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Show ~ 5 ' -2 20'-2 1'8 ~ CLOSURE POUR 5 ' -2 19' -1 0"4 CLOSURE i ~ F i;! Vl z a Vl > w <>: ct TRANSVERSE .. ~ j!50ST-TENS I ON ING J" , ,., Q) w III , c 0 ~ PANEL LIFTING ANCHOR Q) S,_4 III S' -4 ~ f '", -," "T- ....... ___ D ..., -," , ,., q: I- o D f u" ~ u ~I u" II ~ u V') z o:!~ . . . . . "'0Z~OZ)(!;Z; INT JOINT SEE NOTE 2 (TYP' f w u a: , III !I ~I ~I I- .... ci Z ~I ~I ~I z SR-66 ~ f Q) U q: ~ III - ~ 1°1 a: "'I LL~O ~ i ~ -' " _ ,..• -> 3 DUIII , Z 0: 0 0 ! . i;! 0 "'w ..... ~a: Z.J~ III ,., W .. U ~~~ I- a: q: III ..... III 0W D !I~ O~ :::I: 20' -3 1'8 -0 .. j ABUTMENT 1 :J ABUTMENT 2 2. SAW CUT INTERIOR JOINTS OR MATCH CAST INTERIOR JOINTS WITH JOINT BOND BREAKER. IMMEDIATELY COAT EXPOSED ENDS OF ANY CUT REINFORCING STEEL WITH APPROVED EPOXY COATING. LIFTING NOTES: ~. APPROACH SLAB CONSTRUCTION SUBMIT A DETAILED LIFTING PLAN FOR THE APPROACH SLAB PANELS AND SLEEPER BEAMS TO THE ENGINEER FOR REVIEW AND APPROVAL. INCLUDE TYPE AND LOCATION OF LIFTING ANCHORS AND THE NUMBER AND LAYOUT OF ALL LIFTING CABLES. INCLUDE ANY ADDITIONAL REINFORCING REOUIRED PER ANCHOR PROVIDER SPECIFICATIONS. ~H I UH IU 4. PROVIDE A MINIMUM OF 4 LIFTING ANCHORS PLACED AS SHOWN PER SLAB PANEL. "X" = EDGE DISTANCE. MIN IS LARGER OF 2'-0 OR LIFTING ANCHOR MANUFACTURER'S RECOMMENDATIONS. MAX IS "4 X LENGTH OF EDGE OR JOINT. ALSO APPLIES TO SLAB DRAINS AT EAST PANELS. ~W~ ~~g . ~l§~ ,~ ~ ...... ~ u a: W cI: > c.::> 0:: a: ~ z: a: z: LAYOUT NOTES: UUI~IUt EXTERIOR EDGE OF BARRIERS AND APPROACH SLABS MAY BE RADIAL OR STRAIGHT CHORD FROM CORNER TO CORNER. ANGLES SHOWN REFLECT CHORD ANGLES. ~~ I- APPROACH SLAB PLAN 1. _0 q: 19' -10"4 FINAL IN-PLACE CONTROL POINTS LOCATION ABUT 1 NORTH A 73951.B4 73975.90 B 73915.47 C 0 73939.75 ABUT 2 74063.85 E F 74086.17 74028.18 G H 74050.54 • AT TOP OF APPROACH SLAB EAST ELEV • 222719.40 222727.57 222784.86 222792.64 222764.56 222775.86 222828.76 222839.98 5064.25 5064.37 6062.68 5062.85 5064.21 5064.01 5062.77 5062.56 ,..., Z ...... q: ...J 0- V Wee CD :> ~ VI a: W > :::I: U W 0:: 0:: LLI c:c ~ 0:: LLI :> LL a: q: 0 a:: ~ ~ q: a.. a.. a: \D \D I D D I ...J D I 0 ~ ~ q: 0:: LLI CD I ~o: U w ";j VI ~~ 0:: VI MORGAN COUNTY C-969 ORC. NO. SHT. 16 OF 25 |
