HomeMy WebLinkAboutZ-4953-C Map 12BY LANDLORD CONTRACTOR
CONCRETE
BY TENANT CONTRACTOR
BY LANDLORD CONTRACTOR
BY TENANT CONTRACTOR
3000 PSI COMPRESSIVE
NO. 3 BARS TURN DOWN CURB &
BY LANDLORD CONTRACTOR BY TENANT CONTRACTOR
STRENGTH 0 28 DAYS
0 18" SIDEWALK, CONCRETE
REINFORCED
CONCRETE
O.C.E.W. W/3000 PSI COMPRESSIVE
STRENGTH 0 28 DAYS.
6"
REINFORCED2°R
2" R
SEALANT
SMOOTH TOOLED
FINISH AROUND ALL
/ EDGES, TYPICAL. ,/-1/2' CONTROL JOINT
PAVEMENT. SEALANT - -
SEALANT
REINFORCED PAVEMENT 3"
i� CONCRETE W/ 3000 I 5'-0" TYPICAL
CONCRETE Y PSI COMPRESSIVE BROOM FINISH CONCRETE
3 " PAVEMENT 2"R SURFACE AREA INSIDE OF
SEALANT a STRENGTH ®28 DAYS. TOOLED EDGE TO CREATE
e PICTURE FRAME EFFECT
CONCRETE W/ 3000 N0, 3 BARS
PSI COMPRESSIVE ✓ '
G' 6" NO. 3 BARS i r
3., STRENGTH 0 28 DAYS. t NO. 3 BAR CONCRETE W,/ 3000
N0. 3 BARS ® 18" O.C.
PSI COMPRESSIVE NO. 3 BARS
N0. 3 BAR NO. 3 BARS �_
N0. 3 BARS 0 18" O.G. E.W. STRENGTH 0 28 DAYS � O.C�E.W. I SFOREE PDIMENSIONAVING N
NO. 3 BAR COMPACTED SUBGRADE--I2 I— NO. 3 BARS 0 18" O.C. PER PAVING GENERAL NOTES
` ..Yf..
0.3 STAND --UP CURB & PAVEMENT f ......, ...:.._:.':...:. ' :.:-
O.1 TURN -DOWN CURB 0.2 STAND-UP CURB N.T.S./2' CONTROL JOINT
.T.s. CONTROL JOINT SECTION
N.T.S.
N.T.S.
0.4 TYPICAL CONCRETE SIDEWALK DETAIL
N.T.S.
GENERAL NOTES FOR DETECTABLE WARNINGS:
1. CURB RAMPS MUST CONTAIN A DETECTABLE NO. 3 REBAR AROUND PAVER INSET
WARNING SURFACE THAT CONSISTS OF EXPANSION JOINT DETECTABLE WARNING PAVER WITH
RAISED TRUNCATED DOMES COMPLYING WITH AS REQUIRED TRUNCATED DOME SURFACE
SECTION 4.29 OF THE ADA ACCESSIBUTY FLARE t" MORTAR BED
GUIDELINES (ADAAG). THE SURFACE MUST SIDE SIDE)
CONTRAST VISUALLY WITH ADJOINING (TYPICONTROL JOINT PERMISSIBLE
4'-D' 6'-0, SURFACES, INCLUDING SIDE FLARES.
3/4" PREMOLDED EXPANSION PROVIDE COLOR CHART FOR COLOR
JOINT FILLER W/ SEALANT +6" +6" DETECTABLE WARNING PAVER SELECTION.
SLOPE 7:12 MAX WITH TRUNCATED DOME NO. 3 REBAR AT MIN. 4"
BUILDING SURFACE 2. DETECTABLE WARNING SURFACES MUST BE E. SECTION A -A
CONCRETE SIDEWALK -..� {._ t/2" EXPAN. JOINT ACCSLIP RESISTANT AND NOT ALLOW WATER TO iB" {MAX.) O.C.B.W. CONCRETE (3,000 PSI)
FILLER (REDWOOD) N.T.S.
.. ,� SIDE FLARE 'i, i i_-ML-� W/ SEAN 3. ALIGN TRUNCATED DOMES IN THE DIRECTION
b H OF PEDESTRIAN TRAVEL WHEN ENTERING THE
" ;0 4M1 M I E.J. THROUGH CURB STREET. SIDEWALK e MAX. BORDER ON ALL
" ° SLOPE �} ' SLOPE SIDE TO FRAME PAVER
4. FURNISH DETECTABLE WARNING PAVER UNITS INSERTS.
1'12 MAX MEETING ALL REQUIREMENTS OF ASTM
r-936, C-33. LAY IN A TWO BY TWO UNIT
6" GONG. CURB BASKET WEAVE PATTERN OR AS DIRECTED, DETECTABLE WARNING
+0" +0'• LAY FULL-SIZE UNITS FIRST FOLLOWED BY PAVER WITH TRUNCATED
CLOSURE UNITS CONSISTING OF AT LEAST DOME SURFACE
25 PERCENT OF A FULL UNIT. CUT A A
DETECTABLE WARNING PAVER UNITS USING A
0.7 ACCESSIBLE RAMP (BFR) 5. POWER SAW.
CONTRACTOR TO VERIFY RAMPS MEET LOCAL
0.5 ISOLATION JOINT AT BUILDING N.T.S. REQUIREMENTS.
FACE OF CURB
TRUNCATED DOME PATTERN CURB RAMP
N.T.S. N.T.S.
0.6 NOT USED 0.8 ACCESSIBLE RAMP DETECTABLE WARNINGS
N.T.S.
N.T.S.
-0 1,-O.,
��VAN
ACCESSIBLE
VAN SPACE SIGN TAMPER -PROOF BOLTS, TfP.
(WHERE NOTED N
ON PAVING PLAN)
SIGN COLORS
SIGN COLORS a
BORDER
BLUE
2' BLACK LETTERS BACKGROUND = WHITE
BE
WHITE BACKGROUND
z m NOTE:
io PROVIDE SIGNAGE BACK
'm CROWN FOOTING TO BACK AT LOCATIONS
WITH ACCESSIBLE SPACES
2"4 GALV. STL PIPE, EXTEND SIDEWALK ON BOTH SIDES.
INTO CONC. PAINT BLACK
44,
e.° NOTE•
1/2" PREMOLDED EXPANSION z REFER TO PAVING
JOINT FILLER W/ SEALANT - g PLAN FOR LOCATION
T I' TO INSTALL SIGN
CAST -IN-PLACE
CONCRETE
FOOTING
(3000 P.S.I.)
1'D1A. NOTES:
6x10" LONG BARS (MIN.) 1. SIGN AND INSTALLATION TO BE IN ACCORDANCE W/ ALL ADA,
EACH WAY THRU PIPE STATE AND CITY CODES. CONTRACTOR SHALL VERIFY
COMPLIANCE W/ ALL CODES BEFORE FABRICATION.
2. INSTALL SIGN 2' BEHIND CURB AND AT CENTERLINE OF
ACCESSIBLE PARKING SPACE.
0,9 ACCESSIBLE PARKING SIGN
N.T.S.
DAIF
t
eR� SITE DETAILS
o�►�s PT
�49R` AS AT&T — 300 S. UNIVERSITY AVENUE
REGISTERED e LOT 1, PARK AVENUE ADDITION
a PROFESSIONAL
ENGINEER e' THE CITY OF LITTLE ROCK, ARKANSAS
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'?2/F�°B14575
� L Lawrence A. Cates & Associates, LLP 14800Daflas,'FemsT5254e��
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Consulting Engineers *Dallas Ofice:972-A5-2272 Fax: 9
72-9R-1627
, A TBPC F-3751
LLCA
DRAWN DATE SCALE NOTES FILE NO.
LCA 4/08/11 N.T.S. X.X. S 5 DET C4