|
0
<br />rn
<br />a;
<br />I
<br />N
<br />N
<br />O
<br />N
<br />0
<br />0
<br />E
<br />a�
<br />0 0
<br />3
<br />tor -i
<br />0
<br />cn
<br />I
<br />to
<br />I
<br />0
<br />N
<br />c
<br />E
<br />a�
<br />/
<br />Cr
<br />3
<br />0
<br />a
<br />U
<br />O
<br />L2
<br />cD
<br />I
<br />0
<br />N
<br />U
<br />N
<br />O
<br />I
<br />Gi
<br />1T1
<br />V4 9"G�LIteGtS
<br />M I Arch itect5, Inc.
<br />A R G H I T E G T U R E
<br />PLANN I N&
<br />MANAGEMENT
<br />D E S 1 6 N
<br />2221 OLYMPIG BLVD.,
<br />SUITE 100
<br />WALNUT GREEK, GA
<br />g45g5
<br />g25-287-1174 Tel
<br />g25 -g43-1581 Fax
<br />g25 -878-g875 Cell
<br />muthanagmiarchitect.Com
<br />WWW.miarchitect.COm
<br />Z
<br />V
<br />lfl H Q
<br />V=�
<br />H�
<br />SLUR
<br />Q~CLN
<br />- IL -
<br />�O�
<br />V
<br />SRH
<br />LU n S
<br />]
<br />S<
<br />H
<br />�Z4
<br />z<Lu�
<br />Qw�
<br />z LL
<br />r QZ
<br />OWN
<br />O
<br />LuLO
<br />Lu Lu
<br />to Qz
<br />tz ZQ�
<br />O 00D
<br />OLQ
<br />LL
<br />W
<br />WOLuLL XN
<br />0.
<br />�Ow
<br />�W�
<br />uL
<br />zLu�'S)
<br />Op��
<br />O I �pz
<br />WLLu1
<br />1
<br />�O
<br />azo
<br />r z�W
<br />ua m °o-
<br />V� WILY
<br />O
<br />N N o
<br />zz
<br />tu x OON
<br /><<p
<br />vv
<br />O � IL 11-
<br />�
<br />�2NNQ
<br />oo-1
<br />} QQ�
<br />NTLI
<br />Y ^, ui
<br />``� L <<Lu
<br />Roti/��` -_
<br />C-29627 =
<br />6/30/2023
<br />RENEWAL
<br />DATE
<br />- ISSUED FOR GON5TRUGTION
<br />01-20-21 ISSUED FOR PLAN GHEGK
<br />- ISSUED FOR PLANNING
<br />NO. DATE DE5GRIPTION
<br />0
<br />0
<br />0
<br />0
<br />SITE DETAILS
<br />PROJECT #: 20-66 15
<br />DRAWN: JM CHECKED: MII
<br />SCALE: A5 NOTED DATE: 04-01-21
<br />BPS
<br />SHEET OF
<br />2'-O"
<br />loe
<br />EXTERIOR WALLDRAIN,
<br />SEE PLUMBING DW65.,
<br />SPLIT -FACE MASONRY ON CONNECT TO SANITARY
<br />18G
<br />EXTERIOR (PAINTED TO SEWER LINE W/ TRAP
<br />-
<br />LINE OF GONG.
<br />MATCH BLDG) 4 SMOOTH PRIMER, SEE GIVIL DW65.
<br />LANDSGAPE CURB,
<br />DOWNSPOUT
<br />FACE MASONRY ON INTERIOR
<br />(PAINTED LIGHT COLOR
<br />\ SEE SHT. SDI
<br />LINE MASONRY
<br />_
<br />PREFABRICATED
<br />EPDXY ON THE INTERIOR)
<br />, BELOW (TYP)
<br />WALL,
<br />STEEL TUBING
<br />BIKE RAGK
<br />O
<br />2" x 3" C75M DOWNSPOUT,
<br />/T
<br />m
<br />RUN DOWN FACE OF WALL
<br />4 DAYLIGHT TO GONG.
<br />b" CONCRETE SLAB
<br />GUTTER, SLOPE TO
<br />PAINTED TO
<br />8005162-54 FRAMING
<br />SPLASH BLOCK
<br />_
<br />SPLASH BLOCK, SEE
<br />I
<br />_ _ _ _ _ _ _ _ _ _ _ _ _ _DRAIN,
<br />I
<br />W/ #4 ®O.G., EACH
<br />WAY ® SLAB MID -HEIGHT,
<br />MATCH BUILDING
<br />® 24" O.G. (TMP.)
<br />YARD PAVING,
<br />DTL. 4 ON 5HT. 503
<br />I
<br />ON COMPACTED EARTH
<br />SEE 5HT. SDI
<br />GRADE PROFILE
<br />I
<br />1
<br />1
<br />I
<br />BASE. SLOPE SLAB
<br />118)"/ FT. TOWARD DRAIN
<br />8B
<br />SLOPE
<br />(TYP)
<br />I (
<br />8"� CONCRETE
<br />I
<br />I L- -------
<br />- -
<br />(TYP.
<br />- ) =
<br />6UTTEOR DRAIN,
<br />CONNED T "
<br />=
<br />i
<br />\\\ \
<br />/ / /
<br />\ ° \:
<br />FOOTING
<br />/\ \ \ \ \ \ \
<br />4" x b" x 3/16" H55 I
<br />POST, PAINTED
<br />(TYP. OF 2)
<br />I
<br />�Lu
<br />p
<br />INTERIOR CONCRETE
<br />65M DOWN5POUT (BELOW)
<br />@ PERIMETER)
<br />_
<br />-
<br />\\\
<br />/ u
<br />IN GROUND GALV.
<br />THROUGH BOLT
<br />\\ \\ \\ \\ \\
<br />I
<br />dJ
<br />\
<br />-��
<br />AD AGENT TO H GMU I WALL
<br />(TMP. H55 18A - -
<br />- - -
<br />POST) _
<br />HOSE BIBB, SEE
<br />CNP. 18B
<br />H55 POST) _
<br />NOTE: IN GROUND ANCHOR MOUNT
<br />PLUMBING DWGS.
<br />STAINLESS STEEL,
<br />SATIN FINISH
<br />3" x 3" x 3/16" H55 POST,
<br />_
<br />OR APPROVED EQUAL
<br />PRINTED (TYP. OF b) -
<br />SOLID METAL GATES,
<br />_� �
<br />1 24
<br />GLR
<br />2" x 6" x 3/16" H55
<br />POST, PAINTED
<br />(TMP. OF 2)
<br />NOTES
<br />I. ALL GONG. BLOCK MORTAR JOINTS
<br />LINE OF METAL
<br />ROOF (ABOVE)
<br />BIKE RACK
<br />DOYNNSPOUT TO 5PLASH E3LOGK
<br />3/4" = 1'-O'
<br />1 1/2"=1'-O'
<br />VAGUUM
<br />EQUIPMENT (TYP.)
<br />RECYGLE BIN (TYP)
<br />COLUMN
<br />DISPENSER
<br />4
<br />PAINTED (TMP)
<br />8A
<br />0 w
<br />1
<br />36" WIDE LOCKABLE -
<br />SHALL BE FLUSH 4 SMOOTH AT
<br />INSIDE FACE.
<br />2. SEE SITE PLAN FOR LOCATION OF
<br />LINE OF GONG. LAN05GAPE
<br />4" H55 GUARD POST,
<br />3' 6"
<br />_
<br />DOOR W/ LEVER
<br />TRASH ENCLOSURE.
<br />TRASH BIN (TYP)
<br />SEE DTL. H ON 5HT.
<br />I
<br />CURB, SEE SHT. SDI (TYP)
<br />HARDWARE 8 A MAX.
<br />3. THE TRASH ENGL05URE PAD SHALL
<br />5D2 (TYP. OF 2)
<br />b"m STEEL PIPE GUARD
<br />EQ. EQ.
<br />OPENING FORGE OF
<br />BE SEALED WITH A "NON -PIGMENTED"
<br />TOP OF RAISED
<br />POST, SEE DTL. H
<br />I' 4"11
<br />8'-0" M.O. 1'-4"
<br />3'-4" M.O. 1'-4"
<br />5 LB. IN THE OPEN
<br />CLEAR CONCRETE SEALER.
<br />GONG. PAD
<br />ON SHT. 5D2 (TYP.)
<br />P051TION AS APPROVED
<br />4. THE TRASH ENGL05URE WALLS 8
<br />FLOOR SHALL HAVE FINISHES THAT
<br />15'-4"
<br />BY THE BLDG. DEPT.
<br />.-o
<br />F ^XX' �,
<br />-
<br />w
<br />w
<br />SEE DTL. 17 ON
<br />ARE SMOOTH, NON-ABSORBENT,
<br />DURABLE, EASILY GLEANABLE AND
<br />YARD SURFACE,
<br />o Q O w
<br />Q z
<br />z
<br />5HT. A4.1 (PAINTED)
<br />RE515TANT TO DEGRADATION BY
<br />SEE SHT. SDI
<br />co (O� Q
<br />=
<br />x �
<br />M015TURE AND
<br />m o s
<br />TRASH VALET (TYP)
<br />Q O L
<br />N O fPT 1--I
<br />BINC
<br />5. METAL DECK SHALLEHR-36COMP�ND5.
<br />GONG. APRON
<br />MANUF. BY AEP SPAN.
<br />b. THE INTERIOR OF THE TRASH
<br />SEE CIVIL DW65.
<br />ENGL05URE SHALL BE GLEANED
<br />EQUIPMENT INSTALLATION
<br />SHALL COMPLY W/ 51DE
<br />_ ELEVATION
<br />MAX. SIDE
<br />FUEL DISPENSER,
<br />E
<br />J
<br />1
<br />E
<br />J
<br />PLAN
<br />(DAILY) OF DEBRIS a PRESSURE
<br />WASHED (MONTHLY).
<br />ROOF FRAM INO PLAN
<br />REACH REQUIREMENTS, PER
<br />IAPPROAGH=�4;]
<br />SEE DTL. 8 b 13
<br />7. METAL GATES (DOORS) OF THE
<br />GBG 201q IIB -308.3.1 8 2,
<br />SEE DTL 20 ON SHT.A5.2
<br />3" 10"
<br />ON SHT. 502 (TYP)
<br />I -4
<br />15'-4"
<br />81-011 M.O. ' -W
<br />,- -4"
<br />3'-4" M.O.
<br />TRASH ENGL05URE SHALL BE
<br />COATED WITH RUST -INHIBITIVE PAINT.
<br />( MAX
<br />el
<br />N•LF.)
<br />el'
<br />N•LF)
<br />(TYP)
<br />1/2"
<br />TYP
<br />m
<br />CANOPY COLUMN 6
<br />COLUMN COVER, SEE
<br />4� 3'-6
<br />3/4" 3'-6 3/4" 4��
<br />METAL ROOF, PAINTED
<br />4" HSS GUARD POST,
<br />DTL. 14 ON THI5 5HT., TYP.
<br />(COLUMN BY OTHERS, N.I.G.)
<br />p ^'
<br />'
<br />65M GUTTER 4
<br />DOWN5POUT, PAINTED
<br />SLOPE ROOF
<br />TO MATCH BUILDING
<br />SEE DTL. H ON 5HT.
<br />`'
<br />TO MATCH BLDG. (TYP)
<br />1/4" / FT.
<br />502 (TYP. OF 2)
<br />15A
<br />m
<br />�
<br />E LATCH,
<br />EXPANSION JOINT, SEE
<br />"'
<br />4" x b" H55, PAINTED TO
<br />SEE PTL. 2 ON THI5
<br />DTL. 12 ON SHT. 502 (TYP.)
<br />NORTH
<br />I
<br />lO�t
<br />MATCH BUILDIN6 (TYP. OF 2)
<br />:.
<br />5HT. (TYP. OF 2)
<br />10
<br />F
<br />NOTES:
<br />(TYP.) 17
<br />2" x 6" HSS,
<br />PAINTED TO MATCH
<br />z
<br />SPLIT -PAGE MASONRY
<br />SD2
<br />SEE STEEL
<br />FABRICATION
<br />BUILDING (TYP. OF 2)
<br />-
<br />(PAINTED TO MATCH BLDG)
<br />p
<br />TRASH BIN
<br />REPRESENTS DRAWIN65
<br />FOR COLUMN
<br />SIZE
<br />SPLIT -PAGE MASONRY (GATFa (GATE)
<br />(GATE)
<br />O
<br />LEVEL AREA (BY OTHERS,
<br />N.I.G.)
<br />(PAINTED TO MATCH BLO6.)
<br />SOLID METAL
<br />DAYLIGHT DOWNSPOUT
<br />(TMP. OF 2) -
<br />DOOR5, PAINTED TO
<br />ER TO GONG.
<br />C� C� Q
<br />I../PEN../I �LOc PLN
<br />RAISED GONG. PAD
<br />JUNCTION
<br />DAYLIGHT DOWNSPOUT
<br />MATCH BUILDING (TYP.)
<br />SPLASH BLOCK SEE
<br />DTL. 4 ON THI5 5HT.
<br />BOX (TMP.)
<br />IN PLANTER TO GONG.
<br />1/4" = 1'-O"
<br />SPLASH BLOCK, SEE
<br />15A
<br />SIM
<br />DTL. 4 ON THI5 SHT.
<br />L
<br />10" SMOOTH
<br />VACUUM
<br />EQUIPMENT
<br />THI5 CANE BOLT 15 TO HOLD THE I I
<br />DOOR OPEN ONLY, W/ 5 L55. (MAX, I
<br />BOTTOM OFKIGKPLATE
<br />(TYP. OF 2) m
<br />FORGE TO OPERATE (NP. OF 3)
<br />I
<br />IuI
<br />DOOR (TYP.) m
<br />HOSE HANGER 8
<br />CANOPY COLUMN 8
<br />u
<br />L J
<br />GOIN BOX (TYP)
<br />COLUMN COVER (TYP)
<br />18"4) GONGRETE PIER W/ -
<br />4- #4 VERTICAL (TYP) A-
<br />NORTH ELEVATION
<br />8- EAST ELEVATION
<br />loll
<br />RECYCLE BIN
<br />I I
<br />I �l O RT 1"t
<br />MAX.
<br />(TYP.)
<br />(TYP. OF 2)
<br />CANOPY DOWN5POUT IN
<br />4'-O"
<br />I COLUMN (BY OTHERS, N.I .G.)
<br />H
<br />8
<br />TRASH ENCLOSURE
<br />PLAN ELEVATIONS
<br />ANCHOR BOLTS FOR
<br />5EGURIN6 EQUIP TO GONG.
<br />ISOLATION JOINT AROUND
<br />1/4" = 1'-0"
<br />FLAN
<br />SLAB SHALL NOT BE LE55 THAN
<br />I I I COLUMN, SEE DTL. 15 ON 5HT. 502
<br />�
<br />4" FROM E06E OF SLAB (T(P)
<br />EXPANSION JOINT, SEE
<br />DTL. 12 ON SHT. 5D2
<br />GONG. DRIVE SLAB
<br />I I
<br />GONG. WALK (TYP)
<br />6-0" (MN)
<br />3/4"m x 2" PIPE
<br />SLEEVE WELD
<br />TO 3X3 FRAME
<br />311 I/2„ 3„
<br />b" x b" x
<br />1/4" PLATE
<br />#8 GALV. 5GREW W/
<br />NEOPRENE HASHER
<br />® 12" O.G. MAX.
<br />METAL ROOF 5Y5TEM,
<br />15
<br />VACUUM EQUIPMENT
<br />1/4" = 1'-0"
<br />° ANCHOR BOLTS PER STEEL
<br />I/2"
<br />INSTALLED PER MANUF.
<br />FABRICATOR DRAWIN65
<br />AGGE551BLE
<br />i
<br />RECOMMENDATIONS
<br />AIR -WATER REEL UNIT
<br />W/ STEEL BRAID HOSE,
<br />TOP OF RAISED/\//
<br />/\\/\\ oogO \\/\ j (BY OTHERS, N.I.G.)
<br />/ \
<br />RAMP (TYP)
<br />- o
<br />AIR CHUGK/6UA6E
<br />GONG. PAD
<br />O
<br />/\\ \ 0 GRAVEL
<br />//
<br />N �-
<br />65M
<br />CONTINUOUS
<br />FLASHING W/
<br />CLEAT A5
<br />_ _ _
<br />- °
<br />- - a - -
<br />S WATER H05E
<br />�\
<br />- - - - -
<br />RECYCLING BIN
<br />j\ ° °a <, ° a j\\j
<br />_ . - - - -
<br />ti -.
<br />NEEDED, PAINTED
<br />(TYP)
<br />18 6A. BLOCKING
<br />4" H55 GUARD POST,
<br />° ° ° a° /\ CANOPY ROOF LEADER.
<br />- - -
<br />3/4" DIAM. STL. BAR
<br />#12 TEKS (TYP)
<br />MOT 5HOWN)
<br />SEE DTL. Iq . 5HT.
<br />SD2 (TMP. OF 2)
<br />p p
<br />P PN6 SEE LIVCONNECT TO OR DRAIN
<br />� � ° L
<br />Z
<br />'
<br />+
<br />W/ 4" LONG HANDLE
<br />WELDED TO BAR
<br />5 I/2 x 5 I/2 x 3/16 _ _
<br />GALV. 8005162-54
<br />®24" O.G. (PAINTED)
<br />TRASH GAN W/ WINDOW
<br />YARD SURFACE,
<br />SEE 5HT. 501
<br />a
<br />,
<br />EXPAN51ON JOINT, SEE
<br />DTL. 12 ON 5HT. SD2 (NP.)
<br />FINISH
<br />FACE OF MTL. DOOR
<br />H55, PAINTED
<br />(TYP)
<br />WASHING SQUEEGEE
<br />8 PAPER TOWELS
<br />COLUMN FOOTING PER STEEL
<br />Q FABRICATOR DRAWIN65
<br />GRADE
<br />FRAME OR GATE P05T
<br />+b -8 (MIN.)
<br />H55 STUB P05T, PER
<br />PLAN (PAINTED)
<br />VA (BY OTHERS, N.I.G.)
<br />#3 @ IS" O.G., CENTER
<br />GEMENT PLASTER
<br />"J" MOLDING (TYP)
<br />2- #4 ®TOP
<br />IN SLAB (TMP.)11
<br />EQUIPMENT INSTALLATION
<br />ELEVATION
<br />#5 VERT. CENTERED ®Ib" O.G.
<br />CRETE
<br />BUMPER ALO�N INTERIOR
<br />SHALL COMPLY W/ 51DE
<br />REACH REQUIREMENTS, PER
<br />MAX. SIDE
<br />APPROAGH = 48"
<br />1
<br />GANOPY COLUMN SECTION
<br />1 ACCESSIBLE CURS RAMP
<br />SECTION
<br />12 OTE
<br />LTGH/e"
<br />SMOOTH FINISH •
<br />GEMENT PLASTER
<br />PERIMETER WALL, TYP.
<br />GBG 201q IIB -308.3.1 $ 2,
<br />1/2" = 1'-0"
<br />1 1/2"=1'-O"
<br />ON MTL LATH (TYP.)
<br />DOWEL #3 ®12' O.G. NP.
<br />1/2" = 1'-O"
<br />SEE DTL 20 ON 5HT.A5.2
<br />#3 HOR.
<br />N
<br />6-0"
<br />ANCHOR BOLTS FOR 5EGURIN6 EQUIP
<br />TO GONG. SLAB SHALL NOT BE LE55
<br />3/16" YY PLATE
<br />PROVIDE %(," GAP
<br />PLATE
<br />z
<br />MOOTH 5URFA E ON
<br />INTERIOR 3 EXTERIOR
<br />CONCRETE 5LAB W/
<br />#3 ® 12" O.G. EACH WAY
<br />5-O" EQ.
<br />THAN 4" FROM EDGE OF SLAB (NP.)
<br />ry
<br />®POST
<br />N
<br />(50LID GROUTED)
<br />®SLAB MIDHEIGHT
<br />10
<br />(TMP.
<br />IN GOLD HEATHER CLIMATES
<br />FABRICATE AND INSTALL MTL.
<br />_
<br />u20A
<br />TYP.
<br />(2) #4 VERT. REBAR
<br />H i
<br />Z 1z
<br />(OR
<br />#4 HORIZ. AT 24" O.G.
<br />CL Lu
<br />Q v
<br />#4 DOWEL ® IS" O.G.
<br />12 L
<br />_
<br />4" MIN. BASEPLATE COVERS. PAINT
<br />p
<br />H55 POST,
<br />6 x 4 x 3/I6 H55 P05T W/ 5/8"� x 6" LONG
<br />CONCRETE APRON AREA ;
<br />LANDSCAPE AREA
<br />p
<br />CENTER VERT. LEG IN WALL
<br />10" MAX. DARK GRAY. INSTALL AIR/
<br />PER PLAN _
<br />HEADED STUDS WELDED
<br />TO P05T ®
<br />(WHERE OGGUR5)
<br />m
<br />WATER PIPING BELOW FREEZE
<br />`p 2"
<br />- - -
<br />2'-0" O.G. (3 REQ'D EA. POST)
<br />4- %"(P x 14" LINE. INSTALL AN ISOLATION
<br />TYP•
<br />-
<br />°
<br />4
<br />LONG ANCHOR BLOCK d BLEED VALVE.
<br />H55, PER PLAN
<br />a
<br />Ig
<br />10
<br />BOLTS (TYP. EA. INSULATE R15ER PIPING 8 VALVE
<br />TMP
<br />4
<br />4 H55 GUARD POST,
<br />_
<br />SD2
<br />BASE PLATE)
<br />s
<br />LINE OF /e, ANCHOR,
<br />I/I6 2 ®6"
<br />SEE DTL. Iq ON 5HT.
<br />MASONRY 8" EMBEDMENT
<br />o -
<br />502 (TYP. OF 2)
<br />INSTALL BALL VALVE
<br />WALL (BELOW) 4" (2 TOTAL)
<br />20 6A. METAL PANEL (PAINTED)
<br />\\ a a
<br />TRASH
<br />B 1 N m o
<br />YARD PAVING, ON WATER LINES
<br />SEE 5HT. 501
<br />A
<br />E33-
<br />#4 CONT.
<br />a
<br />VA a. a
<br />a �
<br />�
<br />�
<br />O
<br />�
<br />\% �
<br />\
<br />RECYCLING BIN
<br />AIR/WATER EQUIP. BASE
<br />ilk
<br />�I ' 1 4- #4 EACH WAY
<br />a .
<br />\ a a
<br />\ a
<br />/
<br />.
<br />a
<br />�// GLA55 2 AGGREGATE BASE
<br />COMPACTED TO MINIMUM 4S%
<br />/
<br />" WATER LINE
<br />I
<br />PLATE, ANCHOR TO GONG. -
<br />, TOP S BOTTOM
<br />8° TYP
<br />\/ \/�/�/�
<br />\ RELATIVE GOMPAGTION
<br />W/ GHEGK VALVE,
<br />PAD A5 REQUIRED BY Q
<br />3/Ib"
<br />XY PLATE
<br />- Q; IL
<br />c� d
<br />/� /�/�/�/�//�/
<br />/ DENSITY SEE 5PACT
<br />SEE CIVIL DW65.
<br />EQUIP. MANUFACTURER
<br />\\j\\j\\j\\j\\ \,
<br />LINE OF CEMENTPLASTER
<br />U
<br />/' /\/\ /\ /\ /
<br />\ \/
<br />CLARIFY AND REGOMPAGTTOP
<br />//i`// /r`//
<br />\% OF 5UB-GRADE TO A MIN. OF
<br />GHRISTY F=LG/F=LGD
<br />RAISED GONG. �p
<br />N15H (TYP.)
<br />qO:K RELATIVE COMPACTION
<br />WATER VALVE 8
<br />PAD !
<br />-
<br />5/g"V ANCHOR,
<br />IS" (P CONCRETE
<br />PER 5011-5 REPORT.
<br />AGGESS DOVER
<br />PEA GRAVEL BACKFILL
<br />�Y
<br />5" EMBEDMENT
<br />PIER, BELOW (TYP)
<br />CENTERED #5 DOWEL
<br />ELEG. CONDUIT,
<br />SEE 5HT. ESI
<br />(2) #3 TIES ® TOP 3" APART
<br />SET IN EPDXY
<br />(2 TOTAL)
<br />3 x 3 x 13 6A.
<br />3'-6" (N.T.5)
<br />I6" O.G. ®EA. VERT. BAR
<br />ALTERNATE BEN05 IN FOOTING
<br />N O RT; -I
<br />2"
<br />rn,
<br />GATE FRAME
<br />EQ. EQ.
<br />NOTES:
<br />GONGRETE APRON d
<br />ANCHOR BOLTS FOR
<br />5EGURIN6 EQUIP TO
<br />LONG. SLAG SHALL NOT
<br />1. ELECTRICAL CIRCUIT AND A/W LINES BY GENERAL CONTRACTOR, IF REQUIRED.
<br />2. PROVIDE BAGKFLOW PREVENTER (ADJACENT TO DRAIN) APPROVED BY LOCAL
<br />H55 POST,
<br />PER PLAN
<br />LINE OF
<br />MASONRY
<br />WALL (BELOW)
<br />3/8" 0 ROD
<br />JOINT FILLER (WHERE
<br />OCGUR5), 5EE SHEET 5DI
<br />PLAN
<br />BE LE55 THAN 4" FROM
<br />6OVERNIN6 A6ENCY. LOCATE BAGKFLOW PREVENTER IN AREA NOT READILY
<br />C
<br />EDGE OF SLAB (TYP)
<br />VISIBLE TO THE PUBLIC.
<br />-
<br />20
<br />AIR/PATER
<br />EQUIPMENT
<br />1 ci
<br />AIR/kNATER PAIS SECTION
<br />1 a
<br />TRASH ENCLOSURE FRAM IN0
<br />OATE
<br />@ S II7E ^ALL
<br />1 �
<br />TRASH
<br />ENCLOSURE WALL
<br />SECTION
<br />1/4" = 1'-0"
<br />3/8" = 1-0'
<br />1" = 1'-O"
<br />3/4" = 1'-O'
<br />1" = 1'-O"
<br />1T1
<br />V4 9"G�LIteGtS
<br />M I Arch itect5, Inc.
<br />A R G H I T E G T U R E
<br />PLANN I N&
<br />MANAGEMENT
<br />D E S 1 6 N
<br />2221 OLYMPIG BLVD.,
<br />SUITE 100
<br />WALNUT GREEK, GA
<br />g45g5
<br />g25-287-1174 Tel
<br />g25 -g43-1581 Fax
<br />g25 -878-g875 Cell
<br />muthanagmiarchitect.Com
<br />WWW.miarchitect.COm
<br />Z
<br />V
<br />lfl H Q
<br />V=�
<br />H�
<br />SLUR
<br />Q~CLN
<br />- IL -
<br />�O�
<br />V
<br />SRH
<br />LU n S
<br />]
<br />S<
<br />H
<br />�Z4
<br />z<Lu�
<br />Qw�
<br />z LL
<br />r QZ
<br />OWN
<br />O
<br />LuLO
<br />Lu Lu
<br />to Qz
<br />tz ZQ�
<br />O 00D
<br />OLQ
<br />LL
<br />W
<br />WOLuLL XN
<br />0.
<br />�Ow
<br />�W�
<br />uL
<br />zLu�'S)
<br />Op��
<br />O I �pz
<br />WLLu1
<br />1
<br />�O
<br />azo
<br />r z�W
<br />ua m °o-
<br />V� WILY
<br />O
<br />N N o
<br />zz
<br />tu x OON
<br /><<p
<br />vv
<br />O � IL 11-
<br />�
<br />�2NNQ
<br />oo-1
<br />} QQ�
<br />NTLI
<br />Y ^, ui
<br />``� L <<Lu
<br />Roti/��` -_
<br />C-29627 =
<br />6/30/2023
<br />RENEWAL
<br />DATE
<br />- ISSUED FOR GON5TRUGTION
<br />01-20-21 ISSUED FOR PLAN GHEGK
<br />- ISSUED FOR PLANNING
<br />NO. DATE DE5GRIPTION
<br />0
<br />0
<br />0
<br />0
<br />SITE DETAILS
<br />PROJECT #: 20-66 15
<br />DRAWN: JM CHECKED: MII
<br />SCALE: A5 NOTED DATE: 04-01-21
<br />BPS
<br />SHEET OF
<br />
|