HomeMy WebLinkAbout85-01 VOWC Sec. 8002 - Construction Plans - Hamilton County Details C803DAZE:
6/28/01
PROJECT NO.:
1238.8602
DRAWN BY:
DCC
CHECKED BY:
SHEET 111LE:
HAMILTON COUNTY
DETAILS
DRAWING FILES:
SI TEE NO.:
C (1
3 logy 501t.' /i/ /i
1
I I I1 -:1
t l l-- 111-
l z;it(1 11
OACKFILL
NOTES:
I hp
R1 -1
30" x 30"
STOP Sign (RI -I)
RI -4
18" x 6
e G
o
o
24
a o Q o O o a o 0
p•a•„•a•
p. o a Q• o r O• o r O. o r o.
o •O Q •0 o •0 o •O o
n n o 0 0 0
0 0 O 0 0. 0 D
3 o n 0 o O o
••O •0• ♦0 r0'a0
NO1ES:
Evponsion hints are required of Storm Inlets.
Ccntroclionpints should be installed of 10' spacings
Spacing shall oe S on curve rodii.
Contraction joints shall be tooted or sawn in
continuously poured orbs to o depth of 1/2" ruin.
RECOMENDED:
NAtn(laf CWIIIY EHOn(tx
APPROVED: 'lr�cA1•:
f Aw1Ia1 CAPIN' OM URA
HAM tar CC%I+rf (Dor((t DAR
4.5
MO SCALE
CONCRETE ROLL CURD (Sc GLITTER
HAMILTON COUNTY HIGHWAY DEPAR1 MEN 1
REVISED:
3= 93
OA It
V 7.7
DA It
SUOCn ACCRECA
DEP DI VARIE S
YIELD Sign (R1 -2)
RI -2
30" x 30' x 30"
SPEED LIMIT Signs (R2 -1)
SPEED
LIMIT
25
t.) Signs sha't re single load will' Engineering grade reilectorited sheeting on O. OEO
Dick aluminum shed moleriol per I1100T Standard Specif:cotions 912.10.
2.) Posts shall be 11' -0 long, 3 lb/ft green painted or gclvcnited chorine! sign post
per Wool Standard Speaficoliors 909,14,
3.) All sign sites, shapes, colors and material shell meet the tndicrc Marmot on
Uniform Ironic Control Devices.
TYPICAL SUBDIVISION REGULATORY SIGNS
SCALE
IIAIvMILTON COUNTY IIIGIIWAY DEPARJMEN
AI'T'IIUVLO:
itAtinion Cowry 01/1009 OA;(
SInt•JDARO PLAN
ft 2.1
24 x 30"
C -1
REVISED:
STANDARD PLAN
S -1
APPROVE'':
want toll tom oir,c tog
0
ADAPTER ASSEMBLY
NOTES:
NOIES:
ADAPTER
ASS["8iY
(SEE OEIO'•T)
24
1
r C. ELEvARCr1
r Ai THIS POINT
0 0 11 o 0 0 o o a o C v 0
•p•o• "a• a•a•a o•
p. 0 O o tl• 0 C o O e O p C• p O.
e O 0 O 0 0 o p 1 0 o
0 0 0 4 0 O O -•-9_, 7.1-77S;
w c.s e•y
0 o 0 p
11 0 11 e o
E,rDOfS;on j7int3 ore required of Storni Inlets
Contraction joints should be inslclre9 ct IC' s.cc :ngs.
Spacing shall be 5 on curve radii
Contraction joints shalt be tooled ar son ;n
continuously poured curbs lo c depth of 1/2' mLh.
VALLEY GUTTER ER DE1 AIL
;1c1 SC.IE
RECOMENDED:
HAln(IOH CON1tT DICKER
Mitt 6','21'10.100 ALUMINUM
V,t IN DOUBLE [ACED GREEN
RETLECIORIZEO EtHCIIIEER GRADE
OACKCROU'JD PER STANDARD SPECS.
SEC. 912.10 AND 4' 651111E
RETIEC roR11ED ENGINEER C.1A0E LE TIERS.
3 lf!S. /f I. GREEN PAINTED OR C:,l.
CH,NIIEt SfG ;1 FOSf PER STAND. ;RO SPECS
SEC. CO? I =(c)
DRIVEN O SET In
COMPACTED BACKfILL
HO SCALE
•r;
°AK
SUBDIVISION Si REE T NAME SIGNS
RECOMENDED:, -1 __f-
Hun1ICH WPM [NGf4ER OAK
APPROVED:
)twivar IT Out CCICA OAT(
Suecl AeE AG7EGA iE
DEP TH V.c,1S
HAMILTON COUNTY IIIGIIWAY DEPARTMENT
REVISED:
OA IL
L) Pri•ote Streelsshrill be so md;cnted on the If hand s ide of the si with dual fine
1 I/2. block letters on yellow retectori,ed back round preceding the street Warne.
2.) One sign assembly shall be located at each intersection on the northeast corner when possible.
3.) Slap signs shot! not be installed on the street name sign posts
HAMILTON COUNTY HIGHWAY DEPAR
STANDARD PLAN
C -3
S -2
REVISED:
S IANDARD PLAN
6• MIN.
I LIP
j 1 R
111:
111: =111
5U11 BACVfIII Ii =:111.=1 1:::
III:: :III
CO1•IP/,CIE() Ito 4" OFIS i -111: 1::
III =:III: =t I.
=.111:
ii ..111--I 1
111:111:1;111
n 0
o
c)
O
I 6_
3 10P SOIL
COMBINED CONCRL1 E CURB (,U I I ER O `1'1)L II)
I IAIv11L 1 ON COUNTY 1110 IMY [ATARI MEN 1
RECOMETIDED:
NAUIt fon wow! ENGu[E7
APPROVED: 'I�.r<ct't S�
tool1Cn lou WIC ICA
CURLED
SEC 110:1
Lin A.IOR
ROAD
MINOR CROSSROAD
I U
!Jo
6't to 111
RECOdEtJDED ?C �5-
HAUIUa+ ((UNIT ENCH[IR
APPROVED: r.I.L:
t4O i ES:
Espcnsian 17ints ore required o! S:Cr :n 1:11.1;
Ccntraction pmts should be inserne•I of 10' s; Grin I`
Sooting shall be 5 on curve rod,
Cord/or-Non joints slut!! tie Ie.;I d r s :•n
ccrttintrOusfy poured curbs In 0 death cf 1/1 rn•r,
SUBDIV SI(;i•.I 1)1.AC1:111:15! I
110 __:t:
IIA'1U01 CCUN11 Dr1CIOR
J.
24
6 18"
0 0 U Cl 0 n o C) 0 0 C7
0 0 G 0 c f l C) C) lI 0 o
0 o 0 o O o
C r'' 0
0 o 0 o 0 o 0
0
o o
O 00 00 o0 o
0 0 0 o
O 0 0 0 0 00
C1 o o c)
DA 1E s- 9
fiAMID UR 11
tI ;!!.IARxID II II
C2OSSwA(R
I SIRE F I
1 L1 5. 1 C 1 1 (N.E. CORNER)
StDEwAtK
[ACE OF cURO
CU RREN
SEC 11011
UIZEBAt1 Ill IERSEC 1IO11
OA IE
I MI:I.
DAR
SIOrr Stcu
NODE:
Add;Tional inlormatit:n may be found in the Indiann !+.:n,:.l on Undo,'" ironic Canlre' Devices
I IAMILION ON COUNTY I IIGI IV/AY DEPAR 1 MEN
REVISED:
STANDARD ''LAN
C-A
RENARD:
S !AWARD r'LAII
S
NOTES:
Erpens,cn j:,.:ls .;re ter, re•1 of S:• :rl: h:r•es
:oink s•`r'lr,ld be in ;:c11 ,!I le „rr:in;-
Spacing the :t be. 5 on
CcnIrr.Chrrt :o•n(!, s!],!1 t +1! bore.! er .+1•n in
COnlir,u0usr': poured curbs lc o depth of I/1 '.rift.
TYPICAL COMHI1`11_-D C1)R13 t� GU 1 ILIA
WI I I 1 REVERSED SLOPT GUT I [.R
Ham .1ON CoUN 1-Y HIGH \At'A I_)L PAR IM ITN -1.
RECOMENDEO:
tuuel toll COUtllt 11Crd S.i OA ti
APPROVED: r f
HIU COwily OIr(tica OA1;
Uil(IIY 75' VW U
f.AS1111fi1
MINIMUM 11 3
1I4i: iN C1R:1t
1
1-
la'
r.;'
t L �e
0 0 0 I Sl �.CChES4iE
n
o r
15 R /Yl -O itll(IlY
1 I/ ;I_Llt.IIl
3' LllII1Ult 1801.1
HACK Of Cllltl)
111) S�i,t(
I1(111
r /R• Shop be incrCn:rd •hnn h .dlh (1; h curbs) e+ceeds
7 Only at: nlrr trliil ins m e rl'I(Krd In tie bhr:OICd in IVY;
All nlhnl5 shall hr loroted in the ulirify rn:colrnl5, crcrpl to cross rand
3 t?rtinlit.ns vitt require o vorinnre during the permit pm(CSS
I YI ICAL U 1111 1 Y LOCA !IONS ON A LOCAL ROAD
11(1 SCALE
HAMILTON COUNTY 1IIGI!WAY DLI)ARIMEN1
i Tic
r�r -11--7 cL
Moil ICY Cion1 OfIC107
DAR
l
D W
REVISED
STANDARD PLAN
U -2
c-5
Rl. vI S1_D:
STANDARD I'LAIJ
RECOI.IEIIDEO
1VAODUC +1 canal [.,c,+L„t
APPROVED: -r
u,v ICO CuJll cutout
M/a
TL i
0_
:r v
t
I101ES:
WASHED SiCtlF
EARIII OR SIDEWALK `.117:,C:
2�
6
V -1
1.
'n
o 1
D r A
O 0 a 0
0
O O p o
o", a
.o'.o' "o
n n %ti/
i
n n
PIPE Ut 1DERURAIN
IT
V
U
:3
HO SCALE
u
1 v
5
r_ en
CJ n J ti
O Y
I<
L
Q
O
RECOMENDED• r -S
HAUll elk' Ctw1lr (.4(' „(E; OAT(
CO:IC. CURD
APPROVED:
HAutl104 t CiF'CL OA I(
SUBCRAOE ACCr,ECA IF
OEPIli VARIES
d P E eIJ,I.IETEFi
Gtt :al!oti,rr 01 Mid !let c n e [e.10.0 In ScCtiCtt 711; of the Int',irna D' ^.c':-:r,t 01 110 0., lotion
Standard Spce:ficalicn
Utle!Crcia ;hc:: nr: :.r ).%antra'' taut' (1;,n grading and COrI1CC"h. 1 i5 [Cr .r•r n Stllf halt.
Any (G.,ln:t of t:nde•(rcin brc!rfilI 5It011 be removed prior la in5lra:ct r., o f Cg•Ire,Jnle b0'•'.
ll;,derC eins short not !'e itstcllc•l until utilities ln"cclef ben^_nah thv, und!rC:c:ns oro in craze.
(i.e. wnterntcins, slCrc• se sanitary sewers, eat.)
5 SUB SURFACE DR,i, :r
I IAMIL 1()N COUNTY Y I IIG1 IWAY DEPA1 [MEN]
OA It
O CL
o� 4 N
0
C c• u N
C C J a u v
r_
a•
's
T;
c
I IAMIL ON COUNTY 1 IIGI :WAY DLPARI METH 1
E
REV1SE0:
SIANUAR() (TAN
E
e•
P-1
S1AtIDARD PLANT
00""""1"1"//80/ �r i
No.
F..� 9800085
S TATE OF
ifATEResoki
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CON 1AINED HEREIN ARE 1HE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
0 COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.56 9.8112
Fax: 317.826.6410
www.schneidercorp.com
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