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PROVIDE BUILDING
MOUNTED LIGHTING
(TYP-)
/98
/96
PLATO DRIVE o: I' 24" RCP I,N 186.63
c31i IS RCP IN 186.48
24' RCP OUT 184.68
Lollll PROP. INV. IN 188.50
o EXIST. CATCH BASIN
4HELT00 T.F. 191.1 >
fills
S
L� 5�
I. Site is located in ZONB R-20
2. o>�tN1=R/D�LOPER
Artemis Mondes
II Devonshire Drive
Waterford, Ct. 06355
3. Total Area of subdivision
= 2.0a +/- ACRE5
4. Area to be deeded to THE TOWN OF MONTVILLE for
ROAD PURP05E5 = 12,154 +/- S.F.
5. Contours are at 2ft. Interval. BASE FOR LEVEL5:
N.O.V.D. Ig211.
6. All utilities servicing the lot to be Installed underground as required by
the TOWN of MONWILLE. GALL BEFORE YOU 016: 1-600-cI22-4455.
?. Site is a portion of Assessors Map 33 Lots 1-1k,l?j And Portion 11aa.
5. This site is not located in a Coastal Area Management Zone.
41. This site is not located in a f lood zone.
a 10. sites to be serviced by Municipal Sewer and On Site Well.
11. All publlc improvements to be camplcted within 5 years as required by the
Connecticut Oanerai Statutes.
12. Proposed lighting to be building mounted.
13. 12" Corrugated polyethylene pipe shall conform to AASHTO M214
.Tape 5 as manufactured by Hancor, Inc. P.O. Sox 104? Findlay, Ohio
458341 or by approved equal.
PROVIDE PAINTED DIRECTIONAL
ARROW (SEE; DETAIL)
PROVIDE NON -TRACKING CONS7RUC-
TION ENTRANCE (SEE DETAIL)
SIM DATA TASLZ - ZON2 1t-20
- ITEM REQUIRED
PROVIDED - LOT I
PROVIDED- LOT 2
PROVIDW - LOT 5
LOT AREA 20'000 S.F.
23 24'1 S.F.
24,x54 S.F.
50p84 S.F.
t LOT WIDTH iOO FT.
16525 FT
154.66 FT
181.75 FT
FRONT YARD 50 FT.
?b1 FT
'12± FT
8ci± FT
5'DE YARD 40 FT.
&2 FT
16.0 FT
24.4 FT
REAR WARD 40 FT.
loci± FT
ci4± FT
501 FT
LO GOYERACE WA
105K
ciA5
Ski
e-015. HEIGHT 55' MAXIMUM
2 STORY
2 STORY
2 STORY
t PARKING SEE CAL05
•7 5PACE5
15 SPACES
15 SPACES
-Ri1CK LOADING WA
I SPACE
I SPACE
I SPACE
PARKIN& CALCULATIONS:
Lot #33-17K 4 Units a 1 1/2 Spaces per Unit
= 6 Spaces Required
7 Spaces Provided
Lot #33 -i -TO 5 Units a 1 1/2 Spaces per Unit -
12 Spaces Required
13 5paces Provide.!
Lot #33-17.1 8 Units a I I/2 Spaces per Unit
= 12 5paces Required
13 5paces Provided
ail e4 HUH IN INV. CW.Jf /
vll 24 RCP OUT INV. 205.57
-cEII�1!' RCP IN 207.37 EXIST. SEWER MA
- 11 vane IAIi/ IA/ 9f),C GR/A/U/i rr 0,2 n,
NOTE: EXISTING VEGETATION IS TO REMAIN
AS REAR BUFFER (ALL LOTS)
�ZZa
PROVIDE CONCRETE DUMPSTER PAD W1
STOCKADE FENCE SURROUNDING
(SEE DETAIL)
Mageha n
� Cly
rF
G
9,
p 'DR � `'� � i*tDlA�oo
A� !n Qj ,� o
St. iii RN:'tia HiG`i S
Z BRRNARp
O� CT 51 T
32 RiCHED
PLATOS LN.
`QD sq�4 DERRY
G3 1
_jR�
3APEAG 9iyF9
T.F. 209.52
�o
INV. 207.52
PROVIDE STOP SIGN & PAiN7ED
STOP BAR (SEF DETAIL)
wC
IP0
IRON PIN
DH 0
DRILL HOLE
N/F
NOW OR FORMERLY
S.F.
SQUARE FEET
TYP.
TYPICAL
BUILDING SETBACK LiNE
Q
PROPOSED STREET ADDRE55
}
O
PROP05ED ASSE55OR LOT NUMBER
MON.
MONUMENT
+/-
MORE OR LESS
- - 210 - -
EXISTING CONTOUR
210
PROPOSED CONTOUR
M.H.
MANHOLE
EXIST.
EXISTING
'210
PROPOSED SPOT ELEVATION
INV.
INVERT ELEVATION
T.F.
TOP OF FRAME ELEVATION
NOTE: EXISTING VEGETATION IS TO REMAIN
AS REAR BUFFER (ALL LOTS)
�ZZa
PROVIDE CONCRETE DUMPSTER PAD W1
STOCKADE FENCE SURROUNDING
(SEE DETAIL)
Mageha n
� Cly
rF
G
9,
p 'DR � `'� � i*tDlA�oo
A� !n Qj ,� o
St. iii RN:'tia HiG`i S
Z BRRNARp
O� CT 51 T
32 RiCHED
PLATOS LN.
`QD sq�4 DERRY
G3 1
_jR�
3APEAG 9iyF9
PROVIDE ROW OF 61 HIGH BLUE SPRUCE
8 0/C, 2" MiN. CALIPER
PROVIDE HANDICAP PARKING SPACE
W1 PAINTED SYMBOL & SIGN (SEF DETAIL)
PROVIDE TYPE "5" SIDEWALK RAMP
yy'1 N ( SEE DETAIL)
m
ZI(o
�Z
�puGPR r'; �, OROS �0 ELB
d' ° AV • °�
Z tt, cAN�OS
O `
z
L.OGATION MAS-'
2000 1000 0 2000
GRAPHIC SCALE IN FEET
PROVIDE PAINTED DIRECTIONAL
ARROW (SEE DETAIL)
PROVIDE BITUMINOUS CONCRETE
LIP CURB (SEE DETAIL)
2�6
PROVIDE NON -TRACKING CONSTRUC-
�� TION ENTRANCE (SEF' DETAIL)
PROVIDE TRENCH DRAIN (SEE DETAIL)
T.F. 214.5
1w. 211.5
0 y2,,
-020 C,oA
EXIST. CATCH BASIN
T.F. 21373
INV. OUT P. NV. 63
IN
PROP. INV. IN 2/1.0
PROVIDE STOP SIGN
PAINTED STOP BAR
(SEE DETAIL)
EXIST. CATCH BASIN
T.F. 213.6
Z
20 10 0 20
GRAPHIC SCALE IN FEET
REVISIONS
DATE DESCRIPTION
3�-T '�,� GDC7 ,710 A15 Gam, �VI'JIOIJS
DATE: MAY 27, 1994
SCALE: 1 - 20'
SHEET 2 OF 3
APPROVED BY THE MONTVILLE PLANNING
AND ZONING COMM15510N.
51 ONATURE DATE
SITE DEVELOPMENT PLAN
ZONING DISTRICT R-20
PREPARED FOR
AR i ,..:M MANDE ;5
5
PL" ATOZ r;>R I VE
MONTV I LLE, CONNECTICUT
Irl Af-77 CHANDLER. PALMER 8c KING
17 rl
U17m A U N Architecture, Engineering and Surveying
110 BROADWAY NORWICH, Cf 08380 203-889--3397 FAX 203-888-7801
�o
wC
C UJ
a�
PROVIDE ROW OF 61 HIGH BLUE SPRUCE
8 0/C, 2" MiN. CALIPER
PROVIDE HANDICAP PARKING SPACE
W1 PAINTED SYMBOL & SIGN (SEF DETAIL)
PROVIDE TYPE "5" SIDEWALK RAMP
yy'1 N ( SEE DETAIL)
m
ZI(o
�Z
�puGPR r'; �, OROS �0 ELB
d' ° AV • °�
Z tt, cAN�OS
O `
z
L.OGATION MAS-'
2000 1000 0 2000
GRAPHIC SCALE IN FEET
PROVIDE PAINTED DIRECTIONAL
ARROW (SEE DETAIL)
PROVIDE BITUMINOUS CONCRETE
LIP CURB (SEE DETAIL)
2�6
PROVIDE NON -TRACKING CONSTRUC-
�� TION ENTRANCE (SEF' DETAIL)
PROVIDE TRENCH DRAIN (SEE DETAIL)
T.F. 214.5
1w. 211.5
0 y2,,
-020 C,oA
EXIST. CATCH BASIN
T.F. 21373
INV. OUT P. NV. 63
IN
PROP. INV. IN 2/1.0
PROVIDE STOP SIGN
PAINTED STOP BAR
(SEE DETAIL)
EXIST. CATCH BASIN
T.F. 213.6
Z
20 10 0 20
GRAPHIC SCALE IN FEET
REVISIONS
DATE DESCRIPTION
3�-T '�,� GDC7 ,710 A15 Gam, �VI'JIOIJS
DATE: MAY 27, 1994
SCALE: 1 - 20'
SHEET 2 OF 3
APPROVED BY THE MONTVILLE PLANNING
AND ZONING COMM15510N.
51 ONATURE DATE
SITE DEVELOPMENT PLAN
ZONING DISTRICT R-20
PREPARED FOR
AR i ,..:M MANDE ;5
5
PL" ATOZ r;>R I VE
MONTV I LLE, CONNECTICUT
Irl Af-77 CHANDLER. PALMER 8c KING
17 rl
U17m A U N Architecture, Engineering and Surveying
110 BROADWAY NORWICH, Cf 08380 203-889--3397 FAX 203-888-7801
SUBDIV15ION AND 51TE DEVELOPMENT PLAN
PREPARED FOR
ARTEM15 MANDES
PLATOZ DRIVE
MONTVILLE, CONNECTICUT
FENCE 15 MADE TO:
1. 5ubdivslon/51te Development Plan Zoning9 District R-20
Prepared For Artemis Mondes Platoz Drive Montville, Connecticut
Scale: I" = 20' May 27, IgQ4 Chandler, Palmer d King Norwich, Connecticut
2. Connecticut Ouldellnes for Soil Erosion and Sediment Control,
January 1x85.
5. 5oll Survey of New London County Connecticut, U.5.D.A. 5oll
Construction Service 1985.
Proposed Subdivision will allow for the creation of 5 building
lots ranging In size from 23,247 s.f. to 50.054 s.f. Each will
be serviced by on site Municipal water 4 Municipal sewer. Total
area to be disturbed = 1.2 t acres
SOILS:
The proposed site is composed mainly of two soil types;
Chariton - Hollis 11CrC" 8 "CrD"
I. "CrC" Fine sandy looms, very rocky, with 5 to 15 percent slopes.
These gently sloping to sloping complex consists of somewhat
excessively drained and well drained soils, on glacial till 8
upland landforms.
2. "OrD" Fine sandy looms, very rocky, with 15 to 45 percent slopes.
These moderately steep to steep complex consists of somewhat
excessively drained and well drained soils, on glacial till 8
upland landforms.
��;"sa jja�l
Construction will begin with clearing, grubbing and rough grading
of the proposed sites. Following rough grading procedures, all drainage
and utility structures and the associated piping will be installed and
protected with hay bales or silt fence. These protective measures are to
remain In place and properly maintained throughout construction.
All work must be completed within 5 years, as required by the Connecticut
General Statutes.
Each site will be graded so that all possible trees on site will be
saved to provide buffers to adjoining lots.
Topsoil will be stockpiled on site and utilized during final grading.
A non -tracking construction entrance is to be provided at each driveway.
�' - 5 Z "� - �:r
Development of the site will be performed by The Owner. He
will be responsible for the installation and maintenance of erosion
and sediment control measures required throughout construction.
The sedimentation control mechanisms shall remain in place from the
start of construction until permanent vegetation has been established.
The representative for the Town of Montville will be notified when the
sediment and erosion control structures are initially in place. Once
the proposed development, seeding and planting have been completed,
the representative shall be notified to inspect the site. These
control measures will not be removed until this inspection is complete.
All stripping is to be confined to the immediate construction area.
Topsoil shall be stockpiled so that slopes do not exceed 2 to I. A
hay bale sediment barrier 15 to surround each stockpile and a temporary
vegetative cover provided.
Dust control will be accomplished by spraying with water and if
necessary, the application of calcium chloride.
The proposed planting schedule Is to be adhered to during the
planting of disturbed areas throughout the proposed construction site.
Final stabilization of the site is to follow the procedures outlined In permanent
vegetative cover. if necessary a temporary vegetative cover is to be provided
until a permanent cover can be applied.
(2)-2"x2"X3' STAKES
EACH BRIE --N
• •
HAYBALE BARRIER
NOT TO SCALE
FILTM 13ARRIER INSTALLATION ! MAINTENANCE:
I. Dig a 6" trench on the uphill side of the barrier location.
2. Position the posts on the downhill side of the barrier and drive
the post 1.5 feet into the ground.
5. Lay the bottom 6" of the fabric In the trench to prevent
undermining and backfill.
4. Inspect and repair barrier after heavy rainfall.
5. Sediment deposits are to be removed when they reach a height of one
foot behind the barrier and are to be deposited in on area which
is not regulated by the Inland Wetlands Commission.
6. Inspections and necessary repairs will be made twice weekly.
HAY BALE INSTALLATION i MAINTENANCE:
I. Bales shall be placed around all proposed catch basins with
the ends of the bales tightly abutting each other.
2. Each bale shall be securely anchored with at least 2 stakes and
gaps between. bales shall be wedged with straw to prevent
water from passing between the bales.
5. Inspect bales after each storm and repair or replace promptly
as needed. Remove sediment behind the bales when it has
reached half the height of the bale and deposit in an area
which is not regulated by the Inland Wetlands Commission.
4. Inspections and necessary repairs will be made twice weekly.
TEMPORARY VEGETATIVE COVER:
A temporary seeding of Rye brass will be completed within 15 days
of the formation of stockpile(s), if the soil in the stockpiles has
been compacted by construction operations It shall be loosened to
a depth of 2 inches before the fertilizer, lime and seed Is applied.
10-10-10 fertilizer at a rate of 7.5 pounds per 1000 s.f. and lime
stone at a rate of 90 lbs. per 1000 s.f. shall be used. Rye Grass
applied at a rate of I Ib. per 1000 s.f. shall provide the temporary
vegetative cover. Straw or hay, free from weeds and coarse matter shall
be used at a rate of 70-90 lbs. per 1000 s.f. as a temporary mulch.
Straw or hay, free from weeds and coarse matter shall be used at a rate
of 70-a0 lbs. per 1000 s.f. as a temporary mulch. Apply mulch and drive
tracked equipment up and down slope over entire surface so cleat marks
are parallel to contour.
PERMANENT VEGETATIVE COVER:
Topsoil will be replaced once the excavation has been completed
and the shoulders are graded to a slope no greater than 5 to 1.
Topsoil will be spread at a minimum compacted depth of 4 inches.
Once the topsoil has been spread, all stones two inches or larger
in any dimension will be removed as well as debris. Apply agricultural
ground limestone at the rate of two tons per acre or 100 lbs. per
1000 s.f. Apply 10-10-10 fertilizer or equivalent at a rate of
500 lbs. per acre or 7.5 lbs. per 1000 s.f. Work lime and fertilizer
into the soil to a depth of 4 inches. Inspect seedbed before seeding.
If traffic has compacted the soil, retill compacted areas. Apply the
following grass seed mix:
Seed Mixture lbs./acre lbs./1000 s.f.
Kentucky Bluegrass 20 .45
Creeping Red Fescue 20 .45
Perennial Rye Grass 5 .10
45 1.00
The recommended seeding dates are:
April I - June 15
August I - 5eptember 15
Following seeding, firm seedbed with a roller. Mulch immediately
following seeding. If a permanent vegetative stand cannot be
established by September 50, apply a temporary cover on the
topsoil such as netting, mat or on organic mulch.
ANCHOR WITH (2) 2'x2"X3'
STAKES EACH BALE STORM SEWER STRUCTJRE
tiQyy
e •
HAYBAL E INSTALLATION
AT CATCH BASiN
NOT TO SCALE
PIPEMAx "
DIAMETER TRi +cm "DIN
2._".
s'
1/2' YIIL
1/r 0.
1r MNAIUM w
IX
RM CAvAT10N
1Ro1a eorTDM ••
�cx4 S'<c'noN FeR
SANITARY SEM A Smmm DRAMS
NOT TO SCAB
SURFACE COURSE, CUSS 'C'
ADJUST TO GRADE WITH MAXIMUM
CONCRETE, SURFACE TO BE
2 1 2 OF FOUR COURSES OF BRICK
FINISHED WITH A WOOD FLOAT
8. RECAST REINFORCED CONCRETE
OR BY OTHER APPROVED MEANS
MANHOLE ECCENTRIC CONE
S" CONCRETE
WELDED WIRE FABRIC (TYPICAL)
ISE 1/4" PER FOOT
PREFORMED PLASTIC GASKET OR
1: ►«■
sEpON
NOT TO SCALE
4'-0' DIA FLEXIBLE WATERTIGHT RUBBER GASKET
BASE
5" WALL
8" IN DEPTH AFTER
8x6 1000 WELDED `
4' MlNjj�
6' MIN,
KNOCKOUT FOR PIPES
CROSS SECTION
TOMINIMUM
4' FROM TOP AND BOTTOM
_�
OF BASE
LI L7"
I
CONCRETE OR BRICK
IS PROPOSED
AND MORTAR INVERT
WARPED
MANHOLE
CROSS SECTION
NOT TO SCALE
PIPEMAx "
DIAMETER TRi +cm "DIN
2._".
s'
1/2' YIIL
1/r 0.
1r MNAIUM w
IX
RM CAvAT10N
1Ro1a eorTDM ••
�cx4 S'<c'noN FeR
SANITARY SEM A Smmm DRAMS
NOT TO SCAB
SURFACE COURSE, CUSS 'C'
PLACE EXPANSION JOINT AT BACK OF
CONCRETE, SURFACE TO BE
ELECTRICAL,
FINISHED WITH A WOOD FLOAT
•TELEPHONE
CABLE TELEVISI SERMCE
OR BY OTHER APPROVED MEANS
0
S" CONCRETE
7
ISE 1/4" PER FOOT
1 1/2'
1: ►«■
sEpON
NOT TO SCALE
CONSTRUCT THIS
BASE
'b
8" IN DEPTH AFTER
8x6 1000 WELDED `
COMPACTION PLACED
NTWO COURSES
WIRE M SH
CROSS SECTION
0-
0- `ASS
LONGIWDINAL SEC11ON
.• . h: M SIDEWALX
NOT TO SCALE
FINISHED GRADE
7W 0
GRANULAR BACK FILL
00
•
A
PLACE EXPANSION JOINT AT BACK OF
ELECTRICAL,
—
•TELEPHONE
CABLE TELEVISI SERMCE
0
8'-8' MINIMUM
7
BURIED
CROSS
1: ►«■
sEpON
NOT TO SCALE
10 WELDED
SH
DOUBLE BOLT JOINT
TYPE •L• •BTTUM1Nl10US
FRAME CONCRETE rAWAY
CLASS •A• 2' 14 • 12 80TH WAYS
CONCRETE PLACED 1 1/2' CLEAR TO
INSIDE OF BOX
ELM g.CIION B --B
NGTH
8� VARIES rB*
INLET b
(IT NEEDED Wv
OUTLET W��—�8
6'J
LSWnON A—A
NOTE:
FRAME AND GRATED COVER TO BE
MANUFACTURED BY LEBARON FOUNDRY CO.
BROCKTON. MASS. OR EQUAL
TRENCH DRAIN
NOT TO SCALE
Y • : OW
CROSSSTANDARD CATCH BASIN
SECTION
NOT TO SCALE
PAVEMENT
~..; BACKFILL
TYPE 'C' CATCH BASIN TOP
CROSS SECTION
NOT TO SCALE
6' HIGH
BMW
STOCKADE FENCE
(VARIES) 1' MiN
op
CFO
5" CONCRETE HATH
64 /1O/1OWWF
8' ROLLED GRAVEL
BASE (COMPACTED
IN 4" LIFTS)
AS REQUIRED BY
SiZE OF DUMPSTER
BOTH SIDES
CONCRETE DUMPSTER PAD
WITH STOCKADE FENCE
NOT TO SCALE
GRADE
r EXPANSION JOINT (TYP)
%Y" CURBING-/
a36' �MIr�N.
1' PER FT. 40" MAX. 1" PERFT.
MAX. CURB CURB MAX. BACK OF WALK
CUT
GUTTER UNE
FACE OF CURB
E "AMOK
SIDEWALK RAMP TYPE 4
NOT TO SCALE
PLACE EXPANSION JOINT AT BACK OF
EWA
—
<
0
8'-8' MINIMUM
7
E
%Y" CURBING-/
a36' �MIr�N.
1' PER FT. 40" MAX. 1" PERFT.
MAX. CURB CURB MAX. BACK OF WALK
CUT
GUTTER UNE
FACE OF CURB
E "AMOK
SIDEWALK RAMP TYPE 4
NOT TO SCALE
RAMP WALK 3'-0'
1' PER FT. 1/4' PER FT.
MAX.
CURBING
GUTTER LINE
SEMON C -C
PLACE EXPANSION JOINT AT BACK OF
1/2 CONCRETE RAMP
—
<
0
8'-8' MINIMUM
7
E
CONSTRUCT THIS
'b
Le
SECTION ONLY WHERE
GUTTER UNE
0-
0- `ASS
NO CONCRETE SIDEWALK
I
IS PROPOSED
WARPED
SECTION
•o
GRASSbPLOT
RAMP SECTION
CURB
GUTTER UNE
HALF PLM
�
MINIMUM 8'-0'
MINIMUM 8'-0'
BACKUNE OF RAMP
AND SIDEWALK
RAMP SECTION
GUTTER UNE
RBING
ALF Ei"ATiON
VARIES 5'-0' OR 3"
• AS DIRECTED
MINIMUM 2 1/2" 2'
'0
7 1 /4':12' il
PAVEMENT
'
GRAVEL BASE
8' CLASS 'A' CONCRETE
REINFORCING MATERIAL FOR
CONCRETE PAVEMENT IF
CALLED FOR
ON
CONCRETE RAMP
TO SCALE
RAMP WALK 3'-0'
1' PER FT. 1/4' PER FT.
MAX.
CURBING
GUTTER LINE
SEMON C -C
E4D-J
Lei.
36' MIN.
40" MAX.
CURB
CUT
1 i /2" 1
(— I JOINT (TYP)
GUTTER LINE --'FACE 4 CURB
EIiYA71ON
SiDEWALE RAMP TYPE 5
NOT TO SCALE
FILTER SECURE TO 1 1/2' 0
FABRIC GALVANIZED STEEL POST
ANGLE 10' UP SLOPE WITH (2) 1/4" 0
POST FOR STABILITY AND HANDICAPPED GALVANIZED BOLTS BITUMINOUS CONCRETE 9.
SELF CLEANING PARKING (1 TOP, 1 BOTTOM) UP CURBING R-2,
�iTF- STATEp�PD11:�TpR�EgQUIRED 1 1/2' CLASS I BIiUMNDUS CONCRETE
�PFlLLTEL7 o wQIGB FINED 1 1/2' BINDER COURSE i. *'I.ACKFILLL AS
48' DIRECTED SITE DEVELOPMENT PLAN
5'-0' TO GRADE
SILTToaE Ii HANDICAPPED PARKING SIGN ZONING DISTRICT R-20
NOT TO SCALE /
PREPARED FOR
•L•
CONmuCTION ENTRANCE
NOT TO SCALE
8' PROCESS GRAVEL BASE -1
12' BANK -RUN GRAVEL SUBBASE
BITUMINOUS CONCRETE UP CURBING
NOT TO SCALE
SECURE TO 1 1/2" 0
GALVANIZED STEEL POST
T u0n P ALTA 1/ 0
GALVANIZIZ ED BOO LTS
(i TOP, 1 BOTTOM)
NOTE:
SIGN TO BE INSTALLED IN
ACCORDANCE WTH STATE OF
CONNECTICUT D.O.T. STANDARDS
STDP MGN
NOT TO SCALE
CERTIFIED BY THE MONTVILLE PLANNING
AND ZONING COMMI551ON
REVISIONS
DATE DESCRIPTION
TRAFFIC NOT TO IONSCALE
ARROW signature date DATE: ti!AY 27, 1994
SCALE: AS NOTED
SHEET 3 OF 3
PL?ATOZ DRIVE
MONTVILLE, CONNECTICUT
rn Al"i! CHANDLER, PALMER ac KING
in
r"W"J" 11711
Architecture, Engineering and Surveying
® 110 BROADWAY NORWICH, CT 06360 203--889-3397 FAX 203-886-7801
DETAILS and EROSION E
SEDIMENT CONTROL
PLACE EXPANSION JOINT AT BACK OF
CURB LINE 'OR AT SIDEWALK UNE
GRASS
3
W
0
RAMP
E
MAX.
E�CURBING
GUTTER UNE
0-
0- `ASS
( SECTION IE -E
E4D-J
Lei.
36' MIN.
40" MAX.
CURB
CUT
1 i /2" 1
(— I JOINT (TYP)
GUTTER LINE --'FACE 4 CURB
EIiYA71ON
SiDEWALE RAMP TYPE 5
NOT TO SCALE
FILTER SECURE TO 1 1/2' 0
FABRIC GALVANIZED STEEL POST
ANGLE 10' UP SLOPE WITH (2) 1/4" 0
POST FOR STABILITY AND HANDICAPPED GALVANIZED BOLTS BITUMINOUS CONCRETE 9.
SELF CLEANING PARKING (1 TOP, 1 BOTTOM) UP CURBING R-2,
�iTF- STATEp�PD11:�TpR�EgQUIRED 1 1/2' CLASS I BIiUMNDUS CONCRETE
�PFlLLTEL7 o wQIGB FINED 1 1/2' BINDER COURSE i. *'I.ACKFILLL AS
48' DIRECTED SITE DEVELOPMENT PLAN
5'-0' TO GRADE
SILTToaE Ii HANDICAPPED PARKING SIGN ZONING DISTRICT R-20
NOT TO SCALE /
PREPARED FOR
•L•
CONmuCTION ENTRANCE
NOT TO SCALE
8' PROCESS GRAVEL BASE -1
12' BANK -RUN GRAVEL SUBBASE
BITUMINOUS CONCRETE UP CURBING
NOT TO SCALE
SECURE TO 1 1/2" 0
GALVANIZED STEEL POST
T u0n P ALTA 1/ 0
GALVANIZIZ ED BOO LTS
(i TOP, 1 BOTTOM)
NOTE:
SIGN TO BE INSTALLED IN
ACCORDANCE WTH STATE OF
CONNECTICUT D.O.T. STANDARDS
STDP MGN
NOT TO SCALE
CERTIFIED BY THE MONTVILLE PLANNING
AND ZONING COMMI551ON
REVISIONS
DATE DESCRIPTION
TRAFFIC NOT TO IONSCALE
ARROW signature date DATE: ti!AY 27, 1994
SCALE: AS NOTED
SHEET 3 OF 3
PL?ATOZ DRIVE
MONTVILLE, CONNECTICUT
rn Al"i! CHANDLER, PALMER ac KING
in
r"W"J" 11711
Architecture, Engineering and Surveying
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