HomeMy WebLinkAbout04100007-15 KFC, Long John Silvers, Site Plan, pg 07STORM WATER POLLUTION PREVENTION NOTES
1. ALL WORK SPECIFIED AS AN INDOT 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 FAMIUAR
WITH APPUCABLE 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.
3. 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 ESTABUSH STABIUTY 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 APPUCATION RATE
PER 1,000 S.F.
MARCH 1 AUGUST 15 OATS
PERENNIAL RYE GRASS
OR TALL FESCUE
AUGUST 16 NOVEMBER 1 RYE, WHEAT OR
PERENNIAL RYE GRASS 3#
TALL FESCUE
AFTER NOVEMBER 1 STRAW OR HAY MULCH
SEED BED PREPARATION UME
10 -10 -10 OR 12 -12 -12
FERTIUZER
1#
1#
3#
5. 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.
6. 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 EY THE CONTRACTOR
FOR INSPECTION, LOGGING SHALL BE WEEKLY AND AFTER RAIN STORMS.
8. UTIUTY COMPANIES MUST COMPLY WITH ALL STORM WATER POLLUTION
PREVENTION MEASURES AS DEFINED ON THE STORM WATER POLLUTION
PREVENTION PLANS, DETAILS AND NOTES.
9. THE TOTAL AREA OF DISTURBANCE FOR THIS PROJECT IS 0.71 ACRES.
10. 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 STABIUZED WITHIN 2 DAYS OF THE INITIAL CLEARING
GRADING OPERATION AS SHOWN ON PLANS.
11. ALL DISTURBED AREAS SHALL BE STABIUZED WITHIN 7 DAYS OF
FINAL GRADING.
2 -3 BALES
100#
12 -15#
12. IT IS THE CONTRACTOR'S RESPONSIBIUTY 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
MIL
1
18_ MAX.
DRAIN
GRATE
1
36*
l
NOTES:
1. DROP INLET SEDIMENT BARRIERS ARE TO BE
USED FOR SMALL, NEARLY LEVEL DRAINAGE
AREAS. (LESS THAN 575)
2. USE 2X4 WOOD OR EQUIVALENT METAL STAKES,
(3 FT. MIN. LENGTH)
3. INSTALL 2X4 WOOD TOP FRAME TO INSURE
STABIUTY.
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.
0000000000
100 0000
PLAN VIEW
DROP
INLET
SECT1ON 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.
A
70%
TOP FRAME NECESSARY
FOR STABIUTY
120 LBS.
50%
50 LBS.
40 LBS.
200 PSI
=0.84 mm
1x10 -2) SEC1-1)
PONDING HT.
2x4 WOOD FRAME
4 SIDES OF D.I.
1 j
X
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
SUNUGHT. 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 A 4"x4' TRENCH UPSLOPE
ALONG THE UNE OF STAKES.
20' MIN. AND NOT
LESS THAN WIDTH
OF INGRESS/EGRESS.
NOT TO SCALE
440't 10'±
WATER
BAR
RIGHT OF WAY
DIVERSION AS
NEEDED
LJ
1 1 1=11=1 I 1 I I I-1
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NOTES:
18" OR SUFFICIENT
TO DIVERT RUNOFF
3. STAPLE FILTER MATERIAL TO STAKES
AND EXTEND IT INTO THE TRENCH.
00%.8
CONSTRUCTION OF A FILTER BARRIER
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1. STONE SIZE TWO INCH STONE SHALL BE USED, OR RECYCLED CONCRETE EQUIVALENT.
2. THE CONSTRUCTION ENTRANCE SHALL COINCIDE WITH THE PROPOSED
DRIVE AS SHOWN ON THE PLAN.
3. PAVEMENT THICKNESS STONE LAYER SHALL BE AT LEAST 6 THICK.
4. DRIVEWAY WIDTH THE ENTRANCE SHALL BE AT LEAST 10' WIDE, BUT NOT
LESS THAN FULL WIDTH AT POINTS WHERE INGRESS/EGRESS OCCURS.
5. BEDDING -A GEOTEXTILE SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO
PLACING STONE. IT SHALL HAVE A GRAB TENSILE STRENGTH OF AT LEAST 200
LBS. AND A MULLEN BURST STRENGTH OF AT LEAST 190 LBS.
6. CULVERT -A PIPE OR CULVERT SHALL BE CONSTRUCTED UNDER THE ENTRANCE IF
NEEDED TO PREVENT SURFACE WATER FLOWING ACROSS THE ENTRANCE FROM
BEING DIRECTED OUT ONTO PAVED SURFACES.
7. WATER BAR A WATER BAR SHALL BE CONSTRUCTED AS PART OF
THE CONSTRUCTION ENTRANCE IF NEEDED TO PREVENT SURFACE
RUNOFF FROM FLOWING THE LENGTH OF THE CONSTRUCTION
ENTRANCE AND OUT ONTO PAVED SURFACES.
8. MAINTENANCE TOP DRESSING OF ADDITIONAL STONE SHALL BE
APPUED AS CONDITIONS DEMAND. MUD SPILLED, DROPPED, WASHED
OR TRACKED ONTO PUBUC ROADS, OR ANY SURFACE WHERE RUNOFF
IS NOT CHECKED BY SEDIMENT CONTROLS, SHALL BE REMOVED
IMMEDIATELY. REMOVAL SHALL BE ACCOMPUSHED BY SCRAPING OR
SWEEPING.
9. CONSTRUCTION ENTRANCES SHALL NOT BE REUED UPON TO REMOVE
MUD FROM VEHICLES AND PREVENT OFF SITE TRACKING. VEHICLES
THAT ENTER AND LEAVE THE CONSTRUCTION SHALL BE RESTRICTED
FROM MUDDY AREAS.
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
4. BACKFILL AND COMPACT THE
EXCAVATION SOIL
h
...r..A. r
CONTRACT DATE:
BUILDING TYPE:
PLAN VERSION:
SITE NUMBER:
STORE NUMBER:
PLOT DATE:
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KFC LJS
XX.XX.XX
KL60 -y04
Jan04 -E
283006
2004087.05
1331 S. RANGELINE ROAD
CARMEL, IN 46032
KL6O-y04
STORMWATER
POLLUTION
PREVENTION
NOTES DETAILS
C3.1
08.27.04