HomeMy WebLinkAboutC600 DetailsSTOCK NO.
KVA
WT.
A
B
C
D
LM
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
a)
DIMENSIONS
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NOTE:
JOINTS SHALL BE CUT
WITHAJOINTR HAVING_ RADIUS OF 1 4" AND FILLED
WITH JOINT LLER,
5' -0" BETWEEN
CONTROL JOINTS
DRAINAGE
DIRECTION A B
AWAY FROM CURB 6 3/4" 6"
TO CURB 6" 6 3/4"
PRECAST CONCRETE PARKING
BARRIER WITH 2 #3 REBARS
USE 4000 PSI CONCRETE
5 REBAR
1' -6" LONG
WITH 3/4"
HOLE CAST
CURB, BUILDING, EDGE OF
PAVEMENT OR STRIPES
1" BEVELED EDGE
CONTINUOUS
PRECAST CONCRETE WHEEL STOP
NO SCALE
i :�ir� i
C i i
Ill i 1 I I1I- III- III
1 111 I.
NOTE: PAVEMENT SECTION BASED
ON TYPICAL SITE CONDITIONS,
ANY AREAS OF BAD SOILS MUST
BE REMOVED AND RECOMPACTED
TO 95% MODIFIED PROCTOR.
HEAVY purr
TYPICAL PAVEMENT SECTION
0
GRADE AS PER
PLANS
1" H.A.C. SURFACE
2" H.A.C. BINDER
3" COMPACTED AGGREGATE #53
5" COMPACTED AGGREGATE #2
COMPACTED SUBGRADE
GRADE AS PER
PLANS
NOTE: PAVEMENT SECTION BASED
ON TYPICAL SITE CONDITIONS,
ANY AREAS OF BAD SOILS MUST
BE REMOVED AND RECOMPACTED
TO 95% MODIFIED PROCTOR.
H.A.C. SURFACE
2" H.A.C. BINDER
6" COMPACTED AGGREGATE #53
COMPACTED SUBGRADE
REGULAR DUTY
TYPICAL PAVEMENT SECTION
NOTE: WHEN LATERAL SEPARATION
IS 10' OR GREATER NO VERTICAL
N i
CLEARANCE IS NEEDED.
O.D. 1' -0"
MIN. (TYP,)
10' (MIN.
<IC)
FRONT
OF PAD
3" MIN.
FLAT SLAB TOP SHALL BE USED
IN LIEU OF ECCENTRIC CONES FOR
SHALLOW MANHOLE CONSTRUCTION
OR AS SCHEDULED
NOTE:
STREAMLINE ALL CHANNELS
USING CLASS "A" CONC.
WATER MAIN
SANITARY OR STORM SEWER
WATER MAIN
8 f SANITARY OR
STORM SEWER
i
WATER MAIN RATED PIPE
FLEXIBLE COUPLING OR ADAPTER
CONCRETE COLLAR
1(iI 1.— ::ll 1 t -ft
WATER MAIN
RATED PIPE
SANITARY OR
2• STORM SEWER
HIGH VOLTAGE
APPROX. LOCATION
OF H.V. BARRIER
LOW VOLTAGE
PAD BY I.P.L.
PLAN VIEW
j 1 1/2" MAX.
CROSS SECTION
CONCRETE PAD FOR THREE PHASE
TRANSFORMER 150 -1500 KVA
NO SCALE
NOTE: PREFORMED BUTYL RUBBER
SEALANT BETWEEN MH ADJUSTING
RINGS MAY BE USED IN LIEU OF
CEMENT MORTAR
10' MIN.
I I
CONCRETE COLLAR
6" THICK CONCRETE
TRANSFORMER PAD
GRADE
ORIENT M.H. SECTIONS
TO PLACE STEPS ABOVE
CHANNEL SHELF UNLESS
OTHERWISE DIRECTED
ALL DIMENSIONS ARE IN INCHES
WATER MAIN
WATER
10' (MIN.
WATER MAIN SANITARY OR
LESS THAN 18" OR IN CASES STORM SEWER
WHERE WATER IS BELOW
SANITARY SEWER
FLEXIBLE COUPLING OR ADAPTER
MINIMUM CROSSOVER SEPARATION
REQUIREMENTS FOR WATER MAINS,
SANITARY SEWERS STORM SEWERS
NO SCALE
BUILDING WALL AND /OR
OVERHANG
TRANSF
5' -0" MIN. OR
SEE NOTE #3
---A t
FRONT SIDE
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 SACKFUL UNDER PAD TO BE THOROUGHLY
COMPACTED IN SOUD 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,
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
MH FRAME
HR -1642 COV EQUAL
FOR WATERTIGHT INSTALLATIONS
NEENAH R- 1916 —F, OR EQUAL
FINISHED
PAVEMENT
THREADED ROD (4 REQ'D)
SANITARY SEWER
BENCH SLOPE 1/2" PER FOOT
PREFORMED BUTYL
RUBBER SEALANT STRIPS, CONCRETE
SEALANT INC. TYPE CS -202 OR
EQUAL IN EACH JOINT.
SANITARY SEWER DETAILS
NO SCALE
STANDARD MANHOLE BENCHES
NO SCALE
1 vv
a
4
4
4
IVIESSIMIM
a)
DIMENSIONS
X co
CV
a)
rn�
E
4i
0
Z 0_ .n
o
a)
c
o C
te
0 CO
J
CO
Lu
woo I--
MIN J
E
r
CV
�t-
O
O
O
0
0
4J
O
0
a)
c
a)
m
co
a)
0
NOTE:
JOINTS SHALL BE CUT
WITHAJOINTR HAVING_ RADIUS OF 1 4" AND FILLED
WITH JOINT LLER,
5' -0" BETWEEN
CONTROL JOINTS
DRAINAGE
DIRECTION A B
AWAY FROM CURB 6 3/4" 6"
TO CURB 6" 6 3/4"
PRECAST CONCRETE PARKING
BARRIER WITH 2 #3 REBARS
USE 4000 PSI CONCRETE
5 REBAR
1' -6" LONG
WITH 3/4"
HOLE CAST
CURB, BUILDING, EDGE OF
PAVEMENT OR STRIPES
1" BEVELED EDGE
CONTINUOUS
PRECAST CONCRETE WHEEL STOP
NO SCALE
i :�ir� i
C i i
Ill i 1 I I1I- III- III
1 111 I.
NOTE: PAVEMENT SECTION BASED
ON TYPICAL SITE CONDITIONS,
ANY AREAS OF BAD SOILS MUST
BE REMOVED AND RECOMPACTED
TO 95% MODIFIED PROCTOR.
HEAVY purr
TYPICAL PAVEMENT SECTION
0
GRADE AS PER
PLANS
1" H.A.C. SURFACE
2" H.A.C. BINDER
3" COMPACTED AGGREGATE #53
5" COMPACTED AGGREGATE #2
COMPACTED SUBGRADE
GRADE AS PER
PLANS
NOTE: PAVEMENT SECTION BASED
ON TYPICAL SITE CONDITIONS,
ANY AREAS OF BAD SOILS MUST
BE REMOVED AND RECOMPACTED
TO 95% MODIFIED PROCTOR.
H.A.C. SURFACE
2" H.A.C. BINDER
6" COMPACTED AGGREGATE #53
COMPACTED SUBGRADE
REGULAR DUTY
TYPICAL PAVEMENT SECTION
NOTE: WHEN LATERAL SEPARATION
IS 10' OR GREATER NO VERTICAL
N i
CLEARANCE IS NEEDED.
O.D. 1' -0"
MIN. (TYP,)
10' (MIN.
<IC)
FRONT
OF PAD
3" MIN.
FLAT SLAB TOP SHALL BE USED
IN LIEU OF ECCENTRIC CONES FOR
SHALLOW MANHOLE CONSTRUCTION
OR AS SCHEDULED
NOTE:
STREAMLINE ALL CHANNELS
USING CLASS "A" CONC.
WATER MAIN
SANITARY OR STORM SEWER
WATER MAIN
8 f SANITARY OR
STORM SEWER
i
WATER MAIN RATED PIPE
FLEXIBLE COUPLING OR ADAPTER
CONCRETE COLLAR
1(iI 1.— ::ll 1 t -ft
WATER MAIN
RATED PIPE
SANITARY OR
2• STORM SEWER
HIGH VOLTAGE
APPROX. LOCATION
OF H.V. BARRIER
LOW VOLTAGE
PAD BY I.P.L.
PLAN VIEW
j 1 1/2" MAX.
CROSS SECTION
CONCRETE PAD FOR THREE PHASE
TRANSFORMER 150 -1500 KVA
NO SCALE
NOTE: PREFORMED BUTYL RUBBER
SEALANT BETWEEN MH ADJUSTING
RINGS MAY BE USED IN LIEU OF
CEMENT MORTAR
10' MIN.
I I
CONCRETE COLLAR
6" THICK CONCRETE
TRANSFORMER PAD
GRADE
ORIENT M.H. SECTIONS
TO PLACE STEPS ABOVE
CHANNEL SHELF UNLESS
OTHERWISE DIRECTED
ALL DIMENSIONS ARE IN INCHES
WATER MAIN
WATER
10' (MIN.
WATER MAIN SANITARY OR
LESS THAN 18" OR IN CASES STORM SEWER
WHERE WATER IS BELOW
SANITARY SEWER
FLEXIBLE COUPLING OR ADAPTER
MINIMUM CROSSOVER SEPARATION
REQUIREMENTS FOR WATER MAINS,
SANITARY SEWERS STORM SEWERS
NO SCALE
BUILDING WALL AND /OR
OVERHANG
TRANSF
5' -0" MIN. OR
SEE NOTE #3
---A t
FRONT SIDE
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 SACKFUL UNDER PAD TO BE THOROUGHLY
COMPACTED IN SOUD 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,
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
MH FRAME
HR -1642 COV EQUAL
FOR WATERTIGHT INSTALLATIONS
NEENAH R- 1916 —F, OR EQUAL
FINISHED
PAVEMENT
THREADED ROD (4 REQ'D)
SANITARY SEWER
BENCH SLOPE 1/2" PER FOOT
PREFORMED BUTYL
RUBBER SEALANT STRIPS, CONCRETE
SEALANT INC. TYPE CS -202 OR
EQUAL IN EACH JOINT.
SANITARY SEWER DETAILS
NO SCALE
STANDARD MANHOLE BENCHES
NO SCALE