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Home My WebLink About97-13P_DUNKIN DONUTS_SOUTH WINDSORappli. ttion E'97-13P. INVAfCC permit for the installation of a culvert it. the existing water course to 311a7w 1111ing for the comstniction of additional parking on properly located at 269 Pleasant Valley Road, C)t' rots (Asscasot•s neap R33. Parcel 41 & 42 as shown on plans prepared by Gardner & Peterson Associates. Map No 9 .1 and revised through 1\4arch 5. 1997 This approval is subicv to the following rk,,nditions. I One bluff print c.>pc of the entire set of plans and this ieuer reproduced thereon. must be submrttcd to tills Commission This must he completed within 65 days of approval prior to any construction aaiytt} on the site 7 Construction a, uvitics crap' be subject to the approval of the Town Engineer 3 The application shall indemnify and hold harmless the Tour, of South Wind" aeaimt at,,, hahtiit% which might result fr�1m the proposed operation or use f-Vs ., 'c n 1 shall 0-1—re on April 1 � 2rAl2 it lac hrrn i\hI MCC '% ulc fs lilLt t> va o.. - - fw,licy to notify landowner($flaRpficant(s) of expiring wetland permits. However, it is the lindow•ner(s)-applicants) respotiabiiity to track expiration dates and n_'ufy the Commission of a renewal request at least 65 days prior to expiration 5 All approvals required must be obtained and submitted p:to• to any activity on the site 6. A contact person shall be identified or. the plans 7 We recommend a bond in the amount of SS.(KK) to be sutImiried to the Planning and Zoning Commission to ensure comptiarcc with the Erosion and Sedimentation Control Measures S. Maintenance and inspections of sedimertatior sinictwe and sediment basin shall take p;acr twice a year (1.4ay November) o ) 9. All landscaping materials will be approved by tic Zonmg!Wetlands Enforcement Officer %',ry tnily yours, !N'l..\ND WET•I_ANDS AGENCY t'C)N- L:RV:\TION COMMISSION Efl1abet1-,A Warren. Chairman _�-----�j' U ' 40 -- II J4L 308 CT ROTE 5 F,jCH 13040 f-� ----"`�� (�5) 3 6 __-------- I I _ _-----I I INN 06074n34 26II MAIL. I I II \pril 29, 1997 to ) a Site Plan of •n on piaris prepared by Gardner & Peterson Associates, Map No 9373 and revised through April z, 1997 This approval is subject to the following modifications No building permit will be issued until the final mylars have been filed in the Town Clerk's Office. 2 This application is sabiect to the conditions of approval of the Inland Wetlands V[ �U IS � i !h^ amount f S A enc ••Conser a ton C rttm slop including a bond u . , o $_ .0001. Q y g 3 An as -bunt plan is required prior w issuance of a Certificate of Occupancy per Section 8 1.10 of the Zormg Regulations 4 All plans used it, the field by ;tic developer must bear the stamp and authorized signature of the Town of South Windsor 5 Need detail of oil trap for catch hasins, labei grease trap 6 Regrading of the 60 contour should he corrected 7 A program for maintenance and inspection of sediment structures and sediment basin twice a year M,,y an,' November) m ,st he estahlichr'st 8 The parking waiver is for thirteen i 13) spaces. 9 Additional wetland ptarturrps are required subject to the approval of the ZoningiNkletiands Enforcement Officer Black and white transparent mylars of Sheets 1 & 2 with the above modifications, together '.viih three blueprint copies of the entire -set of ptams must be submitted to tills Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency'Conscrvation Contnrission, must be reproduced on the mylars. After Eric rn) lars have been signed by the Commission, they will he returned to you for filling It,, the Office of the Town Clerk within: 90 days After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING & ZONING COP41,1ISSiON KEY MAP 200 100, 0' 200' 400' 1 -- — GRAPHIC SCALE 1"=200' t, AED W i -ram ,t to tt, q% 'S V4 IV i 1. +`Q ser00 R. p� } C��'4s LU No. 10839 _!` e ,ei }4 � cp i NO`oSi o o' ri$sn i' tit -P -Pn v? i nos Q�srF.RC��,•�6r°+i 001 rn F C C n 0 LOCATION MAP SCALE: 1" = 1000' ZONING TABLE GENERAL COMMERCIAL ZONE i BLVD -- — --- — -- — rcOAD_ SLEE REQUIRED/ ALLOWED PROVIDED MIN LOT AREA 15,000 S.F. 43,875 S.F. MIN. LOT WIDTH 100 FT 132.05 iT / .332.43 1-1 MIN, LOT DEPTH 150 FT 378.36 FT MAX. STORIES 2 1 MAX. HEIGHT 40 FT 171f• MAX. LOT COVERAGE 30% B.09% MAX. IMPERVIOUS COVERAGE 65% 40.87% MIN. FRONT YARD 50 FT 597.. 1 MIN, REAR YARD 15 FT N/A MIN. SIDE YARD 10 FT 24- BUFFER LIMIT 50 FT 10'• PARKING: REQUIREMENTS RESTAURANT: 1 SPACES PER 50 S.F. Of G.F.A. RETAIL: 1 SPACE PER 200 S.F. OF G.F.A. RESTAURANT 2000 S.F.— 50 S.F. =40 SPACES RETAIL 1480 S.F.— 200 S.F. =7 SPACES TOTAL PARKING REQUIRED = 47 SPACES TOTAL PARKING PROVIDED = 34 SPACES ( WAIVER REQUIRED) • VARIANCE GRANTED ON 11-13-89 ALLOWING THE BUFFER TO OF REDUCED FROM t)O' TO 10'. • VARIANCE GRANTED ON 1 1-13--89 ALLOWING A SECOND SIGN ON THE P'REMISE'.. • VARIANCE GRANTED ON 11-13-89 ALLOWING THE FREE: STANDING SIGN TO BE 56 S.F. OR LESS WiTH A MAX. HEIGHT TO THE TOP OF THE Si6N TO BE 15 FEET OR tES3 .. VVVINEKJ VVI I riIiN 700 EEE LOT 0 NAME ADDRESS MAILING ADDRESS 37 RICHARD GRIGORIAN JOHN FITCH BLVD 369 MAIN STREET SOUTH WINDSOR, CT 06074 38 JAMES & WILLIAM KARABETSOS 573-7 JOHN FITCH BLVD 103 GORDON LANE EAST HARTFORD, CT 06108 39 RICHARD GRIGORiAN 5WJ JOHN FITCH BLVD 369 MAIN CiIi F_F_T SOUTH WINDSOR, CT 06074 40 PATRICIA J. GENTILE 589 JOHN FITCH BLVD 69 FRANCES ST MANCHESTER, CT 06040 ArZ V t'iimn niL►Ir'UAT CT AI LVI�IL vvn+l,11/lI, Le nL >AF DI CACAAfT `JAI i CV L"FJ 1 LLMJ/41�I •HELL/ Dr1 R.D. tn') CA1.1 Uti i D(� IVL SAN TALL RV HAMPTON, CT 06247 44 RICHARD GRIGORIAN 235 PLEASANT VALLEY RD. 235 PLEASANT VALLEY RD SOUTH WiNDSOR, CT 06074 45 ROBERT W. JR & THOMAS 219 PLEASANT VALLEY RD 219 PLEASANT VALLEY RD JA - BEAUCAGE _ SOUTH WINDSOR, CT 06074 6 KAROL S. WADACH 230 PLEASANT VALLEY RD. 230 PLEASANT VALLEY RD SOUTH WINDSOR, CT 06074 7 EDWARD S. & JANE H. GUTT 240 PLEASANT VALLEY RD. 240 PLEASANT VALLEY RD SOUTH WINDSOR, CT 06074 8 JANE GUTT 260 PLEASANT VALLEY RD. C/O JANE GUTT 240 PLEASANT VALLEY RD (ZnI ITU W1K1r)AZnD IT Ar_117A JVV111 1fll\VJVI\, VI VVV/Y' 9 EDWARD S. & JANE H. GUTT 653 JOHN FITCH BLVD 240 PLEASANT VALLEY RD SOUTH WINDSOR, CT 06074 10 HERBERT B. FISHMAN 300 PLEASANT VALLEY RD 11 HIGH PT. LANE WEST HARTFORD, CT 06107 35 NORMAN G. BOLDUC 297 PLEASANT VALLEY RD 667 CENTER STREET MANCHESTER, CT 06040 26 ANTHONY BOTTICELLO 365 PLEASANT VALLEY RD PERRETT PLACE MANCHESTER, CT 06040 36 ANTHONY BOTTICELLO JOHN FITCH BLVD PERRETT PLACE MANCHESTER, CT 06040 34 RUSSELL ANDERSON 313 PLEASANT VALLEY RD 313 PLEASANT VALLEY RD SOUTH WINDSOR, CT 06074 M—L 32-6 MARY ELIZABETH SHEPARD P.O. BOX 415 EAST WINDSOR, CT 5 KAROL S. WADACH 230 PLEASANT VALLEY RD. 230 PLEASANT VALLEY RD SOUTH WINDSOR, CT 06074 20 DALENE HARDWOOD FLOORING 45 NUTMEG ROAD 45 NUTMEG ROAD rnMPANYMr. gC111TH WIMr)q(1RCT n6n7A KEY MAP DUNKIN" DONUTS APPLICANT: TONY PACHECO 20 COUNTRY CLUB BLVD. NORTH DARTMOUTH, MA. 02747 PHONE NO. 508-999-3826 SOUTH WINDSOR, CONNECTICUT GARDNER do PETERSON ASSOCIATES REVISIONS 178 HARTFORD TURNPIKE TOLLAND, CONNECTICUT PROFESSIONAL ENGINEERS LAND SURVEYORS FAW,pm n R(ii n:1t111 Russell G L.evack. Chairman BY SCALE DATE SHEET NO. MAP NO, D.A.C. 1" =200' 3-5-97 1 OF 4 1 9373 rat Y� �u � �I. .tvl � •h u n EXISTING DRAINAGE R.O.W. IN FAVOR OF THE STATE OF CONNECTICUT N/F PATRICIA J. GENTILE CLJ[P 5985 N W W NN f 3 ' }r' i• 4 Ls-rl r ,f:F` 4;1540 SULLIVAN AVENUE S% S'ii WINDSOR CONN 060?A '540 SVLI.IVAN AVENUE SOUTH WINDSOR, CONN W0 4 _ •, - ,. AREA CODE 860 r 644.2St•- -+-; _ •:�a�� tM ` AREA CODE 060 r 644.25 t t t April 23. 1997 `l May 1, 1997 CERTI1q D MAI fI Antonio Pacheco CERTIFIED MAIL Antonio Pacheco 307 Bonney Street 307 Bonney Street New Bedford, MA 02744 New Bedford, MA 02744 Dear Mr. Pacheco - Dear sir Pacheco Re. APP 1 97-13P, Dunkin Donuts/601 loan Fitch Boulevard Re Appl A97-I3P, Dunkin Donuts.r269 Pleasant Valley Road South Windsor, CT 06074 tl South Windsor, CT 06074 we are pleased to advise you that the Planning & Zoning Commission voted on April 29, 1997 to approve with modifications the above -referenced application for a Modification to a Site Plan of At the April 16. 1997 regular meeting, the Inland Wetland's Agency/conServation Commission approved Development for property located at 601 John Fitch Boulevard, GC zone as shown on plans prepared application p97-13P, i -A/CC g +z`r P P Pc Y P P P aPP permit for the installation of a culvert in the existing wafer course to Y:- by Gardner &Peterson Associates, Map No. 9373 and revised through April 2, 1997. This approval allow filling for the construction of additional parking on property located at 269 Pleasant Valley Road, ,'.,x•,; ' is subject to the following modifications: GC zone (Assessor's map A33, parcel 41 & 42 as shown on plans prepared by Gardner & Peterson; Associates, Map No. 9373 and revised through March 5, 1997. This approval is subject to the { No building permit will be issued until the final mylars have been filed in the Town Clerk's Office. following ccnditiotu This application is subject to the conditions of approval of the Inland Wetlands 1 One biur.print copy of the entire set of plans and this letter reproduced thereon. must be submitted F ;'+ Agency;Conservarion Commission, including a bond in the amount of $5,000. to this Commission. This must be completed within 65 da• s of a f pp:ovai prior to any construction 4, activity an the site An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8 1 10 of �� s- N i` t `Fc a , 7+r� the Zoning Regulations 2 Construction acttvines shall be subject to the approval of the Tows: Ettgtneer;s F'a' r �i' "E All plans used in the field by the developer must bear the stamp and authorized signature of th The application shall indemnify anal hold harmiess the Town of South Windsor against any Iiibility Town of South Windsor which ttitght result from the proposed operation or use 4. The permit is valid for five years and shall expire on April 15. 2002 It has beer. 1WA'CC's 5. Need detail of oil trap for catch basins: label grease trap. policy to notify landowner(s)lapplicant(s) of expiring wetland permits. However, it is the 6 Regrading of the 60 contour should be corrected. landowner(s)'applicant(s) responsibility to track expiration dates and nocif} the Commission of a renewal request at least 65 days prior to expiration 7 A program for matntenance and inspection of sediment sim tyres arui « ii�,,,.,,, F..— ...,, _ . • - - -- ----. _5 _•__ _d......... ,.a,,,,..w,�� a year ,tat• ant 1`evemtxrt mI!si be established 5 All approvals required must be obtained and submitted prior to anti a: t:+tty on the site R The parking waiver is for thirteen (13) spaces. 6 A contact person shalt be identified on the plans. "+. We recommend a bond in the amount of $5,000 to he submitted to the Planning arid Zoning ) E of ctional ement Offiicer �antings are required subject to the approval of ttte Ioning'We[!ancis Commission to ensure compliance with the Erosion. and Sedimentation Control Measures Black and white transparent mylars of Sheets l & 2 with the above modifications, together with three S. Maintenance and inspections of sedimentation structure and sediment basin shall take Place tu-tce a blueprint copies of the entire set of plans must be submitted to this C'anunissi»n within 30 days to be year (Mar and November). stamped and signed. The letters of approval of this Commission as well as the fill Wetlands9. All landscaping materials will be approved by the Zoningrwetlatids Enforcement Officer. Agency/Conservauon Commission, must be reproduced on the mylars and After the mylars hate beer: signed by the Commission, they wiil be returr)& tr. tutr for filing in the Office of the Town Clerk within 90 days. After filing these plans i copy of the teLeipt must be t'cr, truly yours, submitted to the Planning Department INLAND WETLANDS AGENCY � CONSERVATION C'031MESSir , Elizabect•'A Warren. Chat rma FA Wipmm yours. _ ,,',;;-'r; & Yi_1:.NIN6 r()MM15SI0'ti LEGEND EXISIIIVV CONTOUR PROPOSED CONTOUR EXISTING WATER LINE --- -- W EXISTING SANITARY SEWER _ S EXISTING GAS LINE ----- _ G WETLANDS FLAG WETLANDS BOUNDARIES UTILITY POLE EXISTING CATCH BASIN PROPOSED CATCH BASIN EXISTING BCLC PROPOSED BCLC EXISTING IRON PIN PROPOSED LIGHT PROPOSED SILT FENCE It, -- G 0 #3 I � � iat• Ira is � ia>• � � � � r� � � � its tt.� a (A SMH TF=65.37 \ FL=55.48 20' 10, 0' 20' 40' 60' GRAPHIC SCALE 1"=20' NOTES: Q Ui PODUNK RIVER SITE JOHN PEASLEE DR C` N T G ROAD LOCATION MAP SCALE: I" = 10W MAP REFERENCE: SITE DEVELOPMENT & TOPOGRAPHIC MAP PREPARED FOR WAWA MARKFIS, INC. SOUTH WINDSOR, CT SCALE: 1" =20' DATE 4/ 10/90 REVISED 7/ 1 1 /90 BY LUCHS do BECKERMAN CIVIL ENGINEERS- PLANNERS-- LAND SURVFYOR'1. ZONING TABLE GENERAL COMMERCIAL ZONE REQUIRED/ ALLOWED PROVIUkD MIN LOT AREA 15,000 S.F. 43,875 S.f . MIN. LOT WIDTH 100 FT 132.u9 fT / 511.41 Ii MON. SET ® NE COR MIN. LOT DEPTH 15U F 1 i7b. i6 I I / i it 0 : t I DATUM: NAD 83 MAX. STORIES 2 MAX. HEIGHT 40 FT 1711 N_ 859328.65699 _ MAX. LOT COVERAGE 30% F1 09% E 1038267.93974 MAX. IMPERVIOUS COVERAGE 65% 119% 1 MIN. FRONT YARD 150 I1 1519' MIN. REAR YARD 115 Fr N/A MIN. SIDE YARD 10 F T �4' BUFFER LIMIT `rO I T i U'• PARKING: REQUIREMENTS RESTAURANt• 1 SPACE`; PER 5V ,F. ()F 0.1.A RETAIL: 1 SPACF PER 700 '•,.1 Of f. F A f RESTAURANT 2000 S.F.- 50 >.F. . 40 SPA C.f RETAIL 1415U S.F.— LUV `.F , . •^7 IVAIJ , TOTAL PARKING REQUIRED •- 4/ SPACE4 CB TF= 64.47 FL OUT=62.56 THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THROUGH 2O-300b-20, THE "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY BASED ON A LIMITED PROPERTY RESURVEY CONFORMING TO HORIZONTAL ACCURACY rLA55 A-7, ANn A TOPnrPAPI-Ilr Arrl IRArY rl ACC T—n TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Lrlo�lrr .fro ZfZaear- _ LS 10839 KENNETH R. PETERSON REGISTRATION NO. REVISIONS 4-2-97 6-20-97 6-27-97 TOTAL PARKING PROVIDED 34 ' PAGE% ( WAIVF1t RFfjUiRFD) • VARIANCE GRANTED ON 11 13 89 AL10WINO fHF HIImp to RF kEf1U(;rD $W)M 5p' TO 10'. • VARIANCE GRANTED ON 1 i 13 89 ALL OWING; A SECOND gIGH ON 44F 1*11f MMr-, • VARIANCE GRANTED ON 1 1 -1 5- 89 ALLOWINO THE F FILE i1ANDING t;1 411 10 FIF 'rR . F OR LESS WITH A MAX HEIGHT TO THE TOP OF THE SIC;N TO OF 15 F I I 1 OP I t YK"DnvP1kAr17%T`r T !V'4 A rrrin1kT QT TDX7EMV JLLVAX V ■ : a V1.Li1 \ 1 iJV%.s.A 1 iV.L\ FJ V 1\ r L' 1 PLOT PLAN DUNKW DONUIS APPLICANT: TONY PACHECO 20 COUNTRY CLUB BLVD. NORTH DARTMOUTH, MA. 02747 PHONE NO. 508-999-3826 SOUTH WINDSOR, CONNECTICUT GARDNER do PETERSON ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND, CONNECTICUT PROFESSIONAL ENGINEERS LAND SURVEYORS BY SCALE DATE SHEET NO. I MAP NO. D.A.C. 1"=20' 1 3-5-97 1 2 OF 4 9373 PROPOSED SEDIMENT CHAMBER STONE FILTER BERMS SEE SHEET 4 OF 4 FOR DETAIL TF=60.90 FL IN=56.63 PLUNGE POOL FL IN=56.13 FL OUT=56.13 \V \ \ \\\ IN, rn 00 \ \\ \ 01 #6 O°O °O00°00 O°O 00 000000 00°0o J DUMPSTER AREA EE SHEET 3 OF 3 OR DETAILS <o N 23'58'59' W N/F RICHARD GRIGORIAN / PROPOSED CB#1 / TF=64.00 / FL OUT=59.75 / I \ I LIMITS OF EXISTING PAVED APRON PROPOSED SAN. SEWER M�I / I TF=66.2 3 / INV.=58.00t ^ / / - _ _ - - - _ - _- 62 MATCH EXISTING / PROP AND STAIN B`0 4j I t/I/ ' a� �l EXISTING DRAINAGE R.O.W. IN FAVOR OF CONNECTICUT 14, N/F PATRICIA J. GENTILE w °�, o \ S ) / 50' / PROPOSED 6" PVC SAN EWER LAT AL SXEWER G TERAL II 6 LL41 PR POSED WATER PROPOSED BOILDING I 6s. I FL 30" RCP=5'S.OQ \ \\ \ \ ��5 RSE ) / FF=66.00 I 1 / , ETLAN S \ \ \ � \ ,2y� P R OV ♦ v I - LF 15"ADS 130 , / \ / / v / \ Z s' j 1 / \ \ I / CLdcR Q \ o / v 0 \ \ I / 37' / ` /`) 78.45' / / 1009 W \MON. SET C� NE COR N, S D \ \ // /� s' WIDE CONC. WALK / / / / / W N DATUM: NAD 83 w \ 1 ss / s• s• / I / rf) I N 859328.65699 I \ .\\ \ 1 I / /I / \ I E 1038267.93974 r.� PROPOS STM \ \ o / t0' / / / // / ' TF=60N4' \ 0' 8 DING LINE / ` a FL IN=53.23 / \ FL ODUT=53.23 N \ o TT 0'�'�S7/ O� 3?9'F 11 ` v'La 03 w ` PRO�O•o,n LIMYrS OF EXISTI Gr- ED CB#2oe1 Cr �O SE2 0 PANED APRO _� S CO -� 1 P OPb ED.)SIGN �179_ 66� 7\ o // S O,QN of MH \ -i \ - ma S - I ,4tr TF=65.87 58 r ! � � � l 51 15 A 1.07%1 � ! �� I FL=46.19 / 1 _�- ♦ J J 48.77' 32.00 56 .59 76.00'■�■�� ■ �� / W�- ` \ S 24 14'36 W 328.36'-00 S \1 \ 1 I 1 S \ jT \- EXISTING SANITARY SEWER EASEMENT N CB / 1 I II 1 I 1 PROPOSED gB#3 1 5 PROPOSED SIGN 'KEEP RN;�••1'I- IN FAVOR OF THE TOWN OF .6 TF=63.60 1 \ SOUTH WINDSOR 598SNET W TF=OUT 62.08 \ I I I I I FL IN=59.04 1 1 EXISTING 40't RAD \ f W I 1 II 1 I 1Q. 1 r ;r 1 Ft 30' RCP=54.00 1 1 � � 1 FL OUT=59`64 III \ ` I � � '�•'' - - \%-- -- _ --- - 1 PROPO4ED 30'NOT EN PROPOSED SIGN PROPOSED SKI / fp \ STM H 'NO LEFT TURI`C- TF=64.99 ✓ #1 W / / / FL IN=60.84 CB PROPOSED y�pp 1Erm FL IN=60.71 _ 2.25 AND STOP "-J 5 \ FL IN=60.82 FL OUT 58.85 EXWING 25' )PAD Rp UT E J \ \FL OUT=58.71 --' W / ppNN• cn \ cI Av s>;,ab 62 w I h CB \ TF=61.95 / FL IN=58.89 -r PROPOSED ONE FL C - --WAY SIGN 24' RCPCB / -�- / / TF=61.70 / / FL IN=58.20 (15') / LEGEND EXISTING CONTOUR PROPOSED CONTOUR EXISTING WATER LINE EXISTING SANITARY SEWER EXISTING GAS LINE WETLANDS FLAG WETLANDS BOUNDARIES UTILITY POLE EXISTING CATCH BASIN PROPOSED CATCH BASIN EXISTING BCLC PROPOSED BCLC EXISTING IRON PIN PROPOSED LIGHT PROPOSED SILT FENCE W W S S r, 0 #3 El 0 O 3 / TF=64.63 FL OUT=62.28 N \ 1n CB \ TF=64.47 \ FL OUT=62.56 \ In SMH TF=65.37 FL=55.48 20' 10, 0' 20' 40' 60, GRAPHIC SCALE 1" =20' NOTES: THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THROUGH 2O-300b-20, THE "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY BASED ON A LIMITED PROPERTY RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2, AND A TOPOGRAPHIC ACCURACY CLASS T-D. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. KENNETH R. PETERSON LS 10839 REGISTRATION NO. REVISIONS 4-2-97 6-20-97 ar SITE J Ld 4! Q czi a PODUNK RIVER CONN. RTE 5 AKA JOHN FITCH BLVD 71 NUTMEG ROAD PEASLEEI -� r DR o iI I! LOCATION MAP SCALE: r = iow MAP REFERENCE: SITE DEVELOPMENT & TOPOGRAPHIC MAP PREPARED FOR WAWA MARKETS, INC. SOUTH WINDSOR, CT SCALE: 1"=20' DATE 4/10/90 REVISED 7/11/90 BY LUCHS & BECKERMAN CIVIL ENGINEERS- PLANNERS- LAND SURVEYORS. ZONING TABLE GENERAL COMMERCIAL ZONE -_ REQUIRED/ ALLOWED PROVIDED MIN LOT AREA 15,000 S.F. 43,875 S.F. MIN. LOT WIDTH 100 FT 132.05 FT / 332.43 FT MIN. LOT DEPTH 150 FT 328.36 FT / 132.05 FT MAX. STORIES 2 1 MAX. HEIGHT 40 FT 17'f MAX. LOT COVERAGE 30% 8.09% MAX. IMPERVIOUS COVERAGE 65% 59% t MIN. FRONT YARD 50 FT 53.9' MIN. REAR YARD 15 FT N/A MIN. SIDE YARD 10 FT 24' BUFFER LIMIT 50 FT 101• PARKING: REQUIREMENTS RESTAURANT: 1 SPACES PER 50 S.F. OF G.F.A. RETAIL: 1 SPACE PER 200 S.F. OF G.F.A. RESTAURANT 2000 S.F.- 50 S.F. =40 SPACES RETAIL 1480 S.F.- 200 S.F. =7 SPACES TOTAL PARKING REQUIRED = 47 SPACES TOTAL PARKING PROVIDED = 34 SPACES ( WAIVER REQUIRED) • VARIANCE GRANTED ON 11-13-89 ALLOWING THE BUFFER TO BE REDUCED FROM 50' TO 10'. • VARIANCE GRANTED ON 11-13-89 ALLOWING A SECOND SIGN ON THE PREMISES. *VARIANCE GRANTED ON 11-13-89 ALLOWING THE FREE STANDING SIGN TO BE 36 S.F. OR LESS WITH A MAX. HEIGHT TO THE TOP OF THE SIGN TO BE 15 FEET OR LESS ... PLANTING LIST SYMBOL COMMON NAME QUAN. SIZE BALSAM FIR 11 4'-6' HT. AUSTRIAN PINE 11 4'-6' HT. PYRAMIDAL ARBORVITAE 6 4' HT. PRINCE OF WALES 13 2.5' SPD JUNIPER DWARF BURNING BUSH 24 24" SPD BLUE RUG 79 2.5' SPD JUNIPER FLOWERING CHERRY 8 2" CAL. BASIN BOTTOM PLANTINGS • • • • • CATTAIL, BULRUSH, BUR -REED, FLAG IRIS, `.. . .......... CARDINAL FLOWER BULBS: CATTAIL 12"0.C. BLUE FLAG IRIS 18" O.C. BULRUSH 12" O.C. CARDINAL FLOWER 18" O.C. BUR REED 12"0.C. °o°000°o 0 0°0°0°0°0 000°o SWITCH GRASS, JOE PYE WEED, BOMSET, BLUE VESVAIN SEED: MIX 2 LBS/1000FT2 RED -OSIER DOGWOOD, AMERICAN CRANBERRY BUSH, MIME WINTERBERRY SEEDLINGS: FALL PLANTING CLUMPS 4' O.C. OR ONE OF EACH VARIETY GREYO SILKY , SARGENT j CRABAPPLE,LESPEEZAELD ELDERBERRY SEEDLINGS: FALL PLANTING CLUMPS 6' O.C. OR ONE OF EACH VARIETY NOTE: ALL LANDSCAPED AREAS TO HAVE A WEED BARRIER INSTALLED UNDER MULCH. TOPOGRAPHIC SURVEY DI DONUTS APPLICANT: TONY PACHECO 20 COUNTRY CLUB BLVD_ NORTH DARTMOUTH, MA. 02747 PHONE NO. 508-999-3826 SOUTH WINDSOR, CONNECTICUT GARDNER do PETERSON ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND, CONNECTICUT PROFESSIONAL ENGINEERS LAND SURVEYORS BY SCALE DATE SHEET N0. MAP NO. D.A.C. 1" =20' 3-5-97 3 OF 4 9373 M w WELD T v o" jn5 PIPE 0 11 ARO STL. PLATE 0 TEE HINGE LOCATIONS CORNER DETAIL ( FOR DUMPSTER AREA ) NTS TEE HINGE 4" SQ STL. TUBING ALL CORNERS & STANLEY I CENTERS TO BE SHOP WELDED #CD1291 1 x 6 CEDAR PLANKS - - -r 6'-0" I �< I I I FLUSH ICI BOLTS IUI L_ J L- J GATE DETAIL ( FOR DUMPSTER AREA) NTS BAR LATCH & BRACKETS 8" x 8" x 1 /4" STL. PLATE ® HINGES PIPE BOLLARD SEE DETAIL 8" CONCRETE CLASS "C" W/ #8 6"X6" WIRE MESH .4 X X`' - -� X $--�- X [GX*--X 4. X �- 6"PROCESSED GRAVEL DUMPSTER PAD DETAIL NTS 6" BITUMINOUS CONCRETE LIP CURB WHERE SPECIFIED 1 1/2" CLASS 2 BITUMINOUS CONCRETE 2" CLASS 1 BITUMINOUS CONCRETE 6" PROCESSED AGGREGATE (GRAVEL) 8" SUBBASE PAVEMENT CROSS SECTION N.T.S. EXISTING ROADWAY & BASE r SEE NOTE 3. 1 1 /2" CLASS 2 BITUMINOUS CONCRETE 2" CLASS 1 BITUMINOUS CONCRETE 6" PROCESSED AGGREGATE (GRAVEL) 8" SUBBASE NOTES: 1. EXISTING PAVEMENT AND CURB TO BE SAWCUT PRIOR TO PATCHING. 2. BACKFILL TO BE COMPACTED TO 95% OF MAXIMUM. 3. SEAL BITUMINOUS CONCRETE JOINTS WITH JOINT SEAL MATERIAL, HOT -POURED TYPE. CUT AND PATCH PAVEMENT DETAIL N.T.S. 10 GAGE STEEL SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESS AND READING "HANDICAPPED PARKING STATE PERMIT REQUIRED" 18" HIGH x 12" WIDE 10 GAGE STEEL SIGN READING "VAN ACCESSIBLE" ONLY AT VAN PARKING SPACE 6" HIGH x 12" WIDE 8" DIA. GALVANIZED STEEL POST, COLOR BY ARCHITECT FILL PIPE WITH CONCRETE, ROUND TOP. CAST IN PLACE CONCRETE FOOTING 12" DIA. COMPACTED SUBGRADE HANDICAPPD PARKING SIGN N.I.S. 1. TYPE 'C' CATCH BASIN TOPS SHALL CONFORM TO CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION M. 08. 02-4. 2. STRUCTURE TO BE PRECAST CLASS 'A' CONCRETE, OR MASONRY CONCRETE UNITS. WHERE MASONRY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAXIMUM CORBEL TO BE 3". 3. SUMPS TO BE PRECAST CONCRETE OR CONSTRUCTED ON A CONCRETE SLAB. WHERE PRECAST UNIT IS USED FOR SUMP, THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLETCING FROM THE CATCH BASIN. 4. WHERE CATCH BASIN IS CONSTRUCTED ON A SLOPE , GUTTER TO MATCH PAVEMENT SLOPE. TYPE "C" CATCH BASIN PIPE FROM BIRDING LEra BASE - NO STONES WTMN 6' OF BOTTOM CROSS SECTION PRECAST CONCRETE 1000 GALLON GREASE TRAP N.T.S, LIGHT FIXTURE HEAD 4" SQUARE ALUMINUM POLE, FINISH TO MATCH FIXTURE HEAD. HAND HOLE NON -SHRINK EMBECO GROUT WITH SMOOTH FINISH. PROVIDE WEEP HOLES. 20'-0" GRADE ym PIPE TO SEPTIC TAW 250 WATT H.P.S. 20' MOUNTING HEIGHT 30000 LUMENS PROPOSED LIGHTING FIMRE TO DEVINE LIGHTING CAT./PRC1628-250HPS OR EQUAL F6, FINISHED GRADE THERMAL WELD GND CABLE TO ROD ANCHOR BOLTS, 1/2"X18"X4". TEMPLATES BY ELEC. 5/8 DIA. X 8'L. CONTRACTOR, INSTALLED GND ROD. BY GEN. CONTRACTOR. 1" CONDUIT (TYPICAL) #6 BARE COPPER GND CABLE IN 3/4" IN CONC. PRE -CAST CONCRETE BASE BASE. BOND TO POLE, BY GENERAL CONTRACTOR. ANCHOR BOLT, AND FURNISH IN ROTONDO 'LB' EQUIP. GND CONDUCTOR. SERIES, SIZE AS REQUIRED TO SUPPORT SPECIFIED LIGHT STANDARD. EXTERIOR LIGHT STANDARD DETAIL NO SCALE PROPOSED GRADE PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) WARNING TAPE 12" ABOVE PIPE STORM DRAINAGE PIPE TYPE & SIZE PER PLAN iv APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS MIN. MIN. (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 6" COMPACTED SAND FILL PLACED AND COMPACTED IN 6' LAYERS MATERIAL SHALL MEET D.O.T. SAND M.08.01.21 3/4 CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER MATERIAL SHALL MEET THE D.O.T. M.01.01 FOR 3/4" STONE. IN SUITABLE MATERIAL USE COMPACTED SAND PER D.O.T. M.08.01.21 STORM DRAIN TRENCH DETAIL N.T.S. PLAN N.T.S. STD. TYPE 'C' C.B. FRAME & COVER CONSTRUCTION JOINT --SEALED WITH 1" C I -BEAM (9.5 LBS./FT.) DIA. BUTYL RUBBER OR EQUIVALENT 11 ADJUST TO GRADE WITH MAX. -t- CURB LINE OF TWO COURSES OF BRICK STD. M.H. FRAME & COVER q ,• 2' 1 3/1r 1+ r g vicr _} W. 2'r -� Ir CONIC BAFFLE (SEE NOTE 1) or 1Id 6 l'-jIl r 9' SECTION A -A N.T.S. SECTION B-B N.T.S. NOTES: 1. BAFFLE CONSTRUCTION TO BE OF CAST MATERIAL OR MORTARED CEMENT BLOCKS WITH WEEP HOLES AS SHOWN. 2. ALUMINUM OR APPROVED EQUAL STEPS TO BE INSTALLED AT 12" VERTICAL INVERTS FROM 12" BELOW TOP OF FRAME ELEVATION TO 12" ABOVE INSIDE BOTTOM ELEVATION AT EACH ACCESS POINT. 3. STRUCTURE SHALL MEET H-20 LOADING CRITERIA. SEDIMENTATION STRUCTURE N.T.S. A PLAN E I F lj7A B -J FLARED ENDmmm'4* 18" INTERMEDIATE RIP -RAP 6" GRAVEL ON FILTER FABRIC SECTION A -A RIP - RAP PLUNGE POOL PIPE SIZE A B C D E F G H WT. RIP -RAP IN TONS 15' 10' 7' 1 .5' 1 ' 1 ' 4. 5'1 1 .5' 3' 6 15, 12' 8' 2' 11 11 5' 2' 4' 8 21 " 15' 9' 2. 5' 1. 5' 1 ' 7 2. 5' 4' 12 24' 17' 10' 2.5' 1.5' 1' 8' 2.5' 5.5' 15 30" 20' 13' 3' 2 2' 9' 3' 6' 22 36' 24' 16' 3.5' 2' 2' 9.5' 3.:5' 7' 33 POURED CONCRETE CUTOFF WALL ICI? OR PRECAST CATCH BASIN SUMP `r`r�1 ANCHORED TO CULVERT GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION. 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT CONTROL PLAN. -v 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED IN THE AMOUNT NECESSARY TO COMPLETE THE FINISHED GRADING OF ALL EXPOSED AREAS. 4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL. 5. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO MINIMIZE EROSION, SLIPPAGE, AND SETTLEMENT. FILL INTENDED TO SUPPORT STRUCTURES, DRAINAGE, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH THE APPROPRIATE STATE AND/OR LOCAL SPECIFICATIONS. 1. 6. FILL MATERIAL SHALL BE FREE OF BRUSH, RUBBISH, LARGE ROCKS, LOGS, STUMPS, 5/6- BUILDING MATERIAL, COMPRESSIBLE MATERIAL, AND OTHER MATERIALS WHICH MAY INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. 7. FROZEN MATERIAL OR SOFT MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. 8. FILL SHALL NOT BE PLACED ON A FROZEN FOUNDATION. 9. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF DEVELOPMENT. 10. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH SOUND CONSTRUCTION PRACTICE. 11. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISH GRADING. IF FINISH GRADING IS TO BE DELAYED FOR MORE THAN 30 DAYS AFTER DISTURBANCE IS COMPLETE, TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED. AREAS LEFT OVER 30 DAYS SHALL BE CONSIDERED "LONG TERM" AND SHALL RECEIVE TEMPORARY SEEDING WITHIN THE FIRST 15 DAYS. 12. SITE IS TO BE GRADED TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCHING, AND MAINTENANCE UNLESS OTHERWISE SPECIFIED IN THE PLANS. 13. APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL CULTIPACKER TYPE SEEDER, OR HYDROSEEDER (SLURRY INCLUDING SEED AND FERTILIZER). NORMAL SEEDING DEPTH IS FROM 1 /4" TO 1 /2" INCH. HYDROSEEDING WHICH IS MULCHED MAY BE LEFT ON THE SOIL SURFACE. 14. WHERE FEASIBLE, EXCEPT WHERE EITHER A CULTIPACKER TYPE SEEDER OR HYDROSEEDER IS USED, THE SEEDBED SHOULD BE FIRMED FOLLOWING SEEDING WITH A ROLLER OR LIGHT DRAG. 15, FFRTILI.7FR AND LIME ARE TO BE WORKED INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISC OPERATION SHOULD BE ALONG THE CONTOUR. 16. REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER. REMOVE ALL OTHER DEBRIS SUCH AS WIRE, TREE ROOTS, PIECES OF CONCRETE, OR OTHER UNSUITABLE MATERIALS. 17. INSPECT SEEDBED BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED BEFORE SEEDING, THEN FIRMED AS DESCRIBED ABOVE. 18. WHERE GRASSES PREDOMINATE, FERTILIZE ACCORDING TO SOIL ANALYSIS, OR SPREAD 300 POUNDS OF 10-10-10 OR EQUIVALENT PER ACRE (7.5 POUNDS PER 1000 S.F.). NOTES: JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT AS REQUIRED TO CONFORM TO PIPE WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS. STRUCTURE SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 1:2' GRAVEL BASE TO A 6' MIN. OUTSIDE BASE. SECTION X-X CONCRETE FLARED END DETAIL 2'6" END VIEW TEMPORARY SEEDING SCHEDULE: SPECIES LBS/ACRE LBS/1000SF SEEDING DATES ANNUAL RYEGRASS 40 0.9 3/1-6/15, 8/1-10/1 WINTER RYE 40 0.9 4/15-6/15, 8/15-10/1 SUDANGRASS 11 0.25 5/15-8/15 TEMPORARY SEEDING IS NOT LIMITED TO THE SPECIES SHOWN. OTHER SPECIES RECOMMENDED BY THE SCS OR AS LIMITED BY SITE CONDITIONS MAY BE USED. STRAW MULCH IS TO BE APPLIED TO SEEDED AREA AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE, 70 TO 90 LBS. PER 1000 SQ. FT. FINAL SEEDING SCHEDULE: PROVIDE 4 INCHES OF TOPSOIL MINIMUM, FREE OF ROOTS, LARGE STONES, AND OTHER OBJECTS. SPECIES LBS/ACRE LBS/1000SF SEEDING DATES KENTUCKY BLUEGRASS 40 0.90 4/15-6/15, 8/15-9/15 CREEPING RED FESCUE 120 2.75 PERENNIAL RYEGRASS 40 0.90 1 2' 1 2 2 MIN. HEIGHT 1 2" STONE 1 =12" STONE FILTER BERM DETAIL N.T.S. LAWN CROSS -COL 47MIN TOPSOIL SOD OR SEED 12, 6' SEE PAVEMENT PATCHING DETAIL APPROVED GRANULAR NON -ORGANIC BACKFILL MATERIAL PLACED & COMPACTED IN 1' LIFTS MAX. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, 12"MIN., 24" MAX. ABOVE TOP OF PIPE I SAND BLANKET PIPE 3/4' BROKEN STONE REVISIONS SANITARY SEWER TRENCH DETAIL CONSTRUCTION SCHEDULE & EROSION & SEDIMENT CONTROL CHECKLIST PROJECT NAME: nIINKIN finNl1TS LOCATION: CT RTE 5 AND PLEASANT VALLEY RD. SOUTH WINDSOR, CT PROJECT DESCRIPTION: SITE PLAN PARCEL AREA: 43,875 SF RESPONSIBLE PERSONNEL: TONY PACHECO WORK DESCRIPTION EROSION & SEDIMENT CONTROL MEASURES DATE INSTALLED INITIALS STRIP TOPSOIL AND STOCKPILE. PROTECT STOCKPILES & DISTURBED AREAS WITH SILT FENCE AS NEEDED. INSTALL PROPOSED STORM DRAINAGE AS SHOWN. CONSTRUCT PROPOSED BUILDING FINISH GRADE. TOPSOIL, SEED, FERTILIZE & MULCH. MAINTAIN EROSION CONTROL AS NEEDED UNTIL STABLE VEGETATIVE GROWTH IS ESTABLISHED 1 , PROJECT DATES: DATE OF CONSTRUCTION START _ DATE OF CONSTRUCTION COMPLETION EROSION AND SEDIMENT CONTROL PROCEDURES SHALL ESSENTIALLY BE IN ACCORDANCE WITH THESE PLANS, AS REQUIRED BY TOWN REGULATIONS, AND THE MANUAL, "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" FOR CONNECTICUT, BY THE COUNCIL ON SOIL AND WATER CONSERVATION, 1985, REVISED TO 1988. 1. SET POSTS AND 2. STAPLE THE POD EXCAVATE A 6" X 6' SILT FENCING TO TRENCH, SET POST FENCE END POST. DOWNSLOPE. = I. 100° I I-1 i tT=I I I I1 1 1-I 1I -Ili-1 I I =III=12" MIN. =11=1_TI1l i l DEPTH --I I i_I I. 3. ATTACH FILTER FABRIC 4. BACKFILL THE FLTER - TO THE WIRE FENCING TRENCH AND FABRIC AND EXTEND IT TO COMPACT THE THE TRENCH. EXCAVATED SOIL (' COMPACTED (I BACKRLL =Rai- .• I=1 I I=1 i 1=1 BOTTOM OF DRAINAGEWAY A� ELEVATION POINTS "A SHOULD BE HIGHER THAN POINT PLAN VIEW PLACEMENT AND CONSTRUCTION OF A SYNTHETIC FILTER BARRIER HAYBALES OR SILT FENCE -7 0 0) o o) 4 �D i 00000 1 ..1 1. ' I r�r�r�L._:m 00000 OC=OOC� d oE�E�oo D J � 0) 0 � - CATCH BASIN AT LOW POINT CONSTRUCTION DETAILS & EROSION CONTROL PLAN APPLICANT: TONY PACHECO 20 COUNTRY CLUB BLVD. NORTH DARTMOUTH, MA. 02747 PHONE NO. 508-999-3826 SOUTH WINDSOR, CONNECTICUT GARDNER do PETERSON ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND. CONNECTICUT PROFESSIONAL ENGINEERS LAND SURVEYORS BY SCALE DATE SHEET NO. MAP NO. D.A.C. NONE 3-5-97 4 OF 4 9373