STRUCTURE ELEVATIONS NEW GRADE - ci.guilford.ct.us
Transcript of STRUCTURE ELEVATIONS NEW GRADE - ci.guilford.ct.us
DESCRIPTIO
N O
F REVISIO
NREV.
DATE
APPR.
DRAWING
DRAW
N BY
DATE
APPRO
VED
BY
SCALE
CO
MM
. N
O.
PREPARED
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R:
DATE
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SHEET
NO.
NO. OF
SHEETS
Loureiro
Engineering
●Construction
●EH
&S ●
Energy
Waste ●
Facility Services
● L
aboratory
©Loureiro Engineering Associates, Inc.
All rights reserved 2020
Lo
ureiro
En
gin
eerin
g A
sso
ciates, In
c.
100 Fort H
ill Road
● G
roton, Connecticut 06340
Phone: 860-448-0400
● Fax: 860-448-0899
An Em
ployee O
wned Com
pany
● w
ww
.Loureiro.com
2100005.11
DETA
ILS
MU
LTI-FA
MILY
R
ES
ID
EN
TIA
L D
EV
ELO
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T
EA
GLEV
IEW
H
OM
ES
, LLC
40
5 W
HITFIELD
S
TR
EET, G
UILFO
RD
, C
ON
NEC
TIC
UT
P.O
. B
OX
1
36
, R
OW
AY
TO
N, C
T 0
63
85
026EV1.02
NO
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SCALE
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ETAILS.D
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Tab: D
ETAILS 1 Saved: 10/19/2021 12:19 PM
Plotted: 10/19/2021 12:19 PM
UNDERGROUND INFILTRATION BASIN
NOTES
1. REPLACE EXISTING FILL MATERIAL WITH ASTM C-33 SAND DOWN TO THE MAXIMUM SEASONAL HIGH
GROUNDWATER ELEVATION (APPROXIMATELY ELEVATION 2.7).
TOP OF STONE
= ELEV. 7.0
BOTTOM OF STONE
= ELEV. 5.5
NON-WOVEN
GEOTEXTILE FABRIC
2" CRUSHED STONE
ASTM C-33 SAND
(SEE NOTE 1)
SEASONAL HIGH WATER TABLE (SHWT)/
BOTTOM OF C-33 SAND = ELEV. 2.7±
REINFORCED CONCRETE CULVERT ENDS
W2
La
W1
N
E
W
G
R
A
D
E
NOT TO SCALE
RIPRAP APRON
12" MODIFIED
RIP RAP
6" PROCESSED
GRAVEL
CONCRETE
FLARED END SECTION
FILTER FABRIC
HDPE PIPE
HDPE TO CONCRETE PIPE CONNECTION
(SEE DETAIL)
RIPRAP APRON DIMENSIONS
OUTLET W1 La W2
1 3 5 7
2 3 5 7
NOTE:
IN ACCORDANCE WITH CT DOT DRAINAGE MANUAL SECTION 11.13 - OUTLET PROTECTION,
ALL APRON STONE SHALL BE MODIFIED RIPRAP (DISCHARGE VELOCITY <8 FT/S)
FINISH GRADE
NON-WOVEN TEXTILE
TO BE WRAPPED
AROUND CONNECTION
CAST IN PLACE
CONCRETE
ENCASEMENT
RCP PIPE
CRUSHED STONE
BEDDING TO SUPPORT
CONCRETE COLLAR
CAST IN PLACE
CONCRETE
ENCASEMENT
NON-WOVEN TEXTILE
TO BE WRAPPED
AROUND CONNECTION
A
A
NOT TO SCALE
HDPE TO RCP CONNECTION
(GEOTEXTILE WRAP)
NOT TO SCALE
SECTION A-A
NOT TO SCALE
STORM DRAIN TRENCH
CLEAN
OUT END CAP
INJECTION MOLDED ST 45° WYE
INJECTION MOLDED WT
TEE FITTING
INSERT INJECTION
MOLDED, GASKETED
SPIGOT BY BELL
REDUCER
INJECTION
MOLDED ST
90° BEND
BUILDING
FACE
ROOF DRAIN MANIFOLD
PER PLAN
FINISHED GRADE
DOWNSPOUT
ADAPTER
4" DIAMETER
SMOOTH WALL HDPE
AS REQUIRED
4" DIAMETER
SMOOTH WALL HDPE
AS REQUIRED
DOWNSPOUT
CLEANOUT TELL-TALE MARKER
8" x 8" BLUESTONE OR CMU
ROOF DRAIN DOWNSPOUT CONNECTION
12"
1'-8 7/8"12"
8"
12"
7 13/16"
4'-4"
PRECAST
5'-4"
PRECAST REDUCER
4'-0" 8"
7 5/8"7 5/8"
2'-8 3/4" 12"
8"
CULVERT
AS REQUIRED
8"
VARIES
8"
SUMP
3'-0"
2'-0"(M
IN
)
6"
8"
2'-0"
TYPE "C", "CL" OR "C-G" TOP
(TO MATCH FUTURE CURB LOCATION)
CORBEL TO GRADE
WITH FULLY MORTARED
SOLID CONCRETE BLOCK
1/2"
1'-8 3/16"
1. 8" HEIGHT IS FOR BITUMINOUS CONCRETE LIP CURB
2. 7" HEIGHT WILL BE USED FOR CONCRETE CURB.
3. TRANSITION ELEVATION OF TOP OF CURB TO MATCH
STANDARD GRADE 5' EACH SIDE OF CATCH BASIN.
10 13/16"
NOTES:
11 1/2"
2"
12"
10 13/16"
1/2" MIN
8"
PLANS.(2 1/2" BELOW GUTTER)
(STATE OF CONN. TYPE "C")
(SEE NOTES BELOW)
15 15/16"
TOP OF CURB DEPRESSED
.
5"
8"(SEE
NOTE)
2"
1"
PRECAST CONCRETE
FRAME & GRATE
10 13/16"
TOP OF FRAME
(TF) ELEVATION SHOWN
ON PLANS
TOP OF FRAME (TF)
PRECAST CONCRETE
FRAME & GRATE
(STATE OF CONN. TYPE "CL")
ELEVATION SHOWN ON
12"
10"
1'-8 3/8"
1'-8 3/8"
FRAME AND GRATE FOR TYPE
"C", "CL" OR "C-G" CATCH BASIN
TYPE "C", "CL" OR "C-G" CATCH BASIN WITH SUMP
3'-10 1/2"
7 5/8"
31 1/4"
7 5/8"
2 5/16"
9 3/4"
19 5/8"
1 3/8"
14"
1 3/8"
2 5/16"
PRECAST CONCRETE
FRAME & GRATE
(STATE OF CONN. TYPE "C-G")
MANHOLE FRAME & COVER
PRECAST REINFORCED
CONCRETE MANHOLE
ECCENTRIC CONE
GROUND SURFACE
ADJUST TO GRADE
WITH MAX. OF FOUR
COURSES OF BRICK
MAKE WATERTIGHT
JOINT USING BUTYL
RUBBER GASKET
COPOLYMER POLYPROPYLENE
PLASTIC LADDER RUNGS
AT 12" ON CENTER
3/4" CRUSHED STONE
12"
2'-0"
3'-0"
5" WALL
4'-0" DIA.
(TYPICAL)
TYPICAL STANDARD
PRECAST REINFORCED
CONCRETE MANHOLE
RISER SECTION
30"
(AS REQUIRED)
8" MIN.
KNOCKOUTS FOR PIPES
MIN 4" FROM TOP &
BOTTOM OF BASE
CONCRETE OR
BRICK &
MORTAR INVERT
4" MIN.
BASE
4' MIN.
7"
6"
6"
NOTE:
5' OR 6' DIA. PRECAST BASES MAY BE USED
WHEN REQUIRED DUE TO SIZE OR NUMBER
OF PIPES AT THE MANHOLE. PRECAST
REDUCERS WILL BE PLACED ABOVE THE 5'
AND 6' BASES. WALL THICKNESS TO
INCREASE 1" FOR EACH 1' OF INSIDE
DIAMETER INCREASE.
PRECAST CONCRETE DRAINAGE MANHOLE
NOT TO SCALE
YARD DRAIN DETAIL
NOT TO SCALE
NOT TO SCALE
NOT TO SCALENOT TO SCALE
NOTE:
ALL CATCH BASINS SHALL BE FITTED WITH 2' SUMPS WITH THE EXCEPTION OF CATCH
BASINS CB-B5, CB-C7, CB-C10, CB-C11, CB-E1, CB-E2, CB-E3, CB-F1, CB-F2 AND
CB-F3, WHICH SHALL BE FITTED WITH 4' SUMPS.
12" UNDERDRAIN
(E)
12" OUTLET (S)
GRADE
ELEV.=5.5
ELEV.=6.50
RISER (TYP.)
TF=9.0
WEIR WALL
OUTLET CONTROL
STRUCTURE #1
12" OUTLET (S)
A
WEIR WALL
OUTLET CONTROL STRUCTURE #1
PLAN
SECTION A-A
NOT TO SCALE
12" UNDERDRAIN (E)
A
ELEV.=5.9
8" INLET (W)
ELEV.=6.50
8" INLET (N)
8" INLET (S)
ELEV.=6.50
8" INLET (W)
6'
8'
60"
5'
FIN ARRAY
(TYP 4 PLACES)
BOWL
INTEGRATED
INTERNAL WEIR
OUTLET PIPE
INLET PIPE
TURF INSTALLATION
36" FRAME AND COVER/GRATE INLET
ASPHALT INSTALLATION
60"
36" MIN
NOT TO SCALE
HYDRODYNAMIC SEPARATOR (HDS) -
ADS BARRACUDA S3
STRUCTURE ELEVATIONS
STRUCTURE HDS1
TOP OF FRAME
10.5 (SOLID COVER)
INLET PIPE
INV. = 7.15 (12"Ø)
OUTLET PIPE
INV. = 7.15 (12"Ø)
SUMP 2.15
CONNECTICUT DEEP STORMWATER QUALITY MANUAL
NOT TO SCALE
VEGETATED FILTER STRIP DETAIL
CONNECTICUT DEEP STORMWATER QUALITY MANUAL
NOT TO SCALE
LEVEL SPREADER DETAIL
12" PERFORATED HDPE UNDERDRAIN
INV.=5.5
TOP OF CONCRETE SLAB
= ELEV. 7.5
24"
MIN
.
NOT TO SCALE
PEA GRAVEL DIAPHRAGM
12"
3/8" PEA GRAVEL
PROPOSED
PAVEMENT
NATURAL
UNCOMPACTED
SUBSOIL
NOT TO SCALE
3" 3"
TELEPHONE CABLE
WARNING TAPE
OR TAMPED.
MATERIAL PUDDLED
SUITABLE BACKFILL
SAND/CONCRETE
24"
(MIN.)
GROUND OR
24"
3"
3"
FINISH GRADE
(IF REQUIRED)
NOTE: NUMBER AND TYPE OF CONDUITS VARY
ELECTRICAL CONDUIT
PAVEMENT
3' M
IN
D
EP
TH
O
F C
OV
ER
1'
8" MIN IN ROCK
LOAM
FINISHED GRADE
C OF PIPE
L
W=D+(8" TO 24")
DIAMETER (D)
TYPE B
GRAVEL
TYPE C
GRAVEL
PIPE BEDDING
MATERIAL
NOT TO SCALE
WATER LINE TRENCH
ELECTRICAL LINE TRENCH
DRIVEWAY SURFACE
12"
MIN.
DESCRIPTIO
N O
F REVISIO
NREV.
DATE
APPR.
DRAWING
DRAW
N BY
DATE
APPRO
VED
BY
SCALE
CO
MM
. N
O.
PREPARED
FO
R:
DATE
STAM
P
SHEET
NO.
NO. OF
SHEETS
Lour
eiro
Engineering ●
Construction ●
EH
&S
●
Energy
Waste ●
Facility Services
● L
aboratory
©Loureiro Engineering Associates, Inc.
All rights reserved 2020
Lo
ureiro
En
gin
eerin
g A
sso
ciates, In
c.
100 Fort H
ill Road● G
roton, Connecticut 06340
Phone: 860-448-0400 ● Fax: 860-448-0899
An Em
ployee O
wned Com
pany ● w
ww
.Loureiro.com
2100005.12
DETA
ILS
NEW
M
ULTI-FA
MILY
R
ES
ID
EN
TIA
L D
EV
ELO
PM
EN
T
EA
GLEV
IEW
H
OM
ES
, LLC
40
5 W
HITFIELD
S
TR
EET, G
UILFO
RD
, C
ON
NEC
TIC
UT
P.O
. B
OX
1
36
, R
OW
AY
TO
N, C
T 0
63
85
026EV1.02
NO
T TO
SCALE
BJM
10/19/2021
SM
M10/19/2021
11 11
V:\CT\G
UILFO
RD
\N
EW
W
HITFIELD
RD
- 405\SU
RVEYIN
G AN
D EN
GIN
EERIN
G\D
WG
S\10-11 - D
ETAILS.D
WG
Tab: D
ETAILS 2 Saved: 10/19/2021 10:58 AM
Plotted: 10/19/2021 11:49 AM
0.9" MIN. TO
1.4" MAX.
0.45" MIN. TO
0.9" MAX.
0.2"
1.8" MIN TO
2.4" MAX
0.65"
MIN
DOME SECTION
DOME SPACING
GENERAL NOTES:
1. MAXIMUM SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY
ADJACENT TO THE SIDEWALK RAMP OR ACCESSIBLE ROUTE SHOULD NOT EXCEED
20:1.
2. CARE SHALL BE TAKEN TO ASSURE UNIFORM GRADE ON THE RAMP, FREE OF SAGS
AND ABRUPT GRADE CHANGES.
3. ALL ADA (AMERICAN DISABILITY ACT) CONCRETE RAMPS SHALL BE CONSTRUCTED
OF CLASS "C" CONCRETE AND SHALL MEET ALL THE REQUIRED TECHNICAL AND
MATERIAL SPECIFICATIONS AS SPECIFIED WITHIN THE STATE OF CONNECTICUT
STANDARD SPECIFICATION FORM 816 AS AMENDED.
4. ALL RAMP SURFACES SHALL BE TREATED WITH A STIFF BROOM FINISH TRANSVERSE
TO THE SLOPE OF THE RAMP.
5. AS PER FEDERAL AND STATE REGULATIONS, DETECTABLE DOMED WARNING PADS
MEASURING A STANDARD 2-FEET BY 4-FEET SHALL BE INSTALLED WITHIN EACH
RAMP.
6. THE PAD COLOR SHALL BE GRAY UNLESS OTHERWISE INSTRUCTED. NO SURFACE
GLUING OF THE PAD TO THE CONCRETE RAMP WILL BE ALLOWED. ALL PADS ARE TO
BE ATTACHED WITH THE PROPER HARDWARE. PLACE EDGE OF RAMP 6-INCHES
FROM THE EDGE OF THE ROAD.
7. TO ALLOW FOR EASE OF WHEELCHAIR TRAVEL, PLACE PAD IN THE LONGITUDE
DIRECTION SO AS TO INTERFERE WITH THE WIDTH OF THE WHEELS ON A
WHEELCHAIR.
8. CONCRETE SHALL BE USED IN THE TRANSITION SECTIONS TO EACH RAMP. THE
EDGE OF THE RAMP SHALL MATCH EVENLY WITH THE EDGE OF PAVEMENT. NO
"RISE" BETWEEN THE RAMP AND PAVEMENT WILL BE ALLOWED. THE CONTRACTOR
WILL BE MADE RESPONSIBLE TO MAKE ALL THE NECESSARY CORRECTION.
9. ALL ADA RAMPS ARE TO HAVE SLOPE OF 12:1.
10. ALL RAMPS TO BE CONSTRUCTED WITH 6'x6' WELDED WITE MESH REINFORCING.
EDGE OF CONC. CURB
(FLUSH TO PAVEMENT)
4" WIDE WHITE
STRIPES INTERIOR
STRIPING @ 45° (TYP)
PAINTED HANDICAP
PARKING LOGO (TYP)
4" WIDE WHITE STRIPE (TYP).
8' 8' 10'
5'
VAN ACCESSIBLE
18'
CAR
ACCESSIBLE PARKING SPACE DETAIL
NOT TO SCALE
8' 8'
VAN ACCESSIBLE
SIGNAGE / BOLLARD
NOT TO SCALE
18"
42"
42"
18" DIA. CONCRETE FOOTING
BITUMINOUS PAVEMENT
8" DIA. SCHEDULE 40 GALVANIZED/
PAINTED (YELLOW) STEEL PIPE CONCRETE FILLED
60"
1"
4"
4"
1"
4"
8"
3"
* NO PRECAST BUMPER
* NO SEPARATE SIGNAGE
FINED A MIN. $116
VIOLATORS WILL BE
18"
12"
SEE PLAN
WHERE APPLICABLE,
WHITE BORDER AND LETTERS
BLUE BACKGROUND SOLID
ACCESSIBLE
VAN
PARKING
REQUIRED
STATE PERMIT
HANDICAPPED
18"
12"
LETTERING AND GRAPHICS
BACKGROUND, WHITE
BLUE REFLECTIVE
REQUIRED
STATE PERMIT
LOADING ZONE
PASSENGER
NO PARKING
HIGH INTENSITY REFLECTIVE TAPE
WHITE COLOR
MOUNT SIGN WITH
TAMPER PROOF
HARDWARE
1-1
7/3
2"
3-1/8"
ROLLED HIGH TENSILE STEEL
WITH 3/8" DIAMETER HOLES
SPACED 1" ON CENTER
1-1/4"
SECTION A-A
CHANNEL POST
GALVANIZED FLANGED
AA
COMPACTED BANK RUN
GRAVEL
0.125 ALUMINUM PANEL STATE OF
ACCESSIBLE PARKING SIGN
CONNECTICUT APPROVED
4" COMPACTED PROCESSED AGGREGATE BASE
8" COMPACTED SUBBASE
4" CLASS "A" CONCRETE PAVEMENT
COMPACTED SUBGRADE OR SUITABLE
BACKFILL / EMBANKMENT
BITUMINOUS
PAVEMENT
(SEE PLAN)
6' x 6" #10 WIRE MESH
2"
NOTES:
1. ALL COMPACTION TO BE 95% STANDARD PROCTOR DENSITY.
2. CONCRETE TO BE 3500 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
CONCRETE PAD DETAIL
NOT TO SCALE
DETECTIBLE WARNING STRIP
NOT TO SCALE
1" CONC. SAND SETTING BED
COMPACTED SUBGRADE
GEOTEXTILE FABRIC
CONCRETE PAVERS: SET HANDTIGHT,
SWEEP JOINTS FULL WITH POLYMER SAND.
8" COMPACTED
PROCESSED BASE
NOT TO SCALE
PAVER DRIVE/SIDEWALK
CURB RAMPS
NOT TO SCALE
TYPE 1
NOTES:
1. ORIENTATION OF RAMP SHALL BE AS SHOWN ON PLAN.
TYPE 4A TYPE 4F
CONCRETE CURB
NOT TO SCALE
1" RADIUS
FINISHED
GRADE
SEE TYPICAL PAVEMENT
X-SECTION DETAIL
1'-2"
6"
6"
6"
COMPACTED
SUBGRADE
FINIS
HED
GRAD
E
1/4" RADIUS
NOTE: CURB SHALL BE PRECAST OR CAST IN PLACE
GRANITE CURB
NOT TO SCALE
MATCH BACK OF CURB WITH
EXISTING CONDITIONS OR
AS NOTED ON PLANS
GRANITE CURB SMOOTH
QUARRY FACE TOP 9"
MATCH TO PAVING
DESIGN
CONCRETE POUR,
CLASS C, 3300 PSI
COMPACTED SUBGRADE OR
UNDISTURBED MATERIAL
COMPACTED PROCESSED
AGGREGATE
6" 6"
18"
VARIES
6"
6"
6"
6"
6"6"
NOTES:
1. MAXIMUM SPACE BETWEEN CURB STONE -
1
2
"
2. MAXIMUM ALLOWABLE BREAK BACK @ BOTTOM OF CURB STONE
· 9" FOR CURB LENGTHS OF 6 FEET OR MORE
· 6" FOR CURB LENGTHS OF LESS THAN 6 FEET
REFERENCE: PREVIOUS LOUREIRO STANDARD DETAIL AND CDOT
2017 STANDARDS
TYPE 1B
SUMMARY OF TEMPORARY SEDIMENT TRAP SIZING
CALCULATIONS
ITEM TRAP A TRAP B
DRAINAGE AREA (ACRES)
1.2 0.7
TOTAL STORAGE VOLUME REQUIRED (CF) 4,342 2,533
WET STORAGE VOLUME REQUIRED (CF) 2,171 1,267
DRY STORAGE VOLUME REQUIRED (CF) 2,171 1,267
NOTES:
1. TEMPORARY SEDIMENT TRAPS ARE SIZED BASED ON A MINIMUM OF 134 CUBIC
YARDS OF WATER STORAGE PER ACRE DRAINED, A MINIMUM WET STORAGE VOLUME
EQUAL TO HALF OF THE TOTAL STORAGE VOLUME AND A MINIMUM DRY STORAGE
VOLUME EQUAL TO HALF OF THE TOTAL STORAGE VOLUME .
2 OR FLATTER
1
1
2 OR
FLATTER
Vd=DRY STORAGE
=4.0' MAX
Vw=WET STORAGE
=3.0' MAX
WET POOL ELEV.
1
1.5 OR FLATTER
NOTES:
1. PERVIOUS STONE DIKE SHALL BE CONSTRUCTED OF CT
DOT MODIFIED RIPRAP WITH #3 STONE ON FACE.
2. NON-OVERFLOW PORTIONS AND ABUTMENTS OF
TEMPORARY SEDIMENT TRAP MAY BE CONSTRUCTED OF
COMPACTED EARTH FILL.
TOP WIDTH VS. HEIGHT
H = HEIGHT OF EMBANKMENT
W = MIN. TOP WIDTH OF EMBANKMENT
H (ft) W (ft)
1.5 2.0
2.0 2.0
2.5 2.5
3.0 2.5
3.5 3.0
4.0 3.0
4.5 4.0
5.0 4.5
2 OR FLATTER
1
1
2 OR
FLATTER
FLOW
WET POOL ELEV.
1
1.5
2
1
WET POOL ELEV.
1
2
MIN.
W
TOP
WIDTH
HEIGHT
(5.0' MAX.)
NOT TO SCALE
TEMPORARY SEDIMENT TRAP
OUTLET CROSS-SECTION
TYPICAL CROSS-SECTION
MIN.
W
TOP
WIDTH
HEIGHT
(5.0' MAX.)
1.0'
MIN.
1.0'
WEIR LENGTH
1.0' MIN.
DRY STORAGE
3.0' MAX.
FLOW
HEIGHT
(5.0' MAX.)
1.0' MIN.
ELEVATION MARK
FOR CLEANOUT
CT DOT
#3 STONE
WEIR CREST
MODIFIED
RIPRAP
ORIGINAL
GROUND ELEV.
STRIPPED
GROUND
GEOTEXTILE
FABRIC
GEOTEXTILE
FABRIC
WEIR CREST
WEDGE LOOSE HAY OR STRAW
BETWEEN BALES & UNDER
TO CREATE A CONTINUOUS
BARRIER AND PREVENT PIPING.
BACKFILL & COMPACT
EXCAVATED FILL ALONG
HAY BALE
PLACE HAYBALES ON CONTOUR
AND WING LAST HAY BALES
UPSLOPE SO THAT TOP OF LAST
SEVERAL HAY BALES ARE
HIGHER THAN LINE OF HAY
BALES
NOT TO SCALE
EXCAVATE 4" DEEP
TRENCH PLACE FILL
UPSLOPE OF TRENCH
PLACE HAYBALE
AND STAKE FIRST
STAKE AT ANGLE
TOWARDS FIRST
BALE
ANCHOR WITH TWO
STAKES ON EACH
BALE.
STAKES ARE 18"
(MIN) INTO THE
GROUND.
SECTION
FLOW
5'-10' MINIMUM
TO TOE OF SLOPE
PLAN
PLACE HAY BALE
TWINE ON HORIZONTAL
HAY BALE BARRIER
FLOW
HAY BALE BARRIER
(SEE DETAIL)
SEDIMENT FENCE (SEE DETAIL)
INSTALL FENCE
VERITCALLY
INSTALL SEDIMENT
FENCE AGAINST
HAY BALE BARRIER
NOT TO SCALE
HAY BALE BACKED SILT FENCE
2'-3"
6"
6"
1'-9"
NOTE: PREMANUFACTURED FENCE MAY BE USED.
1
0
0
°
INDUSTRIAL NETTING, SNOW
FENCE OR WOVEN WIRE FENCE
FOR SUPPORT
FILTER FABRIC
BACKFILL
FLOW
2"x2"x48" WOOD POLE
GRADE
NOT TO SCALE
SILT FENCE DETAIL
6
"
M
I
N
I
M
U
M
NOT TO SCALE
F
I
L
T
E
R
F
A
B
R
I
C
2
"
S
T
O
N
E
2
2
'
E
D
G
E
O
F
P
A
V
E
M
E
N
T
P
U
B
L
I
C
R
O
A
D
5
0
'
TEMPORARY CONSTRUCTION ENTRANCE
2'
3'
4'
REBAR
PERMEABLE
FILTER FABRIC
CATCH BASIN GRATE
USE "SILTSACK" AS MANUFACTURED BY
ATLANTIC CONSTRUCTION FABRICS, INC.
OR EQUIVALENT
SILTATION BAG
NOT TO SCALE
6"
2" CLEARANCE
4"
6"
1'-8"
6"
CLASS "C" CONCRETE
1/4"/FT
TOOLED JOINT
1/4" PITCH
1" RADIUS
CONCRETE SIDEWALK AND CURB SECTION
NOT TO SCALE
VARIES
FINISHED GRADE
6" x 6" 10/10
WELDED WIRE FABRIC
COMPACTED
PROCESSED GRAVEL BASE
COMPACTED SUBGRADE
NOTE: TOOLED JOINTS AT 5' ON CENTER AND CONSTRUCTION
JOINTS WITH PREMOLDED STRIP AT 15' ON CENTER
WIDTH SHOWN ON SITE PLAN
6" OR 8"
(SEE PLANS)
1 1/2" WEARING COURSE, CLASS 2
1 1/2" BINDER COURSE, CLASS 1
8" PROCESSED AGGREGATE BASE (M.05.01)
8" GRAVEL SUBBASE (M.02.06 GRADATION 'A')
COMPACTED SUBGRADE
BITUMINOUS CONCRETE PAVING
NOT TO SCALE
SPILLWAY DETAIL