HomeMy WebLinkAbout04100007-10, 13, & 15 KFC & Lohn John Silvers - Stormwater Pollution Prevention Notes & Details - C3.1il
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STORM WATER POLLUTION PREVENTION NOTES
1. ALL WORK SPECIFIED AS AN tNDOT ITEM SHALL BE GOVERNED BY THE
CURRENT STATE OF INDIANA DEPARTMENT OF TRANSPORTATION
CONSTRUCTION AND MATERIAL SPECIFICATION HANDBOOK. IT IS THE
CONTRACTOR'S RESPONSIBIUTY TO POSSESS AND TO BE FAMILIAR
WITH APPLICABLE SECTIONS.
2. THIS CONTRACT DRAWING SHALL BE MADE AVAILABLE ON SITE AT ALL
TIMES AND PRESENTED UPON REQUEST. IF UNFORESEEN STORMWATER
POLLUTION PREVENTION IS ENCOUNTERED, ADDITIONAL STORMWATER
POLLUTION PREVENTION (SWPP) MEASURES MAY BE REQUESTED BY THE
OWNER, COUNTY ENGINEER, PROJECT ENGINEER OR SOIL CONSERVATION
SERVICE REPRESENTATIVE AT ANYTIME. SUCH REQUESTS SHALL BE
IMPLEMENTED IMMEDIATELY AT CONTRACTOR'S EXPENSE.
ALL STORM WATER POLLUTION PREVENTION ITEMS SHALL BE
INSTALLED AS SHOWN OR NOTED ON THE SITE PLAN.
4. PLANT TEMPORARY SEEDING AND MULCHING IN ALL
AREAS THAT SHALL BE INACTIVE FOR 15 DAYS OR MORE. ALL
DISTURBED AND ERODED EARTH SHALL BE REGRADED AND SEEDED
WITHIN 14 DAYS WITH SEEDING, AS DEFINED ABOVE AND AS SHOWN
ON THE TABLE BELOW, TO ESTABLISH STABILITY AND PROVIDE
SEDIMENT CONTROL. WHERE POSSIBLE, TEMPORARY SEEDING GROWTH
SHALL NOT BE MOWED UNTIL IT HAS GONE TO SEED FOR 1 YEAR.
TEMPORARY SEEDING SPECIFICATIONS:
SEEDING DATES
SEED TYPE APPLICATION RATE
PER 1,000 S.F.
MARCH 1 AUGUST 15 OATS
PERENNIAL RYE GRASS
OR TALL FESCUE
AFTER NOVEMBER 1 STRAW OR HAY MULCH
SEED BED PREPARATION LIME
10 -10 -10 OR 12 -12 -12
FERTILIZER
1#
AUGUST 16 NOVEMBER 1 RYE, WHEAT OR
PERENNIAL RYE GRASS 3#
TALL FESCUE 1#
3#
2 -3 BALES
100#
12 -15
SILT BARRIERS SHALL BE INSTALLED AROUND ALL EXISTING OR NEW STORM
INLETS, CATCH BASINS, YARD DRAINS. INSTALL ROCK CHECK DAMS FOR
HEADWALL INLETS FOR STORM WATER POLLUTION PREVENTION.
STORM WATER POLLUTION PREVENTION MEASURES SHALL BE INSTALLED
OR TOPSOIL STOCKPILES AND OTHER TEMPORARILY DISTURBED AREAS
AS SHOWN ON THESE PLANS AND AS DIRECTED BY THE ENGINEER.
7. TEMPORARY SEDIMENTATION AND STORM WATER POLLUTION PREVENTION
MEASURES MUST BE INSPECTED AND LOGGED BY THE CONTRACTOR
FOR INSPECTION, LOGGING SHALL BE WEEKLY AND AFTER RAIN STORMS.
UTILITY COMPANIES MUST COMPLY WITH ALL STORM WATER POLLUTION
PREVENTION MEASURES AS DEFINED ON THE STORM WATER POLLUTION
PREVENTION PLANS, DETAILS AND NOTES.
THE TOTAL AREA OF DISTURBANCE FOR THIS PROJECT IS 0.71 ACRES.
ALL EXISTING WATER COURSES WITHIN THE PROJECT LIMITS SHALL
BE TEMPORARILY PROTECTED DURING LAND CLEARING AND GRADING
OPERATIONS. SOILS WITHIN 50 FEET OF SAID WATER COURSES
SHALL BE STABILIZED WITHIN 2 DAYS OF THE INITIAL CLEARING
GRADING OPERATION AS SHOWN ON PLANS.
11. `ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF
FINAL GRADING.
12. T tS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL
SEDIMENTATION AND STORM WATER POLLUTION PREVENTION ITEMS
AT ALL TIMES.
13. ALL STORM WATER POLLUTION PREVENTION PRACTICES WILL BE INSTALLED
BEFORE ANY OTHER EARTHMOVING OCCURS.
14. THE FOLLOWING STORM WATER POLLUTION PREVENTION AND SEDIMENT
CONTROL MEASURES WILL BE USED ON THIS SITE:
1.SILT BARRIERS
2SILT FENCE
LESS THAN
5% SLOPE
ATTACH GEOTEXTILE OVER
WIRE MESH BACKING TO
2x4 WOOD FRAME,
OVERLAPPING FABRIC TO
NEXT STAKE
18" MAX.
DRAIN
GRATE
1
36"
18"
i r
NOTES:
1. DROP INLET SEDIMENT BARRIERS ARE TO BE
USED FOR SMALL, NEARLY LEVEL DRAINAGE
AREAS. (LESS THAN 5%)
2. USE 2X4 WOOD OR EQUIVALENT METAL STAKES,
(3 FT. MIN. LENGTH)
3. INSTALL 2X4 WOOD TOP FRAME TO INSURE
STABILITY.
4. THE TOP OF THE FRAME (PONDING HEIGHT)
MUST BE WELL BELOW THE GROUND ELEVATION
DOWNSLOPE TO PREVENT RUNOFF FROM BY—
PASSING THE INLET. A TEMPORARY DIKE MAY
BE NECESSARY ON THE DOWNSLOPE SIDE OF
THE STRUCTURE.
w
000
PLAN VIEW
DROP
INLET
w
A
�0
Dil
SECTION A —A
FABRIC PROPERTIES
MIN. TENSILE STRENGTH
MAX. ELONGATION 0 60 LBS.
MIN. PUNCTURE STRENGTH
MIN. TEAR STRENGTH
MIN. BURST STRENGTH
APPARENT OPENING SIZE
MIN. PERMITTIVITY
ULTRAVIOLET EXPOSURE
STRENGTH RETENTION
SILT BARRIER
NOT TO SCALE
1. SET THE STAKES.
707.
TOP FRAME NECESSARY
FOR STABIUTY
PONDING HT.
2x4 WOOD FRAME
4 SIDES OF D.I.
it/
120 LBS.
50%
50 LBS.
40 LBS.
200 PSI
=0.84 mm
1x10( -2) SEC -1)
4
5. WIRE MESH SHALL BE OF SUFFICIENT STRENGTH TO
SUPPORT FABRIC WITH WATER FULLY IMPOUNDED
AGAINST IT. IT SHALL BE STRETCHED TIGHTLY
AROUND THE FRAME AND FASTENED SECURELY TO
THE FRAME.
6. GEOTEXTILE SHALL HAVE AN EQUIVALENT OPENING
SIZE OF 20 -40 SIEVE AND BE RESISTANT TO
SUNLIGHT. IT SHALL BE STRETCHED TIGHTLY AROUND
THE FRAME AND FASTENED SECURELY. IT SHALL
EXTEND FROM THE TOP OF THE FRAME TO 18 IN.
BELOW THE INLET NOTCH ELEVATION. THE
GEOTEXTILE SHALL OVERLAP ACROSS ONE SIDE OF
THE INLET SO THE ENDS OF THE CLOTH ARE NOT
FASTENED TO THE SAME POST.
2. EXCAVATE '00)0" 1RENCA °P5LCIPE
ALONG THE LINE OF STAKES.
1
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s
NOT TO SCALE
3. STA'B'LE FILTER MATERIAL. TO STAKES J
AND EXTEND IT INTO THE TRENCH.
CONSTFUCTi.ONJFA FILTER BARRIER
13ACKFI11 AND COMPACT TH
EXCAVATION SOIL
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CON 1 13AC I DA I E XX XX XX
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S l OElf Nt.1MI3f 11 2(X)4087.05
1331 S. f i/1NGFI INF 110AI
C;/1NMF1 IN 46032
STORMWATER
POLLUTION
PREVENTION
NOTES DETAILS
08 27,04
MPORARY DIKE IF NEEDED
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STORM WATER POLLUTION PREVENTION NOTES
1. ALL WORK SPECIFIED AS AN tNDOT ITEM SHALL BE GOVERNED BY THE
CURRENT STATE OF INDIANA DEPARTMENT OF TRANSPORTATION
CONSTRUCTION AND MATERIAL SPECIFICATION HANDBOOK. IT IS THE
CONTRACTOR'S RESPONSIBIUTY TO POSSESS AND TO BE FAMILIAR
WITH APPLICABLE SECTIONS.
2. THIS CONTRACT DRAWING SHALL BE MADE AVAILABLE ON SITE AT ALL
TIMES AND PRESENTED UPON REQUEST. IF UNFORESEEN STORMWATER
POLLUTION PREVENTION IS ENCOUNTERED, ADDITIONAL STORMWATER
POLLUTION PREVENTION (SWPP) MEASURES MAY BE REQUESTED BY THE
OWNER, COUNTY ENGINEER, PROJECT ENGINEER OR SOIL CONSERVATION
SERVICE REPRESENTATIVE AT ANYTIME. SUCH REQUESTS SHALL BE
IMPLEMENTED IMMEDIATELY AT CONTRACTOR'S EXPENSE.
ALL STORM WATER POLLUTION PREVENTION ITEMS SHALL BE
INSTALLED AS SHOWN OR NOTED ON THE SITE PLAN.
4. PLANT TEMPORARY SEEDING AND MULCHING IN ALL
AREAS THAT SHALL BE INACTIVE FOR 15 DAYS OR MORE. ALL
DISTURBED AND ERODED EARTH SHALL BE REGRADED AND SEEDED
WITHIN 14 DAYS WITH SEEDING, AS DEFINED ABOVE AND AS SHOWN
ON THE TABLE BELOW, TO ESTABLISH STABILITY AND PROVIDE
SEDIMENT CONTROL. WHERE POSSIBLE, TEMPORARY SEEDING GROWTH
SHALL NOT BE MOWED UNTIL IT HAS GONE TO SEED FOR 1 YEAR.
TEMPORARY SEEDING SPECIFICATIONS:
SEEDING DATES
SEED TYPE APPLICATION RATE
PER 1,000 S.F.
MARCH 1 AUGUST 15 OATS
PERENNIAL RYE GRASS
OR TALL FESCUE
AFTER NOVEMBER 1 STRAW OR HAY MULCH
SEED BED PREPARATION LIME
10 -10 -10 OR 12 -12 -12
FERTILIZER
1#
AUGUST 16 NOVEMBER 1 RYE, WHEAT OR
PERENNIAL RYE GRASS 3#
TALL FESCUE 1#
3#
2 -3 BALES
100#
12 -15
SILT BARRIERS SHALL BE INSTALLED AROUND ALL EXISTING OR NEW STORM
INLETS, CATCH BASINS, YARD DRAINS. INSTALL ROCK CHECK DAMS FOR
HEADWALL INLETS FOR STORM WATER POLLUTION PREVENTION.
STORM WATER POLLUTION PREVENTION MEASURES SHALL BE INSTALLED
OR TOPSOIL STOCKPILES AND OTHER TEMPORARILY DISTURBED AREAS
AS SHOWN ON THESE PLANS AND AS DIRECTED BY THE ENGINEER.
7. TEMPORARY SEDIMENTATION AND STORM WATER POLLUTION PREVENTION
MEASURES MUST BE INSPECTED AND LOGGED BY THE CONTRACTOR
FOR INSPECTION, LOGGING SHALL BE WEEKLY AND AFTER RAIN STORMS.
UTILITY COMPANIES MUST COMPLY WITH ALL STORM WATER POLLUTION
PREVENTION MEASURES AS DEFINED ON THE STORM WATER POLLUTION
PREVENTION PLANS, DETAILS AND NOTES.
THE TOTAL AREA OF DISTURBANCE FOR THIS PROJECT IS 0.71 ACRES.
ALL EXISTING WATER COURSES WITHIN THE PROJECT LIMITS SHALL
BE TEMPORARILY PROTECTED DURING LAND CLEARING AND GRADING
OPERATIONS. SOILS WITHIN 50 FEET OF SAID WATER COURSES
SHALL BE STABILIZED WITHIN 2 DAYS OF THE INITIAL CLEARING
GRADING OPERATION AS SHOWN ON PLANS.
11. `ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF
FINAL GRADING.
12. T tS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL
SEDIMENTATION AND STORM WATER POLLUTION PREVENTION ITEMS
AT ALL TIMES.
13. ALL STORM WATER POLLUTION PREVENTION PRACTICES WILL BE INSTALLED
BEFORE ANY OTHER EARTHMOVING OCCURS.
14. THE FOLLOWING STORM WATER POLLUTION PREVENTION AND SEDIMENT
CONTROL MEASURES WILL BE USED ON THIS SITE:
1.SILT BARRIERS
2SILT FENCE
LESS THAN
5% SLOPE
ATTACH GEOTEXTILE OVER
WIRE MESH BACKING TO
2x4 WOOD FRAME,
OVERLAPPING FABRIC TO
NEXT STAKE
18" MAX.
DRAIN
GRATE
1
36"
18"
i r
NOTES:
1. DROP INLET SEDIMENT BARRIERS ARE TO BE
USED FOR SMALL, NEARLY LEVEL DRAINAGE
AREAS. (LESS THAN 5%)
2. USE 2X4 WOOD OR EQUIVALENT METAL STAKES,
(3 FT. MIN. LENGTH)
3. INSTALL 2X4 WOOD TOP FRAME TO INSURE
STABILITY.
4. THE TOP OF THE FRAME (PONDING HEIGHT)
MUST BE WELL BELOW THE GROUND ELEVATION
DOWNSLOPE TO PREVENT RUNOFF FROM BY—
PASSING THE INLET. A TEMPORARY DIKE MAY
BE NECESSARY ON THE DOWNSLOPE SIDE OF
THE STRUCTURE.
w
000
PLAN VIEW
DROP
INLET
w
A
�0
Dil
SECTION A —A
FABRIC PROPERTIES
MIN. TENSILE STRENGTH
MAX. ELONGATION 0 60 LBS.
MIN. PUNCTURE STRENGTH
MIN. TEAR STRENGTH
MIN. BURST STRENGTH
APPARENT OPENING SIZE
MIN. PERMITTIVITY
ULTRAVIOLET EXPOSURE
STRENGTH RETENTION
SILT BARRIER
NOT TO SCALE
1. SET THE STAKES.
707.
TOP FRAME NECESSARY
FOR STABIUTY
PONDING HT.
2x4 WOOD FRAME
4 SIDES OF D.I.
it/
120 LBS.
50%
50 LBS.
40 LBS.
200 PSI
=0.84 mm
1x10( -2) SEC -1)
4
5. WIRE MESH SHALL BE OF SUFFICIENT STRENGTH TO
SUPPORT FABRIC WITH WATER FULLY IMPOUNDED
AGAINST IT. IT SHALL BE STRETCHED TIGHTLY
AROUND THE FRAME AND FASTENED SECURELY TO
THE FRAME.
6. GEOTEXTILE SHALL HAVE AN EQUIVALENT OPENING
SIZE OF 20 -40 SIEVE AND BE RESISTANT TO
SUNLIGHT. IT SHALL BE STRETCHED TIGHTLY AROUND
THE FRAME AND FASTENED SECURELY. IT SHALL
EXTEND FROM THE TOP OF THE FRAME TO 18 IN.
BELOW THE INLET NOTCH ELEVATION. THE
GEOTEXTILE SHALL OVERLAP ACROSS ONE SIDE OF
THE INLET SO THE ENDS OF THE CLOTH ARE NOT
FASTENED TO THE SAME POST.
2. EXCAVATE '00)0" 1RENCA °P5LCIPE
ALONG THE LINE OF STAKES.
1
1
_go
•G
s
NOT TO SCALE
3. STA'B'LE FILTER MATERIAL. TO STAKES J
AND EXTEND IT INTO THE TRENCH.
CONSTFUCTi.ONJFA FILTER BARRIER
13ACKFI11 AND COMPACT TH
EXCAVATION SOIL
sus
PI .01 DAL F F.
as
e.
CL
r
oc v J
ur
0.
J
C.)
0
is
r.
in
CS
Pt
ro
0
0
0
0
in
5
tfl
0
w
ro
_X
e-
t
GI
ti
v
N
di
KFC./ LJS
ts
ro
ro
0
C
0
0
G
KL6O-y04
CON 1 13AC I DA I E XX XX XX
131,111 DING TYPE KI fiO y04
PI AN VI ASTON .Iar304 -1-
sill I NUMf Bf ft 12-XXXX
S l OElf Nt.1MI3f 11 2(X)4087.05
1331 S. f i/1NGFI INF 110AI
C;/1NMF1 IN 46032
STORMWATER
POLLUTION
PREVENTION
NOTES DETAILS
08 27,04
MPORARY DIKE IF NEEDED