HomeMy WebLinkAboutConstruction DetailsGRADE
10"
8
INSTALL RETRACTABLE TOP
EXPANSION JOINT PRIOR
FENCE POST
FENCE POST SHOULD
BE BURIED :1' BELOW
GROUND SURFACE.
TO POURING CONCRETE;
REMOVE AND INSTALL
SEALANT AFTER COMPLETION
I FACE OF CURB
5'
03
3'
24"
PROVIDE EXPANSION JOINT
WHEREVER CONCRETE SLAB
MEETS A VERTI
CO \CRET- ROLL CJRB 8c GJTTER
CONTRACTION JOINTS 8' -O" O.C..
OR AS SHOWN ON PLAN.
C
-A
a
A.
SILT FENCE MATERIAL
SILT FENCE DETAIL
NOT -TO -SCALE
4 1/2"
17 1/2"
6 1/2"
LOW POINT
PAVEMENT
COMPACTED AGGREGATE
COMPACTED SUBGRADE
6 8
GROUND SURFACE
SILT FENCE MATERIAL SHOULD
BE BURIED 6" BELOW GROUND
SURFACE,
BROOM FINISH
POOL DEC SECTION
NOT -TO -SCALE
(BY POOL CONTRACTOR)
REINFORCE CURB CORNERS
W/ TWO CONT. #4 BARS
WITH 4" LEGS. NOT
REQUIRED ON RADIUS CURVES
SEALANT
PREMOLDED EXPANSION JOINT
FILLER COLORED TO MATCH CONCRETE
AFTER CONSTRUCTION; CUT BACK 1/4"
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
2 -WOOD STAKES 15 -20"
IN GROUND (PER BALE)
4" CONC. WALK w/
6 "X6" 10/10 WWM ON
4" COMP. GRAN. FILL
4" CONC. SIDEWALK w/
6 "X6" 10/10 WWM
4" COMPACTED
GRANULAR FILL
COMPACTED FILL
ANGLE FIRST STAKE
TOWARD PREVIOUSLY
441
ID BALE
401
.f/
SAW CUT
3' 0"
w
(2) CONT. #4 BARS
UIK. Uh tiKUUM
PLAN VIEW
NOT -TO -SCALE
\j/
III ��I —II�
SECTION "A"
NOT -TO -SCALE
-I 11= III= III I_
-111= III
I -III III-
I III I 1 I I
SECTION B
NOT -TO -SCALE
NOT -TO -SCALE
.I.
NOT -TO -SCALE
STRAW BALE DAM DETAIL
6
CURB/ SIDEWALK DETAIL
NOT -TO -SCALE
SEALED EXPANSION
JOINT (TYPICAL)
4' 0"
SEALED EXPANSION
JOINT
RAMP DETAIL
r
f
d
1
1 /2" SAW -CUT GROOVES
w
SLOPED 4" CONC. RAMP
w/ 6 "X6" 10/10 WWM
4" CONC. WALK w/
6 "X6" 10/10 WWM
4" COMPACTED
GRANULAR FILL
COMPACTED FILL
CHINK GAPS
W /STRAW
SECTION
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 CONTROL
February 28, 2000
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BACK OF CURB
GRADED LAWNS
TOP SOIL
NOT -TO -SCALE
NOT -TO -SCALE
AUTO PARKING SECTION
4' -0" MIN.
MIN. 4
PREPARED SUBGRADE
TYPICAL SIDEWALK SECTION
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1-
6' -0" BETWEEN TRANSVERSE
JOINTS
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48' -0" BETWEEN EXPANSION JOINTS (MAX.)
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1 -4" MIN.
CONCRETE SIDEWALK
NOT -TO -SCALE
1 TOD SOIL
III III III III III III 1 I �I 11= j II I 1 I
1 1II— ��I Ti IT I TI 1 Tr II 1
77111=7 MIN. 4"
BACKFILL
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.
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SUBGRADE UNDER ALL CURB SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
%%%IiI11IrItg��
STOEPp,
`37 No.
19358
3 STATE OF
HOT ASPHALTIC SURFACE
TACK COAT
HOT ASPHALTIC BINDER COURSE
PRIME COAT
COMPACTED #53 CRUSHED
STONE FILL
COMPACTED #2 CRUSHED
STONE FILL
COMPACTED SUBGRADE
PROPERTY LINE
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SHEET NO.
OF
JOB NO. 22687
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5 SHEETS