐􀀠􀀭􀁾􀁾􀀠 Field Trip 
'. f . •', 􀀮􀁾􀀺􀀮􀀭􀀬􀀠 􀁾􀀠 .". ; ;" ..". c· . "-.. ". • I ,:' 􀁾􀀮􀀠'4', . 􀁾􀀠 . , , •, '. ,.. . , , .j 
$$$$$$$YT[ME$$$$$ $$$$$$$$$$$$OGNSPEC$$$$$$$$$$$$$$$ NOT TO SCALE II..' BEVELED EDGES, 􀁾􀁬􀀢􀂱􀁬􀁉􀁡􀀢􀀠 'k' MAX. BELOW , 4 4 TYP PVMT. 112" til." PVMT. 􀁾􀁉􀀠 l _ ". 􀀴􀁾􀀱􀀬􀀱􀀱􀀺􀀢􀂱􀀶􀁴􀁃􀁋􀁅􀁒�
�􀁏􀁏 >d 3:' d 􀀮􀁾􀀮􀀠,< d d II." BEVELED EDGES. TYP rSl. .... + Yu;/' '.4 tJl'" .' .........􀁾􀀠 " d Ni,t$ACKEF . ROD OVERSIZED BACKER ROD OR ROPE RESILIENT FIBERBOARD PLACED IMMEDJATEL
Y Al'TER INITIAL FILLER, ONE PIECE, FULL SAWCUT (IF REQUIRED I TO PREVENT DET AIL 1 DEPTH FULL WIDTH, CAST MATERIAL FROM ENTERING EXPANSION JOINT IN PLACE (TOP PORTION CONTRACTION JOINT
NOT TO SCALE CUT OUT FOR JOINT DETAIL 2 SEALER & BACKER ROD ...............􀁾􀀧􀀧􀁜􀀮􀀬 DUMMY JOINT '􀂣y􀀻􀀮'􀁾 􀀬􀀮􀀮􀀪􀀮􀀹􀀻.􀂷...􀁾􀀨􀁊􀀧􀀱 NOT TO SCALE 􀀬􀁾􀁜􀁾􀁾􀁉􀁴􀁾 ,:... ....._
......__..:!:/. SAVCUT 􀁾􀀺􀀺􀁡􀂷􀁾􀁪 511..lCo...cc LINE "'J'!ol",.. 􀁾􀀬􀀺􀁾􀁗 3/8" JOIN')' VI sg! POI!I;'EO 􀁴􀁩􀀢􀀢􀀧􀁽􀀻􀁭􀀡􀁾􀁬􀀡􀁖 􀀢􀀧􀁦􀁜􀁾􀁾􀀬...", RJ leAfs IOJNT VA' IIfj COHPOUNO
tlVP) DR1LL AND EPOXY BARS THE SEAL ON nus OOCUMENT _EO .... • -.10" WAS AUTl10RIZEO BY . 􀀮􀁾􀀠 !. .oj. 􀁾􀀠 􀁊􀀯􀀺􀀮􀁔􀁾􀁁􀁖􀀯􀀯􀁎􀁪􀀯􀀻􀁙􀀯􀀠 SEE NOT TO SCALE PAVEMENT CONCRETE J.
S. NrcEWANOER 10' PCAOVNECHIlEENTET " .". . " , •.. 􀁾---...SECTION A' 􀁐􀀮􀁥􀀺􀀮􀁾􀀠 67643 ON SEE SECTION A'A \-I.i ;',. , '"'. '/' 􀁾􀀫􀀧􀀢 --t-MOr'ch 4.1005 EXISTINO 􀁾􀀠 6" CONCRETE
OT-2 -/ooWELEO BAAS zg" LONQ •<S\A.(\ -I ., SECTION B ADDISON AIRPORT ON F 􀁃􀁅􀁾􀁔􀁅􀁒􀁓 't 􀁬􀀬􀁾􀁾 NOT TO SCALE 12.. AIRPORT VEHICLE ACCSS ROAD e" PAVING JOINT DETAILS COtJC ..,\TECHPRODlSheetslft
dt03,dgn 031011200503:41;05 PM 
$$$$$$SYTIME$$$$$ $$$$$$$$$$$$OGNSPEC$$$$$$$$$$$$$$$ NOT TO SCALE S \L I C,.0I\L6 WI HOT POURED DUMMY JOINT AT 15' 􀁴􀀱􀁾􀀠 CQt1POIINQ (TYPI MAX SPACING I _ '5rfY. 􀁊􀀩􀁾 '\q;Q JOINT
􀁾 \fJ\j 1 t9l'(\ '!Me PROPOSED 10' THICK, 4efJ0"'"ps I ::;;> 􀁾􀁖􀂷􀀠 l Pot) CLASS P2. REINF CONCRET ERD DEPAIR. ?p?J " ,(/N.>')' .. d d .d .. d ". <I 􀁾􀀼􀁉 􀀢􀁾􀀢􀁖􀀬􀂫􀀠 CENTERED
IN SLAB oS DDWELED BARS 20' LONG ON 15' CENTERS 12' SCARIFY S' DEPTH AND RECDMPACT CONCRETE PAVEMENT TO 95% STANDARD PROCTOR DENSITY, SUBSIDIARY TO 10' REINFORCED CONCRETE PAY ITEM,
SECTIONA·A REPAIR AREAS SHALL BE LEVELED TO MATCH EXISTING GRADE OF ADJACENT CONCRETE OR ASPHALT _--...􀀧􀁏􀀧􀁾􀀬􀀬􀁜􀁜 PAVEMENT. -􀀧􀁜􀁾......... rf." .:....􀁾. 􀂷􀂷􀁾.. 􀁻􀁾􀁉􀀠 THE
SEAL ON THIS 􀁾.., l!'r 'V"l DOCUMENT : ..:.:••• M ...M.M••••••••••••􀀺􀀮􀁾• ., IF ADDITIONAL FILL MATERIAL IS NEEDED. FLEXIBLE BASE WAS AUTHORIZED BY '-J. S. NICEIIIUII 􀁾􀀠 􀁾 ..,...-...-..........
.....,..'" J. S. NICEWANOER MEETING THE REOUIREMENTS OF NCTCOG STANDARD 􀀬􀀬􀀮􀀱􀁩􀁾􀁟􀀠 87843 l:: 􀁴􀁬􀀧􀀢􀁾􀁾􀁰􀀬􀀠 􀀱􀁃􀁾􀀭􀀺􀁲􀀻􀀢 P.E.-67643 ON SPECIFICATIONS .301.5 SHALL BE USED.
ADDITIONAL FILL 􀀱􀀬􀀸􀁂􀀬􀀮􀀮􀂷􀂷􀀡􀁉􀂷􀂷􀂷􀀢􀁉􀁾􀀮􀀮􀀬􀁾􀀠 Morch 4.2005 􀁜􀁜􀁜􀁾􀀮􀁴.....--MATERIAL SHALL BE SUBSIDIARY TO BID ITEMS. CONTRACTOR WILL SOD DISTURBED AREA. TW. WD DT-1
WJll BE 9l:1831SI:AtRY TO OTHER BID ITEMS. ADDISON AIRPORT REMOVED PAVEMENT SHALL BE DISPOSED OF BY CONTRACTOR AIRPORT VEHICLE ACCESS ROAD AND CONSIDERED SUBSIDIARY TO OTHER BID ITEMS.
TYPICAL SECTION CONCRETE PAVEMENT REPLACEMENT ADJACENT TO CONCRETE ...ITECHPRODlSheetslftdto1.dgn 03/01/200503:40:HPM 
FINANCEDEPABTMENTlpIfRCHASING DMSIQN 5350B,!,l jneDond (972)450-7Q82 􀁅􀁾􀁭􀁡􀁊􀁉􀀵􀁳􀁩􀁭􀁳􀁀􀁣􀁩􀀠addison tx liS Facsimi!e (912) 450-7096 p.o. Box 9010 Addison, Texas 15001 May 2,2005
Mr. Steve Jeske Jeske Construction Co. 2546 Merrell Rd #106 Dallas, TX 75229 NOTICE TO PROCEED: Bid 05-13 Airport Vehicle Access Road Dear Mr. Jeske: Receipt of this document authorizes
your company to provide all labor and materials beginning on May 3, 2005 as outlined in the specifications and under the terms and conditions of the contract documents for Bid 05-13
Airport Vehicle Access Road. Please contact Project Manager Jenny Nicewander to discuss the details regarding this bid at 972-450-2860. Enclosed is your copy of the signed contract and
bid bone!. The proposed improvements and work shall be completed with the original contract price of$1 03,562.00 as stated in the contract. Please include Bid No. and Name: 05-13 Airport
Vehicle Access Road, on all monthly invoices or other correspondence to the Town ofAddison. Ifyou Ifyou have any questions or ifI can be of assistance to you, please contact me at 972-450-7089.
Sincerely, Shanna N. Sims Budget and Procurement Manager EncJosurcs Copy: Jenny Nicewander /