HomeMy WebLinkAboutSite Plan (412 2015)I
Q
P=d
SITE
8120
1000 500 0 1000
CTRATHIC SCALE, IN FEET
LOCATION MAP
SITEDATA TABLE - ZONE C-1
L ITE - m E REQUIRED J1 PROPOSED
LOTAREA 40,000 SR 814,566 SF
LOTFRONTAGE 150 FT. 173.28 FT.
FRONTYARD 30 FT. 560FT.1
S [DE YARD 15 FT. 75 FT.±
REAR YARD 30 FT, 155 FT.±
BLDG. HEIGHT 50 FT, 20 FT, MAX
PARKING 15 1 24 SPACES (EXIST.)
PARYCING REQ_qREhfENTS
INLCUDES PROPOSED ADDITIONS AND FUTUREBUILDING)
REQUIRED:: 14,400 SF/1000 SF PER SPACE =14.4
PROVIDED: 24 SPACES EXISTING
N/F
GHP, LLC
MAP 31 - LOT 4) I
0
C,
J 31 " 3 1 '2 5 "N
7.10'
S67*40'50"W
1 6.0 8'
Iron Pin
fnd) )
D-22°04'079)
R-273.51'
L-105.35
OWNER/APPLICANT: MAP REFERENCES: CBRG—N48*37'05"W
N34`35'31 "W CHD— 104.70' R—"75.00' MANUFACTURING BUILDING PREPARED1. SITE DEVELOPMENT PLAN PROPOSED M 5,66' ADVANCED ASSOCIATES, LLC
410 MAPLE AVENUE - P.O. BOX 164 FOR. ADVANCED ASSOCIATES, LLC, ZONING DISTRICT 1, 410 MAPLE AVENUE, L-34.97
UNCASVILLE, CT MONTVILLE, CONNECTICUT, IMPROVEMENT LOCATION SURVEY CBRG--N84*51r5'20"E
SCALE: 1 "=50', DATE: 2/08/07, REV. 1/6/09, PREPARED BY CLA ENGINEERS, INC. CHD —3119'
2. COMPILATION PLAN - MAP SHOWING EASEMENT AREA TO BE GRANTED TO
THE CONNECTICUT LIGHT AND POWER. COMPANY ACROSS THF:PROPERTY'OF
NOTES: ADVANCED ASSOCIATES, LLC, SCALE: 1"=50', DATE: 10/12/09, PREPARED BY
1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
ADVANCED SURVEYS, LLC, COMMON
STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS 3. ADVANCED ASSOCIATES, LLC - SUBDIVISION PLAN ZONING DISTRICT 1, DRIVEWAY
FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE 4 1. 0 MAPLE AVENUE, MONTVILLE, CONNECTICUT, PROPERTY SURVEY,
SCALE: 1 "=50', DATE: 5/18/09, PREPARED BY CLA ENGINEERS, INC. EASEMENT
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT
IS A PROPERTY SURVEY BASED ON A DEPENDENT RESURVEY AND CONFORMS TO 4. EXHIBET A-3 TO THE DECLARATION OF ROCKLAND OVERLOOK INDUSTRIAL (SEE NOTE,#6)
HORIZONTAL ACCURACY CLASS A-2. PARK CONDOMINIUM - DECLARED BY ADVANCED ASSOCIATES, LLC, 410 MAPLE SEWER
AVENUE, UNCASVILLE, CONNECTCUT, 06382,412 MAPLE AVENUE, MONTVILLE, EASEMENT
2. FOR SUBJECT PROPERTY REFERENCE IS MADE TO THE TOWN OF MONTVILLE LAND ADVANCED SURVEYS, CONNECTICUT, SCALE: 1 "=50, DATE: 1043/09, PREPARED BY ADV
RECORDS VOLUME 401 - P A I—W W)A (SEE MAP REF. 93)
5. SITE PLAN PREPARED FOR ADVANCED ASSOCIATES, LLC, 410 MAPLE AVENUE, N/F
A. -40', 3. THE PROPERTY ISSHO'N N ON ASSESSORS MAP 31 - LOT 2 MONTVILLE, CONNECTICUT, DATE: JANUARY 1997, REV. 4/15/97, SCALE: I"= TIMOTHY RUSSELL &
19.60 ACRES4% PREPARED BY TOTAL TECHNOLOGY, INC. v)
4. TOTAL, AREA OF PROPERTY DEBORAH F. RUSSELL
5. THE LOCATION OF ALLUNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. THE (NL -,X 31 -LOT' 2)
OWNER SHOULD "CALL BEFORE YOU DIG" BEFORE CONDUCTING ANY EXCAVATION.
1-800-922-4455).
C/) a
6. REFERENCE IS MADE TO A DECLARATION OF COMMON DRIVEWAY EASEMENT AND
MAINTENANCE AGREEMENT - 410 AND 412 MAPLE AVENUE, MONTVILLE, CONNECTICUT
BY ADVANCED ASSOCIATES, LLC, DATED JULY 10, 2009 AND RECORDED IN THE
MONTVILLE LAND RECORDS.
7. THE PROPERTY IS LOCATED IN ZONING DISTRICT - INDUSTRIAL.
Drill Hoie8. A PRE -BLAST SURVEY SHALL BE CONDUCTED PRIOR TO ANY BLASTING. N
fnd}
9. TOPOGRAPHIC INFORMATION CONFORMS TO T-2MAPPING STANDARDS.
BASE FOR LEVELS: N.G,V.D, 1929.Drill Hole
S80* 17 25 W (fnd) 10. NO PORTION OF THE SITE IS LOCATED WITHIN THE TOWN OF MONTVILLE
DESIGNATED COASTAL AREA MANAGEMENT (CAM) ZONE. 13.45'
11. THE SITE IS SERVICED BY MUNICIPAL SANITARY SEWER AND ON SITE WELLS.
12. ALL SITE WORK SHALL CONFORM TO THE TOWN OF MONTVILLE SITE PLAN ASTANDARDS, LATEST REVISION.
13. THE PROPERTY IS NOT LOCATED WITHIN A FLOODHAZARD ZONE PER "FIRM MAPNEWLONDONCOUNTY, CONNECTICUT - ALL JURISDICTIONS, PANEL 334 OF 554,
MAP NUMBER 09011CO334G, EFFECTIVE DATE: JULY 18, 2011. 0
14. THE LIMITS OF THE INLAND WETLANDS ARE SHOWN PER THE PREVIOUS SITE PLAN. 410 MAPLE AVENUE
SEE REFERENCE MAP fl.
15. THERE ARE PROPOSED IMPROVEMENTS ON THREE AREAS OF THE SITE.
A PROPOSED CONCRETE BLOCK RETAING WALL FOR. MATERIAL STORAGE
IS TO BE INSTALLED IN THE EARTH PRODUCTS PROCESSING AREA,
ON THE WEST SIDE OF THE PROPERTY A PROPOSED CONCRETE PAD IS TO BE
INSTALLED FOR A SEWAGE HOLDING TANK, ALSO IN THE SAME AREA THERE
NiT,
MARK J, SACHUK CIOESPACEANDAIAAPROPOSED540S.F. BUILDING ADDITION FOR OFFICE
PROPOSED 2,800 S.F. BUILDING ADDITION FOR STORAGE, (MAP -LOT :-1)
LOCATED ON THE NORTH SIDE IF THE PROPERTY IS A PROPOSED 4,500 S.F.
SELF STORAGE BUILDLNG IS TO BE BUILT WITHA PAVED AREA TO THE C/)
FRONT OF THE BUILDING.
N/F
GOLAT-NA GROUP, LLC
MAP 31 - LOT 3)
6100 )
t NN
42:
Drill Hole Xfnd}
CD
25'WIDE C.L.&P. CO.
EASEMENT
SEE MAP REF. #2)
SMH
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CD
CID COMMON
DRIVEWAY
SNM EASEMENT
C,
0- SMIH SEE NOTE 46)
D-08031154"
R- 1,012.64' 0 CONCRETE
TIEE-LINE RET. WALL
L-150.79 S 08033'58" ECBRG-S43 78.84' CHD-150.65'
TIE -LINE Iron Pin
N 71005'22" W (fnd}
97 25' WIDE C.L.&P. CO. 05'
EASEMENT
SEE MAP REF. #2)
y
N/F
EC PROPERT S, LLC/
VOL 543 190/
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2711
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78.31 '
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17.23'
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Iron Pin
Drill Hole 38.72' S 36*11 0 (fnd} S22*58'45"E S35'30'45"E
25.55W/Plug 12.18''
fnd)
N/F
BRUCE R. DUCHESNEAU
MAP 23 - LOT 63)
Drill Hole
fnd)
N75043'07"E
5 20.20' ? E
Drill Hole
fnd)
Drill Hole
7(fnd) 23-00'
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AS NOTES HI LID WITHOUT A LRrE SIG -NATUREPSN
AND URI YORHEREON.
RICHARD A, DESCHAARS L.S. #70019 DATE
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Drill Hole
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PROJECT'_\'O.
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DR_A'N BY:
Ln
DATE: 6 1 Of:` 14
SC_LE: 1"=50'
SHEET I OF 4
REVISIONS
CD
REC.
4-- 1
CL&P CONNECTICUT LIGHT & POWER
CIO
PROJECT'_\'O. 14-032
DR_A'N BY: R.A.D.
DATE: 6 1 Of:` 14
SC_LE: 1"=50'
SHEET I OF 4
REVISIONS
50 25 0 50
mm
GRAPHIC SCALE IN FEET
VOL. VOLUME
PG. PAGE
NT NOW OR FORMERLY
S.K SQUARE FEET
DH DRILL HOLE
p IRON PIPE
REC. RECOVERED
CL&P CONNECTICUT LIGHT & POWER
N/F
KEVIN G. MeCARTH`Y
MAP 31 - LOT I)
Drill Hole,-,
fnd) _-
APPROVED BY THE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRPERSON DATE
APPROVED BY THE TOWN OF MONTVILLE INALND WETLANDS & WATERCOURSES COMMISSION
CHAIRPERSON DATE
SITE DEVELOPMENT PLAN
PREPARED FOR
ADVANCED ASSOCIATES, LLC
410&412 MAPLE AVENUE
MONTVILLE, CONNECTICUT
BOUNDARY
N
ADVANCED SURVEYS, LLC.
w - 25 Apple Lane, Colchester, CT 06415 E
Phone & Fax (860) 267-5979
11 \",\
CL&P \
564
SEWER \
EASEMENT
SEE M4 A REF. #3)
BRUCE N'. VALENTI
JOY NOEL VALENT
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TOP OF FRAME
INVERT
CONNECTICUT LIGHT & POWER
SOUTHERN NEW ENGLAND TELEPHONE
CONCRETE
BITUMD;OUS CONCRETE LIP CURBING
RETAIN24G
EXISTING CONTOURS
EXISTING SPOT GRADE
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TO M 1 1 LIET, THIS MAP IS SUBSTANTIALLY CORRECT
AS NOTE 11
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I. T VALID WITHOUT A LIVE SICTNATLTRE
AND I EAL 0 THE URVEYOR HEREON. -
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RICHARD A. DESCHAMPS L.S. *70019 DATE
40 10 - 40
GR-A,PHIC SCALE IN, FEET
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VOLUME
PAGE
60NOWORFORMERLY PROJECT NO, 14-032
SQUARE FEET
DRILL HOLE DR--kWN BY R.A.D.
MONUMENT
IRON PIN DATE: 61/10 14
RECOVERED SCALE: I "z--401
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SOUTHERN NEW ENGLAND TELEPHONE
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RETArINING
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INLAND NvEnAaDS FLAG
DH
DH RE
REC.
No. 70019
TO MY •IES HIS MAP IS SUBSTANTIALLY CORRECT
AS NOT D T VALID WITHOUT A LIFE SIGNATURE
AND' E VEYOR HEREON,
4150
RICJURDA,DESCILAIWS LS.470019 15ATE
N/F
MARK J. SACHUK
NZAP 31 - LOT 3-1)
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SEWER
LIN
EROSION AND SEDIMENT CONTROL REPORT:
SITE PLAN
PRE -PARED FOR
ADVANCED ASSOCIATES, LLC
41O.MAPLE AVENUE
MONTVILLE, CONNECTICUT
REFERENCE IS MADE TO
1. Connecticut Guidelines for Soil Erosion and Sediment
Control., January 2002.
2. Soil Survey ofNew London County Connecticut, U.S.D.A.
Soil Conservation Service 1983.
There are proposed improvements on different areas of the site.
A proposed concrete block retaining wall for material storage is
to be installed in the earth products processing area.
At the west side of the propert), a proposed concrete pad is to be
installed for the sewage holding tank. Also in the same area there
is a proposed 540 s.f. building addition for office space and a
proposed 2,800 s.f. building addition for storage.
Located to the north side of the property a proposed 4,500 sf
self storage building is to be built with a. paved area located
to the front of the building.
DEVELOPMENT SCHEDULE
It is anticipated that grading and construction activities will begin
as soon as approvals are, obtained and will be finished as required.
SEQUENCE OF CONSTRUCTION:
1. Install erosion and sediment control structures.
2. At this point work can begin on each individual project.
Strip and stockpile topsoil aand protect as required.
3.. Install the proposed building additions, concrete wall & pad.
4. Grade and paved the paved areas shown.
5. Grade all disturbed areas, loam & seed.
6. Remove all erosion and sediment control.
Prior to the commencement of operations in accordance with
any permit issued by the Town of Lisbon, the owner (Advanced
Associates. 11c) shall install all erosion and sediment control measures.
Inspection of the erosion & sediment control should be at least
once a week and within 24 hours ofthe end of a storm with a
rainfall amount of 0.5 inch or greater.
The owner shall obtain a site inspection from the Town of
Montville 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
oferosion and sediment control measures, the owner may
commence operations pursuant to the permit. Erosion and
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 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.
During the stabilization period, all erosion and sediment
control measures shall be maintained in proper working
order. The Owner's representative shall be responsible for
checking all erosion and sediment control measures on a
twice -weekly basis during the stabilization period 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, reseeded and
restabilized.
Once, stabilization has been completed and certification
thereof obtained in writing from the Enforcement Officer
of the Town of Montville, erosion and sediment control
measures shall be removed by the Contractor.
1. Dig a 6" trench on the uphill side ofthe 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" ofthe 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.
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 ofthe 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 Grass 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 sf and lime stone at a rate of
90 lbs. per 1000 s.f shall be used. Rye Grass applied at a
rate of 1 lb. 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 tbs. 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 the contours.
PERMANENT VEGETATIVE COVER:
IN90 0 IM WIN
i Ism69M- 1111 00161
a 0ILIJUTUR"I 2XINVAM31
5" CONCRETE WITH
6x6 # 10/ 101VWF -
S" ROLLED GRANTL
BASE (COMPACTED
IN 4" LIFTS)
AS REQUIRED BY
SIZE OF TANK.
FINISH GRADE
X X
V
NOTE:
TANK PAD SIZE
TO BE VERIFIED BY
THE CONTRACTOR
PRIOR TO CONSTRUCTION.
BOTH SIDES
CONCRETEPAD
SEWAGE HOLDING TANK
NOT TO SCALE
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 at the
rate of two tons per acre or 1.00 lbs. per 1000 sf. Apply
10-10-10 fertilizer or equivalent at a rate of 300 lbs. per 3 1,41$
acre or , 77 .5 lbs. per 1000 s.f. Work time and fertilizer into NEW PAVEMENT
the soil to a depth of 4 inches. Inspect seedbed before
seeding. If traffic has compacted the soil, retill V\\
compacted areas. Apply the following grass seed mix:
Seed NExture lbs./acre 1bs./1000 sf
Switchgrass 4.0 0.10
Big bluestern 4.0 0.10
Little bluestern 2.0 0.05 PROPOSED BASE
Sand lovegrass 1.5 0.03 COURSE &
Birds foot treefoil 2.0 0.05 SUBBASE COURSE
The recommended seeding dates are:
April I - June 15 and August I - September 15
Following seeding, firm seedbed with a roller. Mulch
immediateIN, following seeding. If aP` ermanent vegetative
stand cannot be established by September 30, apply a temporary
cover on the topsoil such as netting, mat or an organic mulch.
REMOVE EXISTING BITUMINOUS
PAVEMENT 12" FROM THE EXISITNG
EDGE. EXISTING BASE MATERIAL
TO REMAIN AND COMPACTED TO
OPTIMUM DENSITY
EXISTING PAVEMENT
WIDTH UNKNOWN
12"
pZ
I SAW CUT PAVEMENT IYITH POWER DRIVEN SAW, 12" FROM
THE EXISTING EDGE. SAW CUT TO BE PERPENDICULAR
TO THE EXISTING SURFACE.
2. REMOVE ENTIRE WIDTH OF PAVEMENT.
3, CLEAN JOINT WITH COMPRESSED AIR HAVING A
MININfUM RATED CAPACITY OF 90 PSI.
4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH
THIS EDGE WITH THE PROPOSED EDGE.
TYPICAL CROSS SECTION FOR MATCHING
EXISTINGANDPAVEMENT
NOT TO SCALE
COA//V,
C Ln
TO MV_
AS N ED
A
KN
X/
ELECTRICAL, TELEPHONE AND
CABLE TELEVISION SERVICE 71.4
X2) -2""x2 "X3" STAKES
rAtlri t5A.LrI
BURIED CABLE - TRENCH
CROSS SECTION
NOT TO SCALE
HAYBALE BARRIE
NOTTO SCALE
k, THIS MAP IS SUBSTANTIALLY CORRECT
NOT VALID 'WITHOUT A LIVE SIGNATURE
E SURVEYOR HEREON,
A. DESCHAMPS L.S. 7#70019
NOTE:
STAKESTO BE PLACE -1;
AT A 10 FT. INTERVAL
FILTER
FABRIC-----,,
ANGLE 100 UP SLOPE
POST FOR STABILITY AND
0 SELF CLEANING
Z
COMPACTED /Z
BACKFILL-"
6" DIA, STEEL PIPE
FILLED SOLID WITH
CONCRETE
PAINTED YELLOW)
allmon,9101
NOT TO SCALE