HomeMy WebLinkAboutSite PlanNARRATIVE:
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 PEQUOT ROAD, MONTVILLE,
CONNECTICUT,
THE TRACT IS PARTIALLY CLEARED LANG. 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 BF INSTALLED AROUND CATCH BASIN PRIOR TO PAVING TO
MINIMIZE SEDIMENTS FROM ENTERING THE STORM DRAINAGE SYSTEM
1-x
CONSTRUCTION SEQUENCE:
1. CONSTRUCTION WILL BE INITIATED B" 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 INSTALLED.
STAKED HAY BALES SHALL BE INSTALLED AROUND CATCH BASINS
5. PLACE AND ROLL BASE FOR PAVEMENT, INSTALL PAVEMENT AND
CURBING.
b. ALL DISTURBED AREAS EXCLUDING BUILDING, PAVEMENT; SIDEWALKS,
ETC, SHALL BE LOAMED 14" MINIMUM), SEEDED AND MULCHED. SEE
GENERAL. NOTES)
7. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE SILT
FENCE.
Fi
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m
EROSION CONTROL NOTES:
AFTER EACH STORM OR AT LEAST ONCE A WEEK, ALL EROSION CON'ROI.
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,
SEEDING: BETWEEN APRIL 1 AND JUNE I 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
STABIiIZATION 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 RFD 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 Al A RATE OF 1.1/2 BALES PER 1000 SF.
D, IF SEEDING CANNOT BE DONE WITHIN THE SPECIFIED SEEDING
DATES, SEE,,) WITH ANNUAL RYEGRASS AT A RATE OF 1 113/1000
SF,
4 THE GENERAL CONIRACTOR "_• FOREMAN AT THE TIME OF CONSTRUCTION
WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF
All EROSION AND SEDIMENT CONTROL DEVICE
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.r•EDEI:
I L 1 T'I.ES TO 3E INSTALLED rR', M "•XIS:'ING PULES.
' LI(1ITTING TO BE DIRECTED SG AS PREVENT
1 .. '�N' ADJACENT. PROPERTIES.
�,rI tvORK CONDUCTED WITHIN TOWN RIGHT OF WAY TO BE
CIRDANCE TO TOWN STANDARDS,
AATEP EP. SUPFLY T�) BE BY NEW WELL.
C.,,ry SEWER CONNECTION TO BE TO TOWN STANDARDS.
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SILT FENCE /N6-74LL4 T/CN DE J�qlL
N/F
CENTRAL VERMONT RAILROAD
40�8
CN�R� N 2582.
/ LOT AREA
120,226 S.F.
2.76± ACRES
_ PAVED
LEAK OFF 94
96
A9
90
92
94 �6
/0o
_ !O2
io4
APPROXIMATE LOCATION A26
OF SPRING
S 300 49' 49" E
123,00'
1
N/F
SHIRLEY SORRENTINO
N/F
DOUGLAS 8 JANICE HENSLEY
INSTALL 32 L.F. OF 30 INCH RE-INFORCED CONCRETE
PIPE. PLACE 8" RIP -RAP I FOOT DEEP OVER DESIGNATE
AREA TO SERVE AS ENERGY DISIPATOR,
INSTALL NEW SANITARY MANHOLE W/ DROP INLET
INVERT IN- 76.3-3-_—_-_-_--.---._._.--
INVERT OUT- 76.08
TOP OF FRAME AT EL. 84.00
INLAND WETLANDS
INV. 79.00
B" RIP -RAP I FOOT DEEP
FLARED ENDS
i
--LIMIT OF INLAND WETLANDS �g
PROPOSED WELL
TYPE "C" CATCH BASIN
% T.F'.89.80
92 / INV, OUT 85.50
y
0%e
RIM ELEVATION
9R• OS'• ,. 76.79
76
INV. OUT 78.50
o' HIGH MACHINE FORMEDI -----
HIT CONC LW CURB IBCt.C1
WHERE REQUIRED
"COMHAC'TED THICKNESS „
L, ASS 2 BIT CONC PVMT 9
- -- LOAM
21°
6^fi 3
-- -1 � 41
4" PROCESSED GRAVEL • °CL o
B BANKRUN GRAVEL. . ^ . o 0
° 1
PAVEMENT AND CURB SECTION
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s�
sem•
PAVED LEAK -OFF
�F.
1
`• 200 -- , I g h 't
' . � • ! I ail
'INT "AN C�
• �a\ 250
10
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ENO•
ZONE M REQUIREMENTS
LOT AREA NO REQUIREMENT
t
LOT FRONTAGE 100 FT.
FRONT YARD- 30 FT.
SIDE YARD 15 FT ( 10 FT. COMMERCiAL.)
PARKING 1 SPACE/300 S.F. (48)
ALL ZONE REQUIREMENTS
MET OR EXCEEDED
RETAINING WALL
-78
�6 �2 ao
h
80 r� � 2
32' OF
RAIL - - ° ,� 62
30'- RCP
-- L•
INV. IN8. 0.00
SILT NCE -
8_4 T -
94
/ C96
NEW Ap.BoR•YI1 A E
AS
91 �.
TYPO _
8� RAY 8 LINDA
KIGvANS
TYP, Al
INTERMITTANT WATER
COURSE
DUW TE/ igZ � a /
LJMIAOUS CONCRETE P \ MENT
TYPO CONC. S ALK '
- � I N/F
0 —IGHTS 94 GARY E. TATRO
o
N }
I-- 'e . moo. • • o 'a �, '.ci ?' ' o.;
91
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LOADING ,,,,•� ,.:p� �.:_ �• .. .:-o:.;.-;�;...:�-o- .: , ;- .•
TYPO�-
PROPOSED BUILDING
RETAINING WALL - - - - -- _��._�._ :�•,--,�'�o�y_j �'""° ��'°'"-` ° :"ro•:...." �; � �...--�.;..� ��� .;:o
S 27° 51' 59" E in
_�_ _ a .• ,, 1.
166.87' �- .y�...: �.•' • - a.
..
N59°09'17"E -
-- ---- -----
19,12' 136.00'
106
N / F 104
STEVEN 8 ELSIE PETROWSKI N/F
WALTER 8 MILDRED JASKIEWICH
I HEREBY DECLARE, THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAT
AND SURVEY WERE: PREPARED IN ACCORDANCE WITH THE STANDARDS OF A
CLASS A-2 _SURVEY AS DEFINED IN THF "RECOM ENDED STANDARDS FOR
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND
ADOPTED BY THF: CONNECTICUT ASSOCIATION OF LANL' ;SURVEYORS, INC;.,
ON SEPTEMBER 13, 104 .
FLOOD LIGHT
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// 3d
PLAN OF DEVELOPMENT
MADE FOR KING BMULLEN
PEQUOT ROAD
MONTVILLE, CONNECTICUT
0 20 40 60 80
F -D AT E : 6-26-89 SCALE: I"= 20'
ING ren u LLEN
REVISION 8-24-89 L A N D S U R V E Y O R S
152 ROUTE 163 UNCASVILLE,CONN.
AUG 2 4 1889