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rm '1•- ttIEDOaIa •. • . • • • .
•• •
C011PACTip Atbl[CAR •
A(;lf�l
. ao trntt
MOTH ~
I• � e>del enl h le N enrol le psride a dean book
I. Trterldt g
gel h (e Ie remered kin IM .oA elle end �IpowA of out e► the r{ghl- of -•.ex
]. Ca"/oe1e1 eNeple r TJ'e 7'- ledidnq w le M Aioeed h 1' Mlle e>,0 eanoeetor 'te 15I1
4, The ethth9 perlfflenl w to N led eootN prie► b the kTin9 0l new alphdt. Ttx1 coal b to be
epINN N e/edAel h IM Mleel TOOT tedAeoUenA Seclbne 101 en1 101
� The teflerete M M t1 be Ihlrlel I,! (one eM one-hall) Inches !oleo Me edelh� etxfeee..
A rtele�t letltln h la w etllltleeel elenq M "welt's surface.
1. The esatdl eurhece M W reneldl of I,! (one end enr -Add Inches N Illw"Inan Surlpce, 11, MAC,
). The new ewtoee w b N sloped el the een+e role et the edelhq eurtaee,
L A i (trle) hdl trYe IoM of te'ed1 eeelonl Y le N applied edonq a►o Ohl between Me o.Ylinq and
eee ete�hdll eurleea fealenl• id b be epoMd h eceertlancd with IN00 Ipoclrkeliene, Section JOS.
ROAD CUT PATCH - CONCRETE CAP
' HAMILTON COUNTY HIGHWAY DEPARTMENT'
' R
R6VISE0: �1LLZ/ss_
RCpptpEp; '/�
STANDARD PLAN
AI/IlOVEO: U
U - 1 i
r
s
unury ;, R n s., Rile -- urturr
EASEN(N
i
( EASEutNI
I 1'
1' Wt1AIU
Rom
�uI7Nom" 7eou
p�V� Ur �urm I �I
A(;lf�l
-I
IUAB�
I
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u
r
I
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�•
I I
I EJ
i
i
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V IN
I
I
I
NOTES:
1.) R/W shot be increased -hen rood wdth (b-b tiff) e•cuds 30' -0'
2.) Only go A water ultlliee re •floods to be located n R/W
Ad oewt end be located in the u(Nly •m•rnenlf. "cept to vote rood.
J.) 00*11ans a repaid a vwwve dicing the prnwl proc"L
TYPICAL UTILITY LOCATIONS ON A LOCAL ROAD
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
STANDARD PLAN
RECOuEN0E0;
*Am cam ry
APPROVED:
U-2
NAAA101 c"n, bmurci DA It
EOTN O1 SIDEWAtX SLWAa .
24.
cac, aye
o so o• c e• C l�otAOE AOORCAIE
w• e• G a C- e- DETTN VANES
B• •
. •,. •,•,
,. • . ,.
NAlIIL'D- OtArQ • '. • . '. • '. •
a GLASS • • • • , •
WASHED STM • ••.•••.•.
• p" Ou1R1t7t
OL
MAIL WL 1' 1M IASACI VMt
P1m.
11•rlyd lgettAeetlwla mftm IN =oft Vie of go Mdm a�rr1•Il of 'Rages fl
Uimareo me Mod net be t AO" Mtl edit WS*4 OW we'01all•m h eeslwlM w erfe/e
Any emllwnbethm of Aw wdFdm bod1A Mod be m• ovIll POW M bldlydlnl of If I I - t o
Unewtovim /w not IM 1 -11 1 Od IdMw lodes! bEwO h IIndR1� m on le Om
(La wtrmment. oeeem now wvtary am& KL)
PIPE UNDERDRAIN
Pa � -
HAMILTON COUNTY HIGHWAY DEPARTMENT
,REVISiD: ��
�_ ��. STANDARfl PIAN
RECONDNOED:
waft ='ry'mm
P6101
APPROVED: - -
»wA
R/W & PAVEMENT
EASEMENT LINE EASEMENT LINE
I
50' R/W
10' FROM BACK OF CURB 3)' FROM BACK TO BACK OF CURB - THRU STREE 10' FROM BACK OF CURB
28' FROM BACK TO BACK OF CURB - CUL -DE -SACS
1' 4' 2 BITUMINOUS I SURFACE 2 4 1
EXISTING GRADE
CONC. CONC. CONC. CONC CO
AS SHOWN ON PLAN WALK CURB CURB WALK AS SHOWN ON PLAN
1/4" PER 1' 1 4" PER 1' (Min.) 4" PFR
- ItAleA�le
F"# TYPICAL FILL AREA TYPICAL CUT AREA
TYPICAL 2' -O" GONG.
ROLL CURB & GUTTER PREPARED SUBGRADE COMPACTED URFACE COURSE
UNDERDRAIN (TYP) TO 93% MODIFIED PROCTER INDER COURSE
(SEE DETAIL) ACTED STONE BASE
TYPICAL INTERNAL STREET SECTION
CS 0 NO SCALE
RV 1«
1.) R/M " N wromodl .bole edeeery I` dM '4 feed wwA
L) YhNew 4" d d W1111111 me 11� IN 111' below bet herd.
3,) !loves small dN be No" ldeee Iles Ir w odommi utdhy asonont,
1.) deellleel, seek f,V. A lissome cap be It•tod In eN eewo ovmdh.
1" r-W It 1M " NN 4/9 ee MOI alel�e Md have VIM fN
11 Oe•let NI a• mein d ee *m Ij 4 the "I podded. ,
TYPICAL UTIUTY LOWONS ON A COLLECTOR ROAD
(Don not apply to Withq 1 Rod R/W m4ft) go lCAtt
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED: —
FUMMEO: 1 _
STANDARD PLAN
AtM*D: �i U-3
WW M == e. R
•�r7�� a� M� � � N ../ �
M�
'1811 i�1 "1!'r'y •"• •'
J
F•-
w
O
t cvn �
t
1 Q
I
I J
II
1 O
z
7 � z
a
7
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' U_
HAMILTON COUNTY HIGHWAY DEPARTMENT
• REVISED:
RECO►JENOED: STANDARD PLAN
wuK lam mu.n cart U-4
APPROVED: Y- � - 4_�
�wwra mwn eext:ta art
i• PlktTl/Ve) J
MMEM CONCRETE
PREPARED SUBGRADE I- ill SURFACE
COMPACTED PER SPECIFICATIONS
5- COMPACTED 153 STONE
MUI.THJ8E PATH SECTION
OC /OA -HMA SURFACE 9.5 mm
(1. 011 H.A.C. SURFACE)
OC /OA -HMA INTERMEDIATE 12.5 mm
PREPARED SUBGRADE (3' 09 H.A.C. BINDER)
COMPACTED PER SPECIFICATIONS 9- COMPACTED 053 STONE
ROAnwAY sECTaN
ASPHALT PAVEMENT SECTIONS
I " "^ NO SCALE
WIDTH PER PLAN
I 1/4' PER FT. SLOPE (PER PLAN) I
PREPARED SUBGRADE
COMPAM PER SPECIFICATIONS
CONCRETE WALK SECTION
Vie.% ON PREPARED SUBGRADE
•• 4' OF 4000 P.S.I. CONCRETE ON PREPARED SUBGRADE.
PROVIDE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT TO EXCEED
THE WIDTH OF THE WALK. PROVIDE 112" EXPANSION JOINTS EVERY 50' MINIMUM AND
WHERE SIDEWALK QUITS CONCRETE PAVEMENT, CURBS, AND VERTICAL SURFACES SUCH
AS WALLS. BROOM FINISH TO BE APPLIED IN TRANSVERSE DIRECTION.
EXPANSION JOINTS SHALL BE SEALED WITH A BACKER ROD AND SILICON JOINT SEALER.
— WIDTH PER PLAN
1/4' PER FT. SLOPE (PER PLAN) T
F 4 a �' • • ., a r a 1
• a
.�, 'r_ : ''r•_;,A` i;^'. 'aCj'C.-Cr.� :S. 0:...,,�,,GC_. O_.C!' _i. 'C,;j G O C
0OCCnCC CIO 0CCCCC)C'O CpC.: <>
,
nvC,D1' �:,I C. -J
CCC._O_C_OC_JQ�O:OG.7_COCCO_C-
O;n-
PPAD SUBGRADE J
COMPACTED PER SPECIFIC/11rON5
3' COMPACTED SANG OR
at 4' pOR11JeN) CRUSHED AGGREGATE
CEMENT
CONCRETE I.EVEUNG COARSE
t�e1 CONCRETE WALK SECTION
WITH LEVELING COARSE
" CONCRETE WALK SECTION
PV-38 NO SCALE
TOP OF 6' CURB
3' TAPER
PVMT. SURFACE <I �
4 io
a
N Q
e � a
PVMT. ELEVATION
CURB END TRANSITION
V-7
NO SCALE
0
1
FLARED SIDE
.
PV -13 �NO
SCALE
1 /s'RADIUs
I fl F
NO SCALE
- - -sex. -t' -F
4'
SECTION A-A
4' -0• Min.
--- FACE Of CURB
B
DETECTABLE WARNING 5VRFA�,
E
PER ANSI A117.1
EDGE OF PVMT
'ACE OF CURB
1
ti'
ASPHALT
FLARED SIDE
Max. 1:10
SECTION B-B
ACCESSIBLE RAMP DETAIL
i-- FILL WITH JOINT SEALER
r d /10 J `--KEYWAY FORMED BY
FASTENING KEY TO FORM
KJ KEYWAY JOAVT
SAWCUi 1/4' CONTROL JOINT
D � v T- D/3 d °
n
h 0
CJ CONTROL JONT
JOINT SEALANT BACKER ROD
v V u V
1/2" PREFORMED JOINT FILLER
NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT
ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR
PROPOSED PAVEMENTS, CURBS AND WALKS.
EJ EXPANSION JONT
CONCRETE JOINT DETAILS
PV-26
PLANTING OR
YARD AREA
°I
Y Y v W
W Y •Y '`
CONTROL JOINTS J
A ti" O.C.
EDGE OF PAVEMENT
Q` J: 4.
AC -36 NO SCALE
W
Y Y •Y w
J• •1 1 J� Y w v
IBC \CABO \ANSI A117.1 -1992
RETURNED CURB RAMP
V1
W F
a: W
J W
Z
6 Z
NvZw
V,
wwaz��a
�zWQZQ�W�a-
W fV/ 1 a (n O
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Q
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a m C:) J
q o
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W -
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CERTIFIED BY:
Q¢
,'60900358
STATE OF
Drown Blr.
KMK
CAetked BY ^ - --- -. --- _.
h1S
aaity Assurance: - - -- -
Scale: -
0 $COk: t' . N/A'
ACCESSIBLE RAMP DETAIL
6' MONOLITHIC
CURB AND WALK
51+•el -
C901
Dole —- --
07 -16-01
Project Number
960324 -20600
i
i
i
i
RV 1«
1.) R/M " N wromodl .bole edeeery I` dM '4 feed wwA
L) YhNew 4" d d W1111111 me 11� IN 111' below bet herd.
3,) !loves small dN be No" ldeee Iles Ir w odommi utdhy asonont,
1.) deellleel, seek f,V. A lissome cap be It•tod In eN eewo ovmdh.
1" r-W It 1M " NN 4/9 ee MOI alel�e Md have VIM fN
11 Oe•let NI a• mein d ee *m Ij 4 the "I podded. ,
TYPICAL UTIUTY LOWONS ON A COLLECTOR ROAD
(Don not apply to Withq 1 Rod R/W m4ft) go lCAtt
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED: —
FUMMEO: 1 _
STANDARD PLAN
AtM*D: �i U-3
WW M == e. R
•�r7�� a� M� � � N ../ �
M�
'1811 i�1 "1!'r'y •"• •'
J
F•-
w
O
t cvn �
t
1 Q
I
I J
II
1 O
z
7 � z
a
7
e
w J
' U_
HAMILTON COUNTY HIGHWAY DEPARTMENT
• REVISED:
RECO►JENOED: STANDARD PLAN
wuK lam mu.n cart U-4
APPROVED: Y- � - 4_�
�wwra mwn eext:ta art
i• PlktTl/Ve) J
MMEM CONCRETE
PREPARED SUBGRADE I- ill SURFACE
COMPACTED PER SPECIFICATIONS
5- COMPACTED 153 STONE
MUI.THJ8E PATH SECTION
OC /OA -HMA SURFACE 9.5 mm
(1. 011 H.A.C. SURFACE)
OC /OA -HMA INTERMEDIATE 12.5 mm
PREPARED SUBGRADE (3' 09 H.A.C. BINDER)
COMPACTED PER SPECIFICATIONS 9- COMPACTED 053 STONE
ROAnwAY sECTaN
ASPHALT PAVEMENT SECTIONS
I " "^ NO SCALE
WIDTH PER PLAN
I 1/4' PER FT. SLOPE (PER PLAN) I
PREPARED SUBGRADE
COMPAM PER SPECIFICATIONS
CONCRETE WALK SECTION
Vie.% ON PREPARED SUBGRADE
•• 4' OF 4000 P.S.I. CONCRETE ON PREPARED SUBGRADE.
PROVIDE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT TO EXCEED
THE WIDTH OF THE WALK. PROVIDE 112" EXPANSION JOINTS EVERY 50' MINIMUM AND
WHERE SIDEWALK QUITS CONCRETE PAVEMENT, CURBS, AND VERTICAL SURFACES SUCH
AS WALLS. BROOM FINISH TO BE APPLIED IN TRANSVERSE DIRECTION.
EXPANSION JOINTS SHALL BE SEALED WITH A BACKER ROD AND SILICON JOINT SEALER.
— WIDTH PER PLAN
1/4' PER FT. SLOPE (PER PLAN) T
F 4 a �' • • ., a r a 1
• a
.�, 'r_ : ''r•_;,A` i;^'. 'aCj'C.-Cr.� :S. 0:...,,�,,GC_. O_.C!' _i. 'C,;j G O C
0OCCnCC CIO 0CCCCC)C'O CpC.: <>
,
nvC,D1' �:,I C. -J
CCC._O_C_OC_JQ�O:OG.7_COCCO_C-
O;n-
PPAD SUBGRADE J
COMPACTED PER SPECIFIC/11rON5
3' COMPACTED SANG OR
at 4' pOR11JeN) CRUSHED AGGREGATE
CEMENT
CONCRETE I.EVEUNG COARSE
t�e1 CONCRETE WALK SECTION
WITH LEVELING COARSE
" CONCRETE WALK SECTION
PV-38 NO SCALE
TOP OF 6' CURB
3' TAPER
PVMT. SURFACE <I �
4 io
a
N Q
e � a
PVMT. ELEVATION
CURB END TRANSITION
V-7
NO SCALE
0
1
FLARED SIDE
.
PV -13 �NO
SCALE
1 /s'RADIUs
I fl F
NO SCALE
- - -sex. -t' -F
4'
SECTION A-A
4' -0• Min.
--- FACE Of CURB
B
DETECTABLE WARNING 5VRFA�,
E
PER ANSI A117.1
EDGE OF PVMT
'ACE OF CURB
1
ti'
ASPHALT
FLARED SIDE
Max. 1:10
SECTION B-B
ACCESSIBLE RAMP DETAIL
i-- FILL WITH JOINT SEALER
r d /10 J `--KEYWAY FORMED BY
FASTENING KEY TO FORM
KJ KEYWAY JOAVT
SAWCUi 1/4' CONTROL JOINT
D � v T- D/3 d °
n
h 0
CJ CONTROL JONT
JOINT SEALANT BACKER ROD
v V u V
1/2" PREFORMED JOINT FILLER
NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT
ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR
PROPOSED PAVEMENTS, CURBS AND WALKS.
EJ EXPANSION JONT
CONCRETE JOINT DETAILS
PV-26
PLANTING OR
YARD AREA
°I
Y Y v W
W Y •Y '`
CONTROL JOINTS J
A ti" O.C.
EDGE OF PAVEMENT
Q` J: 4.
AC -36 NO SCALE
W
Y Y •Y w
J• •1 1 J� Y w v
IBC \CABO \ANSI A117.1 -1992
RETURNED CURB RAMP
V1
W F
a: W
J W
Z
6 Z
NvZw
V,
wwaz��a
�zWQZQ�W�a-
W fV/ 1 a (n O
= J O O Oa Z
V5zzz5aw
Ck:-
a u g -41 _<j wz 11� 3
o�
I
fV � O
C]�00 v
OQI� a
cr- z�'L
Q � U
QZx
= -Q a�
Q 1.L.a
L. C�jJ ^.V
Na(0m-
a
^Qo
I
t\ Q
0oow
z
r a_,
Z l f
V0
z �
o w o
J W � � �-
Q
z
W z Q
� '0� 0 Q o
J w�
a m C:) J
q o
Cl) o CY)Q
W -
U �
W
J °
i
w
Z
G
o.
CERTIFIED BY:
Q¢
,'60900358
STATE OF
Drown Blr.
KMK
CAetked BY ^ - --- -. --- _.
h1S
aaity Assurance: - - -- -
Scale: -
0 $COk: t' . N/A'
ACCESSIBLE RAMP DETAIL
6' MONOLITHIC
CURB AND WALK
51+•el -
C901
Dole —- --
07 -16-01
Project Number
960324 -20600
APPROVED: Y- � - 4_�
�wwra mwn eext:ta art
i• PlktTl/Ve) J
MMEM CONCRETE
PREPARED SUBGRADE I- ill SURFACE
COMPACTED PER SPECIFICATIONS
5- COMPACTED 153 STONE
MUI.THJ8E PATH SECTION
OC /OA -HMA SURFACE 9.5 mm
(1. 011 H.A.C. SURFACE)
OC /OA -HMA INTERMEDIATE 12.5 mm
PREPARED SUBGRADE (3' 09 H.A.C. BINDER)
COMPACTED PER SPECIFICATIONS 9- COMPACTED 053 STONE
ROAnwAY sECTaN
ASPHALT PAVEMENT SECTIONS
I " "^ NO SCALE
WIDTH PER PLAN
I 1/4' PER FT. SLOPE (PER PLAN) I
PREPARED SUBGRADE
COMPAM PER SPECIFICATIONS
CONCRETE WALK SECTION
Vie.% ON PREPARED SUBGRADE
•• 4' OF 4000 P.S.I. CONCRETE ON PREPARED SUBGRADE.
PROVIDE SCORED JOINTS AS SHOWN ON SITE PLAN OR AT INTERVALS NOT TO EXCEED
THE WIDTH OF THE WALK. PROVIDE 112" EXPANSION JOINTS EVERY 50' MINIMUM AND
WHERE SIDEWALK QUITS CONCRETE PAVEMENT, CURBS, AND VERTICAL SURFACES SUCH
AS WALLS. BROOM FINISH TO BE APPLIED IN TRANSVERSE DIRECTION.
EXPANSION JOINTS SHALL BE SEALED WITH A BACKER ROD AND SILICON JOINT SEALER.
— WIDTH PER PLAN
1/4' PER FT. SLOPE (PER PLAN) T
F 4 a �' • • ., a r a 1
• a
.�, 'r_ : ''r•_;,A` i;^'. 'aCj'C.-Cr.� :S. 0:...,,�,,GC_. O_.C!' _i. 'C,;j G O C
0OCCnCC CIO 0CCCCC)C'O CpC.: <>
,
nvC,D1' �:,I C. -J
CCC._O_C_OC_JQ�O:OG.7_COCCO_C-
O;n-
PPAD SUBGRADE J
COMPACTED PER SPECIFIC/11rON5
3' COMPACTED SANG OR
at 4' pOR11JeN) CRUSHED AGGREGATE
CEMENT
CONCRETE I.EVEUNG COARSE
t�e1 CONCRETE WALK SECTION
WITH LEVELING COARSE
" CONCRETE WALK SECTION
PV-38 NO SCALE
TOP OF 6' CURB
3' TAPER
PVMT. SURFACE <I �
4 io
a
N Q
e � a
PVMT. ELEVATION
CURB END TRANSITION
V-7
NO SCALE
0
1
FLARED SIDE
.
PV -13 �NO
SCALE
1 /s'RADIUs
I fl F
NO SCALE
- - -sex. -t' -F
4'
SECTION A-A
4' -0• Min.
--- FACE Of CURB
B
DETECTABLE WARNING 5VRFA�,
E
PER ANSI A117.1
EDGE OF PVMT
'ACE OF CURB
1
ti'
ASPHALT
FLARED SIDE
Max. 1:10
SECTION B-B
ACCESSIBLE RAMP DETAIL
i-- FILL WITH JOINT SEALER
r d /10 J `--KEYWAY FORMED BY
FASTENING KEY TO FORM
KJ KEYWAY JOAVT
SAWCUi 1/4' CONTROL JOINT
D � v T- D/3 d °
n
h 0
CJ CONTROL JONT
JOINT SEALANT BACKER ROD
v V u V
1/2" PREFORMED JOINT FILLER
NOTE: PROVIDE WHERE SHOWN ON PLANS AND WHERE PAVEMENT
ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR
PROPOSED PAVEMENTS, CURBS AND WALKS.
EJ EXPANSION JONT
CONCRETE JOINT DETAILS
PV-26
PLANTING OR
YARD AREA
°I
Y Y v W
W Y •Y '`
CONTROL JOINTS J
A ti" O.C.
EDGE OF PAVEMENT
Q` J: 4.
AC -36 NO SCALE
W
Y Y •Y w
J• •1 1 J� Y w v
IBC \CABO \ANSI A117.1 -1992
RETURNED CURB RAMP
V1
W F
a: W
J W
Z
6 Z
NvZw
V,
wwaz��a
�zWQZQ�W�a-
W fV/ 1 a (n O
= J O O Oa Z
V5zzz5aw
Ck:-
a u g -41 _<j wz 11� 3
o�
I
fV � O
C]�00 v
OQI� a
cr- z�'L
Q � U
QZx
= -Q a�
Q 1.L.a
L. C�jJ ^.V
Na(0m-
a
^Qo
I
t\ Q
0oow
z
r a_,
Z l f
V0
z �
o w o
J W � � �-
Q
z
W z Q
� '0� 0 Q o
J w�
a m C:) J
q o
Cl) o CY)Q
W -
U �
W
J °
i
w
Z
G
o.
CERTIFIED BY:
Q¢
,'60900358
STATE OF
Drown Blr.
KMK
CAetked BY ^ - --- -. --- _.
h1S
aaity Assurance: - - -- -
Scale: -
0 $COk: t' . N/A'
ACCESSIBLE RAMP DETAIL
6' MONOLITHIC
CURB AND WALK
51+•el -
C901
Dole —- --
07 -16-01
Project Number
960324 -20600
IBC \CABO \ANSI A117.1 -1992
RETURNED CURB RAMP
V1
W F
a: W
J W
Z
6 Z
NvZw
V,
wwaz��a
�zWQZQ�W�a-
W fV/ 1 a (n O
= J O O Oa Z
V5zzz5aw
Ck:-
a u g -41 _<j wz 11� 3
o�
I
fV � O
C]�00 v
OQI� a
cr- z�'L
Q � U
QZx
= -Q a�
Q 1.L.a
L. C�jJ ^.V
Na(0m-
a
^Qo
I
t\ Q
0oow
z
r a_,
Z l f
V0
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STATE OF
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CAetked BY ^ - --- -. --- _.
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aaity Assurance: - - -- -
Scale: -
0 $COk: t' . N/A'
ACCESSIBLE RAMP DETAIL
6' MONOLITHIC
CURB AND WALK
51+•el -
C901
Dole —- --
07 -16-01
Project Number
960324 -20600