HomeMy WebLinkAbout0866.95.71. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME,
FERTILIZER, AND SEED
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6 "DEEP
x 6 "WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH 6 "OVERLAP. USE A
DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS,
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPE MUST BE ANCHORED
IN 6 "DEEP x 6 "HIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING.
6 BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET
AND STAPLED.
7. IN MEDIUM /HIGH FLOW CHANNEL APPLICATION, A STAPLE CHECK SLOT IS RECOMMENDED
AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE
WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A
STAGGERED PATTERN.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6 "DEEP x 6 'WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING
A A
CRITICAL POINTS
C A. OVERLAPS AND SEAMS C
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM /SIDE
SLOPE VERTICES.
NOTE HORIZONTAL STAPLE SPACING SHOULD BE ALTER IF NECESSARY TO ALLOW
STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
REFER TO GENERAL STAPLE PATTERN GUIDE ON EROSION CONTROL
DETAIL EC -14 .FOR. CORRECT STAPLE PATTERN RECOMMENDATIONS
FOR CHANNELS.
�� CHANNEL EROSION CONTROL BLANKET
NO SCALE
DRIPUNE J
- DRIPUNE
ORANGE PLASTIC FENCING
INSTALLED AT THE DRPUNE
TREE & SHRUB PRESERVATION
NO SCALE WITH TEMPORARY FENCING
E.
No.
i
930348
d f t
STATE OF 4�V $
CERTIFIED BY: REVISIONS
i
9T P06TS AND EXCAVATE A 4 "X4"
STEP 1: TRDXH UPSLOPE FRIOM AND ALONG STEP 2:
THE LINE OF POSTS.
STAPLE WIRE FENCING TO
THE POSTS.
STEP 3: STEP 0. � �.�
EXTEND ATTADi THE FILTER FABRIC TO 4 (1 THE WIRE FENCE AND ,
17 INTO THE F4O •
NON-WOYEN FILTER
- o
5
BACKFILL AND COMPACT
THE EXCAVATED SOIL.
PLAN
SILT FENCE BARRIER INSTALLATION
NO SCALE
1. PREPARE SOIL BEFORE INSTALLING BLANKETS,
4. THE EDGES OF PARALLEL BLANKETS MUST BE
INCLUDING APPLICATION OF LIME, FERTILIZER, AND
STAPLED 110TH APPROXIMATELY 2" OVERLAP
SEED. hU ; WHEN USING CELL-0-SEED, DO
NOT SEED PREPARED AREA, CELL- O-SEED MUST
5 WHEN BLANKETS MUST BE SPLICED DOWN THE
BE INSTALLED WITH PAPER SIDE DOWN.
SLOPE PLACE BLANKETS END OVER END
(SHINGLE STYLE) 110TH APPROXIMATELY 6"
2. BEGIN AT THE TOP OF THE SLOPE BY
OVERLAP. STAPLE THROUGH OVERLAPPED AREA,
ANCHORING THE BLANKET IN A 6" DEEP X 6"
APPROXIMATELY 12" APART
WIDE TRENCH. BACKFILL AND COMPACT THE
c
TRENCH AFTER STAPLING.
REFER TO GENERAL STAPLE PATTERN
3, ROLL THE BLANKETS DOWN THE SLOPE IN THE
GUIDE EC -14 FOR CORRECT STAPLE
DIRECTION OF THE WATER FLOW,
PATTERN RECOMENDATIONS,
SLOPE INSTALLATION GUIDE
C
3'
5'
S
A
X
STAPLES PER SO. Yi
NO SCALE
In=
3'
s 3' - •�-+ s
X
B
X X
4' -41C n_ aC X
X X X
X X X
D
It X X X
5 STAPLES PER SO, YD. 2 STAPLES PER SO, YD, 3.5 STAPLES PER SO. YD.
300
275
= 250
225
7i 175
150
125
100
75
50
25
it
4: t 3: t 2' t 1: t LOW MED iGH
FLOW FLOW
CHANNEL CHANNEL
SLOPE GRADIENT AND
STAPLE PATERN GUIDE SHORELINE
crow IMr
.,^ ^.m 'k, MAI [c
DI ANI
uCHED
SECTION
NOTE: PROPER PLACEMENT OF A SEDIMENT BARRIER IN A SWALE. POINTS "A"
SHOULD BE HIGHER THAN POINT "B ". (MINIMUM OF THREE BALES ARE REQUIRED.)
SWALE SEDIMENT BARRIER
NO SCALE
COMPACTED SOIL
NO GAPS IN - TO PREVENT PIPING
BALES
CURB INLET STAKED STRAW BALE
0.. W/ GRATE RUNOFF WATER
a W/ SEDIMENT r- FILTERED WATER
�) rI CHAIRBACK CURB
STRAW BALES-// rO
�=c
STAKED W/ TWO
STAKES PER BALES
STRAW BALE CURB INLET BARRIER
EC -3A NO SCALE
COMPACTED SOIL
TO PREVENT PIPING
DROP INLET NO GAPS IN
W/ GRATE BALES I
STAKED STRAW BALE
RUNOFF WATER
W/ SEDIMENT' FILTERED WATER
STRAW BALES END AND END •
STAKED W/ TWO OVERLAP AT
STAKES PER BALE CORNERS
STRAW BALE INLET B�,RRIER
EC -3 NO SCALE
4
55 GALLON C
CUT IN b
2 ROWS OF (4)
SLOTS PLACED AROUI
SILT PROTECTION FOR
DITCH GRATE CASTINGS
SLOTTED BARREL BARRIER
NO SCALE
r y
PR
Cauca
SECTION 02910 - SOIL EROSION CONTROL SEQUENCE
The following is a list in sequence of construction activities to
control soil erosion:
EROSION CONTROL SEQUENCE
Erosion control must be performed according to Indiana State Rule
327- IAC15 -5, referred to as Rule 5 (General Permit for Construction
Activities Storm Water Control), administered by the Indiana Deportment
of Environmental Management, and /or the local Planning Deportment in
the county where the construction activities ore to take place.
Erosion control activities must begin before construction, continue through
the construction phase, and be maintained following construction until
the area is stable.
Other erosion control measures may be needed during construction as
problems arise. Refer to the Indiana Handbook for Erosion Control in
Developing Areas for other measures to meet the requirements of Rule 5.
1. Contractor shall install sediment traps and strove bole
filters as port of the initial phase of any work to insure
maximum sat retention on -site.
2. Moss grade the site (sides of swoles, mounds and ponds to be
seeded and mulched immediately upon completion). Temporary
seeding shall be required for aG swoles and disturbed areas
that cannot be permanently seeded within a time period that will
prevent slope erosion. For temporary seeding, the
contractor shall utilize a fast growing seed of either opts,
annual ryegross, wheat or rye depending on time of year.
Disturbed areas sholl be kept to a minimum at all times.
1 Contactor shall control mud accumulation on oil streets
surrounding the project by installing a stone surface at all
locations where construction traffic leaves the site. Dust
shall be kept to a minimum by utilizing sprinkling, Calcium
Chloride, vegetative cover, sproy -on adhesives or other
approved methods.
4. Maintain all filters and traps during construction to
prevent any blockages from accumulated sediment. Additional
seeding and straw boles may be required during construction
as specified by Engineer or I.D.E.M. Rip -rap shall be
placed in areas of high velocity stream flow (minimum
size 1/3 cu. ft.). Payment for additional rip -rap (not
shown on plans) and seeding shall be paid for on a unit
basis.
5. Contractor sholl install all sanitary sewers, storm sewers,
subsurface drains, and water moms. Silt barriers shall be
installed at all storm inlets (including street inlets), and
all drainage swoles at 100 ft. intervals.
6. All proposed street areas sholl be poved as soon as possible
after subgrode is prepared.
7. All disturbed areas sholl be seeded and mulched as
specified.
8. Contractor sholl maintain alt temporary erosion control
measures throughout the construction phase of this project
and remove all temporary erosion and sediment controls only
when there is a sufficient growth of ground cover to prevent
further erosion.
^0'� vNu.„M
rL_, •ILI'
GATE 08-03 -1995 TIVE: 1L38 . _ILE: N: 93 bCV'0500 \CA
4
■
SECTION 02930 - SEEDING
1. Scope of Work
A temporary seeding mixture shall be used in the areas where
stripping or fills hove been graded sholl be used for silt
and erosion protection, or as shown on the erosion control
plan After grading, all construction areas are to be seeded.
Sodding or matting shall be used on oil swoles over 2% slope
and enbonkments in excess of 4 :1 slope, or as shown on the
erosion control plan.
2. Sodding: Locally grown Bluegrass blend uniform in color,
type, density, and thickness.
3. Permanent Seeding: March t to May 15 and August 10 to
October 15. (Dates may vary at discretion of Landscape
Architect depending on weather conditions.)
A. Swoles/Slopes: Blended mixture of seed shall be applied
at the rote of 110 pounds per acre. The mixture sholl
consist of 401 Mustang turf -type Tall Fescue, 301 Bonff
or Wabash Kentucky Bluegrass, 30# Fiesto Perennial
Ryegross and 10J Redtop Bentgross.
B. Graded Area Adjacent to Pavement: Blended mixture of
seed shall be applied at the rate of 90 pounds per acre.
The mixture sholl consist of 351 Mustang turf -type Tall
Fescue, 30# Fiesto Perennial Ryegross and 251 Bonff or
Wabash Kentucky Bluegrass.
4. Temporary Seeding:
A. May 15 to August 15; 401 /ocre Annoul Ryegross.
B. August 15 to November 15; 2 bushels /ocre Rye (groin) or wheat
C. March 1 to May 15, 3 bushels/acre Oats.
5. Fertilizer. Commercial analysis 12/12/12 applied at a rote
of 6001] /ocre. Apply lime to raise PH to the level needed
for species being seeded. Work fertilizer and lime into the
soil to a depth of 2 -3 inches.
6. All Hydroseeding shall be in accordance with the preceding
requirements.
7. Mulch: Straw to be used where application
is made by hydraulic mulching at the rate of one ton per
ocre Straw mulch may be used and applied uniformly in a
continuous blanket at the rate of 2 tons per acre within 24
hours otter seeding.
8. Sediment Control Fabric: Fabric shall be non -woven
construction composed of polypropylene and shall be
ultraviolet stabilized.
9. If temporary seeding is established prior to permanent
seeding, the mulch may be eliminated except in "bare areas.
10 If grading occurs during December, January, or February, no
seeding to take place till spring planting time; however, it
is imperative that all sediment filters and traps ore in
place prior to bulk earthmoving or clearing.
11. All *s along street (opproximately 25 foot behind curb)
sholl 6e seeded with permament seed mixture as soon as grade
is established. Reseeding may be required after utility
companies have installed their mains.
12 All lots /outlots where grading has occured and no
construction is expected to occur within 60 days, shall be
filled with additional 3' topsoil and seeded with the
temporary seeding process.
13. During dry weather, keep towns watered with sprinklers or
other approved methods. Reseed any areas not germinating or
damaged at intervals as may be required according to
seasonal condition. Water gross and execute necessary
weeding until acceptable and full stand of gross has been
obtained. Upon acceptance by the Owner, the Owner shall
assume maintenance of the town areas.
14 All dotes shown are nominal and may be varied with
concurrence of the Engineer or the Local Soil
Conservation Service Office.
END NEW
CROSS - SECTION
CONCRETE END SECTION
NO SCALE RIP -RAP DETAIL
CL- 1 t NO SCALE
REVISIONS PAUL I. CRIPE, INC. ♦ CIVIL ENGINEERING TECH SERVICES CHECK: DATE: DRAWING TITLE:
♦ LAND SURVEYING
8.4.95 EROSION DETAILS &
7172 GRAHAM ROAD ♦ ARCHITECTURE SCALE: SPECIFICATIONS
INDIANAPOLIS, INDIANA 46250
17 4 -6777 • LAND PLANNING DATE: -, ts^ NONE
1 ■
6
SHURGARD STORAGE FACILITY
DWG, TYPE FILE NUMBER SHEET:
JOB NUMBER C204
C
B
c
c
B
C
D
A
A
B
B
4: t 3: t 2' t 1: t LOW MED iGH
FLOW FLOW
CHANNEL CHANNEL
SLOPE GRADIENT AND
STAPLE PATERN GUIDE SHORELINE
crow IMr
.,^ ^.m 'k, MAI [c
DI ANI
uCHED
SECTION
NOTE: PROPER PLACEMENT OF A SEDIMENT BARRIER IN A SWALE. POINTS "A"
SHOULD BE HIGHER THAN POINT "B ". (MINIMUM OF THREE BALES ARE REQUIRED.)
SWALE SEDIMENT BARRIER
NO SCALE
COMPACTED SOIL
NO GAPS IN - TO PREVENT PIPING
BALES
CURB INLET STAKED STRAW BALE
0.. W/ GRATE RUNOFF WATER
a W/ SEDIMENT r- FILTERED WATER
�) rI CHAIRBACK CURB
STRAW BALES-// rO
�=c
STAKED W/ TWO
STAKES PER BALES
STRAW BALE CURB INLET BARRIER
EC -3A NO SCALE
COMPACTED SOIL
TO PREVENT PIPING
DROP INLET NO GAPS IN
W/ GRATE BALES I
STAKED STRAW BALE
RUNOFF WATER
W/ SEDIMENT' FILTERED WATER
STRAW BALES END AND END •
STAKED W/ TWO OVERLAP AT
STAKES PER BALE CORNERS
STRAW BALE INLET B�,RRIER
EC -3 NO SCALE
4
55 GALLON C
CUT IN b
2 ROWS OF (4)
SLOTS PLACED AROUI
SILT PROTECTION FOR
DITCH GRATE CASTINGS
SLOTTED BARREL BARRIER
NO SCALE
r y
PR
Cauca
SECTION 02910 - SOIL EROSION CONTROL SEQUENCE
The following is a list in sequence of construction activities to
control soil erosion:
EROSION CONTROL SEQUENCE
Erosion control must be performed according to Indiana State Rule
327- IAC15 -5, referred to as Rule 5 (General Permit for Construction
Activities Storm Water Control), administered by the Indiana Deportment
of Environmental Management, and /or the local Planning Deportment in
the county where the construction activities ore to take place.
Erosion control activities must begin before construction, continue through
the construction phase, and be maintained following construction until
the area is stable.
Other erosion control measures may be needed during construction as
problems arise. Refer to the Indiana Handbook for Erosion Control in
Developing Areas for other measures to meet the requirements of Rule 5.
1. Contractor shall install sediment traps and strove bole
filters as port of the initial phase of any work to insure
maximum sat retention on -site.
2. Moss grade the site (sides of swoles, mounds and ponds to be
seeded and mulched immediately upon completion). Temporary
seeding shall be required for aG swoles and disturbed areas
that cannot be permanently seeded within a time period that will
prevent slope erosion. For temporary seeding, the
contractor shall utilize a fast growing seed of either opts,
annual ryegross, wheat or rye depending on time of year.
Disturbed areas sholl be kept to a minimum at all times.
1 Contactor shall control mud accumulation on oil streets
surrounding the project by installing a stone surface at all
locations where construction traffic leaves the site. Dust
shall be kept to a minimum by utilizing sprinkling, Calcium
Chloride, vegetative cover, sproy -on adhesives or other
approved methods.
4. Maintain all filters and traps during construction to
prevent any blockages from accumulated sediment. Additional
seeding and straw boles may be required during construction
as specified by Engineer or I.D.E.M. Rip -rap shall be
placed in areas of high velocity stream flow (minimum
size 1/3 cu. ft.). Payment for additional rip -rap (not
shown on plans) and seeding shall be paid for on a unit
basis.
5. Contractor sholl install all sanitary sewers, storm sewers,
subsurface drains, and water moms. Silt barriers shall be
installed at all storm inlets (including street inlets), and
all drainage swoles at 100 ft. intervals.
6. All proposed street areas sholl be poved as soon as possible
after subgrode is prepared.
7. All disturbed areas sholl be seeded and mulched as
specified.
8. Contractor sholl maintain alt temporary erosion control
measures throughout the construction phase of this project
and remove all temporary erosion and sediment controls only
when there is a sufficient growth of ground cover to prevent
further erosion.
^0'� vNu.„M
rL_, •ILI'
GATE 08-03 -1995 TIVE: 1L38 . _ILE: N: 93 bCV'0500 \CA
4
■
SECTION 02930 - SEEDING
1. Scope of Work
A temporary seeding mixture shall be used in the areas where
stripping or fills hove been graded sholl be used for silt
and erosion protection, or as shown on the erosion control
plan After grading, all construction areas are to be seeded.
Sodding or matting shall be used on oil swoles over 2% slope
and enbonkments in excess of 4 :1 slope, or as shown on the
erosion control plan.
2. Sodding: Locally grown Bluegrass blend uniform in color,
type, density, and thickness.
3. Permanent Seeding: March t to May 15 and August 10 to
October 15. (Dates may vary at discretion of Landscape
Architect depending on weather conditions.)
A. Swoles/Slopes: Blended mixture of seed shall be applied
at the rote of 110 pounds per acre. The mixture sholl
consist of 401 Mustang turf -type Tall Fescue, 301 Bonff
or Wabash Kentucky Bluegrass, 30# Fiesto Perennial
Ryegross and 10J Redtop Bentgross.
B. Graded Area Adjacent to Pavement: Blended mixture of
seed shall be applied at the rate of 90 pounds per acre.
The mixture sholl consist of 351 Mustang turf -type Tall
Fescue, 30# Fiesto Perennial Ryegross and 251 Bonff or
Wabash Kentucky Bluegrass.
4. Temporary Seeding:
A. May 15 to August 15; 401 /ocre Annoul Ryegross.
B. August 15 to November 15; 2 bushels /ocre Rye (groin) or wheat
C. March 1 to May 15, 3 bushels/acre Oats.
5. Fertilizer. Commercial analysis 12/12/12 applied at a rote
of 6001] /ocre. Apply lime to raise PH to the level needed
for species being seeded. Work fertilizer and lime into the
soil to a depth of 2 -3 inches.
6. All Hydroseeding shall be in accordance with the preceding
requirements.
7. Mulch: Straw to be used where application
is made by hydraulic mulching at the rate of one ton per
ocre Straw mulch may be used and applied uniformly in a
continuous blanket at the rate of 2 tons per acre within 24
hours otter seeding.
8. Sediment Control Fabric: Fabric shall be non -woven
construction composed of polypropylene and shall be
ultraviolet stabilized.
9. If temporary seeding is established prior to permanent
seeding, the mulch may be eliminated except in "bare areas.
10 If grading occurs during December, January, or February, no
seeding to take place till spring planting time; however, it
is imperative that all sediment filters and traps ore in
place prior to bulk earthmoving or clearing.
11. All *s along street (opproximately 25 foot behind curb)
sholl 6e seeded with permament seed mixture as soon as grade
is established. Reseeding may be required after utility
companies have installed their mains.
12 All lots /outlots where grading has occured and no
construction is expected to occur within 60 days, shall be
filled with additional 3' topsoil and seeded with the
temporary seeding process.
13. During dry weather, keep towns watered with sprinklers or
other approved methods. Reseed any areas not germinating or
damaged at intervals as may be required according to
seasonal condition. Water gross and execute necessary
weeding until acceptable and full stand of gross has been
obtained. Upon acceptance by the Owner, the Owner shall
assume maintenance of the town areas.
14 All dotes shown are nominal and may be varied with
concurrence of the Engineer or the Local Soil
Conservation Service Office.
END NEW
CROSS - SECTION
CONCRETE END SECTION
NO SCALE RIP -RAP DETAIL
CL- 1 t NO SCALE
REVISIONS PAUL I. CRIPE, INC. ♦ CIVIL ENGINEERING TECH SERVICES CHECK: DATE: DRAWING TITLE:
♦ LAND SURVEYING
8.4.95 EROSION DETAILS &
7172 GRAHAM ROAD ♦ ARCHITECTURE SCALE: SPECIFICATIONS
INDIANAPOLIS, INDIANA 46250
17 4 -6777 • LAND PLANNING DATE: -, ts^ NONE
1 ■
6
SHURGARD STORAGE FACILITY
DWG, TYPE FILE NUMBER SHEET:
JOB NUMBER C204