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6 COLLESIOR / ARÍER|AL
\r ''-l
4. THICK coNc. SIDE:WALK(6' TH|CK AT DRÍVE|YAIS)
sLoPE 1/4'PER FOOT
.o 0
INSTALL ISOLATON
JOINT BETIVEEN
CURE AND 5IDEIVALK
STD. CURB
AND
SfD. OEÍAIL A-68
5' RESIOEMNAL 0.5'
PAVING
.IHICKENED
EDGE TO
BOTTOM OF CURB TO 1' BEHIND
BACK OF CURB.
4 TNCHES OF 5/4"-M|NUS
CRUSHED ROCK COMPACIED
TO ssz (sEE NoTE)
SIDEV/ALK ADJACENT TO TYPE A CURB & GUTTER
LOCAL ONLY
tNsrALL tsounoN
JOINT BENVEEN
CURB AND SIDEIYALK
STO. CURB
AND
STD. DETAL A-68
PAVING
I-ANDSCAPE ROW
7.5'
0.5' RESIDENTIAL
lvÂRrESl
ARÏERIALS|pEWALK 3
coLr-EcToR/
(SEE NO'IE)
¡INO SLOPE FOR
STORMWA'IER FACILMES
4" 'tHtcK
(6' THtcK
coNc.
AT 4 INCHES OF
CRUSHED ROCK
.-MINUS
TO 952 (SEE NO'[E)
SIDEWALK WITH LANDSCAPE ROW AND TYPE A CURts & GUTTER.
6' ARTERAL AND
COMMERCIAL OR MIXED USE
RESIDENTIAL/COLLECTOR
sLoPE 1/+' PER FOoT
IVARIES] COLLECTOR/ARÍERIAL (SEE NOTE)
MAX. IOP SOIL1' OR
OO o
ffiPUBLIC WORKS CONSTRUCTION
UNIFORM STANDARDS
FOR
CENTRAL POINT
P UBL IC WORKS DE PARTME NT
CITYOFlR
CENÏRAL
POINT SIDEV/ALKS fHo
ffiÐ
ln/1.
A.5B
DRAMNGNo.
6' COLLECTOR / ARTERTAL
- 1'
SLOPE 1/4" PER FOOT
THICK CONC, SIDEWALK
INSTALL ISOI.ATON
JOINT BEnVEEN
CURB AND SIDEWALK
5' RESIDENTIAL
ROLLED CURB
AND
$D. OETAL A-68
PAVING
ÏHICKENED EOGE TO EXÍEND FROM
BOTTOM OF CURB TO 1' BEHIND
BACK OF CURB,
4 TNCHES OF J/4'-M|NUS
CRUSHED ROCK COMPACTED
To s5z (sEE NotE)
SIDEV/ALK ADJACENT TO ROLLED CURB &GUTTER
NOTES:
2. SIOE$/ALK SECTONS THROUGH
A NOMIML THICKNESS OF 6'
CURB & GUTTER
DRMEWAìs SHALL HAVE
FOR TYPE A
SIOEWALKS SHALL HAVE A NOMINAL THICKNESS OF 4"
AND 6,, RESPECTTVELY.
4. ALL MIX SHALL EE VIBRA'TED OR TAMPED, AS DIREC'ÍÐ, FOR COMPACTìON.
5. GRANULAR MA'IERIAL UNOER SIDE1YALKS & DRTVEWAY
SHALL BE 3/4'-M|NUS CRUSHED ROCK, COMPACTED TO 952 AAHSTO T18O_D
6. ALL CONCRETE SHAtr BE C|-ASS 53oO; 3/4.; O.S+ trlc RATto
7. ALL WORK ¿K MATERIALS SHALL CONFORM TO CURRENT APWA
STANDARDS I!É SPECS3. IVHERE SIDEWALK IS ADJACENT TO PLACE
CONSTRUCTION IN LINE WÍTH JorNT (10)
IN BEnIEEN
CURB,
CURB
FILE:
/,APRON TAPERS
A
12, MIN. - 30' MA( RESIDENIIAL
12' l¡tN. - 50' t/A( coMMERCtÂL
6. THICK FOR RESIDENÌT,AL
6' THTCK |V,/REINFORCEMEiÍÍ FOR
ATIETS IND COMI,ERCIAL DRTVEWAì6
SEE NOIE 6
JT
IVEEP
SIDE
HOLE EACH
OF DRÍVEIYAY
SECTION A-A
5' M¡n
2%
LANOING AREA
VARIES
NOTE ¿1
FULLY LOWERED DRTVEWAY/ ALLEY APPROACH
/,APRON TAPERS
12'
12'
MIN. - JO' MÆ( RESIDENTIAL
MIN. - 50' MÆ( COMMERCIAL
6, THICK FOR RESIDENTIAL
6' TH|CK w/RETNFORCEMENT FoR
ALI.EYS AND COMMERCIAL DRIVEWAYS
SEE NOÏE 6
JT
SECTION B-B
5'6'
12'
ìlÓx
I-ANDING AREA
VARIES
2Z
{VEEP'
SIDE
SEE NOTE ,I
PARTIALLY LOWERED DRTVEWAY/ ALLEY APPROACH
'lióu acx
OF.'DRIVEWAY
t1"7'
NOTES:
1, RESIDEI.ITIAL DRIIEIVAYS AND SIDEWAIJ( SECTIONS THROUGH
DRMEWAIS SHAIJ. IIA\E A NOMINAL THICKNESS OF SIX
tNcHES OF CljSS 3300 PCC.
2, CONCRETE FOR COMMERCIAL USE APRONS A¡ID AI.JfY APPROACHES
STßLL HAVE A NOMINAL THICKNESS OF 6. CLASS SJOO
PCC.
3. CURB TRANSMONS FOR COMMERCIÂL USE AND ALLET
APPROACHES SHALL BE 5 FEEÍ.
¡}, GRqNUHR MATERIAL UNDER SIOEWALKS & DRTIEWAì€
SHALL BE 5/4"-0 CRUSHED ROCK COMPACÍED TO 952 AASHTo T18O-D
À ,+, MIN. THICKNESS UNDER
B. 6. MIN. 'IHICKNESS UNDER
SIDEIYALKS
DRI\€WAYS
5. PçC APRoNS SHAU_ BE JotN'tED tN ACCORDANCE WfTH
DRAIYING A-5A.
6. ALL COMMERCIAL SIDEWALKS AND DRIVEIVAì€ SHALL BE MINIMUM
6' THtcK lvfiH No. + REBAR o 16-tNcH o.c. cRtD
J
%;;;
ffi
PUBLIC WORKS CONSTRUCTION
UNIFORM STANDARDS
FOR
ffi ME^¡RCENTRAL
POINT
CENTRAL POINT
PUBLIC WORKS DEPARTMENT
CITYOT¡
DRVEWAY ND ATLEY APPROACI]ES m ilE
A.6A
DRAIÃ,INGNo.
CP-A-6A.DWG