HomeMy WebLinkAbout041-99 SP VOWC Sec 3004 Hamilton Cty DetailsM
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t ' ° • ' o • • ' o - ' o • e ' D • 0 : 1 SuaCRADE ACCg£CArt
o 'o •o •o •'o •.'a .'o DEPIN VARIES
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NOTES:
Expansion joinls ort requ+ed at Slam lintels.
Ccnlrocilon pints mould be ;nslalled of Ili spocngs.
Spocinq shoji at 5• on curve rodi.
Contraction pints shay be tooled or sown in
cont.umly poured orbs to a depth of 1/2' min,
I
CONCRETE ROLL CURB & GUTTER
NO SCALE
1
HAMILTON COUNTY HIGHWAY DEPAR TMENl
REVISE _----=-
STANDARD PLAN
RECOUENDED_—�-' H- p,la eau rr a- -- DA I r
APPROVED- ( �azrt - j/ L- ST-
OAut1oN CouNn acCfoll CA It
STOP Sign (RI -1) YIELD Sign (RI -2)
V
RI-1RI-2
30' z 30" 30" z 30' if 30'
SPEED IMT Signs (R2-1)
SPEED
RI -4 LIMIT li V I AIT R2 -I
13' z 6' L t I I 2 (' z 30'
2 51
, I
RI-3—_�
12' z 6'
NOTES:
1.) Siens shCa be s'agL• laced with Engr.eer;nq Grade reltcto(lrtd shtd.q on 0080"
i aluminum sheet moleriell per INDOT Standard SPecif.cotiont 9Q.1C.
2.) Posts Thal be 11'-0' sang• 3 ib/ll green pointed or gdven;ted Gunnel sign post
per L4001 Standard Sp :;ricoUm 909, I{.
3 ) Ad sign s;res, shopes. Coors and ma:erid Shoff meal the Indlorc Memel on
Uniform Irollic Contra Devices.
TYPICAL SUBDIVISION REGULATORY SIGNS
Nv SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
STANDARD PLAN
RECOVENDED: NAa 1_ a DA It 1
APPROVED: Y-�-9_ `
N ArCIaN tQMn Pl• tIa RAS
D
4
5
2e"
- I
I.C. ELEVAODN
AT IMS POINT o
'a a•p •o •o tee- •a'='� _'° • SufaCRAOE AEr,;EcAi;
' < ' ° • ° ° ° '' ' ° ' ° ° • ° ° • r ' ° • °
DEPTH VARIrc
: :A
•p
NOTES:
E,eons;on Ants ole required at Sian lnlets.
Controction joints should be 0SIC341 e: IV s;CC'ngs-
Spocnq shall be 5' on curve radii.
C,,ntraetioa pots snot' be tooled Of so•n in
continuously poured curbs to c depth of 1/2min.
VALLE\I GUTTER DETAIL
NO SCALE
[.1
i
HAM!LTON COUNTY HIGHWAY DEPARTMENT
REVISED:
4-s q3- STANDARD P.AN
RECOMENDE0 aJIE
Nurglar CIAjNTr LOCKER _
E'1: '�
APPROV� ��
�nurlllCN Com ae[CIa CAR
0
0
ADAPTER ASSWIL'T
LIN. E',2{ x0.100 ALUMINU%1
writ+ 00U8LE FACED CREEN
REf_ECTOw2ED ENCNEER CRADI
ICXCROuhiD PER STANDARD SPE
',[C. 912.10 AND {' sssd 1:
ECIlWE0 ENCKIR CRAOE LE
ASSENQLT
(SEE SELD'A)
3 LBS./YT CR£_,NI PANTED OR CALVAIM?£0
CNANNEL SIGN iDOSr PER STANDARD SPECS
Sic. C00-I4;c)
0
'e
DRIVEN OR SET r1
C�vT'ACTED SAWIIL
illi l
LLU
NOTES:
1.) Private Street sndt be so nl;coted on the left nand side of the SIA with dud line
C 1/2• black letters on yetow reftectorlied Datil ound prKedng tine street nome.
2.) One sign assembly shoe oe iacCted at tach ++I:rseclion an the nortneosl caner -hen Posse
3.) Slop s:grss snob nal OI nslalled on she SI;e!1 AMC sign post.
SUBDIV!SIO`N STREET NAME SIGNS 1
NO SCALE i
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
STANDARD PLAN
RECOAIENDED. �,% a9- S- g
IUJAEIa arxn llxoecLe
APPROVED:
7
E.
Vol
6' WN.
b"
24.
I EI•
I" LIP
CROSSw'ALtt It 11
t
3- TDP SOILE—, CR
..
MAJOR
ROAD
y0£WAU(
i
SUITABLE BACkr',L il
I
COMPACTED IN e' LIFTS
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1111 L-
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ilii�Tl i 11 i l l
E=III-iii II
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CURBED
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MALI r
CUR6ED 2 5
0 0 a p 0 0
a p 0 o 00 = Q a
}7 a C) O O a p
G 0 e O O O ° p O° c
!) Deviolims 04 req„+e a .060Acr dwng the pc'm;1 Process
r] - O r
�U
.. rD•a0 o0�O
Aed-tiona nfwmCkrl mar be found n the
OC O O
•0
SUBDIVISION
jA. 0 A0 0 AO 0 0
i
t OO O 0
•
0 0 0 '0 0 '0 0 '0
HAMILTON COUNTY
O�O O O
APPROVED: -s✓
NA.q CCN CQNt7 acus oAa - ----
0C •0 0000000•
REVISED:
0 0 n n
NOTES:
STANDARD PLAT.
E+Pension jams ore required
at S%ym lalels
Contraction joints should be instoxed at 10' spicings.
Spocng slide be 5' on curve rods
I
Controcl;on pals shall be
continuously poured curbs
lod!d or sawn in
to o deslh of 1/2' min.
COMBINED CONCRETE
CURB & GUTTER (TYPE II)
No SCALE
HAMILTON COUNTY
HIGHWAY DEPARTMENT
REVISED:
RECOMENOED: '�
f r n
STANDARD PLAN
NAA,ICION Cauwn CeaNUA
DAR
-
_
APPROVED:
011K [ON n oeeefoe
-Y-r- M
_ 04 r
10
RECO►�ENDED:
APPROVED:
12
24 - -
3' TCT' SOIty'�0'
�HEZI c ill Fro;
!
fill
— ---. -]-
aAar�.t; i i i
.i
o O c °� a: = 0 0 oC , °o c i SU6CRADE ACCR LATE
oa0 , c0 ,'so Doo c �J c oo BOE?ik VARIES
° c c 0 L
i�I E
NOTES:
Esponsicn i7,nls are regvirea at Stam I.nttis.
Contraction b;nts shaufd b- instailed al t0' 5pccn,5.
Spacing 00 be 5' on curve redo.
Controelion jams %h GK 'at looled or sown Vs
continuously pourea curbs to a depth of 1/2' min.
TYPICAL COMBNED CURB & GUTTER
WITH REVERSED SLOPE GUTTER
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
STANDARD IP -^LAN
NAILIOS C��� ANn ENCA'(EA -- DA ri C —'�
r 3/-,1--
MANIL i Ji COJNn DOEC 101i 06 COANn DOEC1N RAR
ASELI_ 15' R 15' R/* '�.�.I_ UR
Rt � CASEVEuCNT
EASEMENT
NARKED OR li
UNSIARXED
7
CROSSw'ALtt It 11
- I I SIR[(1 NA
+ 9GNN N.0 CORNER)
MAJOR
ROAD
y0£WAU(
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—
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FACE Of CURB t,IIIN.
"2.t
7�
'\�\� • ° I °0 . rid I,
MINOR CROSSROAD
URBAN INTERSECTION
1
CURBED
I
MALI r
CUR6ED 2 5
SECTION II
SECTION
I' I
!'
1°ti
!) Deviolims 04 req„+e a .060Acr dwng the pc'm;1 Process
LiMIN
NOTE:
I
I
Aed-tiona nfwmCkrl mar be found n the
Induce Manuel on Unilorn Treffic Conlyd Devices
SUBDIVISION
SIGN PLACEMENT
STANDARD PLAN
NO :GALE
HAMILTON COUNTY
HiGHWAY DEPARTMENT
APPROVED: -s✓
NA.q CCN CQNt7 acus oAa - ----
V
REVISED:
RECOtAENDED:
s-13
STANDARD PLAT.
_� K"roa comm U�.crA
anrt
APPROVED:y-
N.uara Cour ?QCfa
r�9-? _-
CAIt
10
RECO►�ENDED:
APPROVED:
12
24 - -
3' TCT' SOIty'�0'
�HEZI c ill Fro;
!
fill
— ---. -]-
aAar�.t; i i i
.i
o O c °� a: = 0 0 oC , °o c i SU6CRADE ACCR LATE
oa0 , c0 ,'so Doo c �J c oo BOE?ik VARIES
° c c 0 L
i�I E
NOTES:
Esponsicn i7,nls are regvirea at Stam I.nttis.
Contraction b;nts shaufd b- instailed al t0' 5pccn,5.
Spacing 00 be 5' on curve redo.
Controelion jams %h GK 'at looled or sown Vs
continuously pourea curbs to a depth of 1/2' min.
TYPICAL COMBNED CURB & GUTTER
WITH REVERSED SLOPE GUTTER
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
STANDARD IP -^LAN
NAILIOS C��� ANn ENCA'(EA -- DA ri C —'�
r 3/-,1--
MANIL i Ji COJNn DOEC 101i 06 COANn DOEC1N RAR
ASELI_ 15' R 15' R/* '�.�.I_ UR
Rt � CASEVEuCNT
EASEMENT
WNIUUM FROM
1ffl 0 Cr CURD
Dn ACK DFI NRB
7
' o ° o o° O o° o S'JBCRAOE ACCRECA i
�\r�l o ° o • o O = o ° OEPrri VARIES
o °
. o • •
y,.
Q
7�
WASHED STONE
'\�\� • ° I °0 . rid I,
:r
3' r
ci?E aAuErEA
MIN ulNl dA
NOIfS
I) R/W 31•01- be increased .'hen load width (b•h curbs) ascee0s 30'-D'.
2) Only gas k water upil;es are ollo°ed to be located in R/W.
All olh�i$ stroll be loccled 41 the uliily casements, eecepl to cross rood.
!) Deviolims 04 req„+e a .060Acr dwng the pc'm;1 Process
TYPICAL UTILITY LOCATIONS ON A LOCAL ROAD
Any conomneGor of underdrein oacsGl shelf be removed pyla to nslelsctkn 0 oggregole base.
_— NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
PIPE UNDERDRAiN
REVISED:
RECOMENDED:
!
STANDARD PLAN
NIM .11 (e -% Ea OAK
I
- 2
=i
y '93
APPROVED: -s✓
NA.q CCN CQNt7 acus oAa - ----
V
13
14
15
[ART t OR SIDEWALK SURFACE
2{' I
JII. I Jr/,
CONIC. CuaB
' o ° o o° O o° o S'JBCRAOE ACCRECA i
�\r�l o ° o • o O = o ° OEPrri VARIES
o °
. o • •
y,.
Q
?a 'NA:iED GRAVEL -r\
CAtCi.55'A' �.c'.o'�co.o•1
�
WASHED STONE
'\�\� • ° I °0 . rid I,
3' r
ci?E aAuErEA
MIN ulNl dA
i2� MIN.
18' WAX. Msv. i' SUB SURFACE DRAIN
NOTES:
Instollotion of undereroia shell Conform to section 711 of the 1ndiCAC OepertAttht OT rronporlotion
Standerd Spccfcolions. I
Underd,ins :beg net bC nstd4d unld final grednq end compcction is cce:pieted on sebgrade.
Any conomneGor of underdrein oacsGl shelf be removed pyla to nslelsctkn 0 oggregole base.
Underdroins shot not be nsictled unll utilities loccled bentath the urdW0 ns ore in place.
(i.e. wolermcirs. Storm se.L's, ionitory sewers. RC1.)
PIPE UNDERDRAiN
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
RECOM£NDED: --� K-� — 4•-� 9-3
STANOARD PLAN
Nua.lcn w►,n ChcA(E+
APPROVED:
Nun lcw Awn cocC olkk dAR
I
N11 LN?N%$Y)
i
(SIdVn 1ud30)
a3u)S A8,IWYS
__J
= STANDARD PLAN
RECOtilENOED:�� � � �-�` �3
IIAULIaN ca,Nn E14040 wrL _ /T
APPROVED: Y- 9.? [�
NA,s rbr rn.,n aFf Clot Gtt
Revisions
IM
IL
IK
■ we
\\``N[111IIII1IIIff11)1y14N4
�a40, \1 H L q 5, •
No.
9800085 J.
`'• STATE IF
� N�iONAL ally
H/gIIllllllll
CERTIFIED BY
s-7�
7M DRA44G AND THE OEAS, DESIGNS A10 CONCFPTS CONTA04ED
HEREIN ARE THE E'3ECLUSIA INTELLECTUAL PRIOPIERTY OF THE 9CE#IEM
CWORA70 ANO AW NOT TO BE USED OR REPRODUCED IN *HOLE OR IN p
PART, WTHOUT THE VATTEN CONSENT OF THE M0111E10EA COWMATO,
1998, The Schneider Corporation
Tie
Scbneidq
Corporation
r
12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
46032 Landscape Architecture
317-574-3797 GIS e LIS
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson k Assoc.
BREMCK DEVELOPMENT CO.
Village of WestClay B
CAPA EI,, INDIANA
HAMILTON COUNTY DETAILS
Dateect No. Dram Approv.
7rojl2,.
BET, MG
Computer Mee Sheet No/ �.
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HAMILTON COUNTY
HIGHWAY DEPARTMENT
REVISED:
= STANDARD PLAN
RECOtilENOED:�� � � �-�` �3
IIAULIaN ca,Nn E14040 wrL _ /T
APPROVED: Y- 9.? [�
NA,s rbr rn.,n aFf Clot Gtt
Revisions
IM
IL
IK
■ we
\\``N[111IIII1IIIff11)1y14N4
�a40, \1 H L q 5, •
No.
9800085 J.
`'• STATE IF
� N�iONAL ally
H/gIIllllllll
CERTIFIED BY
s-7�
7M DRA44G AND THE OEAS, DESIGNS A10 CONCFPTS CONTA04ED
HEREIN ARE THE E'3ECLUSIA INTELLECTUAL PRIOPIERTY OF THE 9CE#IEM
CWORA70 ANO AW NOT TO BE USED OR REPRODUCED IN *HOLE OR IN p
PART, WTHOUT THE VATTEN CONSENT OF THE M0111E10EA COWMATO,
1998, The Schneider Corporation
Tie
Scbneidq
Corporation
r
12726 Hamilton Crossing Blvd. Engineering
Carmel, Indiana Surveying
46032 Landscape Architecture
317-574-3797 GIS e LIS
317-574-3799 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson k Assoc.
BREMCK DEVELOPMENT CO.
Village of WestClay B
CAPA EI,, INDIANA
HAMILTON COUNTY DETAILS
Dateect No. Dram Approv.
7rojl2,.
BET, MG
Computer Mee Sheet No/ �.
J:\1238\001\DWGS\C8G4-DWG ��