HomeMy WebLinkAbout03030046.5GRADE
FENCE POST
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FENCE POST SHOULD
BE BURIED :�1' BELOW
GROUND SURFACE,
SILT FENCE DETAIL
NOT -TO -SCALE
F—BACK FACE OF CURB
4 1/2"
CONCRETE ROLL CURB 8c GUTTER
POINT
PAVEMENT
D AGGREGATE
'D SUBGRADE
CONTRACTION JOINTS @ 8'-0" O.C..
OR AS SHOWN ON PLAN.
PROVIDE EXPANSION JOINT
WHEREVER CONCRETE SLAB
MEETS A VERTICAL WALL
INSTALL RETRACTABLE TOP
EXPANSION JOINT PRIOR 3/
TO POURING CONCRETE; 3/
REMOVE AND INSTALL
SEALANT AFTER COMPLETION
GROUND SURFACE
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BE BURIED 6' BELOW GROUND
SURFACE.
REINFORCE
W/ TWO C
WITH 4" LI
REQUIRED
BROOM FINISH
SEALANT
PREMOLDED EXPANSION JOINT
FILLER COLORED TO MATCH CONCRETE
AFTER CONSTRUCTION; CUT BACK 1/4"
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AIR ENTRAINED CONCRETE
w/ FIBER MESH REINF.
PREMOLDED EXPANSION JOINT
FILLER COLORED TO MATCH CONCRETE;
AFTER CONSTRUCTION CUT BACK 1/4"
4" COMPACTED GRANULAR FILL
COMPACTED SUBGRADE OR BACKFILL
ANGLE FIRST STAKE
TOWARD PREVIOUSLY
LAID BALE
2 -WOOD STAKES 15"-20"
IN GROUND (PER BALE)
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STRAW BALE DAM DETAIL
NOT -TO -SCALE
SAW CUT
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4" CONC. WALK w/
6"X6" 10/10 WWM ON
4" COMP. GRAN. FILL
(2) CONT. #4 BARS
PAVING
CURB/ SIDEWALK DETAIL
NOT -TO -SCALE
A"
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SEALED EXPANSION
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NOT -TO -SCALE
4" CONC. SIDEWALK w/
6"X6" 10/10 WWM SEALED EXPANSION w
JOINT Of
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4" COMPACTEDit 1-111=1I1-1 I r
GRANULAR FILL iIII—III—III=
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SECTION "A"
NOT—TO—SCALE
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(10
CHINK GAPS
W/STRAW
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SECTION
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SLOPED 4" CONC. RAMP
w/ 6"X6" 10/10 WWM
SECTION "B"
NOT—TO—SCALE
POOL DECK SECTION RAMP DETAI
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(BY POOL CONTRACTOR)
PJOT—TO—SCALE
4" CONC. WALK w/
6"X6" 10/10 WWM
COMPACTED
RANULAR FILL
'ACTED FILL
EROSION CONTROL NOTES
1. PROVIDE EROSION AND SEDIMENT CONTROL AS INDICATED ON DRAWINGS OR
AS REQUIRED TO THE STANDARDS, SPECIFICATIONS, PROCEDURES OF THE
LOCAL, CITY AND COUNTY AGENCIES, WHICHEVER HAS JURISDICTION.
2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE ESTABLISHED
IMMEDIATELY BEFORE ANY CLEARING, GRADING, EXCAVATION, FILLING, OR
OTHERWISE DISTRUBING OF NATURAL TERRAIN, AND IMMEDIATELY AS REQUIRED
AROUND ALL NEW CONSTRUCTION. THE CONTRACTOR SHALL PRESERVE
NATURAL VEGETATION AS MUCH AS POSSIBLE.
3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE
DURING THE ENTIRE CONSTRUCTION PHASE. ONLY THOSE CONTROLS AND
DEVICES THAT ARE TEMPORARY IN NATURE SHALL BE MOVED OR MODIFIED TO
ALLOW PROGRESS OF CONSTUCTION. DAILY INSPECTIONS SHALL BE MADE BY
THE CONTRACTOR FOR EFFECTIVENESS OF EROAION AND SEDIMENTATION
CONTROL MEASURES, AND ANY NECESSARY REPAIRS SHALL BE PERFORMED
WITHOUT DELAY. THE G. C. SHALL BE TOTALLY RESPONSIBLE FOR THE CARE,
MAINTENANCE, REPAIR AND RECONSTRUCTION OF ALL DEVICES, CONTROLS AND
ERODED AREAS.
4. LAND ALTERATION WHICH STRIPS OR DISTURBS THE EXISTING VEGETATION
SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. THE DURATION OF
TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL
MINIMUM. THE AREA SHALL BE STABILIZED IMMEDIATELY FOLLOWING GRADING
WITH TEMPORARY SEEDING AND HYDROMULCH. SEED SHALL BE "R" MIX AS
SPECIFIED IN INDIANA STATE HIGHWAY SPECIFICATIONS AND SHALL BE APPLIED
AT THE RATE OF 5 LBS/1000 S. F. VEGETATION OR STRUCTURAL EROSION
CONTROL DEVICES SHALL BE INSTALLED AS SOON AS POSSIBLE.
5. STRAW BALES AND/OR SILT FENCING PROTECTION SHALL BE USED AS
INDICATED ON THE LANDSCAPE PLANTING PLAN. IF LOCAL ORDINANCE REQUIRE
THEIR OWN DETAILS OF EROSION CONTROL/SEDIMENT DEVICES, IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE LOCAL REQUIRED
METHODS.
6. ALL MUD AND DIRT TRACKED OR SPILLED ON SITE PAVED AREAS, OR ON
EXISTING PUBLIC OR PRIVATE ROADS, STREETS, OR DRIVES MOST BE REMOVED
QUICKLY AND PROMPTLY.
S/30578/LEGAL/EROSION CON TR OL
February 28, 2000
BACK OF CURB
GRADED LAWNS
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COMPACTED SUBGRADE
AUTO PARKING
SECTION
NOT—TO—SCALE
4'-0"
MIN.
i
SOIL
PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
NOT -TO -SCALE
PROPERTY LINE
* THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE
REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
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