HomeMy WebLinkAboutA-111-BASEMENT-FLOOR-FLOOR---EXTERIOR-Rev.011
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Cslmlel (}
�PRNGICM1c)L1al�LL
NEW SIDEWALK/ 1'-(r 1'-(r EXISTING
CURB 6 SIDEWALK/CURB
T.O. SIDEWALK
#4 REBAR Q 2' O.C. _ 1/2" EXPANSION
JOINT AND SEALER 6. SAWCUT
B.O. OF SIDEWALK DOWEL REBAR INTO SLOPE-
EXISTING SIDEWALK 1"RADIUS 1/4"/FOOT 4'THICK CONCRETE
SIDEWALK REPLACEMENT OR EXTENSION AND SET IN EPDXY LL" SIDEWALK
t..
--N-^- ate' 6X6- W2.9 X W2.9
CONCRETE SIDEWALK DTL. WELDED WIRE FABRIC
O _ _ . COMPACTED AGGREGATE
fj— fj— —� BASE, SIZE NO. 53
1" = 1'-0" +mm III (CRUSHED)
STRIP TOPSOIL, ROOTS, AND
ALL ORGANIC MATERIALS
4" CONCRETE WALK SLAB 41 FROM SUBGRADE
�6DWIRE XW2) CONTINUOUS
o -- WELDED WIRE FABRIC PAVEMENT 6"
COMPACTED AGGREGATE CONTINUOUS
o _ _ BASE, SIZE NO. 53 INTEGRAL CONCRETE SIDEWALK AND CURB
(CRUSHED)
JL—II—.I II STRIP TOPSOIL, ROOTS, AND ALL
NOTE: ORGANIC MATERIALS FROM 6"
INCLUDE 1/4"D SAWCUT SUBGRADE SAWCUT
CONTRACTION JOINTS AT 5-0PROVIDE TACTILE
ON CENTER 6 EXPANSION SLOPE - WARNING STRIPS
JO INTS EVERY 50'-0 MIN I 1/4"/FOOT 4" THICK CONCRETE
SIDEWALK
--- — -- IS)&W2.9 X W2.9
® CONCRETE SIDEWALK DTL. WELDED WIRE FABRIC
COMPACTED AGGREGATE
3/4" EE 1'-0" M II I +T BASE, SIZE NO.53
(CRUSHED)
'— CONTROL JOINTS STRIP TOPSOIL, ROOTS, AND
114 OF SLAB DEPTH 10 ALL ORGANIC MATERIALS
O.C. MAX & FROM SUBGRADE
EXPANSION JOINTS C, (2)#4 BARS
EVERY50-OMIN. PAVEMENT CONTINUOUS
4" CONCRETE SLAB
SIDEWALK FLUSH WITH PAVEMENT
4" MIN. COMPACTED
GRANULAR FILL
CONCRETE CURB DTL.
OCONCRETE SIDEWALK DTL. 20 1"=11_0"
3 ,"III
OFFICEWORKS TO PROVIDE NEW
UNDERCOUNTER STORAGE UNIT.
OFFICEWORKS TO PROVIDE NEW
SMALLER TABLE.
REMOVE EXISTING SHELVING AND
RELOCATE EXISTING REFRIGERATI
TO THIS LOCATION.
BASEMENT PLAN - BREAKOUT PLAN
1/4" = 1'-0"
NORTH
�K DRIVE.
2E NOT TO
UODIFY CURB AS
LK CONNECTION.
ING SHALL BE AT
TOR TO PROVIDE
ETAIL FOR MORE
INFORMATION.
MKM
architecture + design
119 West Wayne Street
IEW Wayne, Indiana 46802
p 260.422.0783
f MOA264561
InWw.MKMdesian.cum
MaARIf286aB1
sTAseoF
�WMIEE II
HIS, Plert
THE PROPERTY OF MKM ARCHITECTURE ♦ DEMGN,
PHD WERE CREATED AND DEVELOPED FOR USE ON,
AMID IN CONNECTION WTH THIS SPECIFIC PROJECT
HONE OF THE IDEAS, DESIGNS. ARRANGEMENTS OR
PLANE SHALL BE USED BY OR DISCLOSED TO ANY
PEnSON, FIRM OR CORPORATION FOR ANY
PURPOSE WHATSOEVER MHOUT THE WHITHER
PERMISSION OF MKM ARCHITECTURE • DE3HN1
THE OMER SHOT BE PERM17ED TO RETAIN
COPES FOR INFORMATION AND REFERMICE IN
CONNECTION NTH THIS PROJECT WTRTEN
DIMENSIONS ON THESE DRAMNGS SHOULD HAVE
PRECEDENCE OVER SCALE DIMENS'ONS.
AND THIS OFFICE MUST BE NOTIFIED OF ANY
VARIATIONFRONITHEDIMENABONSANDCONDITIONS
SHOWN BY THESE DRAwNGS. SHOP DRAINAGE
MOST BE yJMIO TO THIS OFFICE FOR REAM
BEFORE PROFE£dNG WITH FPRRIWTION ARDOR
INSTALLATION. THE WORK SHOWM ON THIS
DOCUMENT, AND THE CORRESPONDING
SFECricAnoNS, INTERFACES WIN WORK SHOWN
ON OTHER DOCUMENTS INCLUDING MEN TO BE
PERFORMED BY OTHER CONTRACTORS OR
SUBCONTRACTORS. EACH CONTRACTOR OR
SUBCONTRACTOR SHALL BE FAMILIAR WITH THE
WORK OF OTHER CONTRACTORS OR
SUBCONTRACTORS, WHETHER OR NOT SHU M ON
THIN DOCUMENT WHICH IMPACTS THE WORK
IMPACTS THE WORK SHOWN HERMN AND SHALL
COORDINATE SUCH WORK SO AS TO PF IN
COMPLWICEWMTHEINTNTOFPLLTHEPROJECT
DOCUMENTS.
St. Vincent
Carmel Hospital
Carmel Pharmacy 797 800
13500 N Meridian Street
MIS"
DRAWING CONTENTS:
BASEMENT FLOOR
FLOOR - EXTERIOR
ISSUE DATE'. PROJECT NO.
04/26/2019 MKM'. 17107
ASCENSION. W286
DRAWING NO.
DATE: 09/04/19
A-111