FOOTBRIDGE ELEVATION SCALE 1:100

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Edwin Ferguson
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1 OVERALL BRIDGE LENGTH DAIRY FLAT HIGHWAY END STEEL HANDRAIL BOTH SIDES 20 CURTAIN WALL CURTAIN WALL D1 RL.m A 2 B E1 RL.7m E 1% LONGITUDINAL GRADE E12 E11 E1 STEEL HANDRAIL BOTH SIDES 4 E14 OTEHA VALLEY / RL 9.90m 0.01 AEP FLOOD LEVEL RL 9.6m 4 INFLUENCE ZONE EXISTING PUBLIC WW PIPE TO BE BRIDGED IN ACCORDANCE WITH WATERCARE APPROVAL 00 MIN. CLEAR SEPARATION IN ACCORDANCE WITH WATERCARE WORKSOVER REQUIREMENTS CONTRACTOR TO CONFIRM ONSITE E A 600 W x 900 D CONCRETE ABUTMENT 600mm Ø REINFORCED CONCRETE PILES EMBEDDED 2.0m INTO UNDERLYING ROCK STRATA 700mm DEEP DOUBLE TEE PRECAST CONCRETE BEAM PLANK LENGTH = 19.0m E11 B EXISTING GROUND LEVEL TIMBER POLE ABUTMENT RETAINING WALL 600 W x 900 D CONCRETE ABUTMENT E1 D1 0.1 AEP FLOOD LEVEL RL.6m 600mm Ø REINFORCED CONCRETE PILES EMBEDDED 2.0m INTO UNDERLYING ROCK STRATA INFERRED INTERFACE WITH COMPETENT GROUND ALL EXISTING SERVICES TO BE ACCURATELY LOCATED ONSITE, UNDER SUPERVISION WHERE REQUIRED, PRIOR TO SITE WORKS COMMENCING 1 FOOTBRIDGE ELEVATION SCALE 1:0 CONSTRUCTION ISSUE B.N P.J I.H DEC FOR BUILDING CONSENT B.N P.J I.H SEPT 2017 No. Revision Chk. Appd. Date Ph: vert. exag. A PROPOSED ELEVATION

2 WING WALL SLOPE 20 7mm x 600mm LONG upvc DUCT WITH DRAW WIRE FOR FUTURE SERVICES DUCT TO BE BLANK CAP SEALED AT EITHER END 700mm DEEP PRECAST CONCRETE DOUBLE TEE UNIT C REFER TYPICAL SEALANT DETAIL D 2HD16 'L' BARS, LAPPING 00 WITH CURTAIN WALL STEEL 2HD16 'L' BARS, LAPPING 00 WITH CURTAIN WALL STEEL 00mm LOND LINK BARS RB16 WITH FLANGE NUTS TO EITHER ENDS 200mm WIDE x 0mm LONG 20mm THK. IRHD60 ELASTOMERIC BEARING PAD 2HD16 SHORTS HR12 CRS. HD16 20 CRS. MAX. BOTH FACES HR12 CRS 2HD16 SHORTS 20 THK. SIDE WING WALL BEYOND 700mm DEEP PRECAST CONCRETE DOUBLE TEE UNIT 2HD16 BARS HR12 CRS. 20mm THK. IRHD60 ELASTOMERIC BEARING PAD 4HD16 BARS WITH HOOKS BOTH ENDS, TOP. HR12 CRS. HD16 FACE 20 CRS. MAX. WITH HOOKS BOTH ENDS, BOTH FACES c TYP. U.N.O. 7c ROUGHEN TO mm D12 BARS WITH 600 CRS. LAP 600 WITH MESH PROPOSED mm THICK 20MPA BROOM FINISHED CONCRETE FOOTPATH WITH 66 MESH (0mm TOP COVER), BLACK OXIDE (4Kg/m³), OVER 0mm DEPTH OF COMPACTED GAP40 HARDFILL REFER AE16 7mm x 600mm LONG upvc DUCT WITH DRAW WIRE FOR FUTURE SERVICES DUCT TO BE BLANK CAP SEALED AT EITHER END 1460 E E C 1460 HD16 BARS TOP & BOT. 600W x 900D 40 MPa CONCRETE ABUTMENT 600 mm Ø REINFORCED 40 MPa CONCRETE PILE CAST IN SITU MIN EMBEDMENT 2000mm INTO UNDERLYING COMPETENT ROCK STRATA D 600mm WIDE 40 MPa CONCRETE ABUTMENT CAST INSITU HD16 BARS WITH HOOKS BOTH ENDS, BOT. CC c ABUTMENT 600 mm Ø REINFORCED 40 MPa CONCRETE PILE CAST IN SITU MIN EMBEDMENT 2000mm INTO UNDERLYING COMPETENT ROCK STRATA 7c MIN. AA 2920 ABUTMENT ELEVATION 600mm Ø REINFORCED 40 MPa CONCRETE PILE CAST INSITU, HR 12 PITCH 6HD20 VERT. BARS WITH 600 RETURNS HD16 'L' BARS, NEAR SIDE & FAR SIDE, LAPPING 00 WITH CURTAIN WALL BARS HR12 mm CRS. MAX. 2HD16 SHORTS 2HD16 SHORTS 1 KEY FIRST ABUTMENT POUR SECOND ABUTMENT POUR SIKAFLEX CONSTRUCTION GRAY SIKAFLEX PRIMER N BOND BREAKING TAPE EE PILE DD WING WALL ELEVATION TYPICAL SEALANT DETAIL CONSTRUCTION ISSUE B.N P.J I.H DEC 2017 ABUTMENT DETAILS TENDER ISSUE B.N P.J I.H SEPT 2017 A No. Revision Chk. Appd. Date Ph: vert. exag. E

APPROXIMATE PROPERTIES DESIGN LIVE LOAD = 4 KPa 700TT PLANK AREA = 0.76 m² WEIGHT = 14.00 KN/m (140 kg/m) GALV.STEEL HANDRAIL, TYP. BOTH SIDES 2400 DECK WIDTH PLANK LENGTH = 19.

3 APPROXIMATE PROPERTIES DESIGN LIVE LOAD = 4 KPa 700TT PLANK AREA = 0.76 m² WEIGHT = KN/m (140 kg/m) GALV.STEEL HANDRAIL, TYP. BOTH SIDES 2400 DECK WIDTH PLANK LENGTH = 19.0 m PLANK WEIGHT = 2000 kg PLANK TO BE DESIGNED TO ENSURE PEDESTRIAN INDUCED VIBRATION TO KEPT TO A MINIMUM E17 CUSTOM 700mm DEEP DOUBLE TEE STRESSCRETE PRECAST CONCRETE BEAM BROOM FINISH TOP SURFACE RL.70 (EASTERN END) mm Ø OD CONDUIT BB TYPICAL FOOTBRIDGE CROSS 0.01 AEP FLOOD LEVEL (RL 9.6) CONSTRUCTION ISSUE B.N P.J I.H DEC 2017 TYPICAL FOOTBRIDGE CROSS TENDER ISSUE B.N P.J I.H SEPT 2017 A No. Revision Chk. Appd. Date Ph: vert. exag. E11

4 0 MAX 1 mm Ø DRAINHOLE PLACED CENTRALLY IN UNDERSIDE OF TOP RAIL (DRILLED PRIOR TO GALVANISING) EX 12 x 76 x RHS 2.9 m LONG EX 20 mm DIAMETER BARS 1.2 m mm CRS. EX 0 x 0 x 6 RHS 1.7m m 2.4 m CRS. EX 60 x 12 FLAT BAR 2.2m LONG MAX BOLTS TO HANDRAIL FIXINGS TO BE GALVANISED CUSTOM 700mm DEEP DOUBLE TEE STRESSCRETE PRECAST CONCRETE BEAM TYPICAL HANDRAIL ELEVATION CONSTRUCTION ISSUE B.N P.J I.H DEC 2017 TYPICAL HANDRAIL ELEVATION TENDER ISSUE B.N P.J I.H SEPT 2017 A No. Revision Chk. Appd. Date Ph: vert. exag. E12

5 2400 CRS 6 E16 0 MAX 1 mm Ø DRAINHOLE PLACED CENTRALLY IN UNDERSIDE OF TOP RAIL (DRILLED PRIOR TO GALVANISING) E1 EX 12 x 76 x RHS 2.9 m LONG EX 20 mm DIAMETER BARS 1.2 m mm CRS. EX 0 x 0 x 6 RHS 1.7m m 2.4 m CRS. 700 EX 60 x 12 FLAT BAR 2.2m LONG 0 MAX BOLTS TO HANDRAIL FIXINGS TO BE GALVANISED CUSTOM 700mm DEEP DOUBLE TEE STRESSCRETE PRECAST CONCRETE BEAM TYPICAL HANDRAIL AT ABUTMENT ELEVATION CONSTRUCTION ISSUE B.N P.J I.H DEC 2017 TYPICAL HANDRAIL AT ABUTMENT ELEVATION TENDER ISSUE B.N P.J I.H SEPT 2017 A No. Revision Chk. Appd. Date Ph: vert. exag. E1

6 EX 12 x 76 x RHS 2.9 m LONG E1 1 mm Ø DRAINHOLE PLACED CENTRALLY IN UNDERSIDE OF TOP RAIL (DRILLED PRIOR TO GALVANISING) 0 MAX E1 EX 20 mm DIAMETER BARS 1.2 m mm CRS. EX 0 x 0 x 6 RHS 1.7m m 2.4 m CRS. EX 60 x 12 FLAT BAR 2.2m LONG GROUT BOLTS TO HANDRAIL FIXINGS TO BE GALVANISED 400mmØ CONCRETE FOOTING w/ 4/D12 VERTICAL BARS w/ R6 00mm CRS TYPICAL TERMINATING HANDRAIL ELEVATION CONSTRUCTION ISSUE B.N P.J I.H DEC 2017 TYPICAL HANDRAIL TERMINATING ELEVATION TENDER ISSUE B.N P.J I.H SEPT 2017 A No. Revision Chk. Appd. Date Ph: vert. exag. E14

7 EX 12 x 76 x RHS TOP RAIL 22mmØ HOLES 14 1mmØ x SLOTTED HOLE EX 7 x 0 x 16 FLAT BAR EX 10 x 10 x 12 FLAT BAR mm END PLATES EX 0 x 0 x 6 SHS mm Ø x 20 SLOTTED HOLE 1 40 EX 0 x 0 x 6 RHS EX 10 x 10 x 12 FLAT BAR 1mm Ø x 2 SLOTTED HOLES H H 0 x 0 x 6 RHS GG F EX 60 x 12 FLAT BAR BOT. RAIL EX 7 x 0 x 16 FLAT BAR G G mm BASE PLATE WITH 4T16160 GALV. TRUBOLTS, WASHERS, SPRING WASHERS & NUTS F 90~ GROUT ~ 22 HH 4M16 GALV. TRUBOLTS T16160 EX 0 x 0 x 6 RHS 22 x 260 BASE PLATE FF Ø x 600mm DEEP 20 MPa CONC. FOOTING R6 200 CRS. J J 7c 4D12 VERT. BARS 4/D12 VERT. BARS R6 200 CRS. 400Ø x 600mm DEEP 20 MPa CONC. FOOTING E1 HANDRAIL POST DETAIL JJ CONSTRUCTION ISSUE B.N P.J I.H DEC 2017 HANDRAIL DETAILS SHEET 1 OF TENDER ISSUE B.N P.J I.H SEPT 2017 A No. Revision Chk. Appd. Date Ph: vert. exag. E1

8 EX 12 x 76 x RHS TOP RAIL 9 9 M20 GR4.6 COACH BOLT mm LONG WITH NUT, FLAT WASHER AND SPRING WASHER N EX 12 x 76 x RHS TOP RAIL 22mmØ x 40 SLOTTED HOLE EX 20 x 10 x FLAT BAR 20 L L EX 12 x 76 x RHS TOP RAIL EX 0 x 0 x 6 RHS M M EX 20 x 10 x 12 FLAT BAR EX 0 x 0 x 6 SHS 1.67 m LONG EX 60 x 12 FLAT BAR BOT. RAIL EX 7 x 0 x 16 FLAT BAR 7 EX 20 x 10 x 12 FLAT BAR mmø VENT HOLES IN DIAGONALLY OPPOSITE CORNERS 40 MM EX 7 x 0 x 16 FLAT BAR EX 0 x 0 x 6 RHS M16 BOLTS G. TOP AND BOTTOM 7 0 MAX 12 20x1 mm SLOTTED Ø HOLE EX 60 x 12 FLAT BAR BOT. RAIL EX 60 x 12 FLAT BAR BOT. RAIL EX 7 x 0 x 16 FLAT BAR 41 mm Ø HOLES EX 7 x 0 x 16 FLAT BAR EX 0 x 0 x 6 SHS 1.67 m LONG M16 x 0 mm GRADE. GALVANIZED BOLT WITH M16 GALVANIZED SPRING WITH PLAIN WASHERS AND M16 NUT LL EX x x GALVANIZED EA 220 mm LONG K K EX x x GALVANIZED EA 220 mm LONG N EX 0 x 0 x 6 RHS 6 E1 TYPICAL HANDRAIL POST DETAIL NN HANDRAIL POST SIDE VIEW 7 E1 KK CONSTRUCTION ISSUE B.N P.J I.H DEC 2017 HANDRAIL DETAILS SHEET 2 OF TENDER ISSUE B.N P.J I.H SEPT 2017 A No. Revision Chk. Appd. Date Ph: vert. exag. E16

9 A EX 0 x 0 x 6 SHS GALVANISED HANDRAIL BARRIER UPRIGHT 2/M16 x 0 mm GRADE. GALVANIZED BOLTS WITH M16 GALVANIZED SPRING AND PLAIN WASHERS 40 0 REID TIM16x7 GALVANIZED THREADED INSERT WITH HR x 70 mm CROSS HOLE HANGER BAR (OMITTED FOR CLARITY REFER DETAIL 1) EX 0 x 0 x EA 10 mm LONG TO BE FIXED TO BACK OF FOUR THREADED INSERTS TO MATCH HANDRAIL BARRIER BOLT HOLE LOCATION 0x0x EA FAR SIDE REID TIM16 x 7 GALVANIZED THREADED INSERT EX 0 x 0 x 6 SHS GALVANISED HANDRAIL BARRIER UPRIGHT M16 x 0 mm GRADE. GALVANIZED BOLT WITH M16 GALVANIZED SPRING AND PLAIN WASHER mm CHAMFER IN DOUBLE TEE BEAM AT CLEAT LOCATIONS 1 mm CHAMFER IN DOUBLE TEE BEAM AT CLEAT LOCATIONS EX x x GALVANIZED EA 220mm LONG 0 2/M16 x 0 mm GRADE. GALVANIZED BOLTS WITH M16 GALVANIZED SPRING AND PLAIN WASHERS EX x x GALVANIZED EA 220mm LONG 220 M16 x 0 mm GRADE. GALVANIZED BOLT WITH M16 GALVANIZED SPRING AND PLAIN WASHER A 7 E11 POST BASE DETAIL AA POST BASE DETAIL 4 10 MIN 6 1 HR 70 mm LONG HANGER BAR DETAIL CONSTRUCTION ISSUE B.N P.J I.H DEC 2017 HANDRAIL DETAILS SHEET OF TENDER ISSUE B.N P.J I.H SEPT 2017 A No. Revision Chk. Appd. Date Ph: vert. exag. E17

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