HomeMy WebLinkAboutC600 DetailsSTOCK NO.
KVA
WT.
A
B
C
D
LM
AWAY FROM CURB
6
N
KVA
1703 -506
150 -300
5800
75
80
44
15 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
1/2
1500
DIMENSIONS
CONTROL JOINT
NOTE:
DRAINAGE
DIRECTION
A
B
AWAY FROM CURB
6
3/4"
6"
TO CURB
6"
6
3/4"
r I f 4 QUID! I 1-11-1-GIN VARIES SEE PLAN
CONTROL JOINT
NOTE:
CONTROL JOINT
1 /2" JOINT FILLER
0
N
0
0
N
0
a.
0
a)
C
C
a s
C
0
0
CT
0
8
c0
c0
0
0
0
0
v7
(0
0
Cit
0
0
0
PRECAST CONCRETE PARKING
BARRIER WITH 2 #3 REBARS
USE 4000 PSI CONCRETE
R
SLOPE 1/4" PER 1' -0"
TOOLED EDGE
R
FINISH GRADE
GRANULAR
BACKFILL
6
COMPACTED SUBGRADE
EXPANSION JOINT
4" CONC. SIDEWALK W/
6x6 10/10 WELDED
WIRE FABRIC
COMPACTED AND
WELL DRAINED
SUBGRADE
4" GRANULAR
BACKFILL 1 f ill
IT.,11 I I�II
II I ill
5 REBAR
1' 6" LONG
WITH 3/4"
HOLE CAST
PRECAST CONCRETE WHEEL STOP
NO SCALE
CONCRETE STOOP DETAIL
NO SCALE
VARIES
TOOL T ED CONTRACTION JOINT
1/4' WIDE, MIN. 1 1/2 DEPTH
1/8" FT.
q
�+i g ir f �O o of �fi f ���ei�tif le .ft
�i ��f�t�f� ��if�l��
II 11 II II it II 11 II 11:�'
F 51 II II *11 =1
4" REBAR CONT.
TOP BOTTOM
1.) CONTRACTION JOINTS i• BE
A MINIMUM OF 1 1/2 DEEP
2.) SEE CONCRETE WALK SECTION FOR
LOCATION OF JOINTS.
3.) FULL DEPTH SEPARATORS ARE NOT
PERMITTED EXCEPT AT EXP. JOINTS.
INTEGRAL WALK AND CURB
NO SCALE
foutemtufatuivam
o w i 1 w e 11.} i 1, 1: 1 4;.
.i
VARIES
SEE PLANS
BUILDING
6x6 10/10 WEL FACE
WIRE FABRIC •t
/BROOM FINISH
FLOOR SLAB
.vl•
TURN DOWN SLAB
1' -0" BELOW GRADE
ON OUTER SIDES
6"
AT
:0.'•
9
PAVEMENT
TURN DOWN SLAB
1' -0” BELOW GRADE
ON OUTER SIDES
1"RADIUS TOOLED
ROUND EDGE
a
6x6 10/10 WELDED
WIRE FABRIC R
BROOM FINISH
1 /4" FT. M
N
CONCRETE STOOP DETAIL
(ADJACENT TO SIDEWALK)
NO SCALE
20' BETWEEN EXPANSION JOINTS (MAX.) sa
CONCRETE WALK SECTION
NO SCALE
CURB, BUILDING, EDGE OF
PAVEMENT OR STRIPES
1" BEVELED EDGE
CONTINUOUS
EXPANSION JOINT 0 BUILDING
4" GRANULAR BACKFILL
APPLIED ANTI SPALLING
COMPOUND
6x6 10/10
WELDED
WIRE FABRIC
BUILDING
FACE
COMPACTED AND WELL
DRAINED SUBGRADE
EXPANSION JOINT
0 BUILDING
FLOOR SLAB
4" GRANULAR
BACKFILL
4" GRANULAR BACKFILL
CURB MODIFICATION AT ENTRANCE
NO SCALE
6
4 MIN.
V IPA
TOPSOIL -F1-
BACKFILL
L
0
it
M
EXISTING CURB HEIGHT
SAWCUT TO PROPOSED
CURB HEIGHT
I 3/4"
THE LOW POINT OF THE EXISTING
CURB MUST BE MAINTAINED AND I
IN SAME LOCATION WITH NEW CURB
L
18"
SLOPE 1/2 "/FT
SLOPE 1 /2 /FT A•
a a
1=11 -111 11=11 =11 11=11 11 11-111 11=11
Il li=11 ll II III II II 11=4 11#11
COMPACTED SUBGRADE
m
J
NOTES:
1,) CURB PROFILE INDICATES DRAINAGE AWAY FROM CURB.
SEE DASHED LINE FOR DRAINAGE TO CURB.
2.) CONTRACTION JOINTS SHALL BE PLACED EVERY 20' MAX. TO
A DEPTH OF 1 1/2".
34) FULL DEPTH SEPARATIONS ARE NOT PERMITTED EXCEPT AT
EXPANSION JOINTS.
4,) EXPANSION JOINTS TO BE PLACED AT 100' MIN,
COMBINED CURB GUTTER
NO SCALE
0 v
0
a
TOOLED CONTROL JOINT 1/4"
WIDE, MIN, 1 DEPTH
APPLIED ANTI SPALLING
COMPOUND
FLOW
6" STONE DEPTH
(MIN)
125'
1%
II iii iii sir ii
COMPACTED AND WELL I I I
DRAINED SUBGRADE
150'
PLAN
J
PROFILE
NOTES:
1.) CONTROL JOINTS 5' -0" O.C. MAX.
(SEE PLANS FOR ANY VARIATIONS)
2.) (SEE PLANS JOINTS ANY VARIATIIONS)�
GRADE 0 1% OR
AS SHOWN BELOW
25'
2%
NOTE:
7, STONE SIZE SHALL CONFORM TO ASTM 048
SIZE #1 (1 1/2" TO 3 1/2" DW,),
2, PERIODIC 2" STONE TOP DRESSING at WASHING
AS REQUESTED BY COUNTY/CITY.
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
NO SCALE
6x6 10/10 WELDED
WIRE FABRIC
BROOM FINISH
CONCRETE WALK DETAIL
NO SCALE
STANDARD HEX. HEAD
BRASS PLUG. TOP OF
CASTING ELEV. AS
SHOWN IN PLANS.
GROUND LINE
IITI Ill
12" X 12" X 4"
CONC. COLLAR
HEAVY DUTY
TYPICAL PAVEMENT SECTION
NO SCALE
1/4" PER 1' -0" SLOPE
ON BOTH SLABS
TOP OF CURB ELEV.
SEE GRADING PLAN
6" CONC. CURB
TRANSVERSE EXPANSION JOINTS
WYE
6" PIPE
/1I// /WA R IA N ///LP CARNICPS
WIRANKAMOWELEita
III ,�_{I1 I) 111
�����I1 =III
NOTE: PAVEMENT SECTION BASED
ON TYPICAL SITE CONDITIONS,
ANY AREAS OF BAD SOILS MUST
BE REMOVED AND RECOMPACTED
TO 95% MODIFIED PROCTOR.
COMPACTED GRANULAR
AGGREGATE
TYPICAL TRASH PAD SECTION
NO SCALE
-0 "MAX
45• ELBOW
INVERT ELEV. AS
SHOWN IN PLANS
�f� +��t�f� ����li:
���i �f�irte f��it� Wi
tI% �l�i &PA- t�fj,!�!..sf�!i:i�i��if�!
PAVEMENT
TOOL BOTH SIDES OF
EXPANSION JOINT
EXPANSION JOINT TO
BOTTOM OF PAVEMENT
EXPANSION JOINT DETAIL
NO SCALE
PAVEMENT
4,44
CLEAN OUT
NO SCALE
GRADE AS PER
PLANS
(TYP.)
FINISH FLOOR
SANITARY BUILDING DRAIN
4" CONC. SLAB WITH
6x6 8/8 WELDED
WIRE FABRIC
9
r
1" H.A.C. SURFACE
2" H.A.C. BINDER
3" COMPACTED AGGREGATE #53
N 5" COMPACTED AGGREGATE #2
COMPACTED SUBGRADE
N
APPLIED JOINT SEALER
1/2" PREFORMED
EXPANSION MATERIAL
CONCRETE SLAB
100'
6" CONC. SLAB WITH
3 BARS, 12 "O.C.
BOTH WAYS
PIPE CLAMP
305 STAINLESS
STEEL
to
PAVEMENT
OR GRADE
CONCRETE CURB END TAPER
NO SCALE
w
Ix
CURB JOINT DETAIL
NO SCALE
FLEXIBLE CONNECTOR
KOR -N -SEAL ASSEMBLY
NO. 5206 -48 OR EQUAL
NOTE: PAVEMENT SECTION BASED
ON TYPICAL SITE CONDITIONS.
ANY AREAS OF BAD SOILS MUST
BE REMOVED AND RECOMPACTED
TO 95% MODIFIED PROCTOR.
REGULAR DUN
TYPICAL PAVEMENT SECTION
PROPOSED
BUILDING
ASPHALT WALK
PAVEMENT SECTION
NO SCALE
1/2" PREFORMED
EXPANSION MATERIAL
EXPANSION JOINT TO
BOTTOM OF PAVEMENT
EXPANSION JOINT AT
BUILDING DETAIL
NO SCALE
FLUSH WITH SURFACE
NOTE:
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,
KORBAND
VARIES
KOR -N -SEAL DETAIL
NO SCALE
GRADE AS PER
PLANS
GRADE AS PER
PLANS
10' OR FULL PANEL
d/4
CONTRACTION JOINT
NO SCALE
TOP OF CURB
TRANSVERSE CONTRACTION JOINTS (NP,)
STRUCTURE WALL
BOTTOM OF CURB
PROVIDE BLOCKING TO
CENTER PIPE IN OPENING
1" H.A.C. SURFACE
2" H.A.C. BINDER
6" COMPACTED AGGREGATE #53
COMPACTED SUBGRADE
1" H.A.C. SURFACE
2" H.A.C. BINDER
4" COMPACTED AGGREGATE #53
COMPACTED SUBGRADE
APPLIED JOINT SEALER
TOOLED EDGE
1/8 -1 1/4" DEEP SAWED
OR TOOLED JOINT WITH JOINT SEALER
CONCRETE SLAB
NOTE: WHEN LATERAL SEPARATION
IS 10' OR GREATER NO VERTICAL
'N
CLEARANCE IS NEEDED.
CONCRETE
NOTE:
STREAMLINE ALL CHANNELS
USING CLASS "A" CONC.
FLAT SLAB TOP SHALL BE USED
IN LIEU OF ECCENTRIC CONES FOR
SHALLOW MANHOLE CONSTRUCTION
OR AS SCHEDULED
WATER MAIN
SANITARY OR STORM SEWER
iimmiiiiiimmo
WATER MAIN
06/ SANITARY OR
STORM SEWER
Q
0
10' (MIN.)
WATER MAIN
WATER MAIN RATED PIPE
FLEXIBLE COUPLING OR ADAPTER
CONCRETE COLLAR
FRONT
OF PAD
3" MIN.
7"
WATER MAIN
RATED PIPE
HIGH VOLTAGE
APPROX. LOCATION
OF H.V. BARRIER
LOW VOLTAGE
PAD BY I.P.L.
PLAN VIEW
�1 1/2" MAX.
CROSS SECTION
LESS THAN 18" OR IN CASES
WHERE WATER IS BELOW
SANITARY SEWER
6" THICK CONCRETE
TRANSFORMER PAD
GRADE
ALL DIMENSIONS ARE IN INCHES
NOTE: PREFORMED BUTYL RUBBER
SEALANT BETWEEN MH ADJUSTING
RINGS MAY BE USED IN LIEU OF
CEMENT MORTAR
ORIENT M.H. SECTIONS
TO PLACE STEPS ABOVE
CHANNEL SHELF UNLESS
OTHERWISE DIRECTED
D MIN.
WATER
SANITARY OR
STORM SEWER
FLEXIBLE COUPLING OR ADAPTER
CONCRETE COLLAR
MINIMUM CROSSOVER SEPARATION
REQUIREMENTS FOR WATER MAINS,
SANITARY SEWERS STORM SEWERS
NO SCALE
WATER MAIN
BUILDING WALL AND /OR
OVERHANG
///h
TRANSFORMER
I I
5' -0" MIN. OR
SEE NOTE #3
--d t
FRONT SIDE
I
12"
7' CONCRETE FILLED 6" STEEL POST
4' -0" ABOVE GRADE, SET IN CONCRETE.
SEE NOTE NO. 2.
NOTES:
1.) 10 FOOT CLEARANCE MUST BE MAINTAINED ON
FRONT SIDE OF PAD,
2.) CUSTOMER SHALL FURNISH AND INSTALL POSTS
TO PROTECT TRANSFORMER WHEN EXPOSED TO
VEHICULAR TRAFFIC.
3.) IF ADJACENT TO WINDOW, DOOR, COMBUSTIBLE WALL
OR OVERHANG, THE MINIMUM DISTANCE SHALL BE
10' FEET.
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
6.) METALUC 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,
CONCRETE PAD FOR THREE PHASE
TRANSFORMER 150 -1500 KVA
NO SCALE
MH FRAME AND COVER
NEENAH R -1642, OR EQUAL
FOR WATERTIGHT INSTALLATIONS
NEENAH R- 1916 -F, OR EQUAL
CEMENT MORTAR
ADJUSTING RINGS
8" MIN. 12" MAX.
1/2" CEMENT MORTAR
"0" RING GASKETS
A,S.T,M. C443
M.H. STEPS 0 16" C/C
NEENA
HR -1642 V OR EQUAL
FOR WATERTIGHT INSTALLATIONS
NEENAH R- 1916 -F, OR EQUAL
FINISHED
PAVEMENT
THREADED ROD (4 REQ'D)
SANITARY SEWER DETAILS
NO SCALE
SANITARY SEWER
BENCH SLOPE as 1/2" PER FOOT
PREFORMED BUTYL
RUBBER SEALANT STRIPS, CONCRETE
SEALANT INC. TYPE CS -202 OR
EQUAL IN EACH JOINT.
STANDARD MANHOLE BENCHES
NO SCALE
Z
0
a)
W
O N
Z
H
W rn
a
0
0
d
0
u.1
I- o
w ce
O O
0
Ln
0
0
C
N
0
0
0
C:
W
N
z
Z
W
a
g
SHEET NO.
co
C)
F�
C600
X
la
CO
—J
w
0
CARMEL, INDIANA
7140 Waldemar
EXISTING ROADWAY