HomeMy WebLinkAboutMV SketchNARRATIVE:
THIS PROPOSAL INVOLVES THE CONSTRUCTION OF A 14,320 SF OFFICE
BUILDING AND AN ASSOCIATED PARKING AREA ON AN 120,226 S.F. TRACT
OF LAND LOCATED ON THE SOUTHERLY SIDE OF PEOUOT ROAD, MONTVILLE,
CONNECTICUT.
THE TRACT IS PARTIALLY CLEARED LAND. THE EXISTING TOPOGRAPHY
IS GENERALLY 3-5% SLOPING DOWN AWAY FROM ROUTE #32.
THE EXISTING SOIL ON THE SITE IS ENTIRELY HKC (HINCKLEY
GRAVELLY SANDY LOAM, 3-15% SLOPE) AS DELINEATED ON THE SCS SOIL
SURVEY AND THE SITE ALSO CONTAINS WATER COURSE.
THE PROPOSED SITE IMPROVEMENTS INCLUDE THE CONSTRUCTION OF A
NEW 14,320 S.F. CONCRETE BLOCK BUILDING, INSTALLATION OF NEW
BITUMINOUS CONCRETE PARKING AND LOADING AREAS, A NEW STORM
DRAINAGE SYSTEM, AND UTILITIES.
AN ANTI -TRACKING PAD WILL BE INSTALLED AT THE CONSTRUCTION
ENTRANCES TO MINIMIZE SEDIMENTS FROM BEING DEPOSITED. SILT FENCE
WILL BE INSTALLED DOWNHILL OF THE PROPOSED CONSTRUCTION SITE TO
MINIMIZE EROSION ONTO ADJACENT PROPERTY AND WATER COURSE- STAKED
HAY BALES WILL BE INSTALLED AROUND CATCH BASIN PRIOR TO PAVING TO
MINIMIZE SEDIMENTS FROM ENTERING THE STORM DRAINAGE SYSTEM,
CONSTRUCTION SEQUENCE:
1. CONSTRUCTION WILL BE INITIATED BY THE INSTALLATION OF SILT
FENCE AND THE ANTI -TRACKING PAD AT LOCATIONS SHOWN,
2. IMMEDIATELY UPON COMPLETION OF STEP 1, EXCAVATION FOR THE
BUILDING AND RETAINING WALLS WILL BEGIN. AFTER THE FOUNDATION
IS INSTALLED, BUILDING AND CONSTRUCTION WILL COMMENCE.
3. AFTER THE FOUNDATION FOR THE BUILDING AND RETAINING WALLS ARE
INSTALLED, THE SUBBASE FOR THE BASEMENT ENTRANCE AREA SHALL BE
ROUGH GRADED, BASE SHALL BE PLACED AND ROLLED AND PAVED WITH
BITUMINOUS CONCRETE.
4. AFTER THE MAIN FRAME OF THE BUILDING IS COMPLETED (STELL,
CONCRETE BLOCK, ROOF), THE SITE SHALL BE ROUGH GRADED AND
STORM DRAINAGE STRUCTURES AND UTILITIES SHALL BE IIJSTALLED.
STAKED HAY BALES SHALL BE INSTALLED AROUND CATCH BASINS
5. PLACE AND ROLL BASE FOR PAVEMENT, INSTALL PAVEMENT ANC
CURSING.,
6. ALL DISTURBED AREAS EXCLUDING BUILDING„ PAVEMENT, SIDEWALKS,
ETC. SHALL BE LOAMED (4" MINIMUM), SEEDED AND MULCHED. (SEE
GENERAL NOTES).
7. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE SILT
FENCE.
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EROSION CONTROL NOTES:
1. AFTER EACH STORM OR AT LEAST ONCE A WEEK, ALL EROSION CONTROL
DEVICES SHALL BE CHECKED AND MAINTAINED PROPERLY.
2. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED
SURFACE WITH STRAW OR HAY AT A RATE OF 70 LBS/1000 SF, SPREAD
MULCH BY HAND OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE
WITH TRACK MACHINE APPROXIMATELY 2" - 3" TO ANCHOR.
3. SEEDING: BETWEEN APRIL 1 AND JUNE 1 AND AUGUST 15 AND
SEPTEMBER 1, ALL DISTURBED AREAS SHALL BE IMMEDIATELY GRADED
AND SEEDED TO PROMOTE STABILIZATION OF SLOPES. SEEDING SHALL
BE DONE IN ACCORDANCE WITH THE FOLLOWING SEEDING AND SLOPE
STABILIZATION DIRECTIVES:
A. FINE GRADE SEED BED TOGETHER WITH LIMESTONE AT A RATE OF
90 LBS. -,PER 1000 SF AND 10-10-10 FERTILIZER AT A RATE OF
7.5 LBS. PER 1000 SF
B. APPLY THE FOLLOWING SEED MIXTURE: 45% KENTUCKY BLUE
GRASS, 45% CREEPING RED FESCUE AND 10% PERENNIAL
RYEGRASS AT A RATE OF 1 LB, PER 1000 SF.
C. IMMEDIATELY UPON SEEDING, MULCH THE AREA WITH HAY OR
STRAW AT A RATE Of 1-1/2 BALES PER 1000 SF.
D. IF SEEDING CANNOT BE DONE WITHIN THE SPECIFIED SEEDING
DATES, SEED WITH ANNUAL RYEGRASS AT A RATE OF 1 LB/1000
SF,
4 THE GENERAL CONTRACTOR'S FOREMAN AT THE TIME OF CONSTRUCTION
WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF
ALL EROSION AND SEDIMENT CONTROL DEVICE
:3ENER Ni_)TES
?`V EKED WITh
N:. 3I AND SEEDED
L!. UTI L?T. ES TO BE INSTALLED FROM EXISTING POLES.
3. OUTDOOR LIGHTING TO BE DIRECTED SO AS TO PREVENT
!ILAKE ON ADJACENT PROPERTIES.
4. ALL WORK CONDUCTED WITHIN TOWN RIGHT OF WAY TO BE
IN ACCORDANCE TO TOWN STANDARDS,
WA'T'ER SUPPLY TO BE BY NEW WELL.
5. CI'T'Y SEWER CONNECTION TO BE TO TOWN STANDARDS.
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CENTRAL VERMONT RAILROAD
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/ LOT AREA
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APPROXIMATE LOCATION
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INSTALL 32 L.F. OF 30 INCH RE-INFORCED CONCRETE
PIPE. PLACE 8" RIP -RAP I FOOT DEEP OVER DESIGNA,
AREA TO SERVE AS ENERGY DISIPATOR,
INSTALL NEW SANITARY MANHOLE W/ DROP INLET
INVERT IN- 76,33
INVERT OUT- 76,08
TOP OF FRAME AT EL. 84.00
NLAND WETLANDS
STAINING WALL !
vy
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A RIM ELEVATION
F98. OS'• 76.79
76
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WHERE REQUIRED
i"COMPACTED THICKNESS
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ZONE M REQUIREMENTS
LOT AREA NO REQUIREMENT
LOT FRONTAGE 100 FT.
FRONT YARD 30 FT.
SIDE YARD 15 FT ( 10 FT. COMMERCIAL)
PARKING 1 SPACE/ 300 S.F. (47)
INV. 79.00 7
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PROPOSED WELL
ZONE REQUIREMENTS
MET OR EXCEEDED
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aL
PLAN OF DEVELOPMENT
MADE FOR KING 8 MULL_EN
PEQUOT ROAD
MONTVILLE, CONNECTICUT
020 40 60 80
1 1 1 1 i
Fib AT E: 6-26-89 SCALE: I"= 20'
UNG M U LLEN
LAND SURVEYOR S
152 ROUTE 163 UNCAS%FILLE .COIVIV_
99-
SO
9-
N/F
DOUGLAS & JANICE HENSLEY
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND
ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.,
ON SEPTEMBER 13, M4.