HomeMy WebLinkAboutC402 - EROSION CONTROL DETAILS & NOTESSWPPP FOR CONSTRUCTION SITES:
1. 14 DIGIT WATERSHED HYDROLOGIC UNIT CODE:
051202011001
2. NAME OF ALL RECEIVING WATERS
W.R. FERTIC DRAIN, J.W. HAWKINS ARM.
3. ESTIMATE OF PEAK DISCHARGE FOR POST CONSTRUCTION
CONDITIONS (100-YEAR)
18.29 CFS
4. LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE
AT POINTS ±930' AND 1280' SOUTH OF THE INTERSECTION OF CITY CENTER DRIVE AND
THE MONON TRAIL.
5. LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER,
SUCH AS ABANDONED WELLS OR SINKHOLES
STORMWATER IS NOT ANTICIPATED TO ENTER GROUNDWATER WITHIN THE PROJECT LIMITS.
6. SEE SHEET C001 FOR SOILS MAP.
SOILS MAP OF THE PREDOMINANT SOIL TYPES INCLUDING:
a. SOIL LEGEND WITH DESCRIPTIONS OF EACH SOIL TYPE
Br - BROOKSTON SILTY LOAM
THIS SOIL IS DARK COLORED, SILTY IN TEXTURE AND ON DEPRESSION&
UPLANDS. IT IS DEEP AND VERY POORLY DRAINED WITH MODERATE
PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND
HIGH ORGANICMATTER CONTENT. IT HAS COMPACT TILL STARTING AT
A DEPTH OF 40 TO 60 INCHES. THE MAIN SOIL FEATURES THAT AFFECT
THE URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, HIGH
POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, MODERATE
PERMEABILITY AND DETENTION BASIN SURFACE WATER.
b. BRIEF DESCRIPTION OF HOW THE SITE HAS
ACCOMMODATED THE EXISTING SOIL LIMITATIONS
Br - BROOKSTON SILTY LOAM
BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE
CONSTRUCTED AS FOLLOWS: BEING A DEVELOPMENT WITHIN
THE JURISDICTION OF THE CITY OF CARMEL AND HAMILTON
COUNTY WILL HAVE TO ABIDE BY THE CURRENT SUBDIVISION
CONTROL ORDINANCE. THIS ORDINANCE REQUIRES THAT WE HAVE
AN ARTIFICIALLY DRAINED SITE AND THAT THE BUILDINGS WITHIN
THIS DEVELOPMENT BE WELL ABOVE THE 100 YR. ELEVATION
OF THE PROPOSED DETENTION BASINS AND THEREFORE BE
PROTECTED FROM FLOODING. ALL SANITARY SEWERS SHALL BE
PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED.
FOUNDATION DRAINS WILL BE INSTALLED TO ALLEVIATE POOR
DRAINING SOIL CONDITIONS.
7. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE CONSTRUCTION
ACTIVITIES
POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE
SEDIMENT, CONCRETE WASTEWATER, TRASH, FOSSIL FUELS, OIL, GREASE
AND PAINT. EXPOSURE OF THESE POLLUTANTS TO STORM WATER RUNOFF
SHOULD BE MINIMIZED BY PERFORMING ACTIVITIES SUCH AS EQUIPMENT
STORAGE, REFUELING, MAINTENANCE AND PORT -A -LET PLACEMENT IN
DESIGNED AREAS AS SHOWN ON THIS SHEET.
8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES:
a. LOCATION - SEE SHEET C401
b. DIMENSIONS - SEE DETAILS ON SHEETS C401 AND C402
c. DETAILED SPECIFICATIONS - SEE SPECIFICATIONS IN PROJECT MANUAL
d. CONSTRUCTION DETAILS - SEE DETAILS ON SHEETS C401 AND C402
e. MONITORING AND MAINTENANCE GUIDELINES - SEE TABLE ON SHEET C402
9. GENERAL CONSTRUCTION SEQUENCE
EACH PLAN SHOULD CONTAIN MULTIPLE STORMWATER
POLLUTION PREVENTION MEASURES. ALL MEASURES WILL NOT BE
INSTALLED AT THE SAME TIME. VARIOUS MEASURES WILL BE INSTALLED
AT DIFFERENT TIMES THROUGHOUT THE CONSTRUCTION PROCESS. SOME
WILL BE INSTALLED PRIOR TO AND DISTURBANCE, AND OTHERS MAY NOT
BE INSTALLED UNTIL WORK AT THE SITE PROGRESSES TO AN AREA
WHERE THEY ARE NECESSARY. EACH PROPOSED MEASURE SHOULD BE
IDENTIFIED IN THE SEQUENCE AS TO WHEN IT IS TO BE INSTALLED IN
RELATION TO THE LAND DISTURBING ACTIVITIES.
10. LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR
DISPOSAL AREAS
THESE AREAS SHALL BE INCLUDED AS PART OF THE PLANS
WHETHER THEY OCCUR ON OR OFF SITE.
NO TOPSOIL STOCKPILES OR BORROW AREAS ARE PROPOSED ON THE SITE. EXCESS
TOPSOILS SHALL BE RE -USED ONSITE WHERE POSSIBLE.
11. TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS
APPROPRIATE FOR EACH SEASON - SEE SHEET C402.
PROVIDE APPLICATION RATES FOR SOIL AMENDMENTS AND SEED MIXTURES, AS WELL AS,
THE TYPE AND APPLICATION RATE FOR MULCH. - SEE SEEDING SCHEDULE ON THIS
SHEET.
12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR
INDIVIDUAL BUILDING LOTS - NOT APPLICABLE
13. MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION PLAN
a. LIST OF EXPECTED MATERIALS THAT MAY BE PRESENT ON
THE SITE DURING CONSTRUCTION OPERATIONS
b. WRITTEN DESCRIPTION OF HOW THESE MATERIALS WILL BE
HANDLED TO MINIMIZE THE POTENTIAL OF ENTERING THE
STORM SEWER SYSTEM
c. PROCEDURES FOR THE CONTRACTOR TO TAKE IF ANY
SPILLS OCCUR DURING CONSTRUCTION.
SEE PLAN ON THIS SHEET
14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL
RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR THE PROJECT SITE:
STEVE WARNE
SIGNATURE CONSTRUCTION
ONE PEDCOR SQUARE 720 3RD AVENUE S.W. CARMEL, IN 46032
PH:317-753-3169
15. CURRENT REVISION DATE ON ALL SHEETS - SEE SHEETS
SWPPP FOR POST -CONSTRUCTION:
1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND
USE.
EXPECTED POLLUTANTS IN STAGE POST -DEVELOPMENT STAGE INCLUDE OIL, GREASE,
ANTIFREEZE, GASOLINE, ETC. THAT COULD BE SPILLED BY TENANTS. ADDITIONAL POTENTIAL
POLLUTANTS INCLUDE FERTILIZERS, TRASH, PESTICIDES, AND HERBICIDES.
2. POST -CONSTRUCTION STORMWATER QUALITY MEASURES:
POST -CONSTRUCTION STORMWATER QUALITY MEASURES WILL
CONSIST OF TWO EXISTING HYDRODYNAMIC SEPARATORS (AQUASWIRL):
3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE
IMPLEMENTATION DESCRIPTION OF WHEN THE PROPOSED POST CONSTRUCTION
STORMWATER QUALITY MEASURES WILL BE INSTALLED IN RELATION TO THE GENERAL
CONSTRUCTION SEQUENCE.
SEE CONSTRUCTION SEQUENCE ON SHEET C401.
4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE
ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS
NO STREAM OR RIPARIAN HABITATS ARE LOCATED NEAR THE SITE.
5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL
POST -CONSTRUCTION STORMWATER QUALITY MEASURES:
POST -CONSTRUCTION BMPS ARE EXISTING AND WERE INSTALL IN APPROXIMATELY 2005.
MATERIAL HANDLING, STORAGE AND
SPILL PREVENTION PLAN
MATERIAL HANDLING, STORAGE AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE RELEASE
OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT THIS MATERIAL
HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL
SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. IF A SPILL SHOULD
OCCUR PLEASE CONTACT THE APPROPRIATE AUTHORITIES BELOW:
EMERGENCY RESPONSE 911
CARMEL FIRE DEPARTMENT (317)571-2600
CARMEL POLICE DEPARTMENT (317)571-2545
INDIANA DEPARTMENT OF NATURAL RESOURCES (812)477-8773
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (317)233-7745
HAMILTON COUNTY SOIL AND WATER (317)773-2181
1. CONSTRUCTION EQUIPMENT
A. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO
EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED ON SHEET C301, SO THAT
SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION WHICH WILL FACILITATE THE CLEANUP OF
SPILLS. IF AN OUTSIDE FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE
WALLED AND STORED IN THIS DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL NOT
ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL,
THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR
STONE WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD
SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL, SUCH AS OIL DRY AND THE
ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE
REPORTED IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT.
B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR
THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY
THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT
MUST BE REPAIRED ON SITE, IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA
IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE
EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE
DISPOSED OF IN A PROPER MANNER.
C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR
LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED
FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN
ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINERS, SUCH AS GREASE TUBES AND
LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED
OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON
THE CONSTRUCTION SITE.
2. CONSTRUCTION MATERIALS AND THEIR PACKAGING
A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR TO
AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION.
EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN
THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING
CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHER, AND BY
APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON
COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION,
TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS, AND INLET
PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND
DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY
REVEGETATED.
B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS
SHALL BE PROPERLY DISPOSED OF IN SUITABLE ON SITE WASTE CONTAINERS. THE SITE
SHALL BE CHECKED AT THE END OF THE DAY, AT A MINIMUM, AND ALL WASTE MATERIALS,
INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL BE PICKED UP AND
DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING
THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA
PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY
TO MINIMIZE WIND DISPERSAL.
PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE
FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS
PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ON SITE FOR
FUTURE USE. PACKAGED MATERIALS STORED ON SITE SHALL BE INSPECTED REGULARLY AND
ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY.
C. ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL
PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY
DIRT BAGS. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE
QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS FROM ENTERING
THE STORM SEWER SYSTEM.
D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION
EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE
CONSTRUCTION STAGING AREA AS SHOWN WITHIN THESE PLANS.
E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN
THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE
PRODUCTS RECOMMENDED USAGE.
3. CONCRETE WASTE WATER
A. ALL CONCRETE WASTE WATER SHALL BE HELD OF IN THE DESIGNATED AREA AS SHOWN ON
THE PLANS. THIS AREA IS A 24" DEEP, 20'X10' BLOCK BASIN WITH AN IMPERVIOUS
MEMBRANE. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM, WHEN THIS
AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE
CONTAINER AND DISPOSED OF IN A PROPER MANNER.
4. PAINT PRODUCTS
A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER
BY WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES SHALL PAINT OR
THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM
SEWERS OR DETENTION BASINS. ANY VIOLATIONS OF THIS SHALL BE REPORTED TO THE JOB
SUPERINTENDENT.
IN THE EVENT OF ACCIDENTAL CONTAMINATION ALL EFFORTS SHOULD BE MADE TO REMOVE
CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT (317-571-2600)
SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED.
2" X 2" X 3'-0" woode^
stake or 1 /2" steel po:
See notes this sheet.
12" Dia. Filter Sock -
see plans for location
Erosion Control blanket
see plans for applicabil
Filter Sock General Notes:
1. Remove sediment from behind the filter
sock once it accumulates to one-half of
the original height of the filter sock.
2. Inspect filter socks after each runoff
event. Remove and replace if signs of
undercutting or downstream rills are
observed.
3. Filter socks should be removed from
slopes after stabilization is complete,
unless directed to leave in place by Agency.
4. Removal shall be accomplished by cutting
sock open and spreading the fill
material on the site. All non -biodegradable
12" Min.
materials shall be removed. Filter socks
applied in ditches shall be completely
removed once vegetation is established or as
directed otherwise by Agency.
F LTER SOCK DETA L
4 1 3 i 2
ELEXST❑RM P/Ns 62MSQFX
SQ INLET TYPE: RAISED CAST IR❑N FRAME AND FLAT RECTANGULAR/SQUARE GRATE
A: GRATE WIDTH (LEFTTO RIGHD
9: FRAME CLEAR OPENING WIDTH (LEFTTO RIGHT)
C: GRATE DEPTH (FRONT TO MCIQ
D: FRAME CLEAR OPENING DEPTH IFRONTTO EACIQ
B" -D-
Catch -it Frame with FX Bag
Field Inlet Dimensions
Flexstomt Framing Dims
Flexstorm Ratings
Grate Size
(AXC)
Clear Opening
(Bx D)
Bag Capacity
(ft')
FX/FX+Flow
Rate(CFS)
Bypass
(CFS)
ADS PM
Flexstoml Item code
61
Di
At
C1
62MSQFX
GSQ-180-180-170-170-FX
18 x 18
17.17
16.0
16.0
180
180
16
27
3.1
62MSQFX
GSQ-198-198-180-180-FX
19.75x 1975
18x 18
175
17.5
195
195
19
30
34
62MSQFX
GSQ-218-148-200-130-FX
21.75 X 14.75
20 x 13
19.5
12.5
2L5
14.5
1.6
2.7
3.1
62MSQFX
GSQ-218-218-196-196-FX
21.75 x 21.75
19.6 x 19.6
19.5
19.5
21.5
21.5
2.4
3.3
3.8
62MSQFX
GSQ-218-218-200-200-FX
21.75 x 21.75
20 x 20
19.5
19.5
21.5
21.5
2.4
3.3
33
62MSQFX
G30-223-223-199-199-FX
22.25 x 22.25
20.125 x 20.125
19.5
19.51
21.5
21.5
2.4
3.3
3.8
62MSQFX
GSQ-223-223-201-201-FX
22.25 x 22 25
20.125 x 20.125
19.5
195
215
215
2 4
33
3.8
62MSQFX
GSQ-225-225-207-195-FX
22.5 x 22 5
(2) 20.687 x 19.5
19.0
190
225
190
2 3
32
5.5
62MSQFX
GSQ-225-223-203-203-FX
22.5 x 22.25
20.25 x 20.25
20.0
20.0
22.0
22.0
2.5
3.4
3.9
62MSQFX
GSQ-225-225-205-205-FX
22.5 x 22.5
20.5 x 20.5
20.0
20.0
22.0
22.0
2.5
3.4
3.9
62MSQFX
C-SQ-228-228-208-208-FX
22.75 x 22.75
20.75x 20.75
20.5
20.5
22.5
22.5
2.7
3.5
4.0
62MSQFX
GSQ-230-201-205-176-FX
23x 20.125
20.5x 17.62
20.0
17.5
22.0
19.5
2.2
3.2
3.6
62MSQFX
GSQ-231-203-205-180-FX
23.1 x 20.25
20.5 x 18
195
175
230
175,
22
3.1
54
62MSQFX
GSQ-235-235-220-220-FX
23.5 x 23 5
22.22
215
215
235
235
29
36
4.1
62MSQFX
GSQ-236-236-221-221-FX
23.625 x 23.625
22.125x 22.125
21.5
21.5
23.5
23.5
2.9
3.6
4.1
62MSQFX
GSQ-238-238-220-220-FX
23,75 X 23.75
22 X 22
21.5
21.5
23.5
23.5
2.9
3.6
4.1
62MSQFX
G50-239-215-220-198-FX
23.87 x 21.5
22 x 19.75
21.5
19.0
23.5
21.0
2.6
3.4
3.9
62MSQFX
GSQ-239-239-215-223-FX
23.87 x 23.87
21.5 x 22.25
21.0
21.5
23.0
23.5
2.9
3.6
4.1
62MSQFX
GSQ-239-239-220-220-FX
23.87 x 23 87
22 x 22
215
215
235
235
29
36
4.1
62MSQFX
GSQ-239-239-223-223-FX
23 87 x 23 87
22.25 x 22 25
215
215
235
235
29
36
4.1
GSQ-240-163-223-145-FX
24x 16.25
22.25x 14.5
21.5
14.0
23.5
16.0
1.9
3.0
3.4
F62M-SQFX
GSQ-240-215-220-195-FX
24x 21.5
22x 19.5
27.5
12.5
295
14.5
2.2
3.4
5.8GSQ-240-223-218-205-FX
24 x 22.25
21.75 x 20.5
20.5
20.0
24.0
22.0
2.6
3.4
5.9GSQ-240-240-220-220-FX
24 x 24
22 x 22
21.5
21.5
23.51
23.51
2.9
1 3.6
4.1
NOTES;
1, RATINGS SHOWN ARE FOR STANDARD 22' BAG DEPTH/ 'SHORT' 12' DEPTH BAGS ARE
AVAILABLE WITH -S SUFFIX) RATINGS REDUCED BY -50%,
2, THE FOLLOWING REQUIRES ADDITIONAL REVIEW
-GRATES WITH EXTENDED BOTTOMS
-ANY OBSTRUCTED INLET OPENINGS
n
CD
N
LO
LJ
FINISH
GRADE
1 1 /2"X 1 1 /2"X 24"
LONG WOOD LATH TO
SECURE TO STAKES
36" WIDE NON -WOVEN
POLYPROPYLENE GEOTEX
FABRIC (4.5 OZ/SY)
MAINTAIN BY
REMOVING
ACCUMULATED SILT
CUT CONTINUOUS TRENCH,
6" TO 8" DEEP & INSERT
LOOSE END OF FABRIC,
BACKFILL W/ EXCAVATED
MATERIAL & COMPACT
2"X 2"X 36" LONG HARDWOOD
STAKES W/ ONE END
SHAPPENED & SPACED 5-0"
O.C.
SILT FENCE DETAIL
WHEAT OR RYE
OATS
ANNUAL RYEGRASS
NON -IRRIGATED*
IRRIGATED
DORMAT SEEDING**
NO SCALE
TEMPORARY SEEDING DATES:
JAN I FEBI MARI APRI MAYI JUNI JULI AUGI SEPI OCTI NOVI DEC
SEEDING DA
mom 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.
** INCREASE SEEDING APPLICATION BY 50%.
FIGURE 5-3
TEMPORARY SEEDING:
KIND OF SEED 1000 SQ.FT. ACRE REMARKS
WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1" TO 1-1/2" DEEP
SPRING OATS 2.3 LBS. 3 BU. COVER SEED TO 1 DEEP
ANNUAL RYEGRASS 1 LB. 40 LBS. COVER SEED TO 1 4 DEEP
* NOT NECESSARY WHERE MULCH IS APPLIED.
SEEDING SCHEDULE
1
r1I A KI /Ir\A/
STAPLE DETA L
Wood or metal
stakes (2 per bale) -
Straw bales
(2 bales high Max)
Original ground -
Gravel -filled
bags in corners
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� n
4 1 3 i
FLEXST❑RM P/Ns 62MRDFX
RD INLET TYPE: RAISED CAST IR❑N FRAME AND ROUND GRATE
/Iy,�`►�y A I
�V=r�
, A GRATE DIAMETER
B: FRAME CLEAR OPENING DIAMETER
f B
Catch -It Frame with FX Bag
Field Inlet Dimensions
Flexstorm Framing
Dims
Flexstorm Ratings (Flow at 60% max)
A
B
Bag Capacity
(ft')
PC/PC-Flw
Rate (CFS)
Bypass
(CFS)
ADS PM
Flexstorm Item Code
61
Al
62MRDFX
C-RD205-180-FX
20.5
18
17.5
20.0
1.1
1.1
4.1
62MRDFX
GRD218-200-FX
21.75
20
19.3
21.8
1.3
1.2
4.5
62MRDFX
GRD-220-200-FX
22
20
19.5
22.0
1.3
1.3
4.5
62MRDFX
C-RD-225-200-FX
22.5
20
19.5
22.0
1 1.3
1.3
4.5
62MRDFX
C-RD228-200-17X
22.75
20
19.5
22.0
1.3
1.3
4.5
62MRDFX
C-RD320-200-FX
32
20
19.5
22.0
1.3
1.3
0.0
62MRDFX
I GRD228-203-FX
22.75
20.25
19.8
22.3
1.4
1.3
4.5
62MRDFX
GRD229-201-FX
22.87
20.125
19.6
22.1
1.3
1.3
4.5
62MRDFX
GRD225-203-FX
22.5
20.25
19.8
22.3
1.4
1.3
4.5
62MRDFX
GRD-228-203-FX
22.75
2025.
19.8
22.3
1.4
1.3
4.5
62MRDFX
GRD-223-204-FX
22.25
20.375
19.8
22.3
1.4
1.3
4.5
62MRDFX
GRD220-205-FX
22
20.468
19.5
22.0
1.3
1.3
4.5
62MRDFX
GRD223-205-FX
22.25
20.5
19.8
22.3
1.4
1.3
4.5
62MRDFX
GRID-225-205-FX
22.5
20.5
20.0
22.5
1.4
1.3
4.6
62MRDFX
GRQ228-205-FX
2275
205
200
22.5
14
13
4.6
62MRDFX
GRD230-205-FX
23
205
200
22.5
14
13
4.6
62MRDFX
GRD228-206-17X
22.75
20.62
20.1
22.6
1.4
1.3
4.7
62MRDFX
GRD228-208-FX
22.75
20.75
20.3
22.8
1.4
1.3
4.7
62MRDFX
GRD230-209-FX
23
20.87
20.4
122.9
1.4
1.3
4.7
62MRDFX
GRD223-210-FX
22.25
21
19.8
22.3
1.4
1.3
4.5
62MRDFX
GRD228-210-FX
2275
21
203
22.8
14
13
4.7
62MRDFX
GRD228-210-FX
22.75
21
20.3
22.8
1.4
1.3
4.7
62MRDFX
GRD-230-210-FX
23
21
20.5
23.0
1.5
1.3
4.7
62MRDFX
GRD238-210-FX
23.75
21
20.5
23.0
1.5
1.3
4.7
62MRDFX
C-RD-238-21 1 -FX
23.75
21.056
20.6
23.1
1.5
1.3
4.7
62MRDFX
GRQ230-211-FX
23
21.06
20.5
23D
15
13
47
62MRDFX
GRD228-211-FX
22.75
21.125
20.3
22.8
1.4
1.3
4.7
62MRDFX
GRD-234-211-FX
23.375
21.125
20.6
23.1
1.5
1.3
4.7
62MRDFX
GRD228-213-FX
22.75
21.25
20.3
22.8
1.4
1.3
4.7
62MRDFX
GRD238-215-FX
23.75
21.468
21.0
23.5
1.5
62MRDFX
GRD-225-215-FX
225
21.5
20.0
22.5
14
13
4.6
62MRDFX
GRD235-215-FX
23.5
21.5
21.0
23.5
1.5
62MRDFX
GRD238-217-FX
23.75
21.656
21.2
23.7
1.6
NOTES,
1, RATINGS SHOWN ARE FOR STANDARD 22' BAG DEPTH/ 'SHORT' 12' DEPTH BAGS ARE AVAILABLE WITH -S
SUFFIX; RATINGS REDUCED BY -50%,
2, THE FOLLOWING REQUIRES ADDITIONAL REVIEW
-GRATES WITH EXTENDED BOTTOMS
-ANY OBSTRUCTED INLET OPENINGS
4
6" STONE DEPTH MIN.
NLET PROTECT ON DETAIL
COMPACTED SUBGRADE
ELEV. TO BE 6" MIN.
BELOW FINISH GRADE)
TEMPORARY CONSTRUCTION ENTRANCE DETAIL
1. STONE SIZE SHALL CONFORM TO ASTM D48
(2" TO 3" DIA.)
2. PERIODIC STONE TOP DRESSING & WASHING
AS REQUIRED.
NO SCALE
SEE SHEET C401
PROFILE VIEW
TEMPORARY CONSTRUCTION ENTRANCE
CONCRETE
WASHOUT
NO SCALE
Plywood
4'-0" x 2'-0"
painted white
Black letters
6' height
Lag screws (1/2")
post
2"x3-1/2"x8'-0")
o C
I
0
CONCRETE WASHOUT
14'-9" Min
OA
WASHED STONE SUBBASE
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTICIPATED)
O
o o O O o O a O O
O
0
0
0
0
0
O
0
0
0
0 0
o p
o o
p o
0 0
Straw bales
Wo d or metal
sta�ies
Wedge loose
straw between
bales
Gravel -filled
bags in corners
SIGN DETAIL PLAN
Staples Plastic liner TEMPORARY CONCRETE WASHOUT F A C L TY
(2 per bale)
(On Grade)
NOTES:
1. The concrete washout sign shall be installed
_ within 50' of the temporary concrete
washout facility.
I
2. Plastic liner shall be anchored with gravel -filled
SECTION C-C bags for below grade concrete washout
facility.
CONCRETE WASHOUT DETA L r3--�
CIRCLE
DESIGN GROUP
INDIANAPOLIS, IN 1 317,781-6200
C I RCLEDESIGN GROUP.COM
Engineer:
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910023
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KEY PLAN
CARMEL CITY CENTER
SCALE:NTS
PLAN NORTH
Developer:
P E D C O R
DEVELOPMENT CO.
Project:
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COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE
PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, L-C. ALL
INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION
AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS
PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,
INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL
INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND
PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND
PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,
THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR
PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE
DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,
MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE
SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.
STUTZMAN AND PEDCOR DESIGN GROUP, LLC. m COPY RIGHT 2015
JAMES R. STUTZMAN, AIA, Cannel, Indiana.
CONSTRUCTION DOCUMENTS
Set Issue Date Sheet Issue Date
06/30/21
Drawn By Checked By
DBH RDM
Last Revision Date-
11/19/21 - CITY OF CARMEL ADLS COMMENTS
Sheet Title:
EROSION CONTROL
DETAILS & NOTES
Sheet Number:
C402
NO SCALE
NO SCALE
NO SCALE