HomeMy WebLinkAboutZ-4953-C Map 30BY LANDLORD CONTRACTOR 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
REINFORCED Cab 18" SIDEWALK. CONCRETE
CONCRETE O.C.E.W. W/3000 PSI COMPRESSIVE
PAVEMENT. STRENGTH 0 28 DAYS. � 2"R �
REINFORCED
SEALANT 2"R SEALANT SEALANT a
SMOOTH TOOLED
FINISH AROUND ALL
/ EDGES, TYPICAL. /-1/2' CONTROL JOINT
— REINFORCED CONCRETENISH CONCRETE
- -
a c CONCRETE PAVEMENT 3"
1A PAVEMENT 2"R \ 0VNO
E W/ 3000
SEALANT -\ PRESSIVE SUR�ACE (AREA NSIDE OF5'-0" TYPICAL
H @ 28 DAYS.G RCONCRETE W/ 3000TOOLED ED E TO C TATE
PSI COMPRESSIVE f` ;RS"N0. 3 BARS 3 STRENGTH ® 28 DAYS. ` ` Y CONCRETE W/ 3000
N0, 3 BAR -/NO. 3 BARS ® 18" 0 C PSI COMPRESSIVE NO. 3 BARS
NO, 3 BARS STRENGTH @ 28 DAYS @ 18" , I SEE PAVING PLAN
NO. 3 BARS @ 18' O.C.E.W. FOR DIMENSION
N0. 3 BAR COMPACTED AL NOTESGRADE_/ N -I2 �--
N0. 3 BARS @ 18" O C PER PAVING GENERAL NOTES
0.1 TURN -DOWN CURB 0.2 STAND --UP CURB 0.3 STAND-UP CURB PAVEMENT `1/2" CONTROL JOINT
N.T.S.
N.T.S.
N.T.S. CONTROL JOINT SECTION
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 ACCESSIBLIN SIDE FLARE 1" MORTAR BED
GUIDELINES (ADAAG). THE SURFACE MUST SIDE(TYP)
CONTRAST VISUALLY WITH ADJOINING CONTROL JOINT PERMISSIBLE
3/4" PREMOLDED EXPANSION 4'-O' 6'-0' SURFACES, INCLUDING SIDE FLARES.
LANT PROVIDE
OR
DETE
TABLE
ING
SEL
/JOINT FILLERCONCRETE SIDEWALK SLOPE 1:12 MAX- +6" - +6' WITHOTRUNCATEDNDOME AVER SLIPEORES BOTANY AND�NOTOA OWL WATER TO
18" 3 REIRAO.C.B.W.CONIC
2. D0ECTABLE WARNING SURFACES MUST BE Mt3, 4"
BUILDING SURFACE L E RETE (3,000 PSI)
1/2" EXPAN. JOINT ACCUMULATE. SECTION A -A
SIDE FLARE FILLER (REDWOOD) N.T.S.
:n i i_i - w/ SEALANT 3 DOMES IN THE DIRECTION
OFGPEDESTRIAN TRAVEL WHEN ENTERING THE
+ E.J. THROUGH CURB STREET SIDE TO FRAME PAVER
SLOPE �li i - SLOPE SIDEWALK 4" MAX. BORDER ON ALL
1;12 MAX 1=- I -� 4. FURNISH DETECTABLE WARNING PAVER UNITS INSERTS.
1.12 MAX MEETING ALL REQUIREMENTS OF ASTM
C-736, C-33. LAY IN A TWO BY TWO UNIT
6" CONIC. 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 L. A
DETECTABLE WARNING PAVER UNITS USING A
0.7 ACCESSIBLE RAMP (BFR) POWER SAW.
0.5 ISOLATION JOINT AT BUILDING N.T.S. �- -,. 5. CONTRACTOR TO VERIFY RAMPS MEET LOCAL
REQUIREMENTS.
N.T.S. FACE OF CURB
TRUNCATED DOME PATTERN CURB RAMP
N.T.S.
0.6 NOT USED 0.8 ACCESSIBLE RAMP DETECTABLE WARNINGS
N.T.S.
N.T.S.
i0lACCESSIBLE
VAN SPACE SIGN °' TAMPER -PROOF BOLTS, TYP.
(WHERE NOTED'�^�
ON PAVING PLAN)�
SIGN COLORS SIGN COLORS
2' BLACK LETTERS BACKKGROUND - WHITE
WHITE BACKGROUND SYMBOL - BLUE
zcoNOTE.
TO
SIGNAGE BACK
@o CROWN FOOTING TO BACK AT LOCATIONS
WITH ACCESSIBLE SPACES
2"4 GALV. STL. PIPE, EXTEND SIDEWALK ON BOTH SIDES.
INTO CONIC. PAINT BLACK
ap
•a.
1/2" PREMOLDED EXPANSION NOTE'
z REFER TO PAVING
JOINT FILLER W/ SEALANT -PLAN FOR LOCATION
I TO INSTALL SIGN
CAST -IN-PLACE
CONCRETE
FOOTING
(3000 P.S.I.) 10
1'DIA. I NOTES:
#6x10" LONG BARS --///
ARS (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.
SITE DETAILS
®i''p
tg� 1CR1� AS by AT&T — 300 S. UNIVERSITY AVENUE
t*� o
REGISTERED e
PROFESSIONAL LOT 1, PARK AVENUE ADDITION
�
ENGINEER t` THE CITY OF LITTLE ROCK, ARKANSAS
No. 14575 PQ�tt
1F� e�iit�at9 L.0 Lawrence A. Cates & Associates, LLP l��nii` ieDrive, 5254 �
A Consulting Engineers *Dallas Office:972-3H.i-2272 Fax: 972-9W1627
THPG F-3751
Z_ , ��' DESIGN DRAWN DATE SCALE NOTES FILE NO.
LCA LCA 4/08/11 N.T.S. X.X. 055-001 tsY
C A
SITE DET