' ustom corner pile by Skyline Steel ' SKZ sheet piles by SKYLINL, installed as per manufacturers recommendations ' ' " ' " ' Mx0 6 steel 6' 9'0" 9' ' ' New Ø precast xisting bridge to be xisting pile to be or cut below existing seabed XIING PLTFORM XIING RIG '0" min '0" min ' '0" xisting concrete slab to be xisting sheet piles to be Pile capacity shall be 60ton (.6kN). Use marine grade piles w/ corrosion inhibiting admixture. ackfill with limestone 6 layers to min. 9% dry density " thk R Footing 9' New Ø precast concrete pile below P ("x") '0" apping beam all around xisting sheet piles to be # M 6 Grade threaded bar ( "Ø) spaced as shown (TYP) w/ double corrosion protection (P) ' Outside face of new sheet pile 6' 9'0" 9' ' P ("x") P ("x") P ("x") 6 P (x") P (x") P ("x") P ("x") P ("x") P ("x") P ("x"). Levels and dimensions shown are to be verified on site.. Provide a minimum of " cover for R slab & " for precast beam & capping beam reinforcement.. oncrete shall achieve its day compressive strength and have a maximum water/cement ratio as ' Structural member w/c day strength. R slab, precast & capping beams 0.0 psi (based on cylinder strength). ground bearing slabs 0.0 psi (based on cylinder strength). Reinforcing steel shall be new deformed bars in accordance with M 6. ll bars to be grade 60. PIL LYOUT PLN /"= Outside face of new sheet pile reakout undermined section of existing slab and reconstruct as per section details VIF XIING UTMNT 6'" Improve concrete abutment to allow for connection of precast beams. Remove loose damaged sections and recast as necessary. Use epoxy coated rebar and HILTI HITR 00 epoxy adhesive to dowel new concrete to existing solid abutment RMP FRMING PLN /"= Improve concrete abutment to allow for connection of precast beams. Remove loose damaged sections and recast as necessary. Use epoxy coated rebar and HILTI HITR 00 epoxy adhesive to dowel new concrete to existing solid abutment # M 6 Grade threaded bar ( "Ø) spaced as shown (TYP) w/ double corrosion protection (P) 0ft0ft (verify on site) ' Road slope 6'" 0ft (verify on site) SKZ sheet piles by SKYLINL, installed as per manufacturers recommendations. Top of pile to be at required elevation to retain fill under road slab Mx0 6 steel nd of sheet piles to be verified on site. apping beam to extend into existing rock/concrete shoreline, see section / xisting curb FOR ONRUTION 0 JJ 00 GP ONRUTION PRLIMINRY TI PORTS UTHORITY GRN TURK TURKS N IOS ISLNS RHITT: MIN ONTRTOR: P.O. ox, Providenciales, Turks & aicos Islands, WI. RORO RMP GRN TURK TURKS & IOS ISLNS RWING TITL: GNRL RRNGMNT PLN PIL LYOUT PLN RMP FRMING PLN T: RWING : RWN: PPROV: TUS SL: 00 GP H S SHOWN 00 ONRUTION
' '" 9 9'0" 9' '0" THK GS w/ #@ Oc 9' ton " cleat by Pacific Marine (L, M Grade 6) w/ oal Tar poxy Mid / Top oats, FT 0 um. () M x 0L anchor bolt (M F Grade ) w/ plate washer 90 x 90 x 0L M 6. ll hardware hot dip galvanized to M 6' #@ T. Levels and dimensions shown are to be verified on site.. Provide a minimum of " cover for R slab & " for precast beam & capping beam reinforcement.. oncrete shall achieve its day compressive strength and have a maximum water/cement ratio as ' #@ T THK R slab #@ Structural member w/c day strength. R slab, precast & capping beams 0.0 psi (based on cylinder strength). ground bearing slabs 0.0 psi (based on cylinder strength). Reinforcing steel shall be new deformed bars in accordance with M 6. ll bars to be grade 60. ' '" #@ 0 JJ FOR ONRUTION RORO RMP PLN /"= TI PORTS UTHORITY GRN TURK TURKS N IOS ISLNS RHITT: MIN ONTRTOR: P.O. ox, Providenciales, Turks & aicos Islands, WI. RORO RMP GRN TURK TURKS & IOS ISLNS RWING TITL: GNRL RRNGMNT PLN RORO RMP PLN T: RWING : RWN: PPROV: TUS SL: 00 GP H S SHOWN 0 FOR ONRUTION 00 GP PRLIMINRY ONRUTION
6' ' ' 9'0" 9' THK R slab THK GS w/ #@ Oc T.O. Slab L. same as existing concrete road/abutment P (x") '0" '0".O. apping beam L. VIF L. +0'0" '0" min New Ø precast ackfill with limestone 6 layers to min. 9% dry density '0" min Nonwoven geotextile '0" min T.O. xisting grade L. VIF T.O. New grade L. 0'0" redge to achieve 0'0" depth STION /"= ' THK R slab P ("x") T.O. Slab L. same as existing concrete road/abutment Formworks fixed to beam during construction of R slab (by contractor) L. +0'0". Levels and dimension shown is to be verified on site.. Provide a minimum of " cover for R slab & " for precast beam & capping beam reinforcement.. oncrete shall achieve its day compressive strength and have a maximum water/cement ratio as New Ø precast T.O. New grade L. VRIS Structural member w/c day strength. R slab, precast & capping beams 0. psi (based on cylinder strength). ground bearing slabs 0. psi (based on cylinder strength). Reinforcing steel shall be new deformed bars in accordance with M 6. ll bars to be grade 60. 0 JJ FOR ONRUTION STION /"= FOR ONRUTION 00 GP PRLIMINRY TI PORTS UTHORITY GRN TURK TURKS N IOS ISLNS RHITT: MIN ONTRTOR: P.O. ox, Providenciales, Turks & aicos Islands, WI. RORO RMP GRN TURK TURKS & IOS ISLNS RWING TITL: RMP STIONS T: RWING : RWN: PPROV: TUS SL: 00 GP H S SHOWN ONRUTION
Provide additional ton rock armour to strengthen breakwater as required Varies (min. 6'" to match existing) ackfill to required level with limestone quarry compacted in 6 layers to min. 9% dry density THK GS w/ #@ Oc confirmed on site, drop kerb at low point to allow for drainage THK R slab w/ #@ Oc Varies, V.I.F Precast beams beyond confirmed on site Varies '0" to (V.I.F) ()# #@ #@ main bars around perimeter w/ #@ links ()# #@ apping beam R edge beam to prevent undermining of slab. eam to be keyed into existing solid rock/concrete breakwater xisting solid rock/concrete breakwater Nonwoven geotextile L. +0'0" ackfill with limestone quarry compacted in 6 layers to min. 9% dry density TRNSITION STION OF PPROH RO STION Nonwoven geotextile Provide additional ton rock armour to strengthen breakwater as required To match existing (min. 6'") '0" min THK GS w/ #@ Oc confirmed on site, drop kerb at low point to allow for drainage ()# #@ ()# #@ xisting ground ackfill to required level with limestone quarry compacted in 6 layers to min. 9% dry density Nonwoven geotextile " " ON N OF PPROH RO STION TI PORTS UTHORITY GRN TURK TRUKS N IOS ISLNS RHITT: MIN ONTRTOR: P.O. ox, Providenciales, Turks & aicos Islands, WI. LN SI OF PPROH RO STION RORO RMP GRN TURK TURKS & IOS ISLNS RWING TITL: RMP STIONS T: RWING : RWN: PPROV: TUS SL: 0 JJ H S SHOWN FOR ONRUTION /0/ JJ FOR ONRUTION ONRUTION
'" (6)# Ubar P (x") '" '" (6)# Ubar P (x") L L/ L/ '" '" '" '" " Second pour concrete '" #@ P ("x") Second pour concrete #@ " ()# lifting bar ()# lifting bar GL #@ Oc links as dowel bar to slab ()# #@ Oc links as dowel bar to slab ()# '" P ("x") ()#@ Oc links '" ()# #@ Oc links #@ #@ #@ Oc links #@ #@ TYPIL PR M LIFTING TIL Second pour concrete " " '" ' ()# #@ Oc links P (x") Scabble surface prior to second pour concrete ()#6 #@ Oc links P (x") (6)# dowel Ubar Scabble surface prior to second pour concrete ()#6 ()# lifting bar in xx." recess. Steel to be cut after the beam is in its final position and grout recess in slab. P (x") Ø precast concrete pile (by contractor) w/ ()# full length w/ #@ Oc links Ø precast concrete pile (by contractor) w/ ()# full length w/ #@ Oc links " Top of beam VIW VIW VIW VIW VIW VIW ()# lifting bar. See section for detail " " VIW PR M TO PIL TIL PR M TO PR M TIL PR M TO PR NTR M TIL PR M LIFTING R TIL "= Second pour concrete Scabble surface of existing concrete to be kept Top of slab P ("x") #@ Oc around capping beam #@ Oc links as dowel bar to beam Improve concrete abutment to allow for connection of precast beams. Remove loose damaged sections and recast as necessary. Use epoxy coated rebar and HILTI HITR 00 epoxy adhesive to dowel new concrete to existing solid abutment 6 #@ Oc links. Provide " min cover to reinf. reate hole locally in pile to allow link to be continuous. SKZ sheet pile by SKYLINL PR M TO FOOTING TIL Mx0 6 steel " '0" #@ Oc top & bottom #@ Oc links ackfill with limestone layers to 9% dry density # M 6 Grade threaded bar ( "Ø) to SKYLINL for bar PR M TO UTMNT TIL #@ Oc xisting reinforcement If reinforcement not present, provide #@ Ubar drilled & fixed to existing abutment with HILTI HITR 00 epoxy adhesive min. embedment. '0" '0" '" " " P ("x") ompacted limestone quarry fill apping beam SKZ sheet pile by SKYLINL THK GS w/ #@ Oc top & bottom each way Threaded bar in longitudinal direction. See plan for layout # M 6 Grade threaded bar ( "Ø) to SKYLINL for bar " "= TI PORTS UTHORITY GRN TURK TURKS N IOS ISLNS '" STION THROUGH PPING M T RMP N RHITT: '0" #@ Oc links. Provide " min cover to reinf. reate hole locally in pile to allow link to be continuous. #@ Oc around beam Mx0 6 steel SKZ sheet pile by SKYLINL, installed as per manufacturers recommendations THK GS w/ #@ Oc top & bottom each way Threaded bar in transverse direction. See plan for layout # M 6 Grade threaded bar ( "Ø) to SKYLINL for bar 9 " MIN ONTRTOR: STION THROUGH PPING M "= VRIS '" VRIS ton " cleat by Pacific Marine (L, M Grade 6) w/ oal Tar poxy Mid / Top oats, FT 0 um. #@ Oc links. Provide " min cover to reinf. reate hole locally in pile to allow link to be continuous. #@ Oc around beam Mx0 6 steel SKZ sheet pile by SKYLINL, installed as per manufacturers recommendations P.O. ox, Providenciales, Turks & aicos Islands, WI. RORO RMP GRN TURK TURKS & IOS ISLNS RWING TITL: R TILS T: RWING : RWN: PPROV: TUS SL: 00 GP H S SHOWN FOR ONRUTION 0 JJ ONRUTION 00 GP PRLIMINRY PRLIMINRY