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Home My WebLink AboutZ-6088 Map 1N 5' EXPANSION JOINT— CONTRACTION JOINT— EXPANSION JOINT— ACCESS ROAD SITE NO.1 N 1 1/2' REINFORCING WIRE MESH 6"X6"XW2.9XW2.9 AIRPORT PROPERTY LINE FENCE I- 5' C- EXPANSION JOINT CULVERT — EXPANSION JOINT ACCESS ROAD SITE N0.2 10' CONTRACTION m I 110' JOINTS FENCE POSTS SERVICE POLE i VARIES i_ (SEE DRAWING LIT—LLWAS—C11) VARIES �DR6 REINFORCING 20' FENCE POST REINFORCING 25' 2 1/2 EQUIPMENT STAND DRAWING LIT—LLWAS—C10) =0 •' WIRE MESH DRIVEWAY SECTIONS (SEE COMPACT EACH LIFT 6"X6"XW2.OXW2.0 1" SCH 40 PVC CONDUIT SEE DRAWING ;k2 MAST MAST IN GEOMETRIC 20' FOR COMMUNICATION EC10 CENTER OF SITE FENCE -18' X 18' MAST IN GEOMETRIC (SEE DRAWING LI L WAS ) EXPANSION JOINT CENTER OF SITE EXPANSION JOINT JO NTNSION FENCE -23' X 23' CENTER OF SITE NOTE: 20' CONTRACTION JOINT (SEE DRAWING 1 AIRPORT FENCE NO FENCE INSIDE AIRPORT I I PROPERTY LINE. THERE INSTALL WILL BE A 4' GATE THROUGH CONTRACTION THE AIRPORT BOUNDRY FENCE. SIDE CROWN JOINTS L 1/2' MATCH GROUND ON EXISTING EACH 6.. 4F'F ` .'y• t i+ l+4H41 x-46 '48- lb- EXPANSION JOINTS 4" COMPACTED SERVICE POLE NOT TO SCALE CUSHION SAND 3500 PSI PC SERVICE POLE 6" COMPACTED 6"X6"XW2.9XW2.9 REINFORCING WIRE MESH EXPANSION SUBGRADE j �LWASMC111 JOINT ROAD PAVEMENT 5, (SEE 1/2" = V-0" CONTRACTION I SIOE CROWN JOINTS L 0,5% — AS SHOWN ON PLANS SEE DRAWING SEE (SEE LIT--LLWAS—Cl[l� 3000 PSI PC APPLY SOIL STERILENT 6"X6"XW2.OXW2.0 REINFORCING WIRE MESH SAND AS NEEDED TO MATCH + 2 1 /2' SITE PAVEMENT EXISTING GRADE. 1/2" = 1'-0" EXPANSION JOINT VARIES i_ EXPANSION JOINT— VARIES �DR6 5 FENCE POST REINFORCING 25' 4 EXISTING DEPTH APPLY SOIL STERILENT =0 •' WIRE MESH 646"XW2.OXW2.0 CONTRACTION JOINT DRIVEWAY SECTIONS IPERTY LINE COMPACT EACH LIFT SCALE: 1/2" = 1'-0" 3. DRIVEWAY TURN—OUT SHALL BE CONSTRUCTED SEE DRAWING ;k2 PROVIDE MAX. 3:1 SLOPE ON ALL SIDES ' PC CONCRETE MATCH EXISTING GROUND ON EACH CULVERT DETAIL — ACCESS ROAD SIDE AND PROVIDE (NEW SITE N0.2] POSITIVE DRAINAGE SCALE: 1/4" = 1'-0" CONTRACTION JOINTS 10' REINFORCING WIRE — EXPANSION MESH 6"X6"XW2.9XW2.9 JOINT - 10' (TYP.) 10 CONTRACTION JOINTS — 10' 10' EXPANSION JOINT CONTRACTION 10, JOINTS EXPANSION JOINT 10, A ACCESS ROAD SITE NO,5 I A 5' 12' 12' 0 En 12' 12' 12' fi➢ i_ °0 5' OR PROPERTY 5 LINE — _ 5'_ SfRVICE POLE EXPANSION— SEE DRAWING: JOINT IPERTY LINE COMPACT EACH LIFT CONTRACTION JOINTS 10' REINFORCING WIRE — EXPANSION MESH 6"X6"XW2.9XW2.9 JOINT - 10' (TYP.) 10 CONTRACTION JOINTS — 10' 10' EXPANSION JOINT CONTRACTION 10, JOINTS EXPANSION JOINT 10, A ACCESS ROAD SITE NO,5 I A 5' 12' 12' 0 En 12' 12' 12' fi➢ SITE N0.3 ACCESS ROAD FENCE POST ---- I a REINFORCING 20' 0 2 1/2' WIRE MESH SfRVICE POLE 6"X6"XW2.OXW2.0 SEE DRAWING: GRADES. LIT—LLWAS—C;11 COMPACT EACH LIFT EQUIPMENT STAND 3. DRIVEWAY TURN—OUT SHALL BE CONSTRUCTED SEE DRAWING ;k2 MAST MAST IN GEOMETRIC 20' LIT—LLWAS—C'1 CENTER OF SITE FENCE -18' X 18' /2' w EXPANSION JOINT ns 25' MAST IN GEOMETRIC FENCE -23' X 23' CENTER OF SITE 1 l I I (SEE DRAWING 1 Q `LIT—LLWAS—COBJ I I SITE N0.3 ACCESS ROAD NOTES: POWER POLE 1. DRIVEWAY GRADE NOT TO EXCEED 14x. FIELD ADJUSTMENT 1/8" TO 1/4" SEALANT INSTALL CLEAN BACKFILL MATERIAL �E PAVEMEN SURFACE IN 8" LIFTS AND GRADES. . t COMPACT EACH LIFT 3. DRIVEWAY TURN—OUT SHALL BE CONSTRUCTED TO 95% OF MAXIMUM MONOLITHICALLY. DENSITY w ns z } 1 l I I Q x � I I WIRE MESH INSTALL 24" DIA. x 28' CMP 1/2' MATCH GROUND ON EXISTING EACH EXPANSION JOINTS SIDE AND PROVIDE SERVICE POLE NOT TO SCALE POSITIVE DRAINAGE SERVICE POLE SITE N0.3 ACCESS ROAD NOTES: POWER POLE 1. DRIVEWAY GRADE NOT TO EXCEED 14x. FIELD ADJUSTMENT MANAGER OF BRANCH. ASW -450 MAY BE REQUIRED AT CERTAIN LOCATIONS TO INSURE �E PROPER RELATION BETWEEN DRIVEWAY AND STREET =L ° LIT—LLWAS-004-01 GRADES. . t 2. DRIVEWAYS WILL BE CONSTRUCTED TO THE PROPERTY LINE. 3. DRIVEWAY TURN—OUT SHALL BE CONSTRUCTED MONOLITHICALLY. EDGE OF EXISTING AGGREGATE DRIVE NOTE: TIE TO EXISTING AGGREGATED DRIVEWAY X MAST IN GEOMETRIC 20' CENTER OF SITE FENCE -18' X 1 1/2" MIN. SEALANT 1/2" t 1/8" DEPTH 1/4" MAX. BELOW PAVEMENT SAWED JOINT 5/8" FACE MINIMUM MINIMUM BOND BREAKER T4 TO T6 5/8" ROD BACK—UP MATERIAL MATER IAL CONTRACTION JOINT NOT TO SCALE STE 2 -ACCESS LENGTHENED 8'14A F NORTH JOINT LAYOUT I❑ 0 �O0 1" = 10'-0= 10'-0" PROFILES AND SECTIONS I�� 2 4' 1/2" = 1'-0" 4' 4' $' 1/4" = 1'-0" SCALE IN FEET DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION KJTHWEST RE" FORT WORTH, TEXAS I LOW LEVEL WINDSHEAR ALERT SYSTEM L L WAS o SITE PAVEMENT i ROCK ADAMS FIELD AIi?POliI AKKAN` `i X �S 'OR OF SECTIDN, ASW -454 MANAGER OF BRANCH. ASW -450 ' Ott �E "E''0�'T =L ° LIT—LLWAS-004-01 nr.ry smroe ,., . t i t 1 l I I REINFORCING x I I WIRE MESH 6"X6"XW2.OXW2.0 1/2' I 2 1/2' SERVICE POLE SERVICE POLE ORWAS-C11) j �LWASMC111 5, LITE 5, (SEE EQUIPMENT STAND 20' I EQUIPMENT STAND DRAWING SEE DRAWING SEE (SEE LIT--LLWAS—Cl[l� 2 1 /2' + 2 1 /2' EXPANSION JOINT EXPANSION JOINT MAST IN GEOMETRIC 20' CENTER OF SITE FENCE -18' X 1 1/2" MIN. SEALANT 1/2" t 1/8" DEPTH 1/4" MAX. BELOW PAVEMENT SAWED JOINT 5/8" FACE MINIMUM MINIMUM BOND BREAKER T4 TO T6 5/8" ROD BACK—UP MATERIAL MATER IAL CONTRACTION JOINT NOT TO SCALE STE 2 -ACCESS LENGTHENED 8'14A F NORTH JOINT LAYOUT I❑ 0 �O0 1" = 10'-0= 10'-0" PROFILES AND SECTIONS I�� 2 4' 1/2" = 1'-0" 4' 4' $' 1/4" = 1'-0" SCALE IN FEET DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION KJTHWEST RE" FORT WORTH, TEXAS I LOW LEVEL WINDSHEAR ALERT SYSTEM L L WAS o SITE PAVEMENT i ROCK ADAMS FIELD AIi?POliI AKKAN` `i ORIGINAL SIGNED BY: VERNON C. BOIL EAU 'OKa ORIGINAL SIGNED BY: 1o,. GARY W. RAY 'OR OF SECTIDN, ASW -454 MANAGER OF BRANCH. ASW -450 ' Ott ISSUED BY AIRWAY FACILITIES DIVISIaN "E''0�'T =L ° LIT—LLWAS-004-01 nr.ry smroe ,., REF. DWG. : NONE SITE NO.1 NOT TO SCALE PAIR ON ARKANSAS STATE HIGHWAY NO.165 (80 'ROW) 134' M 3 1 LOT 1 0 Of 0 o � w Oa M u IO,a METAL n N BLDG. 'r 80' SITE 110' ------------ 12' ACCESS EASMT. X X X MOBILE HOME SITE NO.3 NOT TO SCALE N 02'02'22" E -959.42' SITE NO.2 VICINITY MAP NOT TO SCALE SANDERS STREET (20' ASPHALT PVMT.) 120' EXIST. 20' BLDG. N 0 20' 20' 0 EXIST. BLDG. U.S. POST OFFICE 1Do' SITE NO.5 NOT TO SCALE I z 1 15' 111lxwtc art[ i42 FOURCHE DAM PIKE ---I----------------------- 60'R/W r _-----------------.-------- 16' SEAL COAT 9 N 88' 42'3' W-1529.33' i 12' i 36" PECAN O of go H to I � 1 1 1 1 - 1 I 1 I 1 15" RCP 1 1 --------------r----r--------------- 1 1 1 1 1 1 I 1 1 1 --X X—X—X—� 25' C4 47 25' SITE NO.2 NOT TO SCALE SE CORNER OF RTR SHELTER • CABLE MARKERS fi DUCT MARKER COMMUNICATION CARL E NOT TO SCALE RELOCATED LLWAS j SrrE NO.1 I 46 a L2 51 8-41 N41' 06'E # 230' n lw S 39'E TN41' v_ x Ofi'E46 V 1 I- 110' DEPARTMENT OF TRANSPORTATION FEDERAL AVIATION ADMINISTRATION 5711Dw'LSi REGIOII FORI MCRTL TEXAS LOW LEVEL WINDSHEAR ALERT SYSTEM LLWAS SITE PLANS LITTLE ROCK ADAMS FIELD AIRPORT) ARKANSA; fw" ORIGINAL SICKED BY: ^tea ORIGINAL SIGNED BY: VERNON C. 901LEANI GARY /. RAY �.7 OF SECV104. ASW -4U WMA OF WAN01. A.SW-470 45000 wr� AIRWAY FACILITIES IT LLWAS—CO3—01 DIVI.ri10 REF. DWG. : SW -D-10274-0 0 n 0 u O s -j(3 LLWAS SITE 6 -XISTING NOOD POLE 50' ABOVE PLATFORM _ATITUDE: 34°44' 42" _ONGITUDE: 92°15' 07' ANTENNA ELEVATION: 300' LLWAS SITE 5 -XGMNG IOOD POLE 30' ABOVE PLATFORM ATTTUDE: 34°44' 02" ONGfTUDE: 92114' 50" ,NTENNA ELEVATION. 285' LLWAS SITE 4 = xIST1NG STEEL TOWER 70' ABOVE GRADE LATITUDE: 34°42' 56" LONGITUDE: 92'14' 47' ANTENNA ELEVATION: 310' i rf LLWAS SITE 2 1 r 1 ( OD POLE ri frf 1N006 POLE 20' ABOVE PLATFORM !► !I LATITUDE- 34'44' 28" ✓ ► 1 { LONonuDE: 92.12' 51- / / ! I ANTENNA ELEVATION: 283' rF /r 1 I I I I r rf r I ► f 1 r 1/ ARKANs8s RNER ✓ ffr` 1 r WA IT 1 f +g ► r 1 1 1 ! r I 1 r I • / + 1 r 1 RELOCATION (NAD 83) I 1 f I LATITUDE: 34' 44' 13" N LONGITUDE: 9T 13' 49" W r✓ � ✓r/ Jr r 1 r I r / f 1 r r rJ f I I J lWC>l11< / A F7, OeflLAfZ0:FUMM rn 731 rr r cp °1B � V9 >5T . 0—Lw=lw= �—. . NR(m1I) 46 LLWAS SITE 2 RELOCATION (NAD 83) LATITUDE- 34.43' 33.3" N LONGITUDE: 92.12' 19.9" W ROOSEVELT ROAD LLWAS ATCT SITE. EXISTING = RAC% IN ATCT EQUIPMENT ROOM, LATITUDE: 34.43' 43" LONGITUDE: 92° 13' 12" J13- ANTENNA ON ATCT ELEVATION: 355' 1N RSTATE HIGHWAY 440 w g x a o O LLWAS SITE 3 EXISTING STEEL TOWER 40' ABOVE GRADE DEPARTMENT OF TRANSPORTATION STEEL LATITUDE: 34°42' 23" FEDERAL AVIATION ADMINISTRATION LONGITUDE: 92° 11' 38" FORT WORrFL TEXAS ANTENNA ELEVATION: 282' SOUTNINEST REr:01! LOW LEVEL W(NDSHEAR ALERT SYSTEM 0 LLWAS SITE LAYOUT PLAN 1000' 0 1000' 2000' 3000' 1 1 1 LITTLE ROCK ADAMS FIELD AIRPORT �RKANSAS _ SCALE: 1" 1000' wumme ORIGINAL SIGNED BT4 ORIGINAL SIGNED BY: for VERNON C. BOILEAU I for GARY W. RAY enero.neno nr cmnnu IeW- ASA ueunrro nr nvANrw AeW-450 LITTLE ROCK t/ 6' 1'2 1 ADAMS 5 FIELD ATL7 +4 �3 1b � I VICINITY MAP NOT TO SCALE r-- LLWAS SITE 3 RELOCATION (NAD 83) LATITUDE: 34.44' 16" N L0:IGITUOE. 92.11. 00" W 42' v fr V 2, r r r r J rr ovRo ! ' / EEK ' f+ r r Jr` ir LLWAS SITE 1 / r c'• r STING I� STEEL 70WER 20' ABOVE GRADE r `y TTTUDE: 3043' 38' rr /✓ I 1 -`..`"C,t: . • - , ONGITUDE: 92° 14. 10" in j • _ •_. NNA ELEVATION: 276' rr r i r 01 / r I r / r r ~ ✓/ "r F IER PIKE If f ■ r / J�,A/✓✓ fr i r r /// 71 JJJ ��f r 10 r WAS SITE 5 r r - 1 RELOCATION NAD 83) 1 LATTfUOE: 4.42' 25.B.i'• H �> OL f ! / LONGITUDE: 92' 13' 24.53" W T i / f 1 JJJ ! 1 ffJr /r LLWAS SITE 2 RELOCATION (NAD 83) LATITUDE- 34.43' 33.3" N LONGITUDE: 92.12' 19.9" W ROOSEVELT ROAD LLWAS ATCT SITE. EXISTING = RAC% IN ATCT EQUIPMENT ROOM, LATITUDE: 34.43' 43" LONGITUDE: 92° 13' 12" J13- ANTENNA ON ATCT ELEVATION: 355' 1N RSTATE HIGHWAY 440 w g x a o O LLWAS SITE 3 EXISTING STEEL TOWER 40' ABOVE GRADE DEPARTMENT OF TRANSPORTATION STEEL LATITUDE: 34°42' 23" FEDERAL AVIATION ADMINISTRATION LONGITUDE: 92° 11' 38" FORT WORrFL TEXAS ANTENNA ELEVATION: 282' SOUTNINEST REr:01! LOW LEVEL W(NDSHEAR ALERT SYSTEM 0 LLWAS SITE LAYOUT PLAN 1000' 0 1000' 2000' 3000' 1 1 1 LITTLE ROCK ADAMS FIELD AIRPORT �RKANSAS _ SCALE: 1" 1000' wumme ORIGINAL SIGNED BT4 ORIGINAL SIGNED BY: for VERNON C. BOILEAU I for GARY W. RAY enero.neno nr cmnnu IeW- ASA ueunrro nr nvANrw AeW-450 LITTLE ROCK t/ 6' 1'2 1 ADAMS 5 FIELD ATL7 +4 �3 1b � I VICINITY MAP NOT TO SCALE r-- LLWAS SITE 3 RELOCATION (NAD 83) LATITUDE: 34.44' 16" N L0:IGITUOE. 92.11. 00" W 42' r 2 2, r r rrr rr ri` ■ r Jr` ir J / r I r / r r ✓/ /✓! rr r f ■ r / J�,A/✓✓ fr i r r /// ■/ JJJ ��f r r / f f r' r` rr i f f ! / / r / JJJ /f ffJr /r LLWAS SITE 2 RELOCATION (NAD 83) LATITUDE- 34.43' 33.3" N LONGITUDE: 92.12' 19.9" W ROOSEVELT ROAD LLWAS ATCT SITE. EXISTING = RAC% IN ATCT EQUIPMENT ROOM, LATITUDE: 34.43' 43" LONGITUDE: 92° 13' 12" J13- ANTENNA ON ATCT ELEVATION: 355' 1N RSTATE HIGHWAY 440 w g x a o O LLWAS SITE 3 EXISTING STEEL TOWER 40' ABOVE GRADE DEPARTMENT OF TRANSPORTATION STEEL LATITUDE: 34°42' 23" FEDERAL AVIATION ADMINISTRATION LONGITUDE: 92° 11' 38" FORT WORrFL TEXAS ANTENNA ELEVATION: 282' SOUTNINEST REr:01! LOW LEVEL W(NDSHEAR ALERT SYSTEM 0 LLWAS SITE LAYOUT PLAN 1000' 0 1000' 2000' 3000' 1 1 1 LITTLE ROCK ADAMS FIELD AIRPORT �RKANSAS _ SCALE: 1" 1000' wumme ORIGINAL SIGNED BT4 ORIGINAL SIGNED BY: for VERNON C. BOILEAU I for GARY W. RAY enero.neno nr cmnnu IeW- ASA ueunrro nr nvANrw AeW-450 LITTLE ROCK t/ 6' 1'2 1 ADAMS 5 FIELD ATL7 +4 �3 1b � I VICINITY MAP NOT TO SCALE r-- LLWAS SITE 3 RELOCATION (NAD 83) LATITUDE: 34.44' 16" N L0:IGITUOE. 92.11. 00" W 42'