HomeMy WebLinkAboutA-001 - DUMPSTER_SITE DETAILSGARAGE DOOR
OVERHEADTRACK
SLAB TO HAVE TYPICAL DEPRESSED
GARAGE DOOR THRESHOLD TO
MITIGATE WATER INFURIATION
CONC. \
4Sb EXTERIOR GARDEN
STORAGE AREA
HYDRANT
YARD
DowNsl=our / -\
\ \ yy\
mob. /0\ /
REINFORCED CMU WALL WITH
E.F.S ON EXTERIOR FACES ONLY
(0\
C/dlz
CONIC. SLAB WITH
REINFORCING 6"
�\ 9,p� �/yVO'(P�Op`/\
�'y
\
MINIMUM TURN
v
A ?I / 0 \
SLAB EDGEDOWN-
\ �' / / / /
\ 0l
REFER TO SITE
2
PLAN
/0\
(0\
'o. oYAP
\ b,
\\ Ali b
'I \ STORAGE AND DUMPSTER PLAN
A-oo1 1/41, = 1'-01,
ASPHALT(SHOWN)
OR CONCRETE
DRIVE AISLE, ROAD
OR PARKING LOT
DASHED
_
INDICATES CONC.
CIA I
GUTTER
SOME LOCATIONS
/ 4� DETAIL 1- LANDSCAPING TO ASPHALT
ao -m, i" EE 1'-0"
ROLL EDGE PRIOR TO LANDSCAPE PLANTING ALLOW FOR
STAMPING - TYP. 6" TOPSOIL OVER SUB -GRADE
4" CONCRETE SIDEWALK F,
WITH BROOM FINISH OVER 4O" COMPACTED GRANULAR Qp �1
FILLA O,A
no: oQ dg oo - Oa° a oo ili ,1, i
RELEASED FOR CONSTRUCTION
Subject to compliance vi all regulations
of State and local Codes LANDSCAPING
City NCamel ((��
A,a;D ,UbR la�L
I.
DATE: 07/22/19
9 SCREENING DETAIL
A-oo1 1/4" EE 1'-0"
6" CURB -- ROLL EDGE PRIOR
TO STAMPING, TOOL
EDGE AT BROOM FINISHED
CONCRETE
4" CONCRETE SIDEWALK
W/FINISH (PER PLAN) OVER
MIN. 4"
COMPACTED GRANULAR
METAL COPING TO MATC
A
C:
6
C
T
S
OPING TO MATCH
ADJAIWALL COLOR
FTE:SHOUUD MATCH
AUDING EXTERIOR
ATRHEAD GARAGE DOOR
11 EXTERIOR STORAGE
STEEL G)
DIAI
A-001
7
" / STORAGE & TRASH ENCLOSURE ELEVATION
W, 1/400=10-0"
WATERTIGHT STANDING SEAM METAL ROOF ON 30LB
FELT PAPER OVER EXT. GRADE PLYWOOD ON METAL
'C' STUDS
n
ti
B" REINFORCED CMU W/
TRUSS TYPE REINFORCING -
GRADE, MAINTAIN POSITIVE
DRAINAGE
/8" HC PLANK AS REQUIRED
GALV. GUTTER AD DOWNSPOUT
ITE POST EACH SIDE
L BRACING EACH SIDE
ITS OR EQUAL
E HASP
DROP ROD, V DIAMETER X 2'1
LONG WITH 90 DEGREE BEND
METAL COPING TO MATCH
SL •- • • • • ill
!I
3
TURN SLABEDGEDOWN
/ s \ STORAGE & TRASH ENCLOSURE SECTION
re' 114" = 1'-011
- EXTERIOR FINISH
SYSTEM (E.F.S.)
EXTERIOR SIDE OF WALL
TRASH RECPT. (O.F.O.I.)
Z" PAINT INTERIOR SIDE OF WALL
/ 6" DIA STEEL PIPE BOLLARDS
FILLED WI CONCRETE
REINFORCED MASONRY PIERS
STEEL GATE POST EACH SIDE
6" DIA STEEL PIPE BOLLARDS
FILLED W/CONCRETE EACH
SIDE
ASPHALT (SHOWN) DASHED
OR CONCRETE DRIVE INDICATES
AISLE, ROAD OR CONC. GUTTER
PARKING LOT SOME LOCATIONS
/ 6 DETAIL 3- SIDEWALK ASPHALT
o, 1" = 11_01,
°:;6
-Vd STEEL ERaME
DROP ROD
PIPE SLEET
J WASHER TD
4o BE M
WELD FDA
PLATEAN
VDA DR
PIPE EI
FREELY
/ / 1 DETAIL -DROP ROD AT DUMPSTER GATE
8 BOLLARD DETAIL
DJACENT WALL COLOR OVER
EATED WOOD 1X BLOCKING
TOP OF 8"'U' BLOCK AS
EQUIRED.
LL INTERIOR CMU SURFACES
INTED
CMU BLOCK
ERIOR FINISH SYSTEM
.F.S.)
DIA STEEL PIPE, CONIC. FILL.
OLLARDS - PAINTED
ONCRETE SLAB W/
EINFORCING-SLOPE 114" PER
OT TO AREA DRAIN
♦� 1
BAS E4
BASE4
2901 CLINT MOORE ROAD, #114
BOCA RATON, FLORIDA 33496
888.901.8008 www.base-4.00m
RICARDO J. MUNIZ-GULLIET, All
5453 NW 106TH DR
CORAL SPRINGS, FL 33076
Seal:
`d`.a
`a,lrwwU�///
= U;ii
1700161 :m_
As AAA
OF I
-
DIANP.+'
Owner:
I
.:`
THE WITNESS GROUP
600 ENTERPRISES DRIVE
LEWIS CENTER,OH
513.623.9430
HOME
SUITES BY HILTON
AN
CARMEL,INDIANA
PROTOTYPE VERSION-V2.2 2016
REVISION: MAY 2016
DECOR PACKAGE: TRIBECA
ISSUE
NO.
DELTA
ISSUE DATE
DESCRIPTION
2
At
2019.04.04
POST DESIGN
CLARIFICATION
1
IAO
12019.03.04
ISSUED FOR PERMIT
CURRENT ISSUE
ISSUED FOR PERMIT
CURRENT ISSUE DATE
2019.03.25
DRAWN BY
NIP
CHECIDED BY
NIL
BIBBI
PROJECTNO.
B4-134-1705
SHEET NAME
DUMPSTER/SITE
DETAILS
DRAWINGS NO.
A=001