HomeMy WebLinkAbout037-97. Hamilton County Highway DetailsRECONENOED:
APPROVED:
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NOTES:
Expmsion joints are required al Slam Inlels. .
Controction joints should be insldled ot 10' spangs.
i
, Spocing sholl be 5' on curve rodii.
Conlroclim janis sholl be toded u sarn in
conlinuatly poured curbe lo o Oepth oi 1/2' mn.
CONCRETE ROLL CURB & GU1`TER
NO SCAIE
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HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
f_�'3 STANOARD PLAN
fr HA1MlTON�fiEElt -. . - OAIE ,
'i�- S' - 93 V � 1
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� 11ARKED OR II
' UNIIARKED II II
! CROSSWALK
STREET NAA1E
_ _ SICN N.E. CORNER)
UAJOR I - - SIDEwAIK
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+ ' sTa� s�c►,
MIN. 6'
� fACE OF CURB 1' WN.
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I�INOR CROSSROAD � URBAN INTERSECTION
LIMIT
cuReEO � cuReEO 25
SECTION � SECTION
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NOTE: �
Additimd infwmation may Ee (ound in the Indiona �lanud on Unitorm Troffie Contrd OeviCes.
SUBDIVISION SIGI� PLACEMENT
' NO SCALE
} RECOMENOED:
APPROVED:
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
f-s = 1 3 STANDARD PLAN
RECOI�IENDEO:-=� �TC"� � I oAh
I yy � �
APPROVED: ,,.,�.�, ,ri„ , �„� -
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EAR1H OR SIDEw�UC SURFaCE
24'
� / CANC. CURB
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12� AIN.
. 18' YAX. YMI. 6' S118 SURFACf DRAIN
NOTES:
Instollation of undad�ain �hdl confam to seclian 718 ot the Indiara Department OF Trmpalation
StrndQd Specificatians.
Underd�ains �hol not be nsldled unl7 fnd groding md crompaclion ia completM on wbgrode.
My cmtamination of undatrain back(il ehdl be ranored pria to in�tdlation of aqqregate base.
Underd�oins shd not be nstdied unN uliitia �ocated Dmeath the underdraim are in placa
(i.a watermains, slorm sewv�, sanitary uwas, ecl)
PIPE UNDERDRAIN
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HAMILTON COUNTY HIGHWAY DEPARTMENT
REWSED:
,� S 93 STANOARD P�AN
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wurra ooum aa�rt a�[
'�-6-93 1 - 1
wu�row n ra wR
RECOMENDED:
APPROVEO:
3" to 4N (75mm TO 1OOmm) HIGH LETTER TO BE STA�IPED AS FOLLOWS:
S is for Storm Sewer
- � SS is for Sanitary Sewer
D is for Subsurface or Base Drain
C is for Conduit
G is for: Gas
W is for Woter
NOTES: ,
I. Curb (o be stamped at dl locations rhere any ol the above cross under a curb.
2. Letter to be stamped prior lo concrete setting up, ■henever possible.
3. Slamp lo be a minimum o( 1/2 �ch (tOmm) deep. M �
CURB STAMP
HAMILTON COUNTY HIGHWAY DEPARTMENT
REwSED nt-no-c5
RECOUENDED: `"� � .�,i9r STnNDaRD PLaN
MNlIOM CQMtT Oi0(G
APPROVED: 3-/7-95 �J � �
wu� murn oi+[tra a¢
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STOP Sign (R1-1)
R1-1
30" x 30'
R1-4
18" X 6'
�
R1-3
�2� X 6�
YIELD Sign (Rt-2)
YIELD
R1-2
30" x 30' x 30'
SPEED LIMIT Signs (R2-1)
r �
SPEED'�
LIMIT
�
R2-1
24' x 30"
NOTES:
1.) Signs shall be sngle foced rilh Engineainq Grode rolleclwized sheeting on 0.080'
thick duminum sheel malerial pu INDOi Slondord Specilicotions 912.10.
2.) Posts shdl be it'-0' long, 3 Ib/li green painted a gdvanized channd sign post
, per WDOT Standard Specificalion 909.14.
3.) AA sign sizes, shapes, cdas and materid shall meel lhe I�diana Mmud o�
Uniform Tra(fic Cmtrd Devices.
TYPICAL SUBDIVISION REGl1LATORY SIGNS
NO SCAIE
HAMILTON COUNTY HlGHWAY DEPARTMENT
REVISED:
� _ / 4_� 9,j STANDARD PLAN
HAYII(ON COUN(Y CNGMEFR ' DAIE
�-' r-� 9 � S - �
newra cawrr owecra� �h __ _ __ .
o RECOMENDED:
APPROVED:
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AdAPTER ASSEAIBLY
- wnr�cn
ASSENBLT
(SEE BELOW)
AIIN. 6'x24'x0.100 AI
WIiH OOUBLE FACED
REfIECTORIZED ENGWEI
�CKGROUND PER STANO
SEC. 912.10 AND 4'
:CTORIZEO ENGINEER q
3 LBS./FT. GREEN PAWTED
CHANNEL 9GN POST PER S
SEC. 909.14(
DR14EN OR SET W
COAIPACTED BACKFlLL
NOTES:
i.) Privale Slreels shdl be ao indicaled m the letl hend side o( lhe sign rilh dud line
1 I/2" Dlock IeUe�s on yeNoM reflectaiied backgouad preceding lhe sUeet name.
2.) One sign assanbly ahdl be locoted at each hlaseclion on lhe natheatt coma rhen possible.
3.) Slop signs shdl not be installed on lhe streel name sign posts.
SUBDIVISION STREET NAME SIGNS
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED:
RECOMENDED: � ���- .9_ S �� STANDARO PLAN
MMIIfON COIiNTY CNCwEEN OA1E
APPROVED: y'� -9-� � - �
n�uua owecra arc
uTIUTY 25' R w � 25' R w � uiIUTY �
EASENENT EASEIIENT '
A�NIMUM fRON 3' 3' AIINiNUTA FROM
BAq( OF CURB BACK Of CURB I ''�
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NOTES: �
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, I.) R/W shdl be increosed when road widlh (b-b arbs) exaeds 30'-0".
;
2.) Only qas k waler utiities ae allowed lo be bcoled in R/W.
NI olhers shdl be located in the ul�ity easemenls, except lo cross road '
J.) Deviations rill require o wriance during the permil process.
TYPICAL UTILITY LOCATIONS ON A LOCAL ROAD ' _
NO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT '
REwsEO: :
���1 ,�_s-- �3 STANDARO PLAN
Td� COIMTT CN ER DAIE
ti'-s-9.� U���2
u.ui rrr rn�rv naccmt OAII : i _
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, 12'-O" P4VEMENT *
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IbLOPEi 1/�" P!R FT.
-O"
3 lBS/iT. CREpI PAHIIED OR CAlVAM1E0
CHANNfL 51G►1 POST pEq STMrOARp SPECS
SEG 909.1�(a)
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C�PAC,� ��� I I I I �
NO�� IIII
NOTES: • �
1. Nine (9) red defleclors are lo be mounted symmetricdly on an 18-inch diomond red ponel.
2. Three (3) End- of-Rood morlcus ore lo be ploced al eoch location. Alarkers ore lo be set evenly across
the width oF the road.
END OF ROAD MARKERS
HAMILTON COUNTY HIGHWAY DEPARTMENT
REVISED: 03-09-95
REC0IIENDED: 3�jys- STANOARD PLAN
iwaww aarn w �e
APPROVED: 3 /9-5�5 J � 4
wu� axc� wa
40 FT. HALF R/ W 1
3 � � s»
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� I PAVEMENT SECTION f1S•REOWRED
8Y OROINANCE �
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NDARD C OSS-SECTION
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SCALE:I".6'-0" J �
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' VARIATION FROM THIS SHALL BE APPROVED IN WRITING 8Y COUNTY ENGINEER. = W
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*• 5'-0" WHERE REOUIRED 8Y ORDINANCE. • W �
W
.•• ACTUAL WIDTH TO BE BASED ON HYDRAULIC REQUIREMENT OF SPECIFIC SITE. � �
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� COYBNED DRAMACC.
tt ASflIDIT
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- � GAS UNE
WA1ER A1AIN �(►1�N. 42' OEEP) O
� Z (111N. IB' OEEP) �"" • � W TAP TO HOUSE
� C7 (TYPICAL)
� Canduils fa lulure uliily ttoasinys moy be instdled ofla underdroins
Z k prior to curD k pavement if des'red lo owid lulure bores at 48'.
� Depth shoN De 1�� bdow lop of back ol arb,
= NOTES:
� 1.) NI tops, laiads, pushes, Dores and olha undaqround rood aossinqs la ol utiilies shoN be ol
= o mnimum ol 18' Ddow lhe povemenl wrtae to awid delleclions rhicA �il domage ihe underdroin syslem.
D 2.) All ulilliet lo be h�tdled under IAa rood a nrb shdl De inetoMed prla to the undadrolne 11 a Irenchinq •
F opaation b lo be used. Subxquml to lAe underdtoins Deinq in�ldled, NO Venchhg a ploMing w�l be dlowed
""� ocross ►he rood a arD subboee lor ulifly nstoMolians withn lhe r/r. In no evml ahdl alting ol the osphdl
� bnder, wr(oce or canc�ete be dlored. No undaaUing ol n plxe curbs ril be aNared.
� ��D J.) My repo'rs to the undadrain s�stan shaq be inspected by lhe Survepre Office vhen o regulaled dron is
-� invdved, olh�rise br lhe Homiton Counly Highway Deporlmanl.
�
V � ' �.) Wota tap h gos lap pils sholl be grmular Dackflled lo rithn 10' to Ihe lop of curb.
Zr 5.) This trpkd detoi applies only lo roods havinq lhe R/W and eaaemml chaocterislics as ahow� on Ihis plon,
-i 6.) All deplhs meawred trom top of bock ol curD.
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� 5 7.) Devialions wiN requ're a voriance Irom Ihe County Engnea.
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�'° TYPICAL UTILITY LOCATIONS AND LOCAL ROAD CROSSING DETAIL
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ALLAN H. WEIHE-REG P. E. -lN �8827
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