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HomeMy WebLinkAboutSWP2703223.13w Q z U W 0 Ir 12 a 0 Z Q w Ll 0 z 0 LLj w F_ F_ F— F_ n 3 J m Q I 0 I N 0 i v a� 0 n Q) U 0 Q N ry U U) C_ r7 V) n N N r7 I N n v U 0 n Iv U 0 t L 0 U) I N I n 41 41 U N O L_ n L Iv U 0 7 (n I n V) / 17 z E 0 i 0) 0 0 N N C: 0 ,C V) Iv C V) � m r 1 21849 EXPIRES: 8- 24- I I—/-\ I N SCALE: 1 /8"=1 '-0" IV ORIGINAL PLANS STAMPED BY: 14. Lippold ON:37V O-7- 317 /07 PE #42NO. EXPIRES: 1 1 I ADDED AS -BUILT SURVEY INFO, REVISED OR M 21849 8 LiLO8I I UNNEEDED NOTES, INFO. FOR CLARITY 0 ISSUE FOR BID NO. REVISION 2" CLR w a- Q w a- w Y z� Oo Lli U o Q r4-)CD o T ro 1'-0" 0 a a a 4 A. a z a � a O 4 . a � a �a STEEL PIPE HANDRAIL SEE DWG C5 - #4 TIES ©16 AND 2" CLR EACH SIDE OF HANDRAIL POSTS #6@12 DOWELS CAST INTO PRECAST BOX CULVERT 2#5EF DECK PARAPET 4#5EF CONCRETE GUARDRAIL - LEAVE PRECAST ROUGHENED UNDER PARAPET/GUARDRAIL LLJ U Q U Ld n SECTION (-E--- SCALE: 1 1/2"=1'-0" STEEL PIPE HAND RAIL ABLT — NORTH END 2 HORZ RAILS ONLY TOP OF WALL EL=22.88 l'-3" HIGH EL (GUARDRAIL PARAPET) T SOME TEXT, SURVEYED: DH&A 12 22-08 AQ DESIGNED:LMG DRAWN: LMG 3-2-0CHECKED: RML BY DATE AP P R APPROVED' MSG CONCRETE GUARDRAIL (DECK PARAPET ON SOUTH SIDE) 44 ° ABLT — NORTH END Q TOP OF CONC. EL=18.01 TOP OF GRAVEL EL=7.88 ABLT — SOUTH END TOP OF CONC. EL=17.99 TOP OF GRAVEL EL=8.35 NOTES: 1. CONTRACTOR SHALL COORDINATE BOX CULVERT WIDTHS WITH TOTAL WIDTH REQUIRED FOR EACH PHASE OF CONSTRUCTION SEQUENCING. 2. ALL SITE CAST IN PLACE REINFORCED CONCRETE SHALL BE CLASS 4000D WITH A MAXIMUM WATER/CEMENTATIOUS RATIO OF 0.45 AND WITH ENTRAINED AIR CONTENT OF 4% TO 6%. 3. BOX CULVERT DECK REINFORCING SHALL BE EPDXY COATED. 4. PROJECT DESIGN LOADS BOX CULVERT (LOADS IN ACCORDANCE WITH 1996 AASHTO DESIGN TRUCK — 40 KIP AXLE LOADS (HS-25) DESIGN TANDEM — 31 KIP AXLE LOADS AT 4' SPACING DEAD LOAD OVER DECK — 280 PSF (ASPHALT) IMPACT INCREASE — 30 PERCENT LATERAL SOIL LOADS (AT —REST) — 60 LBS/CF EQUIVALENT FLUID PRESSURE LATERAL SEISMIC SOIL LOAD — 120 LB/SF MOMENT AT BASE OF CONCRETE GUARDRAIL — 32.5 KIP —FT OVER 5' ALLOWABLE FOUNDATION BEARING — 2000 PSF WING WALLS: LATERAL SOIL LOAD — 35 PCF EQUIVALENT FLUID PRESSURE SEISMIC SOIL LOAD — 100 PSF 5. CAST EX 60" CONC SD INTO NEW WINGWALL. PROVIDE TEMP SUPPORT OF EXISTING 60—IN SD DURING WING WALL CONSTRUCTION. CUT EX SD FLUSH WITH EXPOSED WALL FACE. 6. PLACE 1 /2" PREMOLDED JOINT FILLER FOR EXPANSION JOINTS BETWEEN CAST —IN —PLACE WING WALLS AND PRECAST BOX CULVERT. 7. GROUT FOR BOX CULVERT SHEAR KEYS SHALL CONFORM TO SPECIFICATOIN SECTION 6-02.3(25)0. 8. WELD —TIE PLATES SHALL BE COATED WITH A ZINC RICH PRIMER, 5 MIL MINIMUM THICKNESS. CONCRETE GUARDRAIL DECK PARAPET STEEL PIPE HANDRAIL (NORTH SIDE) (SOUTH SIDE) 2'-8" HIGH ABLT — SOUTH END TOP OF WALL EL=21.35 q4 o � o a ° ° ° a 4d n EPDXY COATED REINFORCEMENT IN BOX CULVERT DECK 4' MAXIMUM FOOTING �Cf) U (/) w oz i Y U ABLT — NORTH END :2 �__ TOP OF GRAVEL EL=8.18 ABLT — SOUTH END TOP OF GRAVEL EL=8.10 a 'd STEEL PIPE HANDRAIL IN SIDEWALK S-6" HIGH EL 19.50 EL PRECAST BOX CULVERT SECTION ABLT — NORTH END TOP OF CONC. EL=17.96 TOP OF GRAVEL EL=7.88 ABLT — SOUTH END TOP OF CONC. EL=18.01 3'-0" PARAPET HEIGHT 12" CDF 3" CSTC TOP OF GRAVEL EL=8.10 I MIN I �T r,..,.T FOOTING PARAPET SECTION A SCALE: 1/4"=1'-0" D-322313 AS -BUILT SURVEY BY: PLS, Inc., 1118/2008 AS -BUILT PLANS STAMPED BY: 5 0 5 10 15 20 BEN V. PETERSEN ON:1/22/08AS=BUILT PLS #17676 1 /8 =1 —0 Scale Feet SCALE: VERTICAL NAVD 19M DATE: AS SHOWN HORIZONTAL' NAD 1983/1991 :; CITY 0 E SW 34TH STREET 03/2/07 � CULVERT REPLACEMENT PROJECT R EN TON DRAWING NO: ONE INCH D A- H M AT FULL SCALE Planning/Building/Public Works Dept. STRUCTURAL PLAN s 1 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: 13 OF: 16 IDI-131212[31113 V1 "d w �o N w