DRAWING INDEX PARTIAL CITY OF MADISON LOCATION MAP STATE STREET CAMPUS (LAKE) GARAGE 415 NORTH LAKE STREET

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1 STATE STREET CAMPUS (LAKE) GARAGE 415 NORTH LAKE STREET STATE STREET CAPITOL GARAGE 214 NORTH CARROLL STREET CAPITOL SQUARE NORTH GARAGE 218 EAST MIFFLIN STREET GOVERNMENT EAST GARAGE 215 SOUTH PINCKNEY STREET DRAWING INDEX TITLE SHEET CAPITOL SQUARE NORTH GARAGE STATE STREET CAPITOL GARAGE STATE STREET CAMPUS (LAKE) GARAGE GOVERNMENT EAST GARAGE T1 CN1 SC1 SL1 THRU SL3 GE1, GE2 DETAILS STORM SEWER MODIFICATIONS (SC) D1, D2 P000, P100D, P100, P101 JEE PARTIAL CITY OF MADISON LOCATION MAP

2 1 LEVELS 2 AND 3 FLOOR PLAN SCALE : 1/32" = 1'-0"

3 1 LEVEL 1 FLOOR PLAN SCALE : 1/32" = 1'-0"

4 25'-6" 25'-6" 25'-6" 25'-6" 32'-0" 32'-0" 1 LEVEL 2 TOPSIDE PLAN SCALE : 1/32" = 1'-0"

5 35'-6" 35'-6" 35'-6" 35'-6" 42'-0" 32'-0" 32'-0" 42'-0" 1 LEVEL 3 TOPSIDE PLAN SCALE : 1/32" = 1'-0"

6 45'-6" 45'-6" 42'-0" 42'-0" 1 LEVEL 4 TOPSIDE PLAN SCALE : 1/32" = 1'-0"

7 EXPRESS RAMP 1 FIRST LEVEL TOPSIDE PLAN SCALE : 1/32" = 1'-0"

8 1 FIRST LEVEL UNDERSIDE PLAN SCALE : 1/32" = 1'-0"

9 CONCRETE OVERLAY CONCRETE OVERLAY SAWCUT 1 2" DEEP CHIP VERTICAL EDGES SQUARE OR UNDERCUT SLIGHTLY REMOVE UNBONDED CONCRETE OVERLAY, SANDBLAST EXPOSED SURFACE AND CAST NEW CONCRETE PER SPECIFICATIONS PRIMER "SCRUB COAT" SAWCUT 1 2" DEEP CHIP VERTICAL EDGES SQUARE OR UNDERCUT SLIGHTLY SANDBLAST REINFORCING TO NEAR WHITE METAL CONDITION BEFORE PLACING NEW CONCRETE REMOVE UNSOUND CONCRETE AND REPLACE w/ NEW CONCRETE PER SPECIFICATIONS. CONCRETE PATCH AND OVERLAY ARE TO BE PLACE MONOLITHICALLY SAWCUT 1 2" DEEP CHIP VERTICAL EDGES SQUARE OR UNDERCUT SLIGHTLY REMOVE UNSOUND CONCRETE AND REPLACE w/ NEW CONCRETE PER SPECIFICATIONS. CONCRETE PATCH AND OVERLAY ARE TO BE PLACE MONOLITHICALLY SANDBLAST REINFORCING TO NEAR WHITE METAL CONDITION BEFORE PLACING NEW CONCRETE 9"± 1"-3" PRIMER "SCRUB COAT" 9"± 3"-5" PRIMER "SCRUB COAT" 9"± 4"-6" SOUND CONCRETE SOUND CONCRETE 3 4 " MIN ALL AROUND BAR, TYP SOUND CONCRETE 3 4 " MIN ALL AROUND BAR, TYP ADDED STUB BARS FOR SPORT OF REINFORCING MAT AS NEEDED ADDED STUB BARS FOR SPORT OF REINFORCING MAT AS NEEDED NOTE: REMOVAL OF CONCRETE TO TOP OF UNDERLYING REINFORCING IS AT NO ADDITIONAL CHARGE NOTE: REMOVAL OF CONCRETE BELOW SPORT BARS IS REQUIRED BY SPECIFICATION. NO ADDITIONAL PAYMENT FOR DEEPER REMOVAL IN THESE AREAS NOTE: REMOVAL OF CONCRETE BELOW SPORT BARS IS REQUIRED BY SPECIFICATION. NO ADDITIONAL PAYMENT FOR DEEPER REMOVAL IN THESE AREAS TOPSIDE SLAB RESTORATION TOPSIDE SLAB RESTORATION TOPSIDE SLAB RESTORATION (UNBONDED OVERLAY) (1 LAYER REINFORCING) (2 LAYERS REINFORCING) SAWCUT 1 2" DEEP EXISTING CONCRETE STRUCTURE EXISTING CONCRETE STRUCTURE CHIP VERTICAL EDGES SQUARE REMOVE UNSOUND CONCRETE AND REPLACE w/ NEW CONCRETE PER SPECIFICATIONS SANDBLAST REINFORCING TO NEAR WHITE METAL CONDITION BEFORE PLACING NEW OCNCRETE PRIMER "SCRUB COAT" EXISTING CONCRETE COLUMN OR WALL SOUND CONCRETE SAWCUT EDGES 1 2" DEEP TO PREVENT FEATHERING AT PATCH EDGES 3 4 " MIN ALL AROUND BAR, TYP INSTALL 3- #3 TIES REMOVE DRY-PACK GROUT FULL DEPTH AND REPLACE w/ NEW CONCRETE PER SPECIFICATIONS JEE 9"± REMOVE UNSOUND CONCRETE AND REPLACE w/ NEW CONCRETE PER SPECIFICATIONS SANDBLAST REINFORCING TO NEAR WHITE METAL CONDITION BEFORE PLACING NEW CONCRETE SHORE AND FORM AS REQUIRED SANDBLAST REINFORCING TO NEAR WHITE METAL CONDITION BEFORE PLACING NEW CONCRETE REFER TO 5/D1 FOR SPALL REPAIR WHERE REQUIRED EXISTING CONCRETE COLUMN NOTE: REINFORCING SHOWN FOR REFERENCE ONLY. LOCATION AND SPACING TO BE FIELD VERIFIED 4"± EXISTING CONCRETE SLAB EXISTING CONCRETE STRUCTURE SHORE STRUCTURE ABOVE PRIOR TO COLUMN REPAIR FULL DEPTH SLAB REPLACEMENT REPAIR AT VERTICAL SURFACES REPAIR AT SSCL COLUMNS

10 4" 4" 10'-0" 5'-0" 5'-0" 1 1 4" EXTRA STRONG HEAVY DUTY STEEL PIPE 1 2 " STANDARD STEEL PIPE HSS 5 x x " EXTRA STRONG STEEL PIPE SEE DETAIL 5/D2. 8" 2'-0" 4" 1'-3" 5" 4" 4" TYP. 4" SEE DETAIL 5/D2. TOP OF PARAPET 6 1/2" 3" 22" 3" 6 1/2" TOP LEVEL - COLUMN GAP GAURDRAIL 28" (SSCo) VEHICULAR BARRIER GAURDRAIL (SSCL) 3" 3" 3'-6" 3" 3" 3'-6" X 3'-6" OPENING CUT IN SLAB FOR. MANWAY BY PLUMBING CONTRACT. COORDINATE WITH PLUMBING FOR OPENING LOCATIONS. 3 8 "- 1 2" EXISTING MEMBRANE OVERLAY AT SOME LOCATIONS ROUT TO CONFIGURATION SHOWN NEW PRIMER AND SEALANT EXISTING MEMBRANE OVERLAY AT SOME LOCATIONS GRIND EDGES CLEAN AFTER REMOVAL OF EXISTING SEALANT NEW SEALANT 3" 3" CORE DRILL 4 CORNERS, SAWCUT SLAB TO CORES. NO OVERCUTS. PLACE 2 - #5 EPOXY COATED BARS DIAGONALLY AT EACH CORNER. 3 8 "- 1 2" CRACK 3'-6" MANWAY - SEE PLUMBING PLAN AND SPECIFICATIONS FOR SIZE AND LOCATION. SOUND CONCRETE SLAB CRACK REPAIR SLAB JOINT SIMILAR EXISTING JOINT EXISTING CONCRETE SLAB C.J. SEALANT REPLACEMENT SLAB CRACK SIMILAR 3" 3" 7" EMBED #6X3'-6" EPOXY COATED DOWELS, 7" INTO EXISTING SLAB AT 4 SIDES TOP AND BOTTOM. JEE 1 1/2" 6" 3" 1 1/2" 1 1/2" 1 1/2" 8" 5" 1 1/2" 1 1/2" 13"+- 5" 5"+- 2"+- overlay NEENAH FOUNDRY R6060 MANHOLE FRAME, SOLID LID SEE PLUMBING DRAWING AND SPECIFICATIONS FOR ADDITIONAL INFORMATION SEAL PERIMETER OF OPENING AROUND MANWAY. 1 1/2" 5" 8" 1 1/2" 5" 8" 7" RAIL END BASE PLATE 3 4" x 6" x 8" w/4-3 4" Ø THREADED RODS - EMBED 6" INTO EXISTING PARAPET GAURDRAIL BASE PLATES RAIL MIDDLE BASE PLATE 3 4" x 8" x 8" w/4-3 4" Ø THREADED RODS-EMBED 6" INTO EXISTING PARAPET (SSCL) MANWAY SECTION DETAIL (SSCL)

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