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HomeMy WebLinkAboutPlan 89-37P Savings Bank of Manchester - • - - - _ • • CANTING SCHED ' • P77ROJECT CT LY AN - -- 'S y� _ ABUT'I' ERS WITHIN RE U .60 - Q IRED/PERMIT , TED . SUBMITTED •. " ECT PARCEL.... CODE.. BOTAN ICAL N AME -. COMMON NAME 4UANTITY SIZE _ , f' GENERAL COM MERCIAL i f? tANOtD6�'GR h•15oN KING MAPLE r MIN. 16,006 -fI 1 _ CK. CO LOT AREA .'. :f RNUS KOUSA KOUSA DOGWOOD 2 5'- ' " S.F. .ZS�oGGLD,5,F., 0. 1 FRA 6 / AG. ) NCIS O. BURNHAM J 930 SULLIVAN".AV - (LEASE PARCEL ENUE - B&B ..... .R EL ONLY} l \ I. 2. MIN. FRONT YARD 2 7. EA EUONYMUS ALATUS 50 } BETTY J. FZNAN •& , 67 .(ENTIRE PA 938 SULLIVAN AVENUE 1 t1t -# DWARF WiNGEo 3 15"-19 �. PARCEL) - _ JOH y _ COMPACTUS EUONYMUS N ROBERT FINAN l / _ e �.•�";• ;`:[Lt '�':# MIN. SIDE YARD 10 20 + (ENTIRE PA , i/../ ; RCEL) ' . 'a_� ��.: ��: GT G 3) STANLEY A HELEN B.. 1 , :. `.. , a ZALEGOWSKI 26 HILLSIDE DRIVE \ / N _ LEpITSIA TRIA- SHADEMASTER 4 2"-2.5"CAL. MiN. REAR Y � - ARD , 15 #5 + ENTIRE CANTHOS'VAR, NONEYIOCUST ggg { PARCEL) �[. •EL) q SNr? P 4 INERMIS ) MICHAEL P. :& LORRAINE K. COBURN` i , } P INh �ENTF Y� : 23 HILLSIDE DRIVE. _I7 i F . MIN. LOT J wIOTH ioo SHApEMASTER 225 .(LEASE PARCEL'_'0 \ t ... � /�' _ `' P �_., .:•�- NLY} 5) ARTHUR FRANCI ONE 15 HILLSIDE DRIVE 2 MIN. LOT DEPTH 150' !1 IC ILEX CRENATA JAPAN£SE HOLLY 11 2 GALLON �114' (LEASE PARCEL ONLY) - H 6) EDWARD D. & BONNIE S. CE$RY 7 •.," ',. • \r, • 'HETZII' HILLSIDE DRIVE - BLDG HEIGHT 4 1 i € 1. STORY/20 (PROP. BLDG) \ or SITE ? i 7) MARY J. SEDAR 4? . . t ,/�,!1�✓ . TROY ROAD . , :.... , . JC JUNIPERUS CHIN- SEA GREEN . � � ! . W 12 15'-18' "MAX. BUILDING [LASTS 'SEA JUNIPER .ti.. \ •. 11€ � _ _ • COVERAGE o , ✓� j 8) JEROME J. BER I = # GREEN 30%. R.7 Yo (LEASE PARCELKOWITZ 178 HILLSIDE.DRIVE ONLY) :i 9)' BLANCHARD & ROSSETT ENTERPRISES ��� JH MAX. IMPERVIOUS � 189 WEST CENTER .STREET ` ' � '• •'-�,f-�' a •: :. ` JUNIPERUS�HORI- BAR HARBOR 12q 2 GALLON COVERAGE 65% ' `` 3G•k/e ("LEASE PARCEL ONLY) MANCHESTER, CT l i 1 r ; F " Y -4 HARBOR' BAR JUNIPER -1 \� > 1 5 i HARB OR' _ tt1. PARKING 1 SPACE/125 10) EDWARD D. & BONNIE S. CEBRY 7 HILLSIDE DRIVE , t- 1 4 S.F. OF GROSS KL KALMIA' LATZFQLIA MOUNTAIN LAUREL 6 18'-24"N OFFICE AREA- 11) RALPH C. 1024 SULLIVAN AVENUE & MARY T. HALL B&B 2488 125 i 1 20 5P 32) ROSE D. PETRAITiS `� \ �• I � t 101-4 SULLIVAN AVENUE �- ti� `.��� ��`�•�,�`� ^�ti ; � ,� ACES S SPACES (FOR PROPOSED � � � ,� •. W PF PIERIS FLORIBUNDA MOUNTAIN PIERIS b 2 GALLON BUILDING ON Y)-I/AejAt lVF _ 13) LOROS & JENNIFER YOUSEFZADEH 23 DEAN DRIVE '' t `� _`i\ L Ate - -_'- - _ _ :FOR 1z�✓P�G REQt/IIZEU S - ^_ __- ' RD_ RHODODENDRON D£IAWARE VALLEY 16 3 GALLON MIN. LOT AREA `' " 1 -. j AVEPIUE : 15,000 S.F. 848 200± NEW BRITAIN, CT 'D£IAWAR£ VALLEY WHITE RHODO- : S.F:f 19.5± AC. �8 � , - \ _ -- ,Y WHITE' OENDRON (ENTIRE PARCEL) 14} LOROS YOUSEFZADEH 23 DEAN DRIVE �-✓� 4r erg •''-� `�••, _Ni ' Iri MIN. LOT WIDTH 10d' NEW BRITAIN, CT - `��r-•� ( �" I! ,1�) # "jam �`.. rr: ;` - RL RHODODENDRON x WILSON 1455' (ENTIRE PARCEL) �- _ 2� # Q t LAETEVIRENS RHODODENDRON 9 2 GALLON #5) RENE VEILLEUX ' ; - j „l �f ott El! i MIN. LOT DEPTH 150' 750'± (ENTIRE PARCEL) 33 WINDY HILL DRIVE .;. �� r`1 •.� {- gar\ 17. '. RP RHODODENDRON PJM RHODODENDRON 15 2 GALLON \t G f MAX. BUILDING 76) RICHARD M. SOUZA & 581 FARMINGTON AVENUE t ' �/! i 'PJM' COVERAGE 30% RONALD F. MARTIN HARTFORD, CT 6.?%* (ENTIRE PARCEL) //�� \ `;�\ + , I 1 ��-- • , \� 5, - - RG RHODODENDRON PURPLE GEM b 2 GALLON MAX. IMPERVIOUS 17) RZGHARD SO `—. � „ `� \ ? I 'PURPLE GEM' RHODODENDRON 581 FARMINGTON AVENUE r C� COVERAGE RONALD F. MARTIN HARTFORD, CT 65% 44.6%* ENTIRE PARCEL) f SJ STEWARTZA JAPANESE 1 5'-6' k \ 3B) sOUTHRIDGE ESTATES, INC. 4d CHELTON AVENUE ' i\' / �� / r :AL PSEUDOCAMELLIA STEWARTIA \.` ..1 1 •; . _�, � �,; 1 , d►. _•p:G e&B * CALCULATIONS BASED ON THE FOLLOWING PLANS: WEST HARTFORD, :.! --- , O •0., 7%, ca, i 1. SITE PLAN' -- DIPLOMAT.,.RES7AURANT, SULLIVAN AVENUE, SOUTH :. ,1. • \i ,� � w m' - - 15 * _ WINDSOR, CT, DATED 9/12/83, MAP- 54i9-A f � 2. SITE PLAN - SOUTH WINDSOR DEVELOPMENT CO. IN SOUTH WINDSOR, CT DATED 11/7/83, REV. 12/15/83, MAP 1740-E --�-'#+,-`��� .y ' + 4a ' ABOVE PLANS PREPARED BY GARDNER $ PETER50N ASSOCIATES 576 O * .= - '��•'�':..:,.,`�', ;:r'- � 1 t i i � •L / �- p � - 1 _..�' : _ , 1 !.. . ;_ .sue . _/ `_ t�. � OLD ALL ADDRESSES ABOVE ARE SOUTH WINDSOR, CT. UNLESS OTHERWISE NOTED. POST ROAD, TOLLAND, "CT, PROFESSIONAL ENGINEERS, LAND SURVEYORS A `` - -^•- f+�fllkAi:�N• 1 , 1 3. PLOT PLAN - SOUTH WINDSOR, CT,. SULLIVAN AVENUE - 'CONN. !I 194 1 KEY MAP . _ f SCALE: 1"-20' ,. DATED 4/1/66 - LAND LEASED TO MERCURY OIL CO. , i I PREPARER UNKNOWN. o CONCRETE 15LAND I I A. 4�0_ € _ AP - EXISTING � . PARKING AP r AP 446.31 AP I Oho au10 t 3 AP * AP +LL wuuiir I HEREBY CERTIFY . THAT THIS MAP COMPLIES WITH -2GLA$StFICATtON - R!GHT OF RE WAY- -- --------_� — ----- -- MOVE Ex1S'T!f-tC� PAVE-Mf5m-' !N PL1opv_-,j5D AS DEFINED BY � !SI-stt�tDS TD A t7EPi3-f O� J2"[�Et-D��•I EXtST. 'CUNNECTIC€1T ASSOCIATION uR� P1HE L3ARK MoPSO!!.rII.ISTALL '� NOT ENrER�Do OF LAND SURVEYORS, INC., PEDESTRlA}! G(�D��-.7N/a ONE WA`! SI&N j z SEY t p EX15TING EDGE OF PAVEMENT 16 I w z JH - w 10'R 24' t0'R GA PED I 4 GONC. WALK Io'R 10, , Z R 55.93' _ AlfOr f UMPSTER PAD GK R o ILso o RP IGHT OF -1 ASSOCIATES. Q '24 42' n 24,42' bT IZ C' WAY E3 rry N D US -`CIVIL ENGINEERS '-� A LVR — DRIVE-TI-RU� O C GONG. _ C ILL �� WALK 1 POST Z Z WINDSOR, C.NNE�TI j CUT Q ^ POST O _ <�` tD • q b" N) WILSON M.ALFORD,SR.,P.E.&L.S. DUILDING AREA- p �I-b I N - WILSON M.ALFpItD,JR.,P.E.&L.S. 2,488 5Q. FT. POST I C �P L4 0 o PS d I < 0 Q O 1 d -1zETAIh,INL - _ ._ z o DATE: MAY_ 101-lgkg Jl WALI_ / _ t P J1� =22s O 23' �0 z O k i C} 60.33' 'I ••- N� O N SCALE: 1 IN. 2 0 FT. T2D o CA ±► cam.' -C mS. ° LINE C ITVMl1a v,- - © o oo 0 a 1 ,tip PAVE-MEW m O j O n a KL_ -PF I� } 83's iT4 v Vy = rp. •to e �JL KL EXISTING C rn OL 1 R1±LFJ< EXISTING _ m z O Q EX15T1NG LEASE P�RGE1 '' �"�` - ExI5 (y 0 -- 4" MAPLE 4" MAPLE �- 0- --4" MAPLE EXI5TING ---� / 4 '� 1 10 6E Re_.06 4" MAPLE 2S1b4c3 S.F. n 0 58A4 EXISTING / Z EXI5TING --i► GLIR!?s SIGN m 41W 12,HI6-•M Z- _ D 148.84' 225.00' Z a y Exts ZINGL 55.93 Q 5 6T30'00" E 36' MAPLE E><tST.G H 2 SE> 1•P. '�-- GUY 5 6-730'00" E 90.65 Ow 1{ FLA5HING �J —» LIGHT 516N uw EXI5TING EDGE OF PAVEMENT r IL Z. u � . w o C`) ULL � VAN AVENUE __z �. �, MONVM EM-r 100PAIWATE z Q G H D,r N f�:�_I✓ I lei,1-7o•206_e Ir!K IsS.GSs-7 � 1A1DV G g�9 . Q ._..t } / •� #g1l 2�3.45�(a I��,as7. Do43 _ ..�t �..•� - .•...� ._ .. -; •-'� -. ..'� •� u>th �,N1iKt�5 mission V' _- I �- ,, '�, *; r So x Wing Com T' IJU N �f:�`I S��jP'5�1 11j97 7'X,'S 9 L'2 r'-+l�4p�4y1�^�•rl _ Q �, 33 g �7 , u 7-r `�•.!"`,r, rff .' i a k 9 -1�,:. `•,el' 7 1 h'11<�t� ` ,,:., ,I�,s �.;';;�,,;c �: a-:; E: GRAPH I G 5GALE l 20 ao s0 20 o to ( IN FEET ) I INCH 20 FT. Sheet r DATE: J SfMMOj•!S, ANNVLII otlsf ItiIC. CD _ . .. JOSEPH MEfifii77 d CO. —----- ------_...---- ----- -.-- _.._....._.: —.. - - ------------ -_._ .. . nu- --"------ Z u♦ ¢ ' t � + W o ul J � v o 7 uj vi N/F 5OUTH W I ND50K DEVELOPMENT GO. > " w° ena \ -- \` E><l�TtN s;tTU Mlf-1 t?VS t.7 N t \)q F=rtl~4V4C�S a�ouDAQy / A� �Nc7�►N 0 T0v4 Or'-SOUTH VJt NPSC 2 WL/F-::T- • L}�N27s t-fA P �P�✓:r µ.AtF4 _oG. No.,2163 A. _\1,� r�ffQMAL t'P I I ! 5 I Na. 2163 ,�f } f ! 4f�iarcac�O 1 I I •I�ti w•rr//1�`� also,' N 6/ 39'00" W `� /( �1-- - -- _____ •f% - I 446.31' I HEREBY CERTIFY I t THAT THIS MAP COMPLIES WITH A-�Z CLASSIFICATION i2oor=- I AS DEFINED BY'. 441- 36"¢PePrORA-rm-D (�I C�HT OF WAY DRAIN Cai-2 CONNECTICUT ASSOCIATION AD PIPE BOTTOM = 102.S FIt:ri=R F-ABR16 ' OF LAND SURVEYORS, INC S TOPw IC5.5 �t - 10"oADS 6 2.0% L6 [ I�NVEL©P�(T`l�') z ` / + G" SS Ft- a! w 3c �¢PeRORATG > 10 = 103. �20' 71 FL 10" = 103.4 It- t0 too. Ax P1P� C � 100. -TTOM =1OZ.5 = 103.4" BD e TOP= 105.5 Sa'7"!.1? 107.0- D ,p i F(0511 104. =� .4, - � _ - Iva.g 102. c -' ' A 0W.01 -� 104.1 Rtb��_ $pR1NU - -2'- l0o,{� ADSG 5.D'/° � C O 5'-to"BADS \ �, \ plt. y ft7u.Z ` -ZO-ivopE12FORA t> _ lCfIA TES, dINC - ► - ADc - 71 T E f Not s; o Gorr om - �.o CIVIL ENGINEERS #�1� ` TrIG �- ' h� s r` ~---- -- �, a J TpP 102.0 WII�DSOR, CONNECTICUT i07.(o rL to"= 100.4 o 10S.2 w I ` - ro4 C Z O WILSON M.ALF RD;SR.,P.E.&.L.S. --- N WILSON M.ALFRD,JR,,P.E.&L.S. ` i\ -1 f 1�3 T ! •1 I05. I 1 II -`.....ti, _ rr4• ._ \ �/o \ \. :>. I 1014.z o 7a : > 13UILDINCti AREA OC7 O DATE: MPCY tUU W �/sTr�GILf�LE - 2.488 5Q: FT. CT rFI-0Of_ Fr IL SCALE i IN. - 20 FT. AREA-'fo 04.z 8AScMEMT ! z z�3E �avE+zED ;, os. I-F�R4. �. 0 m [Tt 'N'iT11-tf� ` ` r + f0�.8 1 S,4N.FrN''J1.7 � Z Z oL > ,... ._ _ \' SUMP PUMPr =6IY.O ` oToveRHAH6, V\o I a sue. R rune Pvmr F- ros -._ W z c. T1�ul yD 1 \ ° - -- -- } ►o :J� 'oo o "-- - o o p \ ® SAN Ft OUT- � 10 o - � o J o . Q z o '�-F1Lrc2 �'� � Ial.�o � rn ° \ FAal1G *f0�� ~ T o r3�GONN�D 0�.S rn rn e J18 - \ n Fr=h�G) p sVM? PUMP 10 ` 5 C z �J1 -- _ \ CT`/ ) s`IS'1-Em OY tap 'o m TIN�JI \ oD � Q D�giN ry z l0&. DR�4E1-1 yOVERh1A3sl� Z \ LEA5E PARCEL % (� 0 0 25,&14') s.F J og -MAINTAIN A MIN, OF cc W _ Jl �20 \ \ -- t0to a, 4,5 Ff of coYER m O j 110 ovER Fo9ze MAIM IL �� \ \ OR F90VIPE / OZ. C) \ ROO(= DP_AIH -- - W �, �„0 W � IN50t-ATION. � � Z \ \ f#" Ia�1.z3 \ ���o \ 22 00' --__ ry \ 1/2 r'� `- •--59- = _ 77 55.93' p Q - Z 148.80' V - j 1.P• 5 6_ PROPos D EXIs�C.1-1. SET I.P. 1 "'- 0.6�J' W �us��.�I•�. - � FIRE GRANT s s73o'o0" v�AT 5 6?30 00' E o " 0 CL 1- GAs , vUar�� MAJI�) Q Q z ._� - - -- AP PROX. t OG AT i l)M - - - - - - - �_ - - _-__ __ - - CZ W EXI5TING 615 Q o "- W N - ' TF" 110.97 - � zO > � FL" to8.s0 � W Q 80121 (o }T t<ST NOr_E DATA MAIL-iTAlJ�l 1 GLEA t SU P PUMP WHfI - 105.S o o 0_� V E N U E N L L V RAW/-F- t3ET�, I�EN " '� 1" `} Z U !!-'�1 !/ V -30,r-rc.'M or 5EE SHEET 3OF 3 FOR (�, + Q BROWN s 0PSoII PE;b/0ROVO4 I v�/ATr �rJ�i�j � PETAIL OF FOVCE MAIN Z. ?r`OP, .SA1t.FORL% � Z J SA1-Loy SU(3sD11_ NA IN - SvMP PUMP GONNe6T►ON To Ex 1` 15TINO A O i 7"-Z7"`REDJt?tzci}uN VERY FtN 1= SAND L.IP� 2']"- 34° (at2try VEtz`# r#HIE SAND+ �ILT 5, MH EXISTING SAP. Q "" t Ex15TIrr�-�J "c� sA I jAR11 s W it R 11 ± Rtr D Mlr DI VM 5A N 18" AG.G.MP. D MANHOLE Ilp.3 0 1J5"-SO"+ Gh�Ey SILT TP= 103 l"4� = 11CI-� - FL 10Z.G12 � Imcri W j TRAGIE MOTTLES TL.E5= g0),S' aclSTrrr� GI3 Q i 43" �15-;)NGT M�Tt_ES TF.FL- tll.00 FL" 1Og,07� 1� Fd1ZGE MAIN TO HAVE A MN M IIMU - FL- 106.32,E 1 TIrST HOLE xZ � 3 zalr,� EST HOLE #4 g12c 1��- � 'T AIL- �aNrRAuTOR sHA!~L Lc�GA-3 i� �Xt sT"t+�� PL.• to6.47.w GAPFtLITY 4F t(v(:� P.S. I . (SI=E , -EST HOLE 1 312816°) T (/ -1Trc:6 AND INwPrr ���rGN 1�NC�1NE� r� sPeGIFI��t-rlo�ts ant SWEET �or3) C�IZAPHiG SCALE t=- 0"-Ib" sAllpy ,L32"w 1 01�--c'IL+SUE>sOIL 0--32" OAC�K BhoWN TVPSOIL 0-5" R"Iij t -TOPSOIL 01= /1N�1 DtSCI?I~r'/�MG#E�a Pic)iz Tc� ANy � - 0'-24" P 120vvN TO P�.GIL , Fo�EST LITfEr 16"-?to"LaMPAiT 13ROW#h! TOPSOIL 24"Z.7" TAN SUBSOIL_ 3L-ra�' TAN SILTY WP-60111- 5? "� TAr4 SUB5,01L. 0-T I� GDN�TRVG 17N • z0 0 m 20 40 e0 0 3G"-R3"R�bJBR N F lIRM 4AH D W f TRA4r-S 2�''�I PINK I*n�P. sraNt� 53-�'' PINK MEP. SANC,;� 't�-IZ2 FlRrvl PINT_ SANG 0P 1p-r5RM1TTEj4-r VE4211 1 HIH 104�12c�° F19M PINK LENSES Ot`SaNO€ ;ILT g0 t3S" >'lgrr) FINK f;ENSES of r2Z-04" COMPAIT PINK S}LT h© to Rey SI LT Lt~NSES SAND (qD%�� SILT I IN FEET } Sheet Cow'/°! 5�1r•1t�, 35°/ NO LEGZ'aE O� WA'Ti✓1:.. t INCH 20 FT. a?"-fIS'' VUET IZEt>s/�NDt ��E`! SILT 12(0=137" V, FIrZNI PINT: LENSES OF51LT n�oTrLES o tea" �iPEG'r MAX &W. P 12q" 91'r 5041E SArIP- WET 0 123" G1011 - MA)(. (Oi2cuND VUATE(Z MOTTLES AT 12(0" No WATEG' Ot,' Lr�PGE TOP = IIZ r G�MTQ�"��soN Iq0 WAr6JI oR LEDVE 1�1oTTLES= Eos.S' �I#M SIMMOMS µ#,I t�/ULt t * SOt-1� rHG. ~I 1015" 6ROUN� WATER OP= toY�•O �E)- # �44-2�27 f "OF , 3".1 . TOP-: 1053 TOP = I r f O T t. Mo7TLES » �00.5 ; MOTTL ES = too.5 1 . - INDICATED UNDERGROUND UTILITIES ARE BASED ON AVAILABLE DATA. THE LOCATIONS L fv DTfLEs- IO),z ARE APPROXIMATE AND All- UTIUT[ES.MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION ; CONTRACTOR SHALL CALL 1-800.922-4455 AHD HAKE ALL UTILITIES MARKED ON GRUI>LtJD. JOSEPH MERRITT 6 CO. aN C - F. FILE AN14 U61+)- s.�Yrlhll�s-.,A�. i • - r _ , _ J 4. i C'ON TR T N - NE T1 NNTS S UC 10 ENTRANCE DETAIL ' NTS - T ' SANITARY EWER CON C O DETAIL_ S, CATCH- BASIN TYPE. .0 DETAIL . NTS S `• �. lose x r_e �""f3 CONNECTION OF PIPES TO MANHOLE WA11, H E D U L E K CONSTRUCTION SC NOTES':: y ; ry •y 1+ r•-' ' MASOt4RY OR Ar Et.ASTOMERIOC TYPES OP •,, t ' SEAL APPROVED BY THE ENGINEER r A A 1) .THE SITE IS A.PORTION.OF PARCEL 6, MAP 90. A '__`•� �-+mot ' - - S T - 4r.: :I L": 1 -}• 1, 'THE DEVELOPMENT CONSISTS OF ONE _BUILDING. n _J 2) THE CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS. ANY / 2. THE MAJOR CONSTRUCTION ACTIVITIES WILL CONSIST OF BUILDING DISCREPANCIES SHALL BE REPORTED TO THE !}( kfi:'..�.,."" 'xl t a"'i.`.nn»"". n•+•tti.s'as.1e,'�'oxe+v,,.n ff E DESIGN ENGINEER PRIOR _ s�, I .� •,t,,, r ` 1�"MIK' FLAREOUTEHOSLAST'2 A BUILDING, ENTRANCE AND EXIT DRIVES, PARKING AND CIRCULATION TO CONSTRUCTION. I PORTION OFMAP ENCASED AREAS, STORM DRAINAGE AND SANITARY SEWER. tJ1 a = z 3) ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOWN OF - �) •'O aeusrnu f ` J.wf.-.we I C41A.-U. I[I MASONRY 5HALL nc COATED.WITH BITU:dASTIC 3. THE START OF CONSTRUCTION WILL BE IN THE SUMMER 1989 SOUTH,WINDSOR REGULATIONS. . " O Q Z '• PLAN wau.,, a OR ZINC OIROMATE FAINT + , ` ,. „fc wn.0 nv..ov.,f"..uprt SeCTIOn C-C a/e•fly AND FINAL COMPLETION,WITHIN SIX MONTHS. 4fI (606I Te ALUM! - 4) THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE - !1"MINIMUM �»' -�•R��""a• .. "°""""`"°"'°""""` 4. CONSTRUCTION WILL BE IN.ONE PHASE. REGULATIONS..,u„on,s,pnsa••.ww SETTOPOFPIPE - J _. - .. ' •`.,� "' �1. n,o,,;,,,,, TOSERV--j Ft$ 5. THE SEQUENCE OF GRADING AND CONSTRUCTION ACTIVITIES IS AS 6) DATUM IS M.D.C. J � _ _ �.... .00uc, sAFFLE Gr DOr Z� e 1 _'. :w:. -"4. FOLLOWS:A. INSTALLATION OF CONSTRUCTION ENTRANCES. -} 00.0 EXISTING ELEVATION +i 4 i FILTER FABRIC ' n•..r.e•.M.•uf �' a B. INSTALLATION OF FILTER FENCE/HAY BALES ALONG AREAS SHOWNEXISTING CONTOUR Q - ON PLAN. '� 10 L/[ PROPOSED ELEVATION cC .r,>:MDv1:Por+nONo�'DROP PIPE To CONNECTAS SHOWN C. STUMPING AND REMOVAL OF UNSUITABLE MATERIAL OFFSITE. --- =- PROPOSED CONTOUR ��y� w• LL1 ° a�-- L. _ D. INSPECTION OF FILTER FENCE/HAY BALES AND/OR MAINTENANCE • '"' NGn E: CARE P�OfZ EX15T ;3 TO INSURE FILTER FENCE/HAY BALES ARE IN PROPER WORKING 6) PRUP05ED PAVEMENT SHALL MAKE A SMOOTH TRANSITION } """""° -""•""' " HOLE FOR,('^,^P, !%M• a: CONDITION. WITH EXISTING PAVEMENT, eD coNsrailcrraN �NTRRN06 PIM5- d w SEE ©APPLE DETAIL E. STRIPPING OF TOPSOIL AND REMOVAL OF UNSUITABLE MATERIAL. N !. [lrJ; PU2POSC OF R STR�lLIZCA GONSTkUGrroN J�/1frkRNGB 15 TO REpr/CC .a.„•.• THIS MATERIAL TO BE STOCKPILED ONTO DESIGNATED AREAS 7) ROUND TOPS AND TOES OF ALL PAVED AND PLANTED SLOPES. Ple MACK1MG ok 6OWING Of SEA1N16fif oN TO eX15T11YG P060"IT "°"°°""" w --"-1 AND EXCESS REMOVED FROM SITE. W > i Z. 66FOgg CO&T940rrON ENrRRNCE /11N5uu.4rlON, 711E' ARER or om FNr,,(wNCG .1 Milt. _r F. TEMPORARY EROSION CONTROL MEASURE FOR STOCKPILED MATERIAL. 8) PROPOSED PARKING SPACES SHALL BE OELIN£A7Ep WITH 4" WIDE � moubio oe otliuo of 1w, ro.,wrIO/r, Roars RN,O onlep UN/fES�RRBGE " =" r'• :. ::`' C „f •.LAY PiPETO UNUISTUMEO SOIL I. C ILTER FENCE AROUND PILES, NETTING TO COVER PILES, AND/OR STRIPES OF WHITE OR YELLOW TRAFFIC PAINT. I TEMPORARY VEGETATION IF PILES ARE TO REMAIN IN PLACE FOR 6` i MATEPJAI.• ;� „ EXTENDED PERIODS OF TIME. 9) ALL PROPOSED UTILITIES SHALL BE UNDERGROUND. A10 ao sxcrw+A-q scrnw•B-6 I �x ;y tl W 3• rrfe ENrJOANce MOU610 f�' MRINrRINc,Q !N R caN0lr1oN /��licrt Wlt,� PKEVF�rr ;,. ,,< < rt �,�qtw,43b,sa,aa I ,►. G. DRIVE AND PARKING TO BE BOXED OUT, AND OTHER aN-SITE 7•RACA9NG oR PLOWING of t5J�p1461yr 0/1 rO Pxrsr/NG PR1164mr• 7N15 1•d/L!. { �" TYPE E' CATCH w. 3E S-ORDERED PIPE STRAPS, � 1 TYPE•C"CATCH BASIN '' •SET'As'oRDEREn = CONSTRUCTION PERFORMED. io) THE FINAL LOCATION OF UTILITIES SERVING THE PROPOSED BUILDING N 9 n � H. STORM DRAINAGE TO BE INSTALLED. SHALL BE DETERMINED BY THE UTILITY COMPANIES. REQU1tZE PEkJf1p1G roP' ARE5SING W/rff R,OIJIr/o/I/AL Sj0/1fB Ok AQO1r10 tl o'asaEslos-cEMErrrcRPLAsnc �- cenlGrN R5 CONOMONs DONNA �' W'T. - PIPE a say SEND pA E OUTSIDE r x r:. FILL E7(CAVATt7)SPACE OUTSIDE, I. BULK MEAD ALL CATCH BASINS AS SHOWN ON ACCOMPANYING :. raaNNOLE a UNDER PIPE WITH SEA DETAIL. ALL FILTER FENCES/HAY-BALES, AND/OR TEMPORARY 11) PROPOSED PLANTING BEDS SHALL BE EXCAVATED TO A DEPTH OF 12". ' •/ ;' ,• "A"carvcRErF,OR MASONRY POW- •- - VEGETATIVE COVER TO BE INSPECTED AND MAINTENANCE PER- BEDS SHALL BE FILLED WITH A MIXTURE OF 80% TOPSOIL AND 20% _ A WIDTH OR s EACH3,�OE DP• ; J � I Pips' MIN,WIDTH22 ', , _ FORMED IF REQUIRED TO INSURE PROPER WORKING ORDER. PEAT MOSS. BED SHALL BE MULCHED WITH 4" MINIMUM OF WOOD CHIPS r, :.'. .;i. J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND OR PINE BARK. p( C17NIylr���i� YARD DRAIN DETAIL - NTS = "�`� "' T�'S, MAINTENANCE OF EROSION CONTROL MEASURES DURING �p'L�'�411. AL G ri•'. I SECTION A A�' SECTION �-� -. f . CONSTRUCTION.CONTRACTOR: ANNULLI & SONS, INC., 644-2427. 12) ADJUSTMENTS IN THE NUMBER AND/OR LOCATION OF PROPOSED PLANTS b�f�0 , K. THE OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF STORM MAY BE NECESSARY DUE TO FIELD CONDITIONS. SUCH ADJUSTMENTS • I `': , !' " SHALL BE APPROVED BY THE DESIGN ENGINEER AND TOWN PLANNER. ; �nI*. • ! - DRAINAGE AND PLANTED AREAS AFTER CONSTRUCTION. OWNER: THE SAVINGS BANK OF MANCHE5TER. ' 13) SUBSTITUTION OF SPECIES IN THE PLANT SCHEDULE MAY BE MADE ,No.2163 er_. HAY BALE DETAIL -- NTS L. t7a�t�,f-►r9 a��A AIvA�N'r tO �QG,4 'rD (3E WITH THE APPROVAL OF THE DESIGN ENGINE t s' ER AND TOWN PLANNER. !-!2ovlvt-IOVT GONs i BUG i tOti1 OF A 1Q 14) PROPOSED BITUMINOUS CONCRETE PAVEMENT SMALL CONSIST OF tss `+o L� �y�� - _'F It-He StTG. inrrAL sTA1JoAttO cnsT iRort 0 lQtU•i,t O-f�•OLI�� L!/C�•Z�z�U� AS A MINIMUM: ` 3" BITUMINOUS CONCRETE ! FR -LI WITH TO � � 1540 SULLIVAN AVENUE SOUTH WINDSOR,CONN.06074 l2 PROCESSED STONE BASE - j Be� FLUSLF WIT►4 4h P� SID :vALK 511>EwAr-K - °Solt to" AREA CODE 203/644.2511 COMPACTED SUB-BASE OT,///IL.w i t y r M• ALP O t r 15) PROPOSED CURBING SHALL BE 6"'HIGH BITUMINOUS BERMS. A4' �� 16) PROPOSED ON SIT£ WALKS SHALL CONSIST Of: }4� -- - r Ili�;�� lr+,_'•• O 4'7 5" 4000-PSI CONCRETE OR,4" 4000'PSI-REINFORCED-CONCRETE • • - .,.- ,••----•„--,�-- r2"dais" OiAIICttit RcP f IPE June 20, 1989 PROCESSED STONE BASE 2163 11,* COMPACTED SUB-BASE y4 ✓,-Uc �•a y y IBTE"to it DuiLET PIPE--6 PyL Savings Bank of Manchester 177 PROPOSED DUMPSTER PAD SHALL L CdN5I5T OF y �ko: l:r4i Bu 923 Main Street _ 8" 4000 PSI CONCRETE � pJllIliD4f� z Manchester, CT 06040 6d PROCESSED STONE BASE. Ill = WATER TiCrx( GAS1<ET COMPACTED SUB-BASE REt Application f8$-37P - Conservation plan for tho I HEREBY CERTIFY P 18) ALL CATCH BASINS SHALL HAVE 2 0" SUMPS, THAT THIS MAP COMPLIES .t ,:: r_ construction of a bank Facility - � ;„ •, ,., 6" tiiN. CONCRETE located on the southerly side of 19) UNSPECIFIED CONSTRUCTION SHALL BE IN CONFORMANCE WITH "THE WITH '='CLASSIFICATION; Sullivan Avenue STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD AS DEFINED BY it •! qe p+ 4" 111H. PROCESSED STONE SPECIFICATIONS FOR ROADS; BRIDGES AND INCIDENTAL CONNECTICUT ASSOCIATION 1 Dear Madam/Sirs CONSTRUCTION. FORM 813, 1985" OR LATEST EDITION. OF LAND SURVEYORS,- 20) THE SITE I5 NOT IN THE 100 YEAR FLOOD PLAIN. ': _ PERFORATED PIPE DETAIL - NTS At the ,un� g, lg$� meeting, the Inland Wetlands Agency/Conservation SEEDING AND COVER SCHEDULE ' � w Commission approved with modifications Application #89-37P - 21) ALL LIGHTING FIXTURES SHALL BE ADJUSTED TO CONFINE _ FILTER FABRIC FENCE DETAIL NTS Conservation plan for, the Construction of a bank facility located on ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOANED WITH A 6,r ILLUMINATION TO SITE. the southerly side of Sullivan Avenue, GC zone as Shawn on plans MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FER prepared by Alford Associates, Windsor, CT dated May 10 1989 Z2) �ANirArY GKrNDER Pvrvip T-0 HAVE A i-ut.t. PLAHTi:I> 5vRfwe y ' -TTLTZER AND LIMESTONE AS INDICATED BY SOIL TEST. CLEvATION 7'0" OC NAIL OR STAPLE FAOftiC it The followingmndificatLona must be adhered t4 for this permit to be PoRT�D SWitv(7 TYPE G+�EGk VALVE. Alford . ,rpsrAl<E �� To p1L- (C, MitJ 1 valid, p PERMANENT VEGETATIVE COVER: SEEDING DATES APRIL i TO JUNE 1 & SEPTEMBER 1 TO OCTOBER 1 AssocIATES. INC. 1. Black and white transparent mylara of sheets # 2 of 3 with the above modifications and this letter re reduced thereon LAWN AREAS: G' �� t1!l�F�FI �If T�fZ�,FgBRiL- together with two blueprint copies of the entire set of plans, USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER --. -•I-i- --. - I-+ - ii k must be submitted to this Commission to be stamped and signed. KENTUCKY BLUEGRASS 45.0$ =11, ovEt�i�i' i �+ ��yEfZ �F Z►'r4 STONcThis must ,be completed within 65 days of approval prior to CREEPING RED FESCUE 45.0%Yany construction activity on the Bite, PERENNIAL RYEGRASS 10.0$ COHHECfICUT I I 11 APPLY 1-3 LBS./1000 S.F. 4 t - 3(n60 P�RFOR_A-reO A•DS 2. Construction activities shalt be subject to the approval of TEMPORARY VEGETATIVE COVER: WILSONM.ALFORO SR P.E.9L.S. . the Town Engineer., ,°�` • I 1 i Jtit g SEEDING DATES MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 1 WILSON M.ALFORD,JR.,P.E.&L.S. I tlll`"-" USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN ENGINEER °5 1ptUt2 C7T' LU[�LUFIc�'� 3. The application shall indemnify and hold harmless the Town of ANNUAL RYEGRASS 100% � � 1540 SULLIVAN AVENUE • SOUT14WINDSOR.CONN.06074 South Windsor against any liability which might result from APPLY 1 LB./1000 S.F. +o,n,,�rt+` AREA CODE2a3/644.2su DATE: HA-' tl II the proposed operation or use. 20 September 1999. 1 4 i 4. We recommend a bond in the amount of $2000. to be submitted to , �'" � SCALE: l IN:.= - FT. SECTION Planning and Zoning Commission to ensure compliance with the ! ""! L E"X•4''X&'O' WOOD STAKE Erosion and Sedimentation Control Measures, Mr. Jim Simmons Orlando Annulli a Sons, Inc. U P. O. Box 669 0 LIGHT DETAIL NTS S. The permit is valid for One year and shall expire on June l9r Manchester, CT 06040 •FILTER rADRic 1990. . . Dear Hr. Simmonsi 0. GARDCO t4" EH �TYL.E 6, All approvals required must be obtained and submitted prior to � o D 14 TRENCH 6" M I F41 Ml>t1 V40U�INC•t WITH 36" any activity on the site. rot Appl. f89-37P, Savings Bank of Manchester Site Plan 0' 959-1017 Sullivan Avenue Z. LaT iN FILTER tATERIAL ARM OR E 7. A contact person shall be identified directly on the plans. � - AND pACi¢ill QU IV. We are pleased to advise that the Planning and Zoning commission DIRECTION OF {'LOU 8. The westerly construction entrance should be eliminated to aid • 0 00 voted an September s19, 1989 to'plan of approve the move-referencwith _ in contesting erosion and sedimentation problems. �` Dimensional f®rDrawin s all-3 of 3 re grad b Alford Aseaciates dated-Mn 10, 1989 (last revised 9/6189) and with,the following modifications9. The construction schedule should include sweeping of the --- 11f�li -- adjacent parking area as necessary throughout construction of " I. Prior'to commencement of any site work, 'a'meeting must be W 0 the site. Schedule 80 (GrayPipe) held with Tawtt Staff. �. 2. No building permits,will be issued until the final mylars vJ tMinimum Maximum Weight have been -filed in the Town Clerk's Office I W rr - Pipe outside well Working Per 3. This application is subject to the conditions o_f approval = V J Size Stock Diameter Thickness Pressure 100' • Vel:y truly yours,-- o of the Inland wetlanda Agenoy/Conservation Com�i anion, (in Inches) Number (In Inches) (in Inches) (at 73.4 F) (in pounds} ✓ >� including a bond in the.gmount of $2,000. - �• '/2 328000520 .840 .147 850 20.5 4. An as-built plan is, required prioir to issuance ofCertificate John M, Moran, Ghairznan 3/4 328000720 1,050 .154 690 27.6 Regulations- Inland Occupancy per 84ction 4.13 20'ot the Eanirq' Inland Wetlands Agency/ 1 3280 010 20 1.315 .179 630 '40.9 0 PJJWGe7 �PE=C iAL. Conservation Commission 5. Footing.drains are require the building 'has.a basements Q - "CC JJMJr./plum 1'/4 3280 012 20 1.660 .191 520 56.7 U_ }j„ Il.STECT RAL ('S1e,5E 6. A landscape bond in the bmount of $5,000`'ia required and Q FL-00Dt-IC i-IT t�L_!_ Enclosure 1'/2 3280 015 20 1.900 .200 470 68.6 must be submitted prior to filing ol..my:iare. W O OP5 tw C,7UlV_ 2 3280 020 20 Z375 .218 400 94.9 7. All plane used in_she'field by the developer must bear the ; ft FILTER FABRIC ENVELOPE DETAIL - .NTS �` CC., Jerry Icy z zetta, Town Engineer W , stamp and autharized'elgnature of the Town of South Q . Marcia t3anach, Director of Planning _J p 2/2 3280 025 20 2.875 .276 420 144.9 Windsor. John R. Collins, Chief Building Official w Co Cc 3 3280 030 20 3.500 .300 370 193.8 8. Detail of ;connection of -force main to sanitary manhole is LLI V� cc ;W Raymond Hallowell, Chairman, Planning 6 Zoning U �? t required.. cc J�JOUQLE rKIG/CP(E55 JimmSi Simmons, Orlando Annulli & Sons, Inc., 47 Hale Road 3/2 3280 035 20 4.000 .318 350 236.E W ' Manchester CT 06040 r 9. Drainage easement'for Ayers Road drainage I0 needed. co M/K/1FI �A�KrG EIYVGLD/'G- (4).!"x dp Cil.L G. 4 3280 040 20 4.500 .337 320 283.3 Location is to be coordinated Eby Public works Department. W ANct�oR t1_T3 5 3280 050 20 5.563 .375 290 393.8CIO al.i A i .• P.5CD _ O Q 6 3280 060 20 6.625 .432 280 541.1 Mr. Jim Simmons -2- ,21 September 1989 --EXISTING G/2U!/�y,Q _ 8 3280 D80 20 8.625 .500 250 821.9 Z Z Z 10. Sanitary sewer pipe minimum diameter is generally 4". 1" "_=-°i, 10 3280 100 20 10.750 .593 230 1219.5 Proposed 1 1/2" pipe must be reviewed by the Superintendents `` 12750 .687 of Pollution Control. 12 328012020 230 1676.5 1 _J A complete fine of fittings and valves is available for all pipe sizes. 11. A parking waiver:for thirteen'•(13j spaces is granted. J. �. V•..a: :D,p.q: A�Z of;;. , co i•.a. Black and white transparent' mylare of Sheet /1 with,ttie above modifications, together with threes blueprint copies,of the•entire' lZSNGH /lUG,01/�fG, l F1�J/�!G net of plans 'r.must be submitted to this Commission within''30 days. W r to be stamped and signed: The letters of approval of this• /�G �/ MEk 4RGKFicL PA1r EME NT DETA I . �- NTS` commission, ae well ae'tiie Inland wetlJinda Ayepcy/Conservation rJA Cf( J7.Jl/Y commission, must be r roduced on- the mylars., - T � �9p. r fr After the mylars have been signed by the Commission, they will be 3 a t r�MiNo�s wry. returned to you for filing in the Office of the Tawas Clerk. 4..: After filing these plans, a copy of the receipt must be submitted O to the Planning Department. Very truly yours, PLANNING AND ZOONING COM USSTON Ra and F• iiallowell, Jr. Sheet - � 'Chairman cc$ Inland wetlands Agency/Conservation Commission M.- Banach, Planning Director GOMI'A/TAD SUS�AS£� :• 1211 E7nC�(�55G� 5TONc J. Collins; Chief Building�Official _ J. Inizetta, Town Engineer P. Shaw, Supt.,of Pollution Control „ E. Belleville, Assessor _ `'3 W. Lanning, Fire MarshalOF ',_ Registrar of Voters I o -•� Engineer Applicant PZC File JOSEPH ,aERRIT7 d CO .i ON C F FILM x :