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FXISTING INLET PROTE.;110-
WEEKLY, AF PER STORM F\i"EiNTS AND AS NLL:jILL)
WEEK L.\: AFTFF EVE TS AND NIFFDRr)
-.1-,
i TO CLEARING AND GRADHNG
PR ND IOR 10 CLEARING A GRADING
FREE PROTECTION
TEMPORARY Di\rERSIa S
7 AFTER STORM EVENTS AND A':'-',. NEFTD
ALONL, WITH ROUGH GRADING
%77-' 7
Tr__
ILN ii_LLILL)
rER k UGH GRAD
PERMANENT SEEDING`
WATER AS; NEEDED
AFTER FINISH GRADING
r.
i=_ 1UP,M FL AND A.S Nd DLL)
:LY. MIR STORM EVET■ITS AND AS NEEDED
p-i. i N-- IR bIORM EVENTS AND AS NEEDED
Al ILK Fil',I,H ,,R„D,,v,2.
AFTER FINISH GRADINC
4
A
[C 'r's i A -r-
AF- iER A INLE1 1 RLCEL)
EE cry Q, Amncr tpni iyn
L. ,,L
'um A c :,,!E'-.7nr:T}
AFTFR FISHED GRADING AROUND FINISHED UNITS
IN
r ir
A r T FR Ai L AREAS DRNING AI TO THESE AREAS ARE STABILIZED
---4-.
2,--
rip! U "-rv-,.-:
L iv. 1
A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
ki-,
\I 77 ,T7 Ai.: AREAS DRAINING TO THESE AREAS ARF STABILIZED
A
Ili
Permerient Seeding
Dates
ilmier
ma,/
r
r
•N N
N
Z
4.
\\W
Lk 0 i 0 N E.: 0 N L.
L......._
IN TFN A NI r:r
i INSTALLATION SEQUENCE
LTEMP. 'IVERSION WLE SILT TRAPS
A NE D
PRIOR TO CLEARING AND GRADING
SIONF ENTRANCF
4,--
Ao LL L. TO CLEARING AND GRADING
ci! p T p irr
WEEKLY AFTER c.TORM EVFN7, AIC AS NIFF PRIOR TO CLEARING ,A,ND GRADING
FXISTING INLET PROTE.;110-
WEEKLY, AF PER STORM F\i"EiNTS AND AS NLL:jILL)
WEEK L.\: AFTFF EVE TS AND NIFFDRr)
-.1-,
i TO CLEARING AND GRADHNG
PR ND IOR 10 CLEARING A GRADING
FREE PROTECTION
TEMPORARY Di\rERSIa S
7 AFTER STORM EVENTS AND A':'-',. NEFTD
ALONL, WITH ROUGH GRADING
TEMPORARY SFTDINC
Tr__
ILN ii_LLILL)
rER k UGH GRAD
PERMANENT SEEDING`
WATER AS; NEEDED
AFTER FINISH GRADING
EROSION nrNTROL MATT'''''
i=_ 1UP,M FL AND A.S Nd DLL)
:LY. MIR STORM EVET■ITS AND AS NEEDED
p-i. i N-- IR bIORM EVENTS AND AS NEEDED
Al ILK Fil',I,H ,,R„D,,v,2.
AFTER FINISH GRADINC
STRAW BALES
IN I., Li I P PO TECTION
[C 'r's i A -r-
AF- iER A INLE1 1 RLCEL)
EE cry Q, Amncr tpni iyn
L. ,,L
'um A c :,,!E'-.7nr:T}
AFTFR FISHED GRADING AROUND FINISHED UNITS
IN
r ir
,,r
A r T FR Ai L AREAS DRNING AI TO THESE AREAS ARE STABILIZED
---4-.
2,--
rip! U "-rv-,.-:
L iv. 1
A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
ki-,
\I 77 ,T7 Ai.: AREAS DRAINING TO THESE AREAS ARF STABILIZED
L• uses of are Seusonal .gh water
tunle, nigh notential IT OS t action, moderote shrink-swell potential and rim:)aesate nermeabtio. This soil
evere limitations fc building sites. Ihe te rieeas to be artificially •:.:traii UrA protected from
ittoding. Dwellings with basements should not be constructed on this soil. This soil has severe
-ntations for local roads (Ina streets because of seasonol high water liable potential frost
u The base material for roads and streets should be replaced or strengthened with suitable
.thuterial.
Crosby silt loam, Sail Description and Choracteristic
The main soil features that adversely affect erigine.erind uses of this sail or ••..i :']ir.•: high water
tuble, high potential frost action, moderate shrink-swell potential and moderate permeabil4 This soil
hT".3 severe limitations for building sites. The site needs to he artificiolly circid to prevent wetness
fr becoming a probiem. Dwellings with bosements should not be constructed on this soil. This soil
O severe limitations for Ic roads ond streets because of secis.cnoI high '-'te table orid high
,..:-.••tenticil frost action. The base material for roods and streets shouIci be repiloced or strengthened
5ultable material.
Miami Loam, Scil Descrihtiioi- Characteristics:
n soil features that. ..naineerInci t thi';' :73c are moderate ootential frost.
tioderate i In additon, erasion
T. t 7- for building sites. Lut sloo-s. clayey texture,
O be uve;rc, tIS
'••.d streets he. ow strenh+t The bcse material for
an be
l, uJ
,o
e
w
h--base strengthening or
s r t.)
flue
c.7!
Der foundation drains and
pr\i
iF\ ,:_l\
...arr
I 1
1
i
I I
N
24" II
COMPACTED EMBANKMENT V-
Typ.
ROSSBARS--k.,
\EVEN
:3IGN TO INDICATE HE
OC THE
CONCRFTE WASHOUT AEA
1LS MAP
NOT TO SCALE
BERM ,AROUND PERIMETER
2'-0" MIN
NOTES:
1_ CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE
2. SlnAl 7t PF PI ACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND
ELSEWHERE AS NECESSAFi/ TO CLEARLY INDICATE THE LOCATION OE THE CONCRETE WASHOUT AREA TO
OPERATORS OF (...rNCRFTE TRUCKS AND PUMP RIGS.
J_ THE Ca'-r7-77 \,,I.A.H(DLIT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS
NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.
4. AT THE END OF iiiONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED
OF AT p APPROVED WASTE SITE.
5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND
MULCHED OR. OTHERASE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR.
‘ees R
ETE WASHOUT DETAII
4111/11610e.desattfAr
15x15 l OR
1 AS REQUIRED TO CONTAIN
I WASTE CONCRETE
r-ii0E----
NOTE:
FENCE DETAIL
FOk Nle.TERIAL SPECIFICA HONE.
2. SILT FENCE SHALL BE
-kL,ViSEMBLED BY SUPPLIER.
II
L....Li L._ L.
N I- BEEHIVE INLET OR
DRAINAGE COVER
N SILT FENCE
10
„Ng., n
r
12" MIN
OR FLAilLR
SIDE SLOPES
LATHS
V 7'
SILT FENCE EXTENDS
6 BELOW FINISHED GRADE
,,-GROUND SURFACE
3
THE BLANKET SHOULD NOT BE
STRETCHED BUT ALLOWED TO LAY
LOOSELY ON THE SOIL SURFACE TO
ACHIEVE MAXIMUM BLANKET TO SOIL
CONTACT.
5
ij
300
275
250
225
200
SLOPE 175
LENGTH 150
(n.) 125
100
75
50
25
0
IN HIGH VELOCITY CHANNEL APPUCATIONS,
CHECK SLOTS SHOULD BE ESTABLISHED
EVERY 35 40'. THE SLOTS SHOULD BE
6" WIDE BY 6" DEEP WITH THE BLANKET
STAPLED IN THE BOTTOM OF THE SLOT,
THEN BACKFILLED AND SEEDED.
1 STAPLE PER 50. YD.
1
4:1 3:1 21
SLOPE GRADIENT
2"-3" COARSE
AGGREGATE
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTICIPATED)
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
SEEDING
EROSION CONTROL
MATTING DETAIL
TYPICAL TOPSOIL STOCKPILE
GENERAL STAPLE RECOMMENDATIONS
-A
A
1:1
CHANNEL
UNING
10'
TYPICAL
1-1/2 STAPLES PER SQ. YD.
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN
EROSION CONTROL BLANKETS. STAPLE PArIt.NNS MAY VARY
DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL
AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE
DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE
BLANKETS, STAPLE PAt ILRN C" SHOULD BE UllUZED.
THE EDGES OF THE BLANKET SHOULD
BE BUTTED AGAINST EACH OTHER, THE
EDGES OF THE SCC225 SHOULD BE
OVERLAPPED 2.
EROSION CONTROL BLANKET
(NORTH AMERICAN GREEN
S-75 OR EQUAL)
EXISTING GRADE
x
ADDITIONAL STAPLES AS
REQUIRED DUE TO DEPTH OF FLOW.
x
2 STAPLES PER SQ. YD.
CHANNEL UNINGS U11UZE STAPLE PATTERN "C"
WITH ADDITIONAL STAPLES ON SIDE SLOPES AT
PROJECTED WATER UNE.
2
EROSION BLANKET INSTALLATION
ON SLOPE APPUCATIONS, THE TOP OF
THE BLANKET SHOULD BE "SLOTTED IN
ABOVE THE BREAK OF THE SLOPE OR AT
A MINIMUM, STAPLED IN PLACE WITH
STAPLES 6 APART ON THE END OF THE
BLANKET.
4
ON LONG SLOPES, THE ENDS OF THE
BLANKETS SHOULD BE OVERLAPPED
4 6" IN A "SHINGLE 11-1-ECT'.
6
PREPARATION OF THE SEED BED,
INCLUDING APPLICATION OF UNE,
FERTILIZER AND SEED SHOULD BE
CONDUCTED AS NORMAL PRIOR TO
INSTALLATION OF BLANKET.
MIN. TURN DOWN
ONE FOOT OVERLAP
ONTO THE CURB
NOTE:
RUN Off
GRADE
(NEW OR EXISTING)
SEEDED AND
STRAW MULCHED
Seedbed Preparation
Apply lime to raise the pH to the level needed for species being
seeded. Apply 23 pounds of 12-12-12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. of ammonium nitrate on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2-3 inches
with a harrow, disk or rake operated across the slope as much as possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5
while considering best seeding dates. See Figure 5-3 this sheet. If toler-
ances are a problem, such as salt tolerance of seedings adjacent to streets
and highways, see Figure 5-4 this sheet before final selection.
Species
Level and Sloping, Open Areas
1. Tall Fescue
3. Kentucky Bluegrass 15 .4
Creeping Red Fescue 15 .4
Steep Banks and Cuts
4. Tall Fescue 15
Kentucky Bluegrass 25 .6
5. Tall Fescue 35 .8
Emerald Crownvetch** 10 .25
Lawns and High Maintenance Areas
6" HIGH, 12" WIDE GEOTECTILE FABRIC
FILLED WITH No.2 STONE. (FABRIC-NUTEC
3NW SILT FENCE FABRIC OR APPROVED EQUAL)
START BLANKET AT TOP OF THE SWALE
AND ROLL IN THE DIRECTION OF THE
WATER FLOW IN THE SWALE. REFER TO
MANUFACTURER'S RECOMMENDATIONS FOR
CHANNEL PLACEMENT AND STAPLE
PA I IERNS.
Figure 5-2: Permanent Seed Mixtures
VARIES
3.25' 3.25'
A
Cop
Seeding Rate Suitable pH
lbs/acre lbs/1000
sq. ft.
2. Tall Fescue 25 .6 5.5-8.3 1
Red Clover** 5 .12
6. Kentucky Bluegrass 40 .9 5.8-7.5
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0 5,0-7.5
(Turf Type)
8. Tall Fescue 170 4.0 5.5-8.3
1 Preferred 2 Will Tolerate Inoculate with specific lnoculant.
CURB INLET
CURB INLET SEDIMENT BARRIER
35 .8 5.5-8.3 2 1
.4 5,8-7.5 2 1
NO SCALE
14
EROSION CONTROL MATTING DETAIL
FOR REAR YARD SWALE
SCALE: NONE
5.5-7.5 2 1
5.5-8.3 2 1
GRADE
(NEW OR EXIS11NG)
(0-
j.j S-75 EROSION CONTROL
E1 BLANKET AS MANU. BY
NORTH AMERICAN GREEN
OR APPROVED EQUAL
Site Suitability*
well
Droughty Drained Wet
2
2
2 1 2
PAVEMENT
2
RUN OFT
6 HIGH, IZ WIDE GEOTECTILE FABRIC FILLED
WTH No.2 STONE. (FABRIC-NUTEC 3NW su
FENCE FABRIC OR APPROVED EQUAL)
PAVEMENT
PAVED AREA INLET SEDIMENT BARRIER
OM,
Wheat or Rye
Cats
Annual Ryegrass
Non-Irrigated*
Irrigated
Dormant
Seeding**
Kind of Seed
Wheat or Rye
Spring Oats
Annual ryegrass
Not necessary where mulch is applied.
TEM 0 AR
Increase seeding application by 50%.
NOTE: MULCHING REQUIRED WHEN CONDTIONS
ESTABLISHMENT OF VEGATATIVE GROUND COVER.
PAVEMENT
NO SCALE
Irrigation needed during this period. To control
erosion at times other than in the shaded areas,
use mulch.
Late summer seeding dates may be extended 5 days
if mulch is applied.
FIGURE 5-3
Temporary Seedings
1000 Sq. Ft. Acre Remarks
3.5 lbs. 2 bu, Cover seed 1" to
1 1/2" deep
2.3 lbs. 3 bu. Cover seed 1" deep
1 lb.
RLIN OFF
Temporary Seeding and Stablization Dates
PAVEMENT
T TRA
TEMPORARY SEDIMENT TRAP DETAIL
SCALE: NONE
40 lbs. Cover seed 1 /4"aeep*
SILT FENCE
Silt Fence shall be a necichine produced, none a,:• of 1007
polypropylene meeting the physical properties below.
All stakes shall be 2' X 2' hardwood 36' tail with 24" tall lath stap.,:j
to stakes over fabric as reinforcement.
All silt fence shall be prefabricated by the supplier. No fleid assembly
will be accepted.
Fence Post Should-j
be Buried 1' Below
Ground Surface
Silt Fence MateTio:
Fence Past
L
e
HOLEY M()LEY SAYa•
DCY
DG
BLIND"
t t
SILT FENCE DETAIL
NTS
1-800-382-544
CALL TOLL FREE
1-800-428 5100
FOR CALLS OUTSIDE OF INDIANA
PER INDIANA STATE LAW IC
IT IC AGAINST P I!'" ErVAT
WITHOUT NOTIFYING THE UNDERGROUND
t
4
DAYS BEFORE COMMENCING WORK.
Fabric Weight 4 oz/syd
Grab Strength Warp 125
Elongation..., warp 50
Trapezoidal Tear Strength 50 lbs.
Burst Strength., 200 psi
Lry......
A0.5
Slurry Flow Rate
Sediment Retentioh 75
225 gpm/. q. ft
Surfoc,„
Silt Fence. \latE. Shouic
be Buried e" Below 'Ground
Surface.
C1")
"11
11 THE SCHNEIDER C:',OR,PORATTION
6845 East U.S.
!N 4612.7
Tpk one:
(T A 1 7.. 2 72 „IV
11 1 erC0i Ofl
1.7
rohrt at
Home Buiftler Gervicos
Interior Design
Surveying
Landscape Architecture
Ii Engineering
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS ANL
CONCEPTS CONTAINED HEREIN ARE THE EXCLDSL,T
IN'TLLECTUAL 'ThE
CORPORA ,;ON, /ANC' NOT TO
REPRODUCED, IN WHOLE OR IN Pt
THE AR: TTEN CONSENT OF THE SCHNLOF5.-;
OORPC,RATIOr.
((7) COPYRIGHTED BY T'r;E SCHNEIDER (7.07:;P.
RHEET Nr:
....e.... ...51 11 a fgeaaaaroalerseaeleraekiaie....e........ateValerAderaftee.e. 1
SHEET TI ILE:
PROJECT NO.:
DRAWN BY: I CHECKED BY:
Wc
[IP T A IT
DRAWING FILES
T- 1053 \017\dwqs\C801-C853.dwg
7/28/04 4912,002
POLLIJTION PREVENTJQN
I '1