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<br />D E 5 1 6 N
<br />2221 OLYMPIC, BLVD.,
<br />SUITE 100
<br />WALNUT GREEK, GA
<br />a45a5
<br />c125-287-1174 Tel
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<br />- ISSUED FOR GON5TRUGTION
<br />01-20-21 I550ED FOR PLAN GHEGK
<br />- ISSUED FOR PLANNING
<br />NO. DATE DESCRIPTION
<br />Q2 Oq-Il-21 REVI5ED PER PLANGHEGK GOMMENT5
<br />0
<br />0
<br />0
<br />SITE DETAILS
<br />PROJECT #: 20-6615
<br />DRAWN: JM CHECKED: MII
<br />SCALE: A5 NOTED DATE: 04-01-21
<br />SP2
<br />SHEET OF
<br />LIGHT FIXTURE COMPLETE WITH
<br />POLE $ BRACKET ASSEMBLY,
<br />SEE 5HT. SDI FOR LOCATIONS
<br />A.G. PAVING OR GONG. PAVING
<br />$ 5HT. ELI FOR LIGHT FIXTURE
<br />SPECIFICATIONS
<br />64 50. INCHES MIN. SIGN 8..
<br />�I' SIGN SHALL COMPLY W/
<br />120lq
<br />WITH ISOLATION JOINT AS OCCURS
<br />2 I/2" 2 3/4" 2 I/2"
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<br />U?
<br />GBG, SECTION IIB -103.1
<br />DARK BLUE BACKGROUND
<br />CONCRETE CURB, SEE CIVIL
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<br />-TYPICAL GONRETE SLAB
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<br />5-0"
<br />0
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<br />0���
<br />\ \
<br />1. EXPAN51ON JOINTS @ 10'-0" O.G. MAX.
<br />Q. Q. AND CONTROL JOINTS @ 10'-0" O.G. MAX.
<br />MIN. OF gSS� RELATIVE
<br />(N.T.5)
<br />GLA55 2 AGGREGATE BASE -
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<br />I I -
<br />-
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<br />COMPACTED TO MINIMUM
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<br />(WHERE OCCURS)
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<br />APPLY A "TACK GOAT" OF c15% RELATIVE COMPACTION
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<br />d
<br />I p
<br />APPLY A "TACK CONT" OF ASPHALT TO
<br />ASPHALT TO VERTICAL FACE OF DENSITY, SEE 5PEG5.
<br />ALL GURB5, GUTTERS AND 5TRUGTURE5
<br />BELOW THE PAVING SURFACE.
<br />L CONDUIT STUB -UP 14" ABOVE GONG.
<br />- FOUNDATION (TYP.) ELEC.
<br />I I CONTRACTOR TO 51ZE
<br />I I °
<br />a
<br />VERTICAL FACE OF ALL CURBS,
<br />CONDUIT
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<br />� � - - REQUIRED FOR CONTINUOUS RUNS
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<br />CONDUIT AND GROUNDING #4 WRAP AROUND
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<br />O O O O
<br />$ TOPS TO BE
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<br />TROWELED SMOOTH
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<br />GRADE SLOPE OF THE ACGE551BLE AREA.
<br />CONCRETE PAVEMENT SHALL BE 2% SLOPE
<br />NOTE: REFER TO 51TE PLAN, SHEET SDI FOR APPROX. LOCATION.
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<br />2
<br />AREA L I G H T
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<br />FILL W/ ELA5TROMERIG
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<br />gOXi RELATIVE COMPACTION
<br />\�j�\�j�\�j�\�j�\�j�\�j�\�j�\�j
<br />DRIVE SLAB
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<br />m Z 4" GLA55 2 AGGREGATE
<br />PER SOILS REPORT
<br />O
<br />BELOW GONG. FINISH (TVP.)
<br />MAX. AT BASE
<br />BASE GOMPACTED
<br />VA VA VA O MIN. q5% RELATIVE TO
<br />��%��%��%��%��%��%��%�
<br />I/4" RADIUS
<br />2 PLAN
<br />\ VA
<br />/ / / / / /
<br />APPLY A "TACK GOAT" COMPACTION
<br />I PUMP NOZZLE
<br />X
<br />TYPICAL
<br />♦I \\j\\j/�\�/\�/�0>\\>
<br />OF ASPHALT TO \\//\\/
<br />VERTICAL FACE OF ALL - Q \/\/1�
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<br />CURBS BELOW THE \\\\\� TOP SUB -GRADE TO
<br />PAYING SURFACE /\//\O
<br />MIN. OF gS:K RELATIVE
<br />NOTES:
<br />DISPENSER INSTALLATION $ H05E (TYP)
<br />SHALL COMPLY i^V SIDE REACH CARD READER
<br />REQUIREMENTS PER GBG 201q, 3
<br />�n
<br />�j N
<br />x z ED w
<br />O Q
<br />TAPERED EDGE
<br />�\ WHERE EXPOSED
<br />COMPACTION
<br />PAVEMENT SECTION 15 BASED ON GEOTEGHNIGAL EXPLORATION REPORT PREPARED
<br />SECTION IIB -308.3.1 $ 2, -
<br />5EE DTL. 20 ON SHEET A52 I 30" x 48" GLR. LEVEL
<br />X
<br />TYPICAL SECTION A -A
<br />BY ENGEO INCORPORATED, PROJECT NO.: 18214.000.001, DATED FEBRUARY q, 2021.
<br />ACCESSIBLE AREA
<br />EQ. EQ.
<br />SAID REPORT SHALL BE GON51DERED A PART OF THESE PLANS.
<br />TEK-WAY TACTILE DOMES (OR APPROVED EQUAL),
<br />6"
<br />* ALL REBAR SHALL BE GRADE 60 ASTM A65.
<br />EQ' EQ'
<br />NOTE`
<br />COLOR: "YELLOW" (OR GONTRA5TIN6 W/ ADJACENT SURFACE).
<br />OF CARD READER
<br />DETECTABLE WARNING5 SHALL BE SLIP -RESISTANT,
<br />" CONCRETE GOMPRE551VE STRENGTH 3500 P51
<br />1. CONTROL JOINT @ 10'-0" MAX. AND 5'-0" MIN. @ 51DEWALK.
<br />PER ADAAG 105 AND GBG 2018 SECTION IIB --105
<br />10
<br />CONCRETE V�ALK
<br />CONCRETE PAVING
<br />S
<br />AccE5515LE CLEAR AREA @ FUEL D15PEN5ER
<br />CONTROL JOINT DETAIL
<br />TRUNCATED DOMES
<br />N.T.S.
<br />N.T.S.
<br />1 1/2"=1'-O"
<br />N.T.S.
<br />SEAL GOAT ASPHALT PAVING
<br />ACCESSIBLE PARKING SIGN,
<br />J
<br />�L ASPHALTIC CONCRETE
<br />ADHERED TO STOREFRONT GLASS
<br />(AS NECESSARY), SEE DTL. Il ON
<br />IN 2 OR MORE LIFTS MIN.
<br />M
<br />THIS 5HT. $ ELEV. "A" ON 5HT. A2.1
<br />Q
<br />JOINT
<br />Oo o �o o �o o �o o �o o
<br />GENTERLINE OF
<br />FUNCTIONAL PART
<br />q" TYP.
<br />ACCESSIBLE PARKING WARNING
<br />STEEL PIPE
<br />1/4" RADIUS (OR H55 POST)
<br />�p�o �p�o �p�o �p�o �p�o �p
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<br />24"
<br />TOOLED JOINT ELA5TOMERIG SEALANT
<br />3/8"
<br />516N, SEE DTL. IS ON THIS 5HT.
<br />$ ELEV. "A" ON 5HT. A2.1
<br />TOOL EDGE ELA5TOMERIG SEALANT
<br />z ? �OoO�OoO�OoO�OoO�Oo
<br />�Oo0o��0000��0000��0000��0000�� COMPACTED TO MINIMUM
<br />Z q5K RELATIVE GOMPAGTION
<br />F
<br />MAXIMUM GENTERLINE -_
<br />HEIGHT OF TOP KEYS $
<br />1/2" (P x 18" OILED 1/4" RADIUS IF PLASTIC
<br />SMOOTH STEEL DOWEL INSERT 15 NOT USED
<br />Q oOQQ�ooOQQ�0- '0 ooOQQ�ooOQQ�ooO�
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<br />GARD SLOT OR ALTERNATE
<br />CONTROLS ATTACHED TO OR
<br />�
<br />@ IS O.G.
<br />5'-O" LONG x WIDTH OF RAMP, GLR. $
<br />LEVEL LANDING @ TOP AND BOTTOM
<br />QDQ1jQD(]0b6O0b6(�000��0OF
<br />WITHIN THE FUEL DISPENSER'
<br />2�
<br />3/8" PRE -MOLDED EXPANSION
<br />i i i f i O O O
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<br />i
<br />- Zu
<br />N _ o
<br />LOPE N ANY DIRECTION (TVP.)
<br />MATERIAL (FULL DEPTH
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<br />/ / / / / / / CLARIFY AND REGOMPAGT TOP
<br />Ll
<br />x
<br />20A
<br />������������� OF 5UB-6RADE TO A MIN. OFION
<br />�\�j�\�j�\�j�\�j�\�j�\�j qO% RELATIVE COMPACTION
<br />PER SOILS REPORT.
<br />SHgLL COMPLY W/ SIDEDISPENSER TREAGH
<br />BACKER ROD TMp INTERRUPT REINFORGING AT
<br />JOINT (AS APPLICABLE)
<br />8.35
<br />(STEEL POST)
<br />-
<br />REQUIREMENTS PER GBG 201q, a o o
<br />SECTION IIB -308.3.1 $ 2, O O O
<br />3/8" PRE -MOLDED
<br />MAX. SLOPE
<br />NOTES:
<br />5EE DTL. 20 ON SHEET A52
<br />X
<br />EXPANSION MATERIAL
<br />( FULL DEPTH OF CONCRETE)
<br />2" MAX.
<br />6'-0" (MIN)
<br />NU 6" R15E
<br />20B
<br />(TUBE STEEL)
<br />d
<br />�
<br />MAX. (�)
<br />-
<br />PAVEMENT SECTION 15 BASED ON 6EOTEGHNIGAL EXPLORATION REPORT PREPARED
<br />NOTE:
<br />BY ENGEO INCORPORATED, PROJECT NO.: 18214.000.001, DATED FEBRUARY q, 2021.
<br />OBSTRUCTION (
<br />1. EXPANSION JOINTS @ 15'-0" MAX.
<br />SAID REPORT SHALL BE CONSIDERED A PART OF THESE PLANS.
<br />(WHERE OCCURS)
<br />APPLY A TACK GOAT OF ASPHALT TO VERTIGLE FACE OF ALL CURBS, GUTTERS AND
<br />STRUCTURES BELOW THE PAVING SURFACE
<br />ADJACENT GRADE
<br />Q
<br />m
<br />BASE COURSE: THE MAXIMUM AGGREGATE 15 3/4" AND THE MINIMUM LIFT SHALL BE 1/2"
<br />AGGE551BLE GURB
<br />RAMP, SEE DTL. 13
<br />FINISH COURSE: THE MAXIMUM AGGREGATE 15 3/8" AND THE MINIMUM LIFT SHALL BE I I/2".
<br />-----------
<br />ON 5HT. 503 (TYP)
<br />36" MIN. TRUNGATED
<br />°NM�SSHT.(nP;
<br />GONG. WHEEL STOP, SEE
<br />ISOLATION JOINT SECTION
<br />14
<br />FLEXIBLE PAVING
<br />��
<br />DISPENSER CARP REAPER
<br />12
<br />EXPANSION JOINT DETAIL
<br />3" = T -O"
<br />N.T.S.
<br />N.T.S.
<br />1 1/2"=1'-O"
<br />NQ DTL. 3 ON THIS 5HT. (T(P)
<br />4" - b" H55 P05T OR 4"� - 6"�
<br />,, I'-5" (MIN.)
<br />dJ
<br />STEEL PIPE W/ WELDED
<br />SIGN SHALL COMPLY
<br />SEE DTL. Il -- 4 WIDE STRIPES,
<br />J�J STEEL TOP. FILL W/ GONG.,
<br />W/ IIB -502.8
<br />Unauthorized vehicles parked
<br />RESERVED
<br />5HT. 504 FOR PAINTED "BLUE" (T(P)
<br />5TRIPEC.OLOR(TYP)
<br />STEEL ISOLATION JOINT
<br />PIPE
<br />(� PAINTED: "WHITE" (TYP.),
<br />< SEE 5HT. GA2 FOR GUARD
<br />Q/
<br />O POSTS IMAGE � FUEL
<br />in designated accessible
<br />spaces not displaying
<br />I" MIN. LETTER HEIGHT distinguishing placards or
<br />10 50. INCHES MIN. 516N SIGN SHALL GOMPLY
<br />PARKING W/ IIB -502.6
<br />DARK BLUE BACKGROUND
<br />3'_0�� STRIPES ®36" O.G. (MAX),
<br />PAINTED WHITE (TVP.)
<br />= ISLANDS TVP.
<br />Z
<br />special licence plates issued z
<br />for persons with disabilities
<br />WHITE LETTERS $ BORDER will be towed away at
<br />owner's expense.
<br />P O
<br />BLUE BACKGROUND Towed vehicles may be
<br />BORDER, SYMBOL $ WORD5, <
<br />---- \.I
<br />PAINTED WHITE (TYP.) - �
<br />VAN ACCESSIBLE 2
<br />VAN ACCESSIBLE
<br />� NO
<br />_ _ WITHIN THE AGGE551BLE
<br />O PARKING STALL, PAINT
<br />PARKI N G
<br />� THE WORDS "NO PARKING"
<br />LL EXTEND FOOTING TO
<br />_T
<br />(WHERE OGGUR5)
<br />m
<br />W 5URFAGE WHEN YARD
<br />reclaimed at ----
<br />MINIMUM FIN
<br />IN 12" HIGH LETTERS
<br />i 5URFAGE 15 ASPHALT
<br />or by telephoning
<br />$250.00
<br />(MIN.) W/ "WHITE" LETTERS
<br />f't
<br />O
<br />I
<br />I5
<br />Q
<br />I I I AGGE551BILITY
<br />EQ• EQ' SYMBOL, PAINTED
<br />- YARD SURFACE
<br />I "WHITE" W/ "BLUE"
<br />q' -O" 8'-O" MIN. GBG 20RIq,U115-502.6.4.1
<br />ACCESS AISLE
<br />#3 HORIZONTAL TIES
<br />Z o z
<br />o
<br />H55
<br />IN TOP 5 OF FOOTING
<br />(Y
<br />z d
<br />Q z
<br />150LATION JOINT
<br />POST
<br />O
<br />Q _ _ _
<br />a z
<br />FINISHED GRADE OR YARD Q
<br />- ?
<br />(ZFr- <
<br />NOTES:
<br />Z
<br />Z
<br />5 Z
<br />SURFACE, SEE SITE PLAN D
<br />CONCRETE WALK,
<br />I. FOR EXACT ACCESSIBLE PARKING LOCATION, SEE SITE PLAN.
<br />�< I IS � CONCRETE FOOTING
<br />W/ MIN. (5)- #5 VERT.
<br />*\X1
<br />SEE SITE PLAN
<br />��
<br />2. PARKING STALL AND AGGE55 AISLES SHALL BE LEVEL WITH
<br />* *I
<br />-I ,'�� ��'"' BARS
<br />SURFACE SLOPE NOT EXCEEDING (2%) SLOPE IN ALL DIRECTIONS I VOR 11"i
<br />I ff #3 HORIZ. TIES AT 3"
<br />� a� _ O.G. SPN. IN UPPER 12" OF
<br />"'
<br />FOOTING W/ #3 TIES AT 6
<br />NOTE: BLANK SPACES SHALL BE FILLED IN
<br />3. LOCATE PARKING 50 THAT DISABLED PERSON 15 NOT REQUIRED TO WALK
<br />OR WHEEL BEHIND OTHER PARKED GARS TO GET TO ENTRANCE OF BUILDING.
<br />NOTE:
<br />O.G. OTHERWISE
<br />WITH APPROPRIATE INFORMATION AS A
<br />PERMANENT PART OF THE SIGN.
<br />4. PATH OF TRAVEL FROM THE ACCESSIBLE PARKING STALL TO THE
<br />FOR SECTION DETAIL SEE DETAIL 15 THIS 5HT.
<br />BUILDING ENTRANCE SHALL NOT EXCEED (2%) SLOPE IN ANY DIRECTION.
<br />20
<br />ISOLATION JOINT
<br />1
<br />OUARD POST
<br />18
<br />AccE5515LE PARKING �NARNINO 51ON
<br />1
<br />AcGESSIE3LE PARKINO SION
<br />1
<br />ACCESSIBLE PARKING STALL
<br />3" = 1'-0"
<br />3/4" = T -O'
<br />1" = 1'-0"
<br />1" = 1'-0"
<br />/16" = 1'-0'
<br />1T1
<br />V4 1"G�L6t¢GtS
<br />M I Arch itect5, Inc.
<br />A R G H I T E G T U R E
<br />P L A N N I N G
<br />MANAGEMENT
<br />D E 5 1 6 N
<br />2221 OLYMPIC, BLVD.,
<br />SUITE 100
<br />WALNUT GREEK, GA
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<br />c125-287-1174 Tel
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