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PAVEMENT 6x6 - 10/ 10 WELDED FACE �- _� CC) a° `
4 CONC. SIDEWALK W 1 g FT, 1 RADIUS TOOLED �y :;v> I�
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TRANSVERSE CONTRACTION JOINTS (TYP,) 6x6 - 10/10 WELDED d -L- ROUND EDGE ,O . �- ,:
TRANSVERSE EXPANSION JOINTS (TYP.) NOTE; e 4-.4
40' O.C. WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, ® 10' 0•C. WIRE FABRIC BROOM FINISH EXPANSION JOINT °° ° �EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT 1/4" / FT, "� ®BUILDING
THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB e °
AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2" pl�lmmlsowm__, PAVEMENT
ROU ND DEFORMED BARS AT ABOUT 3 F00T INTERVALS. IF NO FLOOR SLAB
CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB _ _ _ IS CONSTRUCTED. EXPANSION JOINTS SHOULD BE PLACED AT _ _ 6x6 - 10/10
THE ENDS OF ALL RETURNS AND AT INTERVALS NOT TO EXCEED , III= 1I- IIIl =1l GRANULAR _` WELDED
I it II II I II' 'II II I II II I II�II -II � BACKFILL WIRE FABRIC
100 FEET. CONTRACTION JOINTS SHOULD BE INSTALLED AT 10= - - TIT �" 6 ° e
4 GRANULAR „ v N
FOOT SPACING. IhIII II I I i- iii- iir=nr n� ' BACKFILL COMPACTED SUBGRADE l
CURB JOINT DETAIL _ 6" 4" REBAR CONT. AT
4" GRANULAR COMPACTED AND WELL TOP &BOTTOM p
i' I °. DRAINED SUBGRADE °
NO SCALE BACKFILL Ili- il' •4
1 II 1.) CONTRACTION JOINTS TO BE I e
'II- II A MINIMUM OF 1 1/2" DEEP 1111f Z
COMPACTED AND III�III I II TURN DOWN SLAB 2.) SEE CONCRETE WALK SECTION FOR I I » Q
WELL DRAINED 1 -01 BELOW GRADE LOCATION OF JOINTS,
METAL CAP REQUIRED NUT W/ 16 GAUGE BONDERIZED STEEL SIGN 12" BLUE SUBGRADE - =1 III 3
_ 1 LOCKING WELDED CAP ON OUTER SIDES 3.) FULL DEPTH SEPARATORS ARE NOT ,�-
T _ WASHER SCREEN PRINT SYMBOL WHITE PERMITTED EXCEPT AT EXP. JOINTS. 6"
f INTERNATIONAL SYMBOL OF ACCESSIBILITY Ir
MEETING INDIANA ACCESSIBILITY CODE CONCRETE STOOP DETAIL
6" STD. STEEL w AND THE AMERICANS WITH DISABILITIES R VERIFY LETTERING SIZE INTEGRAL WALK AND CURB
PIPE PAINTED d ° ROUND HEAD ACT CRITERIA AND STYLE WITH
o ° STOP f BOLTS ACCESSIBLE VAN PARKING SIGN TO LOCAL AUTHORITY (ADJACENT TO SIDEWALK) NO SCALE
Li _
uj CE N WITH STATE AND w NO SCALE
SLOPE CONC. 1" ABOVE & R LOCAL CODES AT VAN SPACE
FINISH W/ STEEL TROWEL 0 C °o ~
i� 3" O.D. PIPE "U" TYPE FLANGED GALV. STEEL 30 W
PAVEMENT _� WITH A SIMILAR SIGN POST CENTERED IN 6" DIA. _
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1 STEEL PIPE FILLED W CONC. = a
COLOR FINISH / I ;� wN
0 SLOPE CONC. 1" ABOVE & ' ; °z VARIES " W
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I I I= I 1,=1 CONC, OR ^ SLOPE TO DRAIN FINISH W/ STEEL TROWEL ' , ;� � a
Tj- III -1� -II' R PAVER W " " 6x6E P 10/10 WE DE RACE ING MACHINE EXTRUDED CONCRETE CURB. PROVIDE
I Cl l l�l l 11_1 1.= a
SLOPE 1 /4 PER 1 -0 i CONTROL JOINTS ® 10 -0 ON CENTER,
FINISH 1 4 SLOPE PER FOOT � > v WIRE FABRIC � CURBS TO BE BONDED TO PAVEMENT WITH
/ FINISH GRADE TOOLED EDGE
- III =11 1 I BROOM FINISH M EXPANSION JOINT 0 BUILDING 6" g" EPDXY RESIN PER MANUFACTURERS
-III 1= "� RECOMMENDATIONS. CURE AND SEAL TO ATTAIN
1 =11 d: 1 /2" EXP, JOINT WITH , , .. MAXIMUM MOISTURE RETENTION, d
�I_II1 I� PREMOULDED JOINT FILLER _ = FINISH GRADE a .T.a, —, Z
1_111111 °
pl. M EARTH I -I II _ - d ° FLOOR SLAB — APPLY EPDXY
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I II I11I __ ` ° - I� e_ . "�' '�` T e _ _ = I I I ° t� In
II_ I� -rT -� _ITI -I cO CLASS "A" CONCRETE _ - .A �( B�j-T itIIIII1 IIIIII l III - III -II 1 I1 -1I " III a UNDER CONCRETE CURB p
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2l-0" 12" CONCRETE FOOTING r= �"� „ �T ''') 0 �- I -I I i- 4 GRANULAR BACKFILL
DIAMETER °
6" ASPHALT SURFACE COURSE Z N O
ASPHALT BINDER COURSE 0- c,1 rn
., I I I I; I I1= III — III — III =III- CRUSHED STONE BASE N a 0
GUARD POST DETAIL STOP SIGN DETAIL #5 - 12 LONG 18 Iil 1 -11 TURN DOWN SLAB -III = (COMPACTED SUBGRADE W
NO SCALE EACH WAY
NO SCALE s" 1' -0" BELOW GRADE —I �
ON OUTER SIDES • le
DISABLED PARKING SIGN CONCRETE STOOP DETAIL EXTRUDED CONCRETE CURB DETAIL
NO SCALE NO SCALE NO SCALE
HOT ASPHALT SURFACE
#11 OR 12 AGGREGATE
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HOT ASPHALT BASE 3 >
ARTERIAL - 10 1/2" „ 6x6 - 10/10 WELDED 'L° c L
PRIME COAT TOOLED CONTROL JOINT 1/4 WIRE FABRIC p
^ WIDE, MIN, 1" DEPTH GRADE AS PER 00
REMOVE STONE AS REQUIRED APPLIED ANTI - SPALLING BROOM FINISH Lo
COMPOUND
TO PROPER DEPTH 40• a c O
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COMPACTED #5D STONE 4" d 4" MP,) °-, c� �•, =a,- °�,'�• � 1" H.A.C. SURFACE -� ,N_ � r N
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��Q- , . e 2" H.A.C. BINDER O _
R COMPACTED GRANULAR I i i , — —I 2" COMPACTED AGGREGATE #53 0- bi �' 00 O po
4" GRANULAR BACKFILL - - - - _ _ _ - NOTES: - -I = I I1 =III —I I -I I # J O C) (0 N
BACKFILL 4 COMPACTED AGGREGATE 2 O
4 •- N r
—I 1 =1 1= 111= 111 =1I I- 111 =111 =' 1.) CONTROL JOINTS 5' -O" O,C. MO. p -o
I- III -1 I -1 I 1 =III 11= (SEE PLANS FOR ANY VARIATIONS) COMPACTED SUBGRADE _C a
NOTE; F P K N TA COMPACTED AND WELL 2.) EXPANSION JOINTS 20' -0" O,C. MAX. � � Po Li
NOTE: SYMBOL TO BE CENTERED ON WIDTH 0 AR I G S LL. DRAINED SUBGRADE
IN CASES WHERE THE STREET IS SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND. (SEE PLANS FOR ANY VARIATIONS)
SEVERELY DAMAGED A 2" BINDER (COLOR NO. 105090 IN FEDERAL STANDARDS 5950) DOUBLE
MAY ALSO BE REQUIRED. COAT, (TYP,) SYMBOL SHALL MEET INDIANA ACCESSIBILITY REGULAR DUTY
CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA,
TYPICAL PAVEMENT SECTION
Q CONCRETE WALK DETAIL NO SCALE
BITUMINOUS PATCHING DISABLED PAVEMENT SYMBOL
NO SCALE
c.i NO SCALE
I NO SCALE
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1/4" PER 1' -0" SLOPE WIRE FABRIC WELDED 6" CONC. SLAB WITH
c A ON BOTH SLABS I #3 BARS, 12 "O.C. GRADE PER
APPLIED ANTI - SPALLING r ° BOTH WAYS
VARIES COMPOUND ° IW W
TOOLED CONTRACTION J41NT 1 "RADIUS TOOLED W W GRASSY W W W °. y y . °. � �"J''' —� ° ° ° to
1/4" WIDE, MIN. 1 1/2' DEPTH ROUND EDGE e
° 1" H.A.C. SURFACE
to 0 :e . 1/8" / FT, d 8 ° 4 co 3" H.A.C. BINDER
'PAVEMENT a tz ° °:
� ° ° , ° d °° COMPACTED GRANULAR 3" COMPACTED AGGREGATE #53
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° °d ° °� AGGREGATE III— III —III-
d o- — —III —III I 5" COMPACTED AGGREGATE #2
dSIDEWALK a B ° ° ° 4 B °' ° d, _ w I i
=1 I -I
COMPACTED SUBGRADE
IN, ° dm a ° d ° 4 °� d d IDEWALK a (L W TYPICAL TRASH PAD SECTION NOTE; PAVEMENT SECTION BASED ii Ix
O -' - 1Ti -i11= ITI= �L111 -iiT == 6x6 - 10 10 4 ° ° ° p 9 a d o N ON TYPICAL SITE CONDITIONS. Q
f=1 - III - III - III - III -I I -r / d � ° RAMP 4, N NO SCALE W
n 4 1 • a WELDED ° 12:1 (MAX) ANY AREAS OF BAD SOILS MUST
GRANULAR III -TI- - IICIII -ITI WIRE FABRIC d ° ° a
BACKFILL -II, - 11Lilhlll -1 ° ( BE REMOVED AND RECOMPACTED
m J R W
„ k u4 ;f TO 9591 MODIFIED PROCTOR. W
COMPACTED SUBGRADE 6 j °llf;� „z Z_
0 4" REBAR CONT, AT W APPLIED JOINT SEALER HEAVY DUTY Lj u Z
0- TOP & BOTTOM TOOL BOTH SIDES OF
EXPANSION JOINT 1/2" PREFORMED TYPICAL PAVEMENT SECTION Z W
� 1.) CONTRACTION JOINTS TO BE III��III11 °� � R EXPANSION MATERIAL
A MINIMUM OF 1 1/2" DEEP I =1Ii =1 PLAN VIEW
1T( =i l
2 -) SEE CONCRETE WALK SECTION FOR III II� Ti1 =i NO SCALE LLI O LU
aD LOCATION OF JOINTS. "
-o _I 3 NOTE: DETECTABLE WARNINGS ON WALKING SURFACES SHALL CONSIST OF
1"0 3.) FULL DEPTH SEPARATORS ARE NOT -- RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCHES, A ., ° ° s V
N PERMITTED EXCEPT AT EXP, JOINTS.
HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER -TO- CENTER SPACING OF W
rNj NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING EXPANSION JOINT TO CONCRETE SLAB J
SURFACES, EITHER LIGHT -ON -DARK, OR DARK -ON- LIGHT, BOTTOM OF PAVEMENT
o SECTION A —A TOOLED CONTROL JOINT J
U THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF 1/4 ", 1 1/4" DEEP
/ THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES EXPANSION JOINT DETAIL 6x6 - W2,9 x W2,9 WELDED
SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR APPLIED ANTI- SPALLING WIRE FABRIC
NO SCALE
a SOUND -ON -CANE CONTACT, COMPOUND U.
v BROOM FINISH
d I d ° ° •° /3 OF CONC. THICKNESS
C ° ° d ° ° °d ° d ''
° ° ° a d ° d a ° ° ° d °d ° ° 1 /8 " -1 1 /4" DEEP SAWED b '
Li ° d ° ° ,, I d ° a a ° FLUSH WITH SURFACE OR TOOLED JOINT WITH JOINT SEALER
d d/4 GRANULAR BACKFILL j= _ i R
° ° a
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a
° 8 NOTES. - III =1 I I —III -111 =I 11=
1,) CONTROL JOINTS 5' -0" O.C. MAX. COMPACTED & WELL
DRAINED SUBGRADE SHEET NO.
SECTION B —B °° ° a • ° ° ° e° ° e as (SEE PLANS FOR ANY
ON JOINTS 20'-0" O.CSMAx,
DISABLED RAMP WITH MULTIPLE SEE PLANS FOR ANY VARIATIONS)
_.._. CONCRETE SLAB
DISABLED STALLS ALONG A WALK DETAIL
•o CONTRACTION JOINT 6" CONCRETE SLAB DETAIL C600
n NO SCALE NO SCALE NO SCALE
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