HomeMy WebLinkAboutC805 Street DetailsCA\V CUT FOR
-LEAN BREAK ��,e SURFACE
EXISTING
PAVEMENT
OR
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NOTE TO CONTRACTOR: cS �S -HALK 4 TRICK
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THE CITY OF CARMEL AND THE
�F\ IL LEN _FT
AUD\ �F\ HAMILTON COUNTY SURVEYOR'S
x OFFICE REQUIRE DOUBLE WALL
HANCOR HI -0 SSD PIPE OR ��4 N
12" PL -OFORITE EQUAL TO BE USED. MAUSCAL
TO BE FINISHED le" BELOW
THE EIISTING PAVEMENT
BOTH SIDES -PORARY SEEDING SHALL BE DONE
OF TRENCH IN ACCORDA 11 TH SECTION 621
PLOWABLE FILL TO BE PLACED OF FECH. SPECIFICA DIF-IN
ENT IRE TRENCH TO BOTTOM OF THE STREET RIGHT-OF-l-.
NOTE CONCRETE ELEVATION.
1. NE SURFACE IS TO BE SLOPED AT THE
SAME RATE AS THE FRISTING SURFACE. NOTE
2 E ISTING PAVEMENT IS TO BE SAW CUT FOR
A CLEA BREAK. THAT ALL CONCRETE AND BITUMINOUS MATERIAL PRODUCTION,
3, TRENCH SPOIL IS TO BE REMOVED FROM SITE TRANSPORT AND DELIVERY, PAVING AND PLACEMENT OPERATION,
P I S" H.A #11 SURFACE FOR IMPROVEMENTS LOCATED WITHIN EXISTING OR FUTURE CITY OF
b BITUMINOUS TACK APPLIED A' PER "INDIFrl,
DEPT. DF FIGHKOALS STANDARD SPECIFICATION CARMEL RIGHT —OF —WAY SHALL CONFORM TI-) THE REOUIREJAENTS OF
40 F, 902. THE INDOT STANDARD AND SUPPLEMENTAL SPECIFICATIONS, LATEST
C ALL LANE MARKINGS, STRIPING, 'TOP BARS, EDITION.
ETC. DISTURBED OR REMOVED DURING
E X C AVATION ACTIVITIES, SHALL BE RETURNED TO
THE ORIGIN CONDITION
E 13
1
7 P CCNCGETE IS TO B E FINISHED 1 5"
ISTI
BELOW THE ER a PI'AE Al ENT
8 CU T SHA F BE STEEL PLATED DURING
CO CURE TIME AND UNTIL ASPHALT IS
ADD
SLOPE ASPHALT PATH TO ROAD
ITV 1/4 O F T IN oR TOWARD TOP OF BANK OF DITCH
TYPICAL ASPHALT ASPHAL PATH
110 SF PITUM SURF4CE NO 11, LIJ ON
PEDESTRIAN PATH X—SECTION 2�0# IYE BITUM BINDER NO 8 LV ON
COMP AGGREGATE BASE, SIZE NO. 5-
MAX. 50' AIAG, 50' TIP IF cIRB
I-
II-ENT
TIINSo VTIAIAIABE OANT1A7T
WHEN BUILT IN CONDUCTION WITH CONCRETE PAVEMENT, EAPAUISIOI] AND
CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN
TH PA/EMENT SLABS THE CURB AND GUTTER SHOULD BE TIED TO THE
PAVEMENT BY 1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS.
IF NO CONCRETE PAVEMENT IS BEING STILL AT THE TIME THE CURB IS
CONSTRUCTED, EXPANSION JOINTS SHDFUD BE PLACED AT THE ENDS OF ALL
RETURN AN AT INTERVALS NO TO EXCEED 50 FEET. CONTRACTION
JOINTS IN TANGEN SECTION I SHOULD BE INSTALLED AT 10 FOOT MAX
SPACING. CONTRACTION JOINTS ON RADII SHOULD BE INSTALLED AT 5
FC OF MAX. SPACIFI
CURB JOINT DETAIL
HA IF 200E F 1 33 IN 11-1 U INDEL IF 11 111 17, no I U
MI IF IND �o l:S 0 �l INIF FIF I �1' -1 1111 .1
IYPICAL SIDWIALB SECTION
I INI I- BEHIND IN' I IUII III IN IF KILLER 'IT' OIRRI
ELRATION AND RONPACES IN DEFER5
RATERRU M TLE O F
"T TO G F,
SUaRBAar OR EASE JUDER IF F-S SIDEAALIA AND DRDES
BE CORIACTED IN ACCO— SECTANN 20CCX OF
TUL 5AI-I S11,711"BlED
n A IR-
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U7
L PIPE
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r
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UNDIBURAIN
CT IF,W%UNU,)
REMNTS -1 SECTION 206,17
HIST. H LL FOR-1 UC A-I E
0 F SGH- E SHALL ECTFICIBOIS
IN— NSBBDID ROPH IIICI r PAIIIIEND WHORE REQUIREI
CITY OB CARMEL STANDARDS
D 1�
G, T-11
CONCIRETE DE-K
CITY OF CARMEL STANDARDS
SUD-111K 7717177��"'
14
SUBSUREACL GRoN I'll
NOTES
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n,= E, D
B -1-RU,
�A. al -N, I hHO-I z�
pay 1,H.
a B- 5lenaard Drawing E E.1— 1
B, FAIA.-I, -a— -1,
11 1. -.1 H- F SNESMEND1 ;7�
hI—N mN0 /-S
a A "R,,G na
.T I TA111
111 n �ILI� 1 Aldo
axa
CONYTE7E SOL e1oS? GI TTER
u-
oO' R/W
30'-0'
2�—O" 2'— 0
13'-0" 13'-0"
S LOPE A /A FT SLOPE _MN 1/4 FT
RUN
,A
A
A
ET1TNEN'FJ'1'1EEX`NU1V E 'TNNEN' UNDER 'cure
CAN PICTEP
_C11DE
ALL PAVING IS TO BE COMPLETED
IN ONE PAVING SEASON.
1.5 P.AG, AUFF—E #11
2 H. A.C. BINDER 118
3" H.A.G. BASE BAD
7 COMPACTED jj 53 STONE
1OF—CTEG SUBGRACE
PAVEMENT COMPOSITIONS
NOT-TC-SCALE
4'-0" 5'-0" 1'-0"
SIDE-TS 4" THAD-
SLOPE 1 FT.
ROLL CURE GUTTER
TYPE I
L/ L
Final bcOkfill for water mains, Voter service laterals, sanitar
mains and sanitar service laterals under and within —feet of
pFEvern2rit shall at E—Barrow for Structure EDEkfill meetin the
material re of the INDOT and shall be compacted in
6—inch rnEl,imurn lifts to not less than 957 Standard Proctor
Densit for the entire depth of the material placed. The bockfill
for the top 6—inches 3f the excavation below the start of the
a subbase of the pavement shall be No Si Stone
meetin the material re of the INDOT and shall be
compacted to not less then 95% Standard Proctor Densit If the
standard practice of the utilit that his jurisdiction over the
installation his a more strin final Lockfill re the
more strin re shall g overn.
'PF T)N?EH FTYPIEFF "D IT
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fla-di hdi-d bY Ih- Blt- ii
Z, ahall E, INE,IdAd. fia Al at,i, -11 b. —d.
8. Ti Rhal b Iii- shall bl� I �Rffhi
HB. Z.1 a- Pin
NOTES
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RAMP CONSTRUCTION DETAIL
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NOTES
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19358
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