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Home My WebLink About06120009.796" 1 -�r �2� 2 16%6', 3 72" 577/" 4 V11 %%V11A jA 2" 73Y4"TYP 36" lO 2+ / "ox 12ga. POST A 3 "0 x 12ga. POST ALSO AVAILABLE O2 1 %4' FORERUNNER RAIL 0 VJZ x 14ga. PICKET Use Gate Conversion Kit ADAPTRACK for gate. See www.ameristarfence.com ® BX301 BRACKET Title: AEGIS II CLASSIC PANEL 3 RAIL 72 IN TALL 8 ET LONG CAP Drawing Number: 2CX30708� ® 1555 N. Mingo OK DR; MR SH lo f SCALE 3/8" = 1' ��,,;,,�� AMERISTAR 1- 800;321 -8724 CK; BL Date 11/08/05 RED/; a 4" 0 . POST (TYP.) GATE FRAME HANGER ASSEMBLY (SEE DETAIL #6) ,� BACKFILL CC) -C rn Q - - -- OST Q J 8 o '— p.r U B =POST SPACING C/C -- B = POST D z O y r SPACING C/C C/C l ' PLAN VIEW r < C i CLASS "A" rn FTl CRITICAL DIMENSION CHART A , / piP -1 Scale: None r V x V SMASHED POINT 6. « CONCRETE co C7 a� COMPACTED C = OVERALL GATE LENGTH PZCKETAT6 "O.C.(TYP.) C = OVERALL GATE LENGTH Al CLEAR OPENING 58' -0" U p G = COUNTERBALAN 4" O.D. POST (TYP.) U HANGER ASSEMBLY (SEE DETAIL #6) a COUNTERBALANCE i ca LENGTH c TOP PRIMARY MEMBER (TYP.) 1" x 1" SMASHED POINT PICKET AT 6" O.C. (TYP.) LENGTH c _ I TOP PRIMARY MEMBER :D (n LE NGTH 14'-6" a? tl t9flllltttllPll D COUNTERBALANCE Rtt B91t BOTTOM GUIDE E NOMINAL GATE HEIGHT 6' -0" 1 D M7 TRUCK ASSEMBLY Ittlifff F POST HEIGHT 6'-6" Ott lit 1-- LU U DtP t None Scale: N (D C HANGER ASSEMBLY GATE RECEIVER a 00 g) Z A O oI2 ° 2" x 5" BOTTOM MEMBER LOCKING PLATE �\I T Y Q LOCK RECEIVER O Z � �, a J° - 5 /8" ear hr se STANDARD NUT }mag �� Z �CD = 17 10 9! O GUIDE WHEELS BOTTOM GUIDE ASSEMBLY GATE RECEIVER LOCK NUT 9/16" HOLES N �C w N tt-- cc x it �~ ¢ 0 rn a ASSEMBLY SECTION GATE FRAME s CATCH ASSEMBLY s GATE HANGER ASSEMBLY - DHP't Scale: None DNP -1 Scale: None 1 Scale: None �= r II O Q Z C co - LLI 3/16" S.S. AIRCRAFT CABLE (TYP.) 1" x 2" ALUM. TUBE (TYP.) BOTTOM GUIDE ASSEMBLY (SEE DETAIL #3) LU F'- Z U 2" x 2" ALUM. TUBE (TYP.) 2" x 5" ALUM. TUBE (TYP,) CENTER CATCH ASSEMBLY (SEE DETAIL #5) d CO {+ z lklP -1 ELEVATION 4 2 W~ o N 0 Scale: None DNP -t W I� L) J I) 4" O.D. POST BACKFILL CC) -C rn Q TRACK MEMBER OST Q J co N M C � w SO D z O y r LL r < C i CLASS "A" rn FTl CRITICAL DIMENSION CHART LL1 , / b I; e° V x V SMASHED POINT 6. « CONCRETE co C7 � COMPACTED ! '% PZCKETAT6 "O.C.(TYP.) Q Al CLEAR OPENING 58' -0" U p G B COUNTERBALANCE POST SPACING C/C 13' -9" U i ca C OVERALL GATE LENGTH 43'-6" _ TOP PRIMARY MEMBER LE NGTH 14'-6" a? D COUNTERBALANCE 1" x 2" VERTICAL (BEHIND) BOTTOM GUIDE E NOMINAL GATE HEIGHT 6' -0" D M7 TRUCK ASSEMBLY BRACKET s BOTTOM GUIDE ASSEMBLY F POST HEIGHT 6'-6" 0. 2" x 2" VERTICAL (BEHIND) DtP t None Scale: N (D C HANGER ASSEMBLY GATE RECEIVER a 00 g) Z A O oI2 ° 2" x 5" BOTTOM MEMBER LOCKING PLATE W4 TRUCK T Y Q LOCK RECEIVER O Z � �, a J° - 5 /8" ear hr se STANDARD NUT }mag �� Z �CD = 17 10 9! O GUIDE WHEELS BOTTOM GUIDE ASSEMBLY GATE RECEIVER LOCK NUT 9/16" HOLES N �C w N tt-- cc x it �~ ¢ 0 rn a ASSEMBLY SECTION GATE FRAME s CATCH ASSEMBLY s GATE HANGER ASSEMBLY - DHP't Scale: None DNP -1 Scale: None 1 Scale: None �= r 24" 6" 18" 3" TOP SOIL 1 R. " n BACKFILL CC) 2 RADIUS D z O COMPACTED C7 OJ J � N M C � w SO D z O y r LL r < C i CLASS "A" rn FTl O , / b I; e° > 6. « CONCRETE co C7 � COMPACTED ! '% Q0 C BACKFILL CC) D z O COMPACTED C7 BACKFILL J � N M C � w SO D z O y r LL r < C O C� z o ITl Q I; e° > � D CD D � D z � c 0 3" TOP SOIL COMPACTED ' BACKFILL TERMINAL EDGE PREPARED SUBGRADE -V L 1 6" 4000 PSI CONC. COMPACTED PER SPECIFICATIONS PV-36B NO SCALE 24" F" 18 6x6 10/10 WWM 6" OF COMPACTED GRANULAR FILL CONCRETE PAVEMENT SECTIONS (ALTERNATE) 1 /8 "RADIUS .� 1 �-- FILL WITH JOINT SEALER d /10 J '�-- KEYWAY FORMED BY FASTENING KEY TO FORM KJ KEYWAY JOINT___ / SAWCUT 1/4" CONTROL JOINT D '. D/3 ` CJ CONTROL JOINT JOINT SEALANT -1/2" �1/2" BACKER ROD 1/2" PREFORMED JOINT FILLER NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS AND WALKS. EJ EXPANSION JOINT CONCRETE JOINT DETAILS PV-15 �NOSCA L E `— H A SURFACE 9.5 mm (1 #11 H.A.C. SURFACE) HMA RMEDIATE 12.5 mm PREPARED SUBGRADE (4" #9 H.A.C. BINDER) COMPACTED PER SPECIFICATIONS 9" COMPACTED #53 STONE H HEAVY DUTY SECTION ASPHALT PAVEMENT SECTIONS PV-36A NO SCALE USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS COMBINED CURB AND GU T TER T YPE II NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2" DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UN11L 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE 3" TOP SOIL 6X6 6/6 WIRE MESH _.,._ -_;o 4000 P.S.I. CONCRETE 3" #53 COMPACTED STONE BASE PREPARED SUBGRADE COMPACTED TO 95% STANDARD SUBGRADE DUMPSTER PAD (MI-18 NO SCALE PV-19 NO SCALE 3' -0" 3' -0" 1" 6" SECTION CURB TAPER DETAIL 9" 9" PAINTED STEEL POST FILLED W /CONCRETE PAINTED CONE TOP 6" STEEL POST FILLED W /CONCRETE -� 0 I r!- C) I i� 6" PROFILE PROTECTIVE POST DETAIL NO SCALE 24" O �- PVM'T Co F-T-1 COMPACTED C7 BACKFILL J � N M 0 � w SO D z O y r LL r < C r ^ C� z o 2,500# CONCRETE Q I; e° > 6. 6" PROFILE PROTECTIVE POST DETAIL NO SCALE 24" O �r Co F-T-1 COMPACTED C7 BACKFILL J � N M 0 � w SO D z O y r LL r < C r ^ C� z o �l7 Q O > USE DIMENSIONS FOR LOCAL ROADS ONLY 3" TOP SOIL COMPACTED BACKFILL VARIES (SEE SITE PLAN N N PAVEMENT MARKING -STOP BAR DOUBLE YELLOW PAVEMENT STRIPING LINES DOUBLE SOLID YELLOW LINE PAVEMENT MARKINGS FOR MEDIAN STRIPING SOLID WHITE PAVEMENT STRIPING LINES 4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT TURN LANE AND RIGHT TURN LANE CONFIGURATION, AND PARKING STALLS. PAINTED ISLANDS 4" SOLID WHITE LINE PAVEMENT MARKINGS 4" SOLID 13LUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS TR-4A No scALE 24" 4'-6 4'MIN, 8' MAX V -6' PAINTED CROSSWALKS 4" SOLID WHITE LINE PAVEMEN'- MARKINGS TRAFFIC STRIPING 2' -0" 1" BEVELLED EDGE / #5 REBAR V -6" LONG W/ 3/4" HOLE CAST / — PRECAST CONIC. PARKING BARRIERS (4000 PSI.) �- #5 REBAR V -6" LONG W/ 3/4" HOLE CIST CONCRETE PARKING BUMPER PV-20 NO SCALE USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS COMBINED CURB AND GU T TER TYPE I lI NO SCALE FT -1 NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE O CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2" (!) DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM I o � � zD NO BACKFIWNG OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE N � � ELECTRIC CONDUIT BOLT PROJECTION SPECIFIED BY POLE I POLE BASE, BASE PLATE AND MANUFACTURER BOLT SIZE SPECIFIED BY POLE MANUFACTURER A LARGE POLES SET LEVELING PLATE AND ANCHOR BOLTS PER POLE MANUFACTURER CAP OR TAPE CONDUI 1" BEVEL •i ELECTRIC CONDUIT -- N 4 - #4 REBAR VERT. II` FINISH GRADE W/ #3 REBAR TIES 11 All 7 -� 3000 PSI CONCRETE SPECIFIED BY MANUFACTURER SMALL POLES LIGHT POLE FOUNDATION MHO NO SCALE 0 S 0 0 z � J LU UJ CERTIFIED BY: gaR6Rngp��, �i u1STE%i O 2Ni 10404538 I w STATE OF ' .O; 'lu I#Q S'�vGIAN ?: C��: # #eailo■,itlYi��. Drawn By: M. WAGNER Checked By: K. COLLINS Quality Assurance: T.SCHELLENBERGER Scale: 0 Scale: 1" _ Sheet C202 Date 10-06-06 Project Number 0990488 -10101 J � N M � w SO Q LL q < C� z o Q K11 > W � �LLJ z Q S¢ U CERTIFIED BY: gaR6Rngp��, �i u1STE%i O 2Ni 10404538 I w STATE OF ' .O; 'lu I#Q S'�vGIAN ?: C��: # #eailo■,itlYi��. Drawn By: M. WAGNER Checked By: K. COLLINS Quality Assurance: T.SCHELLENBERGER Scale: 0 Scale: 1" _ Sheet C202 Date 10-06-06 Project Number 0990488 -10101