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' RIGHT-OF-WAY
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,n 30' 1 BACK - BACK
Am No F400mv. 1
1 1" HOT ASPHALT, SURFACE
i 3" HOT ASPHALT BINDER
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9" COMPACTED #53 STONE
`ROWN 27
FRI
ENGINEERED COMPACTED
FILL
24" ROLLED CURB 24" ROLLED CURB
SEE DTL. 5/13 SEE D L 5/13
-PAVEMENT CROSS SECTION ,
' NOT TO SCALE p 3
1 HOT ASPHALTIC CONC.
SURFACE COURSE /
{ TACK COAT
3" HOT ASPHALTIC CONC.
/
BINGIER COURSE
01- i
" 9" No. 53 COMPACTED STONE y )
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COMPACTED, WELL DRAINEDE7
5U81314AD£V/X\�/ VA V V•.
_ ASPHALT PAVEMENT SECTION
tURW7 TU SCALE
4' - 0" MIN. 1'-0 PROPERTY LINE
Eo LAWNS1. TOP IOP SDIL
71
PREPARED SUBGRADE
BACK FILL
TYPICAL SIDEWALK SECTION
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THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
UBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVE SHALL BE COMPACTED IN ACCORDANCE
NTH COMPACTION SPECIFICATIONS
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v 6'--C" BETWEEN
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TANSVERSE JOINTS --
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0" BETWEEN EXPANSION JOINTS (MAX.)
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CONCR T WALK DETAIL 3
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SIDEWALK
' - AOA CURB
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GRASS
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NOT TO SCALE
MCAL VALLEY GUTTER
I T, N
ro n PAVEMENT
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A//AX/
/
N SUBGRADE AGGREGATE
\/\ DEPTH VARIES
2'-0' j j
A /
(DEPENDENT ON \ \
LOCATION) j
#8 WASHED GRAVEL OR
CLASS 'A' WASHED STONE j
S" PERFORATED CORRUGATED. /
P.V.C. (ASTM F 405) »
IN. »
MIN.
12- MIN.
r. _ t8"- MAX.
CONCRETE CURB DETAIL
o TWE
\ ._-_.COMPACTED
SUBGRADE
PIPE GRADE SWALL MATCH
PAYEM£NT GRADE &` DISCHARGE
INTO CURB INLET
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EXISTING ROADWAY z _
(ASPHALT) 7 ]�I
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NOTES:
1. 1" - 2 1/2" CRUSHED STONE, NOT LESS THAN FULL WIDTH OF INGRESS AND EGRESS.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCF ONTO PUBLIC
RIGHT-OF-WAY. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WH,('H DRAWS INTO
AN APPROVED SEDIMENT TRAP.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO EXISTING ROADWAY. ALL SEDIMENT SPILLED, TRACKED, OR DROPPED ONFO PUBLIC RIGHT -
0F -WAY MUST BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION EXIT r7
NOT TO SCALE ay
1" R. 1" R.
3" TOP SOIL
BACKFILL
SUBGRADE AGGREGATE
DEPTH VARIES
NOTES:
1. EXPANSION JOINTS ARE REQUIRED AT STORM INLETS.
2. CONTRACTION JOINTS AT 10' o.c. (LINEAR), AND 5' o.c. (CURVATURE).
3. JOINTS TO BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS OF 1/2" MIN.
CHAR— BACK CURB DETAIL
NOT TO SCALE
AVEMENT
NOTES: 2"
INSTALLATION OF UNDERDRAIN SHALL CONFORM TO SECTION
718 OF THE INDIANA DEPARTMENT OF TRANSPORTATION I
STANDARD SPECIFICATIONS.
UNDERDRAIN SHALL NOT BE INSTALLED UNTIL FINAL GRADING — �—
AND COMPACTION IS COMPLETED ON SUBGRADE
ANY CONTAMINATION OF UNDERDRAIN BACKFILL SHALL BE
REMOVED PRIOR TO INSTALLATION OF AGGREGATE BASE.
?4" N
UNDERDRAIN SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED -------- -- y
BENEATH THE UNDERDRAINS ARE IN PLACE.
(I.E. WATERMAINS, STORM, SEWERS, SANITARY SEWER, ECT.) ( cry nl
cc);
I-LOWPOINT -I
- T.C. ELEVATION
I 4 2"
A- T..IS POINT
,
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T T. -T C - -
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T (J O J 7 �U> C', (� J OO nO ,JC,
• C
SUBGRADE
O UO i O O i
O O O U O'D i 0 G 0 O C U O 'DC,0 DEPTH VAR
IES
O 7 O O G -J C OJ 0 G O O G 0 O 0
_
NOTES: 0 0 C 0 (D
EXPANSION JOINTS ARE REQUIRED AT STORM INLETS. C,C0 Ct '
CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' 0, C. f �' `D (•,
ON LINEAR SECTIONS AND 5' G.C. ON CURVES.
CONSTRUCTION JOINTS SHALL BE TOOLED OR SAWN IN O C_ I)
C) , G L -
CONTINUOUSLY POURED CURBS TO A DEPTH OF 112- MIN a U U O D `> 0 U
DC 00� 11 C) c
�y
C
C` Ct�O` J,}o
VALLEY GUTTER DETAIL N�1
ELM
3" TO 4" (75MM TO 100MM) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S IS FOR STORM SEWER
SS IS FOR SANITARY SEWER
D IS FOR SURFACE OR BASE DRAIN
C IS FOR CONDUIT
1. CURB TO BE STAMPED AT ALL LOCATIONS WHERE ANY OF THE ABOVE CROSS UNDER A CURB.
2. LETTER TO BE STAMPED PRIOR TO CONCRETE SETTING UP, WHENEVER POSSIBLE.
3. STAMP TO BE A MINIMUM OF 1;'2 INCH (10 MM) DEEP.
1 C HOT ASPHALTIC CONC.
1. AUXLARY LAMS. OWERSK E N ! W. WILL NOt
\ \ \ \
A ` v
K REOUN11M N UMW MEAS WHEW ADEQUATE
,
LANES ARE iMORJO-E FOR THE MIR AWWT OF
TACK COAT
TRAFFIC OR $?M5 PM SKM TWJ' THE I%owaS
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5" HOT ASPHALTIC CONC.DO
BASE COURSE
A
OR EGRIM TO THE PROPEW" CM K MADE S ELY
WnOJ' A10M tAHM
II
2 PAIM" DES" AND NATER4ALS UM IN ALL
M,5',w'•- A.�J "OHAI TAPER OIS'M1C[
MINIMUM FROM 3' E
BACK CURB
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C0MSt114JCr0h WTM1W TWE 5,oM AREA MUST
MEET WEGitgTIOt•S OF THE AG06CY IWYNG
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MINIMUM
OIMENW S BY FUNCTIONAL TYPE —FOR-
OR2-LANE
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2-LANEPAv
"DED OR UNDIVIDED ENTRANCE
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S;aE°R OLLECTCR VOCAL
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AlTHIS DIMENSION IS FOP UNDNIDEG ENTRANCE
9/ THIS DIMENSION IS FtJR DIVIDED ENTRANCE
SUBDIV7SION
EN TRANCE
I TT
0 0 SCALE
PROVIDE TRANSITION BETWEEN STABILi4
CONSTRUCTION ENTRANCE AND
EXISTING ROADWAY
50' MIN.
EXISTING ROADWAY z _
(ASPHALT) 7 ]�I
ml
NOTES:
1. 1" - 2 1/2" CRUSHED STONE, NOT LESS THAN FULL WIDTH OF INGRESS AND EGRESS.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCF ONTO PUBLIC
RIGHT-OF-WAY. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WH,('H DRAWS INTO
AN APPROVED SEDIMENT TRAP.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO EXISTING ROADWAY. ALL SEDIMENT SPILLED, TRACKED, OR DROPPED ONFO PUBLIC RIGHT -
0F -WAY MUST BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION EXIT r7
NOT TO SCALE ay
1" R. 1" R.
3" TOP SOIL
BACKFILL
SUBGRADE AGGREGATE
DEPTH VARIES
NOTES:
1. EXPANSION JOINTS ARE REQUIRED AT STORM INLETS.
2. CONTRACTION JOINTS AT 10' o.c. (LINEAR), AND 5' o.c. (CURVATURE).
3. JOINTS TO BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS OF 1/2" MIN.
CHAR— BACK CURB DETAIL
NOT TO SCALE
AVEMENT
NOTES: 2"
INSTALLATION OF UNDERDRAIN SHALL CONFORM TO SECTION
718 OF THE INDIANA DEPARTMENT OF TRANSPORTATION I
STANDARD SPECIFICATIONS.
UNDERDRAIN SHALL NOT BE INSTALLED UNTIL FINAL GRADING — �—
AND COMPACTION IS COMPLETED ON SUBGRADE
ANY CONTAMINATION OF UNDERDRAIN BACKFILL SHALL BE
REMOVED PRIOR TO INSTALLATION OF AGGREGATE BASE.
?4" N
UNDERDRAIN SHALL NOT BE INSTALLED UNTIL UTILITIES LOCATED -------- -- y
BENEATH THE UNDERDRAINS ARE IN PLACE.
(I.E. WATERMAINS, STORM, SEWERS, SANITARY SEWER, ECT.) ( cry nl
cc);
I-LOWPOINT -I
- T.C. ELEVATION
I 4 2"
A- T..IS POINT
,
t G
I
T T. -T C - -
0
�c
C) 0
(-j C r
C, 0
T (J O J 7 �U> C', (� J OO nO ,JC,
• C
SUBGRADE
O UO i O O i
O O O U O'D i 0 G 0 O C U O 'DC,0 DEPTH VAR
IES
O 7 O O G -J C OJ 0 G O O G 0 O 0
_
NOTES: 0 0 C 0 (D
EXPANSION JOINTS ARE REQUIRED AT STORM INLETS. C,C0 Ct '
CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' 0, C. f �' `D (•,
ON LINEAR SECTIONS AND 5' G.C. ON CURVES.
CONSTRUCTION JOINTS SHALL BE TOOLED OR SAWN IN O C_ I)
C) , G L -
CONTINUOUSLY POURED CURBS TO A DEPTH OF 112- MIN a U U O D `> 0 U
DC 00� 11 C) c
�y
C
C` Ct�O` J,}o
VALLEY GUTTER DETAIL N�1
ELM
3" TO 4" (75MM TO 100MM) HIGH LETTER TO BE STAMPED AS FOLLOWS:
S IS FOR STORM SEWER
SS IS FOR SANITARY SEWER
D IS FOR SURFACE OR BASE DRAIN
C IS FOR CONDUIT
1. CURB TO BE STAMPED AT ALL LOCATIONS WHERE ANY OF THE ABOVE CROSS UNDER A CURB.
2. LETTER TO BE STAMPED PRIOR TO CONCRETE SETTING UP, WHENEVER POSSIBLE.
3. STAMP TO BE A MINIMUM OF 1;'2 INCH (10 MM) DEEP.
1 C HOT ASPHALTIC CONC.
\
V y \, A `
\ \ \ \
A ` v
SURFACE COURSE ---- - '
,
TACK COAT
UTILITY
EASEMENT
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5" HOT ASPHALTIC CONC.DO
BASE COURSE
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MINIMUM FROM 3' E
BACK CURB
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6" No. 53 COMPACTED STONE
FK,
8" No. 2 COME A TED STONE.,,yx`\..
,
COMPACTED, WELL DRAINED
SUBGRADE
TOWNE RD. ASPHALT PAVEMENT SECTION
MIN. Cx24"x0.100 ALUMINUM
MTH DOUBLE FACED GREEN T i
RE 1ECTORIZED ENGINEER GRADE_ II i
BACKGROUND PER STANDARD SPECS. II°j
SEC 91210 AND 4" WHITE �; I
REFLECTORCED ENGINEER GRADE LETTERS.
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of
ADAPTER
—.ASSEMBLY
.ASSEMBLY
'SEE BELOW) TF
3 LBS./Fl. GREEN PAINTED OR GA[VANIZED--� 1,
CHANNEL SIGN POST PER STANDARD SPECS
SEC. 909.14(x)
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o 1111
j DRIVEN OR SET IN--`-
f COMPACTED BACKFILL fill
ILII
fill
{ ADAPTER ASSEMBLY a 1 I 1
NOTES.
1.) PRIVATE STREETS SHALL OF SO INDICATED ON THE LEFT WWD SIDE OF THE SIGN WITH DUAL LINE
1 1,2 BLACK LETTERS ON YELLOW REFLECTORIZED BACKROUND PRECEDING THE STREET NAME.
2. ONE SIGN ASSEMBLY SHALI. BE LOCATED Al EACH INTERSECTION ON THE NORTHEAST CORNER WHEN POSSIBLE,
3.1 STOP SIGNS SHALL NOT BE INSTALLED ON THE STREET NAME SIGN POSTS.
SUBDIVISION STREET NAME SIGNS (H.C.H.D. DETAIL S--2) 12
NOT TO SCALE 3
MARKED OR i
--� - -- UNMARKED -
CROSSWALK
I—tSTREF7 NAME
MAJOR - - + ` SIGN (N.E. CORNER)
ROAD --------- --
SIDEWALK
-M{N. 6' 4'MIN. - 1P SIGN
FACE OF CURB ( 1' MIN.
to 12' t/- _ 1 -
MINOR CROSSROAD
CURBED CURBED
SECTION SECTION
NOTES:
ADDITIONAL INFORMATION MAY BE FOUND IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
SUBDIVISION SIGN PLACEMENT (H.C.H.D. DETAIL S-3) ,
NOT TO SCALE ? 3
70 FT. HALF
ADDITIONAL PVMT.*
EXISTING PVMT. 12'-0" PAVEMENT 3'-0" 7=0" MIN.
SLOPE: 1 /4" PER FT.
-_ -- TSLOPE: L 2' PER R
—_� 16"
\ # 73 STONE
`PAVEMENT SECTION AS REQUIRED
BY ORDINANCE
1
3
---- 270" MIN.
0
11'-0" MIN. 2'-0" 8'-0" •• 1'-0"
SLOPE (TYP)
1/2" PER FT.
MIN. - SLOPE -
1/4" PER FT.
I S`OpE 4.1 ,
4"
SIDEWALK WHERE REQUIRED
W
OF SIDE DITCH z
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* VARIATION FROM THIS SHALL BE APPROVED IN WRITING BY COUNTY ENGINEER.
5'-0" WHERE REQUIRED BY ORDINACE.
ACTUAL WIDTH TO BE BASED ON HYDRAULIC REQUIREMENT OF SPECIFIC SITE.
HAMILTON COUNTY HIGHWAY STANDARDS
W Vi
z I CABLE TV, ELECTRIC &; 3'-0 I 3'--0" IT d I W
�I TELEPHONE LINES, MAY' MIN. MIN. y 7
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BE BURIED TOGETHER Iw�
_�1 8' �' ; ! OR INDEPENDENTLY 18" z 7 a
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7--.I ANYWHERE WITHIN THE
n'EASEMEN ( I
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(MINIMUM OF 24" DEEP! f
iN COMBINED DRAINAGE,; ^`
' UTILITY EASEMENT.) I - - -- - -- -- --- -
00I II GAS UNE
WATER MAIN ��^^ l I (MIN 42" DEEP)
(MIN.54" COVER) l��`—•— .L.� .—. .—.—.—.—.—.—.—. —.—._. _.—.
TAP TO HOUSE
j (TYP ICAL)
L CONDUITS FOR FUTURE UTILITY CROSSINGS MAY BE INSTALLED AFTER UNDERDRAINS
& PRIOR TO CURB & PAVEMENT IF DESIRED TO AVOID FUTURE BORES AT 48"
(DEPTH SHALL BE 24" BELOW TOP OF BACK OF CURB.
NOTE
1.) ALL TAPS, LATERALS, PUSHES. BORES AND OTHER UNDERGROUND ROAD CROSSINGS FOR ALL UTILITIES SHALL BE AT
A MINIMUM CF 48" BELOW THE PAVEMENT SURFACE TO AVOID DEFLECTIONS WHICH WILL DAMAGE THE UNDERDRAIN SYSTEM.
2.) ALL UTILITIES TO BE INSTALLED UNDER THE ROAD OR CURB SHALL BE INSTALLED PRIOR TO THE UNDERDRAINS IF A TRENCHING
OPERATION IS TO BE USED. SUBSEQUENT TO THE UNDERDRAINS BEING INSTALLED, NO TRENCHING OR PLOWING WILL BE ALLOWED
ACROSS THE ROAD OR CURB SUBBASE FOR UTILITY INSTALLATIONS WITHIN THE R/W. IN NO EVENT SHALL CI_ITTING OF THE ASPHALT
BINDER, SURFACE OR CONCRETE BE ALLOWED. NO UNDERCUTTING OF IN --PLACE CURBS WILL BE ALLOWED.
3.) ANY REPAIRS TO THE UNDERDRAIN SYSTEM SHALL BE INSPECTED BY THE SURVEYOR'S OFFICE WHEN A REGULATED DRAIN IS
INVOLVED, OTHERWISE BY THE HAMILTON COUNTY HIGHWAY DEPARTMENT.
4.) WATER TAP & CAS TAP P;TS SHALL BE GRANULAR BACKFILLED TO WITHIN 10" TO THE TOP OF CURB.
5) THIS TYPICAL DETAIL APPLIES ONLY TO ROADS HAVING THE R/ W AND EASEMENT CHARACTERISTICS AS SHOWN ON THIS PLAT,
6.) ALL DEPTHS MEASURED FROM TOP OF BACK OF CORP.
7_) DEVIATIONS WILL REQUIRE A VARIANCE FROM THE COUNTY ENGINEER.
TYPICAL UTILITY LOCATIONS AND
UTILITY
EASEMENT
25'
- -
R`W}
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25' R/W �
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UTILITY
EASEMENT
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MINIMUM FROM 3' E
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NOTES
1.) R/'W SHALL BE INCREASED WHEN ROAD WIDTH (B --B CURBS) EXCEEDS 30'-C".
2.) ONLY GAS & WATER UTILITIES ARE ALLOWED TO BE LOCATED IN R/W.
ALL OTHERS SHALL BE LOCATED IN THE UTILITY EASEMENTS, EXCEPT TO CROSS ROAC
3.) DEVIATIONS WILL REQUIRE A VARIANCE DURING THE PERMIT PROCESS.
TYPICAL UTLITY LOCATIONS ON A LOCAL ROAD
NOT TO SALE
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DRAWN BY: PAW
CHECKED BY- ALD
9905-008
SHEET Nc:,
13 IN