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Home My WebLink AboutC13b Construction Details1.73' REQ'D DESCR1P110N /MATERIAL STOCK. NO. 8.Q6• :6.00' 3.50'• HINGE POST ASSEMBLY, SPUT DESIGN 7098 LATCH POST ASSEM., w /E -M LATCH, SPUT DSGN. 1904 -00 w O d 04 H OLD% 7158 Pli 10.02 06 :.1d COUNTERWEIGHT, 35 POUNDS ITEM NO. REQ'D DESCR1P110N /MATERIAL STOCK. NO. 01 1 HINGE POST ASSEMBLY, SPUT DESIGN 7098 02 1 LATCH POST ASSEM., w /E -M LATCH, SPUT DSGN. 1904 -00 03 1 YOKE ASSEMBLY 2995 -00 04 1 CRASH CABLE ASSEMBLY, 'C' LENGTH 7158 05 1 CRASH TUBE, 'D' LENGTH 1900 -'D' 06 VARIES COUNTERWEIGHT, 35 POUNDS 1907 -06 07 4 COUNTERWEIGHT BOLT SET 3484 -'F' 08 1 CABLE EYE CUSHION 5385 -00 09 AS REQ YELLOW /BLACK TIGER TAPE 2565 -93 N 0 )1 A •4 1' -0" 0 fI k 1 CID 111/../ Jaw !Winn I II 0 PROVIDE CONCRETE SKIM COAT ALL EXPOSED CONCRETE PEDESTALS TO MATCH BASE BUILDING A T ALL P S DES PIERS CONC. CURBING CONCRETE ROADWAY (NO ASPHALT) IF C7 0 VARIES SEE PLAN 0 J 00 0 I p N 0 HYD. BOX COVER HYD. CYLINDER (STOCK CO2468 -34) 3" PIPE SLEEVE PROVIDED CD Ir r opr t 1► 1f 11" 0 1!1 CD 2' -0" SECTION "A -A" 2 -0" 4' -0" OUTER CORE: 12 -#5 REBARS, #3 TIES 0 8" O.C. FACE OF CURB BELOW LATCH PIN ASSEMBLY (STOCK B01947 -01) CONCRETE PIER NOTES: 1. BOTH SIDES OF CONCRETE PIER ARE IDENTICAL WITH ONE EXCEPTION, THEY HAVE DIFFERENT HEIGHTS AS SHOWN. 2. SECTION 'A -A' IS IDENTICAL, EXCEPT ON THE RIGHT HAND FOUNDATION. REBARS SHOULD ACCOMODATE HYDRAUUC BOX. 2- 3/4" CONDUITS FOR SPACE HEATER AND MAGNALOCK 12" SO. x 1/4" THK. Sit PLATE W/ 4- 1 "0 HOLES FOR MOUNTING. EMBED POST TO A SUBBASE VARIES SEE SITE PLAN THESE 12 REBARS EXTEND UP OUT OF SPREAD FOOTING TO ALLOW THE SECOND PART OF 1HE FOUNDATION TO BE TIED INTO FOOTING EXPANSION OR EPDXY TYPE ANCHORS REBAR (TYP.) BARRIER GATE DETAIL (CABLE CRASH BEAM BARRIER) NOTE: 1. BARRIER GATES AND GATE CONTROL UNITS SUPPLIED BY OWNER AND INSTALLED BY G.C.. 2. PATAPSCO PEDESTALS ARE SUPPLIED BY OWNER AND INSTALLED BY ELECTRICIAN. 3. G.C. TO COORDINATE WITH OWNER. SEE SPECIFICATIONS FOR SCHEDULE AND LIST OF RESPONSIBILITIES. 4. BARRIER GATE CONCRETE PIERS MUST BE AT SAME ELEVATION FOR PROPER OPERATION. G.C. TO COORDINATE WITH CIVIL ENGINEER. PATAPSCO PEDESTAL 12' -0" OPTIMUM; 1O' -0" MIN. FROM CORRESPONDING GATE OR BARRIER W/ 3' -6" ANTENNA CLEAR AREA SHOWN DASHED (TYP. OF 2) PUBLIC SIDE ENTRANCE LOOP SENSOR CONCRETE PAVING GATES; NO ASPHALT KNOX BOX MOUNTED ON TS 3X3 STEEL POST 48" TO BOTTOM OF BOX; SEE DETAIL C14 ADJACENT QUIK BRIK SITE WALL WITH PILASTERS; SEE DETAIL ON STRUCT. DWGS. 9.12' 0 FACE OF CURB BELOW 24" MIN. CLR. REQ'D. 18.20' 14.73' 6,00' 1 3:50' 0 H C) w 31.35' 26.12' $.00' HINGE NOTE 3 9.00' 2.40' 3 INVENTORY CONTROL ISLAND WIP LOT PILLOW BLOCK 2 REQ'D. STOCK D01900 -10 HINGE END TOP PLATE STOCK CO3155 -00 HYDRAUUC POWER UNIT IMMEDIATELY BEHIND BARRIER HINGE POST AT SINGLE GATES; SEE PLANS FOR LOCATION OF POWER UNIT AT DOUBLE GATES SECTNO BEWARE OF CURBING IN COUNTER WEIGHT SWING AREA SEE ELECTRICAL DWGS. HYDRAULIC HOSES PVC PIPE SEE ELECTRICAL DWGS. ADJACENT QUIK BRIK SITE WALL WITH PILASTERS; SEE DETAIL ON STRUCT. DWGS POWER UNIT ON CONC. PAD HYDRAULIC CABLE CRASH BEAM BARRIER; SEE C14 SCORED JOINT ±1O' --0" O.C. (TYP) EXIT LOOP SENSOR ENTRANCE LOOP SENSOR WIP SIDE PATAPSCO PEDESTAL 12' -0" OPTIMUM; 1O' -0" MIN. FROM CORRESPONDING GATE OR BARRIER W/ 3' -6" ANTENNA CLEAR AREA SHOWN DASHED (TYP. OF 2) 2' -0" REF. SECTION "B -B" A, NOTES: 1. LATCH POST EQUIPPED WITH MANUAL LATCH PIN. PADLOCK BY OWNER. 2. HYDRAUUC CYLINDER BAY EQUIPPED WITH SPACE HEATER. RATING: 180 -200 WATTS 120 VAC. 3. HINGE Q IS NOT ON THE HINGE POST BOLLARD CENTERLINE! 4. ALL INQUIRIES REGARDING BAR GATES (CRASH RATED CABLE BEAM BARRIER) SHALL BE DIRECTED TO: MR. JON CUNCKLEMAN t� DELTA SCIENTIFIC CORPORATION 7902 A HILL PARK COURT LORTON, VA 22079 PHONE: 703-541-9114 5. APPLY SKIM COAT OVER ALL EXPOSED CONC.-COLOR TO MATCH NATURAL CONC. 6. THERE IS TO BE NO CROSS SLOPE IN THE PARALLEL DIRECTION TO THE DELTA GATE. 7. CONCRETE POSTS MUST BE CAST WITHOUT TORQUE OR PLUMBNESS DIFFERENCE. 8. GC TO VERIFY THE DIFFERENCE IN ELEVATION HINGE POST TO THE LATCH PRIOR TO CASTING POST CONCRETE. SECTION. NOTE: 1. BARRIER GATES AND GATE CONTROL UNITS SUPPLIED BY OWNER AND INSTALLED BY G.C.. 2. PATAPSCO PEDESTALS ARE SUPPLIED BY OWNER AND INSTALLED BY ELECTRICIAN. 3. G.C. TO COORDINATE WITH OWNER. SEE SPECIFICATIONS FOR SCHEDULE AND LIST OF RESPONSIBILITIES. 4. BARRIER GATE CONCRETE PIERS MUST BE AT SAME ELEVATION FOR PROPER OPERATION. G.C. TO COORDINATE WITH CIVIL ENGINEER. EXIT LOOP SENSOR SCORED JOINT ±10' -0" O.C. (TYP.) ENTRANCE LOOP SENSOR SALES SIDE EXIT LOOP SENSOR HYDRAULIC CABLE CRASH BEAM BARRIER; SEE THIS SHEET SCORED JOINT ±1O' -O" O.C. (TYP.) CONCRETE PAVING GATES; NO ASPHALT POWER UNIT ON CONC. PAD 0 co POWER UNIT ON CONC. PAD PATAPSCO PEDESTAL 12' -0" OPTIMUM; 1O' -0" MIN. FROM CORRESPONDING GATE OR BARRIER W/ 3' -6" ANTENNA CLEAR AREA SHOWN DASHED (TYP. OF 2) INVENTORY CONTROL ISLAND SALES LOT KNOX BOX MOUNTED ON TS 3X3 STEEL POST 48" TO BOTTOM OF BOX; SEE DETAIL C14 2.23' ADJACENT QUIK BRIK SITE WALL; SEE DETAIL ON STRUCT. DWGS. yr to 13.80' 9.27' 3.50' L .10.02' 00 ci 6.00! HOL 3.50' 00 co 0 13.80' 4 4 -7 00' w co 1.75' N 8.94' SALES SIDE 3.00' 5.50' N) HYDRAULIC CABLE CRASH BEAM BARRIER; SEE THIS SHEET KNOX BOX MOUNTED ON TS 3 x 3 STEEL POST 48" TO BOTTOM OF BOX; SEE DETAIL C14 PATAPSCO PEDESTAL 12' -0" OPTIMUM; 10' -0" MIN. FROM CORRESPONDING GATE OR BARRIER W/ 3' -6" ANTENNA CLEAR AREA SHOWN DASHED (TYP. OF 2) PUBLIC SIDE CONCRETE PAVING GATES; NO ASPHALT 4 4• 5.50' a d' 4 d 3.00' PRESENTATION SIDE INVENTORY CONTROL ISLAND PRESENTATION NES ENTRANCE LOOP SENSOR NOTE: 1. BARRIER GATES AND GATE CONTROL UNITS SUPPLIED BY OWNER AND INSTALLED BY G.C.. 2. PATAPSCO PEDESTALS ARE SUPPLIED BY OWNER AND INSTALLED BY ELECTRICIAN. 3. G.C. TO COORDINATE WITH OWNER. SEE SPECIFICATIONS FOR SCHEDULE AND LIST OF RESPONSIBILITIES. 4. BARRIER GATE CONCRETE PIERS MUST BE AT SAME ELEVATION FOR PROPER OPERATION. G.C. TO COORDINATE WITH CIVIL ENGINEER. ENTRANCE LOOP SENSOR PATAPSCO PEDESTAL 12' -0" OPTIMUM; 10' -0" MIN. FROM CORRESPONDING GATE OR BARRIER W/ 3' -6" ANTENNA CLEAR AREA SHOWN DASHED (TYP. OF 2) EXIT LOOP SENSOR HYDRAULIC CABLE CRASH BEAM BARRIER; SEE THIS SHEET GUARD RAIL; SEE DETAIL C13 (TYP) SCORED JOINT ±1O' -0" O.C. (TYP) ADJACENT SERVICE BUILDING ENTRANCE LOOP SENSOR REV. NO n O O C L i 0 W L._ Imo IS N I C �"a Q) :j- i z o 0 s0 to C) LU 0 E_ o IIIII 2 r al 41" 2 c c le 0 C N.�1NI O CN (0 �0 o• 1 No. 110000418: STATE OF ip ''''S�ON,A, 9 kir- RELEASED FOR CONSTRUCTION APPROVAL REVISIONS DATE 9/9/03 9/25/03 10/02/03 1 1 1 1 1 0 1- D LL I E-- PROJECT NO DATE SHEET TITLE CONSTRUCTION DETAILS SHEET NO DESCRIPTION CHANGE BULLETIN 4 CHANGE BULLETIN 3 CHANGE BULLETIN 4 MID- STATES Job Number. 121 -5345 O z 0 o U 0 N z F- (f) 0 cn z Z 0 D o I- QQ =Io E- X N x8I` 2 o U A rno Ud• 20- 01024.02 May 8, 2003 C13b of 15