HomeMy WebLinkAboutSite PlanPROVIDE BUILDING
MOUNTED LIGHTING
(TYP.)
PLATO DRIVE '
a: i' 24" RCP I,N 186.63
011 15 RCP IN 186.48
CrIi 24" RCP OUT 184.68
Oil I PROP INV. IN 18650
° o EXIST. CATCH BASiN
HELTOO T.F. 191.1 D
W16
16
m till 24"RCP OUT •INV. 205.57 I
o &I'�Ie' RCP IN 207.37 EXIST. SEWER M.H
�� I PROP. INV. IN 206.96(N.W.) TT 213.41
PROVIDE PAINTED DIRECTIONAL / e o T\
ARROW (SEE DETAIL) PROVIDE TRENCH DRAIN (SEE DETAIL.)
T.F. 209.52
PROVIDE NON -TRACKING CONS7RUC- INV. 207.52
TION ENTRANCE (SEE DETAIL) PROVIDE STOP SIGN & PAINTED
STOP BAR (SEE DETAIL)
,NOM 1 SITE DATA TABLE - ZOM R-20
ITEM REQUIRED PROVIDED PROVIDED- LOT I PROVIDED - LOT 2 PROVIDED- LOT 3 Nm.
I. Site is located in ZONE R-20 L07 AREA 20,000 5.F. 23,241 S.F. 24,1154 SF. 50,OB4 S.F.
2. OKNERJDE'VELOPER LCT WIDTH 100 FT. 163.25 FT 134.66 FT 181.75 FT
z FRONT YARD 50 FT. 1161 FT "72s FT 661± FT IPO IRON PIN
Artemis Mandes S!:�=_ YARD 40 FT. b.2 FT 1'6.0 FT 24.4 FT DH 0 DRILL HOLE
ll Devonshire Drive REAR YARD 40 FT. IOgs FT q4t FT Sot FT
Waterford, Ct. 06385 LC' COVERAGE N/A 10% q% a% N/F NOW OR FORMERLY
5_MO. HEIGHT 35' MAXIMUM 2 STORY 2 STORY 2 STORY
3. Total Area of subdivision = 411,23c1 +/- 5.F. P.ARKIN6 SEE GALLS -7 SPACES 13 SPACES 13 SPACES S.F. SQUARE FEET
2.0cl +/- ACRE5 i -R.JGK LOADING WA I SPACE I SPACE I SPACE TYP. TYPICAL
4. Area to be deeded to THE TOWN OF MONTVILLE for EL BUILDING SETBACK LINE
ROAD PURP05E5 = 12,Q54 +/- 5.F. ! PROPOSED STREET ADDRESS
5. Contours are at 2ft. Interval. BASE FOR LEVELS: O PROPOSED ASSESSOR LOT NUMBER
N.0Y.D. lcl2a, PARKING CALCULATIONS: MON. MONUMENT
6. All utilities servicing the lot to be installed underground as required bg +/- MORE OR LE -55
the TOWN of MONI VILLE. GALL BEFORE YOU DIG: 1-600- 22-4455. --210-- EXISTING CONTOUR
Lot #33-177K 4 Units a 1 1/2 Spaces per Unit
'. Site is a portion of Assessors Map 33 Lots 1-1k,1'7j And Portion l7oa. = 6 Spaces Required 210PROPOSED CONTOUR
8. This site is not located in a Coastal Area Management Zone. Spaces Provided M.H. MANHOLE
EXIST. EXI5TIN&
ci. This site is not located in a flood zone. Lot #33 -1 -TO b Units a 1 1/2 Spaces per Unit PROPOSED SPOT ELEVATION
10. Sites to be serviced by Municipal Seder and On Site ktell. = 12 Spaces Required
13 Spaces Provided iNF. INVERT ELEVATION
ii. All public improvements to be completed within 5 years as required by the
.K T.F. TOP OF FRAMEEELEVATION EVATION
C.ormecticut General Statutes. Lot #33-I T.1 5 Units a 1' 1/2 Spaces per Unit
12. Proposed lighting to be building mounted. = 12 Spaces Required
13. 12" Corrugated polyethylene pipe shall conform to AA5HTO M2c14 13 Spaces Provided
Tupe 5 as manufactured by Hancor, Inc. P.O. Box 104" Ffndlay, Ohio
45531 or by approved equal.
9
NOTE: EXISTING VEGETATION IS TO REMAIN
AS REAR BUFFER (ALL LOTS)
C Q T1� �e
a t. /✓ SID H.
Na. 9679
PROVIDE CONCRETE DUMPSTER PAD W/
STOCKADE FENCE SURROUNDING
( SEE DETAIL)
PROVIDE ROW OF 67 HIGH BLUE SPRUCE
87 0/C, 271 MiN. CALIPER
�Z18
\ PROVIDE HANDICAP PARKING SPACE
W/ PAINTED SYMBOL 9 SIGN (SEE DETAIL)
Z PROVIDE TYPE 7517 SIDEWALK RAMP
( SEE DETAIL)
PROVIDE PAINTED DIRECTIONAL
ARROW (SEE DETAIL)
L_OCA710N MAP
I
I
2000 1000 0 2000
GRAPHIC SCALE IN FEET
II
PROVIDE BITUMINOUS CONCRETE
LIP CURB (SEE DETAIL)
PROVIDE NON -TRACKING CONSTRUC-
T10N ENTRANCE (Sff DETAIL)
PROVIDE TRENCH MAiN (SEE DETAAJ
T.F. 214.5
• � /21� /NV. 21/.5
24�
S. -O .2•.
EXIST. CATCH BASIN
T. F. 213.7 3
INV." OUT 210.63
\\\.-PROP. INV. IN 211.0
PROVIDE STOP SiGN 8
PAINTED STOP BAR
(SEE DETAIL)
EXIST. CATCH BASiN
TF 213.6
ry
20 10 0 20
11 mmmmmmi
GRAPHIC SCALE IN FEET
REVISIONS
DATE DESCRIPTION
-3� ��- '�ft LLDD STI OA15 � �V I J 10{JS
DATE: MAY 27, 1994
SCALE: 1' _ 20'
SH-EET 2 0F 3
APPROVED BY THE MONTViLLE PLANNING
AND ZONING COMM15510N.
51 ONATURE DATE
SITS 1:)E1/EL0PMENT PLAN
ZONING DISTRICT R-20
PREPARED FOR
ARTIEM15 MANPJE"5i
Pt,aroz aRive
MONNILLP, CONNECTICUT
M Am -T' CHANDLER. PALMER as KING
Architecture, Engineering and Surveying
110 BROADWAY NORWICH. CT 08380 203-889-3397 FAX 203-888-7801
If
SUBDIVISION AND SITE DEVELOPMENT PLAN
PREPARED FOR
ARTEMIS MANDE5
PLATOZ DRiVE
MONTVILLE, CONNECTICUT
RE RENCE 15 MADE TOt
I. 5ubdivsion15ite Development Plan Zoning District R-20
Prepared For Artemis Mondes Plotoz Drive Montville, Connecticut
Scale: I" = 20' May 27, Igg4 Chandler, Palmer 4 King Norwich, Connecticut
2. Connecticut Guidelines for Soil Erosion and Sediment Control,
January 14155.
3. Soil Survey of New London County Connecticut, U.5.D.A. Soil
Construction Service 11155.
DEVELOPMENT,
Proposed 5ubdivl5ion will allow for the creation of 3 building
lots ranging in size from 23,247 s.f. to 30.084 s.f. Each will
be serviced by on site Municipal water d Municipal sewer. Total
area to be distiurbed = 1.2 ± acres
SOILS,
The proposed site Is composed mainly of two soil types;
Chariton - Hollis "GrG" $ "GrD"
I. "Gro" Fine sandy looms, very rocky, with 3 to 15 percent slopes.
These gently sloping to sloping complex consists of somewhat
excessively drained and well drained soils, on glacial till B
upland iandforms.
2. "GrD" 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 d
upland landforms.
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 ma'ntolned t�rouohovt cors`_ructlo
All work must be completed within 5 years, as reRulred 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.
CONTROL PLAN,
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 is 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 BALE
.. .. ..
HAYBALE BARRIER
NOT TO SCALE
FILTER BARRIER INSTALLATION ! MAINTENANCEt
I. Dig a b" trench on the uphill side or" the barrier location.
2. Position the posts on the downhill side of the barrier and drive
the post 1.5 feet into the ground.
3. 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 d MAINTENANCE,
1. 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.
3. 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 on area
which is not regulated by the Inland Wetlands Commission.
4. Inspections and necessary repolrs 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 110 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 70-110 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 70-410 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 VE6ETATIVE COVERt
Topsoil will be replaced once the excavation has been completed
and the shoulders are graded to a slope no greater than 3 to I.
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
around limestone of the rate of two tons per acre or 100 lbs. per
F000 s.f. Aooly 10-10-10 fertilizer or equivalent at a rate of
300 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 IbsJocre 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 - September 15
Following seeding, firm seedbed with a roller. Mulch immediately
following seeding. If a permanent vegetative stand cannot be
established by September 30, apply a temporary cover on the
topsoil such as netting, mat or an organic mulch.
ANCHOR WTH (2) 2'x2'X3'
STAKES EACH BALE STORM SEWER STRXTIRE
FL�1 gW • • F,yOW
� B
HAYBALE INSTALLATION
AT CATCH BASiN
NOT TO SCALE
ADJUST TO GRADE WiTH MAXIMUM
t 2 OF FOUR COURSES OF BRICK
1'. 8• i
RECAST REINFORCED CONCRETE
MANHOLE ECCENTRIC CONE
WELDED WIRE FABRIC (TYPICAL)
PREFORMED PLASTIC GASKET OR
4'-0" DIA FLEXIBLE WATERTIGHT RUBBER GASKET
5' WALL
Z
4" MfNF
6' MI l[��KNOCKOUT FOR PIPES MINIMUM
4' FROM TOP AND BOTTOM
OF BASE
1-7' ONCRETE OR BRICK
AND MORTAR INVERT
MANHOLE
CROSS SEQ110N
NOT TO SCALE
MPE MAxIMUM
DIAMETER iRENCM NTN
e• x' -B
COMPACTED NAIVE
MATERIAL OR
Rn BORROW ..
1:�Qs k MI •r. •�:
SHEEIING AS
REQUIRED (TYRCAL)
CAREFULLY COMPACTED NATIVE
MATERIAL OR GRAVEL. SAND CUSHION
Ir FOUNDATNLN STONE *LEN
UNSUITABLE MATERIAL OR ORGANIC
SILT IS CNCOUINTENED AT SUIMADE
�������� \--S'
//\��\\� x
SURFACE COURSE, CLASS "C"
��Y�\�����
CROSS SECTION
CONCRETE, SURFACE TO BE
,•
FINISHED WITH A WOOD FLOAT
8'-8' MNIMUM
CONSTRUCT THIS
OR BY OTHER APPROVED MEANS
1 1/2"
5" CONCRETE
ISE 1/4" PER FOOT
.`//
REVISIONS
by
1',\�\\
8- GRAVEL BASE 8
�������� \--S'
//\��\\� x
IN DEPTH AFTER
COMPACTION PLACED
��Y�\�����
CROSS SECTION
IN 1W0 COURSES
LONGIMDINAL SECTION
5" CONCREM SIDEWALK
NOT TO SOALE
1 1/2-
10[10 WELDED
MESH
DOUBLE BOLT JOINT
TYPE "
FRAME RCR� RIVEWAY
CLASS •A' 2 H 0 12 BOTH WAYS
CONCRETE PLACED 1 1/2' CLEAR TO
i MDE OF em
aril.IIoN a -e
GTH
8" VARIES 8'
(TINLN EE1D� c
QN
OUTLET [
s'J
SECMON A -A
NOTE:
FRAME AND GRATED COVER TO BE
MANUFACTURED BY IEBARON FOUNDRY O0.
BROCKTON. MASS. OR EQUAL
TRENCH DRAIN
NOT TO SCALE
o ,
W LLT ` <
�G-J(W/I}Z(
Haag<�.
Z�8:
s o
in
TYPE • :
STANDARD CATCH BASIN
CRM SERON
NOT TO SCALE
PST
BACKFILL
TYPE 'C' CATCH BASIN TOP
CROSS SEC110N
NOT TO SCALE
(VARIES) 1' MIN
8' HIGH
STOCKADE FENCE
,f- EXPANSION JOINT (TYP)
FINISHEDGRANULAR
•�AMAM
/®`
.
,•
I
8'-8' MNIMUM
CONSTRUCT THIS
3
SEC74N ONLY WHERE
REVISIONS
by
NO CONCRETE SIDEWALK
tS PROPOSED
::
RAMP
WARPED
MAX.
CHANDLER. PALMER ac KING
�
SECTION
•O
GRASS
a
1!6y1,
PLOT I RAMP SECTION
z
BACK FILL
r.
GUTTER UNE
HALFPL N
IIlON
M
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�llullII)
E --1E
2'-O' MN'MUM 6'-0'
m
BACKLTNE OF RAMP
AND SIDEWALK
RAMP SECTION
ITER UNE
CUT+BtNG
HALF 0"Alm
• «•
��
21/2, 2•
•�
1/4': 12*
I
3' -Cr* MINIMUM ..••x.:'1
GRAVEL BASE o
8' CLASS 'A' CONCRETE
11
REINFORCING MATERIAL FOR
AND ZONING COMM 1551 ON
CONCRETE PAVEMENT IF
CALLED FOR
O
CONCIR WITH
/865
.......
..... ......:•..
NOTE: �
. . . .
SIGN TO BE INSTALLED IN io
-'ROLLED EL
> E•.(COMPACTED
CABLE TELEMS:ION SERVICE
12
AS REQUIRED
META 11.5 and r -R051 Oil
NOT TO SCALE NOT TO SCALE
signature date
DATE:
CONCRETE DUMPSTER PAD
BURIED
CROSS
CABLE TRENCH
`7 1•N
VATH STOCKADE IFFENCE
NOT TO SCALE
SCALE:
NOT TO SCALE
5Et�
,f- EXPANSION JOINT (TYP)
�y-
CURBING
ELM
36" MIN.
r1" PER FT. ' 40" MAX. 1- PER FT.
MAX. CURB MAX. BACK OF WALK
CUT
GUTTER UNE
FACE OF CURB
!SON
SIDEWALK RAMP TYPE 4
NOT TO SCALE
•�AMAM
/®`
.
,•
I
8'-8' MNIMUM
CONSTRUCT THIS
3
SEC74N ONLY WHERE
REVISIONS
�y-
CURBING
ELM
36" MIN.
r1" PER FT. ' 40" MAX. 1- PER FT.
MAX. CURB MAX. BACK OF WALK
CUT
GUTTER UNE
FACE OF CURB
!SON
SIDEWALK RAMP TYPE 4
NOT TO SCALE
i
RAMP WALK 3'-0'
1' PER FT. 11/4' PER FT. -
MAX.
CURBING
GUTTER LINE
SECIICN rd --C
1/2 CONCRETE RAMP
CO
<
CURB UNE OR AT SIDEWALK UNE
8'-8' MNIMUM
CONSTRUCT THIS
3
SEC74N ONLY WHERE
REVISIONS
by
NO CONCRETE SIDEWALK
tS PROPOSED
�1
RAMP
WARPED
MAX.
CHANDLER. PALMER ac KING
�
SECTION
•O
GRASS
a
1!6y1,
PLOT I RAMP SECTION
z
CURB
GUTTER UNE
HALFPL N
IIlON
M
— .��..
M,MM
E --1E
2'-O' MN'MUM 6'-0'
m
BACKLTNE OF RAMP
AND SIDEWALK
RAMP SECTION
ITER UNE
CUT+BtNG
HALF 0"Alm
VARIES 5'-0' OR
3,
• AS DIRECTED
21/2, 2•
•�
1/4': 12*
PA�ENT—
GRAVEL BASE o
8' CLASS 'A' CONCRETE
REINFORCING MATERIAL FOR
AND ZONING COMM 1551 ON
CONCRETE PAVEMENT IF
CALLED FOR
O
SQICRETE RAMP
MGTTO SCALE
i
RAMP WALK 3'-0'
1' PER FT. 11/4' PER FT. -
MAX.
CURBING
GUTTER LINE
SECIICN rd --C
E41�0
ELM
36- MIN.
40' MAX.
1 CURB
CUT
CONSTRUCTION
JOINT (TYR)
GUTTER UNE --'FACE 4 CURB
8 1 _ 1 •n
NOT TO SCALE
FILTER SECURE TO 1 1/2' •
FABRIC GALVANIZED STEEL POST
ANGLE 10- UP SLOPE WITH (2) 1/4"
POST FOR STABILITY AND HANDICAPPED GALVANIZED BOLTS BITUMINOUS CONCRETE
SELF CLEANING PARKING (1 TOP, 1 BOTTOM) UP CURE R-2"
COMPACCU..
a STATEpMWITT REEgQUM 1 1/2' QASS t SIAM WS CONCRETE-,.
BACKFILL U CIo T B& FINED 1 1/2" BINDER COURSE 1. 10 \�\� BACKFILL AS
A8 DIRECTED SITE DEVELOPMENT PLAN
MLT FENCE S'-0' TO GRADE ZON I N6 V1577 -ICT R-20
NOT TO SCALE HANDICAPPED PARKING SIGN PREPARED
p p }�
NOT TO SCALE r7/ T- i�E.PAT�ED FOR
v
CONST upON ENTRANCE
NOT TO SCALE
8" PROCESS GRAVEL. BASE)
12' BANK -RUN GRAVEL SUBB•SE
BITUMINOUS CONCRETE LIP CURBING
NOT TO SCALE
PLATOZ DRIVE
MONNILLE, CONNECTICUT
PLACE EXPANSION JOINT AT BACK OF
CURB UNE OR AT SIDEWALK UNE
GRASSVi
3
W
0
REVISIONS
SECURE TO 1 1/2' a V-4" ,-6"
RAMP
MAX.
CHANDLER. PALMER ac KING
�
E�CURBING
STOPWCAL
W71H (T STEEL PO"T
ITH (z) y4• r
a
GUTTER UNE
`\� CRASS
DATE
DESCRIPTION
IIlON
M
— .��..
E --1E
E41�0
ELM
36- MIN.
40' MAX.
1 CURB
CUT
CONSTRUCTION
JOINT (TYR)
GUTTER UNE --'FACE 4 CURB
8 1 _ 1 •n
NOT TO SCALE
FILTER SECURE TO 1 1/2' •
FABRIC GALVANIZED STEEL POST
ANGLE 10- UP SLOPE WITH (2) 1/4"
POST FOR STABILITY AND HANDICAPPED GALVANIZED BOLTS BITUMINOUS CONCRETE
SELF CLEANING PARKING (1 TOP, 1 BOTTOM) UP CURE R-2"
COMPACCU..
a STATEpMWITT REEgQUM 1 1/2' QASS t SIAM WS CONCRETE-,.
BACKFILL U CIo T B& FINED 1 1/2" BINDER COURSE 1. 10 \�\� BACKFILL AS
A8 DIRECTED SITE DEVELOPMENT PLAN
MLT FENCE S'-0' TO GRADE ZON I N6 V1577 -ICT R-20
NOT TO SCALE HANDICAPPED PARKING SIGN PREPARED
p p }�
NOT TO SCALE r7/ T- i�E.PAT�ED FOR
v
CONST upON ENTRANCE
NOT TO SCALE
8" PROCESS GRAVEL. BASE)
12' BANK -RUN GRAVEL SUBB•SE
BITUMINOUS CONCRETE LIP CURBING
NOT TO SCALE
PLATOZ DRIVE
MONNILLE, CONNECTICUT
I
REVISIONS
SECURE TO 1 1/2' a V-4" ,-6"
CHANDLER. PALMER ac KING
�
STOPWCAL
W71H (T STEEL PO"T
ITH (z) y4• r
DATE
DESCRIPTION
M
— .��..
= BOLTS
m
1I"�
(I TOP.
(1 TOP, 1 BOTTOM)
® Architecture, Engineering and Surveying
�\��LS►
BY THE MONTViLLE PLANNING
110 BROADWAY NORWICK CT 06360 203-889-3397 FAX 203-888-7801
�4CERTIFIED
AND ZONING COMM 1551 ON
NOTE: �
SIGN TO BE INSTALLED IN io
ACCOPOANCE WITH STATE OF
CDtiNECT1CUT D.O.T. S7Ate.A4O5 SI
STOP GN TRAFFIC DIRECTION ARROW
META 11.5 and r -R051 Oil
NOT TO SCALE NOT TO SCALE
signature date
DATE:
MAY 27, 1994
SCALE:
AS NOTED
5Et�
I M��1T
CONTROL
SHEET
3 OF 3
I