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Home My WebLink AboutZ-6088 Map 4MOUNTING RING DETAIL N T.S. BOLT MOUNTING RING MOUNTING ARMS TYPICAL RING MOUNTING DETAIL NTS WVT OBSTRUCTION LIGHT sn (W REAUIREP) N T. S. DETAIL 'A' DETAIL N.T.S. 1/2" - 20 UNC SET SCREW 12 REO'D) I/4" - 20 UNC SET SCREW (2 REa'O, 180° APART) 1/4" x 21/2" LONG BOLT W — 4C CABLE To WMD VECTOR TRANSMITTER A RG- BLL CABLE TO A14TENNA ® 0 3C CABLE TO 083TRUcrION LIGHT NOTE: ATTACH CABLES TO PIPE EVERY 12' WITH BURNDY OR EOUAL TY -RAPS - OBSTRUCTION LIGHT IF REOUARED :2 .. ^-,—COUNTERWEIGNTS (12 REI AHEMOMETER/ ANTENNA BRA( MALLEABLE IRON CLAMPS l2 REObI (2 PER ARM) ANEW VNA COUNTERWEIGHT MOUNTING ARM + /,—(4 REO'D) �� II 12 / JUNCTION BOBOXW/COMPO$TT Y,e CORD PLAN VIEW MOUNTING RING N.T.S. STAINLESS STEE CLAMPS (2 REQ' DETAIL '8' NTS. P•TE OL SCRs/T1671 µrsaau V+x � ;'tib 3173syv�C 9+�riRo f.rti �tt .3 IN UN 41.r--. FREW! c am na DEOARTMEN7 FEDERAL AV wEST REGIQM Levu LIEVEL N ,�$�j//// EOUIPME r.Cr/ "v '4'A'41 IISnq OF SECTION, A rT AlAtilx' (SEE DRAWING LIT-LLWAS-C11) ACCESS ROAD REINFORCING 20' i 2 1/2 EOUIPMENT•STAND (SEE DRAWING LIT-LLWAS-C10) EX SITE N0.1 FOR COMMUNICATION CABLE 5' MAST IN GEOMETRIC + (SEE DRAWING LIT-LLWAS-C10) EXPANSION CENTER OF SITE EXPANSION JOINT EXPANSION LEXP&N5QN I TJOINT y If AIRPORT FENCE NU FENCE INSIDE AIRPORT CULVERT J PROPERTY LINE. THERE EQUIPMENT STAND WILL BE A 4' CATE THROUGH CONTRACTION _ THE AIRPORT BOUNDRY FENCE. SIDE CROWN 5 $, CONTRACTION REINFORCING WIRE EXPANSION CUSHION SAND 3500 PSI PC 25' 6" COMPACTED 6"X6"XW2.9XW2.9 REINFORCING WIRE MESH EXPANSION MESH 6"X6"XW2.9XW2.9 JOINT EXPANSION JOINT `LIT-LLWAS-C1 Of 1/2" = 1'-0" 0 SIDE CROWN JOINTS L0 5x AS SHOWN ON PLANS CONTRACTION JOINT q EXPANSION JOINT AIRPORT PROPERTY 6"X6"XW2.0XW2.0 REINFORCING WIRE MESH SAND AS NEEDED TO MATCH SITE PAVEMENT EXISTING GRADE FLINE 1/2" = V-0' FENCE EXPANSION JOINT VARIE5 REINFORCING 2 ./2 WIRE MESH I VARIES iv CONTRACTION r FENCE POST CONTRACTION JOINT 4" 6" EXISTING o a a o '- SERVICE POLE JOINTS 1E (SEE DRAWING LIT-LLWAS-C11) PAVE M= L REINFORCING 20' i 2 1/2 EOUIPMENT•STAND (SEE DRAWING LIT-LLWAS-C10) 1/2' WIRE MESH 6"X6"XW2.OXW2.0 �`^ 1" SCH 40 PVC CONDUIT r FOR COMMUNICATION CABLE SERVICE POLE MAST IN GEOMETRIC + (SEE DRAWING LIT-LLWAS-C10) EXPANSION CENTER OF SITE EXPANSION JOINT JOINT NOTE: 20 CONTRACTION JOINT y If AIRPORT FENCE NU FENCE INSIDE AIRPORT j ! PROPERTY LINE. THERE EQUIPMENT STAND WILL BE A 4' CATE THROUGH CONTRACTION _ THE AIRPORT BOUNDRY FENCE. SIDE CROWN JOINTS l I L r CONTRACTION 4" COMPACTEDI 12 CUSHION SAND 3500 PSI PC 25' 6" COMPACTED 6"X6"XW2.9XW2.9 REINFORCING WIRE MESH EXPANSION SUBGRADE JOINT ROAD PAVEMENT `LIT-LLWAS-C1 Of 1/2" = 1'-0" CONTRACTION SIDE CROWN JOINTS L0 5x AS SHOWN ON PLANS q EXPANSION JOINT 3000 PSI PCAPPLY SOIL STERILENT 6"X6"XW2.0XW2.0 REINFORCING WIRE MESH SAND AS NEEDED TO MATCH SITE PAVEMENT EXISTING GRADE CENTER OF SITE 1/2" = V-0' EXPANSION JOINT FENCE POST--� VARIE5 REINFORCING WIRE MESH I VARIES iv 6"X6"XW2.OXW2.0 �a �DR CONTRACTION JOINT 4" 6" EXISTING o a a o APPLY SOIL STERILENT DRIVEWAY SECTIONS SCALE: 1/2" = 1'-0" PROVIDE MAX. 31 SLOPE ON ALL SIDES PC CONCRETE GROUN�XONTIEACH \ CULVERT DETAIL - ACCESS ROAD SIDE AND PROVIDE NEW SITE N0.2 POSITIVE DRAINAGE SCALE: 1/4" = V-0" Li 0 rn I I r�r- 0 Ln ACCESS ROAD SITE N0.2 )ANSION JOINT { ;m r`�� 5' 10 ! �!"PRO PMly LINE 10' 10' 10' REINFORCING WIRE --� MESH 6"X6"XW2.9XW2.9 10' (TYP.) 10' 10' 10' 10 !moi 'I ACCESS ROAD SITE NO -3 ACCESS ROAD NOTES: SITE NO- - POWER PO7j, EXCE PAN N INT 1. MAYDRrBEY GRADE NOT CE TAINMAY BE REQUIRED AT CERTAIN5' OR PROPERTYr { PROPER GRADES. RELATION BETWEEN D LINE 5' S' —"— 2. DRIVEWAYS WILL BE CONSTRUC EXPANSION 3 DRIVEWAY TURN -OUT SHALL B! JOINT 12' MONOLITHICALLY. 1/8" TO 1/4 PAVE M= L z 1/2' INSTALL CLEAN r BACKFILL MATERIAL SERVICE POLE �. 2 1/2' COMPACT EACH LIFT r (5EE DRAWING TO 95% OF MAXIMUM y If 5 LiT-LLWAS-C11) j ! EQUIPMENT STAND LIT-LLWAS-C11) ISEE DRAWING LIT-LLWAS-C1 CONTRACTION 2 1/2' 12 EXPANSION JOINT 25' MAST IN GEOMETRIC FENCE -23' X 23' CENTER OF SITE w 0 (SEE DRAWING `LIT-LLWAS-C1 Of jL IT-LLWAS-CO 1/8" TO 1/4 INSTALL 24" DIA. x 28' CMP MATCH EXISTING GROUND ON EACH SIDE AND PROVIDE POSITIVE DRAINAGE 1" + 1/8•, SURF EXPANSION JOINTS NOT TO SCALE CONTRACTION 12' JOINTS w 0 Ln y 12' EXPANSION PAVE M= L WIRE MESH JOINT INSTALL CLEAN r BACKFILL MATERIAL IN 8" LIFTS AND 2 1/2' COMPACT EACH LIFT r Z TO 95% OF MAXIMUM y If DENSITY Wi n. j ! rr- I INSTALL 24" DIA. x 28' CMP MATCH EXISTING GROUND ON EACH SIDE AND PROVIDE POSITIVE DRAINAGE 1" + 1/8•, SURF EXPANSION JOINTS NOT TO SCALE CONTRACTION 12' JOINTS w 0 Ln y 12' EXPANSION x I WIRE MESH JOINT 6"X6"XW2.OXW2.0 r 1/2' 12' 2 1/2' r --------SERVICE POLE z 0 ISEE DRAWING LIT-LLWAS-C11) 1 U CONTRACTION 12 JOINTS 20 rSEE DRAWING \ w 0 `LIT-LLWAS-C1 Of to 112' EXPANSION I JOINT 12 CONTRACTION JOINTS ---� EXPANSION JOINT--------, I FENCE POST1 REINFORCING 20' WIRE MESH 6"X6"XW2.OXW2.0 -� MAST IN GEOMETRIC 20 CENTER OF SITE FENCE -18' X 18' EDGE OF EXISTING AGGREGATE DRIVE NOTE: j TIE TO EXISTING AGGREGATED DRIVEWAY �/ X REINFORCING x I WIRE MESH 6"X6"XW2.OXW2.0 1/2' 2 1/2' r --------SERVICE POLE Ir ISEE DRAWING LIT-LLWAS-C11) 1 5, 1 EQUIPMENT STAND 20 rSEE DRAWING \ `LIT-LLWAS-C1 Of 2 1/2' EXPANSION JOINT MAST IN GEOMETRIC 20 CENTER OF SITE FENCE -18' X 1S' SERVICE POL E (SEE DRAWING 5 LIT-LLWAS-C11 EQUIPMENT STAND /SEE DRAWING \ `LIT-LLWAS-C1 2 1/2' EXPANSION JOINT JOINT LAYOUT 1Z�2 PROFILES AND SECTIONS LT 1/2" MIN SEALANT 1/2" DEPTH 1" ± 1/8" 1/4" MAX. BELOW PAVEMENT DEPARTMENT OF 1 BOND BREAKER SAWED JOINT N$1AUM 1{IH /M " FEDERAL AVIATION MATERIAL /{ FACE j T4 TO T6 --/T 5/8" ROD BACK-UP LOW LEVEL WINDSHE �L MATERIAL _ L L W - SITE PAS CONTRACTION JOINT LITTLE ROCKADAMS FIELt NOT TO SCALE SUPE:t WR OF SECTKM, ASW- 454 F ISSUED BY R� AIRWAY FACILITIF o� on_ �insr aPnro Q. ' we ,s,.,m wic oca[o •w a . ..�s DIVISION acr n:ur GATE POST SEE SWING GATE POST DATA LATCH FORK 1 i PADLOCK KEEPER GUIDE 4 NO 4 -AN PLUG RIVETEC TO GATE BOTTOM HINGE O LOCK WIRE FOR BARB WIRE PLACED INSIDE ARMS 20' x 20' SITE 9'-0" q TO (Z - MAXIMUM 25' x 25' SITE 7'-8" rL TO q (THREE SECTIONS) PRESSED -STEEL TOP r LINE POST 22" STANDARD PIPE (MINIMUM) FORK CATCHER 0 u PLUNGE ROD CATCH '��T TO HOLD GATE IN OPEN POSITION GATE CATCH v PADLOCK KEEPER e TOP HINGE 1I" DIAMETER 4P RAIL CONTINUOUS (--BARBED TOP AND BOTTOM,r5ELVAGES 1 ! BRICK OR CONCRETE 1'" BLOCK FURNISHED 20' x 20' SITE -2` I 1BY SUBCONTRACTOR 9'-0" TO q—� MAXIMUM. 25' x 25' SITE END POST OST 7'-8" qTO q 4" STANDARD CORNER PPIPE (THREE SECTIONS) (MINIMUM) N0.9 TIE WIRE 12" INSIDE ELEVATION CLASS "F" CHAIN LINK FENCE AND GATE NOT TO SCALE 20' x 20' SITE - FENCE 18' x 18' 25' x 25' SITE - FENCE 23' x 23' STAIGHT CUPS BRACE RAIL TYPE VS CADWELD LINE POST OR APPROVED EQUAL 2 -WAY CONDITION GATE P057 --, r- GATE FRAME I. E NO 4/0 AWG BARE C1 STRANDED COPPER CONDUCTOR TO GROUND FABRIC HEIGHT 84" ROD. (TYP.) ---- BOTTOM CORNER GATE GROUNDING DETAIL AND HINGE DETAIL (SEE NOTE 9) O STRAIGHT CUP STRETCHER BAR TENSION ROD I0. 1 5/8" O.D. OFFSET 3/4"x1 4 MA BAND (2 AT BRACE RAIL CUPS / CORNER POST) BRACE OR BRACE IL BRACE BAND TOP RAIL END POST TOP RAIL TENS DIA. TENSION ROD i I I CONCRETE TENSION ROD TIGHTENER STRAIGHT STRETCHER i i FOOTING CUPS _- CORNER POST BAR BAND RAILS AT END RAILS AT CORNER CHAIN LINK 15, °CEACH BAR TRUSS BRACE AND TENSION CONNECTION CONNECTION ROD CONNECTION OA AT CORNER AT TERMINAL POST AT LINE POST DRAWING IS NOT TO SCALE 2/0 WELDING CABLE; INSULATED SWING GATE POST DATA ISTD. PIPE SIZE NO./FT. OPENING.SINGLE LEAF OPENING,DOUBLE LEAF 2-1/2" S0. I 3.1 4' OR LESS NOTES: 1. ALL METAL SHALL BE HOT DIPF FABRICATION. 2. FENCE AND GATE SHALL BE FUI ALL NECESSARY FITTINGS. 3. FOR GATES - SIZES OF PIPES. TURNBUCKLES SHALL BE MANUI WHICH ALSO MEET THE REQUIRE DRAWING. 4. FENCE IS TO BE LOCATED SO T DOES NOT OVERHANG PROPERTI 5. POSTS SHALL BE ROLLED OR E TUBING OF STEEL OR ALUMINUA WITHSTANDING A LATERAL FORCI APPLIED AT THE TOP. ALL HOE CAPPED. 6. ALL CONCRETE SHALL BE 3000 AND 3/4" MAXIMUM SIZE AGGRE 7. FENCE GROUNDING SHALL BE A A 3/4"x10' GROUND ROD INSTA FOLLOWING CRITERIA: (a) TOP C MINIMUM OF 12" BELOW GRADE 8. STANDARD PIPE SIZES INDICATEI DIAMETER, SCHEDULE 40, PER ASSOCIATION (ASA) $36.10. DE AS THE TYPCkL *ATE GROUNDIP 9. GROUNDING OF THE FENCE AND ACCORDANCE WITH DWG. LCF -LL 10. 3/4" x 10' GROUND ROD WITH BELOW GRADE. GROUND RODS I WITH NO.2 BARE COPPER TO FE WIRE WITH 6 U -CLAMPS MCMAS EQUAL. DEPARTMENT OF TF FEDERAL AVIATION A ISOUTkWM REGION LOW LEVEL WINDSHEA LLWA CLASS CHAIN LINK EENC LITTLE ROCK (ADAMS FIELD NOW" m iarvvrcnti nt ccr-nnv aew-WU ISSUED 9Y AIRWAY FACIUTIES REF. DWG. P 1 C1 �� f CHAIN LINK; FABRIC HEIGHT 84" UNLESS OTHERWISE I NOTED INSIDE SWING GATE POST DATA ISTD. PIPE SIZE NO./FT. OPENING.SINGLE LEAF OPENING,DOUBLE LEAF 2-1/2" S0. I 3.1 4' OR LESS NOTES: 1. ALL METAL SHALL BE HOT DIPF FABRICATION. 2. FENCE AND GATE SHALL BE FUI ALL NECESSARY FITTINGS. 3. FOR GATES - SIZES OF PIPES. TURNBUCKLES SHALL BE MANUI WHICH ALSO MEET THE REQUIRE DRAWING. 4. FENCE IS TO BE LOCATED SO T DOES NOT OVERHANG PROPERTI 5. POSTS SHALL BE ROLLED OR E TUBING OF STEEL OR ALUMINUA WITHSTANDING A LATERAL FORCI APPLIED AT THE TOP. ALL HOE CAPPED. 6. ALL CONCRETE SHALL BE 3000 AND 3/4" MAXIMUM SIZE AGGRE 7. FENCE GROUNDING SHALL BE A A 3/4"x10' GROUND ROD INSTA FOLLOWING CRITERIA: (a) TOP C MINIMUM OF 12" BELOW GRADE 8. STANDARD PIPE SIZES INDICATEI DIAMETER, SCHEDULE 40, PER ASSOCIATION (ASA) $36.10. DE AS THE TYPCkL *ATE GROUNDIP 9. GROUNDING OF THE FENCE AND ACCORDANCE WITH DWG. LCF -LL 10. 3/4" x 10' GROUND ROD WITH BELOW GRADE. GROUND RODS I WITH NO.2 BARE COPPER TO FE WIRE WITH 6 U -CLAMPS MCMAS EQUAL. DEPARTMENT OF TF FEDERAL AVIATION A ISOUTkWM REGION LOW LEVEL WINDSHEA LLWA CLASS CHAIN LINK EENC LITTLE ROCK (ADAMS FIELD NOW" m iarvvrcnti nt ccr-nnv aew-WU ISSUED 9Y AIRWAY FACIUTIES REF. DWG. COUNTERPOISE AROUND FACILITY SHALL BE NO.4/0 UNLESS OTHERWISE NOTED ON DRAWING .r-- PT CONNECTION 1` CONNECTION FROM COUNTERPOISE TO GROUND ROD SHALL BE NO.4 0 UNLESS OTHERWISE NOTED ON DRAWING GP CONNECTION 3 4"x10' COPPER CLAD STEEL GROUND ROD UNLESS OTHERWISE NOTED ON DRAWING CABLE TO GROUND ROD CONNECTION RECOMMENDED EXOTHERMIC WELD COMPONENTS REQUIRED CABLE CONNECTION MOLD WELD METAL THOMPSON NO.32 TO GND. ROD GPR-188C 250 THOMPSON NO.32 TO NO.32 PTC-8C8C 150 SOLID AWG NO.2 TO NO.32 PTC-BC1G 90 STRANDED AWG NO.2 TO NO.32 PTC-8C1V 115 STRANDED AWG NO.4/0 TO NO.32 PTC-2Q8C 150 STRANDED AWG NO.4/0 TO NO.28R PTC-2Q8E 200 (SEE NOTE 1) THOMPSON 28R OR ROBBINS NO.604 TO GROUND ROD GPR-188E 250 (SEE NOTE 1) STRANDED AWG NO.4/0 TO NO.4/0 PTC -2Q20 200 THOMPSON NO.28R TO NO.28R PTC-8D8D 200 STRANDED AWG N0.4/0 TO AWG NO.2 PTC -201V 150 STRANDED AWG NO.4/0 TO GND. ROD GPR-182p 250 NOTES: 1. USE A SHIM WITH THESE MOLDS IF USING THOMPSON N0:28R CABLE. EQUIVALENT CATALOG NUMBERS FOR THOMPSON, ROBBINS, AND A/C CABLE a. THOMPSON 1+0,32 b. THOMPSON NO.28R c. AWG -4/0 ROBBINS NO 1 ROBBINS NO.604 STRANDED A/C C-122 A/C .0-126 ' TYPE PT EXOTHERMIC WELD NOTES: 1. DUXSEAL, MADE BY JOHNS -MANVILLE, SHALL BE USED TO SEAL AROUND EACH CABLE ON -OUTSIDE OF THE MOLD FOR ALL CABLE CONNECTIONS. 2. THE CABLES SHALL BE CLEANED WITH A WIRE BRUSH AND CLAMPED TO PREVENT THEIR MOVEMENT FROM MOLD PRIOR TO SHOOTING WELD. 3. MOLDS ARE TO BE OF THE TYPE APPROVED FOR PROPER CONNECTION AND CLEANED PRIOR TO SHOT. MOLD SHALL BE DRIED WITH PROPANE TORCH BEFORE USING. 4. MOLDS SHALL NOT BE MODIFIED. EXOTHERMIC WELD CONNECTIONS METAL FABRIC, CROSSBAR, OR WIRE; DO NOT USE NON -CORROSIVE COATINGS GATE METAL FENCEPOST GRADE 60 REINFORCEMENT 4500 PSI CONCRETE 1— " "S (2 EA. SIDE) 1/4" FLOOR PLATE 1/2" CONDUIT AS REQ'D (TYP.) EXOTHE NOTE: STEEL REINFORCEMENT IS NOT SHOWN ON THIS DRAWING ISOMETRIC VIEW - NO. 4/0 CABLE (COUN ERPOISE) TYP. 1 1/2" RGS CONDUIT (TYP. AS REQUIRED) Bt_ NOT TO SCALE 2'-2 NOTE: THE FENCE AND GATE GROUNDII DRAWING WILL BE USED AT ALL THE SOUTHWEST REGION. THES MEET ALL FENCE AND GATE GR( AS DESCRIBED IN THE NATIONAL BONDING ORDER 6950.19A. FENCES AND GATES MADE OF C SECTION B - ROD NOT TO SCALE N I N CONSTRUCTION NI B � SUBCONTRACTOR SHALL F PRECAST CONCRETE "BOX' WITH HEADROOM OF 18" , ® INSTALL 3/4" X 10' COPF GROUND ROD. ALSO SUBCONTRACTOR SH INSTALL RSC CONDUITS A° TOP VIEW ■ EXOTHERMIC WELD NOT TO SCALE ACCESS WELL AT GROUND ROD DETAILS (SEE CONSTRUCTION NOTES) NOT TO SCALE TYPE VS CADWELD OR APPROVED EQUAL ♦GATE POST )GATE FRAME 1 Kx iY(Ix_ �jj''kf'� N0.4/0 AWG STRANDED C 2/.0 WELDING CONDUCTOR CABLE INSULATED TO GROUND - CONCRETE ROD. (TYP,} �E ALL CONNECTIONS TO BE NO.4/0 AWG BARE WELD EXOTHERMIC 3/4"x10' STRANDED COPPER CONDUCTOR GROUND ROD FENCES AND GATES NOT TO SCALE NO.4/0 AWG BARE STRANDED COPPER CONDUCTOR TO GROUND ROD. (TYP.) —1 GATE GROUNDING DETAIL (SEE DRAWING LIT-LLWAS-CO5, NOTE 9) 07-28-95 REVU TF7H rart rngeniw 2/0 WELDING CABLE; INSULATED DEPARTMENT OF " FEDERAL AVIATION SOURIWEST REGION LOW LEVEL WINDSHE LLW GROUNDING LITTLE ROCK (ADAMS FIELI Um—" ORIGINAL SIGNED BY: I' I„ VERNON C. BOILEAU SUPOMSOR OF SECTION, ASW- 454 1 F •' ISSUED By R AIRWAY FACILITif a.¢ rn. aati a�ridn nam, uw I DIVISION crr neer_ - ■ I I ■ N0.4/0 BARE STRANDED EXOTHERMIC FIELD WELD BY CONTRAC i 1 ■ ■ 1 OLAMP ' OMPSON NO.141 R APPROVED EQUAL AIR TERMINAL N.T. S SEE REFERENCE DRAWING SW -D-10488-2 01 ---Q9 IDENTIFIED ON DRAWING LR -LL' BILL OF MATERIALS TABLE. INSTALL FAA TERMINAL POLE (IF REQUIRED) NOTE; RUN TERMINAL POLE EQUIPMENT GROUND TO NEW LLWAS COUNTERPOISE. 3/4" SCH 40 PVC CONDUIT 1 1/2" RSC WITH NO. 6 AWG 600V CABLE NO. 6 BARE STRANDED COPPER GROUND NO. 4 BAREI BLACK STRANDED L �i COPPER _ CONDUCTOR GREEN/YELLOW 4 SHIELDED PR.NO.22 EXTERIOR. 60CIV. STRAIN RELIEF CLAMP REMOVABLE PANEL ACCORDANCE WITH A.C.I. 301. BREAKER BOX SI -KL BE 2C. NO -10. GOOY, TYPE OF WITH A NO. 4/0 AWG BARE STRANDED COPPER ASSEMBLED TO PLUG AND CONDUCTOR — 1 1 SUPPORT STAND li it fl t } IN CONDUIT �I II 1 1 2" RSC WITH ti �'' I! SIGNAL CABLE TO - - POLE AND NO. 6 BARE STRANDED I a COPPER GROUND SITE ELEVATION NOT TO SCALE BROWN BLACK CABLE FROM ANTENNA TO EQUIPMENT BOX SHALL BE BLUE WHITE INSTALLATION OF THE POLE O CABLE FROM WIND VECTOR TO EQUIPMENT BOX SHALL BE GREEN/YELLOW 4 SHIELDED PR.NO.22 EXTERIOR. 60CIV. STRAIN RELIEF CLAMP REMOVABLE PANEL ACCORDANCE WITH A.C.I. 301. BREAKER BOX SI -KL BE 2C. NO -10. GOOY, TYPE OF WITH 2 NO.16 NO, 3 NO.14 FURNISHED HINGE EDGE MIMMUM. ASSEMBLED TO PLUG AND CONDUIT AND DOWN CONDUCTI TERMINATED TO TERMINAL BLOCK COAXIAL CONNECTOR DISTANCE BETWEEN FASTENER ALL STEEL TO BE HOT DIPPED GALVANIZED. (ONE PLUG FURNISHED) PROTECT CABLE WITH SCHEDU WLAIHER PROOF CABLE ENDS. INSTALLED APPROXIMATELY IE TERMINAL BLOCK FOR A/C POWER BELOW GRADE WILL BE IN CO INSIN I INCOMING POWER CABLE ONLY WHEN REQUIRED. 2 CIRCUITS PLUS GROUND FOR SEE SIIE DRAWING. STRAIN HEATERS AND OBSTRUCTION CONNECTORS TERMINATE RELIEF FIXTURE, PRESSURE TERMINALS RECEPTACLE (RECEPTACLE CLAMP .v&&@ AND PATTERN- - URNISHED BY PARAMOUNT, a ; 4 BELOW GRADE. SOCKETS MOUNTED, NOT H PLUG LIGHTS ASSEMBLED). REINFORCING BARS UNLESS OTHERWISE NOTED, SHALL COMPATIBLE WITH AIR TERMIN FOLLOW A.C.1. MANUAL OF STANDARD PRACTICE. RECEPTACLE FOR POST MOUNTED EOUIPME STRAIN SENSOR BOTTOM REINFORCING — 3" RELIEF TOP REINFORCING — 3" CONNECT THE GROUND ROD CLAMP GROUNDING SYSTEMS IN THE ALL CONCRETE EXCEPT THE SIDEWALK AND ACCESS DRIVE THOMPSON NO.32 CABLE BUR SPLICE CONNECTION USE ORA � ANTENNA I ICE SMALL WATERTIGHT CORD CONNECTORS. FURNISHED WITH REMOVABLE PLUG TO MAINTAIN WATERTIGHTNESS UNTIL OCCUPIED BY A CORD LLWAS SPECIALTY CABLE FROM POLE BASE LOWERING RING J -BOX DETAILS �7 N.T.S. 4' WALKWAY GATE FENCE POST REINFORCING WIRE MESH 6"X6" W2.0 X 2.0 NOTE: ALL CONNECTIONS BELOW GRADE MUST BE CADWELD OR MADE BY AN APPROVED EXOTHERMIC METHOD. x I "I AHMS HiGF1 MAST POLE f � �f 14CRETE FOUNDATION -N--INSTALL 4 GROUND RODS, 3/4" DIA. x 10' LOCATE IN ALL FOUR SIDES OF PLOT TYPICAL SITE PLAN SCALE: 1/4" 1/4" SCALE IN FEET LOW LEVEL WINOSr LLV REMOTE ANEMIC LITTLE ROCK ADAMS ORIGINAL SIGNED BY: I,T VERNON C. BOILEAU SUPERVISOR OF SEC110N. ASW -494 nx�uw S Iu ISSUED BY 01-20-95 AIVM TEXT. AN DETAIL JEL Q1 vec _ xsnn wVr-ln AIRWAY FACILTI .� ecxaeno Mr+a Oram ,.an.. uws I DfV151ON REF. DWG. GENERAL NOTES: CABLE FROM ANTENNA TO EQUIPMENT BOX SHALL BE 1—RG 214 COAX. -412^ 0.0. INSTALLATION OF THE POLE O CABLE FROM WIND VECTOR TO EQUIPMENT BOX SHALL BE FOUNDATION WILL NOT BEGIN RITS SPECIFIED COMP 4 SHIELDED PR.NO.22 EXTERIOR. 60CIV. CONFI A710N OF THIS STREN M CONFIRMATION POWER CABLE FROM OBSTRUCTION LIGHT TO CIRCUIT ACCORDANCE WITH A.C.I. 301. BREAKER BOX SI -KL BE 2C. NO -10. GOOY, TYPE OF WITH CONDUIT AND DOWN CONDUCTI 1—NO.12 BARE GROUND. MIMMUM. CABLE LENGTHS VARY WITH POLE HEIGHT. CONDUIT AND DOWN CONDUCTI MAXIMUM RRS'TALL OBSTRUCTION LIGHT. DISTANCE BETWEEN FASTENER ALL STEEL TO BE HOT DIPPED GALVANIZED. TO POST SHALL BE 36" MAXII PROTECT CABLE WITH SCHEDU WLAIHER PROOF CABLE ENDS. INSTALLED APPROXIMATELY IE BELOW GRADE WILL BE IN CO INSIN I INCOMING POWER CABLE ONLY WHEN REQUIRED. SEE SIIE DRAWING. CLEAN BONDING SURFACE UNI AND BONDING PLATES TO BAR SUBCONTRACTOR SHALL CONFIRM WITH SITE CONSTRUCTION HARDWARE AND WATERPROOF R4SPECTOR THE POLE MANUFACTURERS ANCHOR BOLT 5¢E COMPOUND,WATERPROOF INS AND PATTERN- OJSTALI BURIED CABLE TO LL ALL REINFORCED CONCRETE SHALL COMPLY -WITH BELOW GRADE. A.C.1.301 AND A.C.I. 318, PIPE STRAP, BOLTS AND MIS( ALL DETAILING, FABRICATION, AND ERECTION OF SHALL BE STAINLESS STEEL REINFORCING BARS UNLESS OTHERWISE NOTED, SHALL COMPATIBLE WITH AIR TERMIN FOLLOW A.C.1. MANUAL OF STANDARD PRACTICE. FOR POST MOUNTED EOUIPME CLEAR COVER ON REINFORCING SHALL BE AS FOLLOWS: CONDUIT POWER PANEL AND BOTTOM REINFORCING — 3" TERMINAL DOWN CONDUCTOR TOP REINFORCING — 3" CONNECT THE GROUND ROD SPIRALS — 3" GROUNDING SYSTEMS IN THE ALL CONCRETE EXCEPT THE SIDEWALK AND ACCESS DRIVE THOMPSON NO.32 CABLE BUR SPLICE CONNECTION USE ORA SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH FOR ALL CONNECTIONS. OF 3500 PSI. SIDEWALK AND ACCESS DRIVE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. BRAZING SHALL BE ACCOMPLI METAL CONSISTING OF REINFORCING BARS SHALL CONFORM TO ASTM. PHOSPHOROUS AND 89- COPI CAPI DESIGNATION A615—GRADE 60. SUBCONTRACTOR SHALL SET ALL EXPOSED CONCRETE CORNERS SHALL HAVE A 1" NORTH AND SCRIBE, NEATLY, CHAMFER. ARM AND ITEM ® , ALSO ON SUCH THAT ASSEMBLY CAN Bi ALL EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM NORTH AT A FUTURE ALIGNME FINISH GENERAL NOTES ON CFM HIGH MAST PO WITH LOWERING DEVICES USED FOR LLN PRIOR TO PLACEMENT OF CONCRETE. THE ANCHOR BOLTS 1 POLES AND DEVICES ARE FUI WILL BE CHECKED TO DETERMINE THAT THEY ARE FIRMLY ASSEMBLY/OPERATING MANUA AND SECURELY FASTENED AT THE LOCATIONS SHOWN ON PLANS THEY MUST BE FREE OF OIL. RUST OR ANYTHING 2. POLES ARE FURNISHED UNAS ELSE THAT WOULD PREVENT PROPER BONDING TO THE FOUR SECTIONS. DEPENDING CONCRETE. TABULATION) 3. POLE SECTIONS ARE ASSEMB CHAIN PULLERS OR CFUJN/C POLE CENTER. JOINTS ARE S REQUIRING 2 TO 3 TONS OF 4. WINCH ASSEMBLIES, LIFTING D FENCE TO GATE USING COVERS MUST BE FIELD MOL WELDING CABLE; INSULATED 5. MOUNTING RINGS, TENONS, 0 DOME MUST BE FIELD MOUN 6. THE 1" DIA. SPECIALTY CABL )( ON ONE END, THE OTHER EN POLE AND TERMINATED IN TN 7. LC44TRING ROD AND CONDUC TERMINAL POLE MOUNTED AN EXOTHERMIC F LIGHTNING ROD IS (GFM). EQUIPMENT STAND 8. ASSEMBLED POLES MAY BE HELICOPTER. HAND HOLE FOR GROUNDING g. A FACTORY FIELD REP. MUST ROD. SEE DETAIL ON DWG. ERECTION TO ADVISE ASSEME LIT-LLWAS-CO621 10. ALL (GFA) IS AVAILABLE TO PROPERTY FOR HIS TRANSPC NO. 4/0 AWG BARE 11. LOWERING RING/HEADFRAME STRANDED COPPER 12, NOT USED CONDUCTOR 13. CONNECTORS FOR COAL( CAB CONTRACTION JOINT DEPARTMENT OF x FEDERAL AVIATIOI SOUTHWEST REGON -N--INSTALL 4 GROUND RODS, 3/4" DIA. x 10' LOCATE IN ALL FOUR SIDES OF PLOT TYPICAL SITE PLAN SCALE: 1/4" 1/4" SCALE IN FEET LOW LEVEL WINOSr LLV REMOTE ANEMIC LITTLE ROCK ADAMS ORIGINAL SIGNED BY: I,T VERNON C. BOILEAU SUPERVISOR OF SEC110N. ASW -494 nx�uw S Iu ISSUED BY 01-20-95 AIVM TEXT. AN DETAIL JEL Q1 vec _ xsnn wVr-ln AIRWAY FACILTI .� ecxaeno Mr+a Oram ,.an.. uws I DfV151ON REF. DWG.