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NOTES:
D�ANSION JOIN15 ARE REGUIRED AT STORfA INLETS.
CONTRAC7I�I JOINTS SHWLD BE INSTALtED AT 10' SPApNGS.
SPACMIti SHALL BE 3' ON CURVE R/1DII.
coHrn�cnoN �aNrs sH�u.� eE Too� oR snwN w
coNnNUOUStY Pour�a cuRes ro �► o�ni oF �/2" �iN.
CONCRETE ROLL CURB & GUTTER
NOT-TO-SCALE
'4" PER FT,
3'-0" , 7�
PAVEMENT SECTION AS
REQUIRED BY ORDINANCE
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SLOPE: 1
11'-0' MIN,
*** SLOPE:-
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1M1N PER F'2T.
)PE; 6:, I 5�..�'�
2�-O~ **
. MIN. , 4'-0'
1/4'
�6~ SIDEWALK WHERE�
3 STONE REQUIRED
u � OF SIDE DITCH
NOTE:
1) THE MAX. SLOPE ( -) OF RAMPS 15 1:12
2) ALL RAMP SURFACES TO HAVE DETECTIBLE WARNING
SURFACE THAT COMPLIES WITH A.D.A. REQUIREMENTS.
3) HOME BUILDER'S CONTRACTOR IS RESPONSIB�E FOR THE
INSTALLATION OF THE A.D.A. RAMP WITH TACTILE SURFACE.
{NO RAISED DOMES NOR PAINT)
FENCE P�ST
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FENEE POST SHOULD �
BE BURIED xl' BELOW _,
GROUND SURFACE.
TYPICAL HANDI-CAPPED
RAMP AT CORNER
NOT—TO—SCALE
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HAMILTON COUNTY HIGHWAY STANDARD CROSS—SECTION
COLLEGTQR STREET w/o CURB
10'
ca�c. w�uc
1' #it H.A.G SURFACE -
3' /9 B MpX H.A.C.1
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9' CaMPAC1ED �
3.��� �M �
H.C.R.S. TYPE I
* VARIATtON FROM THIS SHALL BE APPROVED IN WRI?iNG BY COUNTY ENGINEER.
** 5'-0" WHERE REQUIRED BY ORDINANCE.
*** ACTUAL WIDTH TO BE BASED ON HYDRAULIC REQUIREMENT OF SPECiFlC SITE.
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SLOPE�1/4 � fT.
SLOPE: 1 /4� / Fi.
TYPICAL STREET CROSS SECTION
NO SCALE
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PARE SUBf7tADE CONPACIED °.s'�
98% S'TANDARO PROCIER _
N07E: 0.10 - Q15 GAL./5Q. YD. OF TYPE AE-T
ASPHALT O�11L90N Tn BE APPLED
BElMEEN EACH UYER Of 8111J1!lOUS
MATERIAL STONE, AI� FACf OF CURBS
TAdC COAT (PER 19iA SPECS.)
SI LT FEN CE DETAi L
NOT--TO—SCALE
SHOULDER, TOPSOIL, SEED
OR SOD. AS REQUIREU TO
MATC;hI EXISIING
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PAVEMEr�'' °'�°�•^°
LIMITS OF FULL DEPTH
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SHWLDER SECTION
GR�UND SURFACE
E MATERIAL SHOULD
BE BURIED 6' BELOW GR�UND
SURFACE,
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BACKFlLL
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CURB SECTION
ALL WTS MADE IN OR UNDER ANY ROAD 5URFACE SHALL BE BAqCFlLLED
NATH GRANULAR MATERIAL iMHERE A CUT QTHER TRIWSVERSES OR PARALLELS
7HE ROAD SURFACE, GRANULAR BAqCFlLL SHALL BE PLACED IN 1HAT PORTiON
OF THE CUT. THE ENTIRE EXCAVAlED AREA WITHIN THE RIGHT-OF WAY.
MATERIAL PLACElAENT AND COMPAC'tiON SHALL COPIFORM TO
GENERAL ORDINANCE N0. 2 4, 1 8 8 5, S E C n O N 2 8- 3 2 8
4' CONG WALK
SLOPE 1/4" Ff.
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� OR SOD. AS REtrilIRED TO
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3" TOPS01l, SEED OR SOD AS REQUIRED
TO MATCH EXISTiNG
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�Jf COMPACTID EARTH BACKFlLL
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STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS
STANDARD PLAN 92-01 & 92-02
NOT-TO-SCALE
1'
***�* 100'
PAVEMENT � �
TRANSVERSE EXPANSION JOINTS
4.5"
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4.5"
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O O O D�° �°�° O O 0 e D o e D O O At�;REGATE
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NOTES:
EXPANSIOPI JOIN75 ARE REQUIRED AT STORN NJLE75.
CON7RAC710N JOINTS SHOULD BE INSTALLED AT 10' SPAqNGS.
SPAdNG SHALL BE S' ON CURVE RADit.
CONiRACTiON .�INTS SHALL BE TOOLED OR SAWN IN
CON7INUWSLY PWRED CURBS 11D A DEP'iH OF 1/2" MtN.
VALLEY GUTTER DETAIL
NOT-TO-SCALE
HAMILTON COUNTY HIGHWAY DEPARTMENT
R1H OR SIDEWALK SURFACE
24"
CONC.
CURB
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SSO MAIN � 0 0 0 s °o
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MIN. 6' SUB SURFACE DRAI� 3� 3�
MIN12r M�i� ��N•
NOTES 18" MAX.
INSTALLAl10N OF UNDERDRAIN SHAIL CONFORM TO SEClION 718 OF 1HE
INOIANA DEPARTMENT OF TRANSPORTA'TION STANDARDS SPEdFlCA110NS.
UNDERDRAINS SHALL NOT BE tNSTALLID UNTtL FINAL GRADING de COMPACTION
ON SUBGRADE.
ANY COPITAMINA710N OF UNDERDRAiN BACKFlLL SHALL BE REMOVED PRIOR
'ft� INSTALLATiON Of AGt�tEGA7E BASE.
UNDERDRlUNS SHALL NOT BE INSTALLID UNTiL UT1U71ES LOCA7ED BENEAIH
1HE UNDERDRAINS ARE IN PLACE. (I.E WATER�IAINS. STORM SEMIERS,
SANITARY SEYMERS. ETC.)
P{PE UNDERDRAIN
NOT TO SCALE
HAMILTON COUNTY HIGHWAY DEPARTMEN
TOP OF CURB
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TRANSVERSE CONTRACTION JOINTS
'�'a`'`* WHEN BUILT IN CONJUCTION WITH CONCRE'iE PAVEMENT, EXPANSION
AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
IOCAl10NS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER
SHOULD BE TfED TO THE PAVEMENT BY 1/2" ROUND DEFORMED BARS
AT AB�UT 3 FOOT INTERVALS. IF NO CONCRETE PAVEMENT IS BEING
BUILT AT THE T1ME THE CURB IS CONSTRUCTED, EXPANSfON JOINTS
SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONIRACTION JOINTS SHOULD
BE INS?ALLED AT 20 FOOT SPACING.
CURB JOINT DETAIL
3" TO 4' (75mm TO 100mm) Hiqi LETTER TO 6E STAMPED AS FOLLOWS:
S is for Stam Sew�
SS ia for Sanitary Sewer
0 ts for SUbsurfoce or 8ase Oroin
C is for Ccinduit
6 is for Gas
W ts for Y�to{er
N07ES:
1. CURB TO BE STAMPED AT ALL LOCATiONS WHERE ANY OF 1HE ABOVE CROSS UNDER A CURB.
2. LETtER TO BE STAMPLED PRIOR TO CONCREIE SETTING UP. WHENEVER POSSIBLE.
3. STAMP TO BE A MINIMUM OF 1/2 INCH (10mm) DEEP.
CURB STAMP
NoT-To-sc�
HAMILTON COUNTY HIGHWAY DEPARTMENT
NOTE:
TEMPORARY EXIENSION ABOVE
GROU1� TO BE REMOVED UPON
CONNEC110N ln HWSE. CAP 8
At1 MEASUREMENIS TO BE
MEASURED FROM BAqC OF CU1�.
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SSD MAIN ° 0 0 0 o REWNtED
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FENNCE POST
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TYPICAL SSD LATERAL TO INDIVIDUAL
LOTS ALONG STREETS
NOT TO SCALE
HAMILTON COUNTY SURVEYORS OFFICE
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N07ES:
EXPANSION JOINTS ARE REQUIRED AT ST�ORM INLETS.
CONIRAC110N JOINTS SIiOULp 8E INSTALLEp AT 10' SP'AqNGS.
SPACING SHALL BE 5' ON CURVE RADII.
CONTRAC110N JOIN'IS SHALL BE TOOLED OR SAWN IN
CON7INOUSLY POURED q)RBS TO BE A DEP1H OF 1/2' MIN.
TYPICAL COMBINED CURB & GUTTER
WITH REVERSED SLOPE GUTTER
NOT 'IaD SCALE
HAMILTON COUNTY HIGHWAY DEPARTMEN
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