HomeMy WebLinkAbout09050022 C5.1 Stormwater Pollution Prevention PlanBC.; 879.73
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NOTE:
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL
CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION
TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH
DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS- BUILT /RECORD DRAWINGS
SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES
IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL
FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION
OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND
AS APPROVED BY THE CITY OF CARMEL.
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EROSION CONTROL
BLANKET REIM
NOTE:
NO EAR11-1 DISTURBING ACTIVITIES MAY COMMENCE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
NOTE:
IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF
'THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN
IN FOOT OF THE PROPOSED RIGHT-OF-WAY.
t
PROPOSED EROSION CONMQL LEGEND
1111111( SF )111111 SILT FENCE
N
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CATCH-ALL INLET
PROTECTION
SILT FENCE INLET
PROTECTION
CROSBY SILT LOAM,
0 TO 3 PERCENT SLOPES
EROSION CONTROL
BLANKET
GRAVEL CONSTRUCTION
ENTRANCE
SOIL BOUNDARY
MIN1 DISTURBED AREA
NOTE:
CONTRACTOR SHALL MAINTAIN ALL
SILT FENCE INLET PROTECTION BOXES
UNTIL PAVEMENT IS INSTALLED. AFTER
PAVEMENT, CATCH-ALL INLET PROTECTION
SHALL BE MAINTAINED IN EACH INLET
UNTIL CONSTRUCTION IS COMPLETE.
D.
M.
P.
R.
FND.
SANITARY SEWER MANHOLE
STORM SEWER; END SECTION, INLET
GAS LINE
WATER LINE
ELECTRIC LINE (AERIAL)
TELEPHONE LINE (AERIAL)
CABE TELEVISION (AERIAL)
BURIED TELE. CABLE
BURIED ELEC. CABLE
BURIED CABLE TV
RIGHT OF WAY LINE
EASEMENT LINE
CENTER LINE
DEED DIMENSION
MEASURED DIMENSION
PIAT DIMENSION
RADIUS
ARC LENGTH
FOUND
o DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET.
CAP STAMPED "PI CRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED.
0 DENOTES A MAG NAIL W/SHINER SET. SHINER STAMPED "P.I CRIPE FIRM
NO. 0055" UNLESS OTHERWISE NOTED.
40'
0
43-
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FLOOD PLAIN STATEMENT
THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR
FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE
RATE MAP COMMUNITY PANEL NUMBERS 18057CO206F AND
18057CO207F DATED FEBRUARY 19, 2003.
EROSION CONTROL NOTES
1. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING
REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION.
2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT
APPLY.
3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR
SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM
LEAVING THE SITE.
4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF
DEEMED NECESSARY BY ON SITE INSPECTION.
5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES
AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM
WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES
EROSION AT THE POINT OF DISCHARGE.
6. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE
CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL
WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED.
7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE
MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE
FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE
FOR DISPOSAL.
8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE
BE COLLECTED AND RE-DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT,
AND AT LEAST ONCE A WEEK.
9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY
WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER
FABRIC.
10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITFIIN CONSTRUCTION
AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED
ON SITE.
11. THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR
FLOODWAY FRINGE AS INDICATED ON THE FLOODWAY INSURANCE RATE MAP
COMMUNITY PANEL NUMBERS 18057CO206F AND 18057CO207F
FEBRUARY 19, 2003.
12. SCHEDULE OF EARTHWORK ACTIVITIES:
a. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT
TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS
POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO
PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED
WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 15 DAYS OR AS
DIRECTED BY THE ENGINEER.
b. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31.
STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND
FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE
INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS
POSSIBLE.
CAUTION
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE including, but not limited to, manholes, inlets,
valves, and marks made upon the ground by others AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH 'THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-382-5544
CALL TOLL FREE
INDIANA UNDERGROUND
80'
POWER POLE
GUY WIRE
TELEPHONE RISER
UTILITY RISER; ELEC. CTV
ELECTRIC TRANSFORMER
STREET LIGHT
LIGHT POLE
FLOOD LIGHT
TRAFFIC SIGNAL
FIRE HYDRANT
VALVE; GAS WATER
STREET SIGN
ELECTRIC MANHOLE
TELEPHONE MANHOLE
SEWER CLEANOUT
WATER METER
GAS METER
ELECTRIC METER
ID PIPELINE MARKER POST
Eia PIPELINE PATROL PLANE MARKER
PIPELINE CASING VENT
PIPELINE TEST STATION
MAILBOX
SPRINKLER HEAD
0 11111 AMERICAN
STRUCTUREPOINT
INC
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256-3957
TEL 317.547.5580 FAX 317.543,0270
www.structurepoint.com
BROWNING INVESTMENTS INC.
6100 W. 96TH STREET
SUITE 250
INDIANAPOLIS, IN 46278
INDIANA SPINE GROUP
MERIDIAN MAIN
CARMEL, INDIANA
CONSULTANTS
4 I
41
DRAWN BY.
CHECKED BY.
N3SUED FOR.
1
ADLS STAFF REVIEW
C5.1
4.
0 STATE OF 441
l'';';'4.451
CC
Y 7/
DATE. 05.22.09
PROJECT 02009.00631
EBA
TIM
DATE.
07/03/09
STORM WATER
POLLUTION
PREVENTION PLAN