PLAN Scale: 1:400 [A3] ELEVATION Scale: 1:400 [A3]

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Hester Johnston
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44 3. T T T 36 263 NTILEVER PILE 6. WKINO RIVER TENNE ESS PTHWY PERMNENT WORKS EXLUSION ZONE T T T T T T T T T 6.5 NTILEVER PILE 2 263 EXISTING FRM ESS TRK 35. T T T T T 32.

1 44 3. T T T NTILEVER PILE 6. WKINO RIVER TENNE ESS PTHWY PERMNENT WORKS EXLUSION ZONE T T T T T T T T T 6.5 NTILEVER PILE EXISTING FRM ESS TRK 35. T T T T T NEW PLYMOUTH SL TRNSITION TO W-SETION RRIER 38 4 T T T T T T WINGWLL.2m 4 FREE OR UPSTREM 3. FL = 8.5 RIGE ENTRELINE T T T m 3. m 6. m RO LEVEL UPSTREM EGE OF RIGE 42 PLN m Q = 29.58m 44 PERMNENT WORKS EXLUSION ZONE RIGE ENTRELINE INITIVE MEN FLOW = 23.m FL = 2.7 PPROX. E LEVEL = 2.5m GRE +.59% FL = 5.7m FL = 2.m UPSTREM T T T T T T T NTILEVER PILE SL ROK LEVEL 9. NTILEVER PILE HMILTON ELEVTION :@ :4@ m Plot ate at 2:36:38 p.m. Path S:\Proj\NZ\23\ SH3 wakino Tunnel ypass\home\5 - rawings\() ivil\+uto\4-onsenting design\2_3275._ ridges.dwg 26() ate ISSUE N.E. 24/8/27 ate T. HRRIS N. EGER 24/8/27 G. ENTLEY S SHOWN SOUTHERN RIGE PLN N ELEVTION Scales No.. No (4) 26

2 234 (PPROX EK WITH) 3 [ITIONL.6m WITH FOR SIGHT ISTNE].2m IMUM FREE OR 6x225mm EEP SUPER-T EMS 2.6m RS.5mØ ONRETE PIER EXISTING.8mØ STEEL ENSE ONRETE ORE PILE 8% 8 L x5Ø & 2xØ UTS [PROVISION FOR HORUS FIRE OPTI + 2 SPRE] Q = INITIVE MEN RIVER LEVEL= 23.m PPROX. E LEVEL = 2.5m PILE 5mmØ ORE ONRETE 2.mRS 6x225mm EEP SUPER-T EMS 2.5m RS 5x5mmØ STEEL ENSE ONRETE PILE INTERGRTE WITH mm INSITU EK SL 4 8% 8 L SETION - UTMENT Scale: : [3] TL- 5 ONRETE RRIER 27mm OVE SEL LEVEL PILE 5mmØ ORE ONRETE 2.mRS - PREST ONRETE PNELS [2. x. x 25mm] EXISTING NOTE VOIS PRESENT IN UPPER LIMESTONE PROOF RILL N SE LL PILES FOUN PILES IN LOWER SNSTONES 6.m NOM :5@ :@ 3 SETION - PIER Scale: : [3] PPROX. FL= 5.7m Plot ate at 2:36:52 p.m. Path S:\Proj\NZ\23\ SH3 wakino Tunnel ypass\home\5 - rawings\() ivil\+uto\4-onsenting design\2_3275._ ridges.dwg 262() ate ISSUE N.E. 24/8/27 ate T. HRRIS N. EGER 24/8/27 G. ENTLEY : (3) SOUTHERN RIGE TYPIL SETIONS Scales No.. No (4) 262

3 UTMENT L 39 SL NTILEVER PILE : 5mmØ ORE ONRETE PILES T 2.m RS REFER TYPIL SETION FOR ETILS PREST ONRETE PNELS [ 2.m x.m x 25mm] TL-5 ONRETE RRIER 34 FINISHE SEL LEVEL 33 3m MSSLO WLL 32 PPING EM Q = INITIVE MEN INITIVE MEN TL- 5 TEXS HT RRIER 27mm OVE SEL LEVEL.m WIE x.m EEP PPING EM PILE 5mmØ ORE ONRETE 2.mRS Q = PREST ONRETE PNELS [2.m x.m x 25mm] OMPTE GRNULR FILL PROVIE TENNE ESS PTHWY FULL LENGTH OF WLL [PROVIE SFETY HNRIL IF REQUIRE] VRIES FINISHE SEL LEVEL PVEMENT LYERS SUSOIL RIN PPING EM SL 6.5 NTILEVER PILE 5mmØ ORE ONRETE PILES T 2.m RS REFER TYPIL SETION FOR ETILS REFER NOTE ON ELEVTION 3 47 ELEVTION Scale: : [3] 26 UTMENT L UPSTREM OWNSTREM UTMENT L 47 3.m NOM 3.m UPSTREM 9. NTILEVER PILE 5mmØ ORE ONRETE PILES T 2.m RS REFER TYPIL SETION FOR ETILS TL-5 ONRETE PPROH RRIERS PREST ONRETE PNELS [2.m x.m x 25mm] NOTE VOIS PRESENT IN UPPER LIMESTONE PROOF RILL N SE LL PILES FOUN PILES IN LOWER SNSTONES :5@ :@ 3 :@ :@ 3 Scale: : [3] m 3 FOUNING LEVEL TYPIL SETION: NTILEVER PILE Plot ate at 2:37:8 p.m. Path S:\Proj\NZ\23\ SH3 wakino Tunnel ypass\home\5 - rawings\() ivil\+uto\4-onsenting design\2_3275._ ridges.dwg 263() ate ISSUE N.E. 24/8/27 ELEVTION 2 Scale: : [3] 26 ate T. HRRIS N. EGER 24/8/27 G. ENTLEY S SHOWN ELEVTION 3 Scale: : [3] 26 SOUTHERN RIGE - S TYPIL SETIONS N ELEVTIONS Scales No.. No (4) 263

. SOUR PROTETION RIP RP ON SOUR PROTETION RIP RP ON << SWLE RKS ENT WO PERMN E ION ZON EXLUS SWLE >> 2. 7.

WKINO RIVER FOOTPTH [REFER SHEET 9-92 FOR ETILS] << SWLE PLN 62. SL 74 72 GRE +.

55m PERMNENT WORKS EXLUSION ZONE RIGE ENTRELINE INITIVE MEN FLOW= 23.3m IMPROVEMENT ZONE - SOIL EMENT OLUMNS.

$m. Path S:\Proj\NZ\23\2-3275. SH3 wakino Tunnel ypass\home\5 - rawings\() ivil\+uto\4-onsenting design\2_3275.$

4 . SOUR PROTETION RIP RP ON SOUR PROTETION RIP RP ON << SWLE RKS ENT WO PERMN E ION ZON EXLUS SWLE >> HMILTON NEW PLYMOUTH IMPROVEMENT ZONE. WKINO RIVER FOOTPTH [REFER SHEET 9-92 FOR ETILS] << SWLE PLN 62. SL GRE +.65% << SWLE FREEOR RIPRP PROTETION ON. FL= FOOT PTH Q = 3.55m PERMNENT WORKS EXLUSION ZONE RIGE ENTRELINE INITIVE MEN FLOW= 23.3m IMPROVEMENT ZONE - SOIL EMENT OLUMNS. E LEVEL = 22.m NOM FL = 7.2m RIPRP PROTETION ON 4. LERNE mm.2m FINISHE RO LEVEL 2. ROK LEVEL FL = 7.2m FL= 8.m ELEVTION ate ISSUE N.E. 24/8/27 Hamilton Office m Plot ate at 2:37:39 p.m. Path S:\Proj\NZ\23\ SH3 wakino Tunnel ypass\home\5 - rawings\() ivil\+uto\4-onsenting design\2_3275._ ridges.dwg 265() Private ag 357 NORTHERN RIGE 2 PLN N ELEVTION ate T. HRRIS N. EGER 24/8/27 Scales No.. No. G. ENTLEY S SHOWN (4) 265

5 TL-5 RRIERS RIGE L 75 2 x 9 STNR SINGLE HOLLOW ORE EMS T.83 RS UTMENT WINGWLL RIPRP PROTETION ON.2m FREEOR SETION - UTMENT Scale: : [3] Q = 3.55m INITIVE MEN 23.m = E LEVEL Q = 3.55m.mØ STEEL ENSE ONRETE PILE 2x5Ø UTS [SPRE] ELSTOMERI RUER ERINGS 2xØ UTS HORUS FIRE OPTIS].mØ ONRETE PIER TL- 5 ONRETE RRIER WITH TEXS HT RIL 27mm OVE SEL LEVEL.2mØ STEEL ENSE ONRETE PILE :5@ :@ 3 Plot ate at 2:37:52 p.m. Path S:\Proj\NZ\23\ SH3 wakino Tunnel ypass\home\5 - rawings\() ivil\+uto\4-onsenting design\2_3275._ ridges.dwg 266() ate ISSUE N.E. 24/8/27 SETION - PIER Scale: : [3] ate T. HRRIS N. EGER 24/8/27 G. ENTLEY : (3) NORTHERN RIGE 2 TYPIL SETIONS Scales No.. No (4) 266

HSS14X4X.500 STRINGER (LLV) MODER PROFILE ( STEP STONE ) FACE OF WALL CLOSER BENT C6X8.2 CLOSER BENT C6X8.2 MODER PROFILE ( STEP STONE )

HSS14X4X.500 STRINGER (LLV) MODER PROFILE ( STEP STONE ) FACE OF WALL CLOSER BENT C6X8.2 CLOSER BENT C6X8.2 MODER PROFILE ( STEP STONE ) LXX1 X'# () L3XX1 X'#7 W 3 I. HILTI KTZ 1 SING LINE 1 1 1 3 1 1 EME 1'#1 1 ETIL ( REF.: 1S5. ) PL1 "XX'#55 8 X8. 9 I. 35 1 SING LINE LXX1 X'# () 11 1 ETIL ( REF.: S5. ) 1 EL. SEE PLN ( T.O. LNING ) 5 (HEER