HomeMy WebLinkAboutC13 Construction Details0
1' -6"
HINGE POST
8' HIGH CHAIN
LINK PERSONNEL GATE
1' -0"
SQ. TUBE GATE
FRAME PROVIDED /INSTALLED
BY GENERAL CONTRACTOR
PAINTED
WHITE
TEXT AND
GRAPHICS (,1)
C")
III
t
CONC. CURB
W/ GUTTER,
DIRECTIONAL SIGNAGE
NO SCALE
w I
N
a
WELD SOLID CAP
KNOX BOX BY G.C.;
MOUNT PER MFR.
RECOMMENDATIONS.
ADD PLATE FOR
WELDING /BOLTING
KNOX BOX.
o TS3x3x1 /8
PAINTED RED
FINISHED GRADE
CONC. FOOTING
KNOX BOX DETAIL
NO SCALE
4'—O"
CENTER
LINE OF
DRIVE
MATE DETAIL
NO SCALE
PROVIDE PLATE FOR
KEYED DEAD BOLT
RECESSED BAR
CODE SUPPLIED
BY OWNER, G.C.
INSTALLED WITH
G.C. SUPPLIED
ADHESIVE; USE
STIMSONITE 911
OR 88 PAVEMENT
MARKER ADHESIVE
2 1/2" x 2 1/2"
14 GA SQ. TUBE
9" HIGH, PAINTED
WHITE NUMBERS (TYP.)
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EQ.
SALES SPACE (TYP.
NO SCALE
C
J
3
3
NOTE:
FINISH OF ALL EXPOSED METAL
TO BE FACTORY, STANDARD
BLACK BAKED ENAMEL
2
ALIGN
r-- EQ.
8' -0" N.T.S.
CONC. FILL
ROUND TOP
1-• V-0" --i
BOLLARD DETAIL
NO SCALE
4" WIDE, PAINTED
WHITE LINE (TYP.)
MINIM
11111
MMI
I111
III
11111.1.111:.=- H III. 'IIII
II' l
—FINISHED GRADE
3
a
TS
1/4" THICK 4"
DIAM. POST PAINTED IN
BITUMAST1C PAINT
BELOW GRADE
1 U
1 3/8" x 1 1/2"
U CHANNEL
1" x 1" SQ. TUBE
W/ FLAT CAPS
CONC. FOOTING
'FLAT STYLE'
POST CAP
I II
ORNAMENTAL PICKET FENCE DETAIL
NO SCALE
SECTION A-A
FLUSH W/ ADJACENT
CURB
CONCRETE FOUNDATION
BY G.C.
CONDUITS
SEE ELEC. DWGS.
NOTE: LOCATE PEDESTAL 6"
FROM FACE OF ADJACENT
CURB (TYP.)
NORE:
EXTEND ROCK DONUT UNTIL TOP
MEETS EOSflNG GRADE AT THE SAME
ELEVATION
MAINTENANCE:
1. INSPECT THE STRUCTURE AFT EFT EACH STORM EVENT, REMOM NG
SEDIMENT AND MAKING NEEDED REPAIRS IMMEDLATIFY.
2. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED
REMOVE AND PROPERLY DISPOSE OF ANY UNSTABLE SEDIMENT
AND CONSTRUCTION MATERIAL AND RE- STABILE.
2' -6" SQUARE
6"
.Q •aa d
4
a
a
O
_I1lI 1 I t ti l
PATAPSCO PEDESTAL DETAIL
NO SCALE
OUTLET PIPE
ROCK RIP —RAP
APRON OVER GEOTEXTILE
FLOW-
a
STR.#
5
11
15
83
19
SLOPE
b
L
STONE
d 3d L W d50 DEPTH
15" 45 9' 12.75' 6" 18"
15" 45 6' 10' 6" 18"
12" 36 5' 8' 6" 18"
15" 45 6' 10' 6" 18"
12" 36 11' 14' 6" 18"
18" x 18"
PATAPSCO PEDASTAL
r)
NOTE:
ALL RIP —RAP APRONS SHALL HAVE A GEOTEXTILE
UNDERLAYMENT OF POLYFELT TS650 OR EQUIVALENT.
OUTLET PROTECTION DETAIL
ROCK DONUT OUTLET PROTECTION DETAIL
NO SCALE
PROPOSEED OUTLET
1
00
I I— III =1
I I
ELEVATION
6' -3
PLAN
GUARDRAIL DETAIL
NO SCALE
GALV. HIGHWAY GUARD
RAIL PER CARMAX
SPEC'S.
W6 x 9 GALV. STL. POST
FINISHED GRADE
FACE OF CURB
2
DATE OF REVISIONS
'MO8 8/1`0/0o
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RECEIVE
OR
BORE PI
NOTES:
STA IDI rRI PR•CTICE� D,RAWING v
TyPICAI ::'','HEWN 'CASING' PIPE
12' MIN.
PE OR DI PIPE
CASING PIPE
1. ALL JOINTS IN CASING PIPE SHALL
BE RESTRAINED.
STEEL CASING SECTIONS SHALL BE
CONNECTED BY WELDING. WELD
SHALL BE IN ACCORDANCE WITH
AWWA C206.
POLYETHYLENE CASING SHALL BE
CONNECTED BY WELDING.
t
Z
3" MIN. CLEARANCE REQ'D 2
V
12' MIN.
RECEIVE
OR
BORE PIT
BORE DISTANCE
.PIPE CASING SPACER (TYP.);
MIN. 3 REQ'D. PER LENGTH OF DI PIPE
OR MAX. 10' SPACING ON PE
CASING, PIPE SHALL HAVE BOTH
ENDS SEALED TO PREVENT
THE ENTRANCE OF FOREIGN
MATERIAL WHILE ALLOWING
LEAKAGE TO PASS
SECTION
1/2 PIPE LENGTH
c 1' MAX.
l
t
DATE, OF ISSUE
J. CRAIG 1/16/96
t-
1 /2 PIPE LENGTH
DI PIPE CASING
SPACER DETAIL
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'A STATE OF
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Vir07.4540. egidif
RELEASED FOR CONSTRUCTION
APPROVAL
REVISIONS
DATE
9/9/03
9/25/03
1
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1
1
PROJECT NO
DATE
SHEET TITLE
SHEET NO
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MID- STATES Job Number. 121-5345
DESCRIPTION
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20- 01024.02
Ma 8, 2003
CONSTRUCTION DETAILS
C13
of 15