DRAWING INDEX - City of Madison

STATE STREET CAMPUS (LAKE) GARAGE
415 NORTH LAKE STREET
DRAWING INDEX
STATE STREET CAPITOL GARAGE
214 NORTH CARROLL STREET
CAPITOL SQUARE NORTH GARAGE
218 EAST MIFFLIN STREET
TITLE SHEET
T1
CAPITOL SQUARE NORTH GARAGE
CN1
STATE STREET CAPITOL GARAGE
SC1
STATE STREET CAMPUS (LAKE) GARAGE SL1 THRU SL3
GOVERNMENT EAST GARAGE
215 SOUTH PINCKNEY STREET
GOVERNMENT EAST GARAGE
GE1, GE2
DETAILS
D1, D2
JEE
PGB
JJE
STORM SEWER MODIFICATIONS (SC)
PARTIAL CITY OF MADISON LOCATION MAP
P000, P100D, P100, P101
JJE
PGB
JJE
1
LEVELS 2 AND 3 FLOOR PLAN
SCALE : 1/32" = 1'-0"
UP
DOWN
DOWN
UP
JJE
PGB
JJE
1
LEVEL 1 FLOOR PLAN
SCALE : 1/32" = 1'-0"
UP
DOWN
UP
25'-6"
DOWN
DOWN
DOWN
25'-6"
UP
25'-6"
UP
25'-6"
JJE
PGB
JJE
32'-0"
1
32'-0"
LEVEL 2 TOPSIDE PLAN
SCALE : 1/32" = 1'-0"
UP
DOWN
UP
35'-6"
DOWN
DOWN
DOWN
35'-6"
UP
35'-6"
UP
35'-6"
JJE
PGB
JJE
42'-0"
1
32'-0"
32'-0"
LEVEL 3 TOPSIDE PLAN
SCALE : 1/32" = 1'-0"
42'-0"
DOWN
DOWN
UP
45'-6"
UP
45'-6"
JJE
PGB
JJE
42'-0"
1
42'-0"
LEVEL 4 TOPSIDE PLAN
SCALE : 1/32" = 1'-0"
DOWN
EXPRESS RAMP
JJE
PGB
JJE
1
FIRST LEVEL TOPSIDE PLAN
SCALE : 1/32" = 1'-0"
JJE
PGB
JJE
1
FIRST LEVEL UNDERSIDE PLAN
SCALE : 1/32" = 1'-0"
SAWCUT 1 2" DEEP
CHIP VERTICAL EDGES SQUARE OR
UNDERCUT SLIGHTLY
REMOVE UNBONDED CONCRETE OVERLAY,
SANDBLAST EXPOSED SURFACE AND CAST
NEW CONCRETE PER SPECIFICATIONS
CONCRETE OVERLAY
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
PRIMER "SCRUB COAT"
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
PRIMER "SCRUB COAT"
SOUND CONCRETE
4"-6"
3"-5"
1"-3"
PRIMER "SCRUB COAT"
CONCRETE OVERLAY
SOUND CONCRETE
SOUND CONCRETE
3
3
4" MIN ALL AROUND BAR, TYP
ADDED STUB BARS FOR SUPPORT OF
REINFORCING MAT AS NEEDED
NOTE: REMOVAL OF CONCRETE TO TOP OF UNDERLYING
REINFORCING IS AT NO ADDITIONAL CHARGE
NOTE: REMOVAL OF CONCRETE BELOW SUPPORT BARS IS
REQUIRED BY SPECIFICATION. NO ADDITIONAL PAYMENT
FOR DEEPER REMOVAL IN THESE AREAS
4"
MIN ALL AROUND BAR, TYP
ADDED STUB BARS FOR SUPPORT OF
REINFORCING MAT AS NEEDED
NOTE: REMOVAL OF CONCRETE BELOW SUPPORT BARS IS
REQUIRED BY SPECIFICATION. NO ADDITIONAL PAYMENT
FOR DEEPER REMOVAL IN THESE AREAS
TOPSIDE SLAB RESTORATION
TOPSIDE SLAB RESTORATION
TOPSIDE SLAB RESTORATION
SCALE : NTS
SCALE : NTS
SCALE : NTS
(UNBONDED OVERLAY)
SAWCUT 1 2" DEEP
(1 LAYER REINFORCING)
EXISTING CONCRETE STRUCTURE
(2 LAYERS REINFORCING)
EXISTING CONCRETE STRUCTURE
CHIP VERTICAL EDGES SQUARE
REMOVE UNSOUND CONCRETE AND
REPLACE w/ NEW CONCRETE PER
SPECIFICATIONS
EXISTING CONCRETE COLUMN OR WALL
SANDBLAST REINFORCING TO NEAR
WHITE METAL CONDITION BEFORE
PLACING NEW OCNCRETE
INSTALL 3- #3 TIES
SOUND CONCRETE
REMOVE DRY-PACK GROUT FULL
DEPTH AND REPLACE w/ NEW
CONCRETE PER SPECIFICATIONS
SAWCUT EDGES 1 2" DEEP TO PREVENT
FEATHERING AT PATCH EDGES
PRIMER "SCRUB COAT"
3
4"
SANDBLAST REINFORCING TO
NEAR WHITE METAL CONDITION
BEFORE PLACING NEW CONCRETE
REFER TO 5/D1 FOR SPALL REPAIR
WHERE REQUIRED
SANDBLAST REINFORCING TO NEAR
WHITE METAL CONDITION BEFORE
PLACING NEW CONCRETE
EXISTING CONCRETE COLUMN
EXISTING CONCRETE STRUCTURE
NOTE: REINFORCING SHOWN FOR
REFERENCE ONLY. LOCATION AND
SPACING TO BE FIELD VERIFIED
PGB
JJE
MIN ALL AROUND BAR, TYP
REMOVE UNSOUND CONCRETE
AND REPLACE w/ NEW CONCRETE
PER SPECIFICATIONS
SHORE AND FORM AS REQUIRED
JEE
SHORE STRUCTURE ABOVE
PRIOR TO COLUMN REPAIR
EXISTING CONCRETE SLAB
FULL DEPTH SLAB REPLACEMENT
REPAIR AT VERTICAL SURFACES
REPAIR AT SSCL COLUMNS
SCALE : NTS
SCALE : NTS
SCALE : NTS
4"
4"
10'-0"
5'-0"
5'-0"
1
2"
STANDARD STEEL PIPE
11 4" EXTRA STRONG
STEEL PIPE
SEE DETAIL 5/D2.
5"
HSS 5 x 21 2 x 1 4
8"
11 4" EXTRA STRONG
HEAVY DUTY STEEL PIPE
3"
22"
3"
6 1/2"
1'-3"
28"
4"
TOP LEVEL - COLUMN GAP GAURDRAIL
TOP OF
PARAPET
4"
4"
4"
(SSCo)
SCALE : NTS
SEE DETAIL 5/D2.
TYP.
3'-6" X 3'-6" OPENING CUT IN
SLAB FOR . MANWAY BY
PLUMBING CONTRACT. COORDINATE
WITH PLUMBING FOR OPENING LOCATIONS.
VEHICULAR BARRIER GAURDRAIL
(SSCL)
SCALE : NTS
EXISTING MEMBRANE OVERLAY AT
SOME LOCATIONS
EXISTING MEMBRANE OVERLAY AT
SOME LOCATIONS
ROUT TO CONFIGURATION SHOWN
GRIND EDGES CLEAN AFTER
REMOVAL OF EXISTING SEALANT
NEW PRIMER AND SEALANT
NEW SEALANT
3" 3"
CORE DRILL 4 CORNERS,
SAWCUT SLAB TO CORES.
NO OVERCUTS.
3" 3"
1
8"- 2"
3'-6"
PLACE 2 - #5 EPOXY COATED BARS
DIAGONALLY AT EACH CORNER.
1
8 "- 2"
3
3" 3"
MANWAY - SEE
PLUMBING PLAN AND
SPECIFICATIONS FOR SIZE
AND LOCATION.
3'-6"
3
CRACK
EXISTING JOINT
SOUND CONCRETE
EMBED #6X3'-6" EPOXY COATED
DOWELS, 7" INTO EXISTING
SLAB AT 4 SIDES TOP AND BOTTOM.
SLAB CRACK REPAIR
C.J. SEALANT REPLACEMENT
SCALE : NTS
SCALE : NTS
RAIL END BASE PLATE
3
4" x 6" x 8" w/4 - 4
THREADED RODS - EMBED
6" INTO EXISTING PARAPET
3
5" 5"+2"+- overlay
1 1/2"
8"
13"+-
1 1/2"
5"
1 1/2"
1 1/2"
8"
5"
NEENAH FOUNDRY R6060
MANHOLE FRAME, SOLID LID
SEE PLUMBING DRAWING AND
SPECIFICATIONS FOR ADDITIONAL
INFORMATION SEAL PERIMETER OF OPENING
AROUND MANWAY.
7"
RAIL MIDDLE BASE PLATE
3
4" x 8" x 8" w/4 - 4
THREADED RODS-EMBED
6" INTO EXISTING PARAPET
3
MANWAY SECTION DETAIL
GAURDRAIL BASE PLATES
SCALE : NTS
SCALE : NTS
(SSCL)
JEE
PGB
JJE
7"
SLAB CRACK SIMILAR
1 1/2"
1 1/2"
8"
1 1/2"
6"
3"
5"
SLAB JOINT SIMILAR
3" 3"
EXISTING CONCRETE SLAB
1 1/2"
2'-0"
6 1/2"
(SSCL)

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