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CERTIFIED BY
DATE
FARTFRN FNGINEERING. 2-86. DPS -3G10 502624
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geA4,t / '•--Z.,000 1
REVISIONS
J
—STEEL FEN::EPOST
(for tsmporory protection)
DITCH GRATE CASTING SETTING DETAIL
PLAN
SECTION
NOTE MANHOLE CASTINGS SHALL BE
NEENAH R -1772-A or EQUAL
FINISH GRADE TO DRAIN
0.11 AWAY FROM CASTING
1
111 I — MAX. 8" CONC. RISERS TO
ADJUST CASTING TO
DI MATCH FINISH GRADE
I/2" MORTAR GROUT
(SIDES a TOP)
COMPRESSION JOINT (TYP)
(ASTM C-433
MANHOLE STEPS
16"O.C.NEENAH
0 1980 C o, equol )
r REINF CONC. PIPE OR
-RADIAL CONC. BLOCK.
CONTINUOUS FL.THRU H.
2i1 GROUT SLOPE
SEWER 'MPRESSION JOINT
0.3
LATERALS ENTERING M . CONC. BASE.
SMALL BE PLACED AT 4 --COC DiA Ef' q°
BENCH LEVEL.
STANDARD MANHOLE
FOR SANITARY SEWERS AS ILLUSTRATED
NOT 70 SCALE
Ct►ST I N C
A B
SET
FLUSH W/ FINISH �pST JORDAN CASTING 1570 or EQUAL
I GRADE --� /--
R -2544 -EI
27 D1unETER
'
4
247-1
y
R -j501
25
27"
l• .
L
z
a,
a
>
a
W
�
Z
W
-
m
DIRECTION OF
FLOW
R-4342 Ditch Grate, Stool Type
'-CA
8'x 611x 611 TEE
M•dwm Duty - ,mol wefyhe 190 iovd+
E.1
Z1
20
SUBSURFACE DRAIN (SSD)
RISER DETAIL
NO SCALE
TDP OT -7i (T.L*1 WkME
DITCH GRATE CASTING SETTING DETAIL
PLAN
SECTION
NOTE MANHOLE CASTINGS SHALL BE
NEENAH R -1772-A or EQUAL
FINISH GRADE TO DRAIN
0.11 AWAY FROM CASTING
1
111 I — MAX. 8" CONC. RISERS TO
ADJUST CASTING TO
DI MATCH FINISH GRADE
I/2" MORTAR GROUT
(SIDES a TOP)
COMPRESSION JOINT (TYP)
(ASTM C-433
MANHOLE STEPS
16"O.C.NEENAH
0 1980 C o, equol )
r REINF CONC. PIPE OR
-RADIAL CONC. BLOCK.
CONTINUOUS FL.THRU H.
2i1 GROUT SLOPE
SEWER 'MPRESSION JOINT
0.3
LATERALS ENTERING M . CONC. BASE.
SMALL BE PLACED AT 4 --COC DiA Ef' q°
BENCH LEVEL.
STANDARD MANHOLE
FOR SANITARY SEWERS AS ILLUSTRATED
NOT 70 SCALE
Ct►ST I N C
A B
Fk-1772-A
ZS- DINwLTER
R -2544 -EI
27 D1unETER
R.3010 -A
4
247-1
5
25
R -j501
25
27"
= D
Z4-
2'1'
4El• 4'-0
3G r -
5.r•
4a• r.rr
No'ye: DTRUc Tu REi To 6E CIRCU-F fk v� L ESS
pT.�ERw.Sw iPwC.G.ED-
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MAX • 6R 6c K
B TE c[•tiE.rT P1.AST41Tfw
•. r
PRE NPOIICE0 - STE Ps RL9 u.RGo ��
O.••CR ET>• ,1.� vwCRE DEPT"x"*
C-�
USE Lt.,
(CG.+CRETE HR.cx ,-� R- 1961- 1 oR IQLL
' OPTIOw�I�
D
D
.: `+ f h
j03• GwovT xR .L �• �`-�n 7.
CC.JC RGTC PAO
L' UP TO S' DEPTH '
E• -A -.2' DEPTH
.2 --OVER 12 DEPTH
STORM MANHOLE f DEEP INLET
N T S
1�
O•
�4R/ES SCE Pli�•r,/• • l
.r.
TY�,1exz- Pz�--TF�YT/ON z-1,q/<E 5ECRON
EXISTING GRADE
/ PROPOSED GRADE
UNDERCUT SWALE BY 0.Z'
TO ALLOW FOR FUTURE SILTING
TYPICAL SWALE DETAIL
SCALE NONE
-- �
Typical
PROFILE VIEW
L
PLAN VIEW -
For Length and Width Ste -Plans
TEMPORARY SILTING PIT
( Ps r i odic Cleo Hrg R fir ed )
ANGLE FIRST STAKE TOWARD
PREViOWSLY LAID 11ALE .
� ��.��••� 'fro
• CHINK GAPS
17 1
I
4.
P,
�,,} . r� ^•^ WOOD STAKES 1.9'-2.0'
SECTION
STRAW BALE DAM DETAIL
PAULI CRIPE,INC CIVIL ENGINEERING TECH. CHK. DRAWN BY SCALE DATE CLIENT
717• LAND SURVEYING �1 A15dorms 1z -3o a� TE�XO COWT/ES
2 GRAHAM ROAD • ARCHITECTURE DFTNG. CNK. DRAWING TITLE
INDIANAPOLIS, INDIANA 46250 . LAND PLANNING ��%�/L. J�'f'��%
(317) 842 - 6777 -
Secding Sneclflcatlons:
1. Scales/Grassed lfaterways: Permanent seeding shall take
place between March 1 and May 15 or from August 10 to
October 15 with the following per acre:
25if Kentucky 31 Fesque
151 Kentucky Blue Grass
10001 12-12-12 Fertilizer
30001 Mulch (Straw)
2. It grades are established between May 15 and August 10, a
temporary seeding consisting of 401 of Annual Ryegrass
shall be planted per acre.
3. If grades aro establlshod between October 15 and
December 30, either Rye (grain) or hheat may be used at the rate
of 2 bushels/Ac. Oats may be used for early spring planting at the
rate of 3 bushols/Ac. All grabs should be cut at time of
permanent seeding. All grains should be cut prior to seed
maturing.
4. If temporary seed ing Is establlshod prior to permanent
seeding, the mulch may be eliminated except In "Dare"
areas.
5. If grading occurs during December, January, or February,
no seeding to take place tlII spring planting time;
however, It Is Imperative that all sediment filters and
traps are In place prior to bulk oarthmoving or
clearing.
6. All areas along street (approximately 25 foot behind
curb) shall be seeded the same as swales.
7. All lots where grading has oeeured, shall be seeded with
the temporary seoding process.
8. All dates shown are nominal, and may be varied with concurrence of
the Engineer or the Local SolI Conservationist.
;oll Frosionrontral_Summary
The following Is a list in sequence of constructlon activities to control soil
erosion:
1. Contractor shal I. Install sedlmont traps and straw bale
filters, as shown.
2. Mass grade the site (sides of swales, mounds and ponds to
be seeded and mulched Immedlately upon completion).
Temporary seeding shall be recommended for all swaIas and
disturbed areas that cannot be final seeded within a time
period that wlII prevent slope erosion. For tumporary
seeding the contractor shall utilize a fast growing soed
of either oats, annual ryegrass, wheat or ryo depending
on time of year. Disturbed areas should be kept to a
minimum at all times.
1
3. Contractor shall control mud accumulation on all streets
surrounding project by installing stone surface at all locations
where construction traffic leaves the site. Dust shall be kept
to a minimum by utilizing sprinkling, Calcium Chloride,
yogetaTivo cover, spray on adhesives or other approved methods.
4. Maintain all filters and ,traps during construction to prevent
any blockages from accumulated sediment. Additional seeding
and straw bales may be required during construction as specified
by Engineer or Soil Conservation Service. Rlp rap shall be
placed in areas of high velocity stream flow (minimum size
1/3 cu. ft.). Payment for additional straw bales shall be
at the Contractors expense. Payment for additional rip rap
(not shown on plans) and seeding shall be paid for on a unit
basis.
5. Contractor shall Install all sanitary sewers, storm sewers,
subsurface drains, and water mains. Straw bale filters shall
be Installed at all storm Inlets (including street Inlets).
6. All proposed street areas shall be paved as soon as posslbla
atter suDgrado Is prepared.
7. All disturbed areas shall be seeded and mulched as specified
below. This shall Include all building pad fill areas.
8. Contractor shall remove all temporary erosion and sediment
controls only when there Is a sufficient growth of ground
cover to provent further erosion.
DWG. TYPE FILE NUMBER SHEET
1— 2
JOB NUMBER
15 1714171a-00 000 OF