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HomeMy WebLinkAbout88-100P Plan Bidwell Industrial Complex EDWIN RD• / 30-22 11.1 500' 1 LINE \ Z �.: FRr.caly 4'�EtlEGS_41l�111E1 ::;�''';_ 30-23 30-21 GOVERNOR'S `t!S(',, 14_1�fGCtifi L`��IER :ill ! " C. t rtT i1C. / 40-4 HIGHWAY � 7j.11 :7 ryli,n" r.r, rE Q ;it,{� �, .l;n':' rf=.s '•�ia�c.t1s l.. !. rtr�th.a P. �likaiauska. ly - c N? (r,lrti>•l Rrnr� lnco�i. M. lel;leY <� L'• �itJl.� iti 1F art frinil:' Gr.�� Iral�a I{. G3r r,aid 30-27 !?illiaTJril�ki 40-5 F L L R ..., 1. ..- •• ':ICF old �i?f;^-!1- 0q \ Q� 0 �OouN�V I'' •�l11A %�': {nlr.r• Gr?� �:d';rr,r,d E; ^ l v O :it l'- i_a, j[,h' r1 i!r1; al•;.{ Gr•rCn +_. �r,r,9rl ?. i'agl ,'av 40-3 \ PSCC�+ C. C':n -i !: Fd'J13 5ury j � `q0 HE Qd 09 iC*ii - 'c1 ht +.dwei: Rr�dd J.,. 30-23 `t 3.E. 51d:eell Gnat �i 3= ?23 l��0 PidNell Fcad '.E. 5he�3rd '^r�anu . aE�ra� E't�Kel1 R;dr J.E, Ref atd Ce p?l"Y N • �, `. ^, 3d ?lanchG�a Li+�i!? Fart�iersriip COLONY RD 30!2? i p1dw_0 1! Ro D G �fCh Plvd, l.z sheP3"j I,C�w�an,. itil 40-2 4 F^ P ,,;ell ?� Beat Teat Inc. ` G1 4rtr_ 1 i Seed sp J.L, SlGpa " Ccraa+�� Q 1'iCl;{all r l•3d Crr' Tread Crrp;.ralis,,, 30-14 p' q NEWBERR,, R 0 t— q Gidwell Read a O U P lot: 1 Carvire D. BR8 AR rtl G^;c i pf 5 }tt t' the '10 Cc-r0d Y P I O 30-22 m / r 30-15 / SOOT` 0 Q 3 RD. z ` �? 4 40-15 MASCOLO R H v SATE L L17T 30-l6 L . .. ,.: '., f0 40-1 Q —500' LINE ` 30-17 O C4 ,P 30-l8 W 04 2 ' 0 30-20 30-19 Z SITE LOCUS KEY MAP SCALE 1"= 600' SCALE: 1"=200' AF a' W 0 IR W 1'9 N& a'r D S 0 Co " N C ICU ts OAJLX9 so re r for Steve r e Leonard E r. es1gArcnirect : n Professionals, Inc. _ Ir , . . /annex/ g�® ee Shelby Taylor, � . _ _d ?� `` ' l ' I. �` �` /o0 1 qEW Candace e . esi n Prof esslonals, Inc. t:=: almber sso g low= g i ~ Shee t index Zornng Data Block I KEY MAP ZONE: INDUSTRIAL ITEM REQUIRED/At-LOWED PROVIDED 2 PLOT PLAN 3 TOPOGRAPHIC PLAN Lot Area 20,000 s.f. 114,818 s.f. or 2.63 ac. ' 4 CONSERVATION PLAN Lot Width 100 ft. 552 ft.f • Lot Depth 150 ft. 161 ft.f - 5 CONSTRUCTION DETAILS Building Height 40 ft. 18 ft. � . L 1 LANDSCAPE PLAN Building Coverage 50% 30.8% • Front Yard 35 ft. 35.3 ft. Rear Yard t.25 ff. 34.4 ft. Al BUILDING ELEVATION :- Side Yard 10 ft. 37.0' Im pervious Coverage 75% 74% S) A-2 SURVEY Parking Spaces 32 (see below) 44 (see below) Parking Computations i. . . . A.iJffice Area at 250 s.f./unit, 8 units. Provide 1 space ea. 125 s.f. office. 0 s.f. 16 spaces i 125 s.f./space B. Industrial Area at 1 space ea. 2 employees R ECEI VED c 4 Eml2. ea.. unit, Total of 32 spacesrequired 2 em s ace $ 16 spaces p,/ p JAN 4 1989 s0. WlNpSdR PLANNING 1 71 'q TIZ [A L EX I. V, ` Sheet 1 i I.-. q �--- -, ;----------- ................................... ....... ....... f I I' t f I ' i i EXISTING BUILDING i. I i N/F J.E. SHEPARD I 1 f ' S5nW00"E —_ _ S50'26'00"E -- -- -- -- _... 247.30� ...._ ----- 305.00' ___- ---- 34.39' 34.40' 22.000 ----- _•-- R i SEVW�R 20' Sa4N1TAEA5FME14T ; I OF LOTS 41�5 IN FAVOR I I 1 f I 20' i I 1 1 I I I I i LOT AREA 40 25 25" z v I I � T = 125.18' i 1 1114,818 seq. ft. D � L = 239.88' I ► 2.�3 �c. - - nD Ch = 234.93 I 1 M.rrI Ch Brng - 1946 3"E 1 I I I nm I I I I Floor Area 33,050 s.f. (n �' 1 ! 1 I 1 1 Building coverage 35,450 s.f. i Fin. Floor El. 74.10 cn Fin. Floor El. 74.10 ' 1 1 1 1 ILn Ln oo w \ ! I --._.......-------._._.._...— 65-34' II - -...___.-----___. _.._...- N/F J.E. SHEPARD I i I / \37.00' \ / 0 = 13224'41 \ / L = 161.77' Fin. Floor El. 72.60 1 \ y � ^ 170'26'18" ~.1 �v R 70.00' } X-1 35.33' L = R = 70 0 L = 4 .46' 37.00' MAP REFERENCES 22.00' 1. Map entitled "Topographic plan - Eastern ® `-� - - 10' SIDE YARD Typesetting Company, Bidwell Road, South Windsor, Connecticut" prepared by Palmberg & Russo, Land Surveyors, Bloomfield, CT. Dated �� --- -- ------ 26'00 W 3-14--86 and revised 8-15---88, scale 1"=20. -•-- -'— -- '""'" " This property is shown as Lots 6 and 7 on / 202.47' the referenced map. / N/F J.E. SHEPARD = 4fi'S5'00 0 = 79'31'28" R - 125.00' R = 40.00' T = 54.24' T = 33.28' L = 102.36' L = 55.52' Ch - 99.52' R ® A D Ch Brng = N27'53'20'W i 1 . het— = -r& ii0 vit-'hands; on this site. t`. IiIE' Ceti ,,: tli'cil:l .!il 1?:=1;:::. ?i:f-r13+.? �_+ lii�,i�i"I.. I !.. 1: L:.....tli•..:.-Efts, !1'rfa :,ii Vie pride i -0-(X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS - -- GRAPHIC SCALE — (203) 291-8755 PROJECT DRAWING TITLE SHEET o° ° I HEREBY DECLAf�EcTHAT,THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP ■ .4 m LOCATIONS AS SHOWN ARE BASED ON BEST zo o �o zo ao Co AND SURVEY WERE-PREPARE IN ACCORDANCE WITH THE STANDARDS OF A ■ EIDWELL INDUSTRIAL COMPLEX D D AVAILABLE INFORMATION. ALL EXISTING UTILITIES w� SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CLASS A-2 -SURVEY-AS-DEFINED IN THE RECOMMENDED STANDARDS FOR es gn P[�Uo �' �n A[Mtom SURVEYS ANJO A�ii PS_IN THE:.STATE OF CONNECTICUT" AS PREPARED AND U a.N 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ( IN �■ AD TEb BY TIDE-GOjJNEC7ICUT-A SOCIATIflN OF LAND SURVEYORS, INC., ON 2 BY A LICENSED LAND SURVEYOR PRIOR TO 1 inch = 20 f{ s MB R 13, - Steven J. Turner & Leonard M. Schwartz DRAW BY SrC j08 No.: 88-304 CONSTRUCTION. USC&GS Vertical Datum 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 84 AND EFFE JANUARY 1 1987g� S2SB2 ■ CHECKED BY.• �a rd DATE.• 9-21-88 t~ BUILDING SYSTEMS UNLIMITED IMPRESSION SEAL AND ORIGINAL SIGNATURE RVEYOR S SIGNATURE DATE LIC. NO. Contour interval 1 foot civil engineers • planners • surveyors OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP77ON BY 1170 ellington road (route 30), south windsor, connecticut 06074 237 Hopmeadow Street, Simsbury, CT (203) 278-4158 DRAWING NO.: d.- lbidwe//\88304-01 >h + t EXISTING BUILDING 1 t , \ + BIT. CONC. PARKING LOT Raise SMH to m tch proposec Poposed grade �73.0) b 5 i ' ..� � � \ install outside drop Inlet N/F J.E. SHEPARD Raise SMH to tch aposed Exist. CB /' , \ Proposed grade 174.6p0� \ i� �' � EAGE 4'V�N� �---- -} _ TF 70.22 t Install outside drop Inlet ___L - S50�26'00"E'} _ ~ - FL 70 22 .' �SC�`26'00"E �...-. ----•-- ---•- -..-- _.. ----�------ ---�---- ._....�.--,�- _. Exist. SMH FL,0�5, 67.60 - -- -- ._ -- - .. " 305.00 f - - -- - 72 Rim 71.96 FL 57.03 01 ,/' $� ,' _ Exist. =� -- - - - s.ao - FL B 65.00 . Rim El. I l 34.39' 3 - 22.Ws 4v r, r / •R �W R ILO 4��� -„ ._-.•- -- _-" � �' I l r, r S�N1TA V R 0£ __._ .. 1 I/EASI,�MENT NA �� `.` lI 2Q 1 "'1 � � - i - • ° 2 ® "" Prop, CB#5 Set Galleries ® E!. 65.0 .......... __ � .-- .-- ~'" _ ` 1 $ TF 70.80 W -_ -- + c� "� +'Its: 68.00 :60 4'x4 Galleries' 4 x4 Galleries' 2Q �r Relocate Pale •�2� j Prop. CB 1 1 _ - I `1)�' ` A%171 #21143 's, TF 71.95 60 ! {g ! + FL 67. tl r - ( I i ` FL 70.30 ,It,.3 l l + t' 1 ( `` LOT AREA Dll l +1 ® rn=r Exist CB ` � � = 4 '25 25 q ft. Il 3 R = 340.00' l ( I 4 8 S�C \ TF 70.73 '�. 1� \ ' T = 1 5.18' ® -�1� FL E. 66.78 \ = 2 �.�� ` - I l ~ 2� 3 cc. `' +1 0 ll � FL S. 66.33 1 ~ ! I m m FL W. 65.98 \ Ch = r234. 3 / l ( 1 ` �( ` Z Il - \ C h Bring - 15146 ( ( I 1~ _ -i � 4 i11�43 \ ) I I } ~` En Floor Area 33,050 S'f., 1tih I 6CA11oN Building coverage 35,450 s: . + _ ( ``\ tih` 1% t - . +1 l I I l 3eb Fin. Floor El. 74.10 1ti ll N. I ! \1 ':'i ............ �� lI N/F J.E. SH sties. .'Ei. 66.0 \ \ ... 4'x4' q \ \ 5 Prop. CB #3 44' - ........ .. ........ ...... pt<takie 7S _..__ _ 1 / TF 72.60 + ll \ -.� ............ ............... Riser 74 - N- 70 004'41 2 L = Y61.77' ., - \ Fin. Floor £I. 74.10 - \ tF a o o� , \ \ -� r- cu Raise SMH to matc ' .33\ 4 9\ 40 `�i-' R = 70.00 ' ` ` ` \ j + of Proposed grade (7: \ �� � , \ 1-�� U 2 alleries Set ® El. 68.6 "'J ll \ \ �� \ _ Exist. CB vi / . - -- :6D, - 4' alleries':•:::::::::.:::. :: t \ \ ' . .......... .. .... 1F /2.07 \` \ .............. t r \ FL 67.6 2 `` \ ` - \\ \ TF` 73.5 0�.. 4'>�4' Galleries':...::...::......... - 38• 3 1 / \` ` `� -i ll .. ... .. . .......... ... ``` ` , \ �\ TPI - . � R - 70 0� TP5 L 1 vc=71.1 a L 4 6= .4 N.` \\ $ 6 �, / `t �9p\oc\ j Exist SMH O Rim 71.98 Ctaa' \` Set Galleries at E1.68.5 FL 56.08. g21144 \` `` 1 ` S g - \ r ,' 1 S PS R 1 / �� `�- ::::::::::::: :::::::•::.:::.::. Prop GB 4 \ra `. \ .� \ CQ/ ` 1 r / ` t \ ;: :::: :'s:•:;.'S2-4x4 Galleries .60 r O �� 6' 1 37.00' TF 73 A I 22.00k i Cl\\ \` `\ ` rI r/ t ` 30' SI YARD o 0 } ``;s� \ 2� ® �� 1' , Prop. 03 #2 TF 75.30 , FL 71.50 , \ ' 120' - 15 RCP i to' - ._ .... .r..- .... _ 202.47'\ / � t Exist. CTF 73.00 FL 70.301b� \t \+ r r Exist. CB \ \ FL It 70.58 •-��_. _ _._� -f1 \ N/F J.E. SHEPARD LEGEND TF 72.88 FL In 70.13 \` 1�4 o IRON PIN TO BE SET FL out 68.se � ~ � -.y.�_ •._ _ _ ._,. .. _ � _ - - - _ _ - - - "� "�' I • EXISTING IRON PIN 11'74- --A =`�6.55'00 R = 140.0 28 R = 40.Q0' °A = = EXISTING CATCH BASIN AND PIPE R � 1 .00 T = 33.28' �----- PROPOSED CATCH BASIN AND PIPE _ ' Ch -1 99 52' �- ® - 55 52 i - - {S? - - EX}ST3NG SANITARY MANHOLE AND PIPE N27'S3'20'W � �. �� --$- PROPOSED SANITARY MANHOLE AND PIPE _ +13� ^ _ EXISTING WATER MAIN AND HYDRANT MAP REFERENCES ____ PROPOSED WATER MAIN AND HYDRANT 1. Map entitled "Topographic plan - Eastern X 72.3 EXISTING SPOT GRADE _- Typesetting Company, Bidwell Road, South Windsor, Connecticut" prepared by Paimberg & - -�04- -- EXISTING CONTOUR AND ELEVATION PROPOSED CONTOUR AND ELEVATiON"'01 craJ NOTES Russo, Land Surveyors, Bloomfield, CT. Dated 300 1. There are no 100 year flood limits on this site. 3••-14-86 and revised 8---15-88, scale 1"=20. _0 EXISTING UTILITY POLE 2. There are no wetlands on this site. All soils are TEST PIT LOCATION type Wve (Windsor loamy fine sand). This properly is shown as Lots 6 and 7 on �• e certification below o the referenced map. 3. The applies to Interior lot dimensions only. Refer to the sheet entitled "Topographic Plan, f Eastern Typesetting Company by Polmberg & Russo, Land Surveyors, dated 3--14-86 rev. 8--15-88, scale 1"=20' VISIONS GRAPHIC SCALE ® (203) 291-8755 PROJECT DRAWING TfTLE SI- i o 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY RE I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP BIDWELL INDUSTRIAL COMPLEX LOCATIONS AS SHOWN ARE BASED ON BEST za o 70 20 40 m o AVAILABLE INFORMATION. ALL EXISTING UTILITIES 1 12/13/88 Add spot grades & 12" pvc sic AND SURVE1f,MERE PREPARED !N ACCORDANCE WITH THE STANDARDS OF A TOPOQR/A1 MC_10� PLAN FIELD VERIFIED PRIOR TO CONSTRUCTION. 14 88 Revise notes add dum star loc. sic CLASS A;=2,`SURVEY-.AS-DEFINED IN THE "RECOMMENDED STANDARDS FOR es9 p iJ� W�►[F,ur u uu !�t� :3 u 8 SHOULD BE 2 12/ / P SURVEYS AND MAPS IN TF4E STATE OF CONNECTICUT" AS PREPARED ANDIN a N 2. ALL UTILITIES ARE TO BE STAKED IN THE.FIELD ( FSi2t' } cvrof essi n3 12 16 88 Revise CS 1 loc. & TF eiev sic ADO TED 9Y THE NNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ONBY A LICENSED LAND SURVEYOR PRIOR TO SE MBER 13r`] ; AN FECTIVE NUARY 1, 1987. 1 �nah - 20 ft - Staves J. Turner +� L@OIIlIId . SChWSIIZ DRAWN BY. Src JOB NO.: 8 -- coNSTRucTION. _ R USC&GS Vertical Datum ® BUILDING SYSTEMS UNLIMITED CHECKED BY. r"o rd DATE 10-11 88 3. THIS PLAN IS INVALID UNLESS IT BEARS THE f ' 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE S RVEYOR�S SIGNATURE DATE LTC. NO. Contour interval Z foot "' civil engineers planners surveyors IMPRESSION THE PROFESSIONAL ENGINEER/SURVEYOR 1�f0. DATE DESCRIPTION BY 1170 eilington road (route 30), south Windsor, Connecticut 06074 237 Hopmeadow Street, Simsbury, CT (203) 278-415$ DRAWING ND: d Nb;ewelflea a�o1 1 EXISTING BUILDING I ( I ' BIT. CONC. PARKING LOT '12to Raise SMH to match proposed N/F J.E. SHEPARD \ \ Popased grade (73.0) \ - Install outside 'dap Inlet Exist. CB Il \ Raise SMH to match pp posed ♦ / - TF 70.22 . , . Proposed grade (74.6D� 2 FL 67.52 • l Install outside drop Inlet ! -'�" t �� EDGE pv►irlT FL I " 67.so 5 c5n6'00"E t - - _ _ _ S50'26 00 E 1 rl G,r•.� rf»� ll� 't '1.1��Ti��7e111111111 111111111 M likill dead 11111 Islas�� B �o• rr' �' -- Exist. MH ` 305,0o j' 7 Id Exist. SMH Rim 71.96 l i, �- --- ---- Rim El. _ - _ - _ _- - FL 57.03 FL - - - _ __ T _ - _ _ _ _ ___ -` ' 73•40 FL 6" 65.00 �� -- - --_ - __ � _ - _ _ - - ` 34,51111 I •R'f --S EW 20' /EASEMEN tE 4� � _r_ ��•-----==�__--� __.--• _____-••__ � ._..� tz.no SANTA � � 11 -- _ -- --- _ San• Lot••"'" 1 •.�'/, , 1 = ' �'" ___- \ .� O ea 'O +' '�--•••.• ""-•- ' ' •�C._ ♦ 'ter ',�/' y ,, � 'r y % o ,o ---- 1 J9.5 I \ j }- Pro CS #5 Set Galleries ® El. 65.0 !1 l �� :68.00 TF 70.60 60' - 4'x4' Galleries::................. >k ANTI-TRACKING APRON +,1y r� Relocate Pole � j dads Gu \�i eo Prop. CB #ll _ _ _ _ - _ 1 �ti� 11 , .............. 021143 TF 71.60 e _ _ - + :60 - 4 x4' Galleries::::::::::::::::::.: 0 o FL 67.9$ ik 2 t �5t FL 70.30 I I I ! \♦ ,� j1 t = 4 '25 25 ' Exist ce SOT AREA \�• , j l ul TF 70.73 , ti3 R - 340.00' i f D �ti2 FL E. s6.78 �,, 4' L = 2 9:88� - - I� 2 ! 14,8 8 s1q. ft. �` ` FL S. 66,33 2.133 c. , i v i FL W. 65.98 Ch = 1 234. 3 . N Ch Bring = 15146' 1� I I _ +1 1 t canon 1 1 1 I I 1rri • Floor Area 33,050 s.f- g 1\5 1 1 I I Building coverage 35,450 s:f. + - 1 f - - - - - - - - - - - - - - - - - - - +�Y Fin`\ Floor El. 74.10 `� +�1 \ F4rl. F� r El_ 74.10 _ _ _ - - 1 I \ l t - 1= 1 •♦ 2 0 In 12 t `• t ® 1' ` -1 I I I L ~ ~ � `\ \�� �' `�� 1I U+ Ln lit N, \ \ 1 I `, caflerles EI. ss.o - , _ �J -} 1 r N/F J.E. SHEPARD pxkles - / Prop. C8 #3 44' 4'x4' Gafleri Riser --� 1 TF 72.6072.60 \� 74 132*24'41 -�� R - 70.00' ' t aa/ r o - 70•26`'fi8'= 11 t \ .33\ R _ \ __--- _� \ \ Fin. Floor El. ?4.10 1 1 ` alleries Set ® El. 68.6 .�ti•r 'rl R = L \� I n ■ Raise Si44W to match raposed Exist. CB `\ \ t� �, ...... �`'',!�nl,l, \\ j�k Proposed grade (73.39) TF 72.07 �� 1 ® \ 60' - 4' alleries-:........: :_: : ::. `'.,+r / I `♦ \ r ......... FL 67.62 �`\ \ \ .. .....:.. ........_........... ` I j11 � TF ` 73.6 0' - 4'>(4' Galleries' _ . .. .. ........ \\ \ ® \ s.® iai t� _ ra Irrl■loll s. R = 70. L VC=71.10 \ o / L = 4 .46' W_ � ` , �! �% ` � ! s 1t xl1tA 2�� , !n Clads �\ V' 3 ` 1 $ e ` D 27144 \` 1 \\ ♦` 1 \ r ♦ °aoa 1 ` 9� '� 1 Exist SMH { # 1 \ `- 5tevea Turns: lot r, 1 19atl \fp\ F / [.toneui-Schr:uta- - \ , \ \TOPS Il...� �Q \ - o • 237 llopmando•: St:zcct \ \ `\ ,\ / ! .r,.a ll•t•,I..nlllnu ulc. \ /HG- '7-•Z - Rim 71 98 7o nr. . , � 1 Se. Galleries o+ E I S85 jusbur c Y cs6 r / `l;• 5 R ( FL 56.08 l o - n H •� / x. PEE , 'S2 4 4' G I_lies Prop CB4 ST CK rr 4`l F 4 e P : O 1 ! 0 \ 1 � � t aomtans , \ t inl. C ♦ \ \ 1 37.0� nldwnll Indust' ♦ -s a \ ARt Af-plicntinn 188-loopI \ � � ♦1 � � _ -. .- _ �f ,� o� t i 22.00t TF 73.60 /!! A Centi•1<:m.,nr _ - ♦\.fS`\ ` ` 1 \ ` ♦ / r0 CB aa>3 s - o rrovombnr 7l 1900 meeting,-.cho inland Hotlands 1 0' SI YARD At the `' `` , ` \ ,` �` TF 75.'SO ANTI-TRACKING APRON pe n8o ` Agency%Loni-�%4ation ':yr nl:-tI••n nl.l.•o�^'r vl.�sc mndificetions ` � ! I'll 188-100P IRA/VC przml`t it,:.the eoaatruction of e I \ �\ ` , FL 7 1.5D r industrial building ]vr at�d an the north side of Bidwell cut ,1g \ \\` \1 ■t \�\ \ \ 'bads anti no of-aahn iIrch nonlavard, I tone. ♦ �=a ® f The following modifiratinnn mnnt hn adhered to for this permit to be ♦ `\ \\ ♦ - - validt - - ♦ \� ` \ � 1.a% � � , ��2 �I.��.1�.,1♦.� � 202.47' / 1. Blacl, and white trsuspar••nt rltylars of shoots 1 3 a 4 with the ` ` \` /' \ _ - _ [ 1 above moditic•ltions and (loin letter repzoducedt-iornan \ 2 ��� , - _ togethar with two bi!rcp,Lnt copies of the entire set of lane, ® + i + , \ , l i p \ R ` t -must be submitted to th111 t•.ummlaninnto bo"stamped and aignad. \♦;\\ \\ �5 Exist. C �� ThfO must be eampict�d r ul reviewed prior to any construction \� \ ' ecti•ity on the nitp. ♦ A'i\' TF 73.00 ♦ 2. construction activ •Ips nhnll he nuhfncs to the approval of \ FL 70.30 the Town Rnginonr. Exist. CB \ \ FL' 12" 70.58 \ �� '�".\ '� t 1rO� 3. The appllaatlr-a shall Isldeooify s1:1 hold harmless the Town of ♦ T t Jocth sritr.'•,ar ay::rn( .+^^ stability which might result from FL In 70.13 `� \ / \ , / ! the proposed oporntina or line. i i� \ R FL Out 68.68 ""` N/F J.E. SHEPARD / 1. wr racol.�r.••a a t•ro4 111 'lip amount $2500.00 to be submitted to LEGEND .. Ghu Plenniny r••s 1nling Cur+misslvn to an compliance with _ ` - - - - T - _ - - - - p ^ / tlrr aroatan ani r.r•l:,vr station control measure*. \ --� 46.55 OQ _ j/9'3i '2$" ��` f / r r T 5. The permit if vati•, for.onn yrrar and shall expire October 24, \\ �`` R = 1 L5.00' R 40.00' IRON PIN TO -BE SET f � EXISTING IRON PIN 1989. - T = 54.24' T = 33.28' - _ . . 6. All approv.+gip raqu'rcf must he obtainml and submitted prior to \ L = 102 36' ��� L = 55 52' - _ '' = = EXISTING CATCH BASIN AND PIPE any r.ctivtty u.. ct.• sits. 1 � � Ch - 99 52' + �� PROPOSED CATCH BASIN AND PIPE 7, A contact portion shall b-IdtintUled directly on the plans. \ I - B. A pxn_construc.lan mooting moot be hold with Town Btatf prior \ �� . rng N27-53'20'W \.� ' - - - EXISTING SANITARY MANHOLE AND PIPE - ' -�-- PROPOSED SANITARY MANHOLE AND PIPE i to constructiCn- ` -r ° �? �� _ W - EXISTING WATER MAIN AND HYDRANT f 9. A sequence and nnrrnttvn nhould hn provided. 10. Open areas are to tin mulched. �a \ f / MAP REFERENCES - PROPOSED WATER MAIN AND HYDRANT 1. Map entitled Topographic plan - Eastern" 72.3 EXISTING SNOT GRADE Very truly yours, T esettin Cam an , Bidwell Road, .'�� 4 YP 9 Company, South • - Jot1n H. Horan, Jr , fl:man NQTES - axisrxy i ,/ Windsor, Connecticut" prepared "b Palmber & - _ 0 - - EXISTING CONTOUR AND ELEVATION °°a* 13RIV ��•� r inland wetlands ;4a6cy/ 1. There are no 100 year flood limits on this site. A p P Y g 300 4`'"�, •a� I:nnnnrvation Germs salon 2. There- are no wetlands on this site. All soils are THIS I���I� .'IS 'FOR SEDIMENTATION - Russo, Land Surveyors, Bloomfield, CT. Dated -'0"- PROPOSED CONTOUR AND ELEVAT ,tt s y: y •; type wv6 (Windsor loamy fine sand). A ,t 3-14-86 and revised 8-15-88, scale 1 =20. �'" EXISTING UTILITY POLE r7I. �mow , vq , JtIHJr./pleat /'1ND E�Os10 colv: Ro� ONLY aa: This property is shown as Lots 6 and 7 on `o _ s 3. The certification below applies to Interior 1ofi dimensions SILT FENCE w *£ncloeura - " only. Refer to the sheet 'entitled "Topographic Plan, Is NOT TO BE USED FOR UTILITIES" the referenced map. 1• R - • eel A.B. Davies, tl.•puCy Town engineer Eastern Typesetting Company" by Pafmberg & Russo, - - � Y"°"� - � ' .. -� p;- 196� 12, Harcla Banach, Director of Planning - Land Surveyors dated 3-•14-86 rev. 8-15-88, scale - - � � , I HAY BALES - John 1t. Collins, Chief Building Official ' {yam_ TR P {mw� Hlchnal Cantick,•bl rector o[ Public Works - 1.=20'. �/ON s s♦ V��O�a - ,. - ac.��.• ��Nt aG\ Raymond Hallowell, Chairman, Planning i Zoning � � � dose SI 1fA% i 1$$�. u I. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS F LOCATIONS AS SHOWN ARE BASED ON BEST " I HEREBY .DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP GRAPHIC SCALE {203} 291-8755 PROJECT DRAWING TITLEcc t SHEET 1 12 13 88 Add sot grades & 12 vc src AND SURVEY WERE.PREPARED PREPARED IN ACCORDANCE WITH THE STANDARDS OF A 2a o . 20 +a AVAILABLE INFORMATION. ALL EXISTING UTILITIES I P '� p 1 LL m SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2 12/14/88 Revise notes, add dumpster loc. src CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR '" INDUSTRIAL L CONSERVATION PLAN in N 2. ALL UTILITIES ARE To BE STAKED IN THE FIELD SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ( IN } i 3 12 16 88 Revise CB 1 loc. & TF" elev src ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON ® FOR �- BY ALICENSED LAND SURVEYOR PRIOR TO SEPTEMBER 13, 1984, AND EFFECTIVE JANUARY 1, 1987. 1 inch = 20 ft. 9 Steven J. Turner & Leonard M. Schwartz DRAWN 8r,• Src Jog No.: 88-304 CONSTRUCTION. I m 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 USC&GS Vertical Datum IMPRESSION SEAL, AND ORIGINAL SIGNATURE SURVEYOR'S SIGNATURE DATE LIC. NO. Contour interval 1 foot � civil engineers planners surveyors BUILDING SYSTEMS UNLIMITED CHECKED BY r ard DATE 10- 11-88 OF THE PROFESSIONAL ENGINEER/SURVEYOR_ NO. DATE DESCRIPTION BY 1170 ellington road (route 30), south Windsor, connecticut 06074 237 Ho.pmeadow Street, Simsbury, CT (203) 278---4158 DRAWWNG NO.: d.• lbr'dwe/1�88304-01 EXISTING MANHOLE 12" 3, T DIA. KNOCKOUTS - 2. Staple the wire " = _� ~ • _ � _— ' ` 1. Set posts and mesh fencing to 9 —— 1. Set tea 6"x6" 1 �� Y ®r_3 excavate upslop from posts. the end of the post. R=2" ''I:. a \�� -+-- Brick - Adjust to I t a © ®®®®® ®®®EnM Angle posts Wire `1 ®®®®® a,_o, 13 Q= l� final grade I I=C3C3 ®®®®® y 5' upslope POST Fencing 3Min' a I a for stability is 1 I Q a a I l s" 48' :i: —I �c., i •�- �• wALI s -- I ®®®®= ®®®[» and self- _ cleaning. 95 'J' _' a' I I� c:� a I ®�I�®® ®®®®® 12" Min. 1 '!!=I!I 1=f 1(-1 f 1—1 I l=!11- — __ __ .'�. — —III^ 4" TOPSOIL & SEE i; MANHOLE RISER DETAIL —4'-°r��� t" BET. CONC, I 4 r };,I�1=l�1—.._.— � � • . � r� l: END SECTION BITUMINOUS CURB ReverseY ,,: • � •'•.:' � ' — .:4 _L_. • I 30 9end 1r'Min. 5"Min r4 1—^ ®® (� n SECTIO t! �009 It+i NOTES: I ®®®® B-B 1 1 �.: �• __ Grout "' " j ®®®®C3 3. Attach filter fabric to 4. Backfill the trench 6" ��.' 1. Where type C catch basin is constructed in 1 the wire fencing and extend and compact the 4' Min. - ®®®l=® 4'_or \ r � pavement areas the normal cross slope of the I � 3,_ I/2, ®® ®® j g it into the trench. excavated soil. 9C1Bonc '-- ram- gutter shall be varied io match cross slope of 1�4,1 R grate. I I Filter 1 •• t� `�' 6«t 2, Walls of all catch basins over ten feet deep I ®I® ® ®® Fabric I 1/4t,, 1! ., �-'r class E concreo I to be increased to 12"thickness inside dimen- I--- .. dimen- sions to remain the some. 4'-0. a a• ^:1� Cackfill d 4 a a a c c a'a ^a °a��4 Q 4, .� i 3. Precast concrete top supplied shall be approved 4'-6' Backfin •t OUTSIDE DROP INLET DETAIL by the engineer before installation. 4. Catch basin sumps shall be omitted if direr CENTER SECTION 11=1 I l•�1!1- 'I 1. I ...... directed - by the engineer. PREGAST CONCRETE LEACHING GALLERIES 4" TOPSOIL i-';i- �j—F -i 5. Precast concrete sump units will be permitted. 5" CONC. SIDEWALK A I:: :I A Wall thickness shall be the same as required SPECIFICATIONS: � ,}(Iljlll!�I__ll�lil�' :,Ifllilfl- IIII 4" TOPSOIL — J I!, - — =I for construction with masonory materials Concrete Minimum Strength- 4,000 P.5.1. ® 28 Days 8" PROCESSED STONE I I permitted. Units shall be suitably reinforced Steel Reinforcement - ASTM A-615-75, Grade 60, 1" Min. Cover I i y Design Loading - AASHO HS20-44 to prevent cracking during handling and plac- C O N ST R U CT I O N OF SYNTHETIC FILTER BARRIER =— _ ` ing. Unit shall be approved by engineer Before f' . installation. r Min. TYPICAL SIDEWALK SECTION �`"" The catch basin shall be constructed ►+orrL" with four ,..��a:o•t=v 1,���fit.. w.,^Ia.•.t.•.t.,..w.,,.ar" open vertical joints in each wall at or immedi-' tlna aKn,aet ,�..•".. ofely above pervious bockfill material. •a.at•.r+ht"a1•w n.e«RrovP r I ly' .li____"—'�� Ili r•• - r a;,e .e110. 'O' t PO]]lICM 4,- WIDTH VARIES �,, +y,.•tr.{Pt1] '1, '� �• PUnIpnRKf Wut I .9 9 9 Storm Sewer Structure �� 9 SURFACE COURSE-BITUMINOUS - r. _— r Min. 9Paper CONCRETE,CLASS 2 INCREASE TO 31� ON ' z '�� r `~ — COMMERCIAL DRIVEWAYS ♦ � � 4• t ••a• � \; QIKs.nlf vV(•IP V- \ I RISE PER FT.OR ' - uM•I•-I / 1 \{1 V Broken Stone j c� or Screened AS DIRECTED I �2_ a •' �� s — ! ` I I Gravet t'.i .• C �.m FLOW - Flow `. t` � €•1§ �,tuw v^urtu ar..r ] "'�b8i� A A ® • Anchor with Iwo 2"x2"x3' �. { ct-I Stakes In each bale. 1 r, � \`-- � `' .PfXs•IrC b...,µat,�'� \ W +I[aebtx p•'u.]trAr 1 `� \ `a`"tIf..1l.at°!t^• TYPICAL LEACHING TRENCH GRAVEL BASE a _ ~ /{/ ;�I,� �� , � bt,•«a..ro.•tt:I.w.]•.•,a CONSTRUCTION f cc.iyn�r��w vv !• 'l _ � i•n••a.rf+rt b tiwsf r " AFTER COMPACTION ' t a TO SCALE 8 DEPTH PLACED IN TWO COURES i 1' — \ n.,,-•. , 1 .• l NOT T e m CD r-cI r'Y r� �V��%' P _ arcrtor� a-ra •••••,'�••' stcTtaJ6-8 Ha bale Installation at Catch Basins CROSS SECTION [D .' P s t e' P TYPE "C" CATCH BASIN BITUMINOUS CONCRETE DRIVEWAY riot to SEEDING SCHEDULE — ALL Dxs;ur-ne�D ARr-Ara rio'r rAVCr? a� lip vperArtoseLOrII. eorinolT2OrJ salt_ A i~ rtttttlrtur� or 7oI-eo1L. sc-a utT.14 r LMT1L17.'-'R AtJD Llrres;Orlc A9 T3JD3CA'ica rs'r No.TL TCsr. SLULIENEE OF CUNSIRUCHUN refetutJt IT vcceTATTvr COvE:M' I . IrTsf.all silt fet,ce around site perimeter. grrD1rIG DATE:81 Ar-rtlL 1 Ta ,�_UJe 1 sQ T 1115E t To ocToracr! 1 f Elear avid grtib trer�s arid shrubs. �ISc -star- r-OLLOuINc rizx-Itrrt,✓ OR COUAL 3. Remrrvp topsoi I wlrpre found un the wr�stern As AT-rrtOvco m'I• 1kir- Or-glarJ rrJcxr�c�ft: portitrn of the site. Stockpile topsoil at K._rtTuctcY r'SLtJCCttA9s . the l ICI a t i on steal-rr, on the plans. •ts.�•t rI, lnpsni l stfrc]--pile shalt be mulched or seeded cmr:mr1tJc rccD rcncu,~ - as spec- i ripul f nr temporary vegetative cover. rG1Tr—t,041AL rt7CcRA99 10-0 'i. liT'.1rJe ant# install anti--trarking aprons. Arr•LY 1•-3 rOLn4 9Z'M00 s.r. G. Drnjirs rnnstTucti0n of building foundation. 7. Rough grade site. T tror!ARY vcc•"-"TA'Tlvr- eOv"I 0. I:lr�r1in installatiovi of site utilities. u�C Tt�C roL.LnuINc sc-D Orr cou^L. g. f"in't!nh bililr#ing fcruTlciatinn and site utilities. 10. F ini5h tar atie and install parking lot binder As ArrrTOvr0 OY Tllr- D:kslcrJ Frrclrl+cclt. and ruT hiTTq. AtJtltlAL t''ir±cRAss iOm. M. l ! . Inr,tal 1 loam and sped. At-^LY rcI urositmam s.r. uITtI ArJci-rot-r-O "Ay rn�-cri lam'. tlr_move si 1 F t-plire upon st�lbi l ization of soil . A; TarIA, Acr-c. 1r Or_:D1r-Ic 1s 'COrlDucTED error-c rrc 1• AOn 13. lFrritall landsr_alre pl ant irsgs. fS:: r•��?'UJ1AL rt7�Crt/t99a . - - p,PPP /rAIeIi1 `aQAapti 4 G a 1 N C o '4 '. a� � •�r I _4 R �� S O! L M1n#fir fPAAAPPP" (203) 291-8755 PROJECT DRAWING TITLE SHEET {x EXISTING U711JTY REVISIONS BIDWELL INDUSTRIAL COMPLEX ����r��vn�2�l� (RU � I�U�E (� s a,>e 1. UNLESS OTHERWISE NOTED, ® CON " ""`_'� " " � -"T - �� � 0o LOCATIONS AS SHOWN ARE BASED ON BEST esign LJ oo AVAILABLE INFORMATION. ALL EXISTING UTILITIES �/ ]�B o o SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. prof S ®n S' n�, Steven J. Turner Leonard M. Schwartz 88-304 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD DRASVN Bl' srC JOB NO.: BY A LICENSED LAND SURVEYOR PRIOR TO ® CHECKED BY.• r d DATE 12`19/88 CONSTRUCTION. ■ BUILDING SYSTEMS UNLIMITED ., civil engineers planners surveyors ry CT (2fl3} 27$-4158 pRAxnNG MO.: /. 1304 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1170 ellington road (route 30), south windsor, Connecticut 06074 237 Hopmeadow Street, Simsbury, IMPRESSION SEAL AND ORIGINAL SIGNATURE DESCRlP770N BY OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE EXISTING BUILDING i 1. •� ,�..�-.- r � � ..-•.� ....,_ �.-..... �... �.-..-. �....._ �� ._ �......� � ��.,.,._ � �. ,.._ .�. � ...... ��......�..�--� .�.. '� `p_ . 22.00' --— Oa r-- - -- � it 1 I ! li I I 1 �21� GU I 1 I }4 Y ! I ll { 1 I I I if I ! I I ! ! ! I 1 ll I I I I Floor Area 33,050 s.f. r I ! ! I Building coverage 35,450 s.f. I I I I Fin. Floor E1. 74.10 '�*` Fin. Floor El. 74.10 1 1 r I I 7� l I _.... ..........___.———.__ —___.__..—— i l II --------- .._..-..-- _ ....------,.-,� Fin. Floor El. 74.10 } 00 41 J21144� j�ZW�^ f`4 D PS R 22.00, A --��_ PLANTING SCHEDULE S1 BURNING BUSH 13 15"--18" T2 SHADBLOW (JUNEBERRY) 4 5'-6' S2 FORSYTHIA 9 15"-18" S3 LILAC 3 24"-36" R o ® S4 PJM RHODODENDRON 14 18"-24" T3 WHITE WILLOW 1 2'-3' S5 PFITZER JUNIPER 10 15"-18" Jr S6 DARK AMERICAN ARBORViTEA 11 3'--4' T4 WHITE PINE 6 5'-6' LIGHTING KEY 57 MUGO PINE 9 18"-24" SYMBOL DESCRIPTION Buildino flood li ht DL DAY LILY 3 FLATS �= Parking lot light JVS SKY RACKET JUNIPER 6 S'-6' BPG CUTLEAF WEEPING BIRCH 2 5'---6' KL MOUNTAIN LAUREL 7 24"-30" RC RHODODENDRON CHINDIDES 9 24"-30" COG HINOKI CYPRESS 1 3'-4' MD RUSSIAN CYPRESS 5 15"-18" My PPG COLORADO BLUE SPRUCE 1 5'-6' o a j 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS GRAPHIC SCALE ® (203) 291-8755 PROJECT DRAWING TITLE SHEET 3 l co t LOCATIONS AS SHOWN ARE BASED ON BEST 1 12 20 gg remove trees from cul—de—sac Jd 2a 0 10 20 40 CD AVAILABLE INFORMATION. ALL EXISTING UTILITIES CAWSHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2 12 20 88 add dum stet ad jd ®sign BID WELL INDUSTRIAL COMPLEX L af�D�C�A E pLAN � 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ( INr o f e s s'o a 1 s '��■ FOX BY A LICENSED LAND SURVEYOR PRIOR TO 1 inch = 20 ft CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE USC&GS Vertical Datum Steven J. Turner Leonard M. Schwartz DRAWN BY. TJV JOB NO.: 88-304 . Contour interval 1 foot civil engineers planners • surveyors BUILDING SYSTEMS UNLIMITED CHECKED BY r'o rd DATA' 10-11-88 IMPRESSION SEAL AND ORIGINAL SIGNATURE "" p y rs OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP77ON BY 1170 ellington rood (route 30), south windsor, connecticut 06074 237 Hopmeadow Street, Simsbury, CT (203) 278-4158 DRAWING NO.: d.• �brdwe/I�88JO4-03