HomeMy WebLinkAbout098-95 SP Trails at Avian Glen Sec 9 & 10 Standard Details1
R/W & PAVEMENT
R/W Line
EXISTING GRADE SHOWN IN
PROFILE IS AT THIS POINT 50'
CURB GRADES SHOWN IN PROFILES
ARE, AT THIS POINT
R/W
10-112" FROM BACK OF CURB 26' OR 30•' FROM BACK TO BACK OF CURB 10 12" FROM BACK OF CURB
^ !
I REv
T' 4' 2 BITUMINOUS
SURFACE 2 4
CONC. CONC.
CONC' CONC
CURB' s —K
WALK CURB \
52::t
1/4• PER 1'
1 4 PER 1'
1/4" PER 1' (Min.)
3
- - -
_.-
1
MI ._ x
'rt
24'
TYPICAL CUT AREA
-- TYPICAL FILL AREA
i`.
TYPICAL 2'-0" CONC
24"
ROLL CURB & GUTTER l UNDERDRAIN (TYP)
1" X111 HAC SURFACE COURSE
(SEE DETAIL)
/ 3" X19 HAC BINDER COURSE
PREPARED SUBGRADE COMPACTED
9" #53 COMPACTED STONE BASE
TO 93% MODIFIED PROCTER
(MAX 3" LIFTS)
TYPICAL
STREET SECTION
NO SCAI-E
( HAMILTON CO
4 5•
b
6' lin
^ !
I REv
I
3• TOPSOI
R -1772-A
MANHOLE
GRADED AREAS
52::t
24-
4'102,-3
102- - 3HD
R -1772-C
MANHOLE
TRAFFIC AREAS
24"
24'
COMPACTED SUBCRAN
MAY BE POURED
ROLL CURB
MONC1.1IME MTK
24"
CONCRETE STREET
3-
R -3501 -TL -TR
24'
FLOW LEFT OR RIGHT
25"
27"
h; INE 0.'R6 THE 3'+ r - -h
-
Elf rILLEf M1 yp'Ar4,uc'F F'I
SWALES
Rft"14CO EIEv-Ah 4.j[,_ 0—TE;
23"
Ni' `� I,:-Icr 4'
I
ROLL CURB
`t
NO SCALE
4' NTS
---- BACK OF CURB
CONC. CURB
I .
PLUG END 1 0 x Mrs
FOR FUTURE 6" UNDERDRAIN
CONNECTION
6" DRAIN TILE
TO EACH LOT (TYP )
UNDERDRAIN LATERAL
NO SCALE
EARTH OR SIDEWALK SURFACE
/ -CONCRETE CURB
------ `?CCB., • , }:. � . .
14- S INSTALLATION REQUIRED
2 BOTH GIDFS OF All PVMT
•
0
M8 WASHED GRAVEL1
'cv
SHAPED BOTTOM t
6 MIN
PIPE MATERIAL
SHALL MEET GENERAL INDUSTRY
STANDARD
---
STANDARD FOR CONCRETE.
CORRUGATED METAL, PLASTIC. OR 4" MIN
APPROVED EQUAL. OPEN JOINT
OR PERFORATED
PIPE UNDERDRAIN DETAIL
NO SCALE HAMILTON CO
yAY BE FLOWABLE MORIER
)T SPEC 213 OR /2500
DY mix CONCRETE
R/W Line
EXISTING
•
6'-0' BETWEEN TRANSVERSE JOINTS
EXPANSION JOINT 1/2" PREFORMED
JOINT FILLER
d �
TRANSVERSE JOINTS -�
48'-0"
MAX. EXPANSION JOINT SPACING
PLAN
BACK OF CURB 2'- 0 4'- 0PROPERTY LINE
Min, Min, 4'
Min, 4' TOPSOIL
• BACKFILL PREPARED SUBGRADE
SECTION
• 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
SUBGRADE UNDER ALL CURB. SIDEWALKS. AND DRIVES SHALL BE
COMPACTED IN ACCORDANCE WITH SECTION 207 02 OF THE STD SPECS.
TYPICAL SIDEWALK DETAIL
NO SCALE
THIS TYPE OF CONCRETE ENCASEMENT THIS TYPE OF CONCRETE ENCASEMENT
IS USED WHEN STORM SEWER IS IS USED WHEN EXCAVATING IS DONE
BELOW SANITARY SEWER WHERE SHDWN JUST ABOVE SANITARY SEWER WHERE
ON PROFILE SHOWN CIN PROFILE
SANITARY SEWER
CONCRETE ENCASEMENT DETAIL
NO SCALE
21 1/4"
2 112- 23-
1 1/4-
20
.fats RFL=►--=- =—fi
I 33" 33"
SECTIONS
TOP OF CASTING (T.C.) GRADE
SHOWN ON PLANS IS AT THIS POINT
5' 5'
09
0
C 2a -
t DITCH GRATE SETTING DETAIL
NO SCALE
/--SANITARY SEWER
---WATER MAIN
PLAN
3
1Q. MIN. 10* MIN.
I
`_ _ WATER MAIN
SANITARY SEWER c
1 CLASS 22 MECH JOINT l
CI OR CLASS 2 DI PIPE
CONC COLLAR k COUPLINGS
FLEXIBLE COUPLING OR ADAPTOR USED WHEN LESS THAN
18' OR IN CASES WHERE
ELEVATION WATER IS BELOW SAN SEWER
NOTES:
Water and sewer crossings and seperotions shall be in accordance with
Ten State Standards and local codes
There shall be no physical connections tfetween o public or private water
supply system and o sanitary sewer or oppurtenonces thereto which would
Permit tre passage of any polluted water Into the potable supply. Sanitary
sewers shalt be laid ten (10) feet horizontally from any esisting or proposed
water line The distance shall be measured edge to edge in cases where it
Is not proctrcol to maintain o ten (10) foot seperotion, the appropriate
reviewing agency may allow deviotion on a cose-by-cose basis if supported
by data from the design engineer. Such deviation may oiiow installation of
the sewer closer 10 a water main provided that the water main Is in a
separate trench or on on undisturbed earth shelf located to one side of
the sewer. and of an elevation so the bottom of the
water main is at
least 18 Inches above the top of the sewer.
Sonitory sewers crossing water mains shdli be )did to provide o minimum
vertical seperotion distance of 18 inches between the outs de of water main
and the outside of the sewer. This shall be the Case where the water main
is either above or below the sewer The crossing shall be arranged so that
the sewer pints will be equidistant and q# for as possible from the water
main )pmts Where o water main crosses under a sewer, adequate structural
Support shill be provided for the sewer to prevent damage to the water main.
When it Is Impossible to obtain proper horizontal and vertical seperot,on as
stipulated above, the sewer shall be designed and constructed equal to water
pipe. and shall be ^ressure tested to assure water tightness prior to bockfilling,
MIN. CROSSOVER & SEPARATION
E (WATER MAINS & SANE SEWERS)
DIMENSIONS OF GALVANIZED STEEL END SECTIONS FOR ROUND PIPE tFa><<
PIPE DIMENSIONS IN INCHES
DIA IN --
MC HES GAGE • 2 i RIMAt1) N t 1-
IN ACHES
AAWRaII
SI OPE
6�'
L t 1 1.'2 w t 2•
r
_
S'C P'PC S.:E • CONN USAGE
GAL•AN E: S'EEI P•Pf
Type Co"^ -- - P -` -
Pro,
STANDARD CONNECTIONS type / 1 Shall Be Connector Lug III threooed Rod
Tine N 2 Gnoti Be ThroWed Rod Wih Rod Holder
Type 0 3 Shoal Be R..et•d Or Bolted Connecl.on
NOTE Standard D,menslors For Golvon'red Steel End Sec+bns For PVe-Arch and General Construction
Notes May Be Fouad On M,sc Stondwds Sheet E Doted July.1972, for The Indiana
State Hlgh•oy Slondord SPec,lcot,ons k Indlnopohs DO 1 510 pion 32-02 Doted Mach, 1972
Doom
Or
Finish Grode nc4 Seo— L)r R,,reld Spon
Stub Shrill Be Used with f "j
BocG htl To SIJ Steel Eno S!c 1•on —{
Outlet Elevation
&th RIp-Rof I L Balis Cd R�.els
_ Slope �.-
11
1'.4_i M 1� - Roll (h Weld TO 1
L-- Toe F'lale Golvan,zed
410 -,o Meiji (ISHA SO*( ) Shirt Lip Stee ` _._L
�8
T Ecol Cross Section Ai W A
Typical Elevation pPe Or P.pe-Arch With #3 ~
Conn To Lock, Seam Or
Riveted Stub Typical Pion
NOTES
END SECTIONS AND TOE PLATE ANCHORS SHAH CONFORM TO ALL APPLICABLE RECKJIREMENTS AS
SET OUT IN THE STANDARD SPECIFICA70LWS
2 1/4 -
If ALUMINUM ALLOY PIPE CLIE1,ERT IS FURNISHED, ALUMINUM ALLOY END SECTIONS SHALL ALSO BE
- USED AND ALL COMPONENTS PARIS SHALL BE ALUMINUM ALLOY AS SE I IN THE STANDARD SPECIFICATION$.
5'
2 1/2- —� MULTIPLE PANEL BODIES SHALL HAVE EAP SEAMS WHICH SHALL BE T16HILy JOIN IED will 3/e" Dio
IGALVANIZED RIVETS OR BOLTS
19'
CUTWASHER �Y� THE TOE PLATE ANCHOR SHALL BE CONSTRUCTED OF 10 GAGE GALVANIZED STEEL AND BE REQUIRED
ON All STEEL PIPE END SEC HoNS IT SHALL BE MAL -HED -PUNCHED TO III HOLES IN ShtRI LIP, AND
SUPPLIED LOOSE. COMPLETE WT/4 3,6- D,a GALVANIZED BOLTS COST THEREOF SHALL BE INCLUDED too
4-( �--j DHE CUNIRACT UNIT PRICE li EACH FOR
13/16 -PIPE ENL) SCC iILN1'
_� � \T=9 I=_=J - E
WHERE VITRIFIED CLAY CViVERT OR CAST IRO_N CULVERT PIPE IS USED A PIP[ ENO SECTION COMPARABLE
3/4- D,o BAR TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE AS APPROVED BY IHE ENGINEER
I- SPHERICAL RADIUS END SECTIONS WILL Of PAID FOR AT THE CONTRACT UNiT PRICE FOR -PIPE ENO SECTION' COMPLETE
IN PLACE AND ACCEPTED
HOOK BOLT AND NUT PIMPLED CONN[CIIUN BAND MA, BE USED TO CONNECT PIPE END SECTION TO HELICALLY CORRUGATED PIPE
SPECIFICATION FOR HOOK BOLT AND NUT
HOOK BOLT MATERIAL SHALL MEET THE CURRENT AS IM A-307 THREADS SHALE 9E AMERICAN STANDARD
COARSE THREAD SERIES, CLASS II FREE FIT B(1L1$ SHALL BE GALVANIZED TO MER CURRENT AS I M
SPECICATION A-157 THE THREADED PORTION SHALE NOT PR[V[111 TURNING INC N111 BY HAND NUT AND
WASHERS SHALL BE CARBON STEEL HOT CNP GALVANQfD t0 MEET ASTM SPECIFICAIKJR A_153
NUT THREADS SHALL BE AMERICAN STANDARD COARSE THREAD $ERIE$ ( 1161 Mor OVERSIj[ )• CLEANED
AFTER GALVANIZING 10 PROVIDE A FREE RUNNING FIT ON THE CLASS 11 BOLT NUT$ SHAi.L O[ 1 1/4' ACRM
FLATS 13/16 THICK, CURVE CROWNED 10 APPRO■IMATEL T 1' RADIUS
1
STANDARD STEEL END SECTION
NO SCALE
1. Cups RAMS ILOK SIEALL BE 1:17
_. FLARED WE SL opt 944L 6E 1: 10
•3. DETECTABLE NAmisim REWIRED FILL Or VOIN A DRAIB
4. sARNHc SLMAC( pEAL1 DE TRUNCATED DOMES (SIE DE1Al)
StIRFA4 SFLALL CONTRAST MAUY NTH ADJONK SURFACE
B. 510( FLAMES DO NOT REIaW TRUNCAIED DMS
7. ARB FLITS APO RAifS ARE REOUIRED • ALL ROADWAY KIRSECIM
6 alM INET GRATES MAY MELD TO BE CFTSEl TO PEW7 EASY ACCESS
TO RAMPS, CONTACT ENOPM CF ANY REIOCJEXRS KOLOICD.
• USE 31AI Vr?r a EOOAL
a� si�=u. _
ho °
0 0 0
O°0o00JO O°O°00
01c,000C
Ooot
0
275'
2 RMSED T1RJtIFAT D DOMES
DONE DETAIL
A.D.A. CURB RAMP DETAIL
-�►asc.�u
//
• �/v/\\i/\\iii\//�\/\\'�\
EJIW
NEENAH
TYPE
USE
A I
B
10,22-1 HD
R -1772-A
MANHOLE
GRADED AREAS
24"
24-
4'102,-3
102- - 3HD
R -1772-C
MANHOLE
TRAFFIC AREAS
24"
24'
7490-M1
R -3501-N
ROLL CURB
LOW POINTS
24"
24-
4"7495-LH-RH
7495 -LH- RH
R -3501 -TL -TR
ROLL CURB
FLOW LEFT OR RIGHT
25"
27"
6489
R-4342
DITCH GRATE
SWALES
23"
23"
I
`t
MIN. THICKNESS FROM�
"" M INFORMAT'nni Ino me TIOI
PAVEMENT
:ONNECTION
3. MIN )
--CAST CON(
BOX
GROUT
BENCH
PRECAST SHALLOW INLET
NO SC ALE
A or B I
E STEPS REOUIPED
M WHERE DEPTH E1ICEEDS
6USE NEENAH
1� R-1951-1 OR EpUAc
RCP
OUT
FLAT CAP
48' PRECAST RISER
t REINFORCED CONCRETE
RCP
IN
PRECAST OR MONOLITHIC BOTTOM- \ GROUT
`CONCRETE THICKNESS
6'- UP TO 8' DEPTH
8'- UP TO 12' DEPTH
12-- OVER 12' DEPTH
SPECIAL SHALLOW MANHOLE
NO SCALE W1 FLAT CAP REDUCER
NOTE STRUCTURES TO BE CIRCULAR
UNLESS OTHERWISE SPECIFIED
E,AW
NEENAH
TYPE
USE
A
B
1022-1 HD
R -1772-A
MANHOLE
GRADED AREAS
24
.14-
10,12-3 HD
R -1772-C
MANHOLE
TRAFFIC AREAS
24
24'
7490-M1
R -3501-N
ROLL CURB
LOW POINTS
j4-
24"
6489
P-4342
OITCH GRATE
SWALES
1 23"
23'
ZK
T— -B MAX 8 OF CONC RISERS — A
-----
1/2- MORTAR GROUT 'C' EM wio REFERS
(SIDES k TOP OF - - - TO MA)(IMUM RPE 5121
ADJUSTING RINGS) I R/ 45 OR LESS ANGLE.
PRECAST 90' MAY BE MORE
c REINFORCED
3 CONCRETE
21-
- 4' O-
D - STUPS RE6-Uiii D 24- 4'-p•
wHEPE DEPTH EIICEEDS 27- 4._0
I-+ 6 ';SE NEENAH _
CL A- R-1981-1 OP EQUAL 30
_
4-4
> D 36- S --O'
- - 42- 6.-4.
CL
RT
0 54 16-6
il
eE C H
CONCRETE THICKNESS—/PRECAST BOTTOM SECTION
6'- UP TO 8' DEPTH
8 - UP TO 12' DEPTH
12'- OVER 12' DEPTH
STORM MANHOLE
hG s' --ALL W/ CONE TYPE REDUCER
EXISTING GRADE
-- Maio. 5/1
--T-"= l ice, �. f�.� il`r _
--T_ -
\ PROPOSED GRADE
UNDERCUT SWALE BY 0.2' TO
ALLOW FOR FUTURE SILTING,
TYPICAL SWALE DETAIL
NO SCALE
2500# CONC. x WIDTH OF EIUD SEC%101,1
To"
MIN
CONCRETE ANCHOR DETAIL
NO SCALE
CONTRACTOR SHALL PLACE A 5'
POST EXPOSED 2' MINIMUM O
GRADE DIRECTLY ABOVE LATERAL
END. POST TO BE PAINTED RED
TO ASSIST IN LOCATING LOCATION.
NOTE. DEPTH OF PIPE AT PROPERTY UNE TO
BE APPROXIMATELY 9' BELOW ESTABUSI
GRADE EXCEPT WHERE A MIN. GRADE
1.007. FROM MAIN SEWER FIXES A LESS
DEPTH
6' PVC PLUG
SEALED IN PLACE
NOTE:
MAGNETIC LOCATOR TAPE
TO BE PLACED AT END OF
EACH LATERAL
NOTE:
BEDDING REQUIREMENTS FOR
LATERALS SHALL BE THE SAME
AS FOR MAIN SEWER UNE
PROPERTY UNE
PLAN
6' PVC PIPE PER SANITARY
SEWER SPECIFICATIONS (SDR 35)
MINIMUM GRADE 1.00%
ISOMETRIC
LONG RADIUS CURVE
SANITARY LATERAL DETAIL
NO SCALE
FINISH GRADE
REPLACE EXCAVATED MATERIAL
::.... COMPACTED /8 STONE
-- BEDDING MATERIAL TO BE COMPACTED X18 STONE
D 1
24" NOTE: FOR ROCK OR OTHER INCOMPRESSIBLE
- MATERIAIS, TILE TRENCH SHOULD BE OVER
EXCAVATED A MINIMUM OF 6" AND REFILLED
W/08 STONE. ALL FILL IS TO MEET CARMEL
DEPT. OF PUBLIC WORKS STANDARDS.
1
SANITARY BEDDING DETAIL
NO SCALE
PLAN
J
NOTE:
G-
IN
MANHOLE CONFORMS
r
I
WLO
TO ASTM C-478
JOINT CONFORMS TO
NEENAH R-1642 CASTING W/ SELF
m
[ CV
ASTM C-443
SEALING UD do CONCEALED PiL11C HOLES
AND STAMPED 'SANITARY SEWER"
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Li x
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`i BUM RUBBER BASE
EXTERIOR BACKPLASTER
FINISH GRADE TO DRAIN
AWAY FROM CASTING
W
c�
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\\
v MATERIAL 1/4't 1/16' 3" MI4
�o
`t
MIN. THICKNESS FROM�
I
PRECAST CONCRETE ADJUSTER
I
iL
F
2' BELOW TOP OF CONE �
RINGS 4" MIN. -12' MAX.
� Q
TO CASTING, PER SPECS. 2 -
U z
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N
POLYPROPYLENE OR
7 ECCENTRIC CONE SECTION
� W
I Q
z
PLASTIC COATED CAST
C-) Q
1e' MAX O-RING GASKET BETWEEN
--
CV 7
I
IRON STEPS
ALL RISER AND CONE
SECTIONS, PLUS 1/2"
SEAL EACH JOINT WJ91SMATIC MATERIAL
EXTRUDABLE GASKET
6- ABOVE h BELOW EACH JOINT (INSVE
(KENT SEAL OR EQUAL.)
JOINTS TO BE FQ1FD W/PRECO' PLUG
_
MATERIAL
24' MAX.PRECAST
CONCRETE SECTIONS
V1
L
FLOW CHANNELS THROUGH /
MANUFACTURED CASKET OR
MANHOLES SHALL BE U -SHAPED
BOOT AROUND PIPES
_�
CL
W/'BEN CH WALLS EXTENDING TO
CONC. BASE
CROWN OF PIPES.
!
-
3' MIN.
-6" FOR DIA OF 4
W
W
8' FOR DIA GREATER THAN 4'
C
LATERALS ENTERING MANHOLE SHALL
BE PLACED AT BENCH LEVEL
y4 0 0 12" O.C.-S.W.
GROUT BENCH
5"
4'-0" DIA.
MIN. 1/2' PER
6' OF #8 STONE BEDDING
FOOT SLOPE
SANITARY SEWER MANHOLE
No SCALE
T— -B MAX 8 OF CONC RISERS — A
-----
1/2- MORTAR GROUT 'C' EM wio REFERS
(SIDES k TOP OF - - - TO MA)(IMUM RPE 5121
ADJUSTING RINGS) I R/ 45 OR LESS ANGLE.
PRECAST 90' MAY BE MORE
c REINFORCED
3 CONCRETE
21-
- 4' O-
D - STUPS RE6-Uiii D 24- 4'-p•
wHEPE DEPTH EIICEEDS 27- 4._0
I-+ 6 ';SE NEENAH _
CL A- R-1981-1 OP EQUAL 30
_
4-4
> D 36- S --O'
- - 42- 6.-4.
CL
RT
0 54 16-6
il
eE C H
CONCRETE THICKNESS—/PRECAST BOTTOM SECTION
6'- UP TO 8' DEPTH
8 - UP TO 12' DEPTH
12'- OVER 12' DEPTH
STORM MANHOLE
hG s' --ALL W/ CONE TYPE REDUCER
EXISTING GRADE
-- Maio. 5/1
--T-"= l ice, �. f�.� il`r _
--T_ -
\ PROPOSED GRADE
UNDERCUT SWALE BY 0.2' TO
ALLOW FOR FUTURE SILTING,
TYPICAL SWALE DETAIL
NO SCALE
2500# CONC. x WIDTH OF EIUD SEC%101,1
To"
MIN
CONCRETE ANCHOR DETAIL
NO SCALE
CONTRACTOR SHALL PLACE A 5'
POST EXPOSED 2' MINIMUM O
GRADE DIRECTLY ABOVE LATERAL
END. POST TO BE PAINTED RED
TO ASSIST IN LOCATING LOCATION.
NOTE. DEPTH OF PIPE AT PROPERTY UNE TO
BE APPROXIMATELY 9' BELOW ESTABUSI
GRADE EXCEPT WHERE A MIN. GRADE
1.007. FROM MAIN SEWER FIXES A LESS
DEPTH
6' PVC PLUG
SEALED IN PLACE
NOTE:
MAGNETIC LOCATOR TAPE
TO BE PLACED AT END OF
EACH LATERAL
NOTE:
BEDDING REQUIREMENTS FOR
LATERALS SHALL BE THE SAME
AS FOR MAIN SEWER UNE
PROPERTY UNE
PLAN
6' PVC PIPE PER SANITARY
SEWER SPECIFICATIONS (SDR 35)
MINIMUM GRADE 1.00%
ISOMETRIC
LONG RADIUS CURVE
SANITARY LATERAL DETAIL
NO SCALE
FINISH GRADE
REPLACE EXCAVATED MATERIAL
::.... COMPACTED /8 STONE
-- BEDDING MATERIAL TO BE COMPACTED X18 STONE
D 1
24" NOTE: FOR ROCK OR OTHER INCOMPRESSIBLE
- MATERIAIS, TILE TRENCH SHOULD BE OVER
EXCAVATED A MINIMUM OF 6" AND REFILLED
W/08 STONE. ALL FILL IS TO MEET CARMEL
DEPT. OF PUBLIC WORKS STANDARDS.
1
SANITARY BEDDING DETAIL
NO SCALE
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