HomeMy WebLinkAbout0904.95.9CA,LYCNT
L)6 YIN
ZASKWZNT
AREAS NOT SUBJECT TO VEHICULAR TRAFFIC MAY BE BACKFILLED WITH CLEAN FILL
MATERIAL, FREE OF ANY ROCKS LARGER THAN 6" FROZEN SOIL. WOOD OR OTHER
EXTRANEOUS MATERIALS.—
JI' I I
I
L_
LAKE CROSS - SECTIONS
•8 CRUSHED STONE OR •8
OPTION 3 FRACTURED FACE AGGREGATE
uua7 TAMPED OR WALKED IN TO
HAMILTON COUNTY SURVEYOR'S OFFICE 1/2 (o.D.). 12" PER SPECS.
R=Vt3LD. I JUM 94_
STANDARD PLAN' 4- yK
A P P RO V E D -
___ C` G i'f 9 (BELOW THE BARREL
KEN q C WARD. HAKI.TOIN COUNTY 3L'RVEYOM =
r_
STR. •
• r
v
6" 22„
6"
. A
9,10,11,12
N/A
END SECTION
-- OUTFALL PIPE
NOTE!
1. N ACCORDANCE WITH INDIANA STATE
H04WAY SPECIFICATIONS
2. MN" CONCRETE COMPRESSIVE
STRENGTH 4000 P.S.I.
INLET TYPE "Al' DETAIL
NO SCALE
AREAS SUBJECT TO
VEHICULAR TRAFFIC
BACKFILL WITH CLEAN
GRANULAR MATERIAL
PER REQUIR -MENT OF
INDIANA r APARTMENT
OF HK,HWAYS
(MECHANICAL COMPACTION
TO 95/ PROCTOR DENSITY)
1/2 O.D.
3- MPL
(BELOW THE BELL)
•8 CRUSHED STONE OR
•8 FRACTURED FACE AGGREGATE,
BELL HOLE EXCAVATED
FLEXIBLE PIPE BEDDING DETAIL
NO SCALE PVC & HDPE PIPE
CASTING NOTE:
SEWER CASTINGS SPECIFIED IN THESE PLANS ARE
NEENAH FOUNDRY CO. CASTINGS. EQUAL CASTING
TYPES BY EAST JORDAN IRON WORKS, INC. MAY BE
SUBSTITUTED. LISTED BELOW ARE ACCEPTABLE
E.J.I.W. SUBSTITUTIONS.
R- 1712-8 -SP 1051 -3
R-3501 -N 7490 Mi
R -4342 8489
R -3501 TL -TR 7495 LH-RH
R- 1772-A 1022 -1HD
STORM SEWER
STR. •
NEENM CASTING TYPE
STR. TYPE
3,3A,5,6,8
R- 3501-N
STORM MAWiOLE
9,10,11,12
N/A
END SECTION
1100,86
R -3405
STORM MANHOLE
2,4,8A
R-4342
INLET TYPE A
STRUCTURE DATA TABLE
NORMAL TOOL ELEVATION
/CUTFALL PIPE
LAKE OUTFALL PIPE DETAIL
Graft • PW pion
1' HAC. Swfwe (Type"8r )
B 6
2m H.A.0 Binder (Aq% Size 8 )
Prepared v
Compacted 3ubgr+ods Cto r mpocted AgWegate *53
4' Composted A99rtpolt 02
TYPICAL PAVEMENT SECTION
Prepared
Composted Subgrade
TYPICAL GRAVEL SECTION••-
Canpocted AW"We '33
CompaOod Aff" t 02
AREAS NOT SUBJECT TO VEHICULAR TRAFFIC MAY BE BACKFILLED WITH CLEAN FILL
MATERIAL, FREE OF ANY ROCKS LARGER THAN 6" FROZEN SOIL, WOOD OR OTHER
EXTRANEOUS MATERIALS.—-,
4- MN.
GLOW THE BA RE
(SAO BEDONG)
RIGID PIPE BEDDING DETAIL
NO SCALE
Y
i I
ICI
I
I I
Y
H
PLAN VIEW
ao*"W Md on nutlet end
Togo wad on W «,d
D
C 9 -(D C)
9 rA.
r
3
b
coved (or torm;W to M t>ti
mm a at Stwrdad WorcW
Concrsb Pb* 06-W Dei7own
C 76 �� Clim -A- Corvsets
L A
LONGITUDINAL SECTION
t omewTE M ESE TH DO IECMNS SHUIl E THE SAE OW MO
S11E110W AS SKCtFFD FM ME? W4M COOETE "E.. RS1111
WMNArm C 79 CLASS L (• wet Out Y ft swwad spa
2 IE 111FOR ENT N TIE -C- FOIMOt 9ML1 E TIE SAE AS SPECFED
FOM WFOrFD COtal M AM DESCMATION C 7t. CUSS I FUR THE
SE OF CON ECTTM AM
S FM OR M itE T POIT101 SIIKl HAVE A 17i0S5 SECTi(IIAL
AMEA EMA TO THNT O' ONE LAYER OF STEEL N TIE 'C' SECTION.
4. T E EM ff PFE CLLVM Slou E FLA= N TFE COMCIETE DD
IECIIM 90 THAT TIE FLN LIES NE FLU TIE JOLT SHKl E
C(7/EE Y IE1ED VM MDMTML
S M
340M 44 FLL a0'E CWIICE TO THE SLOPE OF THE DO SECTION
M A 21DOMRF4914 TZISTIO( XTROMMELY V-V N LDCM
L VA) WM M MOWN • THE T1 xss 4 TIE cmatTE, THE
PoSM OF STEEL. No TIE KUM& CMAETER OF THE PPE SAL
COFOMMI TIM THE VAMIM M OME7190N5 AS PROVED M DE
nn FOR XWORM COKWTE C(LVERT. STOnj ORAII,
Am on WE AM WERATON C 71L
7.VE'E WIISED LIMY OLVERT OR CAST RON CLLVW PPE
6 USED, A ' PPE 00 SECIZIN • cowway To TENT AS Sim
FOR META. OR COOETE 91111 E RM N& D A•O SAKI E AS
API#OVED r TEE PInEt.'T 04MOR
LOW =TUG TRl E PAD FOR AT TIE CONTRACT LW PRICE EAO(
RN 'PPE DO =7101 - CONFUTE N PLACE NO ACCEP n
L CO CIP TE PE4 TO[ NO= SMI E FE0(IED ON ALL COOPETE
PPE SE:nomL THE o0sT THMOF 9MU E NMLOFD M TIE
COARACT UR FW PQ EACH FOR ' PPE DO SECTIONS,
7�0 3oi/
1..
CONCRETE
4:7 fi ., C I QO SECTION
PIPE
OVERT x
- - - - - -�
.L
Conpubd Mn4M of cJr.rt RIVap to be plead
Poe Mrptl( of advert I End SWAMI I an " sio" when
LwO (D) ed•d for an pier.
SLOPE DETAIL
I ( - -1 - -- 1
II ( II
1 \ - �`IV2' R
1 Vr R
SECTION Y - Y
I_ IrCtoC
Mla
HO&
b
Soft (See SMet WE-1)
SECTION A A
DUl
T (TT*,.)
A x
C x
At�
�
N
2•
R2
.•
•
j�
• e
`P.-
•
6-r
2'-a'
15
D V6-
r
1100
IV
2 1/4-
'r
0'
�4'
RIGID PIPE BEDDING DETAIL
NO SCALE
Y
i I
ICI
I
I I
Y
H
PLAN VIEW
ao*"W Md on nutlet end
Togo wad on W «,d
D
C 9 -(D C)
9 rA.
r
3
b
coved (or torm;W to M t>ti
mm a at Stwrdad WorcW
Concrsb Pb* 06-W Dei7own
C 76 �� Clim -A- Corvsets
L A
LONGITUDINAL SECTION
t omewTE M ESE TH DO IECMNS SHUIl E THE SAE OW MO
S11E110W AS SKCtFFD FM ME? W4M COOETE "E.. RS1111
WMNArm C 79 CLASS L (• wet Out Y ft swwad spa
2 IE 111FOR ENT N TIE -C- FOIMOt 9ML1 E TIE SAE AS SPECFED
FOM WFOrFD COtal M AM DESCMATION C 7t. CUSS I FUR THE
SE OF CON ECTTM AM
S FM OR M itE T POIT101 SIIKl HAVE A 17i0S5 SECTi(IIAL
AMEA EMA TO THNT O' ONE LAYER OF STEEL N TIE 'C' SECTION.
4. T E EM ff PFE CLLVM Slou E FLA= N TFE COMCIETE DD
IECIIM 90 THAT TIE FLN LIES NE FLU TIE JOLT SHKl E
C(7/EE Y IE1ED VM MDMTML
S M
340M 44 FLL a0'E CWIICE TO THE SLOPE OF THE DO SECTION
M A 21DOMRF4914 TZISTIO( XTROMMELY V-V N LDCM
L VA) WM M MOWN • THE T1 xss 4 TIE cmatTE, THE
PoSM OF STEEL. No TIE KUM& CMAETER OF THE PPE SAL
COFOMMI TIM THE VAMIM M OME7190N5 AS PROVED M DE
nn FOR XWORM COKWTE C(LVERT. STOnj ORAII,
Am on WE AM WERATON C 71L
7.VE'E WIISED LIMY OLVERT OR CAST RON CLLVW PPE
6 USED, A ' PPE 00 SECIZIN • cowway To TENT AS Sim
FOR META. OR COOETE 91111 E RM N& D A•O SAKI E AS
API#OVED r TEE PInEt.'T 04MOR
LOW =TUG TRl E PAD FOR AT TIE CONTRACT LW PRICE EAO(
RN 'PPE DO =7101 - CONFUTE N PLACE NO ACCEP n
L CO CIP TE PE4 TO[ NO= SMI E FE0(IED ON ALL COOPETE
PPE SE:nomL THE o0sT THMOF 9MU E NMLOFD M TIE
COARACT UR FW PQ EACH FOR ' PPE DO SECTIONS,
7�0 3oi/
1..
CONCRETE
4:7 fi ., C I QO SECTION
PIPE
OVERT x
- - - - - -�
.L
Conpubd Mn4M of cJr.rt RIVap to be plead
Poe Mrptl( of advert I End SWAMI I an " sio" when
LwO (D) ed•d for an pier.
SLOPE DETAIL
I ( - -1 - -- 1
II ( II
1 \ - �`IV2' R
1 Vr R
SECTION Y - Y
I_ IrCtoC
Mla
HO&
b
Soft (See SMet WE-1)
SECTION A A
DUl
T (TT*,.)
A x
C x
D x
E x
K
Ri
R2
iwom
e4t
'Mei¢It
12-
r
1 5'
'-3'
6-r
2'-a'
15
D V6-
r
1100
IV
2 1/4-
'r
0'
�4'
B -3'
r-8'
t5
12 Vr
tr
Mo
Ir
2 Vr
tr
'-r
6' -r
3 U'
tb
15 Vr
Ir
MO
2r
2 314-
tr
3'4-
E-3'
Y-Nl'
21
16 VD'
tY'
eM
24'
3'
r-0'
21-W
r-Y
4' -0'
2.3
16 3/16'
K-
1900
27-1
3 V4'
r -r
r-Y
B -3'
4'-6'
2-5
16 VV
14 Vr
2100
30'
3 Vr
T-r
r -10'
F -3•
5'-('
2A
to Vr
tY
2400
33'
3 3/4•
T -r
3'-6'
B -3'
S-b-
3.1
23 3/4
T7 Vr
4100
36'
4'
T -Y
31 -r
8-31
C-(r
14
24
20'
4200
x Tolerance + To
PRECAST CONCRETE END SECTION
NOT TO SCALE
a� -
`0t T
Low
• r
.
� b CoT 1eb'
r
2a'
C01VC.PE77E POGL CU.PB G41TTE.47
"DON'T DIG BLIND"
1- 800 - 382 -5544
CALL BEFORE YOU DIG
F11 SAYO COWACTID S
TO 951 STADARD PROCTOR
1ETH00
PPE
LONGITUDINAL SECTION
NOTES: 1.) CONTRACTOR i0 CONSULT SPECIFICATIONS FOR
COOK*ATtCN OF YATERSAI-S TO BE USED.
TRENCH SECTION UNDER PVMT.
NO SCALE
EXISTING GRADE
3 � timt. 5/1
I '
UNDERCUT SWALE BY 0.2' TO PROPOSED GRADE —/
ALLOW FOR FUTURE SILTING
TYPICAL SWALE DETAIL
NO SCALE
Sr
1 1 i P
Srlm W
R t1
QWASPERRA
ELEVATION
STRAWBALE FILTER DETAI
DETAIL 1911
SLOTTED
TEiFORAMY
1W GM
• SEE STRLICTLK DATA TALE FOR CAST•F t PE
TEMPORARY SETATKNN SLAP
WITH RISER DETAIL
DETAIL "All
^r^ ^T ^ ^M INFORMATION FOR CASTIN
PAVEMENT
f' E
Ln
CONNECTION
3' MIN. A
) j
:CAST CONC.
BOX
GROUT
BENCH
PRECAST SHALLOW INLET
NO SCALE NOTES:
TOPSOIL BACKFtLL-
SYNTHETIC FILTER FABRIC-
0 8 WASHED
GRAVEL I.S.H.A. SPECS
or Wi
Per Plan
I
3 , 1
' Irl07t.5/,
I 3
I
I 1
I
I
REPLACE TOP 6" W /TOPSOIL
(n
SLOTTED PLASTIC PIPE MIN .---�
0.5% GRADE TO PIPE
Drop inlet with grate
2—
e�
•
Compacted soil
Staked
Jun. Jul. —gu .
straw bale
Dec.
—
to prevent piping
Pr. p
Sediment•Iaden
Filtered
p
runoff water
water
- --
-
- - -
ISeeding
I- - --
-
-
--t-
I
--1
I Dormant
(Seedlrrr
Staked straw bale
-
-
Itwo stakes per bale',
-
0- INLET PROTECTION DETAIL
SEE DEVELOPMENT PLAN
4" FOR INVERT ELEVATIONS
SWALE UNDERDRAIN C ETAIL
NO SCALE
StaUliZation
ProCll� —
2—
e�
-[vim
!
�'
Jun. Jul. —gu .
Nov.
—
Dec.
—
- --
-
- - -
ISeeding
I- - --
-
-
--t-
I
--1
I Dormant
(Seedlrrr
I --- - --
-
-
- --
-
- - -
-- -
-
--i
Te+rWary
"•,"r
I Seeding
I-- —
—
—
—�w
—
—
r�:`• // /ICI • �__ __
I
(
I MulcMng -
- -- —L —L — - -� —j— — — - t
A - KefAxky Bluegrass 40 Ibs /acre; Crepang Red Fescu: 40 /bs /ocrf* plus 2 tow straw
muloV re, or add Annual Ryegross 20 Ibs /acre.
B - Kan) ucky Bluegrass 60 lbs /acre; Creeping Red Resaae 60 lbs/ocre; plus 2 tons straw
mulch acre, or add Anna Ryegrass 30 lbs /acre.
C - Spr/ng Oats 3 &Astld/ocra
D - Wheat or Ryla £ bushel loan
E - A vwl Rytagrass 40 lbs/acre. (I 16.11000 sq.ft.)
F - Sod
G - Straw Mulch 2 tans /acre.
x /1 /x IrrigWon needed during June, July, and /or Wairu5er.
_= Irrlgatlon needed for 2 to 3 weeks after opplying sad.
SEEDING CHART
NOTE=
THE Cr""AN CONTROL MEASURES SHOW1' iiER'c N Afc
BASED ON INDUSTRY ACCEPTED PRACTICES TO MEET
THE REQUIREMENTS OF RULE 5. THE CONTRACTOR
IS RESPONSIBLE TO MEET THE REQUIREMENTS OF
RULE 5 USING THESE OR OTHER MEAiSUKS AS NEEDED
Revisbns and Dogs 4''�, —
Drown by= •' PP td 1. d
No. 910023?
Chocked by=
STATE iX 44�'� - - RtrptP,LNT -LANG PLAMlMG
'•i�fS''•: �•'•1,�• V`���•I'
kYTaYn SriMI *rI1rj do xa 4W
`
Afoved by= 'fj��l ri �. ,�.��ux
pp t3f/1(i4a8S2 fads (9p1fJ2'SO t
Date= �EP�l�ER l4t►199�
Titles
-J
(3 KB P fffllr
t PL)', *
c
s4cw •lot+ No.= 94SO51 sleet 7 at ;