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CONCRETE FOOTING -
W/REWFORCMENT
BARS CONT.
GATE FOOTING SECTION
SCALE: 1•' = 1• 0•'
� O WALL FOOTING SECTION
SCALE 1"=1•0•'
�,� �.�����ii �
ENLARGED TRASH ENCLOSURE ELEVATION
SCALE: 1 112.' = 1. 0.'
4
12.14
;6
0
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
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onrE: 12/31/19
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7 GATE LATCH DETAIL
SCALE 3"=1'-0"
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ADJUSTABLE HINGE DETAIL
SCALE 3"=1•0•'
11/P' DIA. %1/P' SPACER
9I8 DIA. BOLT
112 X112 STEELTUBING
1 NB'NOM.LUMBER
t0 N11I2"N9I8"STEELPLATE
30 IATCH LEVER
(2 8 X 1 1l2 X 3I8 STEEL PLATE)
3/8 DIA. BOLT
11IP' �IA. %1IP' SPACER
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3I8" MIN.,��
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HINGE TAB DETAIL
4 SCALE 3 =1 0
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1 1/T' DIA. % 1/2" SPACER
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= 9I8'DIA.BOLT
' 1/P'%11/2"STEELTUBING
_ "%6"NOM.LUMBER
10"% 1 1/P' %3I8" STEEL PLATE
30"LATCHLEVER
1'� (2-8"%11/2"%3/8"STEELPLATEJ
_ �3I8"DIA.BOLT
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� 111T'%1116"%3B"PLATEWELDED
TOFRONTPN�REPRPLATES.MAV
- - BEWELDEDTOSPACER
GATE LATCH DETAIL
5 SCALE 3"=1 0
1
2
01 LOCATE CANE 80LT HOLES SO C�ATES IN OPEN
POSITION ARE HELO OUT GREATER THAN 90°
(TYP). VERIFY WITH TRASH COLLECTION AGENCY.
02 CANE BOLT HOLES FOR GATE IN CLOSEO
POSITION (TYP.).
03 V7'EXPANSIONJOINTMATERIALAROUNOALL
FOOTING FOUNDATIONS
04 CONCRETESLAB,RE:STRUCTURALORAWING.
05 3%3" S�UARE STEEL TUBE WITH �RIVE ON CAPS.
O6 11/2 %11/2"S�UARESTEELTUBE. SHOPWEL�
ALL JOMTS.
W NOM.1"X6"RECY0.EDPLASTICLUMBER',WITH
5l8" GAP BENJEEN BOAROS.
08 5/8"ADJUSTABLEHINGE�TVPICAL4LOCATIONS�.
09 (4) 3" L 1 11T' X 318" WITH (2) 318" BOLTS
W (2�21"L�MIN_�3/8" ROOSW-MIN_3"HOOICORILL
HOLES W CONCRETE TO LOCK GATES OPEN AN�
CLOSED POSITIONS.
11 6' X 7' X V2" FLAT HINGE TAB EXTENOEO
THROUGH AND WELDED TP POST 8 BACK.
12 PROVI�E GATE LATCH AS �ETNLE�.
13 48" HIGH, 4" DIA., PAINTED STEEL PIPE BOLLARD
FlLLED WITH WNCRETE.
14 PRECAST CONCRETE CAP STONE, WITH INTEGRAL
ORIPEOGE,TOMATCHTHATOF 6ANK6UILOING.
15 ADJUSTINGNUTBWASHERS.
i6 BRICKMASONRYUNITS&MORTARTOMATCH
THAT OF BANK BUILDING.
17 PAMT KONA FROM AZEKLME COOROINATE WITH
OWNER.
A. REFER TO STRUCTURAL 8 CIVIL �RAWINGS FOR ALL
STRUCTURAL �ETAILS AN� NOTES REGAR�ING THE �UMPSTER
ENCLOSURE.
B. THE SI2E OF THE ENCLOSURE HAS BEEN MODIRED TOALLOW
FOR ARCHITECTURAL FINISHES.
.�'i�,.%►
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BANK OF AMERICA
& MERRILL LYNCH
10800 N. MICHIGAN RD.
ZIONSVILLE,IN 46077
SERIAL NUM./MANH. ID:
DESIGNATION:
NRSP VERSION: 2.0
BULLETIN: 07-2018
Gensler
11EMadison Te1 312 456 0123
Sui�e300 Fax 312456.0124
CMragq IL 60602
Uni�etl States
Jones Lang LaSalle
T: 612271.8218
Attn: Patrick Hassett
!`.. Dale Descriplion
3 0426]9 ISSUEFORCO
4 05.1619 ISSUE FOR OESIGN RELEASE
5 06.0519 ISSUE FOR COE CO COMMENTS
6 08.02.19 ISSUE FOR PERMIT
Seal I Sigreture
Praject Name
ZIONSVILLE
PrajectNumher
21.0352.000
Descriptian
TRASH ENCLOSURE
s�ie
As indicated
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FRONT ELEVATION g TRASH ENCLOSURE PLAN 3 � 2. � 4
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REFER TO CNIL DRAW INGS 11' - 3"