Saint Louis Galleria_Construction-FULL SET 6-13-2013
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Transcript of Saint Louis Galleria_Construction-FULL SET 6-13-2013
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7/27/2019 Saint Louis Galleria_Construction-FULL SET 6-13-2013
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SAINT LOUIS GALLERIA
THE 2012
PAVEMENT REHABILITATION
PROGRAM
Sheets:
Properties:
SAINT LOUIS GALLERIA
SAINT LOUIS GALLERIA
GENERAL GROWTH PROPERTIES, INC.
ST. LOUIS, MISSOURI 63117
1155 SAINT LOUIS GALLERIA
1. COVER
2. LOCATION PLAN
3. MACY'S SOUTH ENTRANCE PLAN
4. MACY'S EAST ENTRANCE PLAN
5. NORDSTROM NORTHEAST ENTRANCE PLAN
6. EAST MALL ENTRANCE PLAN
7. MALL ACCESS PLAN
8. DILLARD'S EAST ENTRANCE PLAN
9. NORTHEAST MALL ENTRANCE PLAN
10. DETAILS
N.T.S.
LOCATION MAP
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Y:\GeneralGrowthPropert
ies\SaintLouisGalleria\CoreData\CAD\2
012ConstructionDrawings\SaintLouis
_2
012
_Construction-REV.dwg
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RAMPTO LEVEL2
RAMPTO LEVEL2
RAMPTO
LEVEL
2
S T O
P
STOP STOP
SHEET 3 OF 10
SHEET 4 OF 10
SHEET 8 OF 10
SHEET 9 OF 10
SHEET 7 OF 10
SHEET 7 OF 10
SHEET 5 OF 10
SHEET 5 OF 10
SHEET 6 OF 10
200'100' 400'N
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Y:\GeneralGrowthProperties\SaintLouisGalleria\CoreData\CAD\2
012ConstructionDrawings\SaintLouis
_2
012
_Construction-REV.dwg
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V.A. V.A.
2%MAX.
2%MAX.
ACCESSIBLE PARKING STALL STRIPING TO
BE 4-INCH YELLOW PAINT, DIAGONALS TOBE 8-INCH YELLOW PAINT AT 3' O.C. (TYP.)
ACCESSIBLE PARKING
SYMBOLS (TYP.)8
10
ACCESSIBLE PARK ING SIGNAGE (R7-8) WITH BOLLARDTYPE SIGN POSTS(PAVED AREAS). ADD "VAN ACCESSIBLE"
SIGN (R7-8P)WHERE NOTED AS "V.A."
10
10
REMOVE EXISTING CURB AND GUTTER
AND REPLACE WITH B6.12 CURB & GUTTERTO THE GRADES SHOWN (TYP.)
LENGTH =89 L.F.
4
10
24-INCH WHITE CROSSWALKSTRIPING AT 4' O.C.
NEW ADA COMPLIANT CURB RAMP 12:1
MAX. RUNNING SLOPE WITH 10:1 MAX. SIDEFLARE SLOPES 5
10SIDEWALK AREA =60 S.F.CURB & GUTTER LENGTH =15 L.F.
9
10
6-INCH YELLOW LANE LINE
SIDEWALK AREA =80 S.F.
CURB LENGTH =26 L.F.
PROPOSED 5" SIDEWALK (5' WIDE) FLUSH
WITH PAVEMENT AT BOTH ENDS. INSTALLCURBS ALONG BOTH SIDES
END WORK IN NEAT STRAIGHT J OINT, SAWCUTAS NECESSARY AND SEAL JOINTS (TYP.)3
10
#45
101.50 P
100.00BM
100.78EX. P
100.54EX. P
101.50 P
100.50SW
101.65 SW
102.48 EX. P
102.58 EX. P
101.86 EX. P
101.68 EX. P
E
#43 #44
#00
100.00
1110
PAVEMENT LEGEND
INLET FILTER BASKETS TO BE INSTALLED IN ALL
DRAINAGE STRUCTURES WITHIN AND DOWNSTREAM OF
WORK LIMITS.
AREA
110
PROPOSED LIMITS OF FULL DEPTH PAVEMENT REMOVAL
2.0-INCH HMAC SURFACE/WEARING COURSE
2.0-INCH HMAC BINDER/BASE COURSE
10-INCH AGGREGATE BASE COURSE
FINE GRADE SUBGRADE NOT TO EXCEED 2%
E. 479 S.Y.
20'10' 40'N
GRADING LEGEND
PROPOSED ELEVATION
EX EXISTING
P PAVEMENT
SW SIDEWALK
T/C TOP OF CURB
BM BENCHMARKINL STORM INLET
MH MANHOLE
T/WALL TOP OF WALL
G/WALL GRADE AT WALL
IMPROVEMENT IS BASED ON ITEM NUMBER FROM
TITLE III ADA COMPLIANCE REVIEW OF ST. LOUIS
GALLERIA PREPARED BY TRACIE L. DICKERSON
DATED OCTOBER 13, 2011
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Y:\GeneralGrowthProperties\SaintLouisGalleria\CoreData\CAD\2
012ConstructionDrawings\SaintLouis
_2
012
_Construction-REV.dwg
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V.A.V.A.
2%
MAX.
2%
MAX.
2%
MAX.
24-INCH WHITE CROSSWALK
STRIPING AT 4' O.C. 9
10
ACCESSIBLE PARKING STALL STRIPING TOBE 4-INCH YELLOW PAINT, DIAGONALS TO
BE 8-INCH YELLOW PAINT AT 3' O.C. (TYP.)
ACCESSIBLE PARKING
SYMBOLS (TYP.) 8
10
ACCESSIBLE P ARKING SIGNAGE (R7-8) WITH BOLLARD
TYPE SIGN POSTS(PAVED AREAS). ADD "VAN ACCESSIBLE"SIGN (R7-8P)WHERE NOTED AS "V.A." 10
10
REMOVE EXISTING CURB AND GUTTER
AND REPLACE WITH B6.12 CURB & GUTTERTO THE GRADES SHOWN (TYP.)
LENGTH =86 L.F.
SIDEWALK AREA =83 S.F.
CURB LENGTH =25 L.F.
PROPOSED 5" SIDEWALK (5' WIDE) FLUSHWITH PAVEMENT AT BOTH ENDS. INSTALL
CURBS ALONG BOTH SIDES
REMOVE AND REPLACE EXISTING CURB TO
THE GRADES SHOWN (TYP.)
LENGTH =40 L.F.
4
10
4
10
END WORK IN NEAT STRAIGHT J OINT, SAWCUTAS NECESSARY AND SEAL JOINTS (TYP.)3
10
101.42 EX. P
101.12 EX. P
101.86 EX. P
100.40 EX. P
100.64EX. P
100.72EX. P
101.70EX. P
101.32EX. P
100.00BM MH
101.10 P
101.30P
101.20P, SW
101.50 P
101.30 SW
F
#46 #47
#00
100.00
1110
PAVEMENT LEGEND
INLET FILTER BASKETS TO BE INSTALLED IN ALL
DRAINAGE STRUCTURES WITHIN AND DOWNSTREAM OF
WORK LIMITS.
AREA
110
PROPOSED LIMITS OF FULL DEPTH PAVEMENT REMOVAL
2.0-INCH HMAC SURFACE/WEARING COURSE
2.0-INCH HMAC BINDER/BASE COURSE
10-INCH AGGREGATE BASE COURSE
FINE GRADE SUBGRADE NOT TO EXCEED 2%
F. 569 S.Y.
20'10' 40'N
GRADING LEGEND
PROPOSED ELEVATION
EX EXISTING
P PAVEMENTSW SIDEWALK
T/C TOP OF CURB
BM BENCHMARKINL STORM INLET
MH MANHOLE
T/WALL TOP OF WALL
G/WALL GRADE AT WALL
IMPROVEMENT IS BASED ON ITEM NUMBER FROM
TITLE III ADA COMPLIANCE REVIEW OF ST. LOUIS
GALLERIA PREPARED BY TRACIE L. DICKERSON
DATED OCTOBER 13, 2011
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Y:\GeneralGrowthProperties\SaintLouisGalleria\CoreData\CAD\2
012ConstructionDrawings\SaintLouis
_2
012
_Construction-REV.dwg
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REMOVE EXISTING CURB RAMP,REPLACE WITH B6.12 CURB &
GUTTER
LENGTH =5 L.F.
4
10
PROPOSED 5-FOOT WIDE 5" PCCSIDEWALK WITH 2% MAX. CROSS SLOPE
AREA =704 SF
NEW ADA COMPLIANT PARALLEL CURB RAMP,12:1 MAX. RUNNING SLOPE AND 2% MAX. CROSS
SLOPE WITH CURB RETURN ON NORTH SIDE
CURB LENGTH =29 L.F.
610
12:1
12:1
12:1
12:1
12:1
FLAT
FLAT
12:1 MAX. RAMP
PROPOSED 7-FOOT WIDE 5" PCCSIDEWALK WITH 2% MAX. CROSS SLOPE
AREA =710 SF
PROPOSED B6.12 CURB
AND GUTTER
LENGTH =319 L.F.
12:1 MAX. RAMP
24-INCH WHITE CROSSWALK
STRIPING AT 4' O.C.9
10
NEW ADA COMPLIANT PARALLEL CURB
RAMP, 12:1 MAX. RUNNING SLOPE AND2% MAX. CROSS SLOPE
SIDEWALK AREA =81 S.F.CURB & GUTTER LENGTH =18 L.F.
CURB LENGTH =17 L.F.
610
4
10
V.A.
2%MAX.
2%MAX.
ACCESSIBLE PARKING STALL STRIPING TOBE 4-INCH YELLOW PAINT, DIAGONALS TO
BE 8-INCH YELLOW PAINT AT 3' O.C. (TYP.)
ACCESSIBLE P ARKING SIGNAGE (R7-8) WITH BOLLARD
TYPE SIGN POSTS(PAVED AREAS). ADD "VAN ACCESSIBLE"SIGN (R7-8P)WHERE NOTED AS "V.A."10
10
ACCESSIBLE PARKINGSYMBOLS (TYP.) 8
10
REMOVE AND REPLACE EXISTING CURB TO
THE GRADES SHOWN (TYP.)
LENGTH =76 L.F.
4
10
24-INCH WHITE CROSSWALKSTRIPING AT 4' O.C.9
10
6-INCH YELLOW LANE LINE
END WORK IN NEAT STRAIGHT J OINT, SAWCUTAS NECESSARY AND SEAL JOINTS (TYP.)3
10
100.90 EX. P
101.66 EX. P
101.20 P
100.90 P
101.10P
101.06EX. P
101.44EX.P
102.54EX. P
102.54EX. P
101.70 EX. P
100.44 EX. P
100.00BM INL
G
#48 #49
#00
100.00
1110
PAVEMENT LEGEND
INLET FILTER BASKETS TO BE INSTALLED IN ALL
DRAINAGE STRUCTURES WITHIN AND DOWNSTREAM OF
WORK LIMITS.
AREA
110
PROPOSED LIMITS OF FULL DEPTH PAVEMENT REMOVAL
2.0-INCH HMAC SURFACE/WEARING COURSE
2.0-INCH HMAC BINDER/BASE COURSE
10-INCH AGGREGATE BASE COURSE
FINE GRADE SUBGRADE NOT TO EXCEED 2%
G. 389 S.Y.
20'10' 40'N
IMPROVEMENT IS BASED ON ITEM NUMBER FROM
TITLE III ADA COMPLIANCE REVIEW OF ST. LOUIS
GALLERIA PREPARED BY TRACIE L. DICKERSON
DATED OCTOBER 13, 2011
BRENTWOOD BLVD. BUS STOP
NE NORDSTROM ENTRANCE
GRADING LEGEND
PROPOSED ELEVATION
EX EXISTING
P PAVEMENTSW SIDEWALK
T/C TOP OF CURB
BM BENCHMARKINL STORM INLET
MH MANHOLE
T/WALL TOP OF WALL
G/WALL GRADE AT WALL
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Y:\GeneralGrowthProperties\SaintLouisGalleria\CoreData\CAD\2
012ConstructionDrawings\SaintLouis
_2012
_Construction-REV.dwg
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NEW ADA COMPLIANT CURB RAMP
12:1 MAX. RUNNING SLOPE WITH10:1 MAX. SIDE FLARE SLOP ES 5
10
NEW ADA COMPLIANT CURB RAMP12:1 MAX. RUNNING SLOPE WITH 10:1
MAX. SIDE FLARE SLOPES 510
1.5%
1.5%
SIDEWALK AREA =1,625 S.F.
CURB & GUTTER LENGTH =212 L.F.
REMOVE EXISTING SIDEWALK AND CURB &GUTTER. REPLACE WITH NEW 6' WIDE
SIDEWALK AT A 2% MAX. CROSS SLOPE. 4
10
REMOVE AND REPLACEEXISTING SIDEWALK TO
THE GRADES SHOWN
AREA =529 S.F.
#57
100.66 SW
100.83 SW
101.00 SW
101.10 SW
101.24EX.P
101.23EX.P
100.00 BM MH
V.A.
V.A.
2%MAX.
2%MAX.
2%
MAX.
2%
MAX.
ACCESSIBLE PARKING STALL STRIPING TOBE 4-INCH YELLOW PAINT, DIAGONALS TO
BE 8-INCH YELLOW PAINT AT 3' O.C. (TYP.)
GRIND OUT PAINTED DIAGONALS AND
ACCESSIBLE PARKING SYMBOLS. NEW PARKINGSTALL STRIPING TO BE 4-INCH YELLOW PAINT.
ACCESSIBLE PARKING SIGNAGE (R7-8)WITH BOLLARD TYPE SIGN P OSTS(PAVED
AREAS). ADD "VAN ACCESSIBLE"SIGN (R7-8P)WHERE NOTED AS "V.A." 10
10
ACCESSIBLE PARKINGSYMBOLS (TYP.) 8
10
24-INCH WHITE CROSSWALKSTRIPING AT 4' O.C.9
10
REMOVE EXISTING SIDEWALK AND CURB &GUTTER. REPLACE WITH NEW SIDEWALK AT
THE GRADES SHOWN (2% MAX. CROSS SLOPE).NEW CURB & GUTTER TO HAVE HIGHER CURB
HEIGHT AT THE GRADES SHOWN.
NEW ADA COMPLIANT CURB RAMP, 12:1
MAX. RUNNING SLOPE WITH 10:1 MAX. SIDEFLARE SLOPES 5
10AREA =102 S.F.
REMOVE AND REPLACE RAMP AT THE
GRADES SHOWN (2% MAX. CROSSSLOPE). REUSE EXISTING RAILING.
SIDEWALK AREA =2,070 S.F.
CURB & GUTTER LENGTH =158 L.F.
AREA =192 S.F. 4
10
6-INCH YELLOW LANE LINEREMOVE EXISTING CURB AND GUTTER
AND REPLACE WITH B6.12 CURB &GUTTER TO THE GRADES SHOWN (TYP.)
LENGTH =99 L.F.
4
10
REMOVE AND REPLACE EXISTING CURB TO
THE GRADES SHOWN (TYP.)
LENGTH =70 L.F.
4
10
END WORK IN NEAT STRAIGHT J OINT, SAWCUTAS NECESSARY AND SEAL JOINTS (TYP.) 3
10
#52
#53
#54
#55
#56
101.20 EX. P
103.25 SW, T/C
100.36 EX. P
100.55 P
100.74 EX. P
101.46 EX. P
101.48 EX. P
100.00 BM INL
100.70 P
101.35 P
102.10EX.P
101.80P
101.75P
101.80P
102.00P
101.70 P
100.65P
101.00EX.P
103.26EX. P
100.10 EX. P
102.90SW
101.82EX.P
103.42 SW103.34 SW103.46 SW
103.40 SW103.56 EX. SW
103.52 SW
103.92 SW
103.25 SW, T/C103.25 SW, T/C102.75EX.P
103.25EX.P
102.42 EX. P
102.95SW
102.90 SW
102.95 SW
103.80SW
103.30SW
103.98EX.P
103.76EX. SW
103.66EX. SW
103.30 SW103.40SW
103.30SW
102.75 P102.75 P102.75 P102.75 P
102.42 EX. P
103.25 SW, T/C
H
MATCHLINE
SEE SHEET 7
#50 #51
#58 #59
#00
100.00
1110
PAVEMENT LEGEND
INLET FILTER BASKETS TO BE INSTALLED IN ALL
DRAINAGE STRUCTURES WITHIN AND DOWNSTREAM OF
WORK LIMITS.
AREA
110
PROPOSED LIMITS OF FULL DEPTH PAVEMENT REMOVAL
2.0-INCH HMAC SURFACE/WEARING COURSE
2.0-INCH HMAC BINDER/BASE COURSE
10-INCH AGGREGATE BASE COURSE
FINE GRADE SUBGRADE NOT TO EXCEED 2%
H. 851 S.Y.
20'10' 40'N
GRADING LEGEND
PROPOSED ELEVATION
EX EXISTING
P PAVEMENT
SW SIDEWALK
T/C TOP OF CURB
BM BENCHMARKINL STORM INLET
MH MANHOLE
T/WALL TOP OF WALL
G/WALL GRADE AT WALL
IMPROVEMENT IS BASED ON ITEM NUMBER FROM
TITLE III ADA COMPLIANCE REVIEW OF ST. LOUIS
GALLERIA PREPARED BY TRACIE L. DICKERSON
DATED OCTOBER 13, 2011
ADM
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Y:\GeneralGrowthProper
ties\SaintLouisGalleria\CoreData\CAD\2
012ConstructionDrawings\SaintLouis
_2012
_Construction-REV.dwg
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NEW ADA COMPLIANT PARALLEL
CURB RAMP, 12:1 MAX. RUNNING
SLOPE AND 2% MAX. CROSS SLOPE,
REMOVE EXISTING CURB RAMP.
SIDEWALK AREA =318 S.F.
CURB LENGTH =17 L.F.
CURB & GUTTER LENGTH =42 L.F.
610
TRUNCATED DOMES, 5' X 2'5A10
FLAT
12:1
12:1
12:1
NEW ADA COMPLIANT PARALLEL CURB RAMP,
12:1 MAX. RUNNING SLOPE AND 2% MAX. CROSS
SLOPE, REMOVE EXISTING CURB RAMP.
CURB LENGTH =18 L.F.
610
RAMP WITH 12:1 MAX.
RUNNING SLOPE
TRANSITION CURB HEIGHT TO
MATCH RAMP SLOPE
CURB & GUTTER LENGTH =19 L.F.
PROPOSED 5-FOOT WIDE 5" SIDEWALK
WITH 2% MAX. CROSS SLOPE
AREA =974 S.F.
REMOVE EXISTINGLANDSCAPE ISLANDS
GRIND OUT EXISTING CROSSWALK
PAVEMENT MARKINGS
REMOVE EXISTING SIDEWALK
CURB LENGTH =48 L.F.
CROSSWALK
SIGN (R1-6) ON
BOLLARD BASE
POST, PAINTED
YELLOW
CROSSWALK
SIGN (R1-6)
BOLLARDS, PAINTED
YELLOW (TYP.)1
7
PROPOSED B6.12 CURBAND GUTTER
LENGTH =345 L.F.
4
10
24-INCH WHITE CROSSWALK
STRIPING AT 4' O.C.9
10
100.00 BM INL
100.86 SW,EX. P
100.80 SW, T/C100.25 P
100.70 SW, EX. P
100.80T/C
100.63SW, P100.63T/C
100.47EX.P
101.03 SW,EX. P
100.96 SW,P
101.00 EX. P
100.96 T/C
100.73 EX. P100.85 T/C100.35 EX. P
100.84 SW, EX. P100.84 T/C
100.79 SW, EX. P
100.72SW, P101.22T/C
100.77T/C
100.00SW, P100.50T/C
103.03T/C102.53EX.P
102.88 T/C102.27 EX. P
102.68 T/C102.68 EX. P
102.68 T/C102.18 EX. P
102.62T/C102.12EX.P
102.68 T/C102.68 EX. P
103.10 SW
102.60T/C102.10EX.P
I
I
MATCHLINE
SEE SHEET 6
MATCHLINE
SEE RIGHT
MATCHLINE
SEE LEFT
5'-0"
4'-0"
6"
6" 6" 6"
GRADE
4,000 PSI PORTLAND
CEMENT CONCRETE
CONSTRUCT BOLLARD USING 6" DUCTILEIRON PIPE AND FILL WITH CONCRETE. COVERWITH YELLOW PLASTIC BOLLARD SLEEVE.
BOLLARD1
7
1110
PAVEMENT LEGEND
INLET FILTER BASKETS TO BE INSTALLED IN ALL
DRAINAGE STRUCTURES WITHIN AND DOWNSTREAM OF
WORK LIMITS.
AREA
110
PROPOSED LIMITS OF FULL DEPTH PAVEMENT REMOVAL
2.0-INCH HMAC SURFACE/WEARING COURSE
2.0-INCH HMAC BINDER/BASE COURSE
10-INCH AGGREGATE BASE COURSE
TRANSITION FROM SIDEWALK TO EXISTING PAVEMENT
I. 29 S.Y.
20'10' 40'N
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Y:\GeneralGrowthProper
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_2012
_Construction-REV.dwg
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REMOVE AND REPLACE PAVEMENT.SLOPES SHALL NOT EXCEED 2% IN ANY
DIRECTION.
REMOVE AND REPLACE EXISTING CURB TO
ADJUSTED PAVEMENT ELEVATION (TYP.)
LENGTH =27 L.F.
4
10
NEW ADA COMPLIANT CURB RAMP, 12:1
MAX. RUNNING SLOPE WITH 10:1 MAX. SIDEFLARE SLOPES 5
10AREA =75 S.F.
#61
#62
J
#61
#00 1110
PAVEMENT LEGEND
INLET FILTER BASKETS TO BE INSTALLED IN ALL
DRAINAGE STRUCTURES WITHIN AND DOWNSTREAM OF
WORK LIMITS.
AREA
110
PROPOSED LIMITS OF FULL DEPTH PAVEMENT REMOVAL
2.0-INCH HMAC SURFACE/WEARING COURSE
2.0-INCH HMAC BINDER/BASE COURSE
10-INCH AGGREGATE BASE COURSE
FINE GRADE SUBGRADE NOT TO EXCEED 2%
J. 20 S.Y.
20'10' 40'N
IMPROVEMENT IS BASED ON ITEM NUMBER FROM
TITLE III ADA COMPLIANCE REVIEW OF ST. LOUIS
GALLERIA PREPARED BY TRACIE L. DICKERSON
DATED OCTOBER 13, 2011
ADM
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Y:\GeneralGrowthProper
ties\SaintLouisGalleria\CoreData\CAD\2012ConstructionDrawings\SaintLouis
_2012
_Construction-REV.dwg
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2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
2%
MAX.
SLOPETO
EXISTING
SLOPETO
EXISTING
SLOPETO
EXISTING
SLOPETO
EXISTING
NEW ADA COMPLIANT CURB RAMP, 12:1
MAX. RUNNING SLOPE WITH 10:1 MAX. SIDEFLARE SLOPES 5
10AREA =75 S.F.
ACCESSIBLE P ARKING SIGNAGE (R7-8) WITH BOLLARD
TYPE SIGN POSTS(PAVED AREAS). ADD "VAN ACCESSIBLE"SIGN (R7-8P)WHERE NOTED AS "V.A."
10
10
REMOVE AND REPLACE EXISTING CURB TO
THE GRADES SHOWN (TYP.)
LENGTH =41 L.F.
4
10ACCESSIBLE PARKINGSYMBOLS (TYP.) 8
10
ACCESSIBLE PARKING STALL STRIPING TO
BE 4-INCH YELLOW PAINT, DIAGONALS TOBE 8-INCH YELLOW PAINT AT 3' O.C. (TYP.)
NEW ADA COMPLIANT RETURN CURB RAMP
WITH 12:1 MAX. RUNNING SLOPE AND 2%MAX. CROSS SLOPE.7
10 SIDEWALK AREA =35 S.F.CURB LENGTH =14 L.F.
END WORK IN NEAT STRAIGHT J OINT, SAWCUT
AS NECESSARY AND SEAL JOINTS (TYP.)3
10
ACCESSIBLE ROUTETO MALL ENTRANCEACCESSIBLE ROUTE
TO MALL ENTRANCE
MALL ENTRANCE
#63
#67
100.00 BM #1 DOOR
98.96 EX. P
98.68 EX. P
98.68 EX. P98.88 EX. P
98.72 EX. P 99.28 EX. P
100.00 BM #2 T/C
99.32 EX. P
99.16 EX. P99.10 P
98.80 EX. P
97.81EX.P
97.52 EX. P97.54 EX. P
98.18EX.P
98.56EX.P
98.70EX.P
98.60P
98.80P
98.35 P 98.35 P
98.50PK
BM #2BM #1
#64 #65
#00
100.00
1110
PAVEMENT LEGEND
INLET FILTER BASKETS TO BE INSTALLED IN ALL
DRAINAGE STRUCTURES WITHIN AND DOWNSTREAM OF
WORK LIMITS.
110
K. SURFACE COURSE = 434 S.Y.
LEVELING BINDER = 43 TONS
PROPOSED LIMITS OF PARKING SURFACE LEVELING/TRANSITION
4-INCH SURFACE MILLING
2.0-INCH HMAC SURFACE/WEARING COURSE
VARIABLE DEPTH LEVELING BINDER, 2% MAX. IN ACCESSIBLE
PARKING AREAS
BASE REPAIR AS DIRECTED
20'10' 40' N
GRADING LEGEND
PROPOSED ELEVATION
EX EXISTING
P PAVEMENTSW SIDEWALK
T/C TOP OF CURB
BM BENCHMARKINL STORM INLET
MH MANHOLE
T/WALL TOP OF WALL
G/WALL GRADE AT WALL
4-INCH YELLOW PARKING STALL STRIPING
6-INCH YELLOW LANE LINE
8-INCH YELLOW DIAGONALS
24-INCH WHITE THERMOPLASTIC CROSSWALK
ACCESSIBLE SYMBOLS
STRIPING QUANTITIES (ALL SHEETS)
= 2,456 L.F.
= 2 58 L. F.
= 1,588 L.F.
= 4 48 L. F.
= 45 EA
IMPROVEMENT IS BASED ON ITEM NUMBER FROM
TITLE III ADA COMPLIANCE REVIEW OF ST. LOUIS
GALLERIA PREPARED BY TRACIE L. DICKERSON
DATED OCTOBER 13, 2011
ADM
SHE
PRO
PRO
CLI
ZIM
NO.
CON
CONATTWO
SHEE
O
P
SIG
GEN110
CHI
SAI
115ST.
THE
PRO
NOR
1
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