HomeMy WebLinkAbout23SITE2-412 Maple Ave Site Plan Rev 2222023R120 1000 ITilM
LOT AREA LOT FRONTAGE FRONT YARD SIDE YARD REAR YARD BI.DG. HETGHT PARKTNG
500 0
GRAPHIC SCALE IN FEET
LOCATION MAP
SITE DATA TABLE -ZONE -INDUSTRIAL
REQUIRED
40,000 S.F. 150 FT. 30FT.
15 FT. 30FT. NIA
4
PARKING REQUIREMENTS REQUIRED: 4,000 SF/1000 SF PER SPACE= 4 SPACES PROVIDED: 6 SPACESN/F GHP,LLC (MAP 31 -LOT 4)31·31 •25"[ 7.19'
-N6,40'50"E16.08'
z
N46"11 '15"E
Drlll Hole 38.72'w/Plug (fa
N 3011•10" W 1000 PROPOSED
814,566 SF+/-173.28 FT. 267FT.± 91 FT.± 87IT.± 20FT,MAX 6 SPACES OWNER/APPLICANT: ADVANCED ASSOCIATES, LLC 410 MAPLE AVENUE -P.O. BOX 164 UNCASVILLR, CT NOTES: 1.THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUTSTATE AGENCIES SECTIONS 20-300b-l THROUGH 20-300b-20 AND THE "STANDARDSFOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPIED BY THECONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. ITIS A PROPERTY SURVEY BASED ON A DEPENDENT RESURVEY AND CONFORMS TOHORIZONTAL ACCURACY CLASS A-2.
2. FOR SUBJECT PROPERTY REJ-lERENCE IS MADE TO THE TOWN OF MONTVILLE LANDRECORDS VOLUME 493 -PAGE 026.
3.THE PROPERTY IS SHOWN ON ASSESSORS MAP 31 -LOT 2-A.
4. TOTAL AREA OF PROPERTY -19.60 ACRES±.
5.THE LOCATION OF ALL UNDERGROUND UTILffiES SHOWN ARE APPROXIMATE. THEOWNER SHOULD "CALL BEFORE YOU DIG" BEFORE CONDUCTING ANY EXCAVATION.(1-800-922-4455).
6. REFERENCE IS MADE TO A DECLARATION OF COMMON DRIVEWAY EASEMENT AND MAINTENANCE AGREEMENT -410 AND 412 MAPLE AVENUE, MONTVILLE, CONNECTICUTBY ADVANCED ASSOCIATES, LLC, DATED JULY 10, 2009 AND RECORDED IN THEMONTVILLE LAND RECORDS.
7.THE PROPERTY IS LOCATED IN ZONING DISTRICT -INDUSTRIAL
8.A PRE-BLAST SURVEY SHALL BE CONDUCTED PRJOR TO ANY BLASTING.
9.TOPOGRAPHIC INFORMATION CONFORMS TO T-2 MAPPING STANDARDS.BASE FOR LEVRLS: N.G.V.D. 1929.
10.NO PORTION OF THE SITE IS LOCATED WITHIN THE TOWN OF MONlVILLEDESIGNATED COASTAL AREA MANAGEMENT (CAM) ZONE.
11.THE SJTE IS SERVICED BY MUNICIPAL SANITARY SEWER AND ON SITE WELLS.
12.ALL SITE WORK. SHALL CONFORM TO THE TOWN OF MONTVILLE SITE PLANSTANDARDS, LATEST REVISION.
13.THE PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD ZONE PER "FIRM MAPNEW LONDON COUNTY, CONNECTICUT -ALL JURISDICTIONS, PANEL 334 OF 554, MAP NUMBER 0901IC0334G , EFFECTIVE DAlE, JULY 18, 2011.
14.THE LlMITS OF THE INLAND WETLANDS ARE SHOWN PER THE PREVIOUS SITE PLAN.SEE REFERENCE MAP #1.
15.PROPOSED IS THE CONSTRUCTION OF A4,000 S.F. STEEL BUILDING WITH GARAGEAND OFFICE SPACE. THE ACCESS DRIVE AND PARKING AREA WILL HAVE AN ASPHALT MILLINGS SURFACE. THE SITE WILL BE SERVICED BY AN ONSITESEWER LINE AND WELLAND THE UTILITIES WILL BE INSTALLED UNDERGROUND.N/F MARK J. SAUCHUK(MAP 31 -LOT 3) D-12°28'49"R-237,12'L-51.65'CBRG-S63°29'44"ECHD-51.55'
D-12°00'15"R-237.12'L-49,68'CBRG-S51°15'1 l"ECHD-49.59'
D-05°47'48"R-1,012.64'L-102.45'CBRG-S44 °15'27"E CHD-83.59'
D-02°44'06"R-1,012.64'L-48.34'CBRG-S40°31 '29"ECHD-48.33'
412 MAPLE A VENUE FOR SITE DEVELOPMENT
SEESHEET#2
288.65'
N53"15'35"W 17.23'
Iron Pin (fnd)
N34"35'25"W 78.31'
N22"58'45''W12. 18'
N41"05'25"W 24.58' N35" 30' 45"W 25.55'
I MAP REFERENCES: 1. SITE DEVELOPMENT PLAN PROPOSED MANUFACTURING BUILDING PREPAREDFOR ADVANCED ASSOCIATES, LLC, ZONING DISTRICT I, 410 MAPLE AVENUE, MONTVILLE, CONNECTICUT, IMPROVEMENT LOCATION SURVEY,SCALE: l "=50', DATE: 2/08/07, REV. 1/6/09, PREPARED BY CLA ENGINEERS, INC.
2.COMPILATION PLAN -MAP SHOWING EASEMENT AREA TO BE GRANTED TOTHE CONNECTICUT LIGHT AND POWER COMPANY ACROSS THE PROPERTY OF ADVANCED ASSOCIATES, LLC, SCALE: 1 "=50', DATE: 10/12/09, PREPARED BY ADVANCED SURVEYS, LLC.
3.ADVANCED ASSOCIATES, LLC -SUBDIVISION PLAN ZONING DISTRICT I,410 MAPLE AVENUE, MONTVILLE, CONNECTICUT, PROPERTY SURVEY, SCALE: 1 "=50', DATE; 5/18/09, PREPARED BY CLA ENGINEERS, INC,
4.EXHIBIT A-3 TO THE DECLARATION OF ROCKLAND OVERLOOK INDUSTRIALPARK CONDOMINIUM -DECLARED BY ADVANCED ASSOCIATES, LLC, 410 MAPLEAVENUE, UNCASVILLE, CONNECTCUT, 06382, 412 MAPLE AVENUE, MON1VILLE, CONNECTICUT, SCALE: 1 "=50, DATE: 10/13/09, PREPARED BY ADVANCED SURVEYS.
5. SITE PLAN PREPARED FOR ADVANCED ASSOCIATES, LLC, 410 MAPLE AVENUE,MONTVILLE, CONNECTICUT, DATE: JANUARY 1997, REV. 4/15/97, SCALE: 1"=40', PREPARED BY TOTAL TECHNOLOGY, INC.
6.SITE DEVELOPMENT PLAN PREPARED FOR ADVANCED ASSOCIATES, LLC,410 & 412 MAPLE AVENUE, MONTVILLE, CONNECTICUT, SCALE: 1"=50', DATE: 6/l0/14, PREPARED BY ADVANCED SURVEYS, LLC.
N34"35'31 "W 5.66'
S80"17'25"W-----
13.45'
Drill Hole (fad) N/F MARK J. SAUCHUK (MAP 31 -LOT 3-1) TIE-LINE
25' WIDE C.L.&P. CO.EASEMENT (SEE MAP REF. #2)
/ e��l�te
(fnd)
Drill Hole (fnd)
I
D-22"04'07" R-273.51'L-105.35' CBRG-N48'37'05"W CHD-104.70'
/
Drlll Hole (md)
'
'
R-25.00'L-34.97'CBRG-N84"55'20"ECHD-32.19'N/F TIMOTHY RUSSELL & DEBORAH F. RUSSELL (MAP31-LOT2) -roo.s1.1NG aou..umo :R.\33.S1
,-;\33-33
xl33.66
-..134,55
Drill Hole
JLDING p;xl.S'IING BU
:R.134.\5
BX1S1.1NG B\J\LDlNG
x13S,05
J!.\3�.65
,.135.6'2
--=-=== :::=O=-=== ::a= =,w�E
D!LDJNG LF sroJ<AGB BFU'fl)l!E SE
PROJECT NO.
DRAWN BY:
DATE:
SCALE:
SHEET
21-135
R.A.D.
• • 0
10/20121 l 11=501
1 OF 3
REVISIONS
56.15' S75" 43'07"W �f:::!20�-�2:0�'.:._ ___ jS�3:?;2.]2:.!J6�' 1�2�"�E�------���t:...---ortn Hole (fm:1)
323.00' (fad) 2122 PER PLANNING COMMENTS N/F BRUCE R. DUCHESNEAU (MAP 23 -WT 63) TO MY KNOWLEDGE AND BELIEF, TEilS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. THIS MAP IS NOT VALID WITHOUT ALIVE SIGNATURE AND TIIE EMBOSSED SEAL OF TJIE SURVEYOR HEREON.
RICHARD A. DESCHAMPS L.S. 1170019
4/10/23
DATE
50 25 0 so ---- -GRAPHIC SCALE IN FEET
\LEGEND:
VOL.
PG.
N/F
S.F.
DH
VOL UME
PAGE
NOW OR FORMERLYSQUARE FEET
DRILLHOLE
IRON PIPE
RECOVERED
IP
REC.
CL&P CONNECTICUT LIGHT & POWER
Drill Hole (fad)
N D "' 0 "'·
Drill Hole (fad) a,
"'N, �';3 N • '-!i;g
Drill Hole (fad)
z a,N, ,,,. ,,,._ ,...,.�~'-'o
"' (l,l N/F KEVIN G. McCARTHY (MAP 31-LOT I) APPROVED BY THE TOWN OF MONTVIILE PLANNING AND ZONING COMMISSION
CHAIRPERSON DATE
APPROVED BY THE TOWN OF MONTVILLE INLAND WE TI.AND & WAlERCOURSES COMMISSIONS
CHAIRPERSON
SITE DEVELOPMENT PLAN PREPARED FOR
DATE
ADVANCED ASSOCIATES, LLC
410 & 412 MAPLE AVENUE MONTVILLE, CONNECTICUT
BOUNDARY ADVANCED SURVEYS, LLC. 30 Beechwood Blvd, Norwich, CT 06360 PhoTie (860) 639-8928
LEGEND: VOL. VOLUME
PG. PAGE N/F NOW OR FORMERLY S.F. DH MON !PIN
REC. NR SMH CB IF INV.
CL&P SNET CONC. BCLC RET. WF#5 SQUARE FEET
DRILL HOLE
MONUMENT
IRON PIN
RECOVERED
NOT RECOVERED
SANITARY MANHOLE
CATCH BASIN
TOP OF FRAME
INVERT
CONNECTICUT LIGHI & POWER
SOUTHERN NEW ENGLAND TELEPHONE
CONCRETE BITUMINOUS CONCRETE LIP CURBING RETAINING
INLAND WEILANDS FLAG
-----160 -----EXISTING CONTOUR DH W/PLUG REC. PROVIDE TRUCK PARKING SPACES N67°40'5011E 16.08' S31 °3 l '2511E N/F BRUCE R. DUCHESNEAU (MAP 23 -LOT 63) (ZONE -R-20) N/F GHP,LLC (MAP 31 -LOT 4) (ZONE -I) N35°30145"W 25.55' N41 °0S'25"W 24.58' \ \ \ PROVIDE A CONTINUOUS LINE OF SILT FENCE THROUGHOUT CONSTRUCION (SEE DETAIL) ' ,, ----..... ,, ,,,.,IPIN R:Ec.
WL#S-9 APPROVED BY THE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION CHAIRPERSON DATE W 5-10 APPROVED BY THE TOWN OF MONTVILLE INLAND WETLAND & WATERCOURSES COMMISSIONS CHAIRPERSON ALL WORK SHALL BE COMMENCED WITHIN 5 YEARS. DATE: SIGNATURE DATE DATE PROPOSED 6"SANITARY SEWER SERVICE LINE (APPROX. DEPTH-5'±) (380L F-6"PVC) WL#4-14 N/F MARK J. SAUCIDJK (MAP 31 -LOT 3) (ZONE-I) WL#4-15 WL#4-16
WL#4-l
WL#4-17 PROPOSED SANITARY LINE TIE-IN (ELEV.153.0±) (PROVIDE CLEAN-OUT) UNDERGROUND UTILITIES TIE-IN TO BE COORDINATED WITH EVERSOURCE , EXISTING ',, STONE SLOPE TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. THIS MAP IS NOT VALID WITHOUT A LIVE SIGNATURE AND THE EMBOSSED SEAL OF THE SURVEYOR HEREON. 4/10/23 RICHARD A. DESCHAMPS L.S. #70019 DATE
PROJECT NO. 21-135DRAWN BY: R.A.D. DATE: 10120121 SCALE: 1"=40' SHEET 2 OF 3 REVISIONS
2/22
40
PER PLANNING COMMENTS
10 0 40 ---- -
GRAPHIC SCALE IN FEET
SITE DEVELOPMENT PLAN PREPARED FOR
ADVANCED ASSOCIATES, LLC
410 & 412 MAPLE AVENUE MONTVILLE, CONNECTICUT
EXISTING CONDITIONS & PROPOSED IMPROVEMENTS ADVANCED SURVEYS, LLC. 30 Beechwood Blvd, Norwich, CT 06360 Phone (860) 639-8928
EROSION AND SEDIMENT CONTROL REPORT:SITE DEVELOPMENT PLANPREPARED FORADVANCED ASSOCIATES, LLC410 & 412 MAPLE AVENUEMONTVILLE, CONNECTICUTDATE: 10/20121REFERENCE IS MADE TO1.Connecticut Guidelines for Soil Erosion and SedimentControl, January 2002.2.Soil Survey of New London County Connecticut, U.S.D.A.Soil Conservation Service 1983.DEVELOPMENTProposed is the constuction of a 4,000 s.f. steel building with garageand office space. The access drive and parking area will have aasphalt millings surface. The site will be serviced by an onsite sewerline and well and the utilities will be installed underground.DEVELOPMENT SCHEDULEIt is anticipated that grading and construction activities will beginas 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 the project.Strip and stockpile topsoil and protect as required.3.Install the proposed building.4.Install sewer line, well and underground utilities.5.Grade and surface access drive and parking areas as shown.6.Grade all disturbed areas, loam & seed7.Remove all erosion and sediment control.DEVELOPMENT CONTROL PLANPrior to the commencement of operations in accordance withany permit issued by the Town of Montville, the owner (AdvancedAssociates, llc) shall install all erosion and sediment control measures.Inspection of the erosion & sediment control should be at leastonce a week and within 24 hours of the end of a storm with arainfall amount of0.5 inch or greater.The owner shall obtain a site inspection from the Town ofMontville Enforcement Officer to ensure that all erosion andsediment control measures have been installed in accordance withthis narrative. Upon certification with respect to the insta11ationof erosion and sediment control measures, the owner maycommence operations pursuant to the permit. Erosion andcontrol devices shall be installed in accordance with the 11Fi1terBarrier Installation & Maintenance" and "Hay Bale Installation& Maintenance" sections of this narritive hereinafter contained.Dust control will be accomplished by spraying with water andif necessary, the application of calcium chloride.The proposed planting schedule is to be adhered to duringthe planting of disturbed areas throughout the proposedconstruction site.Final stabilization of the site is to follow the proceduresoutlined in permanent vegetative cover. If necessary atemporary vegetative cover is to be provided until apermanent cover can be applied.During the stabilization period, all erosion and sedimentcontrol measures shall be maintained in proper workingorder. The Owner's representative shall be responsible forchecking all erosion and sediment control measures on atwice-weekly basis during the stabilization period and aftereach storm event. During the stabilization period withrespect to the site, any erosion which occurs withindisturbed areas shall be innnediately repaired, reseeded andre stabilized.Once stabilization has been completed and certificationthereof obtained in writing from the Enforcement Officerof the Town of Montville, erosion and sediment controlmeasures shall be removed by the Contractor.(2)-2"x2"X3' STAKESEACH BALE --�C C HA YBALE BARRIER NOT TO SCALE C C C C FILTER BARRIER INSTALLATION & MAINTENANCE:1.Dig a 611 trench on the uphill side of the barrierlocation.2.Position the posts on the downhill side of the barrierand drive the post 1.5 feet into the ground.3.Lay the bottom 6., of the fabric in the trench to preventundermining and backfill.4.Inspect and repair barrier after heavy rainfall.5.Sediment deposits are to be removed when they reach aheight of one foot behind the barrier and are to bedeposited in an area which is not regulated by the InlandWetlands Commission.6.Inspections and necessary repairs will be made twiceweekly.HAY BALE INSTALLATION & MAINTENANCE:I.Bales shall be placed around all proposed catch basinswith the ends of the bales tightly abutting each other.2.Each bale shall be securely anchored with at least 2stakes and gaps between bales shall be wedged with strawto prevent water from passing between the bales.3.Inspect bales after each storm and repair or replacepromptly as needed. Remove sediment behind the baleswhen it has reached half the height of the bale and depositin an area which is not regulated by the Inland WetlandsCommission.4.Inspections and necessary repairs will be made twiceweekly.TEMPORARY VEGETATIVE COVER:A temporary seeding of Rye Grass will be completed within 15days of the formation ofstockpile(s). If the soil in thestockpiles has been compacted by construction operations itshall be loosened to a depth of 2 inches before thefertilizer, lime and seed is applied. 10-10-10 fertilizer at a rate of7.5 pounds per 1000 s.f. and lime stone at a rate of90 lbs. per 1000 s.f. shall be used. Ry e Grass applied at arate of 1 lb. per 1000 s.f. shall provide the temporaryvegetative cover. Straw or hay, free from weeds and coarsematter shall be used at a rate of70-90 lbs. per 1000 s.f. asa temporary mulch. Apply mulch and drive tracked equipment upand down slope over entire surface so cleat marks are parallelto the contours.PERMANENT VEGETATIVE COVER:Topsoil will be replaced once the excavation has beencompleted and the shoulders are graded to a slope no greaterthan 3 to 1. Topsoil will be spread at a minimum compacteddepth of 4 inches. Once the topsoil has been spread, allstones two inches or larger in any dimension will be removedas well as debris. Apply agricultural ground limestone at therate of two tons per acre or 100 lbs. per 1000 s.f. Apply10-10-10 fertilizer or equivalent at a rate of300 lbs. peracre or 7.5 lbs. per 1000 s.f. Work lime and fertilizer intothe soil to a depth of 4 inches. Inspect seedbed beforeseeding. If traffic has compacted the soil, retillcompacted areas. Apply the following grass seed mix:Seed Mixture lbs./acreSwitchgrass4.0Bigbluestem4.0Little bluestem 2.0Sand lovegrass 1.5Birds foot treefoil 2.0The recommended seeding dates are:April I -June 15 and August I -September 15 lbs./1000 s.f.0.100.100.050.030.05Fallowing seeding, firm seedbed with a roller. Mulchimmediately following seeding. If a permanent vegetativestand cannot be established by September 30, apply a temporarycover on the topsoil such as netting, mat or an organic mulch.4" MIN. ASPHALT MILLINGS SURFACE o'B 10" COMPACTED SUBBASEASPHALT MILLINGS SURFACE NOT TO SCALEFILTER II FABRIC----......
COMPACTED BACKFILL
NOTE: STAKES TO BE PLACED AT A 10 FT. INTERVAL ANGLE 10° UP SLOPEFOR STABILITY AND SELF CLEANING SILT FENCE NOT TO SCALE 6" BANK RUN GRAVELCONTECH C200WOVEN GEOTEXTILE 12" TIIICKNESS OFMODIFIED RIP-RAPRIP RAP SLOPENOTTO SCALE TRENCH PAY WIDTH SEE CHART MATCHEXISTING GRADE flt � I
FILTER FABRIC/ FINISHED GRADE1211 12"MIN MINBURIED CABLE TRENCH CROSS SECTION NOT TO SCALEHANDICAP SIGN4" WIDE PAINTED STRIPING TYPICAL1 O'
OJ PAINTED SYMBOLVAN ACCESSIBLE HANDICAP PARKING SPACE WITH SIGN I'
STONE DITCH
NOT TO SCALE NOT TO SCALEMATCH2 1f6 EXISTING GRADEII i( 2" MINIMUMSIZE STONE FINISHED GRADE ---------LOAM & SEEDPIPE MAXIMUM DIAMETER TRENCH WIDTH
6" 2'-6"
8" 3'-0"
10" 3'-0"
12" 3'-0"
15" 3'-3"
II!" 3'-6"
21" 4'-0"
24" 4'-6"
30" 5'-0"
SHEETJNG AS REQUIRED (TYPICAL)
1/2 OD MIN. />"---;;/!��-BEDDING MATERIAL FOUNDATION
1/4 OD 6" MIN. 12" MINJMUM IN ROCK EXCAVATION
TRENCH BOTTOM
TRENCH SECTION FOR SANITARY SEWER LINE
NOT TO SCALE
STONE FOR STORM DRAIN
�--12" FOUNDATION STONE WHEN UNSUITABLE MATERIAL OR ORGANIC SILT IS ENCOUNTERED AT SUBGRADE f-----11-4i-"NATIVE MATERIAL18" MINTMUM FILTER FABRIC6" PERFORATED TUBINGAS MANUFACTURED BY ADVANCED DESIGN SYSTEMS, INC. (OR EQUAL)CUT-OFF TRENCH CROSS SECTION NOTTO SCALEPROJECT NO.DRAWN BY:DATE:SCALE:21-135R.A.D.10/20121AS NOTEDAPPROVED BYTIIE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION SHEET 3 OF 3 CHAIRPERSON DATESOIL EROSION & SEDIME NT CON'JROL PLAN AP PROVE BY THE PLANNING &ZONING COMMISSIONCHAIRPERSON DATE TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECTAS NOTED HEREON. THIS MAP IS NOT VALID WITHOUT A LIVE SIGNAT UREAND THE EMBOSSED SEAL OF TilE SURVEYOR HEREON.RICHARD A. DESCHAMJ'S L.S. #70019
4/10/23
DATE REVISIONS 2122 PER PLANNING COMMENTS ., r: I : .t ·.
I:
.. • :I . : • I·: 1. �1
�-LI�� ----i ,2,, r 6" DIA. STEEL PIPEFILLED SOLID WITIICONCRETE(PAINTED YELLOW)CONCRETEBOLLARD DETAIL NOT TO SCALESITE DEVELOPMENT PLAN PREPARED FOR ADVANCED ASSOCIATES, LLC 410 &412 MAPLE AVENUEMIONTVILLE, CONNECTICUT EROSION & SEDIMENT CONTROL -DETAILS
ADVANCED SURVEYS, LLC. 30 Beechwood Blvd, Norwich, CT 06360Phone (860) 639-8928