HomeMy WebLinkAbout06050005.11CLASS "A" CONCRETE
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CONCRETE
PAVEMENT
7
/ 6x6 - 4/4
�- WELDED WIRE
FABRIC
#4 REBAR
CONT. AT TOP
AND BOTTOM
(TYP.)
/T
OF EXPANSION JOINT AT BACK
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A �� OF CURB LINE OR AT SIDEWALK LINE
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MAXIMUM RAMP SLOPE 12:1-1
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APPLIED ANTI- SPALLING
COMPOUND
- 1 "RADIUS TOOLED
ROUND EDGE
-PAVEMENT
6x6 — 10/10
WELDED
WIRE FABRIC
(TYP.)
NOTE: SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL.
SYMBOLS ARE REQUIRED TO CONTRAST WITH BACKGROUND.
(COLOR NO. 105090 IN FEDERAL STANDARDS 5950) DOUBLE
COAT. (TYP.) SYMBOL SHALL MEET INDIANA ACCESSIBILITY
CODE AND THE AMERICANS WITH DISABILITIES ACT CRITERIA.
DISABLED PAVEMENT SYMBOL
NO SCALE
1 /8" ALUMINUM PAN
SCREEN PRINT SYMBI
COLORS SELECTI
BY LAND ARC
DISABLED SYMBOL
NOTE:
ONE SIGN MUST
HAVE 'VAN ACCES`.
2" SQ. ALUMINUM PC
FINISH AS PER SPECIFICATIC
FINISH GRAD
EARTH
CONCRETE FOOTINC
WHITE
BLUE
SLOPE CONC. 1" ABOVE &
FINISH W/ STEEL TROWEL
co
DISABLED PARKING SIGN
NO SCALE
A PLACE EXPANSION JOINT AT BACK
OF CURB LINE OR AT SIDEWALK LINE
RIBBED FINISH
31DEWALK
B
LSIDEWALI
d
B
12:1 (MAX)
Q
4' -0 "MIN.
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1.) CONTROL JOINTS 5' -0" O.C. MAX.
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DRAINED SUBGRADE
PLAN VIEW
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SECTION B —B
DISABLED RAMP WITH MULTIPLE
DISABLED STALLS ALONG A WALK DETAIL
NO SCALE
VARIES
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INTEGRAL WALK AND CURB
NO SCALE
METAL CAP REQUIRED
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6" STD. STEEL
PIPE PAINTED
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SLOPE CONC. 1 " ABOVE & w I
FINISH W/ STEEL TROWEL vii
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PAVEMENT - V, I
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2' -0" 1
GUARD POST DETAIL
NO SCALE
CLASS "A" CONCRETE
APPLIED ANTI - SPALLING
COMPOUND
.I "RADIUS TOOLED
ROUND EDGE
1EMENT
6x6 — 10/10
WELDED
WIRE FABRIC
COMPACTED SUBGRADE
NOTE: CONCRETE TO HAVE A LIGHT PLASTIC BROOM
FINISH AND ALL EDGES ARE TO BE TOOLED.
REINFORCED CONCRETE PAVEMENT
NO SCALE
TOOL BOTH SIDES OF APPLIED JOINT SEALER
EXPANSION JOINT 1/2" PERFOIN',TED
EXPANSION NATERIAL
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EXPANSION JOINT TO CONCRETE SLAB
BOTTOM OF PAVEMENT
EXPANSION JOINT DETAIL
NO SCALE
4000 PSI CONCRETE
6 x 6 - 4/4 WIRE MESH
4.
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COMPACTED SUBGRADE
NOTE: CONCRETE TO HAVE A LIGHT PLASTIC BROOM
FINISH AND ALL EDGES ARE TO BE TOOLED.
REINFORCED CONCRETE PAVEMENT
NO SCALE
FLUSH WITH SURFACE 1 /8 " -1 1/4" DEEP SAWED
6x6 4/4 WIRE MESH
d/4
• e
7CONCRETE SLAB
CONTROL JOINT
NO SCALE
PRECAST CONCRETE PARKING
BARRIER WITH 2 - #3 REBARS
USE 4000 PSI CONCRETE _CURB, BUILDING, EDGE OF
#5 REBAR PAVEMENT OR STRIPES
V -6" LONG
WITH 3/4"
PRECAST CONCRETE WHEEL STOP
NO SCALE
ED EDGE
)US
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— BUILDING
FACE
EXPANSION JOINT
0 BUILDING
FLOOR SLAB
IIIIIIIi'' IliliT~ Ilr l "-4" GRANULAR
BACKFILL
4" GRANULAR i COMPACTED AND WELL
BACKFILL l �i DRAINED SUBGRADE
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COMPACTED AND Ifl_III_II1-11I -11I
I�II1111 11 1 TURN DOWN SLAB
WELL DRAINED -111 1' -0" BELOW GRADE
SUBGRADE
6" ON OUTER SIDES
CONCRETE STOOP DETAIL
(ADJACENT TO SIDEWALK)
NO SCALE
100'
e. .
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PAVEMENT
TRANSVERSE EXPANSION JOINTS (TYP.)
TOP OF CURB
4.
BOTTOM OF CURB
NOTE: TRANSVERSE CONTRACTION JOINTS (TYP.)
WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT,
EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED
AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB. THE CURB
AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY 1/2" ROUND
DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE
PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED.
EXPANSION JOINTS SHOULD BE PLACED AT THE ENDS OF
ALL RETURNS AND AT INTERVALS NOT TO EXCEED 100 FEET.
CONTRACTION JOINTS SHOULD BE INSTALLED AT 10 FOOT SPACING.
CURB JOINT DETAIL
NO SCALE
CONCRETE WALK SECTION
NO SCALE
6x6 - 10/10
TOOLED CONTROL JOINT 1/4" WIRE FABRIC
WELDED
NOTE:
WIDE, MIN. 1" DEPTH
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JOINTS SHALL BE CUT
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WITH A JOINTER HAVING A
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RADIUS OF 1/4- AND FILLED
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WITH JOINT FILLER.
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4" GRANULAR BACKFILL--Z— — _______ _
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5' -0" BETWEEN
—111= III — III
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CONTROL JOINTS
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1.) CONTROL JOINTS 5' -0" O.C. MAX.
- -III•
COMPACTED AND WELL
;III-
(SEE PLANS
FOR ANY VARIATIONS)
DRAINED SUBGRADE
CONCRETE WALK SECTION
NO SCALE
6x6 - 10/10
TOOLED CONTROL JOINT 1/4" WIRE FABRIC
WELDED
WIDE, MIN. 1" DEPTH
APPLIED ANTI - SPALLING
BROOM FINISH
COMPOUND
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A.
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O b� o � o o
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p• o. O'
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b. b.
4" GRANULAR BACKFILL--Z— — _______ _
—_ -
NOTES:
—111= III — III
__
=III =III
I 1 =� �= III III
— III =II�-
1.) CONTROL JOINTS 5' -0" O.C. MAX.
- -III•
COMPACTED AND WELL
;III-
(SEE PLANS
FOR ANY VARIATIONS)
DRAINED SUBGRADE
2.) EXPANSION
JOINTS 20' -0" O.C. MAX.
(SEE PLANS
FOR ANY VARIATIONS)
CONCRETE WALK DETAIL
NO SCALE
PROPOSED
BUILDING ADDITION
112" PERFORATED -
EXPANSION MATERIAL
APPLIED JOINT SEALER
TOOLED EDGE
SEE THICKENED
EDGE DETAIL
I_ 10' OR FULL PANEL CONCRETE
EXPANSION JOINT TO
BOTTOM OF PAVEMENT
EXPANSION JOINT AT
BUILDING DETAIL
NO SCALE
rRADF AS PPP
°°. . °°. ° °.° o . , °,. , °,. , °,. , °,. ° 1., H.A.C. SURFACE
� u° ° ° ° o • °° o ad° Cb.o oo o. o ° .0 o
4" H.A.C. BINDER
3" COMPACTED AGGREGATE #53
—II 6" COMPACTED AGGREGATE #2
COMPACTED SUBGRADE
HEAVY —DUTY
TYPICAL PAVEMENT SECTION
NO SCALE
nRAnF AC PPP
°,• . °,• , 1" H.A.C. SURFACE
° -Cb.• d.o
o.**
° 2" HA.C. BINDER
I -1 1 I- 2" COMPACTED AGGREGATE #53
lip 4" COMPACTED AGGREGATE #2
COMPACTED SUBGRADE
REGULAR DUTY
TYPICAL PAVEMENT SECTION
NO SCALE
1/4"
1/2 "R
TOPSOIL �r
•�. I I =1 11 =1 I i-
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° °° °° '• °: ' II
` 11. =III —I �
EXISTING
G
III =III —I BACKFILL GROUND
- ...--- - -1- --
NOTES:
1.) CONTRACTION JOINTS SHALL BE PLACED EVERY 20' MAX. TO
A DEPTH OF 1 1/2".
2.) FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT
EXPANSION JOINTS.
3.) EXPANSION JOINTS TO BE PLACED @ 100' MINIMUM.
6" STRAIGHT CURB
NO SCALE
MACHINE CURBUADSDMANU MANUFACTURED RBY EPERMACUORBS
INTERNATIONAL. PROVIDE CONTROL JOINTS 0
10' -0" ON CENTER. CURBS TO BE BONDED
6" 6" TO PAVEMENT WITH EPDXY RESIN PER
MANUFACTURERS RECOMMENDATIONS. CURE AND
/ SEAL TO ATTAIN MAXIMUM MOISTURE RETENTION.
I� II APPLY EPDXY
III �•
l UNDER CONCRETE CURB
oo. °° '° '° ' ° °' •° • ° °' • ° °' • ° °• •°° ASPHALT SURFACE COURSE
o.° O. o,o o.o
° °-° °'0 °•o � O 0.0- ASPHALT BINDER COURSE
11--M_ I CRUSHED STONE BASE
COMPACTED SUBGRADE
EXTRUDED CONCRETE CURB DETAIL
NO SCALE
BUILDING WALL AND /OR
OVERHANG
5' -0" MIN. OR
SEE NOTE #3
B TRANSFORMER
L M PAD
FRONT SIDE
HIGH VOLTAGE
12"
=RONT c� APPROX. LOCATION 7' CONCRETE FILLED 6" STEEL POST
H.V. BARRIEfZ 4' -0" ABOVE GRADE, SET IN CONCRETE.
-Z z
LLF
SEE NOTE NO. 2.
Z p
LOW VOLTAGE NOTES:
PAD BY LP.L 1.) 10 FOOT CLEARANCE MUST BE MAINTAINED ON
FRONT SIDE OF PAD.
2.) CUSTOMER SHALL FURNISH AND INSTALL POSTS
PLAN VIEW TO PROTECT TRANSFORMER WHEN EXPOSED TO
VEHICULAR TRAFFIC.
IF ADJACENT �1 1/2" MAX.
6" THICK CONCRETE 3) OR OVERHANG OTHENMIINIMUM ODIS AONCEE SHALL AE BEALL
3" MIN. TRANSFORMER PAD 10' FEET.
GRADE 4.) TRANSFORMER PAD SHALL NOT BE SET ON PAVEMENT.
5.) ALL BACKFILL UNDER PAD TO BE THOROUGHLY
COMPACTED IN SOLID LAYERS NOT TO EXCEED 6 ".
CROSS SECTION 6.) METALLIC CONDUITS SHALL NOT BE INSTALLED IN
PAD MOUNTED TRANSFORMERS.
7.) NO CUSTOMERS GROUNDING GRIDS OR GROUNDING
ELECTRODE CONDUCTORS SHALL BE CONNECTED AT
PAD MOUNTED TRANSFORMER LOCATIONS.
8.) MAXIMUM - 9 CONDUITS, ONE CIRCUIT PER CONDUIT,
9.) THE TRANSFORMER SHALL BE READILY ACCESSIBLE
TO ELECTRIC UTILITY COMPANY.
STOCK NO. KVA WT. A B C D L M N Kyq
1703 -506 150 -300 5800 75 80 4 1
45 1/2 9 15 19 1/2 150 -300
1703 -507 1703 -507 10,100 84 84 44 20 9 15 19 1/2 500 -1000
1703 -508 1500 12,600 84 84 48 18 9 17 23 112 1500
ALL DIMENSIONS ARE IN INCHES
CONCRETE PAD FOR THREE PHASE
TRANSFORMER 150 -1500 KVA
NO SCALE
SAWA
1juke
REALTY CORPORATION
600 East 96th Street
Suite 100
Indianapolis IN 46240
Phone: 317 806 -6000
FOX (317 ) 806 -6797
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