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GENERAL NOTES : 1 W-24^ 6SW 96+5%=13.33 %> 11 Isri
B.S3 %mapmuT
5%metlmum
OThese bamYone B'rn.wrb ry-0- D
MightTiny$h he propoNonelly earyaba ^I M
ther duyanell
br Other wrb bei9nts. b 0' RaNmax'AbaN aNpi! 2'-0
So
elpeMakaMeremn maybommr as reyulrea.
O Whom Ads ln(uesioiuly mrsVUNon0 6y be monaiEcwiln
precluaea enbMit%
W the wall shown, wi width may M 09"-1.0' owl SOP,
>�j.
mamceMmammlmamm3w. �j CHANGE OF GRADE
TM wrmm eaBemme aUro FolnTI Mnall ba 4� V Semon a.
Nrine sage olealemmpewmem square palbm �" y
and gu
and eNGNr line. TRUNCATED DOMES USED
�'3�
aQ Lending ems at me tad of tons ramps shall IN DETECTABLE WARNINGS
have mw.imem times m any DETAIL OF RAMP GROOVES
airemoo. finvalo:l
aftof any pmloaes
allVfthen
SO. . I in any dinection
ends Perfelopeor50:
a was
ala»peman5wwrm me cumlece anon nb dwas sans lmMun
e.med 50 f. oemmewWemirq.wm.Iro law, selre mrmr
GOElNAM( O Bwpe txi 5 LPnaele base If who mreaaronH
icluaa wu snsthon by ��O
pre IMegnl w0
mewialhahawn, to lending maylM
downaconamen shown to lmum.
RAMC PAVEMFM
Thal
The Pushing
SO" olive wrb ramp may ro sleepenea 0
Ed -
ameren timnf10:1foremeumumtintm, 6^m 'E
'h'gefanrMlaiMfllkr B. y
B. Dninage inlets shouN[e ImPatea OEM ban
wo ramps to present packages M tro Pam RAMP AND BRICK SURFACE CONSTRUCTION DETAIL
mtnwl.
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7. Sm 3nMeM 0nmrp E60A 5WCR txM .clar
imiamwa access on nenow alowass . pAVEMENT
6. Asdybraic al3Mence in grass behaen me base b INDIANA DEPARTMENT DU TRANSPoRTAIII
of cuta Famp and tlw Butler shell be limited m wm
mai IftlemAmmXwl,a2-0wdM SIDEWALK CURB RAMPS
Cawmtlim
I MITI shell be pmvleea. Sea tlMa l alretcn. GENERAL NOTES & DETAILS
MPOMW Remry p SEPTEMBER 20M
8. Mrvmum re6mmeMW wfM otcub Mlp is 4'-0. STANDARD DMVANG NO. E 604SNCRM
smos
Mx x•-o & mmr
Te LL0
ALTERNATE CURB CONSTRUCTION'
A* .o.,,
Z
CURB PER DETAILS 10-10 THROUGH 10-13 AND 10-19
n
F
EN STING PAVEMENT TO BE SAWOUT
C
AND CLEAN OF DEBRIS ANDWN LOOSE
m
ASM0.i BEFORE INSTAWNG WRB
AS 4.4
D
f. OA55'A'.:
A
M
C9NCNEIE'"
Z
O
12" MIN
r't
INSTALLING CURB ADJACENT TO EXISTING PAVEMENT
Z
C)
NO SCALE
O
y
NOES:
D
INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SIME
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m
m
O
a
CUE ALL EXPOSED SURFACES
Z
H
O
CONTRACTION AMR SHALL BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2°
DAMPEN SUBGRADE WORE PLACING CONCRETE
CONTROL JOINTS EMERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINTS EVERY 50' MAXIMUM
O ti
NO MODELLING OR COMPACTION MAY OCCUR 1T FROM CURB UNTIL 5 WILL DAIS HAW PASSED MDR PLACING CONCRETE
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D
EXISTING LNDERDRAIN AND FLTER FABRIC AND STONE DRAINAGE ENVELOPE SHALL BE PRESERVED
USE RO U AND CONCRETE CAP TO INSTAL. ASPHALT PER STREET CUT DETAIL 10-2E
O
SNAJL CONFORM TO CINS CONCRETE CURB POLICY IN ALL REJECTS
D
NOTES:
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INDIANA DEPARTMENT OF TRANSPORTATION
Q
SIDEWALK CURB RAMP
PvwnlaM
TIPPEA
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SEPTEMBERM5
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SECTION A -A
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RELEASED FOR CONSTRUCTION
Subject to compliance with all regulation:
TN State and Local Codes
Chy'of`Carmel \(��
�411X� \DNU�DAAL
DATE: 04/17/19
10 PREFORMED JOINT FILLER
TRAM
O
O
lao
ad
ad
TRANSVERSE` JOINT
m
b
Ia. PREFORMED JOINT FILLER
SIX(MINU
8
rl
T=7T C —N`57 ITT ,. .
PREPARED SUBGRAINE
SIDEWALK SECTIO
DRIVEWAY CROSSING
7
(NO SCALE)
24°
CONCRETE
W63AGGREGATE
INTEGRAL WALK
AND CURB DETAIL
(NO3CA E)
CONCRETESTOOP
(NO SCALE)
2e
BE CONCRETE
V p53 AGGREGATE
USE DIMENSIONS FOR LOCAL ROADS ONLY USE DIMENSIONS FOR ALL ROADS EXCEPT LOCAL ROADS
COMBINED CURB AND GUTTER TYPE ll
NO SCALE
NOTES INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SMILAR SHAPE
CURE All EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE TOOLED OR SAILED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH BE 1/2-
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JONM EVERY 5' MAXIMUM ON RADI OTHERWISE EERY DO MAXIMUM, PREFONMM EXPANSION JOINT EVERY SEE MAXMUM.
NO BACKRWNG OR COMPACTON MAY OCCUR 12' FROM CURB UNTIL 5 WILL DAYS HAYS PASSED AFTER PLAGNG CONCRETE
STALL CONFORM TO CITYS CONCRETE CURB MUCY IN ALL RESPECTS
24'
USE DIMENSIONS FOR LOCAL ROADS ONLY
24'
3° TOP SOIT
,.1'R.
2° RADIUS
A
SLOPE 1/LAB4°/ET.
CE °A°
COMPACTED
n-ONCRE
E
BACKRLL
USE DIMOSONS FOR ALL ROADS EXCEPT LOCAL ROADS
COMBINED CURB AND GUTTER TYPE 111
NO SCALE
NOTES INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR %WE
CURE ALL EXPOSED SURFACES
CONTRACTION MINTS SHALL BE TOOLED UP SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2°
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EMERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MA IMUM. PREFORMED EXPANSION JOINT EVERY 5D MAXIMUM.
NO BAC%NLLNG ON COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 WILL DAYS HAW PAM AFTER RACING CONCRETE
SHALL CONFORM TO ❑TYS CONCRETE CURB POKY IN ALL RESPECTS.
TOP OF CURB
50' MATMIMUM
TRANSVERSE EXPANSION BOTTOM:
TRANSVERSE CONTRACTION JOINTS OF CURB
NOTE MAXIMUM TRANSVERSE CONTRACTION JOINT DISTANCE 10 FEET
FOR TANGENT SECTIONS AND 5 FEET FOR RADIUS SECTIONS.
CURB JOINT DETAIL
RIG
NOT
ALLEDDING & INITIAL BACI ILL SHALL BE INSTALLED IN BE TO 12- BALANCED LIFTS A MIN. 9' CLEARANCE SHALL BE
PROVIDED ON EACH SIDE OF THE INSTALLED PIPE
GRE1FERTHAN
LESS THAN 5'
CURB, GUTTER OR
SIMILAR STRUCTURE IN
THE PUBLIC
RIGHT-DF-WAY
(1) REGULAR BACKFILL
MIN. 6-TOPSOIL TO ENSURE
GMSS GROWTH IF NOT UNDER
PAVEMENT
I
Of B III
25 ec+12FIMINJ
q (2)"W ITORROWOREQUIV.
tJ GRANULAR MATERIAL
III
So =U OTSIDE DIAMETER ob" h
D = INSIDE DIAMETER
D = DEPTH OF BEDDING p
MATERIAL BELOW PIPE 'D
BL
W6 CRUSHED STONE OR
APPROVED EQUIVALENT
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PIACE
TYPICAL BEDDING SECTION — PVC & HDPE
(NO SCALE)
In' PREFORMED JOINT FILLER
O
ad
m
1r1" PREFORMED JOINT FILLER
TYPICAL
SIDEWALK SECTION
(NO SCALE)
B'STANDIM 3'-0"
CURB TAPER END OF CURB
PAVEMENT
SECTION VIEW
--- �V STANDINGICURB Ir END OF CURB
w. _ A
PLAN VIEW
CURB TAPER DETAIL
(NO SCALE)
1.5'. W11 H A.C. SURFACE
2.5"A.A.C. AS BINDER
B"-453 AGGREGATE
COMPACTED SUBGRADE MAY REQUIRE TREATMENT
BEFORE PAVING
STANDARD DUTY ASPHALT PAVING SECTION
(NO SCALE)
T FIBER ADDITIVE
. REINFORCED GONG.
4'JS35TONE
IMPACTED SUMO E MAY REQUIRE TREATMENT
:FORE PAVING
PAVING SECTION
NOTE: CONCRETE APRON AND CASTING SHALL BE
INSTALLED SO THAT THEY DO NOT
CONTACT THE LATERAL OR LATERAL CAP.
NEENAH R-1976 OR EAST MEAN 1578
WITH SEWER ON CASTING
6° PVC CAPS
36' A 36°
APRON
TRACER ARE
60 PVC PIPE
X 5° X 6°) TEE -WOE
4-CONCRETE
0 STONE BELOW CONCRETE 6' SEWER LATERAL
APRON TO PREVENT CLEANOUT TYPE 2
AP 453 AGGREGATE SEMI EXTEND TO
UNDISTURBED EARTH. (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
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AD A C(.p
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No
700219
$ STATE96F
YNDIANN�CA
SS/prypLw�
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
Schneider TYPE 2 CLEANOUT DETAIL
e
Know. what's belOW.
Call before you dig.
Wh in Iial Call
611 or 800-382-5544
& Pure aCCU'. 2 ass o W ,
PER INRVN STATC VAY IC III
D Is wool THE Law TO EMMVME
Nall wvmN THE UNCE OMUND
U)SWON EEFALE INTO (2) AMIKING
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SHEET NO.
C201
W16,0607