HomeMy WebLinkAbout00-36 ADLS Fidelity Keystone Office Park Construction Plans - Site Details - C108V W
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Sheet No.
C108
9 01 10 Sheets
Fie No.
99427
SIZE "W" "U""
6" 2' -6" 2' -0" 4"
8 2' -6" 2' -1" 4"
10" 2' -6" 2' -3" 4"
12" 2' -9" 2' -5" 4"
15" 3' -0" 2' -8" 5"
18" 3' -6" 3' -0" 5"
21" 3' -11" 3' -4" 6"
2 4" 4' -3" 3' -8" 6"
27" 5' -6" 3'-11" 6"
30 5' -9" 4' -4" 6"
36" 6' -3" 5' -2" 6"
42" 6' -11" 8"
48" 7' -4" 9"
54" 8' -0" 9"
60" 8' -6" 9"
66" 9' -1" 9"
72" 9' -8" 10"
78" 10' -3" 10"
7 I 1 I 1
CANE BOLT HOLE I
I I
i
I
CANE BOLT HOLE
I
6 CONCRETE SCAB I 1. •1 I
p .SEE DETAIL 6/C103. l
0 I
N
1!
BARRIER POST
1�,I:1� r• SEE DETAIL 9/C105: 1 I
CANE BOLT HOLE r 11
TEES, PLUGS HYDRANTS ELBOWS
PIPE DIA. "A" BEARING AREA PIPE DIA. "A" BEARING AREA
INCHES FEET SQUARE FEET INCHES FEET 90' 45' 22 -1/2' 11 -1/4'
4 1.5 4 1.5 2.1 1.1 0.6 0.3
6 2.9 6 2.0 4.1 2.2 1.1 0.6
8 4.8 8 2.0 6.8 3.7 1.9 0.9
10 7.1 10 2.5 10.1 5.5 2.8 1.4
12 10.0 12 3.0 14.1 7.6 3.9 2.0
16 17.1 16 3.0 24.2 13.0 6.7 3.3
18 21.0 18 3.0 30.0 16.3 8.3 4.2
20 26.0 20 3M 36.8 19.9 10.1 5.1
K
=Architects
Engineers &Interiors
9100 Keystone Crossing
Suite 200
Indianapolis, Indiana 46240
317.848.7800
FAX 317.574.0957
Architecture
Engineering
Land Plannhg
Historic Architect's*
Landscape D
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Space Planting
OCopydgN 1995
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Date D
Drawn By C
Checked By
01/19/00 A
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SIZE "W" "U""
6" 2' -6" 2' -0" 4"
8 2' -6" 2' -1" 4"
10" 2' -6" 2' -3" 4"
12" 2' -9" 2' -5" 4"
15" 3' -0" 2' -8" 5"
18" 3' -6" 3' -0" 5"
21" 3' -11" 3' -4" 6"
2 4" 4' -3" 3' -8" 6"
27" 5' -6" 3'-11" 6"
30 5' -9" 4' -4" 6"
36" 6' -3" 5' -2" 6"
42" 6' -11" 8"
48" 7' -4" 9"
54" 8' -0" 9"
60" 8' -6" 9"
66" 9' -1" 9"
72" 9' -8" 10"
78" 10' -3" 10"
7 I 1 I 1
CANE BOLT HOLE I
I I
i
I
CANE BOLT HOLE
I
6 CONCRETE SCAB I 1. •1 I
p .SEE DETAIL 6/C103. l
0 I
N
1!
BARRIER POST
1�,I:1� r• SEE DETAIL 9/C105: 1 I
CANE BOLT HOLE r 11
TEES, PLUGS HYDRANTS ELBOWS
PIPE DIA. "A" BEARING AREA PIPE DIA. "A" BEARING AREA
INCHES FEET SQUARE FEET INCHES FEET 90' 45' 22 -1/2' 11 -1/4'
4 1.5 4 1.5 2.1 1.1 0.6 0.3
6 2.9 6 2.0 4.1 2.2 1.1 0.6
8 4.8 8 2.0 6.8 3.7 1.9 0.9
10 7.1 10 2.5 10.1 5.5 2.8 1.4
12 10.0 12 3.0 14.1 7.6 3.9 2.0
16 17.1 16 3.0 24.2 13.0 6.7 3.3
18 21.0 18 3.0 30.0 16.3 8.3 4.2
20 26.0 20 3M 36.8 19.9 10.1 5.1
o o N to o o N o�
N N N N M M M a
7 I 1 I 1
CANE BOLT HOLE I
I I
i
I
CANE BOLT HOLE
I
6 CONCRETE SCAB I 1. •1 I
p .SEE DETAIL 6/C103. l
0 I
N
1!
BARRIER POST
1�,I:1� r• SEE DETAIL 9/C105: 1 I
CANE BOLT HOLE r 11
TEES, PLUGS HYDRANTS ELBOWS
PIPE DIA. "A" BEARING AREA PIPE DIA. "A" BEARING AREA
INCHES FEET SQUARE FEET INCHES FEET 90' 45' 22 -1/2' 11 -1/4'
4 1.5 4 1.5 2.1 1.1 0.6 0.3
6 2.9 6 2.0 4.1 2.2 1.1 0.6
8 4.8 8 2.0 6.8 3.7 1.9 0.9
10 7.1 10 2.5 10.1 5.5 2.8 1.4
12 10.0 12 3.0 14.1 7.6 3.9 2.0
16 17.1 16 3.0 24.2 13.0 6.7 3.3
18 21.0 18 3.0 30.0 16.3 8.3 4.2
20 26.0 20 3M 36.8 19.9 10.1 5.1
o o N to o o N o�
N N N N M M M a
TEES, PLUGS HYDRANTS ELBOWS
PIPE DIA. "A" BEARING AREA PIPE DIA. "A" BEARING AREA
INCHES FEET SQUARE FEET INCHES FEET 90' 45' 22 -1/2' 11 -1/4'
4 1.5 4 1.5 2.1 1.1 0.6 0.3
6 2.9 6 2.0 4.1 2.2 1.1 0.6
8 4.8 8 2.0 6.8 3.7 1.9 0.9
10 7.1 10 2.5 10.1 5.5 2.8 1.4
12 10.0 12 3.0 14.1 7.6 3.9 2.0
16 17.1 16 3.0 24.2 13.0 6.7 3.3
18 21.0 18 3.0 30.0 16.3 8.3 4.2
20 26.0 20 3M 36.8 19.9 10.1 5.1
o o N to o o N o�
N N N N M M M a
POLYPROPYLENE
COATED STEEL
0 -RING GASKET BETWEEN
ALL RIS R AND CONE SECTIONS
PLUS 1/2" EXTRUDABLE GASKET
(KENT SEAL OR EQUAL
MINIMUM 1/2"
PER FOOT SLOPE
#4 0 12" 0.C. -B.W.
NTS
8" MIN.
12" MAX.
5" MIN.
NTS
3" MIN
1' -0" MINIMUM
UNDISTURBED GROUND
EXISTING PAVEMENT, SAW
CUT STRAIGHT EDGE
SPECIAL BACKFILL UNDER
PAVEMENT, DRIVES, WALKS
OR WHERE ORDERED TAMPED
IN 6" LAYERS SPECIAL
BACKFILL SHALL CONFORM
TO INDOT 211.02b
i
SANITARY MANHOLE DETAIL
i
UNDISTURBED EARTH
9
yj TYPE I
'14 -0 DIA. FOI
SEWERS 18" j
SMALLER WH•
TYPE II
5' -0" DIA. FOR
SEWERS 21
THROUGH 30" ;4
2' -0"
TOOLED EDGE
6
24" MAX.
7 Igo
#4 REBAR 0 24" O.C.
18" LONG
#4 REBAR CONTIN. 0
TOP BOT. a v
MH FRAME AND COVER NEENAH
R -1642, OR EQUAL FOR WATERTIGHT
INSTALLATIONS NEENAH R- 1916 -F, OR EQUAL
PRECAST CONCRETE ADJUSTER RINGS
4" MIN 12" MAX
SEE ADJUSTING RING DETAIL
KENT SEAL BETWEEN CASTING
AND ADJUSTING RINGS
BUTYL RUBBER BASE
EXTERIOR BACKPLASTER
5" MIN. MATERIAL 1/4 1/16"
MIN THICKNESS FROM
2" BELOW TOP OF CONE
TO CASTING, PER SPECS.
REINF. CONCRETE
ECCENTRIC CONE
SECTION ASTM C478
3" MIN
g
e o
BED BASE SECTION IN 4" (MIN.) CLASS "B"
CONC. OR COMPACTED GRANULAR BEDDING
MATERIAL, CONFORMING INDOT 903.02, SIZE NO. 8
NOTE: PREFORMED BITUMEN SEALS, KENT SEAL
OR EQUAL, MAY BE USED BETWEEN ADJUSTING
RINGS IN LIEU OF MORTAR.
TRENCH SCHEDULE
TABLE 15 FOR ASTM D -3034, WALL THICKNESS
CLASS SDR 35 FOR 6 -15" AND ASTM F -679
WALL THICKNESS CLASS T -1 FOR 18 -36
FOR OTHER FLEXIBLE PIPES, MINIMUM TRENCH
WIDTH "U" SHALL MEET MANUFACTURER'S
REQUIREMENTS.
MATCH EXISTING PAVEMENT
MATERIAL AND THICKNESS
TOP OF PIPE
TRENCH DETAIL
3"
6"
1
NOTE: 5' -0" DIA.
MANHOLES REQUIRE
TRANSITION SECTIONS.
NOTE:
BUTYL RUBBER BASE
EXTERIOR TO BE PLACED
ON ALL OUTSIDE JOINTS
OF MANHOLE
PRECAST BASE SECTION
ASTM C478
6" OR 8" PER SECTION 5.04E
APPROVED EXCAVATED MATERIAL IN UNPAVED
AREAS UNLESS OTHERWISE DIRECTED
NOTE: UNDER EXISTING SEWERS, WATER
LINES, GAS LINES, TELEPHONE CABLE
AND ELECTRICAL CONDUITS, BACKFILL
WITH GRANULAR BEDDING MATERIAL TO
THE CENTERLINE OF THE EXISTING
UTILITY LINES.
PVMT.
FOR FLEXIBLE PIPE WITH SOLID OR PROFILE
WALLS, GRANULAR BEDDING MATERIAL SHALL
BE PLACED AND HAND TAMPED IN 6" LAYERS
TO A MINIMUM OF 1' -0" ABOVE PIPE.
BED PIPE IN SPECIFIED GRANULAR BEDDING
MATERIAL HAND TAMPED IN 6" LAYERS TO
PIPE CENTERLINE. BEDDING MATERIAL SHALL
CONFORM TO INDOT 903.02, SIZE NO. 8
MIN.
*NOTE:
"W" IS THE MAXIMUM WIDTH FOR RIGID PIPES.
"U" IS THE MINIMUM WIDTH FOR FLEXIBLE PIPES.
IN ACCORDANCE WITH ASTM D -2321.
N O SCALE
WATER MAIN AND SEWER
TRENCH DETAIL AND SCHEDULE
NTS
APPLIED ANTI SPALLING
COMPOUND
1" RADIUS TOOLED
ROUND EDGE
6" CONCRETE CURB DETAIL
NTS
EDGE OF PVMT.,
CURB, GUTTER
OR SIMILAR
STRUCTURE IN
THE PUBLIC R/W
"B" BORROW OR EQUIV.
GRANULAR MATER'L.
COMPACTED TO 95%
STD. PROCTOR DENSITY E H= ylll
ll 41 1 11_
8" CRUSHED STONE OR
APPROVED EQUIV. CLASS
1lj I
Bc
WITHIN 5' OF EDGE OF PVMT.
1 BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
NOTE:
PLASTIC PIPE (PVC HDPE)
BEDDING BACKFILL DETAIL 06
t of
NTS
1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS.
2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED
W/ "B" BORROW TO BOTTOM OF BASE, ALL OTHER
AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0"
ABOVE PIPE.
3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON
EACH SIDE OF THE INSTALLED PIPE.
FIRE HYDRANT
NTS
AS SPECIFIED
=1i 'III', I1=11,
I 'I111 _1111 11
II- •`rr: •r1. l 1
1
TEST. PLUGS HYDRANTS
FIRE HYDRANT
POURED CONCRETE
THRUST BLOCK
MIN. OF 6" TOP SOIL
TO ENSURE GRASS
GROWTH
6" FIRE UNE
SUPPORT BLOCK
6" CONCRETE PAD
FINISH GRADE
12" MIN.
4"
NEENAH R -7514 CAST IRON
HANDHOLE FRAME AND LID
ADJUSTABLE CAST IRON
VALVE BOX SLEEVE
SHUT -OFF VALVE. SEE PLANS
AND SPECIFICATIONS FOR SIZE
AND TYPE OF VALVE.
VALVE BOX DETAIL 8
NTS �O10
ELBOWS
1. THRUST BLOCK SHALL BE fc =2500 PSI a 28 DAYS (SEE SPECIFICATIONS SECTION 03300)
2. ALL THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED EARTH.
3. BOLTS, FITTINGS JOINTS SHALL BE KEPT CLEAR OF CONCRETE.
4. A BEARING CAPACITY OF 2000# PER FOOT WAS USED IN DETERMINING
THE MINIMUM "BEARING AREAS" IN THE ABOVE TABLES.
5. THE CROSS SECTION OF THE THRUST BLOCKS SHALL BE SQUARE.
CONCRETE THRUST BLOCK DETAIL 109
NTS
0
rn
4
1
1
4
4"
ii
PLAN
SCALE 1/4 =1 -0"
L
0
h
4X4 PRESSURE TREATS
(TYP.)
TRASH ENCLOSURE FENCE DETAIL
SCALE AS SHOWN
CONC. CURB
EDGE OF PVMT.,
CURB, GUTTER
OR SIMILAR
STRUCTURE IN
THE PUBLIC R/W
REGULAR BACKFILL
II
GREATER
THAN 5'
i
8"
NEENAH R3286 -8V
CURB INLET
GRADE
4 REBAR
12" O.C.
BOTH WAYS
i 1 11=
I! 11111
1_.
I i
I =1
=1'
'I
36" SQ. FILL W/ CONC.
2
CURB INLET DETAIL
WARP TO MEET INVERT
NOTE: CONTRACTOR'S OPTION: PRECAST W/
SAME REINFORCING. (INDOT TYPE "A
8" CRUSHED STONE OR
APPROVED EQUIV. CLASS 11
1 BEDDING MATERIAL I1= 11=4 11
HAND TAMPED OR WALKED Bc
INTO PLACE
12' -0"
ELEVATION
SCALE 1/4 =1' -0"
1/2" MESH GALV. HARD-
WARE CLOTH VARMENT
STOP SUBDRAIN
PVMT.
MIN. OF 6" TOP SOIL
TO ENSURE GRASS
GROWTH
12" MIN.
4"
GREATER THAN 5' FROM EDGE OF PVMT.
NOTE: 1. ALL INTITAL BACKFILL SHALL BE INSTALLED IN 6"
TO 12" BALANCED LIFTS.
2. UNDER PVMT. AREAS, TRENCH TO BE BACKFILLED
W "B" BORROW TO BOTTOM OF BASE, ALL OTHER
AREAS SHALL HAVE "B" BORROW BACKFILL TO 1' -0"
ABOVE PIPE.
3. A MIN. 9" OF CLEARANCE SHALL BE PROVIDED ON
EACH SIDE OF THE INSTALLED PIPE.
PLASTIC PIPE (PVC HDPE)
BEDDING BACKFILL DETAIL
1X6 ROUGH SAWN
CEDAR PLANKS.(TYP.)
PAINT WOOD
05
C108
NTS
PVMT.
NTS
4X4 PRESSURE TREATED
(TYP.)
STANLEY GATE
LATCH NO. 1261
2- STANELY NO.
1009 CANE BLT.
PROVIDE HOLE
IN SLAB TO
HOLD GATE
OPEN CLOSED
EMSH GRADE
1 1=
ADJUSTMENT RING,
E CONE I1 lili
OR COMCCENTRIC j 1 I'
CONE
POLY PR0PYLENJE
PLASTIC STEPS
48" PRECAST
CONC. MANHOLE
STORM PRE
6'X 6'X 8" C, H
DCDTING Wi, 6X6
10/10 V.F. W/
#4 REBAR 12"
O.C. BOTH WAYS,
DP PRECAST
MAX. D. 30"
STORM MANHOLE DETAIL
1/8" STEEL PLATE
BOLT HOLES FOR 1/2"
DIA. BOLTS LAYED OUT
W/HIHGE BOLT PATTERN
SO BOLTS ARE STAGGERED
STANLEY HINGE NO.
952, 18" LONG BOLT
HINGE. CUT BOLT ON
HINGE FIELD WELD
TO STEEL GATE POST.
1/2" DIA. THREADED
STEEL ROD W/ TURN
BUCKEL KNOCKED
ENDS WELDED TO
BRACE PLATE.
HINGE BOLT
(TYP.)
GATE
1/2" PREFORMED EXP.
JOINT (TYP.)
POURED CONC
FOOTING.(TYP.)
GATE CORNER DETAIL
GATE ELEVATION
a
►"i WS 111111•11e1laal a�
BRACE PLATE
10"
CO
HINGE
1 "X__ FILLER
2 "X2 "X1/4"
CONNECTOR CLIP
4 -3/8" DIA. LAG
BOLTS.
6' -9"
48"
N.T.S.
RAIL
CONNECTOR DETAIL
N.T.S.
SCALE 1/4 =1 -0"
11 1_ 1
III
l E
i
j l '_li 11
u
1 1 1 I 1
NEENAH R -3472
GRADE
POST
5 1/2"
3 1/2"
5 1/2"
4 "X4 "X 1 /4" STEEL
GATE POST W /WELDED
4 "X4 "1/4" CAP (PAINTED)
PVMT.
__at
REBARS 12"
III o� O.C./ BOTH WAYS
-_lil li 11
-i _III =l l f
11 -III
1 III III
II!
1111 =1
111 =111
11 =III
III 11
-111
ill I 1 I I
I
C1 ay
NEENAH R- 1772-A
W/ TYPE B LID
(o2:
010,
1
PVMT.
FILL W/ CONC.
WARP TO MEET INVERTS
NOTE: CONTRACTOR'S OPTION: PRECAST
(IN SAME
REINFORCEING.
INLET DETAIL WITHIN PAVEMENTto3
1082
SLE PLAN