HomeMy WebLinkAboutC602 DetailsMAINTENANCE INSTALLATION GUIDELINES
EROSION CONTROL MEASURE
MAINTENANCE
INSTALLATION SEQUENCE
STONE ENTRANCE
INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE;
RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL;
TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND
SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY
PRIOR TO CLEARING AND GRADING
SILT FENCE
INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION
OR DAMAGE TO FENCE MATERIAL: REMOVE SEDIMENT AT DEPTH OF ONE
HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID
UNDERMINING DURING CLEANOUT
PRIOR TO CLEARING AND GRADING
EXISTING INLET PROTECTION
WEEKLY, AFTER STORM EVENTS, AND AS NEEDED
PRIOR TO CLEARING AND GRADING
T
PROTECTION
TREE EC 0
T R EVENTS,
WEEKLY, AFTER STORM T AND AS NEEDED
WEE L E S O EVE S D 5 EEDED
PRI R CLEARING
0 TO C E I AND IN
L G D GRAD G
TEMPORARY SEEDING
P
IN TPERIODICALLY T RIFYA ESTABLISHMENT
SEC TO VERIFY ADEQUATE F 0
Q
V TAT STANDS; RESEED AND MULCH NEEDED; IN AFTER
VEGETATIVE S DS, EEEED A D MULC AS EEDED P SECT E
STORM EVENTS AND REPAIR EROSION DAMAGE; TOP DRESS FALL SEEDED
WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY
OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED
AFTER ROUGH GRADING
PERMANENT SEEDING
INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE
STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER
SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE
AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR
SEEDING AND MULCHING
AFTER FINISH GRADING OF EACH AREA
EROSION CONTROL BLANKET
INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH
STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED
PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET;
INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED
AFTER FINISH GRADING
INLET PROTECTION
INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED
REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE
AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC
AFTER EACH INLET IS PLACED
SEED, SOD I LANDSCAPE
AROUND UNITS FINISHED
KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED
AFTER FINISHED GRADING AROUND FINISHED UNITS
REMOVAL OF INLET PROTECTION
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SILT FENCE
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
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PIPE SIZE
8" TO 15"
18" OVER
BEDDING BELOW THE
PIPE BARREL
O.D. /4
MIN, 4"
O,D. /4
MAX. 8"
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10.25'
TOOLED CONTRACTION JOINT
1/4" WIDE, MIN, 1 1/2" DEPTH
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OVERFLOW WEIR SECTION
NO SCALE
10.25'
870.0
NON WOVEN FILTER FABRIC
EDGE OF BLANKET SHALL
BE ANCHORED IN A 6" DEE�
X 6" WIDE TRENCH,
15' O"
S7 -per 0
NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED
PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE
PROPOSED TYPE AND USE.
EROSION CONTROL BLANKET REQ'D.
NORTH AMERICAN GREEN SC150 OR EQUAL
BLANKET TO BE STAPLED IN PLACE
WITH STAPLES AT 2 PER SQUARE YARD.
EDGE OF BLANKET SHALL
BE ANCHORED IN A 6" DEEP'
X 6" WIDE TRENCH.
MAXIMUM SLOPE
PROPOSED DITCH
EDGE OF BLANKET SHALL BE ANCHORED IN A
12" DEEP X 6" WIDE TRENCH.
TYPICAL EROSION CONTROL BLANKET
NO SCALE
3" HARDWOOD
MULCH
REMOVE UPPER
1/3 OF BURLAP
SOIL MIX: 3 PARTS
TOPSOIL 1 PART
PEAT.
SUBGRADE
SCARIFY POT
BOUND PLANTS
Tr_ tT�
,TWICE BALL DIA
NO SCALE
REMOVE ANY BINDING
AROUND PLANT STEM
CREATE 4" SAUCER
FINISH GRADE
B B OR CONTAINER
GROWN ROOT BALL
SHRUB PLANTING DETAIL
-1"
10 1/2:1
2' -6 1/2
NO SCALE
1' -0"
TRAFFIC TURN ARROW
INITIAL BACKFILL 6" OF HAND
PLACED NATIVE MATERIAL
WITH SOLIDS NO LARGER
THAN 2 -3 INCHES IN DIAMETER
WALKED IN FOR COMPACTION
#8 CRUSHED STONE OR
FRACTURED FACE AGGREGATE
HAND TAMPED OR WALKED
IN TO 1/2 0.D. 6
PER SPECS.
PERMANENT
SEEDING
TEMPORARY
SEEDING
MULCHING
GROUND
LINE
POST
E
NON -WOVEN
FILTER FABRIC
EXTENDS INTO TRENCH
Erma
4" MIN.
BELOW
BARREL T-
#8 CRUSHED STONE OR
#8 FRACTURED FACE AGGREGATE,
BELL HOLE EXCAVATED
A
SLOPE CHECK
h ilt =jai
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1.25x0.D.+ 12"
r MIN. WIDTH
NO SCALE
1 EXISTING
SOIL
6" X 6" TRENCH D OF
1/2 O.D.
1
NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED
400 -600 LBS. PER ACRE OR AS SPECIFIED.
SEEDING SCHEDULE
NO SCALE
DITCH CHECK
POST NON -WOVEN
FABRIC
SILT FENCE DETAIL
NO SCALE
TRENCH BEDDING DETAIL
BACKFILL WITH CLEAN
GRANULAR MATERIAL
PER REQUIREMENT OF
INDIANA DEPARTMENT
OF HIGHWAYS.
(MECHANICAL COMPACTION
TO 95% PROCTOR DENSITY)
#8 CRUSHED STONE OR
#8 FRACTURED FACE
AGGREGATE HAND TAMPED
OR WALKED IN TO 1/2 O,D.,
PER SPECS,
STABILIZATION
PRACTICE: JAN. FEB. MAR, APR, MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC.
/1
B D I //I
amismormirirmumwarromi
A KENTUCKY BLUEGRASS 40%, TURF TYPE TALL FESCUE 40%, ANNUAL RYE GRASS 20%
PLUS 2 TONS OF STRAW MULCH/ ACRE
APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT.
B SPRING OATS 3 BUSHEL PER ACRE
C WHEAT OR RYE 2 BUSHEL PER ACRE
D ANNUAL RYE GRASS (1 LB. PER 1000 SQ. FT.)
E STRAW MULCH (90 LBS. PER 1000 SQ.FT.)
I IRRIGATION NEEDED DURING JUNE, JULY, AND OR SEPTEMBER.
IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
JOINING FENCES
WHEN JOINING TWO OR MORE
SILT FENCES TIE THE TWO
END POSTS TOGETHER WITH
EXISTING NYLON CORDS.
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WATER MAIN CONNECTION DETAIL
GRANULAR
BACKFILL
EXISTING
WATER
MAIN
TAPPING SLEEVE
GATE VALVE
TAPPING SLEEVE
COMPACTED SUBGRADE
NO SCALE
VARIES
4" REBAR CONT, AT
TOP BOTTOM
1.) CONTRACTION JOINTS TO BE
M OF 1 2
U
A MINIM F 1/2" DEEP
R T WALK SECTION FOR
K SEC R 0 0
2, SEE CONCRETE L
LOCATION OF JOINTS,
PH SEPARATORS ARE NOT
FULL D T E RTO SA 0
L E S E T
PERMITTED EXCEPT AT EXP. JOINTS.
E D E XC E
SECTION A —A
6"
rr
Aw
Ir r II■■■ VALVE BOX
'Algal 11
11
f
GRADE
r f
-Tf
11
WATER SERVICE
TO BLDG. SITE
APPLIED ANTI- SPALLING
COMPOUND
1 "RADIUS TOOLED
ROUND EDGE
PAVEMENT
6x6 10/10
WELDED
WIRE FABRIC
SECTION B —B
DISABLED RAMP WITH MULTIPLE
DISABLED STALLS ALONG A WALK DETAIL
NO SCALE
DANDY BAG II
Installation and Maintenance Guidelines
Installation: Remove the grate from catch basin. If using
optional oil absorbents; place absorbent pillow in unit. Stand
the grate on end. Move the top lifting straps out of the way
and place the grate into the Dandy Bag II so that the grate is
below the top straps and above the lower straps. Holding the
lifting devices, insert the grate into the inlet.
Maintenance: Remove all accumulated sediment and debris from
vicinity of unit after each storm event. After each storm event
and at regular intervals, look into the Dandy Bag II. If the
containment area is more than 1/3 full of sediment, the unit
must be emptied. To empty unit, lift the unit out of the inlet
using the lifting straps and remove the grate. If using optional
oil absorbents; replace absorbent when near saturation.
1:7,7
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PLAN LA VIEW
LIFT STRAPS
DANDY BAG II
STANDARD FABRIC IS
AN ORANGE WOVEN
MONOFILAMENT
DUMPING STRAP
ALLOWS FOR EASY
REMOVAL OF CONTENTS
NOM T SURFACES t=. DETECTABLE WARNINGS ON WALKING SUR ACES SHALL CONSIST OF
RAI SED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL IAM F N INCHES, A
AL 0.8 C ES
HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER -TO— CENTER SPACING OF
NOMINAL, 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH ADJOINING
SURFACES, DARK—ON—LIGHT.
F
RH R LIGHT—ON—DARK, R ARK N HT
ACES E E OR 0 0 LIG
THE MATERIAL USED TO PROVIDE CONTRAST SHALL. BE AN INTEGRAL PART OF
THE WALKING SURFACE. DETECTABLE WARNINGS USED ON INTERIOR SURFACES
SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR
SOUND —ON —CANE CONTACT.
DANDY BAG II
325
300
275
250
225
200
175
150
125
100
75
50
25
FT.
4;1
3" SHREDDED
HARDWOOD MULCH
CREATE 4" SAUCER
REMOVE UPPER
1/3 OF BURLAP
EVERGREEN PLANTING DETAIL
REMOVE BINDING FROM
TRUNK AFTER PLANTING
AND STAKING TREE
3 :1
2:1
NO SCALE
TREE PLANTING DETAIL
NO SCALE
GENERAL STAPLE RECOMMENDATIONS
1:1
SLOPE GRADIENT
SOIL MIX: 3 PARTS
TOPSOIL 1 PART
PEAT.
NOTE:
HARDWOOD STAKES SHALL
BE DRIVEN A MIN, OF 30"
INTO THE GROUND
3/4" BLACK RUBBER HOSE
WRAP TRUNK
TO FIRST BRANCH
7x19 GALV. GUY WIRE
2" SHREDDED HARDWOOD MULCH
STEEL TEE FENCE POST 24"
AMENDED PLANTING SOIL
FINISH GRADE
LOW FLOW MED /HIGH FLOW
CHANNEL CHANNEL AND
SHORELINE
2 "x2 "x8" HARDWOOD STAKES
2 PER TREE WITH #12 GALV.
WIRE 1/2" HOSE LOOP
REMOVE BINDING AROUND
TRUNK AFTER PLANTING
AND STAKING
ID
NOTE:
1. CHANNEL LINING UTILIZE STAPLE PATTERN "C" WITH
ADDITIONALI STAPLES ON SIDE SLOPES AT PROJECTED WATER
UNE.
2. STAPLE P APPLY 1'O ALL NORTH AMERICAN GREEN
EROSION BLANKETS. STAPLE PATTERNS MAY VERY
DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL,
3, AT SLOPE LENGTHS GREATER THAN 300 FEEL OR WHERE
DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE
BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED.
6'
1 STAPLE PER 50. YD.
N K
2 STAPLE PER SO. YD.
15' SAFETY
LEDGE AT A
15:1 SLOPE
0
CONC. OR
PAVER
FINISH
X
3:1 SLOPE MAX,
EROSION CONTROL MAT INSTALLATION GUIDE DETAIL
NO SCALE
10:1 SLOPE MAX.
3 :1 SLOPE MAX,
NOTES;
1, STRIPPING OF 'TOPSOIL PRIOR TO EXCAVATION
OR FILING IS REQUIRED.
2. LAKE TO BE CONSTRUCTED WITH A 4" THICK
CLAY UNER FROM ON SITE MATERIAL
x
x x
L
3'
B
1 1/2 STAPLE PER SQ. YD.
x X. x x x
.1.
x x x
2
x x x
x X x X K
3 1/2 STAPLE PER SO, YD,
LAKE SECTION
NO SCALE
7 3" 0.D. PIPE
WITH A SIMILAR
COLOR FINISH
4 :1 SLOPE MAX.
3:1 SLOPE MAX.
NORMAL POOL
ELEVATION
NUT W/
LOCKING
WASHER
SLOPE TO DRAIN
1/4" SLOPE PER FOOT
CLASS "A" CONCRETE
STOP SIGN DETAIL
NO SCALE
15' SAFETY
LEDGE AT A
15 :1 SLOPE
3:1 SLOPE MAX.
WELDED CAP
/—ROU HEAD
ND
BOLTS
SHEET NO.
C602