HomeMy WebLinkAbout2003 C1.12 Site Details - AdditionsMark Revision
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NO.
910023
STATE OF
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ASS /ON A
7 ...raidi.
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Drawn
Date
Project
By JCT Checked By DBH
14 MARCH 2003
Number 200208
j
UNIT j `NORTH t
VI/'
UNIT B
MIT
BARN
KEY PLAN
SITE
DETAILS
Cal 12
u
b
CD
U
O
TACK COAT
COMPACTED SUBGRADE
SCALE: 1 1/2" 1' -0
6x6, W1.4xW1.4, WWF
w
Qi
i
NO SCALE
DIA.
12 -1
15
18
21
24
27
30
33
36
42
48
54
60
66
72
78
84
DR AINAGE FILL
WALL
2
114
2 112
2 314
3
3 1/4
3 1/2
3 3/4
4
4 1/2
5
5 1/2
6
6 1/2
7
7 112
8
5' -2"
SKIRT
cV
PRIME COAT
STORM OR SANITARY SEWER
(SIZE AS SHOWN ON PLANS)
EXTERIOR CLEANOUT
110 LBS /SYD BITUMINOUS SURFACE #11
220 LBS/SYD BITUMINOUS BINDER #8
1 6" LIFT COMPACTED AGGREGATE #53
LIGHT DUTY BITUMINOUS PAVEMENT
18 "X1/2" DIA. SMOOTH BAR 24" C.C.
GREASE DOWEL CAP
1:6
24" 12 1/2" EXP. JOINT FILLER
a
1:12
r
CONCRETE STOOP 7
NOT TO SCALE C 1.12
12"
MIN.
D
SLOPE
12"
MIN.
6" PVC
C B
G or T
(GROOVE- OUTLET END)
(TONGUE -INLET END)
SECTION A -A
G or T WT. SEC A
1 1/2 530 4
2 740 6
2 1/2 990 9
2 114 1280 9
2 1/2 1520 9 1/2
2 1/2 1930 10112
3 2190 12
3 3/8 3150 13 1/2
3 1/2 4100 15
3 3/4 5380 21
4114 6550 24
4 3/4 8040 27
5 8750 30
5 1/2 10630 24
6 12520 34
6 1/2 14430 24
7 16350 24
NOT TO SCALE
CO
HEAVY DUTY CLEANOUT
(JAY R. SMITH NO. 4263)
1 /2" SEALANT
DRILL AND GROUT TO 6" EMBEDMENT
CONCRETE COLLAR
J
J
A
B C D
24 48 7/8 72 7/8
27 L 46 7
27 46 73
35 38 73
43 1/2 30 73 112
48 25 1/2 73 1/2
54 19 3/4 73 .3/4
58 1/2 39 1/4 97 3/4
63 34 3/4 97 3/4
63 35 98
72 26 98
65 35 100
60 39 99
78 21 99
78 21 99
78 1 21 99
78 21 99
CONCRETE END SECTION
WALL
O.
AIMININIVANIAPIZOAVAININIMIIVAIMIENIAVATAMMIAIVAIMIIMP
NN'ISt%.:k.
.•3:0
TACK COAT
H I I III H I I, IT
COMPACTED SUBGRADE
STANDARD DUTY BITUMINOUS PAVEMENT
SCALE: 1 1/2" 1' -0
STANDARD TEE
INSTALLATION PERPENDICULAR TO MAIN
HORIZONTAL FLARE
36
42
48
54
60
66
72
78
84
90
96
102
108
114
120
E DIA. +1
24 10 1116
30 12 1/2
CONCRETE SUPPORT BLOCK
ANCHOR
COUPLING
4'141
CONCRETE
THRUST
BLOCK
UNDISTURBED
EARTH
O
VERTICAL FLARE
SECTION B -B
15 112_
16 118
16 11/16
17 3/4
18 5116
23 3/4
24 /16
27 1/4
28 1/8
32 7/8
36 3/4
35 11/16
38 5/8
41 15/16
44 13/16
NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WIITH APPLICABLE PORTIONS
OF A.S.T.M. SPECIFICATION C76.
AS DEFINED BY DEPTH
OF COVER REQUIREMENT
TABLE IN IDEM RULE
327 IAC 8- 3.2 -17(d)
SEE GATE VALVE
INSTALLATION DETAIL
3' -0"
6" GATE VALVE
FIRE HYDRANT W/ VALVE ASSEMBLY
NO SCALE
1 -1/2 "r
1/32 TAPER PER
INCH PER SIDE
1 -1 /2 "r
W ALL
R -1
9
11
12
13
14
14 1/2
15
17 1/2
20
22
22
24
24
24
24
24
PRIME COAT
165 LBS /SYD BITUMINOUS SURFACE #11
330 LBS /SYD BITUMINOUS BINDER #8
2 4" LIFTS OF COMPACTED AGGREGATE #53
ANCHOR
COUPLING HYDRANT
6" GATE VALVE
SKIRT
3 1/2
3 1/2
4
4
4 1/2
4 1/2
5
5 1/2
5 1/2
5 1/2
5 3/4
6 1/4
6 3/4
7 1/4
7 3/4
8 1/2
9
PUMPER NOZZLE
4
LENGTH VARIES
NO BENDS PREFERRED
SECTION
STANDARD TEE
isosimigiplmsmist
gh ineg oi
EDGE OF PAVEMENT,
CURB, GUTTER OR 5' OR LESS
SIMILAR STRUCTURE
IN THE PUBLIC R/W
STRAW BALES
N
FIRE HYDRANT TO BE PAINTED
PER LOCAL OPERATIONS STANDARDS
2 2 1/2" HOSE NOZZLES
FINISH GRADE
rr
V
4" EMBEDMENT (MIN.)-
NO SCALE
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
#8 CRUSHED STONE OR
APPROVED EQUIV.
CLASS 1 BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
A. i
I► --1_
rr
rr
7
NOTE
THE NOTED THRUST RESTRAINT MECHANISMS
ARE A MINIMUM RECOMMENDATION. LOCAL
OPERATIONS SHALL OFFER PREFERENCES AND
CONTRACTOR SHALL BE RESPONSIBLE FOR
MEANS AND METHODS.
1/2 CUBIC YARD OF
CRUSHED STONE
PLASTIC SHEETING DRAPED OVER TOP
OF GRAVEL. DRAIN BED TO THE HYDRANT WEEP HOLES
UNDISTURBED
EARTH
CONCRETE
THRUST
BLOCK
ANCHOR COUPLING
6" GATE VALVE
HYDRANT
90' ELBOW OR ANCHOR ELBOW
W/0 ANCHOR COUPLING
INSTALLATION PARALLEL TO MAIN
DITCH
0
PLAN
STRAW BALES
ELEVATION
STRAW BALE DAM
D
MIN. 1.25 Bc +12"
Bc
WITHIN 5' OF EDGE OF PAVEMENT
WIDTH VARIES
tea
SCALE: 1" 1' -0"
I-1- I-t
I1 1I
1I I1
CONCRETE PAVEMENT
15
C1.12
6x6, W2.9xW2.9, WWF
11
11
11
11
CONCRETE PAVEMENT
COMPACTED AGGREGATE
COMPACTED SUBGRADE
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PVMT.
MIN.
A
4"
12"
36" WOOD STAKES
(2 PER BALE)
36" WOOD STAKES
(2 PER BALE)
INLET
VENT TO BLDG.
UP THRU ROOF
i!
NOTE:
ALL BEDDING INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO
12" BALANCED LIFTS
A MINIMUM 9" CLEARANCE SHALL
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE
LEGEND
Bc= OUTSIDE DIAMETER
D= INSIDE DIAMETER
d =DEPTH OF BEDDING
MATERIAL BELOW PIPE
6 "0
NOT TO SCALE
SECURE GAS TIGHT
RODDING HOLE
4 "0
0
0
1
O 0
O 0
I
COMPACTED SUBGRADE
NOTE: SIDEWALK SHALL HAVE 1/2" EXP. JTS. 40'
MAX. CONTROL JOINTS 10' MAX.
NEENAH R -1915 SERIES
WATERTIGHT -TYPE P
PIPE TRENCH BACKFILL (PVC HDPE)
NO SCALE
INLET SILT CONTROL
CONCRETE SIDEWALK
SCALE: 1" 1' -O"
EDGE OF PAVEMENT,
CURB, GUTTER OR GREATER THAN 5'
SIMILAR STRUCTURE
IN THE PUBLIC R/W
#8 CRUSHED STONE OR
APPROVED EQUIV.
CLASS 1 BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
VARIES (SEE PLAN SHEETS)
6x6, W1.4xW1.4, WWF
LL_
LIQUID LEVEL
NOTES
1. CONSTRUCT FROM 1,000 GALON SEPTIC TANK
2. FOLLOW LOCAL STATE HEALTH DEPT.
RULES FOR CONSTRLCTION
3. TANK DIMENSIONS: 142" LONG X 58" WIDE
REGULAR BACKFILL
STRAW OR HAY BALES
i
O 0
0
0
2" SQ. WOOD STAKES
MIN. 1.25 Bc+12"
THE CONTRACTOR SHALL SURROUND ALL NEW DRAINAGE STRUCTURES
WITH STRAW OR HAY BALES UPON COMPLETION OF STRUCTURE. THESE
SILT CONTROL DEVICES SHALL BE MAINTAINED BY THE CONTRACTOR
UNTIL THE ARCHITECT /ENGINEER AUTHORIZES REMOVAL.
24 "0 REIN. CONC. PIPE
l
GREATER THAN 5' FROM EDGE OF PAVEMENT
GREASE INTERCEPTOR DETAIL to
NOT TO SCALE \Q1.
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH
TOP OF PVMT.
A
MIN. 12"
A
T 4
RODDING HOLE
4 "0
SEAL (TYP.)
6"
6
1 1/2"R.
GRADE
REINFORCED
CONC. TANK
6"
OUTLET
G I
ro
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE
IN THE PUBLIC R/W
1/2" EXP. JOINT FILLER
EXPANSION JOINT
CONCRETE CURB
SCALE: 1 1 /2 =1 -0
24 "X1/2" DIA. SMOOTH BAR 18" C.C.
GREASE DOWEL CAP WITH BAR STOP
BOTH ENDS
NOTE
APPLY BUTYL RUBBER BASE
EXTERIOR BACKPLASTER MATERIAL
(1/4 "±1/16" MIN. THICKNESS)
ENTIRE EXTERIOR OF MANHOLE
CURB SHALL HAVE 1/2" EXP. JTS 40' -0
MAX., ENDS OF RADII, CONTR. JOINTS
10' -O MAX. UNLESS NOTED OTHERWISE.
1/2" SEALANT
NOTE:
SCALE: 1" 1' -0
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
SEE SHEET C1.9 FOR PIPE
SIZES AND INVERT ELVATIONS
OR LESS
1/2" PREFORMED JT. FILLER
CONCRETE SIDEWALK
COMPACTED
SUBGRADE
2 #4 BARS CONT.
SLOPE MIN. 1/2" PER FOOT
110
Bc
4
CONTROL JOINT
CONSTRUCT EXPANSION JOINTS 40' MAX. AND
CONTROL JOINTS 10' MAX UNLESS OTHERWISE NOTED.
CONCRETE JOINT DETAILS
PRECAST CONCRETE ADJUSTER
RINGS (4" MIN. 12" MAX.)
CD
FLEXIBLE BOOT "KOR -N -SEAL"
OR APPROVED EQUAL
1 /8" SAWED
OR TOOLED
CONTROL JT.
REINFORCED PRECAST CONCRETE BASE
ON COMPACTED AGGREGATE #2
MIN. 1.25 Bc +12"
WITHIN 5' OF EDGE OF PAVEMENT
.D/10
LONGITUDINAL JOINT
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH IF NOT
UNDER PVMT.
t
d
ti
48"
NO SCALE
FILL WITH
JT. SEALER
L
ECCENTRIC CONE SECTION
PRECAST CONCRETE
SECTIONS
POLYPROPYLENE COATED STEEL
REINFORCING BAR STEPS MIN.
3/8" DIA. (SEE SPECS.)
0 -RING GASKET BETWEEN ALL
RISERS AND CONE SECTIONS, PLUS
1/2" EXTRUDABLE GASKET. (KENT
SEAL OR EQUAL.)
co
SANITARY MANHOLE DETAIL
SCALE: 1/2" 1' -0"
LEGEND
Bc= OUTSIDE DIAMETER
D= INSIDE DIAMETER
d =DEPTH OF BEDDING
MATERIAL BELOW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
D d
27" OR SMALLER
30" TO 60"
66" OR LARGER
NOTE:
ALL BEDDING INITIAL BACKFILL
SHALL BE INSTALLED IN 6" TO
12" BALANCED LIFTS
A MINIMUM 9" CLEARANCE SHALL
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE
PIPE TRENCH BACKFILL RCP
-#1i
3"
4"
6"
3A
EDGE OF PAVEMENT,
CURB, GUTTER OR GREATER THAN 5'
SIMILAR STRUCTURE
IN THE PUBLIC R/W
#8 CRUSHED STONE OR
APPROVED EQUIV.
CLASS 1 BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
MIR
-Ell
0
A
SCALE: 1" 1' -O"
WEEP HOLES
REGULAR BACKFILL
(5cm- 12.5cm)
VARIES SEE PLAN
330 /SYD BITUM. SURFACE #9
BITUMINOUS SIDEWALK
COMPACTED AGGREGATE #53
INLET TYPE "A"
SCALE: 3/4" 1' -0"
EROSION CONTROL BALNKET INSTALLATION SIDESLOPE
NOT TO SCALE
SEE SHEET C1.9 FOR PIPE
SIZE AND INVERT ELEVATION
MIN. 1.25 Bc
GREATER THAN 5' FROM EDGE OF PAVEMENT
cm)
(15 cm) O
7.5cm)
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
MIN. 6" TOPSOIL
TO ENSURE GRASS
GROWTH
s7
��f�1 (15 I cm)
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL —O —SEED DO NOT SEED PREPARED AREA. CELL —O —SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP —SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. COMPACTED N 12" 30cm
LI G
APPLY SEED TO COM AC ED SOIL AND FOLD REMAINING
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES /STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM'", STAPLES /STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2 -5" (5cm- 12.5cm) OVERLAP DEPENDING
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH'"ON THE PREVIOUSLY INSTALLED BLANKET.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE
BLANKET WIDTH.
1/6 Bc
FINISH
GRADE
LLJ
w
'co
6"
(15 cm)
Additions
to
NORTHVIEW
CHRISTIAN
LIFE
5535 East 131st St.
Carmel, IN. 46033
INTERDESIGN
TOTAL ARCHITECTURAL DEVELOPMENT
141 East Ohio Street
Indianapolis, Indiana 4 620 4
Phone 317.263.9655 Fax 317.263.964-4
www.interdesign.com
(C InterDesign Group, Inc.
doing business as INTERDESIGN. Alt
rights reserved for original documents
and as-built documents as modified by
construction contractork). Reproduction
or reuse must be preceded by written
permission of The InterDesign Group, Inc.
TS 175
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