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HomeMy WebLinkAbout97-90P_DUNKIN DONUTS SITE PLAN OF DEVELOPMENT_SULLIVAN AVENUE4 �:;R ots o A A� 'T 1% q?7NIF771XIXI �M -Av, T1T"W-7;-7 TT _N", % 1A SITE PLAN OF DEVELOPMENT 1000 SULLIVAN AV NU # SOUTH WINDSOR # CONN C ICU prepared by* I djesign rof essionals, inc. Civil Engineers - Planners - Surveyors 165 South Satollite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 @ LN I %MM 9 ARCHITECTS 1170 ROUTE 6A P.O. BOX 311 WEST BARNSTABLE, MA 02668 TEL. (506) 362-9724 C Inc. LAND PLANNERS LANDSCAPE ARCHITECTS NOTES. THESE 0RAyjIN&5 ARE THE RED SPECIFICALLY PROPERTY OF II PROFESSIONALS, I AND HAVE BEEN PREFA 5EV FOR ANY OTHER PURPOSE OR BY' ANY FOR THE Oe4NER/APPLICANT FOR TH15 PROJECT THEY ARE NOT TO BE UE OTHER PER50N OR PER-501`15 YiITHOUT THE EXPRESS VqRJTTEN PERMISSION OF pESI(SN PROFESSIONALS, INC S51ONAL Z55ION SEAL OF THE PRUF`E TH15 PLAN 15 INVALID UNLESS IT EE:ARS THE ORI&INAL SI&RATURE AND IMPP EN&INMIR OR SURVEYOR ?N 1K THIS SURVII AND HAS BMN PREPARED IN ACCORDANCE P41TH SECTIONS 20-5001 THRU 20-50OB-20 OF THE RE6ui-ATIONS OF CONNECTICUT STATE A(51ENCIII - "MINIIAUM 5TANII FOR SURVEYS AND MAPS IN THE STATE OF ENDOR-,7,ED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYOR" INC. TH115 PLAN KAS COMPILED S No BE CONSTRUED AS 2;, CONNIECTlCUT" AS -R SOURCES OF INFORMATION. IT I T TO FROM OTHER MAF-, . RECORP RZ5EARCH ANP/OR OTHE -H CHI AS AN ACCURATE HA'VIN(9 BEEN OBTAINED AS THE RESULT OF A rlF-Lp SURVEY, AND 15 SII TO SLV FIELD SURVEY MAY DISCLOSE. HEREON. 5ELIEF, TH15 MAP 15 SLOSTANTIALLY COI AS NOTED TO THE 5C T OF MY KNOMEII -ED6E "ELIE' RICHARV P. MARTEL LIC. No. suu pLANNING DEPT. ""i—Lem—a-bNINNvid vosammk=s *j-d3a ONINWlcf HOSUNIM HMOS .00, N 1,APIN ECT NIF THE NOCHRORHOOO U HTO NAf RONALD MAR77N OR NIF RONALD MARnN N11F ROSE 0, RALPH C PErRAInS &MARY T HALL pOA0 SULLI �A A UE (Eps IVIF N/r wL r REAL ry SOU TH WNDSOR PAI DiviLoPAI co. NAF XROME J. N/r 8ERKOW7Z X SOU TH WNDSOR DEVELOPMENT Co. .1000, KEY MAP 1 —:2 (No) Zoift Data Block ZONE: GENERAL COMMERCIAL (GC) ITEM REQUIRED/ALLOWED PROVIDED LOT No. I Lot Area 15,000 s.f. min. 69,597 s. f. Lot Widtl- 100 ft. 210.09 ft. Lot Depth 150 ft. 253.79 f i. Building Height 40 f i. <40 ff. Lot Coverage 30% 8.7% Impervious Coverage 65% 45.4% Front Yard 40 f t. (see note) 50 f t. Rear Yard 15 f t. 15 ft. Side Yard 10 f 1. 10 f 1. Buffer 20 f t. (see note) 50 f t. Parking Spaces 63 (see below) 50 spaces * NOTE: ,Variances grcnied on July 5, 1990 and Sept. 6, 1990 to Sections 4.5.4.1. & 5.2 by the Zoning Board of Appeals, to allow a reduction in the required minimum front yard from 50 feet to 40 feet: allow a reduction of the buffer urea between the GC Lone and the A-20 zone from 50 feet to 20 feet. * PARKING CALCULATIONS: Dunkin' Donuts Restaurant =2,300 s-f.; 1 space required per 50 s.f. of Gross Floor Area. (2300/50=46 spaces required). Retail Store = 3,250 s.f.; I space required per 200 s.f. of Gross Floor uired). Area. (3250/200=17 spaces req 46 + 17 = 63 total parking spaces required Requesting a waiver for 13 spaces. A x IL InTLI) 1 2 3 4 Owner: Antonio M. & Maria C. Pacheco Applicant: Antonio M. Pacheco Pacheco Masonry 307 Bonnie Street Ll New Bedford, MA 02744 Tel. (508) 999-3826 A2"A3 SHEET INDEX. COVER SHEET BOUNDARY SURVEY TOPOGRAPHIC PLAN SEDIMENTATION & EROSION CONTROL PLAN LANDSCAPEPLAN ARCHITECTURALS 1. 1 0 C)ATE: OCTOBER 50, 1"11 zov-, 4PZ),4- gr /?.? 8 1 s" c-4. :1, 'j AN t -fit er 7 4; 'X DEEP TEST PITS CONDUCTED 8-26-96 AWV &tW --------- TP No.1 TP No.2 TP NO, 1/4" R 0 4�* TOPSOIL 0 6' TOPSOIL 0 4* TOPSOIL. FOREST UTTER A VC. MW AUN WHI 4" 36" UGHT BROWN FINE 6* 36' UGHT BROWN FINE e 36* UGHT BROWN FINE 8* HIGH STOCKADE A Me_ saw R" SILTY LOAM SILTY LOAM SILTY LOAM NCE AIM om 1/4", 1' 36* - 11' TAN FINE 36* - 16 REDDISH BROWN MEDIUM/COARSE 38" - 9' REDDISH BROWN MEDIUM/COARSE �44 MEDIUM SAND SAND & GRAVEL SAND GRAVEL 14 .4� , .4 11' - 13.5' COMPACT DARK BROWN NO LEDGE 4 FINE SILT MIXED W/SAND NO MOTTLING NO LEDGE NO MOTTLING 13.5" - 15'TAN FINE NO WATER NO WATER Awc MEDIUM SAND 3UTL1T r WAX4 rw NO LEDGE PROPOSED NO MOTTLING DRYWELLS No. 1-7 5' CONC. SIDEWALK 4' TOPSOIL NO WATER TF: 130.50 INV: 125.13 Nlf TP No.4 TP Nm5 TP No.6 \_ 8" PROCESSED STONE 0 41 TOPSOIL/FOREST UTTER 0 4' TOPSOIL 0 - 4' TOPSOIL. FOREST UTTER THE NEIGHBORHOOD IPROPOSED 4" 36" LIGHT BROWN FINE 4" 32" UGHT aRoym FINE 4' - 24" UGHT BROWN FINE PRC)POSFD f�n td� _z si i10 1,41j. 1j SILTY LOAM SILTY LOAM SIL -If LOAM U IN LW CLFANOUT CB No. 4 DIRZ TF: 1 29.00 .36" - I I' REDDISH BROWN MEDIUM/COARSE 32' - 40' GRAY BROWN FINE 24' - 15' REDDISH BROWN MEDIUM/COARSE TF: 129.00 INV: 125.55 IN W SAND & GRAVEL SILT/SAND SAND & CRAWL INV:126.00 OUT E 40* - 13' RED04SH BROWN MEDIUM/COARSE 4" THICK CONC. DUMPSTER PAD NOT TO SCALE INV: 125.55 OUT S TYPICAL SIDEWALK SECTION NO LEDGE SAND GRAVEL NO LEDGE V 16 INV: 125.33 8" NO MOTTUNG NO MOTTLING (SEE PLANS FOR DIM NSIONS) PIK SZE PER KM INV: 125.33 8" NO WATER NO WATER 1 - - - - 130 - - - - - - - - - - - - - - - - - - - - - - - - - 132 NO LEDG'E EX. S M. - - - - - - - - - - - - - NO MOTTLING DUMPSTER ENCLOSURE DETAIL T F'. - 133. k I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 134 x 135.03 NO WATER EA?Sr� INV=118.A6 - - - - - - - - - - 136- t x 135.00 .5 64-2,673" E - - - - - - - - - x 133.67 R. 136 4r S-1 LAWN/ 1 ­7 1 5-341 .57 CROSS-COUNTRY PAVED AREAS PAVED AREAS CROSS-COUNTRY � I X 136.91 x 133.45 EXISTING 10' SM PAVOA'liff DIETAL SEE PAVDADIT DETAIL SAN./STORM EXT5 T 0 41 MK4 1 Min. I F41 I I I P., 0 8 PVC VC... 20' L N AwwAd Wm*w nim-irgank; bodft EASEMENT ) - .................................... 0 OW emood" In am .. .. .... ....... .... ........ Ir I - 1 0 ...... ................................... .... V_' V ...... I LEGEND =721 a 0 / 4 9r 1 0 0 0 INV: 125.13 INV-125.13 INV:12q.i3/" INV: 125.13 INV: 125.13 INV. 125.13 F 0 EXISTING IRON PIN q--sk, & $qpe pa, Cr, OrMal StUNta 0 - "a 18-341L as plasswid lr 0 0.0 0 1 0 Ilia pip. bw* W- Qwm .0 MEN= L r f too 12' PV( It 15' REAR YARD PROPOSED SPOT GRADE sww awrikut rw md nod ir LL �J� 90 LF. __450L r ielara. No a =wIll + 'ij . , 5 L. 18' PV-. as spearAd DAT. WL 5 L. F. F . EXISTING CONTOUR X 136.35 x 135.11 8" PVC, 8" PVC 0 4.0,, F1730 PROPOSED CONTOUR 3/4' Dw*wd bell" fRotarkil e 1 134.86 TREE LINE Is rod, oouvaum ;sn (a TP-3 OSED X 13&70 6 4M PROP I 1 1 )8' EXISTING CATCH BASIN AND PIPE 59 7-P % I -T- .4 1 nisat dAT. hLOIAIM IN 31e 7 6. q q alone, Boddl is am*wIW4 of 'q 41 ir Mki. LD A RCf -L 'AffE 5 L.F. 4r Mi. q So* hm **q Faly.1h)kno or DUMPSTER PROPOSED CATCH BASIN AND PIPE AREA ON CONCRETE PAD 16, 04.0% T PROPOSED 8" PVC > V. 124. PROPOSED DRY WELL 695 ft. (SEE DETAIL) DUMPSTER ON - - - - - - - - - - - - - - -2 -C to J*V. 124. ea ARE! �0 EXISTING SANITARY MANHOLE AND PIPE E CON E� TYPICAL STORM DRAIN /12' D 7.59 cc. TYPICAL SANITARY SEWER (SEE AD "< PROPOSED SANITARY MANHOLE AND PIPE CN CASTIRON HANDLE AIQ� PROP9SED PROPOSED u_ TRENCH SECTION MENU SIGN 4' CONCRETE _j - - - - - - - 1RENCH SECTION r� WALK (TYP. OF 3) to EXISTING WATER MAIN AND HYDRANT (SEE DETAI EXISTING NOT TO SCALE NOT TO SCALE 8.5" 15'R W TP-4 TREE LINE 138.88 < 10" 15'R + EXISTING UTILITY POLE PROPOSED LIGHT STANDARD T�J A-5 X 138.86 X 132.6 EXISTING TREE LINE .5" 1130.60 112 F OEM 6'- 0' 6 1000 GXIM OtEASE TRAP "M 10 SCALE 6.5" U -,vr- YARD PROPOSED TREE LINE TP_ I TION AND NUMBER x X - x X x DEEP TEST PIT LOCA E) IST Q� 3t JJ. 16 C(WC. "M w - ElAwif - 0 EXIS r SEE NOTE #13 LP 652X51 -.L � I R. PRIOP06fP RE�STAIJ?Mr ARE -A RETAIL APEA EXISI. 'f FLOOR ELEV: 1�1 10 FINISHO FLOOR ELEV. V�11.10 CONCRElf 5LAB EX. NAN WL 'ja CATCH BASIN TRAP EXIST -1 LINK FE not to scale fENCE POSr 12 PRWOSED PROPOSED CB Nio. 2 DRYWELLS No. 8-10 ESSING 0 FORFOODPROC (L -% I TF- 129 00 TF: 130.50 NIF NIF WASTES ONLY 0 -.1111 24' _rV(Vt? &1"'3fN'(tA '&wd.�O-t W smuvm Avlbam - SOVTU w"Osm CC- M ­0111- 24' TYP. ---0- INV:1H.23 IN N INV- 124.53 RALPH C. &MARY T. NOTES, R ONA L D IVA R TIN INV.=126.0 INV.=126.0 INV.125.25 OUT S NOTES: w INV: 124.73\ 1. ALL EXTERIOR WALLS OF CATCH oe jm� Jantiary IS, 1998 HALL 2. PARCEL DOES NOT CONTAIN INLAND WETLAND AREAS 1.00 _79� I C'ertifffid Iftil BASIN WILL BE FACED. PAINTED 1. HORIZONTAL DATUM IS NAD 83. t AND GROUTED NTH CEMENT. C'4 FOR SAWTARY ZL I I Aftlianic M Pac)wo clo Plich000 Mitionry 2. LADDER RUNGS SHALL BE PRO- PER TOYM OF SOUTH WINDSOR INLAND WETLANDS AND SEWE)rAGE 3RCT- MQCP A x "1.113 V? sonney Sweet VIDED IN CATCH BASIN WHERE I _� 14ew Radford. Massachusetts W744 WATERCOURSES MAP. 1984. PR 0 D 6' SIDEWALK RICN111- A- � L�- HEIGHT OF STRUCTURE EXCEEDS A A Dew N, � Patwo: 8 FEET. 12" 3. PARCEL IS NOT LOCATED IN A FLOOD HAZARD ZONE. H P + + r7130 I 3. IN SANDY Sol APPLY DAMP- DAUM M narvNIA rV1.11A A (6 A/ Ir- Ite. App! C97-90P, Durikist Donuts. Site Planj'1000 Is, 1006 Runw.ri A�ui, PROOFING ON ALL FOUR WALLS. 0. MP I QVF. 6" PVC SDF 35 0 We are pleased to adirilie you that the Pkiniung & Zoning Cornaw"im ward on 4. ALL MONUMENTATION FOUND OR SET IS DEPICTED. ��o - 9. 4. RED BRICK NOT TO BE USED. 'l `\ . 0 Ain"ary 6, MCA to approra with nwilificatkina the sboir rrk,­vr%c*d applirwimw for v 5. WERE PRECAST CONCRETE UNIT INV. 124.50 .1 8' T`YP. Site Plan of Dr-elopenent for t1h. retail -wition so Property located at 1000 & 1006 R-2" In I Ed ML IS USED FOR SUMP THE TOP OF 5. VER11CAL DATUM BASED ON MDC. ROSE D. Ruft.� A-, OC � - Q'itraii mi phuat p-pared by r-isIfrw P-4rownals. Im. THE UNIT SHALL BE AT LEAST -0 ."No Wq2S and revised ftmigh November 21 19q7 Tins approval is subjw to 6* BELOW THE BOTTOM OF THE 6. CONTOURS ARE AT TWO FOOT INTERVALS. 5 F. 6' VC SDR 35 SE 5'R 4.5'R PE TRA TIS Uic JoLlowing modifications: _j 6. WHERE MASONARY CONCRETE UNITS SOUTH WINDSOR PUBLIC I INV, OUT-1 25.25 9 730 x Town Clerk's od1w. P PE OUTLET FROM THE CATCH 7. ALL CONSTRUCTION TO CONFORM TO THE TOWN OF % 6 1 4 j Prior to conuncocenaeot o(any site wvock. a toasting must be held with Toisn Sulff. 6. 1 L BLIN. MPROVEMENT SPECIFICATIONS. 2 5' 14 INV. IN-125.50 IN, 2 No Wildwng parrMin i* be aftind until the final myiw. have t,-cn Well in the ARE USED CORBELLING WILL BE 8. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED 'R PROPOSED Kt� PERMITTED. MAX. CORBEL TO BE 3". PERMITS PRIOR TO CONSTRUCTION. 3. Thk application Is subsect to tho aindtimis, of apprenai of die Inland W�Iwlds, 0 PROPOSED PR ED CB No. 1 Aowbcy/C-an�*b= Cloalwassion. trichadrns a bond in the anno-it -1 162AW. NO PROJECTION SHALL EXTEND IN- z 4'-4- Uj CB No. 5 CB 6 < SIDE OF UMITS. X 129.51 2Z"% TF: 129.00 4 An ax-buAll pian is rewwaii Prior w tesuarica at a ctrunrate of occupancy per 7. ADJUST FRAME ELEVATION 9. EXISTING UTILITIES AS DEPICTED ON THE PLANS ARE 019ST 6 SED. STRUCTUP TFA 2 90 PLAN MEW WITH BRICKS e TO 12' TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR FENCE POSir z INV: 124.68 IN N $siction 8 1 10 at the Zonklg ItWhulons. PROVIDE MINIMUM 2'-D' OF SHALL HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO TF: 128.30 )oAV: 12 5 IN E INV: 124.68 OUT W Footirilt drains ate rripired if the buddirw has a bawrivail, COVER OVER PIPE AT BELLS CONSTRUCTION. BEFORE EXCAVATING, CONTACT 'CALL- INV: 123.88 IN E INV: 124. OUT W INV: 124.33 8" b, A hindlic" bond in the salount of $3.00U a requuvd and ilium be subindtad T 9. PROVIDE 6- OF 3/4- TRAPROCK BEFORE-YOU-OIG" AT 1-800-922-"55. INV: 123.88 OUT J6* MAPLE I V- 123.6 8" prior so abria of mytarx, PROPOSED PAVEME UNDER EACH STRUCTURE AT BASE. 10. ALL FILL MATERIAL IS TO BE CLEAN MATERIAL 10 R INV: 123.3§, 6.5R 7. AD placut used in the fiald by the drickip&r rraw beer the atming, " awhorized CROSS SECTION 11. ALL STUMPS TO BE CHIPPED ON SITE. NO STUMPS 13 10'R airLsture atm Town of so" WwAsor. BITUMINOUS CURB ARE TO BE BURIED ONSITE. ANI ARY SOWTAR 5 LF. S. A wstva IW 13 parkaft apscai is hereby Faintrd N.T.S. APPUCA71ON OF GRAD 12. THE EXISTING SANITARY LATERAL TO THE EXISTING V, C.O. NV: 1 . 3 .0. 9 8" PVC 9. As roquostod by the nVA/CC, the dry wells wriust be t-tesnod ane. "intisAnall I%j,* V-7 3/8" -6" 8 V-1 5/8" 4'-8 3/4" BUILDING ON THIS SITE IS TO BE FIELD VERIFIED AND if) " , 105 %J_ �:r �� 0 4.0% a year. PROPERLY DISCONNECTED PRIOR TO REMOVAL OF THE 55 L.F. � 62* P 00. Z2�9�70 10. ArclsisoctursiDaillignislis -Cossirsituic'--olmallou,suotti-addre"ad _F�LMT� QR I EXISTING BUILDING. A PERMIT IS REQUIRED. I t Dream of 6. r,-- BRICI - ir- =1 z "�-CLASS OR PRE IL BLOCK CLASS A A B PIPE SIZE I WT. LBS. ISETTING METH 18" 12" 15- 1 75 lb ] 2 HOOKS I 4" TOPSOIL & SEED 2.5" BIT. CONCRETE V PROCESS STONE APPROVED COMPACTED SUBGRADE LEVE RS -1 M. - - - - . M"'I"'Is PROPOSED �_--w asoullenta an W - ,,- MM am 13. THE E)aS7ING WELL IS TO BE PROPERLY CAPPED 12 L. F\ 4v'fRolmr mRD Nowelatier ", IW7, mu* be addirrowd w the Twn enginales satisfaction. '-8 3/4- IX 1" 1 PRIOR TO CONSTRUCTION. DRYWELL No. 11 12. Typical buffor cross, sectiona toost. tw lavowd Per roqununtrita oi soction 10.4 3-5/8' 14. AN ACCESS EASEMENT IS TO BE GRANTED TO N/F TF: 129.00 11 nw three specitilien us" in the front of the me must Le wftryaj - _j EXISrING BUIL ING INV: 124.13 w PETRAITIS FOR THE EXISTING DRIVEWAY ENCROACHMENT 50 1 f� 8',WMIO 4.OX V I _A_ AS DEPICTED PRIOR TO ISSUANCE OF A CERTIF1CATE OF 0 PRO 3ED 710 BE REMO alack and mine trartiparvint awylan of Stiort 4. . with the alw- V, -17%-1 If-, I topdw sedi dwos likisprini ooplial, of the wkk* wit of jilsina onan be asibm"tad ft OCCUPANCY FOR THIS PROJECT. EXIST INV: 123.18 DRYWELLS N 12 13 du- Contindsown -itim 30 days to be stamped and ing . The lWers, of approva; of 601 t, 3 a ca CIO 0 w 5931 C3 V� this Craivraisswin at wrfl as tht Inknif Wethwids AawA-f(Cmisoriatibn Conrinlisum, FENCe- POS T* 10 L.F. TF: 129.00 a � b� reproduced on the mylars. 113 CH = =1 IXI MI C3 15. ALL CATCH BASINS ARE TO BE FITTED WITH TRAP HOODS -P 4A PVC PROPOSE INV: 123.18 f5I AT THE 8 INCH DISCHARGE TO THE DRYWELL SYSTEMS. 0 AMPLE X 128. After the Con-Aiiakm has, aigned die on4aM dwy will li� returned to you for 56ng in _j61 AjApLE the Ofte of ttie Town CLak by April 25.1998 Alm ffli% thew plane, a cc" of the 30 Cd C90 = = 93 C3 DRYWELL a. 14 PA NT recapic must be subillacted to the planning Depax-MMA E9 C. 16. THE ROOF LEADER FROMTHE BUILDING IS TO BE TP-1 10 02 C90 = = 91 CI z CONC. CONNECTED DIRECTLY TO O.W. #11. -127.0 T5 C' OIL is 41, CAST CONC.. INV.-116. IN 23.1 81, V COWC. 0 TINK .53 30 CP C91 = @3 0 01 .' - - PAD 71, &1 VM uuky yours. 2:9 090113 17. EXTERIOR LIGHTING FIXTURES SHALL MATCH THE a 0% fic 0" PLANIIING & ZONIKO COMMMM lzi A 'C' CONC. COLONIAL STYLE OF THE BUILDING. AROPOSED SIGN CHD MON. ZY r ' 5'-4- N 868-052.28 4til,'41, (SE1 VETAIL) I- SECTM B-B SECTION A -A 18. ROOF CUPOLAS SHALL BE AT LEASI 0 I'LLI VVIUL. 19. MECHANICAL UNITS SHALL BE LOCATED AND SCREENED IF NECESSARY. rhSI -�/* (C EVft /.P. REV CAPED END Q` - - - , I V. 20.28 assia- - I 210. 09' / , , PA W7H CAN CHD 075 T 50.49' E 105f55IC98 waft. J. me*. Vk. Cb.. wjm/psma Cc: Twn &Wieer DRYWELL DETAIL V PSTMH1 P -68:50'J4 W 0 Evsr I P- S-2.76' EXIS 0 'C' 20. CONSIDERATION SHALL BE GIVEN TO SCREENING FEAcE Posr 1 :lu - I 2.5 (00 - - - - - - - - - - - - - DRY (AID EVS77NG DRIW Chief Suddole Ulficial. A044swor Rulimirniawdent of Pollution Control WIT TO Mu TYPE CATCH BASIN THE PROTRUDING FREEZER. TO RASWW NOTE: r- hilrbii 8­8110 - FWAVY DUTY not to scale SM.H. INV: I DRYVE - - - - - - DISTANCE A2()O'* t; ORWELL TO BE PRECAST ROTOI100 DW Dcxw% Inc. OR APPROVO EQUAL 21. THE MAXIMUM HEIGHT OF THE SIGN SHALL BE 12.5 FEET. �10 W RFWOWED SIGHT #VV=115.88 4' r wom slow EXIST 4' CONCRETE 10n 20' R ELEC77?YC 25' R EMST HANDHOW 5IGN EXS77NG EDGE OF PA "MT C.'". 6 12- AUZI FAIS77NO W117E LINE Ex.-C.9- Ex r_ B. NG 0 S RY rF_;lia84 rF.=112.49 - - - - - - - - - - - - - - -- "S17 -9- __V/1�4 _.WK& --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - wy-naN EX. S.M. H. APPROX. LOCATION ACTUAL APPROX. LOCATION APPROX. LOCATION 6"0 SANITARY LOC A-n rr - 119.80 AND ELEVAT ON TO 6"0 SANITARY SIDEWALK BE 6"0 SANITARY INV - It 1. 79 LATERAL BE FIELD VERIFIED LATERAL REMOVED IN AREA LATERAL 1 0'± DEEP PRIOR TO NEW LA1*AL 7'± DEEP OF PROPOSED CONSTRUCTION ENTRANCE. EXIS77NG DOUBLE )ELLOW L/ALF 41i e�xsj .28 '23 S U L L VA N A VEN UE fly. C.B. E'x1snNG W/.T LNE EA7S77NO EOCE Of' PAWMENr =Was- maoss, as,aaaa, assaao_ aaaassai laa­� G G G G APPROX. LOCA77ON 610 r-4s MA#v G G G G G G G G G G G E r r 9VET IG "aaaft X15.1 mv- "aaaa S16N No, 156 No. f87 A10. 186 "Masia. W W W - W W APPROX LOr_4flOA( 12'0 WA7ER MAIN W W IN IN IN W - _1W W W W W W SIVET CHD MON 765 SMET 1110VEXIS77NG EXIST EXIST 9GN HWRANT CHO MOV. CHO mcov. No. 184 x 1. UNLESS OTHERVASE NOTED, EXIS71NG UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-300b-1 THRU 20-300b-20 1 (860 291 -8755 PLAN PREPARED FOR SHEET LOCATIONS AS SHOVM, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN GRAPHIC SCALE I r 1 11-21-97 REV. PER TOWN ENGINEERS COMMENTS RJA Topoalupw FILM j 40 INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 20 0 10 20 40 IBE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2 4-8-98 REV. PER TOWN COMMENTS SRB IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. esign DUNKIN 3 ge, 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Milk 'A ( IN FEET ofessionals I�C. R P, BY A LICENSED LAND SURVEYOR PRIOR TO Is DESlGN: RJA DRA W.- KY1 R,1A CONSTRUCTION. 1 inch = 20 ft. I jot-9 No.: 96-925 1 0A TE 10-JO-97 WF mw 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 1 civil engineers * planners a surveyors I WOB \ 96925 \ 96925 SULLIVAN WIN11MR CONNELMICUl' 4 imPRESSION SEAL AND ORIGINAL SIGNATURE LIC. No. 165 south satellite road, south windsor, connecticut 06074 DRA WNG NO.: C. AVENUE - SOUM OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY RICHARD P. MARTEL ==0000 __1 7�7 �!K 1w t wt P", 4 -.4 -23 41 A ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED NTH A 4" MINIMUM OF T TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE 9 9 a 9 Storm Sewer Structure o LL P RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 el": -4: 0 T OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT PROPOSED TO 50 PERCENT CALCIUM PLUS MAGNESIUM DRYWELLS No. 1-7 To 5 OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POU� POUNDS PER 1000 SQ. FT. TF: 130.50 Flow -.u- Flow p M INV: 125.13 NIF_ 9 9 PERMANANT VEGETATION COVER I 7H_ NPGH,901?H00D IPROPOSED A-/ fAnchor with two 2"x2%3' SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 P MR Or-- OUSED CB No. 3 Stakes In each bale. USE THE FOLLOWING MIXTURE: CB No. 4 DR2 r TF: 129.00 KENTUCKY BLUEGRASS 45% TF: 129.00 INV: 125.55 IN W CREEPING RED FESCUE 45% INV:126.00 OUT E INV:125.55 OUT S PERENNIAL RYEGRASS 10% INV: 125.33 8" INV: 125.33 8" APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED 130 - - - - - - - - - - - I - - - -- - - - 132 AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. EX. S. M H - - - - - - - - - - - - - - - lia = 13.3, k I - - �- - - __ - - - - - - - - - I ­ __ � - - - - -134 gybale Installation at Catch Basins X 135.03 TEMPORARY VEGETATIVE COVER X 136 136- X 133.67 I.R. T - -- SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 1 , I I It 'k I IL ;AININU/AL IN 4Vr LOA" A, I it A I A I A 'PPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. X 136.91 F1341 �57 X 133�45 EXISTING 10' SAN./STORM ["ST. EASEMENT 1. P. 1� PVC I L.F B* P 5 L.F.- 8 PVC 5 L.F.- 8* P 5 L.F�- 8" PVC... 5 _F.- 8' PVC 20' BUFfFR L LEGEND lil ................ . ........ ... ....... - ----- ----- ... ............ INV- 125.13 INV, 125.13 INV: 125.13 INV: 125.13 NV: 125-13 EXISTING IRON PIN SILT FENCE INV. 125,13 / I (TYPICAL) 1,301 EXISTING MONUMENT X 129.51 EXISTING SPOT GRADE Mir= ENW=- PROPOSED SPOT GRADE A 9.5 90 L FI 0 4 DII 9. 15' REAR YARD X im n4. -130- EXISTING CONTOUR SEDIMENTATION AND EROSION CONTROL NOTES 5. L.F 5, L. F. PV C, X i 8, PVC X 135. 11 ['30 PROPOSED CONTOUR 4.0 -0 P 134,86 PROPOSED X 138.70 EXISTlNG CATCH BASIN AND PIPE Project Description I 1 8 TREE LINE -)c ZK PROI PROPOSED CATCH BASIN AND PIPE The project is located on the north side of Sullivan Avenue c) POSED PAI?CEL DUMPSTER 5 L. F. REA ON 8" P VC V 124 PROPOSED DRY WELL 16, PROPOSED 0 4.0% in South Windsor, Ct. A CONCRETE PAD 69V,5 sq. ft. (SEE DETAIL) > 5 The proposed development consists of the construction of DUMPSTER \1 / EXISTING SANITARY MANHOLE AND PIPE - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 C 0. AREA ON /1\ a 2300± sq. ft. restaurant, a 3250± retail area and 50 parking spaces. AD PROPOSED SANITARY MANHOLE AND PIPE 12' N RE -Fr 1.59 ac. (C�SOEEC ]TAA'11L%J PROPOSED PROF39SED 4' CONCRETE MENU EXISTING WATER MAIN AND HYDRANT Operations and Maintenance WALK (TYP. OF 3) 1 . All erosion control measures will be constructed in accordance (SEE DE TAI P EXIS FING EXISTING UTILITY POLE 15'R r --- I lop, rp, 4 TREE 15'R UNE X 138.88 PROPOSED LIGHT STANDARD with the "Guidelines For Soil Erosion and Sediment Control" by the Connecticut Council on Soil and Water Conservation. EXISTING TREE LINE X 132.6 45 X`138�86 2. All erosion control measures are to be maintained or replaced HLP. PROPOSED TREE LINE during construction as necessary. NV� 12 TP-1 - -- - - - - - - YARV TION AND NUMBER 3. Contractor is responsible for implementation of all sedimentation 04 DEEP TEST PIT LOCA and erosion control measures shown on these plans. Th is 0 PROPOSED SILT FENCE 1r, is T. responsibility includes implementation as well as maintenance. HELL �31 66'- W PROPOSED HAY BALES Any proposed changes to this plan must be approved by the SEE E #13 FX16T EXIST engineer and/or the proper local Town agency. PROPOSEP )/P /.F A C'1_ RESTAJZANT AREA T RErAL AR" 77 Q, PROP06F-P 'r - & ------- L_ I usl on an d se%dim en tation car, trol m easurles wil 1, k- e_ im stal I ed down I-10 f IN16HEP fi-OOR ELEV: 1'31.10 ,t-U M_00R FI FV: 0 gradient to disturbed areas prior to construction. 5. Areas to be left bare for more than 30 days shall be treated with 7 air dried wood chip mulch or seeded with perennial rye-grass 12 0 PROPOSED LAJ 4� V) until final grading and stabilization is to take place. FOR FOOD PROCESSING CB No. 2 PROPOSED NIF NIF WASTES ONLY DRYWELLS No. 8-10 6. Additional erosion control measures shall be installed during 9 24' TF: 129.00 ---d*- 24' TYP. a_ TF: 13d�.50 construction if deemed necessary or ordered by the engineer ONA L D IVAR TIN INV.-126.0 INV: 126.23 IN N ALPH C. & MAR)l T )I INV.=126.0 INV: 125.23 OUT S INV: 12 53 and/or proper local Town agency. 1/"�� INV: 124.73 + 7. Contractor to periodically clean catch basin sumps as required 31.00 HALL FOR SAWTARY __ I d 1,36 SEWYAGE DINLY HDCP during construction. _16�0) X'1,31.a3 A, ON SIDEWALK Ian 5,� , ",r RiM A -A Construction Sequence H CP + FI,30.3(] A MP .4 19 wt- F. 6 P YG 1 0 I , IV/, INV. 111124.504Z_ TP 8' TYP. 1. Prior to start of construction, the contractor and developer shall 4 '-1 ROSE D. have a pre- construction meeting with the Town of South Windsor 5 F. 6 1 , VC SDR�35 A VR Building Department. C LSE 45R I ? PE TRA / TIS T rr.�r 1, T LZ I iTONE TO BE PLACED RJC MATERIAL (TYPICAL) 2�25'11 INV. IN-125.50 -, 0�. 1 2. Prior to the commencement of any construction activities, the INV. OUT=1125.2 130 " .) 1,* 1 contractor shall install the siltation fence and construction entrance 'R PROPOSED pad in accordance with the plans. Z PROPOSED PR ED -) W )__1 or, CB No.1 CB No. 5 CB 6 't F_ X 129.51 2�� EDGE OF PAVEMENT 3. Clear and grub area. E*Xlsr 0 SED. STRUCTU� TF/I 2 90 TF: 129.00 rENCE POST Z TF: 128.30 INV: 124.68 IN N SULLIVAN AVENUE 4. Strip & stockpile topsoil from proposed developed area. 0 �AV- 12 15 IN E 0 IN E INV:124.68 OUT W 5. cap exist. well and disconnect exist. sanitary lateral. INV: 123.88 V: 124. OUT W A, N * INV: 123.88 OUT J6' MAPt E NV: 123.6 8" INV: 124.33 8" 10'R ANTI -TRACKING APRON 6. Fill and grade areas to proposed elevations as depicted on plan. INV: 123.38,-8;, NIS ANGLE POSTS 1. SET POSTS AND 2. STAPLE THE SILT 00, 7. install all utilities as depicted. EXCAVATE A 6%6" TRENCH FENCING TO THE 10'R 5* UPSLOPE UPSLOPE FROM POSTS. END OF THE POST FOR STABILITY POST SILT AN AR FENCING SA"TARY, 5 L. F. 8. all surfaces requiring pavement are to be paved at this time. AND SELF-- 0. 00.50. C.O. NV: 1 3 CLEANING. 12" C 8" PVC 9. Provide 6" of topsoil and seed disturbed areas as required. 0 4.0% NOTES. Excess topsoil and unsuitable material to be removed from site. E 12" MIN- 55 L-F. -32* PV( 11�2�90 t J6, MAPLE,-` \��4 MAPLE PROPOSED 40' f7?OlVr YARD 7- S" A .4. dA." tu bem k- wtk A 10. All sedimentation and erosion control measures are to be DRYWELL No. 11 T 3. Akm*� Me" " bo hobdWd t2v �tkd W­*. 12- TF: 129.00 b4_ WP *( *� W-tw 1. Ir (�) 0.. hd" bott_ .4-two 0 4.0j 0 4.0 M wh - Pam. operations and remain in place until soil stabilization and .1 r -1 periodically inspected and maintained during construction I 8.R Ito 0;, 50 L. VL EXIS RNG BUIL ING INV: 124.13 4: 0 C PROPU�i - rO BE REMO f SU-N. *W ~ H-20 Mod" rkwl. paving is complete. 0 INV: 12 .18 13 < INV: 123.18 DRYWE S 12 4 1�1 PLAN VIEW rp�4 3 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE TP- F LTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT 10 TF; 12 0 SM ryn 'C" ca IL `0 e 4-1 (*M/ft) FR" AND CONOR 094M TATH MAX FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL 8� PVC PROPOSE& INV: 12 18 'N:��TWD TCOOLOW or spom _�4 CLft L" X 128. 0 i DRYWELL Oo. 14 J6 SM M.K ntMX TP-1 PA NT AM COVUt COMPACTED I 1--7F�.,127.00( TEMP R RY SILT FENCE 10* MN J T5 tz._ OIL (TYPICAL) T- Time Schedule BACKnu. INV.-116. INV- 1?3.16 81, VC TOPSOIL CONC. 7� K A, 0 STOCKPILE PAD 'A_ It is estimated that �P, It is estimated that construction is to begin in the spring of 1998 % -C the project will be completed summer of 1998. R D SIGN a _J EMS T. V. (SEE L) Awid MAa CHO VON W"I of &%ML r Z.- L EXIST N 868952 28 STEP E 1051554.98 - - - - - - - - - < 50.49' -D P. CA ED END RESPONSIBLE PERSON(S) FOR IMPLEMENTATION CONSTRUCTION OF SYNTHETIC FILTER BARRIER v 20 28 PA PSTMH1 JWffIH CA IV �68 *JO'J4 W I TF 124 -D EMS 1. 4 P. OF SEDIMENTATION AND EROSION CONTROL: ATTN: TONY PACHECO S-2.76' <1 20 COUNTRY CLUB BLVD. 1,01 (/VO EXIS 771VG 2.5 (0 A iro or, NORTH DARTMOUTH, MA. 02747 '.A DRI VE SECTION A -A SECTION B-B DRIW INV: 1 �00 i 70 ArWAOV (508) 999-3826 42� SILT FENCE SIGHT DISTANCE 120( (TYPICAL) V, SEDIMENTATION STRUCTURE not to scale EXIST. 4' CLVV0?E7E WAL�r 25, R I ELE TRIC .20' EWST __1 * HANDH04D 12- AU�!; E)65MVG MHIrE LhVE CONSTRUCTION -------- F, EX. C 8. Ely. C S. ENTRANCE PAD T F 110, 84 rF.-112.49 - - - - - - - - -- - - - - - - - - - - - - - - - SEE )E-TAX INV-110 14 EX. S M, H. APPROX. LOCATION ACTUAL LOCATION APPROX. LOCATION APPROX. LOCATION /?VV=11f 79 LATERAL BE FIELD VERIFIED rF.-119.80 6"0 SANITARY AND ELEVATION TO 15"0 SANITARY S DEWAL TO BE 6"0 SANITARY 1 0'± DEEP PRIOR TO NEW LA AL LATERAL REMOVED IN AREA LATERAL CONSTRUCTION 7':t DEEP OF PROPOSED ENTRANCE. EA7577MG DOUBLE YELLOW LINE d9l S U L L VA N A VE /V UE EX, C. i I. EVSTING ffilirE UME Ewsnvc ED6r OF PA whcN r G (4 G G SNET APPROX. LOC4 77ON 610 GAS MAW G C, �5_ J !WET SNET SIGN No. 188 APPROX. LOCA770A( 12"0 WA7FR MAIN Mo. 187 No� 186 _1W W EXISf-- W W W W W W W W W W W W W W W CHD MON SWT Afa 185 EA7SAVG CA7ST _SIGN SM7 HYDRAmr CHD MaV CHD A10N. Ha 184 1 UNLESS OTHERVASE NOTED, EXISTING UTILITY LOCATIONS AS SHOVM, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT SEARS THE IMPRESSION SEAL AND ORICANAL SIGNATURE OF THE PROFESSIONAL ENCANEER/SIURVI�YOR. p­ REVISIONS 1 11-21-97 REV. PER TOWN ENGINEER COMMENTS RJA NO. DA TE DESCRIPTION By TH16 PLAN 16 ffOR 60PIMENTATION ANP r=_)l E_-RO61ON 6ONTROL ONLY, ANP 16 NOT TO P'2-rE U6EP ffOR U-FILITIE6 6ON6TRL16TION. 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I . -- - -, '=='---r-�- : -------- ----.-.--. =--- '---'-'---::-'---L-:- - -.-.- - - - _:-__:___ -.- - -- - - -- -_�:, - -- - - - -- -- , - - , . - _:- - - - ._-: .- - - _- -�=== - _ :-7_-r, , _7 - .1 . o . :_. -- - - - - - - -- - --- - . -- --- . ._ __ _ - - - - L - - - - -' :--- - -_ _,"- , :_ _ _-= :: -- ­j:�-_� - _ = , --_- - -L ': -_�---- _ - - -_ - - - . . . - - . - .- - - - .- 7� - -, � ' - - 7 - - r-- - '-- -: - � _ _ . _ - - - - : __ - --- -' -� -:-- --: � -r -----.-=-- -=,- --- --- -- -- R ( - - - - - .L - r - - - - - - _7 --7- � :� - - - - : - --! - - = - - - - - L I A I L' � - � %- - - - -7 -�f- -' - ----- -, - =-'- L - 7 -- ' '= - -- -- � - ' - - -- - . - _lz_ -- - - - - - _ _ _ __ : _ :.__.__ _ _ .__ __ _ _ __ - - - - - ,--, -- - -, , -- " - - -- - - - r - - �� - -, - - - - � - - . - - L - . __f7 -- - - - - - -- -- - - - ,- - -- - - - - - - - . - : - -- - -- - - - Z:- I - L .---- - - * - - - -- -- - L 7-_' - _ � - ___ . _ . -:� -- : :� ---.--7- --- - - -- - - . -- . r I . r - - - - - --� . =- -. -_ '7.: - : I : =- - - - -_ -�m - - - , - - , -- - _ _ � -- _ _ _ - __ _ _ __7 _7 - - - - � - - - -- - - - F---- -- , - : - , . . :_ - - - . __:- -L : ,.- -� , , - r , , -- . - . - . - . � - w - =7 . . - - - . . -- -- , , , ---r, -7. - ---,- - __ _ _ =: .= . - - - - - - - : -_ ��- -_i __- * - -_ , _- ---- - . - -- , - -- ' -- - - -- :- - -- - - - - - r - - -- - - - _��=_ - - :- - -- -- "". - _ -- - . - -r-- - - ---- =---: _- - --* . -. -= = - -- - -- -- - -- - - - - , - - - _- .j: = - -- . _ �: _ . _:. :_ - . . --7 - =: - . 1 - ::.-- - - - , __ _ _ _ _ __ _ _ _ . __ '-- - -"- '-- ' - - - - =_� - 7 -=--::. = - - � - , - -_:_: - _: � - - - - � r- I ----'---r----""--------' .-,=-,---,=---. - -",------L'-''- - _ _:wl : . _:_ - - _-_ I NAN I -- I - -- =7- ---:7 . -L,-: =-7 -- : ----', --�' --' -=----'-�-: - -- -- " - -- - ' - 7: =-- - -- - _ . __ __ ___ _ _ _ Ll � - . . - --- - *=, -, -, ------- - - 'r , - -- - I I _ _ _ _ _ _ _ _ . - r --. - -=, - - -_ - �' - - -- - .-= . -- - - - , - 7 , - - -. � - . - - . - - - - - - - - - --Z-' --- --� - -- --- . ---- - --' � - -- --- - -r-- 7, i- - - -- :: - : -:�:-=- - - * - - - - - -- - - - - - -7- =- : - - - - --.=-===-=-- - - -- - --- - - - -- � - ---- -,------.---.- ---- - .. - �--- - --- - -- - - - - - - - - - - :- 7- = --=. 17- --_----r--'----- - - - -- I - . - -r- .- -_-_ - -- _- -- - , - - - - - ,- ---- . -- - - . - - L - .-- �- -:_ __: , - - - -,: - - -- - - . - - - � r . - _ _= - r .. I - - - . -- . - _ - - - . - -= - -- - ---- - ---___-_::" -- ,--- - 7 � " - - - - - - - - - - , . - - - -- - - � --- � -- - . . . -' - - - � - , - - - . -.-.- - - - -.-- - - - - --- .- - - LL--7L- - � - � - .. - - - r . . . . - -- - -- . - -- I -" -- L - - � - -� ---T - - T-- -- - I - ---- . i -- --.----- - -- - 1-1 ----- - - I - , � . I- - L--.-r.-,-L , r L-�� : t -1 --:7 � , 7-�-, - , I - I- �,.-; - ; JL r L -, I I - - I , 1- - I : - - - - - --- - i '� I i I - � - - - - - 11 -� - ! -.' � : : 'r I -., I i I - � I I I - .. I - I � I - 1 11 I i ; I T . . T L -� , � - i L - , , , I -, L . . � .. , - '�� : L . r - I - I . . - I I I r : - --1 1 � - - - - . . I - L � -- - .1 F . -:� - - r-, T-- - I I : I -1 .--;- . : - I . , , . I I 1 __ L I I r , I i -- I I . � . _ - L - -- ----�- - L I - I I I - I I - - I I �' �: �:, � i -r -�_q, � - - : . - , - I . I - . : , I I I - � I - -- -, I I - I : I - . I . . I i - - L � - - - r I � - - - - . . '. --- I I I-- ,-T-J-T-, , �l - . - Lj- - - �_-_ - , I - -1 � � _: . - I r � 1 7 - I I I I - I - - - - � _: _: - I � I � - , - I I , - r- I I 'r, I -� - - -- -, . . I - . - , - . � : - I I I � - - , �t - . - � , - : L . � , - r . I I j I - � � . - - . � - I I : - -- -- � I - -- - _J : . I . - - --- � I I . --- - - 1 I - I - I ; --- I Ill, I :: - I I , I I I I I I I I . .. �� - 'r - - . I I I I -- - i i I -7---- - ___r -1 ; - _ I I I - i � I I L L .L_ L -- T . - . , L - , - I [t I . .. I - � - � � , I I r- -.L - I I -t , I . I I - - - . I I I I I L� I r- : . , : � � - FIE-qE: ]E__ - -�- - - . : I i I - - - - . I I L - I -- . . a - �- ,- " - - 77-r- = -, r' - r 7 . , - - I 11 1 1 1 I 1 1 . - : I -` ---Li-LL-1-1 I 1 1 - 1 -- r-, I I 1. I I , , - F4- I - I --�3 - �J- . , - . : -- , - I - - - " , - I 1 - - - - -I-L- - I � : , - � 7 L- I I , -- I I i - - I - . - . m- :j I I -- - - -- I L- J - I r , r I � : 7 1 , . . I . . I I I I ­ - -- I i � L'i - i I I - - . - r,- - � , . � I I . - - . - - - - I � � - I - - - � I rl- I - , � -�r' , L' : 'I. � - � ,- , . , , , , - . , ; . I , . . I � . I I I f ,I:, ,- , -T -,, - l.-z , : I : L , ; i � i � : � , I ! i :.! I i 1 71 ; I I . . , . �-- , 1 . . L . I I I , . � ! � , � � , 1 � 7:-,;: �, " I � I I I . - . I I . . .,L . � : . . � . � . I - I � . I . I . I � . . - L � , , , , � , .,-L- I � - �- � - .- . - - - - I -,! � .. I - , � I . I - - - I . I - I .. - . - . � . I - � . . I . : - . . L I - -- � , L I �, . I I . , - -, I I T, " : : : " , * - 11 : ' . I fr ' : � . . . I � - � I �-- .: - 1 � � ,:* A : I I . . . . I .. I ; " _ , , '. ' '. - � I - - , I r . . � -- : : : -.' , - : : r - - . . � r- - , - T' 1 � I I - .1 L 1�., L --_A,,- :. � . - . - - : - I - , : _ , , - -, I � � . - �- : , ; i - . I- . _ , , * , - - _ - , - , ­ , 1 -7 - - - -L-; -1 , � r 1 -- I � . 11 , _ � � , . - I ' -** �j -- -- - - - ',� � � � -" . . I - .. ! � - - . , � . �, r - . 1=:� - , , LL , ' ; - .., , � I � . : � . I -- , � .� , - , . - . . I -- I .� . - - -1 - .1 -- - -- - :- ' ' ' . � � T ' ' _�, __ . .- . - - , L , . - - - ! - - � � - - - , - - - - *1 I - , I . . , .. - - - , 1- . - - : , . , , , . . - - . - � r - - - � . - . T , , * , I : -- , - . . . I I . - - , -, T I . . . r i� I . . - . . - - . r , - . . - 7 - 7 � . " , - , . I . � - , � � T � I . I ; , . , : : , . . , . , , : -, " � - I I I � - . . . I - - � --1 , . � - - - I . 1 . � , I - . � . . I - . L - L 7r T . - ' . - I . - L - , ': I- � 1. . ., I � - - - - � - � . �- . , : - - : - : - � . 11 .. . � . I , - - I .. . . ., . I . I . I - - � � -. -, , � . . - . ,L_ , r . . 7 - - : I . ! . , , - . r . � . I - . I � I r � . � - . . ! . - . � : . � � � - � . : , - . I - � : � - r . I � - , I - . I ­ I . . I r, ' L- ' ' ' - - - - i - 'L L, I -------- E, -L , 'L. � - , _r __I__ _ , , �--: I- .., - - 71 - - -1 , - - L - , - , - � - - ..1--- � j � !�:-, -�-�� --I- - � � ��,T ---L-r I "---,r-: � -;_- - - , � iT- - - - ' --1, : -1 r-, - - - r -,- . '- - � --I j I - ,- ­ -L I-- " ' _E _ , � - �Z-ll ,- -r , .L - - L ,-- . I , � - - � I - - � . -- - , 1 L . � L 7 j I r r : . � I I , i , , ,-, -' I . � I - - , I I - . . , - , - , - - , -� - . . - � . I - L I . I - , . . �­ � , I - - -1 - -7 I � - , - - L . . . . - I i - - ' ' I "- ' ' ' : ' 1 1 � , - - � 'I L,_ , _ , ' , � � � I � , - , . , - _ _ I I I L - - . I . I " I ---- - - �-� - ,- - - - �T � , � , � ]r --i r- 4, -I :-;- -� . L-- a. --: - � -- - � � - - - , , , r _:J� --- 1:;=-� ,-�I- , -� --- - - 1- I - 7 , , r-- F :- T- _ - -T , - , - . - . L L - T L � . , ! , - - I :- , - - * � - - � , I I , . . .- - . r � . - -- ,I L � ] � I - _ - - --'- - ' - , I . 7 ' , . , _ � , : I , , - . � - -, 'r -r - � - �i .., ..- "- -- I---,-,- - � : I : � I - : : : , '4-' � I , : i I : , . , - - : : : , , , , , 1� - - � - . -I -- - - - - I , ; , -, . , : --,L -7 -, :--, , : - : - -. - . � . - - - - - I , , . - -� �L:r ", - � - - ' - � - , . I . � . I � � -- I -1 I : - -1 - I - � . . , - - 1-1 . . - 1. - -- - -- - - I "* -,- - ' . : * ' 1 -- - ' - : - ' : -- -"� . I - - . . - I � - -, " - r I . , � , - ' , r , � � , ' , . . - - , ' : � : , ' . " ' � � , - I - - I � . . . L � . � , � � I I � - , - � . . : � I � . r I , ' ' : ' r ' ' - . � . I - : I : - � � , " ! r . . T . : - . - - I : , � L , , ; a . � � � _: I r - I � _ , : � � I L - . -1 . ,- - . . . . . - I . r . - . . - .1 I . I - -1 - __: - - -- -- � - , ­ -= -1 - , �� - -- _ �TY-�:� -., , - - _-, r � - -�:.j :��:-,7 :�- " ' . ' ' - - I , ,_t__ . .; ,--' , 11 - , . - - - . I I I I . - I . r , L., I --- � � , - � I � � . � i I . - , - - - - * � f : �, I L - ' T I � , - , I , , I --- � ,� . - I � .. I . - , - - , - :.'- : : L' , [.: ; _ � , -:-- -, , - * - a L , , , i - - ;_- : - : , r . I � I ; �: , ' - � - I � _ L - . . I � . - � - I � I - - - - - . - . . � . I I I , r, , - - . I o I . . - , -. , '.. I I . . I . . - . � r . r � , - . I � - - I . - � � I - - - I . . � I -- . . . . I � . . - . . . I - I - - , - � . . - * , r ' *, -. , - - -ft - . - -- T- I- I �� -� * �.- - " -,--�r,(�� r- ::--Lr- 11 1. -1 -1 -! - - . -1 I - _ 17 ' - _1-_:� I , � r i _ , �_ , '-_Z : - -� 'L - . � * r : r � --- -, : ; - : � -1 - � : - ; - i : � . - � , I I . , 'T I - - - .-I : , , � . I I I . - - . - , , - - . . , -� , , , , : : , -,-L -- , � . . - _- - _-_ . -: - � - , .1 . . . - , - , - -, . - I , , - - � - - , � 1. - I -1 -- . I - , 1, , - . A . - - I I I I - I - - � � . I , - , - . , ;- - -1 - -. , 1 , - , -- -, - - � , . , , . - - � � . . - : , , -, , T : , : , : : , . 1- 1 - H, . . I . ,-, , I . , � . - . . - � � " � , I I - . - I I I � - - - . � , :-, , _ _ , _ . � : 11 - : � I . I I . . - I - - I - ! - - - - , . I I I : - � . I - I .- - - L ' -. ' - I � . I :� *l-t ! � . . I . . . , -L � , : � 7 . I I I . . . � . � : � � - � I - , , I - - L-- I , . - . �[ rm-- -- T* T - , 1. _T* ' I - I- - - 11 --:i-, -1 , --L i.'- 1- - ' - , rE , :'C:' T:,.-T � - _ , _ f_--_ � . � . - - I , L . " - � " - � - i . - . I I I I I I i � I - , r , L _ I : I ,� , . I - - , , - ' ' , r ' ' - . I - , - , -1 , . . -, � � _ 1 r F � - : ' � ,- �, I . , . I I . - � . � - I " : ' ' i� -- , . . , , - r . � - . - �- . .- , _, � L , � -� - � - , , . - I ,- : ' � r 1. 'r � - :_ - - i L r � - . : , : : .... - , - , -- -1 -, , - - - " - ' - ' - - -'- " - - , _ � . � , � . _ . - - � IL , � , � - , � : - 'r , I -_, : -' L - . . � � ... --- - I - . . � . . - I " � . - .-: : , L ' : : - - - I - i- . - I . � I � � .. . . - I . I I - I , I - * . . .1 . I . , -- . - . � , . � . . - . � , � w . - � , . � I I . I . - - � , , � , : � I . . I , - . . . . - - � � . r - I - I � L . I I . . , - - -,-- - . - � . . ,,-X L - _ _ _ -- , - - I - � 'L - - T I 1 � , - -- , I I I - - - I , I rr 4 � 4 � I- 7 , - -! ---- , � I � . � - I � - � . . ­ L � . L - - , - - , - , T I - � . ' - ' ' - - - T � � & I � , + -- - -L- - - . - . - . . . - . . _ , � _ _ I � , I . - - - - - - : . � * - , . r - -, a � t � v a I . I - - I . - I � I , ------- � I - I -- - -- ---- -- --- -------- --I ---- -- ---j- - � , �, ---:- - - - --- - - -- FRONT ELEVATION. SCALE 1/4' = l'-'L')' I 7 - --- -1 : - : � - - , � - : - � - � - - -,*,-�-�-,-,-�� r - - - - - -- - - -. - - . - . - - -..-- -. r f.*,-- -------1 I - - I , - - . --.----- -------- - -- - . - I-- , , . I I I I , --- - , , , , I -11 - I --: I . I ,- - J - - - 1, , " I - - - ,- - � : I I I � - , -1 -- . , -,- . , - i - - - � I � .1 I � . I . I � . - : , . . I - - I- - -- � I . . - - � I I T,-, -, - -.1- I .: I - -: . . '--� ' - -1 1 '-. - � . , . ­1 - -L , .- , I '----, -, :7 ' - � ' I- - - I ------ i-I , � , -, � - -- , - . - : . - I L . � . - - , . �- :- -, ! " :- ,:I-- - - ,- - --, - " - ! ,- -Z -, I . . , - � - ". . I , - 1 . I _: - - -, �- --'. - T--,- --;7, . I r 14 , , . . �'- , - .--:i-,' �- � : t'. � : -�L� - - � - . , T , T � . � : I . . , . . , � -, 1 - -T - , -I - - " .- - . -- -- !-, . , � � � - - - . - , , - I - - I --I I ,L- - , , � , - , - � I , i I I : -. - I , - - , - - - - --. . . �i.! :-- ., , ., -,� i. � : : , , � - - l - - , . 4 . . . . . . . . -- - L -, - - - - - - I . - I - ­ ". , � I � - - � - , . -...-T-::7:. . . - - - - - - , - -- - ,,- � -- .. - : _ C , '�� ,-! , , , I ,- , , 7 -- - 7 - - -' - , � L � ia. T. T' ,-- : r- -'-'! -� : , 7--T., - , I - T-- I - , , , - - , - , , : , r w 11 � 1, -, f , � . I .. I - I . � - � I . . . -- ­ - " � I - - I ' -- L -I. I � - - T - - - -- : � - -I - , I - , , - - - -1 - - " - - - - ,- - -1 I-.,- I � - I T - - - i I: . , �-- - -1 , - , _- � : , * . -- - � , - � - - - - , � ,-I ----- -- I . I - --- , � - � .--� . 'll , -- _-.: - � J - I , , �- - -.- , I I - , , -, " . -1 : - I- . ,� ---a-- -� 1 - - , I - - � , � , - . I - .. 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F '- '- ' T L �� - - - 7 - - -r -L��- -11 - - - -� : ,- -,-- - I I - - - � I- T-, � -, - . r - : I -- � - - - . 11 T�� , , , - I , T , . - L � T - _ ' , - 1:1- , - J - i - . - , i , i -r- I ,.,- T- r �-- � :::- -_T:�i� -- - - . - - -L , 1� t - - r - - -L _ . L ._.r � , , , .. - ��- . , , - I I , � 1 , � ,--. -, -",", r- i: , - , -- ."- E- - :: , �i -�-i, . - -T-' - r � r . T LEFT ELEVATION. SCALE 1/4' = I'-G' YARD LAMP ELEVAT Sk"AlLE 1/4" = l'-C" C) E n 0:--D ("'*��� (--".-\ 'O' E)L-'-O`D E E (--.-\ /"07 � E ) UO /5:zl.-.. 00 I'D ("I �lc 0i CD < X L�j _j ";J- c 1� P� W , < r-- m �- a", ol L-d x z cu cl D� ,-D (/ U\l �� I 00 \�� L-j c:) n , -t D w . a � N C70 w M (a . - �' I -) a) 4i crs �- ll� 0 m z � I'll 0 " 1 0 t1l - V� 14 11A < -,� --) -) "i - z - - - - j ---I f::) � - I 1:1 < C:) a.. -, , I � " 'rY7� a<- �-:l ; "I \". ! I ez) I I/ �- 0 0% ly- Z. 0 ,-1 .- U) �-- < u 0 O z-i 0 M) 3: M �- D 0 0 IMA W �-- < > bi -j w mo fy_ LJ F- x LLJ - - R; �,'14 - I NUM BLL . ., 1- t- A FILE NAM[: 9614'3AP , - . IV - 7- ttt-t-A F-----] L MECHANICAL DORMER HOOD VENTILATION-, T_� 7: L 7-77--7-77777 71 7�: -1 i- r7, L L T 7 r- i" L T 7 7: L-T-- J I- r -T A -I -a 7- 7L LT. \0 -T -71 17, -I-,- r , - I :� p , T` 'T T , 1- T-1 T r a I T 7 T-- 7 �7- T z �1 -T. r L MECHANICAL FREEZER/COOLER IT ROOM REAR ELEVATION. MECHANICAL SCALE 1/4" Poom 777 m LT T v� Z T i T 1 771 T 1 ir 1 T 17 T- I A r T E7, 17 r --T L Ll- 1. .17. 4� r LL P- - - - - :-�- --'-I -T 7 r Z7 L: -:-, r :11 1 --' , .1-. -- _-r I- - :,� ; " I - T 111:, r -7r T 7' T R-IGHT ELEVATION. SCALE 1/4" = 1'-0" r- X C= E) 00 Cu CD _j 'It nq cd f G" x z 0i 0 Q� ',D m c (Y) pq I OD ci CD CC) C3 z "1 0 0 0 0 LJ Li -j z u CL U Z 0 1% cv F---4 F— z 0 > u z LLJ D r. LJ T cy- D cy- LJLJ F— x LJ N1 41131 P FILE NAME� 96143A3 L 1 V A A V f /V V E ,I fir.-•_ . ,r,��- .. %r•r��'F�t��,� .tal Buffer Planting Profiles Scale: 1"=20'-O" 6 5 Years I. UNLESS OTHERWISE NOTED. EXISTING UTILITY ! LOCATIONS A'S SHOWN, ARE BASED ON AVAILABLE ---- ---- -,- _ _ _ r__ __ -- -- _ -. _ -- ,--___ -- i (860) 291-8755 INFORMATION, ALL EXISTING UTILITIES SHOULD ( TIZ" (-`l A+ �!°NS Sµ�T Rk*� #%ptgy 1 [C f BE FIELD VERIFIED PRIOR TO CONSTRUCTION. t - - _ • _� ��-___� CN '"` GRAPHIC SCALE esi n 2 ALL UTILITIES ARE TO BE STAKED IN THE FIELD---�--- -- - '---- -- - - - --- -- LAND PLANNERS 20 0 +0 20 ao �+ ■ ■ -- &rofessionals, Inc. B'r A LICENSED LAND SURVEYOR PRIOR TO - --- F- -- -- --- -- --- --_- - - ---- - — LANDSCAPE ARCHITECTS `--PIF i --- CONSTRUCTION 1 3. THIS PLAN IS INVALID UNLESS IT BEARS THE - __-- -.----_ _--_ _—_ 571 HOPMEADOW STREET � � ��'T IMPRESSHE ION SEAL ANDDNAL ORIGM L SIGNATURE fJO. ��.ti 1t. �- `_------ - - --- SIMSBURY, CT 06070 - �' - 1 inch = 20 ft � civil engineers planners surveyors OF r OE SCRIP T1ON d Y (203) 658-i988 FAX (203) 658--1217 1 165 south sotellite road, south windsor, connecticut 06074 PLANT LIST SYM. QTY. TECHNICAL NAME COMMON NAME SIZE COMMENTS DECIDUOUS TREES 5P 1 BEfULA PLATYPHYLLA 'WhNTF5PIRr-' - - -- - -. . - . . . -L. . . .. — -_. .. — Wi FITFSPII2G RIGe u . w r � it r. . a_��,• u r V-�0 �, �. aE R ✓65 6T 2 6LEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER HONEYLOCUST 2"-2 1/2" GZ BtB PG 9 PYRUS CALLERYANA 'CHANTICLEER' CHANTICLEER PEAR 2" GAL. MIN. 545 EVERGREEN TREES ABES 5 ABIE5 5AL5AMEA BALSAM FIR 6' HT. MIN. 54B ABC 5 ABIES CONCOLOR WHITE FIR 6' HT. MIN. D45 PS`r' 2 PINUS 5YLVESTRI5 SG07*5 PINE 6' HT. MIN. 545 P5 !q PINUS 5TROBUS WHITE PINE b' HT, MIN. 545 PC6 4 PIGEA CONIGA 6LAUCA DWARF ALBERTA 5PRUCE 5' HT MIN. 1545 TS 5 THUJA OCGIDENTALIS '5MARA6D' EMERALD MkEEN ARBORVITAE V HT. MIN. BdB DECIDUOUS SHRUBS IV 41 ILEX VERTIGILLATA WINTERBEIRRY IS" HT. MIN GONT MP 12 MYRICA PENNSYLVANICA BAYBERRY la" HT. MIN GONT VXM 'T VIBURNUM X "MOHAWK" MOWHAWK VIBURNUM 24" HT MIN CONT. EVERGREEN SHRUBS JP 12 JUNIPER 15 PROCUMBENS NANA JAPANESE GARDEN JUNIPER I5"-24" SP. CONT. JB 85 JUNIPER SABINA 'BROADMOOR` BROADMOOR JUNIPER 24" HT MIN GONT. L5 II LEUCOTHOE SCARLETTA 5CARL.ETTA LEUGOTHUE 24" HT. MIN GONT. RHG I RHODODENDRON 'CATAWBA SPECIES' MIXED CATWBA RHODOS. 24" HT. MIN CONT. T(s 10 TAXU5 C)SPIDATA '6REENWAVE' GREEN WAVE YEW 24"-50" SP CONT. CREPE PAPER TREE WRAP TO SECOND BRANCHING REMOVE BURLAP, WIRE BASKET AND TIES FROM TOP AND SIDES OF BALLS FOR BOTH TREE5 AND 5HRUB5 1 II'f" 1.�fIN Pu ns, L. w r 1/F r rVi.Vrr y4• rr� cf TREE d SHRUB BED (TAPER TO 1/2" o TRUNK) PL.ANTIN6 MIX (TYP.) 11'1 I" MULCH DEPTH �`// �- - - • 1� • - - A+' _ OFF CROANS) 11 Lei,."*iv,.���i,.��ei,.��s %�$�i- !eie1eeit1eree1eei,� � •;MOjfjliV,NOj,N ` - lltl rn. i Slll( NOTE:TREES AND SHRLBS i► V41TH THE - OF :ri TOABOVE - V- TO ALLOYi FOR SETTLEMENT DetailPlanting Not to Scale SR !L LANTRAM G GN.- GRP I DRA P W.- GRN, C iECh EG: JGS NO..- 95089. 00 DATE "/18/96 WING NO. - 7 Mature �k' v • .a ILI OL a SHEET DUNKI1�' DONUTS., �'�J.'.li YA`,I� ;7i�Pt11J 1Li's� ih� YY� i�in�. = '.��P�I1 °�""'" i'" •