HomeMy WebLinkAboutC5.2 - SITE NOTES AND DETAILS - CIVIL2:1 SLOPE
OR LESS
ON ALL SIDES
2
/�� N
NN,
IIIIN
BACK FILL CATCH BASIN
EXCAVATION i0 GRADE W/
No. 53 CRUSHED STONE T
6"1
PEACE STRUCTURE ON 6-min.
COMPACTED GRANULAR FILL
THE INSIDE OF ALL STORM STRUCTURES SHALL HAVE FINISH
GROUTING WHICH INCLUDES BETWEEN BARREL TO BARREL
SECTIONS. BETWEEN RISER RINGS. AND AROUND ALL PIPES.
STORM INLET
SEDIMENT TRAP
q C�
1-1/2"t
I I
1/32 TAPER Pi
INCH PER SIDE
HORIZONTAL FLARE
24"
T. 0. C. NEENAH IRON GUTTER
8
A
I
of
1-1/2"N
D
INLET FRAME AND GRATE
—
e
a
s `
]
4
1^
��
G OR T
((GROO9E-OUiLIT END)
WALL E
VALE
(ION�IE-INLET END)
EN
VERTICAL
FLARE
L
SECTION A -A
SECTION
B-B
INVERT
A o
BARS O 12" O.C. EACH WAY
CATCH BASIN 241$x24CATCH BASIN
NOT TO SCALE C5,2
1/8" ALUMINUM PANEL
SCREEN PRINT SYMBOL
COLORS SELECTED BY ARCH.
HANDICAPPED SYMBO
2- SO. ALUMINUM POST
FINISH AS PER SPECIFICATIONS
FINISH GRADE
EARTH
CONCRETE FOOTING
1.6-
6,0"
HGANDDICAPPED PARKING SIGN SCALE Ei21
BOTT. FOOTING
EL= 864.2Y
GONG. CAP CROWNED
I" ABOVE TOP OF PIPE
6-P' STEEL PIPE
FILLED WITH CONC. &
PAINTED SAFTEY
YELLOW
FINISHED SURFACE
24"w GONG. POST FOOTING
PIPE
BOLLARD
DETAIL
�\
NOT TO
SCALE
C$.2
/INSTALL HANDRAIL AT PERIMETER
OF CONCRETE PATIO (SEE AR(i
SHEETS FOR DETAILS)
PATIO
EXPANSION JOINT
BENT p4 BARS O 12"1
(s) 124 BARS O 12"0.c.
�0) /4 BARS CONTINUOUS
I � ]4 BARS 420 LONG O 12"o.c.
8" CONCRETE RETAINING WALL DETAIL 3A
NOT TO SCALE CS.2
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and meal Codes
CiityyGF Camped
�VT�V)�DXVAWML
DATE: \ 10/30/19
DIA.
WALL
G a l
WT. SEC
A
B
C
D
E
qA.1
R-I
R-2
SKIRT
12
2
1 112
530
4
2448
7 6
72 ] 8
24
13
10 1 I6
9
3 1 2
15
2 144
2
740
6
27
46
73
30
16
12 1 2
11
3 1 2
18
2 112
2 1 2
9%
9
27
46
73
36
19
15 142
12
4
21
2! 4
2 1 4
1280
9
35
38
73
42
22
16 118
13
4
24
3
2 112
1520
9 112
43 1 2
30
73 112
aB
25
15 tl I6
14
4 1 2
27
3 1 4
2 1 2
1930
10 1 2
48
25 112
73 1 2
54
20
17 3 4
14 112
4 112
30
3 12
7
2190
12
54
19 3 4
73 3 4
60
31
18 5 I6
15
5
37
3 314
3 318
3150
17 12
58 1 2
39 1 4
97 3 4
66
34
23 314
17 12
5 1 2
36
4
3 142
4100
15
63
34 314
97 3 4
72
37
24 116
20
5 12
42
4 12
3 3 4
53B0
21
035
98
78
43
27 114
22
5 12
5
4 1 4
6550
24
72
26
96
8t
♦9
28 1 8
71
S 3 t5
12
4 3 4
8040
27
65
35
100
90
55
32 I B
24
6 1 4
6
5
87W
30
W
39
99
95
61
36 3 4
24
6 3 4
k
6 1 2
5 1 2
10630
24
78
21
99
102
67
35 11 16
24
7 14
1
6
125M
34
1
1
9
IN
1
4
1 4
] 12
6 1 2
144M
24
78
21
99
114
19
41 IS I6
24
8 12
8
1
16350
24
78
21
99
1 120
85
144 U 16
24
9
NOTES: I. MANUFACTURE OF END SECION 6 IN ACCORDANCE WITH APPLICABLE PORTIONS Of
AS.I.M. SPECIFICATION C76.
RCP END -SECTION DETAIL a
NOT TO SCALE C52
MINIMUM OF 6- TOPSOIL OVER EXCAVATION
TO ENSURE GROUNDCOVER GROWTH
F NOT UNDER PAVEMENT
'BBORROW OR EOUAL
GRANULAR MATERIAL
COMPACTED TO 95 R
STANDARD PROCTOR
DENSITY
NOTE:
ALL BEDDING 8 INITIAL BFCKFILL
DEPTH OF BEDDING
SHALL BE INSTALLED IN 6' - 12'
MATERIAL BELOW PIPE
BALANCED LIFTS
INSIDE DIAMETER
(d) MIN.
A MINIMUM 9' OF CLEARANCE
27" & SMALLER
LARGER
3"
SHALL BE PROVIDED ON EACH
66" &
6'
SIDE OF THE INSTALLED PIPE
CONCRETE
PIPE TRENCH DETAIL
(W/1 5' OF PAVEMENT) 5
NOT TO SCALE
CS.2
TRK
V I K CO
LL.ELOW-865.On, •,
BOTi. TOOTING
EIII
INSTALL IND,O,T, STANDARD
GALVANIZED STEEL GUARD
RAIL ON TOP OF WALL
WALK
EXPANSION JOINT
�(5) 84 BARS O 12-o.c.
BENT d4 BARS O 12-o.c,
(4) q4 BARS CONTINUOUS
I � E4 BARS 42" LONG O 12"O.C.
12" CONCRETE RETAINING WALL DETAIL 6
NOT TO SCALE CS.2
STAIR NOTES:
1. CONTRACTORS ARE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES.
2. CONTRACTORS TO VERIFY ALL CONDITIONS PRIOR TO INITIATING ANY WORK.
3. CONTRACTORS SHALL COORDINATE WORK WITH ALL OTHER TRADES.
4. CONTRACTORS SHALL PROVIDE ALL MATERIALS, LABOR, EQUIPMENT. ETC. TO COMPLETE ALL
NECESSARY CONSTRUCTION ASSOCIATED TO THEIR WORK.
5. SHOP DRAWING SHALL BE SUBMITTED TO KEELER-WEBB. FOR APPROVAL AND ARE REQUIRED
FOR ALL STAIRS.
6. ALL CHANGES. DISCREPANCIES OR FURTHER INFORMATION REQUESTS ON SHOP DRAWINGS. SHALL
BE CLEARLY INDICATED AND/OR CLOUDED AND ACCOMPANIED BY LETTER STATING REASONS.
DESIGN CRITERIA:
1. STAIRWAY TO OFFICE/MEETING SPACE SHALL BE DESIGNED AS FOLLOWS:
STAIR TREAD
II" MINIMUM
IBC,
10i
STAIR RISER
T MAMM"M
IR,
Toni
TREAD 4 RISER UNIFGRNTY
m. MAXIMUM
IBC,
1009.31
"ON
j6'MINIM"M
IBC,
MOST
LIVE LOAD
GG W. PER SO, FT.
IBC,
TABLE IIII I, 135
CONCENTRATED LOAD
SOO W.ON 4 SR. INCHES
Inc.
TABLE 1607.1, NOTE I
2. STAIRWAY HANDRAILS SHALL BE DESIGNED AS FOLLOWS:
STAIR HAKWAL IEI6XT
34' MIN - W" MAX.
IBC.
10122
ENASPABILITY
L25" MN. - 2" MAX.
IBC,
1012,3
OPENING UFffATIO5
LESS THAN 4" CIA,
IBC,
I013.3
DISTRIBUTED LOAD
SW. PER LINEAR FT,
IBC,
IW],T,I
POINT LOAD
200 W.
IBC,
1607.7.1.1
BALUSTER LOADINS
SO W. PER SO FT.
IBC,
Iffl .11
3. GUARDRAILS SHALL BE DESIGNED
AS FOLLOWS:
UIMDI IL IEIWIT
42' MINIMUM
IBC,
I0I12
OFTj UNTATIO5
LESS THAN 4-DIA
IR,
1013.3
DSTRIBUTED LOAD
SO ln. PER LINEAR FT,
IBC,
1 07.7.1
PgNi LOAD
200 W.
IBC.
INII.I,I.I
BALUSTER LOADINS
SW, PER SO. FT.
IBC,
1607.7.11
7 p In
4 p
HANDRAIL STALL BE 36" HIGH AT
STEPS & 42" Hi LANDINGS
4
7 Q
M
L-rm 4 p
I,
6" CONCRETE RETAINING WALL, SEE
DETAIL THE SHEET, PROVIDE HANDRAIL
ON TOP OF WALL (COLOR PER OWNER)
HANDRAIL SHALL BE 36' HIGH AT 4
STEPS &42"HIGH AT LAN DINGS
W1 HANDRAIL EA. SIDE I0,U
5 RISFS 6". ea. (TYP) p
A Q
4 TREADS 11" ea. (TYP) 3 TREADS
4 p
d 4
Q
Q p 4
G
12 E AIL THIS
S RETAINING DE IND SEE
Q DETAIL THIS GUARD PROVIDE WOOF Q
GALVANI2E�GUARD RAR ON TOP OF WALL p
d
PHASE
3 CONCRETE
STAIRS/RETAINING DETAIL
SCALE: 1" =
5'
CS2
SITE NOTES AND DETAILS
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DRAWN BY: TEN
CHECKED BY. ALD
PROJECT No,
1803-021
SHEET NO.
C542