HomeMy WebLinkAbout09060016 Construction Plans for Carmel Public Library Parking & Signage Improvemnts pg. 04CD
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and Utility Plan and
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Intormar ion
MI 6
SIDEWALK
EV-
;4-
4" CONCRETE'"
4" LEVELING SAND COMPACTED'
COMPACTED SUBGRADE
SECTION A -A
NO SCALE
11
NO SCALE
4" WIDE BLUE
PAINT STRIPES
(TYP,)
ACCESS' LE PARKING SPACE MARKIN
8' MIN.
2440mm
(LIE::: ;I, r,11 ;1
h Pvr^nt Mark ne
ft,
PLAN
6' MIN.
I.. {J ;i'..'(.... C': travel
SPEED TABLE LAYOUT
2'
Mme -1= peR—
NOTE WHEN INSTALLING CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE FLOW ACROSS RAMP TO
AVOID PUDDLING
ACCESSIBLE RAMP
WITH CURB RETURN
ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS
SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. SEE DETAIL
PV -13. ACCESSIBLE SIGN PV 13� y
*AISLE
5' MIN.
1525mm
(2 STALLS)
5' -0" MIN. AISLE FOR REGULAR SPACE
-O" MIN. AISLE FOR VAN ACCESSIBLE SPACE
SEE SITE PLAN FOR ACTUAL DIMENSIONS
FACE OF CURB
ASPHALT
KI PAINTING.
ERNATIONAL SYMBOL
0 ACCESSIBILITY; BLUE
8' MIN,
2440mm
NM ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
ACCESSIBLE PARKING SPACE
PV -12 NO SCALE
PAINTED ISLANDS
4" SOLID WHITE LINE PAVEMENT MARKINGS
4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS
CHAIRBACK CURB AND GUTTER
DETECTABLE WARNING SURFACE
SEE DETAIL PV -20
1' 4" WHITE
STRIPE
EDGE OF PVMT
SOLID WHITE PAVEMENT STRIPING UNES
4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT TURN LANE AND RIGHT
TURN LANE CONFIGURATION, AND PARKING STALLS.
o.
TRA FFIC: STRIPINCI
MODIFIED CURB TRANSITION
(SEE DETAIL PV -11)
PROPOSED DEPRESSED CURB
PAVEMENT SURFACE
4"
4" WHITE
STRIPE
PAINTED CROSSWALKS
4" SOLID WHITE LINE PAVEMENT MARKINGS
PROPOSED DRIVE
GUTTER LINE
PLACE EDGE OF DEPRESSED CURB
ALONG EXISTING EDGE OF
PAVEMENT TO ALLOW FLOW FROM
GRAVEL DRAINAGE STRIP TO
CONTINUE ALONG GUTTER LINE
PV-t1 L NO SCALE
DEPRESSED CURB
CN
IDENTIFIED BY A SIGN SHOWING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
NOT BE OBSCURED BY A VEHICLE PARKED
IN THE SPACE.
ANSI 4.28.5 FINISH AND CONTRAST
THE CHARACTERS, SYMBOLS AND BACKGROUND
OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER
NON -GLARE FINISH. CHARACTERS AND SYMBOLS
SHALL CONTRAST WITH THEIR BACKGROUND, WITH
EITHER LIGHT CHARACTERS ON A DARK BACKGROUND
OR DARK CHARACTERS ON A LIGHT BACKGROUND.
SPACES COMPLYING WITH 4.1.2(5)(b) SHALL
HAVE AN ADDITIONAL EESIGN O "VLAN- ACCESSIBLE�I
MOUNTED ACCESSIBLEPARKING SPACES I ACCESSIBILITY. BE
NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL
BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
W W W W W
W W W W W W
W W W W
W W W W W W W
W W W W W W
W •Y •Y 4.
W W *LANDSCAPE A RE A W W
W W W W W W W W W W
W W W W W W W W W W
W W W W W W W W W W W
W W W W W W W W W
W W W W W W W W W W
W W W W W W W W W
DEPRESSED CURB
CURB TRANSITION DETAIL
TOP OF CURB
ALONG PROPOSED DRIVE
3' TAPER
MODIFIED CURB END TRANSmON
AT DRIVE AND PAVEMENT EDGE
NO SCALE
PRECAST CONC. PARKING BARRIERS
(4000 PSI.)
#5 REBAR 1' -6" LONG W/ 3/4"
HOLE CAST
CONCRETE PARKING BUMPER
NO SCALE
WHITE
REFLECTIVE
FACE
MATERIAL
CHANNEL POST
(2 /Ft.) 8' -10" LO
3' -3"
W W W
SEE CARMEL CURB STANDARDS
80 Ga.
Alum. ACCESS BLE I
POST TO BE PRE
PAINTED GALVANIZED STEEL
CONCRET
1
iG
0)
1
12
BELOW SURFACE MOUNT
ACCESSIBLE PARKING SIGN DETAIL
W
APPROX. 4"
GRAVEL DRAINAGE
STRIP ALONG
PAVEMENT EDGE
EXISTING EDGE
OF PAVEMENT
1" BEVELLED EDGE
#5 REBAR 1' -6" LONG
W/ 3/4" HOLE CAST
r 3' -3'
I'
1
PAVFMFNT MARKING
1'
6" STEEL POST
FILLED W /CONCRETE
PREPARED SUBGRADE COMPACTED PER
SPECIFICATIONS (SUBGRADE COMPACTED TO 100%
STANDARD PROCTOR PER ASTMD698 /AASHTOT99 OR
SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR
PER ASTMD1557 /AASHTOT180)
PREPARED SUBGRADE COMPACTED PER
SPECIFICATIONS (SUBGRADE COMPACTED TO 100%
STANDARD PROCTOR PER ASTMD698 /AASHTOT99 OR
SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR
PER ASTMD1557 /AASHTOT180)
VV -04
2,50011 CONCRETE
(V
NO SCALE
MIN. 4" TOP SOIL
NO SCALE
0 9»
STEEL POST
FILLED W /CONCRETE
PLAN
6
PROFILE
CONE TOP
PVM'T
O
PROTECTIVE POST DETAIL
L GHT DUTY SECTION
HEAVY DUTY SECTION
ASPHALT PAVEMENT SECTIONS
5'-0" BETWEEN
TRANSVERSE JOINTS
VARIES
Ir (SEE SITE PLAN)
I I
MIN. 4" TOP SOIL
-I 4' CONCRETE ..,.w""".,..,�
CONCRETE SIDEWALK /PAVEMENT
NO SCALE
4" CONCRETE
4" #53 STONE BASE
1.5" HMA SURFACE 9.5 mm
3' HMA INTERMEDIATE 12.5 mm
2 -3" LIFTS COMPACTED AGGREGATE 1153 BASE
1.5" HMA SURFACE 9.5 mm
4" HMA INTERMEDIATE 12.5 mm
2 -4" LIFTS COMPACTED AGGREGATE #53 BASE
18' -0" BETWEEN EXPANSION JOINTS (MAX.)
1% MIN.
2% MAX.
4 COMPACTED AGGREGATE 1153 BASE
COMPACTED SUBGRADE
VARIES SEE SITE PLANS
COMPACTED SUBGRADE
LONGITUDINAL
DUMMY JOINT
6" 6"
PnkmQimmn u►ni V nnm Pi iQQ M
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T.C. ELEV.
ASPH
STONE BASE
VARIES 0 -6"
SITE PLAN
COMPACTED SUBGRADE THE UPPER 6" SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE
CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER
UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALL ROCK
ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE SUBGRADE SURFACE.
ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE
FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE
SURFACE.
PV-9F
JOINT SEALANT
d /10 KEYWAY FORMED BY
FASTENING KEY TO FORM
KEYWAY JOINT
SAWCUT 1/4" CONTROL JOINT
I D/3
CONTROL JOINT
r-1 2"
1/8 "RADIUS
1/2" PREFORMED JOINT FILLER
EXPANSION JOINT
FILL WITH JOINT SEALER
BACKER ROD
NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT
ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR
PROPOSED PAVEMENTS, CURBS AND WALKS.
CONCRETE JOINT DETAILS
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PE 10809217
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0/25!0
Dote
COVERING
SITE PLAN DETAILS
DESIGN
'HOLEY MOLEY SAYS CALL AT LEAST
TWO FULL WORKING DAYS BEFORE YOU DIG
IT'S THE LAW
1- 800 382 -5544
CALL TELL FREE
1- 800 428 -5200
FOR CALLS OUTSIDE OF INDIANA
Drown By:
GCW
Checked By:
STA
Quality Assurance:
PJG
Scale: 0
Scale: 1' NA'
MINE 11111=
MIN
Sheet
(9n9
PARKING AND SIGNAGE IMPROVEMENTS
SITE PLAN DETAILS
3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
INDIANAPOLIS, INDIANA 46240
CIVIL TRANSPORTATION ENGINEERS
EQUIPMENT PLANING
PREFORMED
Thu,25 Jun 2009
INTERIOR DESIGN
ARCHITECTURE
STRAIGHT CONCRETE CURB
SEE RAMP
GROOVES DETAIL
srDFµ.�
1
u nUTr S T RIP
5"_
O MLA
NOTES:
'``tiyoa
z4"
,O
5
'R`•
BE
LINE
TO THE
TRAVEL
SEE DETECTABLE
WARNING DETAIL
SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED
COMPACTED AGGREGATE, N0. 53 STONE (STONE SHALL
IN THE COST OF RAMPS)
WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER
DIRECTOR OF TRAVEL TO CROSS ROADWAY (PARALLEL
CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF
CONCRETE
CURB GUTTER
PAVEMENT
CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED
DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE
RAMPS TO BE 6" OF CLASS "A" CONCRETE, ON 6" OF
PLACED FOR ALL CURB RAMPS AND SHALL BE INCLUDED
THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH
MINIMUM RECOMMENDED MOTH OF RAMP IS 4' 0"
TOOLED RIBBING SHALL BE PERPENDICULAR TO THE
ROADWAY CENTERLINE)
DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM
1/2" PREFORMED
JOINT FILLER 24" OF
6" CLASS TOOLED
RIBBING
"A" CONC.
12,:1
mard
6" COMP. NO. I/2" PREFORMED
53 STONE JOINT FILLER
RAMP CONSTRUCTION DETAIL
J �0 \O
SEE DETECTABLE o h�'
2" 2" 73 WARNING DETAIL D�
1" (TIP.)
f I I I II
-3 /B"
TOOLED RIBBING DETECTABLE WARNING DETAIL
STRAIGHT
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB
SHALL CONFORM TO CITYS CONCRETE CURB POLICY IN ALL RESPECTS
CONCRETE
IMINCUM
CONCRETE CURB
NO SCALE
SIMILAR SHAPE
POURED CURBS TO A MINIMUM DEPTH OF 1/2'
10' MINIMUM
UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
STANDARD
DRAWING
10 -13
DETAIL OF RAMP GROOVES
7- C.3
THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WTH THE EDGE OF 6" COMP. NO. 1/2' PREFORMED
ADJACENT PAVEMENT AND GUTTER LINE 53 STONE JOINT FILLER
MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' 0" RAMP CONSTRUCTION DETAIL (LYRICAL)
CITY OF CARMEL STANDARDS
STANDARD
DRAWING
10 -43D
MODI 1ED CURB RAMP TYPE 'C'
CD
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CD 0
CD 3
CN
i
P
d
CV
CV
DO
0
O
See S
Site a
Addit
and Utility Plan and
Td Utility [het ;ils for
OTILTl
Intormar ion
MI 6
SIDEWALK
EV-
;4-
4" CONCRETE'"
4" LEVELING SAND COMPACTED'
COMPACTED SUBGRADE
SECTION A -A
NO SCALE
11
NO SCALE
4" WIDE BLUE
PAINT STRIPES
(TYP,)
ACCESS' LE PARKING SPACE MARKIN
8' MIN.
2440mm
(LIE::: ;I, r,11 ;1
h Pvr^nt Mark ne
ft,
PLAN
6' MIN.
I.. {J ;i'..'(.... C': travel
SPEED TABLE LAYOUT
2'
Mme -1= peR—
NOTE WHEN INSTALLING CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE FLOW ACROSS RAMP TO
AVOID PUDDLING
ACCESSIBLE RAMP
WITH CURB RETURN
ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS
SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. SEE DETAIL
PV -13. ACCESSIBLE SIGN PV 13� y
*AISLE
5' MIN.
1525mm
(2 STALLS)
5' -0" MIN. AISLE FOR REGULAR SPACE
-O" MIN. AISLE FOR VAN ACCESSIBLE SPACE
SEE SITE PLAN FOR ACTUAL DIMENSIONS
FACE OF CURB
ASPHALT
KI PAINTING.
ERNATIONAL SYMBOL
0 ACCESSIBILITY; BLUE
8' MIN,
2440mm
NM ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
ACCESSIBLE PARKING SPACE
PV -12 NO SCALE
PAINTED ISLANDS
4" SOLID WHITE LINE PAVEMENT MARKINGS
4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS
CHAIRBACK CURB AND GUTTER
DETECTABLE WARNING SURFACE
SEE DETAIL PV -20
1' 4" WHITE
STRIPE
EDGE OF PVMT
SOLID WHITE PAVEMENT STRIPING UNES
4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT TURN LANE AND RIGHT
TURN LANE CONFIGURATION, AND PARKING STALLS.
o.
TRA FFIC: STRIPINCI
MODIFIED CURB TRANSITION
(SEE DETAIL PV -11)
PROPOSED DEPRESSED CURB
PAVEMENT SURFACE
4"
4" WHITE
STRIPE
PAINTED CROSSWALKS
4" SOLID WHITE LINE PAVEMENT MARKINGS
PROPOSED DRIVE
GUTTER LINE
PLACE EDGE OF DEPRESSED CURB
ALONG EXISTING EDGE OF
PAVEMENT TO ALLOW FLOW FROM
GRAVEL DRAINAGE STRIP TO
CONTINUE ALONG GUTTER LINE
PV-t1 L NO SCALE
DEPRESSED CURB
CN
IDENTIFIED BY A SIGN SHOWING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
NOT BE OBSCURED BY A VEHICLE PARKED
IN THE SPACE.
ANSI 4.28.5 FINISH AND CONTRAST
THE CHARACTERS, SYMBOLS AND BACKGROUND
OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER
NON -GLARE FINISH. CHARACTERS AND SYMBOLS
SHALL CONTRAST WITH THEIR BACKGROUND, WITH
EITHER LIGHT CHARACTERS ON A DARK BACKGROUND
OR DARK CHARACTERS ON A LIGHT BACKGROUND.
SPACES COMPLYING WITH 4.1.2(5)(b) SHALL
HAVE AN ADDITIONAL EESIGN O "VLAN- ACCESSIBLE�I
MOUNTED ACCESSIBLEPARKING SPACES I ACCESSIBILITY. BE
NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL
BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
W W W W W
W W W W W W
W W W W
W W W W W W W
W W W W W W
W •Y •Y 4.
W W *LANDSCAPE A RE A W W
W W W W W W W W W W
W W W W W W W W W W
W W W W W W W W W W W
W W W W W W W W W
W W W W W W W W W W
W W W W W W W W W
DEPRESSED CURB
CURB TRANSITION DETAIL
TOP OF CURB
ALONG PROPOSED DRIVE
3' TAPER
MODIFIED CURB END TRANSmON
AT DRIVE AND PAVEMENT EDGE
NO SCALE
PRECAST CONC. PARKING BARRIERS
(4000 PSI.)
#5 REBAR 1' -6" LONG W/ 3/4"
HOLE CAST
CONCRETE PARKING BUMPER
NO SCALE
WHITE
REFLECTIVE
FACE
MATERIAL
CHANNEL POST
(2 /Ft.) 8' -10" LO
3' -3"
W W W
SEE CARMEL CURB STANDARDS
80 Ga.
Alum. ACCESS BLE I
POST TO BE PRE
PAINTED GALVANIZED STEEL
CONCRET
1
iG
0)
1
12
BELOW SURFACE MOUNT
ACCESSIBLE PARKING SIGN DETAIL
W
APPROX. 4"
GRAVEL DRAINAGE
STRIP ALONG
PAVEMENT EDGE
EXISTING EDGE
OF PAVEMENT
1" BEVELLED EDGE
#5 REBAR 1' -6" LONG
W/ 3/4" HOLE CAST
r 3' -3'
I'
1
PAVFMFNT MARKING
1'
6" STEEL POST
FILLED W /CONCRETE
PREPARED SUBGRADE COMPACTED PER
SPECIFICATIONS (SUBGRADE COMPACTED TO 100%
STANDARD PROCTOR PER ASTMD698 /AASHTOT99 OR
SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR
PER ASTMD1557 /AASHTOT180)
PREPARED SUBGRADE COMPACTED PER
SPECIFICATIONS (SUBGRADE COMPACTED TO 100%
STANDARD PROCTOR PER ASTMD698 /AASHTOT99 OR
SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR
PER ASTMD1557 /AASHTOT180)
VV -04
2,50011 CONCRETE
(V
NO SCALE
MIN. 4" TOP SOIL
NO SCALE
0 9»
STEEL POST
FILLED W /CONCRETE
PLAN
6
PROFILE
CONE TOP
PVM'T
O
PROTECTIVE POST DETAIL
L GHT DUTY SECTION
HEAVY DUTY SECTION
ASPHALT PAVEMENT SECTIONS
5'-0" BETWEEN
TRANSVERSE JOINTS
VARIES
Ir (SEE SITE PLAN)
I I
MIN. 4" TOP SOIL
-I 4' CONCRETE ..,.w""".,..,�
CONCRETE SIDEWALK /PAVEMENT
NO SCALE
4" CONCRETE
4" #53 STONE BASE
1.5" HMA SURFACE 9.5 mm
3' HMA INTERMEDIATE 12.5 mm
2 -3" LIFTS COMPACTED AGGREGATE 1153 BASE
1.5" HMA SURFACE 9.5 mm
4" HMA INTERMEDIATE 12.5 mm
2 -4" LIFTS COMPACTED AGGREGATE #53 BASE
18' -0" BETWEEN EXPANSION JOINTS (MAX.)
1% MIN.
2% MAX.
4 COMPACTED AGGREGATE 1153 BASE
COMPACTED SUBGRADE
VARIES SEE SITE PLANS
COMPACTED SUBGRADE
LONGITUDINAL
DUMMY JOINT
6" 6"
PnkmQimmn u►ni V nnm Pi iQQ M
H-
z
0
0
T.C. ELEV.
ASPH
STONE BASE
VARIES 0 -6"
SITE PLAN
COMPACTED SUBGRADE THE UPPER 6" SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE
CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER
UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALL ROCK
ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE SUBGRADE SURFACE.
ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE
FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE
SURFACE.
PV-9F
JOINT SEALANT
d /10 KEYWAY FORMED BY
FASTENING KEY TO FORM
KEYWAY JOINT
SAWCUT 1/4" CONTROL JOINT
I D/3
CONTROL JOINT
r-1 2"
1/8 "RADIUS
1/2" PREFORMED JOINT FILLER
EXPANSION JOINT
FILL WITH JOINT SEALER
BACKER ROD
NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT
ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR
PROPOSED PAVEMENTS, CURBS AND WALKS.
CONCRETE JOINT DETAILS
C
I)
0
U
z Z
zw
Z
Q
a-
C
z
Q
J
C
z
Q
a)
Q
U
El)
0
U
a
VI
W
g
ea
CERTIFIED BY; ie
►o►nHr uun p qq
3ean Ga
T
G ZS F9.
rtr Q F SI
PE 10809217
-p i STATE OF I c
I 0%
',,Q m u ►,v�
0/25!0
Dote
COVERING
SITE PLAN DETAILS
DESIGN
'HOLEY MOLEY SAYS CALL AT LEAST
TWO FULL WORKING DAYS BEFORE YOU DIG
IT'S THE LAW
1- 800 382 -5544
CALL TELL FREE
1- 800 428 -5200
FOR CALLS OUTSIDE OF INDIANA
Drown By:
GCW
Checked By:
STA
Quality Assurance:
PJG
Scale: 0
Scale: 1' NA'
MINE 11111=
MIN
Sheet
(9n9
PARKING AND SIGNAGE IMPROVEMENTS
SITE PLAN DETAILS
3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
INDIANAPOLIS, INDIANA 46240
CIVIL TRANSPORTATION ENGINEERS
EQUIPMENT PLANING
PREFORMED
Thu,25 Jun 2009
INTERIOR DESIGN
ARCHITECTURE
STRAIGHT CONCRETE CURB
CITY OF CARMEL STANDARDS
MODIFIED CURB RAW TYPE 'A'
3" TOP SOIL
BACKFILL
S1**
,fi
'?...4
1/4"
J �0 \O
SEE DETECTABLE o h�'
2" 2" 73 WARNING DETAIL D�
BITUMINOUS PAVEMENT
CLASS "A"
COMPACTED
N
STRAIGHT
NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB
SHALL CONFORM TO CITYS CONCRETE CURB POLICY IN ALL RESPECTS
CONCRETE
IMINCUM
CONCRETE CURB
NO SCALE
SIMILAR SHAPE
POURED CURBS TO A MINIMUM DEPTH OF 1/2'
10' MINIMUM
UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
STANDARD
DRAWING
10 -13
RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS)
THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WTH THE EDGE OF 6" COMP. NO. 1/2' PREFORMED
ADJACENT PAVEMENT AND GUTTER LINE 53 STONE JOINT FILLER
MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' 0" RAMP CONSTRUCTION DETAIL (LYRICAL)
STREET CUT REPAIR DETAIL
STANDARD
DRAWING
10 -43A
CROSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE)
DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO
PREVENT PUDDLES AT THE PATH OF TRAVEL
EDGES TO BE SAWCUT AND
CLEAN OF DEBRIS AND LOOSE
ASPHALT BEFORE PATCHING
5' (MAX.)
1.5" ASPHALT SURFACE
12' CONCRETE
MODIFIED CURB RAMP TYPE 'C'
MODIFIED CUR!
CITY OF C
/�j //%/1/%1/11////
j/
;ITYOFCI
PLOWABLE FILL
12
3" B BORROW
BEDDING
L
1
jj
j/
/j�
/j am' fi.
/A,%
k
//jj 1
12
NOTES:
CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, 2 2 0.3 "--1
i <<,!„</,e,</4\
/�A\ C K\
1.25xOD +18"
STREET
NOTES:
1. TRENCH SPOIL IS TO BE REMOVED FROM WORK SITE AND DISPOSED OF
2. FLOWABLE FILL IS TO SERVE AS BACKFILL TO THE DIMENSION LISTED
3, THE EXISTING PAVEMENT IS TO BE TACK COATED PRIOR TO THE LAYING
APPLIED AS SPECIFIED IN THE LATEST STANDARD OF INDOT SPECIFICATIONS,
CUT REPAIR DETAIL
NO SCALE
OUT OF THE RIGHT -OF -WAY
IN THIS DETAIL
OF NEW ASPHALT. TACK COAT IS TO BE
SECTION 902
SURFACE
BE PER MANUFACTURER'S RECOMMENDATIONS (TYP. #8 STONE TO 12" ABOVE TOP OF PIPE).
STANDARD
DRAWING
10 -20
4 THE NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING
5. FLOWABLE FILL SHALL CONFORM TO INDOT SPECIFICATION SECTION 213
6. IF PIPE IS PLASTIC OR HOPE: HAUNCHING AND INITIAL BACKFlLL SHALL
FINAL BACKFILL SHALL BE FLOWABLE FILL UP TO 12" CONCRETE CAP.
DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE DETAIL OF RAMP GROOVES 0.3"
BITUMINOUS PATCH DETAIL
CITY OF CARMEL STANDARDS
EDGES TO BE SAWCUT AND
CLEAN OF DEBRIS AND LOOSE
ASPHALT BEFORE PATCHING
SEAMS TO BE IRONED
�j
5' OR GREATER
BITUMINOUS PATCH
/j
1.5" BITUMINOUS SURFACE in ON
2.5" BITUMINOUS BINDER i9 ON
w,, 12" COMPACTED AGGREGATE #53
THE PAVEMENT SECTION SHALL MATCH THE EXISTING
PAVEMENT SECTION IF GREATER AT THE DISCRETION
8- BORROW FOR STRUCTURE BACKFILL /1',
jj
TO MEET THE REQUIREMENTS OF INDOT %j
SPECIFICATION SECTION 211 yj
UNDISTURBED EARTH
BITUMINOUS
TO ONLY BE USED
j
j jj
/jj%j
/j OF THE CITY ENGINEER
%j j
jj%
PIPE BEDDING
STANDARD
DRAWING
10-21
PATCH DETAIL
NO SCALE
AS DIRECTED BY THE CITY ENGINEER
TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO J
6 COMP. NO
C 1 ROSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE) 53 STONE /2 PREFORME
JOINT FILLER
DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM GURU RAMPS TO
PREVENT PUDDLES AT THE PATH OF TRAVEL RAMP CONSTRUCTION DETAIL
(TYPICAL)
COMB \ID CURD AND GUTTER TYRE II
C TY OF CA? HM EL S TAi OAr F
24"
2
3" T3"
6" 18"
3 TOP SDI_
CChlRAC
41
y
2 <ADUS
I�
3 TO SOIL
COMP. C T D
1'R
2 "RPDIU
In
ASE
CI `A
w{XNJ.".RFTF
a
Y
CI ASS 'A'
CONORFTF
j
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DAC�r__ eo►a ?ACK�LL
LEE DIMENSIONS FOR LOCAL ROADS ONLY JSE DIMENSIONS FEB ALL ROADS EXCEPT LOCAL ROADS
0,19440/./V ED CUPB ND CUTTER YPF Ii
NO SCALE
N'.T =S: INTF'RAI •"LJRR YATH 7:71CRF F PVVFM=NT ANT/CR SIDFQ'u K SHAI I F SIIJII AR RHA..F
ALL BOTH ASSOCIATED ¢1111 T C INSTALLATCN Of 11115 CURING
SHAI f:CN O THE ASTFST REVS OW OF THE CI TY OF CARMF
CONCH =IL LXJHB W:LICY.
STANDA
DRAW
1C -111
COMBINE CURB AND GUT ER TYPE I
CI TY OF CARMEI ,7 TA OARF S
3" T0 SOIL
24"
6" 18"
7L"
5` 18"
r. 1"R.
3' CD SOIL
v
,r;
N
COMFA,CTEC
EACKFI
2 RAD US
S 1 /4 "Jr'T.
R 2" RADIUS
'.1 ;7P 1 /4 /TT.
a
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i
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CLASS "A"
f ONCRFTT
e 1
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COMPACTED Nr
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USE DIMENSIONS FOP. LOU._ RO,1D5 ONLY LSE C HENS DNS FOR ALL ROADS EXCEPT _OCAL ROADS
C' e rI 1 D 'C L. 8 A NC" CL T.TER TYPE /11
NO SC ALE
'.DIES: IN EDNA_ ',,JH3 W11H CONC'•LIE HAVEMEN ANU/UH SIDEWAL4 VHAL.L BE SIMILAR S -APE
MI WORK ASSOCIATE'. "61T11 nlr N;TAI A 11D\ or T S CDRITINO
SFAL CONFORM TO THE LASTEST REVISION OF THE IOTY OF CARNE_
CONCRETE CUR° POJD
u.7
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Intormar ion
MI 6
SIDEWALK
EV-
;4-
4" CONCRETE'"
4" LEVELING SAND COMPACTED'
COMPACTED SUBGRADE
SECTION A -A
NO SCALE
11
NO SCALE
4" WIDE BLUE
PAINT STRIPES
(TYP,)
ACCESS' LE PARKING SPACE MARKIN
8' MIN.
2440mm
(LIE::: ;I, r,11 ;1
h Pvr^nt Mark ne
ft,
PLAN
6' MIN.
I.. {J ;i'..'(.... C': travel
SPEED TABLE LAYOUT
2'
Mme -1= peR—
NOTE WHEN INSTALLING CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE FLOW ACROSS RAMP TO
AVOID PUDDLING
ACCESSIBLE RAMP
WITH CURB RETURN
ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS
SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. SEE DETAIL
PV -13. ACCESSIBLE SIGN PV 13� y
*AISLE
5' MIN.
1525mm
(2 STALLS)
5' -0" MIN. AISLE FOR REGULAR SPACE
-O" MIN. AISLE FOR VAN ACCESSIBLE SPACE
SEE SITE PLAN FOR ACTUAL DIMENSIONS
FACE OF CURB
ASPHALT
KI PAINTING.
ERNATIONAL SYMBOL
0 ACCESSIBILITY; BLUE
8' MIN,
2440mm
NM ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
ACCESSIBLE PARKING SPACE
PV -12 NO SCALE
PAINTED ISLANDS
4" SOLID WHITE LINE PAVEMENT MARKINGS
4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS
CHAIRBACK CURB AND GUTTER
DETECTABLE WARNING SURFACE
SEE DETAIL PV -20
1' 4" WHITE
STRIPE
EDGE OF PVMT
SOLID WHITE PAVEMENT STRIPING UNES
4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT TURN LANE AND RIGHT
TURN LANE CONFIGURATION, AND PARKING STALLS.
o.
TRA FFIC: STRIPINCI
MODIFIED CURB TRANSITION
(SEE DETAIL PV -11)
PROPOSED DEPRESSED CURB
PAVEMENT SURFACE
4"
4" WHITE
STRIPE
PAINTED CROSSWALKS
4" SOLID WHITE LINE PAVEMENT MARKINGS
PROPOSED DRIVE
GUTTER LINE
PLACE EDGE OF DEPRESSED CURB
ALONG EXISTING EDGE OF
PAVEMENT TO ALLOW FLOW FROM
GRAVEL DRAINAGE STRIP TO
CONTINUE ALONG GUTTER LINE
PV-t1 L NO SCALE
DEPRESSED CURB
CN
IDENTIFIED BY A SIGN SHOWING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
NOT BE OBSCURED BY A VEHICLE PARKED
IN THE SPACE.
ANSI 4.28.5 FINISH AND CONTRAST
THE CHARACTERS, SYMBOLS AND BACKGROUND
OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER
NON -GLARE FINISH. CHARACTERS AND SYMBOLS
SHALL CONTRAST WITH THEIR BACKGROUND, WITH
EITHER LIGHT CHARACTERS ON A DARK BACKGROUND
OR DARK CHARACTERS ON A LIGHT BACKGROUND.
SPACES COMPLYING WITH 4.1.2(5)(b) SHALL
HAVE AN ADDITIONAL EESIGN O "VLAN- ACCESSIBLE�I
MOUNTED ACCESSIBLEPARKING SPACES I ACCESSIBILITY. BE
NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL
BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
W W W W W
W W W W W W
W W W W
W W W W W W W
W W W W W W
W •Y •Y 4.
W W *LANDSCAPE A RE A W W
W W W W W W W W W W
W W W W W W W W W W
W W W W W W W W W W W
W W W W W W W W W
W W W W W W W W W W
W W W W W W W W W
DEPRESSED CURB
CURB TRANSITION DETAIL
TOP OF CURB
ALONG PROPOSED DRIVE
3' TAPER
MODIFIED CURB END TRANSmON
AT DRIVE AND PAVEMENT EDGE
NO SCALE
PRECAST CONC. PARKING BARRIERS
(4000 PSI.)
#5 REBAR 1' -6" LONG W/ 3/4"
HOLE CAST
CONCRETE PARKING BUMPER
NO SCALE
WHITE
REFLECTIVE
FACE
MATERIAL
CHANNEL POST
(2 /Ft.) 8' -10" LO
3' -3"
W W W
SEE CARMEL CURB STANDARDS
80 Ga.
Alum. ACCESS BLE I
POST TO BE PRE
PAINTED GALVANIZED STEEL
CONCRET
1
iG
0)
1
12
BELOW SURFACE MOUNT
ACCESSIBLE PARKING SIGN DETAIL
W
APPROX. 4"
GRAVEL DRAINAGE
STRIP ALONG
PAVEMENT EDGE
EXISTING EDGE
OF PAVEMENT
1" BEVELLED EDGE
#5 REBAR 1' -6" LONG
W/ 3/4" HOLE CAST
r 3' -3'
I'
1
PAVFMFNT MARKING
1'
6" STEEL POST
FILLED W /CONCRETE
PREPARED SUBGRADE COMPACTED PER
SPECIFICATIONS (SUBGRADE COMPACTED TO 100%
STANDARD PROCTOR PER ASTMD698 /AASHTOT99 OR
SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR
PER ASTMD1557 /AASHTOT180)
PREPARED SUBGRADE COMPACTED PER
SPECIFICATIONS (SUBGRADE COMPACTED TO 100%
STANDARD PROCTOR PER ASTMD698 /AASHTOT99 OR
SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR
PER ASTMD1557 /AASHTOT180)
VV -04
2,50011 CONCRETE
(V
NO SCALE
MIN. 4" TOP SOIL
NO SCALE
0 9»
STEEL POST
FILLED W /CONCRETE
PLAN
6
PROFILE
CONE TOP
PVM'T
O
PROTECTIVE POST DETAIL
L GHT DUTY SECTION
HEAVY DUTY SECTION
ASPHALT PAVEMENT SECTIONS
5'-0" BETWEEN
TRANSVERSE JOINTS
VARIES
Ir (SEE SITE PLAN)
I I
MIN. 4" TOP SOIL
-I 4' CONCRETE ..,.w""".,..,�
CONCRETE SIDEWALK /PAVEMENT
NO SCALE
4" CONCRETE
4" #53 STONE BASE
1.5" HMA SURFACE 9.5 mm
3' HMA INTERMEDIATE 12.5 mm
2 -3" LIFTS COMPACTED AGGREGATE 1153 BASE
1.5" HMA SURFACE 9.5 mm
4" HMA INTERMEDIATE 12.5 mm
2 -4" LIFTS COMPACTED AGGREGATE #53 BASE
18' -0" BETWEEN EXPANSION JOINTS (MAX.)
1% MIN.
2% MAX.
4 COMPACTED AGGREGATE 1153 BASE
COMPACTED SUBGRADE
VARIES SEE SITE PLANS
COMPACTED SUBGRADE
LONGITUDINAL
DUMMY JOINT
6" 6"
PnkmQimmn u►ni V nnm Pi iQQ M
H-
z
0
0
T.C. ELEV.
ASPH
STONE BASE
VARIES 0 -6"
SITE PLAN
COMPACTED SUBGRADE THE UPPER 6" SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE
CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER
UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALL ROCK
ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE SUBGRADE SURFACE.
ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE
FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE
SURFACE.
PV-9F
JOINT SEALANT
d /10 KEYWAY FORMED BY
FASTENING KEY TO FORM
KEYWAY JOINT
SAWCUT 1/4" CONTROL JOINT
I D/3
CONTROL JOINT
r-1 2"
1/8 "RADIUS
1/2" PREFORMED JOINT FILLER
EXPANSION JOINT
FILL WITH JOINT SEALER
BACKER ROD
NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT
ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR
PROPOSED PAVEMENTS, CURBS AND WALKS.
CONCRETE JOINT DETAILS
C
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-p i STATE OF I c
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0/25!0
Dote
COVERING
SITE PLAN DETAILS
DESIGN
'HOLEY MOLEY SAYS CALL AT LEAST
TWO FULL WORKING DAYS BEFORE YOU DIG
IT'S THE LAW
1- 800 382 -5544
CALL TELL FREE
1- 800 428 -5200
FOR CALLS OUTSIDE OF INDIANA
Drown By:
GCW
Checked By:
STA
Quality Assurance:
PJG
Scale: 0
Scale: 1' NA'
MINE 11111=
MIN
Sheet
(9n9
PARKING AND SIGNAGE IMPROVEMENTS
SITE PLAN DETAILS
3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
INDIANAPOLIS, INDIANA 46240
CIVIL TRANSPORTATION ENGINEERS
EQUIPMENT PLANING
PREFORMED
Thu,25 Jun 2009
INTERIOR DESIGN
ARCHITECTURE
MODIFIED CURB RAMP TYPE 'A'
A
CITY OF CARMEL STANDARDS
MODIFIED CURB RAW TYPE 'A'
rlilliiili
NOT TO SCALE
�P4" SEE RAMP
F.P.s,P 1/2" PREFORMED GROOVES DETAIL
-At'' JOINT FILLER )11 111 11111 ",_.-Altir
z OC �pQF
TOOLED RIBBING DETECTABLE WARNING DETAIL 1 2.1 0 p P
J �0 \O
SEE DETECTABLE o h�'
2" 2" 73 WARNING DETAIL D�
I..
DETAI: OF RAMP GROOVES I-0.T'
N DIES:
1/2" PREFORMED
CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, JOINT FILLER
INCLUDING SIDES, WHEN FORMS ARE REMOVED 24" OF CONCRETE
6" CLASS TOOLED CURB &GUTTER
DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE "A" CONC. RIBBING
RAMPS TO BE 6" OF CLASS "A" CONCRETE, ON 6" OF COMPACTED 2
AGGREGATE. NO. 53 STONE (STONE SHALL BE PLACED FOR ALL CURB
PAVEMENT
RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS)
THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WTH THE EDGE OF 6" COMP. NO. 1/2' PREFORMED
ADJACENT PAVEMENT AND GUTTER LINE 53 STONE JOINT FILLER
MINIMUM RECOMMENDED WIDTH OF RAMP IS 4' 0" RAMP CONSTRUCTION DETAIL (LYRICAL)
TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO
STANDARD
DRAWING
10 -43A
CROSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE)
DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM CURB RAMPS TO
PREVENT PUDDLES AT THE PATH OF TRAVEL
MODIFIED CURB RAMP TYPE 'C'
MODIFIED CUR!
CITY OF C
NOT TO SCALE
1/2 PREFORMED
JO NT F.LLER
4PAIPApr SEE RAMP
GROOVES DETAIL
Al
SEE DETECTABLE p r
WARNING DETAIL U. G��
TOOLED
I I l I I I I I I
3/8°
RIBBING DETECTABLE WARNING DETAIL
NOTES:
CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, 2 2 0.3 "--1
1
INCLUDING SIDES, WHEN FORMS ARE REMOVED I I
DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE DETAIL OF RAMP GROOVES 0.3"
RAMPS TO BE 6' OF CLASS "A" CONCRETE, ON 6' OF COMPACTED 1/2" PREFORMED
AGGREGATE, NO. 53 STONE (STONE SHALL BE PLACED FOR ALL CURB JOINT FILLER 24" OF
RAMPS AND SHALL BE INCLUDED IN THE COST OF RAMPS) 6 CLASS TOOLED CONCRETE
RIBBING CURB GUTTER
THE BOTTOM EDGE CF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF r "A" CONC.
V
Cr)
ADJACENT PAVEMENT AND GUTTER LINE 1 2:
MINIMUM RECOMMENCED TROTH OF RAMP IS 4' G"
PAVEMENT
STANDA
DRAWII
10 -4
TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION OF TRAVEL TO J
6 COMP. NO
C 1 ROSS ROADWAY (PARALLEL TO THE ROADWAY CENTERLINE) 53 STONE /2 PREFORME
JOINT FILLER
DRAINAGE INLETS SHALL BE LOCATED UPHILL FROM GURU RAMPS TO
PREVENT PUDDLES AT THE PATH OF TRAVEL RAMP CONSTRUCTION DETAIL
(TYPICAL)
CD
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CD 3
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See S
Site a
Addit
and Utility Plan and
Td Utility [het ;ils for
OTILTl
Intormar ion
MI 6
SIDEWALK
EV-
;4-
4" CONCRETE'"
4" LEVELING SAND COMPACTED'
COMPACTED SUBGRADE
SECTION A -A
NO SCALE
11
NO SCALE
4" WIDE BLUE
PAINT STRIPES
(TYP,)
ACCESS' LE PARKING SPACE MARKIN
8' MIN.
2440mm
(LIE::: ;I, r,11 ;1
h Pvr^nt Mark ne
ft,
PLAN
6' MIN.
I.. {J ;i'..'(.... C': travel
SPEED TABLE LAYOUT
2'
Mme -1= peR—
NOTE WHEN INSTALLING CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE FLOW ACROSS RAMP TO
AVOID PUDDLING
ACCESSIBLE RAMP
WITH CURB RETURN
ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS
SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. SEE DETAIL
PV -13. ACCESSIBLE SIGN PV 13� y
*AISLE
5' MIN.
1525mm
(2 STALLS)
5' -0" MIN. AISLE FOR REGULAR SPACE
-O" MIN. AISLE FOR VAN ACCESSIBLE SPACE
SEE SITE PLAN FOR ACTUAL DIMENSIONS
FACE OF CURB
ASPHALT
KI PAINTING.
ERNATIONAL SYMBOL
0 ACCESSIBILITY; BLUE
8' MIN,
2440mm
NM ONE IN EIGHT ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
ACCESSIBLE PARKING SPACE
PV -12 NO SCALE
PAINTED ISLANDS
4" SOLID WHITE LINE PAVEMENT MARKINGS
4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS
CHAIRBACK CURB AND GUTTER
DETECTABLE WARNING SURFACE
SEE DETAIL PV -20
1' 4" WHITE
STRIPE
EDGE OF PVMT
SOLID WHITE PAVEMENT STRIPING UNES
4" SOLID WHITE LINE PAVEMENT MARKINGS ARE TO BE USED FOR EACH LEFT TURN LANE AND RIGHT
TURN LANE CONFIGURATION, AND PARKING STALLS.
o.
TRA FFIC: STRIPINCI
MODIFIED CURB TRANSITION
(SEE DETAIL PV -11)
PROPOSED DEPRESSED CURB
PAVEMENT SURFACE
4"
4" WHITE
STRIPE
PAINTED CROSSWALKS
4" SOLID WHITE LINE PAVEMENT MARKINGS
PROPOSED DRIVE
GUTTER LINE
PLACE EDGE OF DEPRESSED CURB
ALONG EXISTING EDGE OF
PAVEMENT TO ALLOW FLOW FROM
GRAVEL DRAINAGE STRIP TO
CONTINUE ALONG GUTTER LINE
PV-t1 L NO SCALE
DEPRESSED CURB
CN
IDENTIFIED BY A SIGN SHOWING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
NOT BE OBSCURED BY A VEHICLE PARKED
IN THE SPACE.
ANSI 4.28.5 FINISH AND CONTRAST
THE CHARACTERS, SYMBOLS AND BACKGROUND
OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER
NON -GLARE FINISH. CHARACTERS AND SYMBOLS
SHALL CONTRAST WITH THEIR BACKGROUND, WITH
EITHER LIGHT CHARACTERS ON A DARK BACKGROUND
OR DARK CHARACTERS ON A LIGHT BACKGROUND.
SPACES COMPLYING WITH 4.1.2(5)(b) SHALL
HAVE AN ADDITIONAL EESIGN O "VLAN- ACCESSIBLE�I
MOUNTED ACCESSIBLEPARKING SPACES I ACCESSIBILITY. BE
NOTE: ONE IN EIGHT ACCESSIBLE SPACES SHALL
BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE.
W W W W W
W W W W W W
W W W W
W W W W W W W
W W W W W W
W •Y •Y 4.
W W *LANDSCAPE A RE A W W
W W W W W W W W W W
W W W W W W W W W W
W W W W W W W W W W W
W W W W W W W W W
W W W W W W W W W W
W W W W W W W W W
DEPRESSED CURB
CURB TRANSITION DETAIL
TOP OF CURB
ALONG PROPOSED DRIVE
3' TAPER
MODIFIED CURB END TRANSmON
AT DRIVE AND PAVEMENT EDGE
NO SCALE
PRECAST CONC. PARKING BARRIERS
(4000 PSI.)
#5 REBAR 1' -6" LONG W/ 3/4"
HOLE CAST
CONCRETE PARKING BUMPER
NO SCALE
WHITE
REFLECTIVE
FACE
MATERIAL
CHANNEL POST
(2 /Ft.) 8' -10" LO
3' -3"
W W W
SEE CARMEL CURB STANDARDS
80 Ga.
Alum. ACCESS BLE I
POST TO BE PRE
PAINTED GALVANIZED STEEL
CONCRET
1
iG
0)
1
12
BELOW SURFACE MOUNT
ACCESSIBLE PARKING SIGN DETAIL
W
APPROX. 4"
GRAVEL DRAINAGE
STRIP ALONG
PAVEMENT EDGE
EXISTING EDGE
OF PAVEMENT
1" BEVELLED EDGE
#5 REBAR 1' -6" LONG
W/ 3/4" HOLE CAST
r 3' -3'
I'
1
PAVFMFNT MARKING
1'
6" STEEL POST
FILLED W /CONCRETE
PREPARED SUBGRADE COMPACTED PER
SPECIFICATIONS (SUBGRADE COMPACTED TO 100%
STANDARD PROCTOR PER ASTMD698 /AASHTOT99 OR
SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR
PER ASTMD1557 /AASHTOT180)
PREPARED SUBGRADE COMPACTED PER
SPECIFICATIONS (SUBGRADE COMPACTED TO 100%
STANDARD PROCTOR PER ASTMD698 /AASHTOT99 OR
SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR
PER ASTMD1557 /AASHTOT180)
VV -04
2,50011 CONCRETE
(V
NO SCALE
MIN. 4" TOP SOIL
NO SCALE
0 9»
STEEL POST
FILLED W /CONCRETE
PLAN
6
PROFILE
CONE TOP
PVM'T
O
PROTECTIVE POST DETAIL
L GHT DUTY SECTION
HEAVY DUTY SECTION
ASPHALT PAVEMENT SECTIONS
5'-0" BETWEEN
TRANSVERSE JOINTS
VARIES
Ir (SEE SITE PLAN)
I I
MIN. 4" TOP SOIL
-I 4' CONCRETE ..,.w""".,..,�
CONCRETE SIDEWALK /PAVEMENT
NO SCALE
4" CONCRETE
4" #53 STONE BASE
1.5" HMA SURFACE 9.5 mm
3' HMA INTERMEDIATE 12.5 mm
2 -3" LIFTS COMPACTED AGGREGATE 1153 BASE
1.5" HMA SURFACE 9.5 mm
4" HMA INTERMEDIATE 12.5 mm
2 -4" LIFTS COMPACTED AGGREGATE #53 BASE
18' -0" BETWEEN EXPANSION JOINTS (MAX.)
1% MIN.
2% MAX.
4 COMPACTED AGGREGATE 1153 BASE
COMPACTED SUBGRADE
VARIES SEE SITE PLANS
COMPACTED SUBGRADE
LONGITUDINAL
DUMMY JOINT
6" 6"
PnkmQimmn u►ni V nnm Pi iQQ M
H-
z
0
0
T.C. ELEV.
ASPH
STONE BASE
VARIES 0 -6"
SITE PLAN
COMPACTED SUBGRADE THE UPPER 6" SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE
CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER
UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALL ROCK
ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE SUBGRADE SURFACE.
ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE
FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE
SURFACE.
PV-9F
JOINT SEALANT
d /10 KEYWAY FORMED BY
FASTENING KEY TO FORM
KEYWAY JOINT
SAWCUT 1/4" CONTROL JOINT
I D/3
CONTROL JOINT
r-1 2"
1/8 "RADIUS
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NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT
ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR
PROPOSED PAVEMENTS, CURBS AND WALKS.
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SITE PLAN DETAILS
DESIGN
'HOLEY MOLEY SAYS CALL AT LEAST
TWO FULL WORKING DAYS BEFORE YOU DIG
IT'S THE LAW
1- 800 382 -5544
CALL TELL FREE
1- 800 428 -5200
FOR CALLS OUTSIDE OF INDIANA
Drown By:
GCW
Checked By:
STA
Quality Assurance:
PJG
Scale: 0
Scale: 1' NA'
MINE 11111=
MIN
Sheet
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PARKING AND SIGNAGE IMPROVEMENTS
SITE PLAN DETAILS
3939 PRIORITY WAY SOUTH DRIVE, SUITE 400
INDIANAPOLIS, INDIANA 46240
CIVIL TRANSPORTATION ENGINEERS
EQUIPMENT PLANING
PREFORMED
Thu,25 Jun 2009
INTERIOR DESIGN
ARCHITECTURE