HomeMy WebLinkAbout8.14REINSTALL 8" OF EXISTIN
GRAVEL BASE
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NOT TO SCALE
CE OF ROAD 6" HIGHER
--- -- THAN GUTTER
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u STANDARD DRIVE=1 '
COMMON DRIVE= 18
! cet C14
--CL OF ROAD R. OR R.O.W. LINE
6" HIGHER`
THAN GUTTER
1" LIP
2" BIT -
I - ARIES ---10' 10'
UM IN DR
--C OF ROAD R. OR R.O.W. LINE
6" HIGHER
THAN GUTTER
1" LIPNOTE:,
2" BIT SIGHT LIGHTING FIXTURE MAY BE MODIFIED. FIXTURE
CONE. SELECTED WILL NOT EXCEED HEIGHT SHOWN. FINAL
--VARIE 1 p' O' �Sg M DESIGN TO BE APPROVED BY THE TOWN.
ROADWAY LIGHT Els TAIL
NOT TO SCALE
r,,r...r.r...:-rte .rrti n ager
nOAnr -r^ 00 AvinC
GRASS LINED DRAINAGE SWWWALE
NOT TO SCALE
NOT TO SCALE
REMOVE EXISTING BITUMINOUS
PAVEMENT 12" FROM THE EXISTING
EDGE. EXISTING BASE MATERIAL
TO REMAIN AND COMPACTED TO
OPTIMUM DENSITY
EXISTING PAVEMENT
WIDTH UNKNOWN
12"
0
Wo
00
Z�
X
1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW 12" FROM THE EXISTING
EDGE. SAW CUT TO BE PERPENDICULAR TO THE EXISTING SURFACE.
2. REMOVE ENTIRE WIDTH OF PAVEMENT.
3. CLEAN JOINT WITH COMPRESSED AIR HAVING A MINIMUM RATED
CAPACITY OF 90 PSI.
4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH THIS EDGE
WITH THE PROPOSED EDGE.
TYPICAL CROSS SECTION FOR MATCHING
ANCHOR BELTS
q
B,_6,,
HEIGHT
H
- ;� BASE E
FI N S H ED GRADE
ice/ i�/oo�
. -. �- " `' • %'
18as DIA. .c- ..a...,
CONC. 6
r
f . - ®4.
S C H . 40 PVC
CONDUIT
CONCRETE BASE
CROSS SECTION
EXISTING AND PROPOSED PAVEMENT
NOT TO SCALE
" BIT. CURB
50' RIGHT -OF --WAY
GRASSED AREA _ 26a
S, 7'12
24' -
3.7 1 4" PER FI- ae �. 1 /4" PER FT 3.1
3/8 CROSS SLOPE
�-- 6" PROCESSED
3"BIT. CONC. GRAVEL BASE
t-1/2" SURFACE COURSE —CLASS 2
1-1/2" BINDER COURSE —CLASS 1
12" COMPACTED ROLLED
GRAVEL SUBBASE
PROPOSED STREET CROSS—SECTION
NOT TO SCALE
CLA
PAVEMENTBIT. CONC.
PROCESSED GRAVEL
ACCORDANCE,WITH MANUFACTURERS
RECOMMENDATIONS
• GRAVEL SUBBASE
TENSAR REINFORCED PAVING SECTION
POST BOLT SLOTS
3/4"x2-1/2" TO 3-1/2"
6'-3"c.c. (TYP.) -,
cv
N
(10
NOT TO SCALE
TYPICAL RAIL ELEMENT * AT THE OPTION OF
CLASS A (12 GA.) THE CONTRACTOR
HEAD & NUT BRACKET BOLT SPLIIff BOLI'- 2„
(2 REQUIRED PER E. RACKET) 8 P R JOINT 12 1 ——
LAP
3/4"x1--1 /4" LG. WITH HEX 2" 4 1/4- 4 1/4" 2„
lot
EXISTING GRADE (1 WASHER
VWASHER
o PER POST)
to
1 li
END FRONT
SYMMETRICAL ABOUT
CENTER LINE FOR MEDIAN INSTALLATION TO BE IN ACCORDANCE
BARRIER INSTALLATION WITH THE REQUIREMENTS OF CT. D.O.T.
METAL BEAMi GUIDE RAIL
NOT TO SCALE
SHOULDER OR PAVEMENT 12"
R=2" -
BIT. CONC.
4>=
GRAVEL BASE
BITUMINOUS CONCRETE
PAVEMENT & CURBING
NOT TO SCALE
4" TOPSOIL, GRADE, FERTILIZE,
LIME, SEED & MULCH
STOP
STOP SIGN
SECURE TO 1-1/2"0
GALVANIZED STEEL POST
WITH (2) 1/4-0
GALVANIZED BOLTS
(1 TOP), 1 BOTTOM)
NOTE:
SIGN TO BE INSTALLED
IN ACCORDANCE WITH
STATE OF CONNECTICUT
D.O.T. STANDARDS I
NO
OUTLET
."CAPE COD" CURB
2:1 OR FLATTER SIDE
ROADWAY SLOPES ADJUSTED FOR
SURFACE 3.5' OR VEHICLE CLEARANCE AND
2% MAX WHEEL BASE
SLOPE
BOTTOM OF �" MAX.
WATER 18" MAX.
BAR CHANNEL
SECTION A�—A SECTION B --B
WATER BAR DETAIL
NOT TO SCALE
•.o
2 EACH
DUMP STRAPS
- EXPANSION RESTRAINT
`-'-' (1/4' NYLON ROPE
2' - FLAT WASHERS)
INSTALLATION DETAIL DAG DETAIL
nIIMD c-rDA®
2 MN.
' I �I' DUMP STRAP
3. rr r------�
FINISHED GRADE SILTSACK
(LOAM & SEED)
PROVIDE FILTER FABRIC
BEHIND WALL12
®.
Q .4
12da
.6
a
12 .. .-�..-®
�= PROVIDE FREE DRAINING .. 4
FILL BEHIND BOULDER WALL = :,.
FACE
OF WALL
FINISHED GRADE
(LOAM & SEED)
3:1
NOTE: NO OUTLET SIGN
CAPE COD NOT TO SCALE
CURB "f0 BE
SET O:
OR TONBE`NDER LAID PROPOSED TRAFFIC SIGNAGE
AS A SINGLE NOT TO SCALE
UNIT WITH
THE TOP
COARSE OF
PAVEMENT
NON—WOVEN FILTER FABRIC
6" SOIL COVER OVER STONE
(MIN.)
4" PVC PERFORATED PLASTIC
FINISH DISTRIBUTION PIPE (ASTM D 3033)
GRADE
ONE INCH CLEAN BROKEN
2" STONE OR SCREENED GRAVEL
12" T cf 6"INVERT
_ 48" WIDTH
r
18>•
MOTTLING
LINE
12" x 48" LEACHING TRENCH
NOT TO SCALE
INLET SEDIMENT CONTROL DEVICE
NOT TO SCALE
(''1N -SITE BOULDERS DEWATERING i
DRAINAGE PIPE
MODIFIED
o ��
1 /1 1 /06 TONIN ENGINEERS COMMENTS
RIPRAP 12" THICK
_
o�
2D
PERVIOUS
2 10/24/05 TOWN COMMENTS/REVISED RD INTERSECTION
�• i.1 -'ii ; sal • r
FILTER FABRIC
s
s
C'T 083$03
886-•9185
PAVEMENTBIT. CONC.
PROCESSED GRAVEL
ACCORDANCE,WITH MANUFACTURERS
RECOMMENDATIONS
• GRAVEL SUBBASE
TENSAR REINFORCED PAVING SECTION
POST BOLT SLOTS
3/4"x2-1/2" TO 3-1/2"
6'-3"c.c. (TYP.) -,
cv
N
(10
NOT TO SCALE
TYPICAL RAIL ELEMENT * AT THE OPTION OF
CLASS A (12 GA.) THE CONTRACTOR
HEAD & NUT BRACKET BOLT SPLIIff BOLI'- 2„
(2 REQUIRED PER E. RACKET) 8 P R JOINT 12 1 ——
LAP
3/4"x1--1 /4" LG. WITH HEX 2" 4 1/4- 4 1/4" 2„
lot
EXISTING GRADE (1 WASHER
VWASHER
o PER POST)
to
1 li
END FRONT
SYMMETRICAL ABOUT
CENTER LINE FOR MEDIAN INSTALLATION TO BE IN ACCORDANCE
BARRIER INSTALLATION WITH THE REQUIREMENTS OF CT. D.O.T.
METAL BEAMi GUIDE RAIL
NOT TO SCALE
SHOULDER OR PAVEMENT 12"
R=2" -
BIT. CONC.
4>=
GRAVEL BASE
BITUMINOUS CONCRETE
PAVEMENT & CURBING
NOT TO SCALE
4" TOPSOIL, GRADE, FERTILIZE,
LIME, SEED & MULCH
STOP
STOP SIGN
SECURE TO 1-1/2"0
GALVANIZED STEEL POST
WITH (2) 1/4-0
GALVANIZED BOLTS
(1 TOP), 1 BOTTOM)
NOTE:
SIGN TO BE INSTALLED
IN ACCORDANCE WITH
STATE OF CONNECTICUT
D.O.T. STANDARDS I
NO
OUTLET
."CAPE COD" CURB
2:1 OR FLATTER SIDE
ROADWAY SLOPES ADJUSTED FOR
SURFACE 3.5' OR VEHICLE CLEARANCE AND
2% MAX WHEEL BASE
SLOPE
BOTTOM OF �" MAX.
WATER 18" MAX.
BAR CHANNEL
SECTION A�—A SECTION B --B
WATER BAR DETAIL
NOT TO SCALE
•.o
2 EACH
DUMP STRAPS
- EXPANSION RESTRAINT
`-'-' (1/4' NYLON ROPE
2' - FLAT WASHERS)
INSTALLATION DETAIL DAG DETAIL
nIIMD c-rDA®
2 MN.
' I �I' DUMP STRAP
3. rr r------�
FINISHED GRADE SILTSACK
(LOAM & SEED)
PROVIDE FILTER FABRIC
BEHIND WALL12
®.
Q .4
12da
.6
a
12 .. .-�..-®
�= PROVIDE FREE DRAINING .. 4
FILL BEHIND BOULDER WALL = :,.
FACE
OF WALL
FINISHED GRADE
(LOAM & SEED)
3:1
NOTE: NO OUTLET SIGN
CAPE COD NOT TO SCALE
CURB "f0 BE
SET O:
OR TONBE`NDER LAID PROPOSED TRAFFIC SIGNAGE
AS A SINGLE NOT TO SCALE
UNIT WITH
THE TOP
COARSE OF
PAVEMENT
NON—WOVEN FILTER FABRIC
6" SOIL COVER OVER STONE
(MIN.)
4" PVC PERFORATED PLASTIC
FINISH DISTRIBUTION PIPE (ASTM D 3033)
GRADE
ONE INCH CLEAN BROKEN
2" STONE OR SCREENED GRAVEL
12" T cf 6"INVERT
_ 48" WIDTH
r
18>•
MOTTLING
LINE
12" x 48" LEACHING TRENCH
NOT TO SCALE
INLET SEDIMENT CONTROL DEVICE
NOT TO SCALE
(''1N -SITE BOULDERS DEWATERING i
DRAINAGE PIPE
MODIFIED
o ��
1 /1 1 /06 TONIN ENGINEERS COMMENTS
RIPRAP 12" THICK
_
o�
2D
PERVIOUS
2 10/24/05 TOWN COMMENTS/REVISED RD INTERSECTION
FILTER FABRIC
31 + 'min Street Norwic
(860) 886-1986 Fax (880)
C'T 083$03
886-•9185
1 8/23/05 UNCAS HEALTH DISTRICT COMMENTS
No, DATE REVISION
o�
r a��
Ile
.� G�
o
0
Project No.
CIA -3541
.!` ``' Ate•,, C'�!�.
�I'�'Pv•.'�;'-�,
Prepared For
Proj. Engineer
J.F.M.
�1
1
Stonehenge Pillars, LLC
o°o
--o •
�A
;l t
6/21/05
329 s��
��+,.</ e'4 0
ofl
Montville, Connecticut
SUBGRADE
2'
VARIES
2'
VARIES '
S
2:1 SLOPE, GRAVEL FILTER
WIRE SCREEN
TEMPORARY
SEDIMENT POOL DEWATERING
1' MIN.
2' MAX. �- _ _ - 16a,
IX\
RIP—RAP SPLASH PAD DETAIL DROP INLET
NOT TO SCALE SEDIMENT WITH GATE
FINISHED GRADE FILTER FABRIC PRECAST CONCRETE 4'x8'x1'
LEACHING GALLERY
6" MIN. HEAVY DUTY
COVER HS -20 LOADING
12"
s 6"
1' 41L.P.-
1 "
1" DIAMETER
CRUSHED STONE (TYP.)
TYPICAL 12" LEACHING GALLERY TRENCH
NOT TO SCALE
NOT TO SCALE
6 . 1/18/06 FINAL AbDmoNS & REVISIONS
C LA E5 Inc.
CIVIL - STRUCTURAL - SURVEYING
1 /1 1 /06 TONIN ENGINEERS COMMENTS
4 12/6/05 TRAFFIC SIGN DETAIL MODIFIED
_
3 1 1 /1 /05 TOWN ENGINEERS COMMENTS
2 10/24/05 TOWN COMMENTS/REVISED RD INTERSECTION
31 + 'min Street Norwic
(860) 886-1986 Fax (880)
C'T 083$03
886-•9185
1 8/23/05 UNCAS HEALTH DISTRICT COMMENTS
No, DATE REVISION
Ile
.� G�
Resubdivision
. ®
Plan - Fawn's View
Project No.
CIA -3541
.!` ``' Ate•,, C'�!�.
�I'�'Pv•.'�;'-�,
Prepared For
Proj. Engineer
J.F.M.
Stonehenge Pillars, LLC
--o •
�A
Lynch HU Road
6/21/05
329 s��
��+,.</ e'4 0
Montville, Connecticut
Sheet No,
o"A'44 fN ,A, ti>>`
1 VtiP
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