HomeMy WebLinkAboutVIOC CARMEL, IN - A10 Dumpster Enclosure-OPT3-BRK-BRKPRECA51 LIMESTONE 10P C,
SEALAM AN� BACKER R0�
FACE BRICK i0
MATCH BLDG
(ABOYE WAINSCOn
WNT. 8" BON� COURSE W/ (1) �'S BAR
- GROUT SOLID
0" CMU WALL W/ HORIZ. JOINT REMF.
Ai 16" O.C. VERi. AND k6 9ARS A7
EN�S, CORNERS & 7-0° O.C. B1WN.
GROUi BLOCK SOLI� Ai REME SEE
PLAN FOR LOCATIONS.
CONT. STONE
WAINSCOt SILL t0
MATCH BUILDING—
eRia waNscot m
YATqi BLDG (7YP.)
�,
r
Hs oowE�s � En.
vEar. aEiNFoacEo
cE��
J^
10"
6' 0 PIPE BOLLAR� - SEE DIL.
6/A-10.
LME OF i0P CAP BEYONO
DOME CONC. TOP —
5" STEEL GAIE POST - SEE DTL
2/A-10
HINGE SEE DETAIL 6/A-10
NOiE: UPPER MOST COLLAR MAY BE
�ELETE� SO THAT CATE IS REMOVABLE
W FUTORE VERIFY WITH OWNER.
5"0 SCHEDULE 40 PIPE SEE DTL.
6/A-10 FOR SIMILAR
CONSiRUCiION
GAIE SEE DiL 2/A-1�
HINGE SEE OETAIL 7/A-10
6' CONC. SLAB W/ 6x6 W29xW29 WWF
ON COMPAC7ED 6' CRUSHED STONE
1/2" E%PANSION JOINT W/ URETHANE -
SEALANi
�
p " �
I �:.
�ECTION � TRASH ENCLOSUR
SCALE: 3/4" = 1� — 0°
SffEL GAtEs
4ND GAiE
'OSiS PAINIED
'HOMESiEA�
3ROWN". SEE
�erni� 2/n-io m
-0R ADDITIONAL -�
NFORMATION iO
iNisHEo
>nNNc
SCALE: 1/2" = 1' — 0"
I:1:lIN'A
CMU
•
NQTE:
GATES SHALL BE EQUIPPED WITH DROP (CANE) BOLiS, HEAVY DUTY HINGES AND
LATCHES (WITH PADLOCK) DRILL HOLES 2" DEEP W CONC. / PAVWG TO ALLOW
�"� IN CLOSED POSITION AND AT AN OPEN POSITION
RELEASED FOR CONSTRACTION Ho�o to KEEP caNE eo�rs FRaM oRncciNc coNc.
Su6jec��o compliance with allregula�ions ^ II
o4S�a�eantlLocalCodes �'1 L
City of Carmel
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�
DATE: OZ�� 3�ZO
9 DUMPSTER ENCLOSURE PLAN
A-�� SCALE: 1/4" = 1' — 0"
�6 REBARS AT EACH
END, EACH CORNER
& AT 24° O.C.
6" �IA. PIPE BOLLARD
- see on. s/n-ia
E%TERIOR VENEER TO
MATCH BL�G.
6" CONC. SLAB W/
6"x6"W29XW29WWF
ON COMPACTED 6"
CRUSHED STONE
CONC. APRON TO MATCH
PAD WNSiRUCT10N. SEE
CML DWG�S FOR PA�
�IMENSIONS
1/2" E%P. JOINT W/
URE7HANE SEALANT
EXTERIOR VENEER
REIDRN TO MATCH BL�G.
5" CONC. FlLLED GAIE
POST. $EE 1/A-10
GAiE TO $N1NG 180
DEGREES
DRILL HOLES IN WNC/
PAVEMENT FOR CANE
BOLTS. HOLES SHALL BE
P�ncEo ro Ho�o cnTEs
ie c�oseo aosmoN nNo
aN oPEN PosmoN oF
ea oEcaEEs
iYP. AT ALL GAiES
3"xi/8' S7L. STRIP CLOSURE
PLATE CORRUGAiED �ECK
NOT SHOWN. SEE 3/A10
2"x2"x3�16" iS FRAME
3"x1/8" S7L. STRIP CLOSURE
PLATE CORRUGAIED DECK
NOT SHOWN. SEE 3/A10
2"x7'x3/1fi' i5
HORIZONTAL RAIL
3/16"x2" STL. FLAT BAR
BRACES WELDED ID FRAME
TOP OF PAVEMENT
s"xi/a" sn. smiP c�osuee
PLAiE. CORRUGAIED �ECK
Nor sHowu. sEE 3/nia
PRECAST LIMESTONE
TOP CAP
�
O
U
z
w
�
�F
ma
E
�
�C
ROUN� OVER TOP
OF CONCRETE
6" DIA. X GALVANIZED
STEEL PIPE, SOLID IN
CONCRETE PRIME&
PAINT VALVOLINE RED.
DOME TOP OF
CONCRETE FOOTMG (1")
PAVEMENT AS
NOTED ON
CNIL DRAW INGS
& DETAILS
FACE BRIqC TO
YATCH BLDG
(ABOYE WAINSCOn
5' STEEL GAIE POST
(SEE DiL. 2/A-10)
CONT. STONE WAINSCOT
SILL TO MATCH BUILDING
BRICK WAINSCOT TO
MATCH BLDG. (TYPJ
3'-6"OF PIPE BELOW
GRA�E CENTER IN
CONCRETE
. 18" DIAMETER, 4000
PSI, AIR ENTRAINED
CONCRETEBASE
8" COARSE STONE,
3"x 1/8" SiL. PLATE
� �ECK CLOSORE WEL�EO
ID FRAME ON 7HREE
SIDES (SEE ELEV.)
�~ 7'x 7x 3/i6" TS FRAME
(TYP. OF J - SEE ELEV.)
� 70P�CENIER�90Ti0M FRAME
� 2"x 3�16" SiL. PLAiE
� DIAGONAL STRAP BRACING
; (SEE ELEVS.)
1 1/2" x 22 GA.
�-' GALV SiL B DECK
�1GATE SECTION
A-10
SCALE: 3" = 1' - 0"
da d �
�a a �
PLAN VIEW
5"0 CONC. FlLLED SCHEO. 40 PIPE
HINGE SLEEVE
1 1/2" x 22 GA. GALV. B �ECN
2 r 3/16" DIAGONAL BRACE
WEL�ED TO FRAAIE
6'w7'xi/4" PLAIE WEL�E� TO
HINGE SLEEOE AND GAiE FRAME
2 x 2 x 3/16" TS FRAME
GREASE FIT7ING
GREASE FI1iING
6°x2°x1�4" PLATE WEL�E� 70
HINGE SLEEVE AND GAIE FRAME
HINGE SLEEVE
GAIE FRA�AE
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w
w �
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a o
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W 7
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Q J
2 W
U
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FU
F a
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Z
z (�
J =
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J �G
� Z
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M
W
�
J HANDCOMPACTED METAL PIPE COLLAR - (lf� �
-�r-�r-� -�� -� FiE�o wE�o ro Post �
-- ������-� uNoisruRaeo s"m coNc Fi��Eo scHEo. aa aiaE �
ORCOMPACTED �
SUBGRADE �
ELEVA710N VIEW NOTE (2) HINGES REQUIRE� PER
6 BOLLARD DETAIL � HINGE DETAIL Posr �Tva.� see oeTai� z/n-io
A�� SCALE: 1" = 1' - 0" A�� SCALE: 3" = 1' - 0"
DUMPSTER EXTERIOR FINISH NOTES
REFER AL50 TO "EXTERIOR FIN ISHES", SHEET A3.
BRICK: MATCH BUILDMG BRICK
MORTAR: MATCH BUILDMG MORTAR
COPING'. PRECASTLIMESTONECAP.COLORTOMATCHBUILDING
STONE WAINSCOT
SEALER'. A��BRICK SURFACES SHALLBETREATED WISEALER.
REFER TO SPEQFICATIONS.
BOLLARDS I Gl1ARD POSTS:
FIELD PAINT w/SHERWIN-WILLIAMS B6631 � PRO-CVRL
PRIMER FOLLOWED BV (2) RNISH COATS OF B66300
SHER-CVRL HPA. COLOR SHALL BE "VALVOLINE RED".
GATES 8 GATE POSTS:
FIELD PAINT w/SHERWIN-WILLIAMS B6631� PRPCVRL
PRIMER FOLLOWED BV (2) RNISH COATS OF SHERWIN
WILLIAM51515 HOMESTEAD BROWN. SEMI-GLO55 DTM
ACRVLIC B6&200.
AR10500002
E
�
€
s`�1e AS NOTED
o�aw� CE50
Cneckea BWFi
oe'e 08.09.19
DUMPSTER
ENCLOSURE
A-10
17' CMU - GR00T ALL CELLS SOIJ�
BELOW GRAOE
WNC. FOOTWG W/ 4-�'5S CONT. T&B
rya's � iz' o.c.
DOME TOP OF CONC.
F00➢NG (1")
i
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�� sn. aosT & FouNoanoN (Tm.)
I
L — — — — — J
+ �
� I � � I
�° I I I
I�
L-----J
1_6•H
FOOTING
VOTE: ALL EXTERIOR TRASH ENCLOSURE
STEEL SHALL BE GALVANIZED
�
�� I- - i i- I- i i- I- i i- I- i i- I�
�. .� I I I I I I I I I I I I I I �. I
� �
. . -. . -. . -. . . -. -. . . ..
�
TYP. DUMPSTER ENCLOSURE SIDE ELEVATION
�� ..� .�. ��� �����
TO PREVENT BOLTS FROM ORAGGING ON CONCRETE
�DUMPSTER ENCLOSURE FRONT ELEVATION
H-IV
a
SCALE: 1/2" = 1' — 0"
A-10