HomeMy WebLinkAboutSite PlanN/F
VETERINARY EMERGENCY
TREATMENT SERVICE, LLC
VOL. 363 / PG. 10
PROVIDE AND MAINTAIN A CONTINUOUS
LINE OF SILT FENCE THROUGHOUT
CONSTRUCTION (SEE DETAIL)
EXISTfNG VETERINARY HOSPITAL
N/F
ARLENE HUDYMA TRUST &
DOREEN CARE TRUST
VOL. 10 7 / PG. 421
N56*45'40"W
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252--
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-~
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`258`'
260
30'
\262
-262-
30� ��-
'� RESERVE AREA
TP 8 FERC TP A
\264 g0'
��--------------I
264.0 264.0
7LF 4"PVC
Q in : _< TP
i N 266 #1 (SDR35)
\ 1000 GALLON
N 264.60 SEPTIC TANK y
��Tp
(ASTM 1785) 265.0 #2
QUALITY CONTROL CERTIFICATION
GROUP
REVIEWED DATE
PROVIDE CONCRETE WALK WITH RAMPS AS SHOWN
!
SURVEY
PROVIDE 18" WIDE STRIP OF 2" CRUSHED STONE, 6" DEEP
ENVIRONMENTAL
9
PROVIDE HANDICAPPED PARKING SPACE
2A4
STRUCTURAL
WITH PAINTED SYMBOL AND SIGN (SEE DETAIL)
ARCHITECTURAL
30'
PROPOSED LIMITS OF CLEARING
34705A
50'
PROVIDE PARKING LOT LIGHT (SEE DETAIL)
BLDG. HEIGHT
50' MAX
PROVIDE BITUMINOUS CONCRETE CURBING (SEE DETAIL)
PARKING
2 SPACES
PS#1 TYPICAL (SEE PLANTING SCHEDULE)
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PROPOSED SIGN LOCATION
U
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PROVIDE BURIED UTILITIES
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QUALITY CONTROL CERTIFICATION
GROUP
REVIEWED DATE
PROJECT MANAGER'es-
REMARKS
SURVEY
c
ENVIRONMENTAL
9
CIVIL
2A4
STRUCTURAL
56'
ARCHITECTURAL
30'
FHLE
34705A
PROVIDE (2) BOLLARDS
(SEE DETAIL)
'OP N
La
\ y
/268
PLANTING
TYPE
SCHEDULE
COMMON NAME
BOTANICAL NAME
QUANTITY
REMARKS
PS #1
DENSE SPREADING YEW
TAXUS X MEDIA DENSIFORIS
9
18" - 24" B&B
PLANTING NOTES
1.) ALL EXTERIOR GROUND AREAS DISTURBED BY CONSTRUCTION AND NOT COVERED BY BUILDINGS,
STRUCTURES, PAVING, CONTINUOUS SHRUB BEDS OR OTHER SITE IMPROVEMENTS SHALL BE GRADED,
TOPSOILED TO A DEPTH OF 6" AND SEEDED,
2.) ALL TREE STAKING OR GUYING SHALL BE DONE IMMEDIATELY AFTER PLANTING, BUT IN NO
INSTANCE MORE THAN 24 HOURS AFTER PLANTING. SEE STAKING/GUYING DETAIL. AT COMPLETION OF
MAINTENANCE PERIOD REMOVE ALL STAKES, FLAGS, GUYS, TREE WRAP AND ANCHORS.
3.) MULCH ALL NEW SHRUB BEDS AND PLANT PITS TO ACHIEVE A 3" DEPTH (AFTER SETTLEMENT).
MULCH ALL GROUNDCOVER BEDS TO ACHIEVE A 2" DEPTH (AFTER SETTLEMENT), MULCH FOR
SAUCERS AND PLANTING AREAS TO BE A DOUBLE SHREDDED BARK MULCH.
N /F
CITY OF NE=W LONDON
REMOVE EXISTING CURBING '
MONUMENT FOUND AT ENTRANCE AND SAW CUT
PAVEMENT (SEE DETAIL) R=50.00'
-V
R =30.00' PROVIDE TEMPORARY C=91,14'
C-21.21' CONSTRUCTION ENTRANCE L=114.68' SNET j
(SEE DETAIL) 4044 73.34►
L'=21.68 D=1,31-24'35" - Guy
ENTERPRISE LANE D=4`;'24'35" /S563556"E
F D�
_ ='CB
R=50.00'
C=91.14'
L-114.68'
D-131'24'35"
TO MY KNOW
CORRECT.,qA
H.
M
E AN BELIEF, THIS M //!/STAN
SUBSTAN; IALLY
REON.
7
LS. #9679 DATE
N/F
OSTERMAN PROPANE INC.
VOL. 344 / PG. 18
0.30
IRON ROD IF
FOUND
73.34'
\ 0,83' ALONG S56.3�3'54
CURVE
DETAIL
NOT TO SCALE
EXISTING VEGETATED AREA
TO REMAIN, AS RESIDENTIAL
ZONE BUFFER
(REF. SEC. 16.8)
SITE DATA TABLE - ZONE LI
-
ITEM --�[J
REQUIRED
PROVIDED
LOT AREA
41,135 SF
41,135 SF
LOT WIDTH
200'
213
FRONT YARD
50'
56'
SIDE YARD
30'
35'
REAR YARD
50'
154'
BLDG. HEIGHT
50' MAX
16'
PARKING
2 SPACES
5 SPACES
PER REFERENCE RENCE MAP No. 1, NUMBERS ARE THE SAME AS DEEP TEST
PITS
PERC TEST #1 - 3 MIN./INCH
PERC TEST #2 - 8 MIN./INCH
PERC TEST 4/25/03 (UNCAS HEALTH DISTRICT) - 5.33 MIN/INCH
TEST HOLE DATA
PER REFERENCE MAP No.1
TEST HOLE1
0"-6" TOPSOIL
6"-40" SANDY LOAM
40"-72" GRAVEL
NO LEDGE, WATER 0 40", NO MOTTLING
TEST HOLE #2
0"-6" TOPSOIL
C-24" SANDY LOAM
24"-84" SAND
NO LEDGE, WATER @ 32", NO MOTTLING
TEST HOLE A (UNCAS HEALTH 4-24-03)
0" - 6" TOPSOIL
6" - 28" BROWN SANDY LOAM
28" - 64" COMPACT GREY SANDY TILL
WATER @ 30", MOTTLING 0 28"
TEST HOLE B (UNCAS HEALTH 4-24-03)
0" - 13" FILL
13" - 15" TOPSOIL
15" - 31 " SUBSOIL
31 " - 67" GREY COMPACT SANDY TILL
WATER @ 54", MOTTLING 4 31 "
SEPTIC SYSTEM DESIGN DATA
SIX EMPLOYEES @ 25 GAL/DAY = 150 GAL/DAY
APPLICATION RATE = 1.5 GAL/DAY/SF
REQUIRED LEACHING AREA: 150 / 1.5 = 100 SF
PROVIDE 50LF 4' WIDE STORM TRENCH
EFFECTIVE LEACHING AREA: 50 x 3 = 150 SF
PROVIDE A 1000 GALLON 2 COMPARTMENT SEPTIC TANK
MLSS REQUIRED = 24 x 1.2 x 0.5 = 14,4'
MLSS PROVIDED = 50'
PREPARE AREA OF SEPTIC SYSTEM . AS_ FOLLOWS
1.) REMOVE AND STOCKPILE TOPSOIL.
2.) PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6"
LIFTS AND COMPACTED TO 95% DENSITY.
3.) EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE.
4.) FILL TRENCHES WITH 1" WASHED STONE TO HEIGHT OF PIPE
INVERTS. PLACE PIPE IN TRENCH, AND FILL TO 2" OVER TOP OF PIPE.
5.) CAP ENDS OF PIPES.
6.) PLACE A 4' WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OF
THE ENTIRE LENGTH OF THE SYSTEM), AND BACKFILL WITH NATIVE
MATERIAL.
7,) REPLACE TOPSOIL, SEED & MULCH.
LOCATION MAP
OWNER
ADVANCED SURFACES, INC.
c/o DAVID I 'ARFIELD
CONCRETE , ECHNOLOGIES, INC.
70 BRIDGE STREET
GROTON, CT 06340
Kanomorlb
D
"-SIT \.
OF ,n,,.. -
oRfO�
Tows
SCALE 1 "=2000'
APPLICANT
SURFACES, INC.
ADVANCED
c/o DAVID
GARFIELD
CONCRETE
TECHNOLOGIES, INC,
70 BRIDGE
STREET
GROTON, CT 06340
1.) WATERN/►.EW BUSINESS PARK, FINAL SUBDIVISION PLAN, PREPARED FOR
VILLAGE D,_VELOPMENT, ROUTE #85, MONTVILLE, CONNECTICUT. SCALE
1"'=40', DATED JULY, 1988, REVISED THROUGH 04/10/1989. BY JOHN
KOPKO JR & ASSOCIATES, INC. ON FILE IN MONTVILLE TOWN HALL BOOK
10, PAGES 43 & 51.
NOTES
1.) 1. TH: SURVEY HAS BEEN PREPARED PURSUANT TO THE
REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1
THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN
THE STATE' OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE
CONNECTI`.;UT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26,
1996,
THE TYPE OF SURVEY PERFORMED IS A IMPROVEMENT LOCATION SURVEY
- PROPOSED, CONFORMING TO THE STANDARDS OF ACCURACY FOR A
HORIZONTAL CLASS A-2 AND A VERTICAL CLASS T-2, AND IS AN
DEPENDENT RESURVEY OF THE SUBJECT PROPERTY,
THIS SURVEY WAS PREPARED TO DEPICT THE EXISTING CONDITIONS OF
THE SUB. ELCT PROPERTY.
2•) TOTAL AREA OF PROPERTY = 0.9443± ACRES (41,135± SQUARE
FEET) .
3.) BASE FOR LEVELS- SUBDIVISION MAP,
4.) PROPERTY IS LOCATED IN THE TOWN OF MONTVILLE ZONING DISTRICT
LI.
5•) IF REQUIRED, A PREBLAST SURVEY MUST BE COMPLETED PRIOR TO
THE STAT -.'T OF CONSTRUCTION,
6,) UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED
AND NOT'__D HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD
MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR
GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER
SOURCES, THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN
NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE,
THE EXISTENCE OF WHICH ARE UNKNOWN TO CME/CPK DESIGN GROUP,
THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE
FIELD DE"rERNIINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR
TO CONSTRUCTION. CALL BEFORE YOU DIG 1-800-922-4455,
7•) SIGNr`1GE IN ACCORDANCE WITH SEC. 20 OF THE ZONING REGULATIONS,
8.) AFTER THE FILL IS PLACED AND COMPACTED, IT MUST BE PERC
TESTED BY THE UNCAS HEALTH DISTRICT PRIOR TO THE INSTALLATION OF
THE TRENCHES.
I FAQ
N/F
NOW OR FORMERLY
VOL
VOLUME
PG
PAGE
SF
SQUARE FEET
SNET
SOUTHERN NEW ENGLAND TELEPHONE
CB
CATCH BASIN
TYP,
TYPICAL
--270--
EXISTING CONTOURS
270-'-
PROPOSED CONTOURS
.o'
STONE WALL
PROPOSED LIMITS OF CLEARING
--o---tom--
PROPOSED SILT FENCE
20 10 0 20
GRAPHIC SCALE IN FEET
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SHEET
1 OF 2
REFERENCE IS MADE TO
1, Connecticut Guidelines for Soil Erosion and Sediment Control 2002.
2, Soil Survey of New London County Connecticut, U.S.D.A. Soil Conservation Service 1983.
DEVELOPMENT
Proposed Development will allow for construction of a 1,600 s.f. building along with associated
parking, landscaping, well and septic system.
SOILS
The proposed site is composed of the following soil types:
"PbC" Paxton & Montauk - Fine sandy looms, 8 to 15 percent slopes; Sloping, well drained soils on
drumloidal, glacial till, upland landforms.
"WXC" Wood_ bridae - Very stony fine sandy looms, 8 to 15 percent slopes; sloping, moderately well
drained soil on drumloidal, glacial, upland landforms. Stones and boulders cover 1 to 8 percent of
the surface.
DEVELOPMENI SCHEDULE
It is anticipated that grading and construction activities will begin Spring 2003 and will be completed
within six months.
SEQUENCE OF CONSTRUCTION
1.) Install erosion and sediment control devices.
2.) Sawcut & remove pavement and curbing at entrance.
3.) Complete rough grading. Install utilities and drainage.
4.) Install subgrade for proposed bituminous.
5.) Install concrete walks and ramps and install light base.
6.) Install bituminous binder course and curbing.
7.) Complete final grading and place finish bituminous course.
8.) Provide landscaping, loam, seed and mulch side slopes and disturbed areas.
9.) Provide striping and signage.
10.) Remove erosion and sediment control.
DEVELOPMENT CONTROL PLAN
Prior to the commencement of operations in accordance with any permit issued by the Town of
Montville, the Contractor shall install all erosion and sediment control devices.
The Contractor shall obtain a site inspection from the Town of Montville Zoning Enforcement Officer
to ensure that all erosion and sediment control measures have been installed in accordance with this
narrative. Upon certification with respect to the installation of erosion and sediment control measures,
the Contractor may commence operations pursuant to the permit. Erosion and sediment control
devices shall be installed in accordance with the "Filter Barrier Installation & Maintenance" and "Hay
Bale Installation & Maintenance" sections of this narrative hereinafter contained.
Dust control will be accomplished by spraying with water.
Existing catch basins, within the limits of construction, must be protected with an inlet sediment
control devise.
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 o temporary vegetative cover is to be provided until a permanent cover can be applied.
During the stabilization period, all erosion and sediment control devices control devices shall "e
maintained in prover working order. The Owners representative shall be responsible for checkino all
erosion and sediment control measures on a twice -weekly basis during the stabilization peri:o,. and
after each storm event. During the stabilization period, with respect to .the site, any erosion which
occurs within disturbed areas shall be immediately repaired and restabilized.
Once stabilization has been completed and certification thereof obtained in writing from the Zoning
Enforcement Officer of the Town of Montville, erosion and sediment control devices shall be removed
by the Contractor.
Proposed trees will be planted with the following precautions:
1. Trees and shrubs are to be planted in the spring.
2. Newly planted trees are to be staked and supported with guy wire,
3. Soil around trees and shrubs is to be thoroughly watered when dry and mulch provided around
the base to prevent roots from drying out. Provide a depression at the base of all trees and shrubs
to insure the water will be received.
FILTER BARRIER INSTALLATION & MAINTENANCE
1.) 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.
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 an area which is not regulated by the Inland Wetlands Commission.
6.) Inspections and necessary repairs will be made twice -weekly.
NTENAN
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 an area which is
not regulated by the Inland Wetlands Commission.
4.) Inspections and necessary repairs will be made twice -weekly.
PERMANENT VEGETATIVE COVER
Topsoil will be replaced once the excavation has been completed and the shoulders are graded to a
slope no greater than 3 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 of 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 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
Kentucky Bluegrass: 20 lbs./ocre - .45 lbs/1000 sf
Creeping Red Fescue: 20 lbs./acre - .45 lbs/1000 sf
Perennial Rye Grass: 5 lbs./acre - 10 lbs/1000 sf
The recommended seeding dates are April 1 through June 30 and August 1 through September 30.
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.
QUALITY CONTROL CERTIFICATION
GROUP REVIEWED PATE
KNOCKOUT INLET &
PROJECT MANAGER
SURVEYr�-
ENVIRONMENTAL
CIVIL
STRUCTURAL
ARCHITECTURAL
FELE 34705B
GUTTER
e OR R.O.W. LINE
6" HIGHER THAN
GUTTER - ,
VARIES I 10 10'
CREST CURVE IN DRIVE
DRIVEWAY DETAIL
NOT TO SCALE
► "� �y�`'"`� MULCH 3" DEEP (TYP)
SOIL SAUCER TOP W/ MULCH
- FINISHED GRADE;
BACKFILL WITH TOPSOIL
�R a- �_� I - .:,= AND PEAT MOSS 3:1 RATIO
�' a I =1 I I= BY VOLUME IN 9" LAYERS
o
co
WATER EACH LAYER UNTIL
SETTLED
6" MIN(M I - COMPACTED SUBGRADE (TYP )
A
BALL DI AM X 2 6" FOR SHRUBS UP TO 4'
HEIGHT MIN, 8" FOR SHRUBS
NOTE: OVER 4'.HEIGHT MIN.
- REMOVE ALL PLASTIC & WIRE TAGS
- REMOVE ALL PLASTIC CORDS FROM
SHRUB BALL IF PRESENT
- DO NOT CUT BACK BURLAP FROM BALL
- SET TOP OF ROOT BALLS 1" MAX. ABOVE
FINISHED GRADE.
SHRUB PLANTING DETAIL
NOT TO SCALE
1jKIQ
CONSTRUCTION ENTRANCE
NOT TO SCALE
(2)-2"x2"x3'
STAKES
EACH BALE
a s a s a s
HAYBALE BARRIER
NOT TO SCALE
BITUMINOUS
CONCRETE
LIP CURBING
BITUMINOUS
CONCRETE
R=2"
' 7
1 „ 6" 21'
48'
o°o
�°
BACKFILL
AS DIRECTED
ROLLED GRAVEL BASE --J
3UMI dOUS CONCRETE LIP CURBING
NOT TO SCALE
5' -
6"x6" W1.4xW1.4 SURFACE COURSE, CLASS "C"
WELDED WIRE MESH --A CONCRETE, SURFACE TO BE
(TOP 1/3 OF SLAB) FINISHED WITH A WOOD FLOAT
OR BY OTHER APPROVED MEANS
CONCRETE CURBING 8" CONCRETE
6" RISE 1/4- PER FOOT -`
PAVEMENT CONCRETE WALK:
GRAVEL BASE
8 IN DEPTH AFTER
= ��� COMPACTION PLACED � 7' \/ IN TWO COURSES
CROSS SECTION
JOINTS SPACED APPROXIMATELY 12'
DIVIDED INTO RECTANGLES AS REQUIRED
6"xE ' W1.4xW1.4 WELDED WIRE
1-1/2"
LONGITUDINAL SECTION
CONCRETE ;'DEWALK WITH CONCRETE CURBING
NOT TO SCA! .
2X2 5/8 16 GA.
WIRE MESH
1 1/2-
7n /2" •-
��
C14
O �` M
.. W
� I', � � .fie• _ t.
•-•rte: ♦ - _ ��- .•� ' � '
2" 2"C
STANDARD D -BOX
NOT TO SCALE
FILTER FABRIC TOPSOIL 2"
4" PERFORATEDZ5 F j
PIPE tD �
�b F N
r\
r-
1 " STONE ----`&i
3'
TRENCH CROSS SECTION
NOT TO SCALE
x
h LIGHT FIXTURE AND POLE
p RUDD LIGHTING AREA CUTOFF
FLOOD LIGHT AC SERIES REFLECTOR DESIGN,
= POLE LOCATION, & POLE HEIGHT TO BE
= DESIGNED TO MINIMIZE SPILLAGE & GLARE
CURB TRANSITION000
FULL 1:12 MAX
CURB FLARED SIDES
CONCRETE BASE
<
PARKING. -LOT LIGHT
FLUSH CURB 1:12 M`�X NOT TO SCALE
FLARED SIDES
DEPRESSED CURB RAMP
NOT TO SCALE
HANDICAPPED
PARKING
STATE PERMfT REQUIRED
VIOLATORS
WILL BE FINED
SECURE TO 1 1 /2" 0
GALVANIZED STEEL POST
WITH (2) 1/4" 0
GALVANIZED 130LTS
(1 TOP, 1 BOTTOM)
1 5'-0" TO GRADE
HANDICAPPED PARKING SIGN
�i NOT TO SCALE
FILTER
FABRIC
POST
COMPACTED
BACKFILL
I
ANGLE 10' UP SLOPE
FOR STABILITY AND
SELF CLEANING
100
SILT FENCE
NOT TO SCALE
SURFACE COURSE, CLASS "C"
CONCRETE, SURFACE TO BE
FINISHED WITH A WOOD FLOAT
OR BY OTHER APPROVED MEANS
6"x6" W1.4xW1.4 WELDED WIRE 5P _
MESH (TOP 1/3 OF SLAB)
CONCRETE CURBING RISE 1/4- PER FOOT
1 REVEAL (MAX) 8,. CONCRETE
PAVEMENT 1-1 /2"
CONCRETE WALK;
�iIt 8" GRAVEL BASE
\�� /\�� \�� --_ j�� 8 IN DEPTH AFTER
COMPACTION PLACED
7" IN TWO COURSES
CROSS SECTION
JOINTS SPACED APPROXIMATELY 12`
DIVIDED INTO RECTANGLES AS REQUIRED
6"x6" W1.4xW1.4 WELDED WIRE
MESH (TOP 1/3 OF SLAB)
8" CONCRETE
CONCRETE WALK ...
0 8" GRAVEL BASE
LONGITUDINAL SECTION
CONCRETE SIDEWALK WITH DEPRESSED CURB
NOT TO SCALE
CAST CONCRETE COVERS --J
.''LAN
4x4 12.6/12.6
GA. WIRE MESH
6x6 6/6 GA.
24" WIRE MESH
INLET �� 3" VENT --`''i 3" VENT --"'I
LIQUID LEVEL
LO 00
CONTINUOUS HOT
ASPHALT SEAL
`n 4" SCHEDULE #40
INLET BAFFLE a
4
4" OUTLET BAFFLE LINED W/ 1/8" PVC -
60" GAS DEFLECTOR
CROSS SECTION
1000. GALLON
2 . COMPARTMENT
SEPTIC TANK
NOT TO SCALE
PROVIDE RISERS
TO WITHIN 12" OF
FINISH GRADE AT
INLET AND OUTLET
" PROVIDE
4 OUTLET
�- FILTER
POLYLOK
OUTLET PL -122
oil
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