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Home My WebLink About90-13P Plan Peterson Enterprises LL � • E i i { 6 i W� FL°�y� 'L•f 4. F._y�'.{�L�� .� ��t 2'�T.�y{'r"►.r ]'1� i+1� - - I D S1��C PETERSON Pdi N T 7R PR ISE S E. 223 NUT]IIEG ROAD SOUTH � ice.",•..-as:3;.-...-�.. _........'r.. _��..�.L.....�.-�...�.. -..u.. _.. '.:4 z i i DATA BLOCK PARKING REQUIREMENTS: Lone --IP Total building - 14,920.S.F. Min. Lot Area -- 40,000 .S F. Uses - Office building 1 space / 125 -S.F. s Min. Lot Width - i00' Warehouse 1 space for 2 employees i SOUTH WIN D S OR CONNECTICUT Min. Lat Depth 150' REQUIRED Front' Yard - 50.` -----__ i Rear Yard - 25' . �vERNORs HlGH�""--� 2728 S.F. Office = 21.8 spaces Side Yard - 10` QY 6 employees = 3 spaces Max. Building Coverage - 40 % Max. . Impervious Coverage - 55 % Total = 25 spaces j Prop. Building Coverage - 21:8% i Prop. Impervious' Coverage - 54.6% PROVIDED: I Lot Area - 1.35 Ac. LOT i1 NAME & ADDRESS 24 regular spaces (18` X 9' ) j 1 Town of South Windsor 1 Handicap space (18' X 15') 1540 Sullivan Avenue WATER 25 Spaces Total ��,,,,,,/// 2 The May Company i LEGEND 301 Governors Highway I 3 Town of South Windsor PE, T�R S DN ENr1T'_VL_,_'R_FRISES S —''"DIRECTM OF.STORM 'WATER FZ•M 1540 Sullivan Avenue Ss---pIEECTlvi�l .4F: S1�1 SEWER'. . 4 Elio & Paul Capuano 229 SOUTH E~S`A TL'LLI T' ' DAD 1208 Cromwell Avenue El Rocky Lay , CT 06067 SOUTrT WINDSOR, CONNECTICUT 06074 : E 13 Frito-Lay Nutmeg Road South 14 Leonard Saffir (203) 528 - 9774 I .185 Nutmeg Road South 16 Kurtz Brothers, Inc. 500` L.IM1T 'ltNE 319 Nutmeg Road South 'i 27 Kurtz Brothers, Inc. { 16 287 Nutmeg. Road South • i .. 28 Eugene Da & Barry G. I~Tazo DEVELFOP )�7R • s _ 279 Nutmeg Road South 29 Gary R. & Dorothy J. Lamberg �'A ,S` T.L'RN BUILDING SYSrP1;7MS & DESIGNS INC. 27 255 Nutmeg Road South 31 Peter D°Engenis ET AL STREET 201 & 205 Nutmeg Road. South 932 AST MAIN 2 26 TORRINGTON, CONNECTICUT 06790 .. .E ( 203) 489 - 4808 "i � ?. _ t y ,t 29 31 14'.' S-.I_7 ENGINEERS . - -NUJME�.-BA �-SOUTH-- %- / PAL1�1�ER G & RUSSO 3 1 , 15 BARBER PO_1V_D R O.A D 4 _ BL a OA11FT LD CONNECTICUT 06002 (203) 242 - 2775 KEY MAPI „0 I i ti t QT it. Pqi 1 - 200 a THIS MAP IS COMPILED FROM OTHER APS ' DEED ` k " W g; a HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN DIMENSIONS AND, OTHER SOURCES OF 1 FORMATION, � �yt ,� �• I � D NOT TO ACCORDANCE Willi THE STANDARDS Of A CLASS_ -SURVEY AS BE CONSTRUED AS AN ACCURA E SURVEY . :�, J... DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY AND SUBJECT TO CHANGES AS A-MORECCURATE w v of SURVEYS AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED IF aiiiiii�o SURVEY : MAY DESCLO E. BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. �eCk/ 3-1s-90 Fr'z coMMerrs 9SV -4ZI-90 N nl TS { 83i3.4. . I . I . - . I . . � . . . . . � I - 1 1. ' , . I - I . . . I . . . I _. � � .� - I I I . � . . I . 11 I � . I I . . . .. . I . � � . . . �.1,�,� � ,. ,�; .�,I . I . � I . . . . . �. I , -.;,., .I..I . I I I I . . � . . I , 11 ;. .1 1:i"I I ., I I . � I . . � I . . � . I. . . .. , .�. � 1-1 I 11 , . - I . . . I I . � � . . . I I . � . . . . I . � : - 11 ** , , .11 � . I. . � .. I . I - . I I . - � I . . . .. I I ., , . 1.: -. ;,:-:�.:": I I� . 1 . . . 11 . ., I . � I . . . ". . � - I . . I . . . . .:,:,. . . I ._,� ; �.�d .. . . I . . 11-1 � . I . I � 1 . 1- 1 � � , 1. " . . I � I .1 . � . I I. � .: � � . . � . I . . .: ,� . :1 , ..,,.,..._. �I'. ,.1 . . I . I . . � � .- . . I . I � .. . . '.I I I . .,'.��1 �. I I . . - . I . . . .. I . .. . . � . � .. �� -. ��- � I! . . I I � I I I . I I . I I .. ql � . . . I .. . - ,:�t .I � � . . . . ; I I .; . . .. . . � . . .... :. � � � ,, .1 . . - i- . ,�J . . . � . . . - - I . . . . . . . � . . ! : ': . . � . I NOTES: . � .: 1 . . . .. . . . . � � I . I� . I I . � ndy loam, .O to- 3 percent. slopes (NnA) � I � . . . I � ., � . . I . .. .. I I . � . � 1. . - � �� .. � � :.. * I : .. .This soil h�Ls a light fine sandy loam, dnd sand ' loam surface soil . I . . . � 1. W m . 1 . DATA BLOCK I . ...., . 1. . . .. .I . I. �." I � - . . . . .y , , . . I . . . . . .. .I - 1�I . t I ., * i . . . :1, . and s,ubsoil. It is rapidly permeable above the seasorial high water I I etlands Map. ' � � . I I � . p� � .11 . � ..� - � .1 . . ... - .11,,," . I � .. . � I . . � . . . . ; . . . I . - : .. � . . . . I .� . . � . . � . _� � I �... I . -tableand., has a moderate nois'ture-holding capacity. .Because the i I . e � . . . , ,�J . . . , I . . . i . . . . . I . . 1 2. Parcel no 0007 B. - ' ': � . . 1 . I -texture is coar ster in spring -than.Ninigret very * . . . . � . i 40,000. S�F. - . .. � . . . . .� I . � . . . I � - I �1 � . . � - - ' . � I . I . . � � I .' " Small ar' eas -of loamy fine ! . . i 1001 I . " I I .. � .. . I �- :,.- .: I . . I . � � . . � I . I I . .1- :1 . , � .. � . ; . . I I - . 1 . . . sand are incl,uded,with this ,soil., Ab f the' acreage ..is ' NIF MAY DEPAR7YENT STORES COMPANY tNC. . . - I . Min. Lot Depth - 150' 1 1 " * .. .,��I: I I ,��. I I I . . . I 11 . - � . . . I. I � . . I d areas are.used mainly for ta . 17 EUGENE 0. & BARRY G. MAZO . . of existing utilities .obtained from Utility Companies, , � . � � . . I .,. I I . ; . . . I . . . . . I 11 . . . proximate. Contr � .. I I . . . . .� ..� � . I . . I and pasture.-- Some of- the acreage is used,1or silage corn, sweet corn, . � . . Rear Yard - 25' - . . . � � � I . . . . ! . . . I � �, . ! . . . I I . . . . � s, nursery. stock, and..alfalfa. Without diaina.ge, the. soil I �. � . Side, Yard - 10' ' . . . I . . . . I J I � :, i I I � . � . . . I . . I I ued to silage.;corn, late vegetables-_,,hayi and pasture. nt Max. B rage �- 40� % ' .I �. �- " ! . . . . I _ I . I � . . I . I . . - � I . � . . . . I . � . Fully drained 'or partly drained:,ar e for tobacco, pota- . e % � I ' ' , ". 1 . . . . . . ' � .! ' toes, and general crops.' However, tobaccb. and potatoes are subject to . . ' I Prop.* Building Coverage. -; 21.8% ' , �'. .."] I I . � . . I . . i . " , i I . during 'the summer. Fertilizers, are needed � . EXIS77 PAV,SD 00A0 _1D hting approved should not be directed onto abutting Prop. Im ' re, - 54.6%' ,' � . I . . I . - I . to producehigh yields. Appli.ed plant nutrients,. however, l6ac�h ,out . 11, SE ZEAAovoF_0 - TAV-EAJ e h. � I . � I� 1_1 . i . . I ! . I � -I . t9 I . . . 4 �. I . � o. ired miana 6ment thaE will mai of=?= 7)q9_7 &7-F- : . I� I . I . " . 9 . . I �� - G) : . . � - . I � , supply of organic-matter and good 'tilth. � � . \ " VS771VG 1P - . . I . I - I . . I . .. - . . . . I . I I k -_ --____;_134 ,E, ,,, . 7 � . .I I I . . YA V,10 ------------ Wl __ I __ u ! ,. .; . 0 I "e ----------�--,r . . '! � . S-71, -/k_��_o- \.J .,111 turbed prior. I . � . 1! . ! . �r_ �--------=;;-I�__- '10, . " .. ; . r- -_.____________5 Z331/0' 00 . . I I . _� ,.# �� We 1_.� I I 0, I,-- I - -,r-\ -16�4POE40-1 -7VP_50o,4 157r)CX1QkC_ .,a,* 0 1___� � � . � . � . i * I- 8 . __ I ..,. . � . I . I . . � -------�--------� I P 7v�cc ') \ _1i,>JZRCum0C0 64/ 5F_0)MjS,ojr ?i--� : oordinates I .. I . . ___;_� I : LEGEND . 11P -70 P90, '0tJMP,51,F_a CAI X IN ( I--,' . . 56rcTyp) 13 \ 034rJZ1fsa5 � / I--' : 1___' . PARKING MQUIREMENTS: . . � I .! . COAJC- R40 14/67Zr_e� . I . . Q A08 FdFJqc4= 1�1 . . �/ i . I PT. North East .1 . . Z I . . � I - *%. -- . Is �_ I . I . I . I . --140-- EXISTING CONTOURS 1-1 -_ - -, 1___� a . ing - 14,920 S.F. 10. All disturbed ' . I I : __ I -11%, .I . Total build 1 173,788.86 . 188.,248. 14 . . I . . I ( - : . . . t . f B�RUSH & 7REES 15 . ; E I qeDA_____ , IR_Ek,�7 11. Developer shall meet all requirements of the fire department, if any. 2 � ; . . . . I / __SL!V ,"A ) I--,' 11� I I . � 1! A(L e 00 .15i 3 86 . I I I .1 14111 . EXISTING SPOT GRADE . / _�,/ 11.00 I--,' "� 1. � . 11 � � - - - -- - ,%%-, .,,a* ,--.-' -- - 1_1 It . REQUIRED: � . 4 174,037.89 .. ! 00 �- -) � . i I - .�, .� 0 ## / % . .� . � . I i - � P . � .,* " ,�� 'OL456 I--,' - - - - - 6 ..I I I I : . 111111111,f4001111 -M"an= W11 - .- .. wdm�m � be clean f ill, "Clean f ill means natural soil which I t _. ; . . - r .C/tiC/'��p) �_ ,_ - ,00 ; , � a - --7'1 6 empl spaces � . .,.1 .1; EXISTING STORM SEWER . I 16 - I PROP 7Z6,1 - I NnA oyees = 3 leaching and doe I . 1. I . .! � , I . I - . . 5_11C. , ,.e ., � I I- .- .,* X/ -, 1� It _ . . . . I �,- I � I 11 I I ,-P I I I - . I ,�:, .1, . , I ` - .I- - spaces I . � I ,i . . 1 :, , * .,��-;��;:,.-",��:,;,"�., .1 . I . '.,�,,",� , --�. I .,. _ ".,:,� I I �-:,-"-,,,� " . I- 11 1' " 1___' 1 erl I � t Z . I I �_ . "'Fi, �. ,�.. , :.,: ,� - ��,%'.,.. , . 1� . � I I ST `8 Ei I . I '. . I � 1 . . ."I��11 1- I , _,,J . . .1'";"_ ,- - 34 . � I . . I I ": . . I,,, .'!,', � ! I _ .. at", TV . . : I .;;�11'Z_'Z"I": ,�,.-,.`.,�,-,�' ; -'1-1 4" _,��' ,�t4 , "'If, � I � . It ===== -EXISTING SANITARY SEWER _ .. ��0..,'v 11 . , _Iq . . . . :", .�: ,�, _ ��AN4�� -_.-'�, "�..,.; . I .1, ---" I � - -,!'�,-, 00# 1__-1 V ') 0 � . I �.,.�: ., 71_1.1�,�: . ,_ , ,". �., III ---. I PROVIDED: . � I , . . �.,;,,:':", . .- - ;_;'1,,.,1 .�;,w:_ 0 I---- I I 1 activities shall be subject to the approval of the . 1 �; - " I 0 , - ;% .�, . . . .�.�11 ....60 . - - : a* R I--,' ,6 I 1< . . . J . �t .: 04 I I I I . : . . PROPOSED SANITARY SEWER ...:-�'-�.',.; _-_1 00 .15 A ..flfffffff llfffill J"M M . I?- I . I � . I � . - . ..,",��.-,- .0 __,�' PV Ln no ot'is�M=M � : I i � . , . . I 1. '.'_.�,�, a 74- 1__,�. 1 I I I : I (5 .PROPOSED MANHOLE .... � �,,::-� : . / --) I--,' � I I- I . . .�! I . : - , - :"��;. / - . . I -� - a - space (18' X 15' ) . I . �':,',.�_�,)�; .s afi-_ . ___ � . 1. - I _ -, - -_ !) I . I ; . ! . � . .,�,�ZL ,p - /,311I h I .. 0 ,�s,��e oa% . , i . Q PROPOSED CATCH BASIN .,;��t_,::) . 0 - . Rap ST 1 All services to be underground - . . :_.,� I . . . . . .'�Aq I ., . . A I I I � .- . ! 1. . I . I � .�,I.M "I . fl, -71) - 1. ' . . , .1. .1 ,,.'�,*,';,. .11 . ? -46 ,--' _111C - IL EROSION CONTROL .- Harold K. Helwig � . . .� . -- EXISTING GAS , I I I '11,','!1.1':1 ----,' - - -_ I I .- . . . . . . .. . _;:,"', '' .., 'A \ y pgz�p C13"I . I I I I � . 1 , I .1 I . . ,,-,-,�,,� . "I . _/ 14 " I I N 489-4808. . ..�. I] - . .I I-:.,:. . . . . -11 . . I -6 PROPOSED GAS . , "._�_��11� Nle 73C c".40 I " I I . :.. I � �,. - PROP ca MZ 111� . � I I �*,�"!', 1___�, N." re--70415-- I, T , , ! . .. . .- -, �_ t . 1 , - , I . I 1. .. 17. . . I P. �-:,�,,�`�`. PV . ____� TF1:71-.:�o 1_1 ./, - . . I , .. . . . ____ ., �,:i..-�,- J - . . I I— ! I EXISTING WATER . �- ,�.' ( . r-G, 76.0-% ,,-- �., > -_ / . . � A . . .1.:1,. .. . �, 1. G I---- I 1-11\ I I 11 . . . . . I ,; .1 I - I 10 . - / . . . . . . I... .. . � I , . ;,,-, I I . ,_-�,: I . -w- PROPOSED WATER , - ,_�J, 1___1' . SAN. SE4ER MH I . . � 1� . I . I 1 '4�1�� / I .. I. . . .. . � I @� 4 7F =- 75.6 ing trees,'where o . ! . ,. . - . . I . I I . �& I . . - I . . 1. 111 . . ' . . �A . I � . . . .- . . 0 - I.P. TO 'BE ,SET ' � � . I # . A I I e 9 I = S8. 7, (,,,v /0 remov , 1. ., I � . �. .. I . - . . I .1, I I . . I . ��*�' 0. (� I -F-= ,57. 6, , I 1 . , I . . � .1 ; .�. � . . . I I . . . .I . I ,� *.-' � �� V `1: 11 117L� (Oor 6) I . I - - . . �,.! : � ' . I . . . - 7� � � . . ,-. I . I. . I 13 . M.S. TO 'BE. SET I '1A___;4f V , . I . .. / � 7owrL o-PSotdA Vt;,zd6� - 1 1. . ; . I . . I I� � . I .1 . . �� 1 . I . �. . : 1 I I .1 . " 11� !PC 74.q //It: ' ' ' . 1540 SULLIVAN AVENUE - SOUTH WJNOSO&CONN.05014 � . ,:. I I . . I I . . i6." . 4_� 1 . 20. Existing stumps shall be chipped on- site h 7, AREA COOE 203�1544-2511 . . I . 111111111111111111111M . : 0 . . . . I m STAKED HAY-SALES 'OR SILT FENCE - .I--- f --j% - - .117 ---.,--,-,-.,--.11.�.:k..-,-,-"...I..,.�...�..,...�,.,.,.,...,.,.. . ,1. . . ....�___.. ' I . I , _- I . . . . . I : '.. . 1. . . 4 4�i��:��i�iii!� - . .:.::::::,:,�-:�:.:.�,;.!.:�;:::.:.:�-.-., I I . I I . . . I / . * 5 - .- 1 ?149 :.X.1i1_ '.--��i:i��-��i�i��:":�ti!:�:�..��,....,.,.�.-"...::�:::.:.:-:.�".:::�:�:-,�,::::: ::j:�.::, ` '.:,:��..-:-:-,,._.� removed from ,the'site. . I . I . �' . i - , , , ___11 � , , -`,`.... . - _..� - .�. -, -- �', -. .1 . : I -,�?Mp!!!�::::�::�:i:�:j:... ,�`- . . . �',r . I 9 611'avr P�I . W... :::.I�, .!-��*:�l��i��:��:i:�:i;��l�:ii�i�:��i.�i�i��:��i�;��l�lI -�ii��i��li��i�i��ii��i�i�� I � I c . . . - ;L-.,,��-�:,;;.:-:,:-:.:. v::!:-:�:.:�.:,i!��i:�:�:�:��..... .......* "" . - � , , .�I�,�:: . � I . -i.;��....-�-:.:-:.::,�.:�:�:.:.�.,.,.: , -:�:::.:-::::!:!:::::::*:,::::::�:l�1:1;�:i:.:-,�::�.�:��:��: :. .,.:.::�::�:��i�i��l�i�l��i��i��", .::::.::�::.:�,�:::�::::;:::../, !.!:::��:: .i:l�i:��i��--��:I��i��j��j��i��i�:��i��:�i�iiiii��i�I��l��i�l�i��li�ii* I . .1. .. . # I 't-:� - �� ......... . .. - - . . . i . I . ___ e_ ......::;i��:�'�..........'��:.:,:.,..,...... _ -�i,:�.��:��i��..��:�:-.�:�i�il:i;��i��i�::��, .��i��!:��i��i:��::,. t . . . . . - :�::::.:�:�:::;:1,:::%:�:',- ,......"�:�i�:��:�:�:�:�i],��:�;�:�:i::Il��; :�iii:�! -::� i:��:i�i� iiii!:��:, ., , -:....':'::1:. �:-::-�:�:��:i: . r 1:-3 1 . I , .. , _ - :�� . I . ...... � �:::.�::::,�*':�:�:j�j:::.."......',_ . . I'�,.�-:,:I��:�:::::�:�:;ji�:�:��:", __�i��i]��i ��:::::x-:,:-,: ,_'....', , on' site prior to clearing. . . . . . I I . FIZOP CAS"3 � ��;�,..,-�� :��i��;�i�i-.,i��:�:!..,.i�i�l��:".,.i:�*-'�,.:.:.:,:��.:.�...,.,.:,�,:�i��:i��l�ii��l:�l��i�i::i:��:��i��il��:��i�;��i��i�l:i��i:��i��ii:!:��l��:�:��:��:�:i:.::::::�:!:�:�:�:��.. -.,.�.I.:..,:.,:,:,::"�l:.,:�"-...:�::!:::�l::�::::i��i�iiii�::::::::;::!;�:::�::::.:��!::.:,�::::::::;�:��:�:�i��iiii�:�;!:�i�;l�i�i�i�iiii�i��:i��- . I . . I . I � � . . . . 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A conta an t , 1 . .,.::.:��::�::::..�:..!:;;i:::��i�ii�;�ii � re., Appl. 190-13p, Peterson I . I I : I : �:�::!��:!�:ii:��:��!�i , : � I -X1:-:-:,;,:.: l�:, . .1 . GP GW:R=F=T- PRE)_+Ee+IE)N * � �;i��:i:�:;:�:�!�:.:i��:��:�::!-.��iii�iii�i!�;�i:��i�i�:�ij:�:�:]:i:�;�i��I�:��i:�:�:�:�;�ij�:��i:��:::!:::::�t-.��.....�...._.. . . � .:.::! .:;:!::;,: I . ..,.,...:�::::�**!!�:, . , ; ��l:�:�:,.::��ii�:�i��:�:�:��l��:,.:��i!i:�:�:j:j :�;�::!::::�i:i�:ii��;�;li�i",.i .1:::!:;::.:::�::,;;:j1::s�:` __ a ' . . I . .I I :I:j:��:��i��:�;�:��i!i��:j;��i��:��', :,�:;!:: . a ��j:�l�:��:i�:::�:�:j:�:ji�:�:�:i��::;:,.��:�:�:,: �,;.:�:,�.:......-,..:.:�:::!:�I��:�!�:�::::::!-:.�:i:::��:!:�::i::i:�:::�:l�;,:i:��:il: 7. We recomme unt of, $3 000.00 to be : - - ' . .1 t+ . ��.��i::��i:i:��ii��ii��l�;i�i�i�ii��l�i��l� .� ':,� :i��! I I . I I I *�';�*:`:"",` 'in I ensure ' ' � � .. - ,-.,. ��ll-,�jil:i��ii�i�:i�:��i��l�'.-.�t�-!.:. to Rd. South intersectionandnortherly of south . 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" . � � . 11 -Tr-W,7L-.'�- I . m�-��:.�.` ,:��j:�:�:�:j:j:�l�i��:�;�::�:!.:.:.:,:::�::::�:��.:- -1 . . . � I . � . , :; . . . . .� �i��i!��i:!:I��l�i��il�i��;��l��l��:�:ii;*:�:�:�l�:::I��;:�:j:��............- -...,..:.:... . . . .. . .. I 3 I .. �...........:�11�i:�:;%:::��:�:�� ,;t : i � . � I . I I I . . I . � � I i.:.:.;.�.��:-:,:::.::::�:�:.:.�.:.:,:.:-:.:I�--..:.:.�.,.:::.:�.:��::��.:.:�:::-:!;!.:.�.;.��:,:.:.:,::�:��:-:.:---.:-�-�;-�-:..-'- ca . : . . . I r,_- (4>9_zz A Z4 :-,::,,.::.-: _..'.�.,......":�::�:::�:�:l�:::::��::� I/ F-I R . - ; I Very truly yours, . . I I � . I ; I J I) . � ...'......,....'.._.,_.,.��i:�i� : I. .0 / I � We are 0 . . . � I I I _� ., " ,, � . � - ...�::`v:�:-�.:-:-,�:--,:":::-,.m:-�� --- < - . I -'.::�-'�;,:.:,.,::._., , I I . .�;, � - -� � .. P I . ' " , . -- 'I -6....../ - .L --------------� - qI : ,�� - -. . '' : "! . I 0 I , - - . � __ 1_� : I I . � � / �_., �_42. - 9.1 1..1-1, -, ,I I . I. I I I �D F-/-(a 0 5;C o i lg .� . � . ,_�,/ 0.,_-154 4=.Z-.1-' .. . 1 �, 60,C -0, � I �� .... 51 114P _. o m . '' . . �1. . I . .51a , X-51co'hic, sjoe",44Y_ ' � �D # : X � . . ��. irman .I. I . � � . .I. I 19 � , X : -I'.,, I , . I . � _L I... 1111111111� �. V 10' ALDER . . . . - -, - '. � I I I . : : i . I . . 01 �''11''I'll''.......� 1, I . : . . mmion' , .. I,. . . . .. . � I 1 61#0.0i-C, 1 1 [0 � � 1 'f 2. n I I � 1. . . I 0 , I IF- - ��IN, MCP ce 05 0 / . I I . I.� . I I ; PV I I D . 16., : Of .. .. I I . I . � 3 . "i2-1-1 . � JAL/pmm . I . I I - " .I � I . I . . It 77�7_3,'�> f : I 3. . . , . . .:, - I I . I � ..I - . I . ,---- ---1. C_-^k : I . p cc. . I I - I., , ., . , I I . . b - N a-09,80 a .-Jerry I I . ", . . . ; I . I Marcia A. Banach, Director of Planning , I '. I . . . . . . . 0 � - 1� Z �_ 41 1 11� -. I/ 11 ed). I . . - . I . I .. .11 I . I . I , zi 'O i I "N' :1 , I .- 1 41 . r PC 64 . . � John R. Collins, Chief Building Official . I . . W , I . I /. 4 1 An as-buil Planning & Zoning ,Commission . . .. _d� ; . - � 14) 'I k1l Ila / : I � I I - I 4 . � 1 . I . a \1 6 . I at - / 0 ,Ar FL = 70.4' pay , I . ; . �. ) - I I - ns. I .. ..'' I , J � . , \ N to .� � / : 11 . , � I 1. I . . -. I . . . . . I . . I .1 V) ,I I - �.. I I / *. il � , .".. , I - - I . . I . . .14.'Vl 1 - \ I " & . \ - . I : . Fkt�P �5TCMZM M , 4 1 I-, 11 5. I I . . - - 0 BENCH MARK - ELEV = 76.9i 9 . I I . . 77--: 73.'70 1.1 i : lo'P- /47AJ�' I �,��;-"�, I . - � . � 11 I I .1 I . I : I I , I \ �,-,",�` I TOP OF HYDRANT . 6. �. . ". , I � I . - re.�&q.01 - ,: 5=0.5% 1 : 0 -Tr , ; , C..-':. I I NnA . �! 4EV.4-4-q0 "sr44,0VC)s ,/� -,,7,- I . I I � ,�;� a 11 . � I I � I . . PV , 0 1 1 . . . I I I// I-)-,, 11 7. rzv 3-�s,-9c) P!,z conmm&n-5 , -t . I 11 3 I � . I . 7 I- __; - --- - - � I I . . .:Z- ' - : . ffi/ &_&_9C__14 . . . ,� " . I - - ,3.7'7 - - _�,I -_- ..�_- stamp and authorized Signature of the Town of South - CQA4E��/___, Q��114 �r� 11 . ! P - 7'/F- -r- - I . � . " , -r 7 - I - I -A---- --____._r11`_!::::- If : . ... , A I (1, 6 1 % I- _T �� " � d." . I I . . � L ., :I - : . I . � --�', I I I' I � X . �k* . . I I i I 10;41!:!�,11 1�1��0 I CS . , 'I . .� . . . R .3 It - A,=4 I - 11�7 .....al Oil 7 = 74.0� 8. No pavement, can be buried an the site. 11 %�, . . 1Z,y-CJ r4 -,q,:�7 �-7s,5"n- - ,,........... SOIL EROSION & SEDIMENT CONTROL PLAN. - I � . I I � (R), - .. I I .. _� \ .-Y ..a ---_____---------- - 11 FL = 69.2 (OUT SW) . . . . � ..; I ..�........................�__ . I . - 1� �% " .11 ..a.& . 7-JL = 69.9 p IV 15- PVC) 9. . I I ,. . I . - .. . . . I � - . -4' :�07610...7064..a 11 = o - I I .. .I 11 I . . - , _.Wv..p a \1 I-IM17- 00:" (n0A.�7-P_UCr10AJ67'Y,:1) CP) T' PLAN . I ,I � I . - . - I .'".1to , 69.7 (IN E 18" R . I I . ,� I � R10,11CIROX. LOC,�97-10AJ I 0F - 12 (9 1 0 - :K - . � 10. Slightly tailor p s . . .. .. .� I 1 : . ...,a . . -_- I i I �w�*_, I W liz * . Id needed for variety. . . "; 1�: - 4'. - __ _ _ -ERPRISES I ; 1v GAS METER-� � - to - - - ___X__ - -- - I I UND.-RC7RO,VAID C7,qS ^`9,1 . I _ _ . PETERSON E am. I . I . ! . . . . I- .. I , . if _00 ..- - - ---*- - - -'A wi s S � I .1 I . . -0 . ., - - __ I 'fications, together with four bl L . 1.I- . : . . . - .9. -L 0 . ---.-___A.�___ onod-, .. I . 9JL%AA"%JLAXA""-�" I I ........... 'Pa. .. '11,10 . _ _ w 223 NUTMEG ROAD SOUTH � . . ., i - - - I I I . - - � /Z- W54/r0z 1PAIAJ :-4r- WC . 7V-6-cS 7D OEM4jAi . . l - . : i � I �, ommss . . OWNER I 1 I I �, Commission, must b : . " I CB �, . � . . . . I � I " . . - . X, 11 11 I I I I I TF = 7J.2 - " 1. " . 16 Y\ SOUTH 1%q e ee he -Commission, they W I I .. .�! . ; I I AX r I 1; . I F7_ = 66.8 (our SW) 11� . of, NUTMEG ROAD . . ill be PETERSON ENTERPRISES - . . I k I 1�7 , . I I � , I p I . I PQ \1 . ,30 ROPI . --75 m ent. I � I . � . 1�-1 ,_ . 11 - - Z=-- Vr u . 2.29 SOUTH SATELLITE ROAD � . . .1 I 1. . ==� :� ==== ==�L . - . . . I I �_ _� 36" RCP - I- , == _= - � ; SOUTH WINDSOR,, CONNECTICUT - I .. 1 . � . I �_ �� - . :�� __EE�F=__*__E�i��_ - __na�=E- _�EE=---F== i y -11�1, AN N MMN 1; - . . I I - _� CS I .; . � . =�_ -_ IV- . . I I . �, ===== :====. E�E�! ._,�� . _=:, ---> . `o`A . . I" /1 I I E�=_�_� . : 1 . I Ak 11 Tr =I 7J.9 ,��,.� 1-1 528-9774 . I - . - �__ � . _11y I _. . ,,e,--,:, , C_,_-,t,f,/ . I i . . I, . I -0- FL = 67.9 (OUT NW) E . I 1. ! . I . CS " � _.. . . I - FL = 68.4 (IN NE) ,chairman DEVELOPER I . . . . 7F = 73.2 CL&P a F7_ = 69.2 (IN NE) ' ' : . I I . FL = 66.8 ( SE) .-1?1:>1111e0K- kac.9rloly 0/__ CC: Inland Wetlands A enCY/COnservati mm : .- � . IN W TH UGHT 11 9 . ,. -: : ng Director Z11 . . t _R4 -`GNS INC � . -L = 66.7 (OUT W) ZIIVZY`6�7 79 0 a1V Z> . I n F V�4�725-& : I EASTERN BUILDING SYSTEMS Ek DE. = 1 � I . . I o . . � I I FL = 68.6 (IN NE) MA71AIo!. w . r -I . . . I . . � F. Shaw, SuPt. of,Pollution Control . .1 .1 � . . . . 932 EAST MAIN. STREET I ! . I ! . i . � - -=== i W. Lanning, Fir' I I . I . . . I I � , . I =� I � . � , . I . ===== ==== ==== ==== ==== ters TORRINGTON, CONNEC"nCUT . I.... .1 I I ==== ==== ==== . I . . . . . === . I .. I .I � . I .- . :: 7==== I I . . I . �� .�� . =;� , . .; . . I I . - === =� I SAN. SEVIER UHi PZC File . ; I . I === . . I I . . I . I . . . 7�qS 7 === === . TF = 73.9 1 . I ! � .. I . . I � I . . I. 1 . . F7_ = 5Z 4 . I I . . \ � 1111180frop"r" I � I . I . I - 11 . . I . . . . looll V4 N- .- . ! ,, 00 N I,V,,, . 11_, 1090PSOffir, I. . �. SAN. SEWER MH I . I � �! ' . - I I : . . . . 7F= 73.3 0'e�'JL RIA -liki- . . 1 4,- " _ FESSIONAL ENGINEERS ... ! I . -, I - I I - - ( � ; A - I I I � . .1 . I . I I FL = 57.2 I 4to"3py 1 0 I? . - , . ; -2 11 - J I . 1. I . ) " X -41 - � #ry , I I __1 . I. 11. I I I '. IT . . I i;l .. r :� �� . . - PREPARED IN .. � . 1,40 . I I I I . I I I . -- - . � I . I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE , - % - . . I 1. . � � . - - � -0 I . . . ; I I I . I REFERENCE MAP': . . . .� . � . . - - _ : '. 12 I . . -nCUT 06002 1 ! . . I - I I ACCORDANCE VATH THE STANDARDS OF A CLASS.jq-Z SURVEY AS a Z-*C: � . I 1. I I - . -, BLOOMFIELD, CONNEC . I . . , . , I :, I I . I � . . :F ACCURACY - , . - - - . :: .. : . . . . DEFINED IN THE CODE OF PRACTICE FOR STANDARDS I _ ' : , ! I . . I I I � � -� 'I,- - 'Q7 4a 1 . ... I . . I . . I ; , ,. . � . I .. I. - 114 . -048 I-0, -4, . � I . ! I "' ' ' OF SURVEYS AND MAPS. ADOPTED DECEMBER 10. 1975 Ai AMENDED , J�( . - . _ N -2775 . . . . ; . .. I . . I I I i y , '- ..__ , ... - � I - 0 q. q 242 1 1 1. I I � � I � 'Parkcentre. Res�bdivislofi Plan Pro'pert" of Hartford - . . BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS,!INC. I. I ,-- ,GiGT�ifl*. ,`I; #Q , I I I . .. I I . I � I 0 -__ or 0'4� .,, . I I I -I . . . . . . . . I ," .N-%. + 4 - . I I I ,,, � . . . , -.- 40 0 , 9 ,5 I I!, I I , I I � I I . I . ,..., .. - . , . Jewish Foundation,,,& Savin-'Brothers, Inc. .South,.Windsor . . . .. 1- 4 ' BY SCAI E , DATE ISHEET ICHECKED ' JNO.,8?/3y -i . - , I ; , . ' "=100" 8-7-86 By Pai�mberg §o.�Russo. I - ., &'QNAt�s 00 .1, = , . � , , I". . -3200)" I "'o,ovs,"0860", e 6 I L I / -0-.qo Z 096 , . I CT. ' (549 1 . . . I ,� I zo I Z -)I�?-$e ., " 111 � .I -. � I .1 � i . . -1 . . 1- I I I I . . . . - - I -_ I- . � I-I-.J 11 �I., 1 - - I I . � - , . I 11 . . . : � , , . . 1, I - . � . . � 1, I . . . , . I . � . I : . , . I . . . I 1. . . .. .-.11 ��I . I . . I . I I I 11 I I " �:,�:.� ."," - . I. 1 . I . . . I. I I . I . . . I . . . r I I . . . �I - I . -, - I I I I � . . I . I . . . I . I I . . I . 1. I _ ..., 11 �. . . ,,. . . I .. , I . I .. . � , . . 1. . I I � . I I , .. � 11. � 11 . .; I . . � . I �. . .1 . I . . I . .11 . I I . 1 1. . . . I . . I . I I I . . I I I . . .. . . 1. . 1 ,��.'':, �,,,,��_,.,:�,, I . . . . I . . I . � I . 1 . . . I .I __... . . I � I I .. .. I I I .1 . I I I I I � -- . 1 . I - 11. , . �-.�,,.. ,I � ��______� _ � � � � _� � - . I I l i 4. - � 1 cX,s7- V Ei? tZ0-l+D 7I , x PLANT LIST \ t7csn/Jc IF 41 .• ,_� r 20 ,Z33 ,o• � � I C AC'4- ?�- C'n/y 1 C � �� ►2 ��I� �f�i o� LEGEND sET(zva� Poor' vv,,.r�sr��2 v,1 ' r —_I40---- EXISTING CONTOURSFF,�J4�•STTX�- �\ � - -- "' ...__. •.r - ) y (/ /'� \[�^j�j��+ ,/ 5�, -�-•�� ' � l i "� tJi'..�'r'..1� �D _ •l / 1 f" i,/ C.i\� TT-`s/✓1 '�✓� ✓' 1 ` i-- G�� W C - / -�--- PROPOSED CONTOURS eRUsir c r,�s ' z 5' 2Ff ' ' J f C� iS C�-�-I I �151 Sv tJIJ 11(Z v4� 14l=I -EXISTING SPOT GRADE '• .�� , , ; . , �= -'' � . 14l.I PROPOSED SPOT GRADE ' • - r ' : - . / ��' �� ` - - � +-� ,Y �4�N� •�4Tus Cr�t •� � w„�C�.v �uc��u� 4�}- �S"��'�. ��I�� ---_--- EXISTING STORM SEWER b � �E .11AJEC�P) - " NnA " PROPOSED STORM SEWER 1� ' •' �� `'" , • • :' `� � ' • �` . '� ' � N I�.US G1-41�� '�� 1 �r��2�CZ- �U� ��—.�z.... I g . � � 5 ate t�� -J�' EXISTING SANITARY SEWER i 1"� J) .. , PROPOSED SANITARY SEWER •. . , _ �• 1, `�3 - I , , . ,, t��1 , / A S SW �NbvUDp,��T' C'A 2 I Zi,2` rcAL , � � ® PROPOSED MANHOLE �• r¢ •. _ `l . • ., ,..�, . _ .. . . . .•• • • - ® PROPOSED CATCH BASIN -l-.: --` �'pP� v:o.s�,r, j t �( US � o3v� /1-�i--�~ 1� / -� ytT EXISTING GAS _ �' pA -✓f y y� _( � P,Zo� ca r -P p I 13 CA' c / ) ' G PROPOSED 'GAS EXISTING WATER �L _ � �o.o•�• - ,, �- -( � ��v C��S �1�� :�C�i%7.p�N�aN 'L� ��`� � ` °' ��I i��..1;Z- �.�•-•- W PROPOSED WATER �' ,•1 �`' ��I I "' ' i l ,J '� 5 � snrv^ s>Wlv nry o i.P. TO HE SET ,; I r ` 0 `�/ i i m . ` - c ` , _� - �J b l� � I —►h St�17. CGI�TI�i t--l��• �J/A © M.S. TO BE SET , ' - ,> '� 4 ; , l I -71' ME Q sip STAKED HAYBALES OR SECT ! ENCE ,/ �7� -� 4 ..:_ I , I 4.9 I - �4.y i 74.9se- ( � CGi�{ i t� P - " •-�� ,, I -r -Fv�A a�cT �.� c�-v rr• `7 (�- '7' T �-�9.7v --,- •- . • 3 �. ! •tin = �i , i �WACr- 1'9-45E2--FA SP2VC.. 2 4-5 Hi i3 L Ca IBC \ __. ^� •• PI-CAP. �iUr,C.Olil r� � j •� >, N/F PETER � ENrE,Nr�S�� FT AL o, ��'. �. �`� 1 1 � •! I�"s�ti P,iL `� • V, x N. BRUSH & THE UHE i70.Cr� I 3 AJilf't IL O Hoop eAiAR.U) 1 I r�'n OP CL' i `v� 1 74 C) "Tr- 73.70 j 7 .ID r I fp I Q 12 �� , .4��. -••ram' 5' I 7 I _1��`'� �--� IAG C k '' �``'® •; T/-115 r�•c�4�.1 I S r�12 •Gl4��JtJSCq��nf c� - . . 3 j / b'•a,c c <,i+n) 77 �"`D V '✓ r cisI` PUR�sE5 0AXV 716 r�ZOf? 5fty;►a M-H. �•• 1+.. n� ,, . .. . •, • . •. S • .-_• '�• _ _ ! 1 7X - 73.`/,J �. )' , io2 /S�cF,•/5"Kc - - - `._..- RE-PICH A1AHK - t?,t� -i6.9.3' _ TOP OF ,HYOR,A,VT ! �i to . „• � - - - - --;!' li � � NnA . . ,• � � . r • . -�'" ,, ___. • -- --- - _ �: '1 -- — ---- ' ,emu. 3-15-90 P�'z CLW/vtEiJ77s E =z33-7 to O ;: --ti•-- - - - ` - it • �,, ; '�t,, - . _ .- - PLANTING PLAN 14 .,0' zip 2, i�, t Is" r< /- i r i,;UK LOC'�'i^i�! �i y i�c�i h U/ o ' ,2Di2 M-5 �. t1E7�R, ON ENTERPRISES � ~�- PETERS .__-____ -- . _ _ .___--_ ,z•• ,�.-�: ,��, ; � y,, 223 NUTMEGROAD SOUTH OWNER 'IF 73.2F2 = 6F?.6 (O;!r ��!) ti f �x r'.l f, Tr 1� d\ �_��A. : K / r i-7 ti PETERSON ENTERPRISES P om` I` R4 _ r 229 SOUTH SATELLITE ROAD ` ^ - PC -._-_ w _ + `'� - _ SOUTH WINDS OR, CONNECTICUT -528 9774 '1W, 77 _ DEVELOPER c �a (IN SC i vt)T7f tlti,Nl EASTERN BUILDING SYSTEMS a DESIGNS INC. 932 EAST MAIN STREET TORRINGTON, CONNECTICUT I n. r.. t ,. 489--4808 ,:��,. , f r _j. LANDSCAPE ARCHITECTURAL -- _- 7j. hI.3 .' lrIA, F. 57 F DESIGN ASSOCIATES, P.C. FiAhFrH ' _--- .. ROAL) Ri:FERENCE MAP: (LANDSCAPE ARCHITECTS SIMSBURY , "Yarkcentre ltesubdi.visa.an PlanPlanPropertyProperty of Hartford � y CT Jewish Foundation & Savin Brothers, Inc. South Idindsor ---._--- CT. (549-•3200),f lf,=100' 9--7-86 By Palmberg & Pusso. �"� ` ` ��/7� 3 ��• � r.:31 • NARRATIVE,. The prapo9ed _site development for Paterson Enterprises is, lacated -on ih .v side of'Nu m South 'in South';Windanr Connectia t , e t. 1 The ire -to' located north i t eg Road .� in Zone 'IP and the lot size is i,35 acres. The lot'ls: baunded:tn:,the May Department Stores Company, : ?nc. and N!F Gear PERMANENT VEGETATIVE COVER PV ge' HalJ:er, vest by'NiF I Road Scutt and: to the east b :Gar bY tJ/P Peter D'Engenis ET-AL and' aauth by Nutmeg ' R. & Dorothy Jr Lemberg: 12,,820 S.F. building and perking lnt 'are to be conetruC.edin an area of. :i epprn irately .•737 acres, of the 1.35 acre'tat., An d y _isturbed-areas:-within .the'. develo rent not o be bu l TEMPORARY VEGETATIVE COVER � (TV) Site Preparation p izt ar paved on to be per.manentiy seeded',ss •, . .. .. ` deaoribcd later in .the narrative:' . Total- impervioua`.co4erage..off- the 91te'will •: .i :`. . I approximately' •54.6 %. : Grade os needed and feasible to permit the use of conventions 1t1 g �:he' appr ; :- .. - ion, seedling, match application •`,-•1 SEEDING { ). : . .. he site ie serviced b • ublic sewer, .water andelectricity.. . .- . .. . .-. once. All radio should be done in Y P n , The.utilities equipment for seedbed prep 1 Select a mixture from page o€ or use mixture ;T .. to servicing. the site shall: be under round. The storm. drainage 's t acC nC the,measure O ra i eye ern.has been and anchoring, and maintenance grading recommended by the Soil Conservation Service Inoculate Site 'Preparation aide a with th are for !_and G ding. i all legume seed with the correct type and amount of designed ta'collect the storm water'in proposed CB's -'nd.;,piped'to,iyhe existing:' drains e stem,, then-into a existing` deter b *Permanent..seediri shall be accom lisped with one of the following seedin mixtures: Grade as needed and feasible to ermit the use of Seedbed .Pre oration Inocuiant. g Y g Ilan basin that 'teas been sized:to :. ,' . ..:.,.'. •. seeding'mixtures; Refer to the drainage study:for Specific details -and runoff . g P 9 P � { , handle .this.site equipment for seedbed preparation, seeding, mulch 2 Apply seed uniformly by hand, cyclone seeder, drill, values for the ro`oaed site itevelo meet. . g 1 ! limestone cu P p P a application, 'and .mulch- anchoring. All radio should be O Applyand fertilizer according to soil tests such Itlpacksr type seeder or hydroseeder (slurry including KIND OF AREA PP 9 grading e development far the buildings will be in u on a roval of the,aite done In accordance with the measure for Land Grading, as those offered by the Unlvers ty of Connecticut Sail seed or fertilizer). Normal seeding depth Is from 1/4 to The sit g g p pp plan or. thereafter. Prior to an `canetructian;ectivities BORROW AREAS, ROADSIDES, DIKES, LEVEES, Instal{ needed erosion'Contro! measures such as Testing Laboratory. Soil sample mailers are available from 1/2 inch. Hydroseedings which are mulched may be left on Y , Y coni3truct; on. axle ads are to' be installed at the location designated o Tans.' Folio' POND BANKS AND OTHER SLOPES AND BANKS diversions rode stabilizat o striuc ti Extension ervice Office. If soil soil surface. g n p Fa ingr , g i n t res. sediment ' Coapera the installation of the construction 'exit ode eedSme Tes the local rive Exten ' . basins and tossed wo a testing Is not feasible on small or variable sites, or P nt;'control practices.ens Seed Mixture, Lbs Acre _Lbs./1.000 .S: F. - • . . 9 terw Ys•' {3) Where feasible, except where either a cultipacker type measures shall be, inskalled at the location deli noted on-the approved ae� •�menti` `. ••,t used. the seedbed should be firmed control plan. Ha bales are to b e in .the area cfconstruGtion .atpthe base of cu i g where timing is critical fertilizer may be applied at the seeder or hydraseeder Is u p y Seedbed Preparation rate of 300_ ounds er acre or 7.5 pounds per 1,000 square following seeding operations with a roller, or fight drag. and fill slope! rior to. a P P P P q 9 g P 9 9 P p any Land disturbance. . Ha'ybales and. all 'erosion and. K uc B e A limestone. and f according feet using 10-10-10 or equivalant. In addition, 300 pounds Seeding operations should be on time Contour. sediment control practices are to 'be installed, applied-and Maintained:through- ant icy lu grass 20 .45 Apply . n fertilizer ording to soil test of 38-0--0 per acre or equivalent ease nitrogen out the project in accordance with 'the guidelines as described on:'the` Jana: Creeping-Red Fescue 20 .45 'recommendations such as those offered by the University of p q valent of slow release g {4) Frost crack seeding can be used. Frost crack seeding must P may be used for to dressin Apply round limestone prepared by Patmberg a i3usao. Perennial Ryegrass 5 _ 10 Connecticut 'Soil Testing Laboratory. Soil_ sample mailers are Y P g I PP Y 9 be done In late winter or early spring. Suitable weather rY P (equivalent to 50 percent calclu lus magnesium oxide) as conditions are freezing nights and a Tama! 45 1:00 . available firom the local Cooperative Extension Service office. q P P g } r fr z ng g th wing days with little The first mayor land-disturbance on the Oita will' be the stri in of topsoil must increased in the immediate ar a .' ! follows or no snow cover. Seeding rates m be a Of GOnatrLiCtian. Prior to any atri' ing:Of-ta .. -.. If sail testing is not feasible on erne!# or variable sites, or 9 pp pail hay bales are to be .installed in area of construction' as :desi'gnateil an the ,'.plans where timing 'Is, critical, fertilizer*shay be applied at the rate �Ions/Ac. _ 10 percen when using this method.Soil TextureLbs/1000 sa. ft. ; LAWNS AND HIGH MAINTENANCE AREAS Clay, clay loam and high 4 180 5 Hydraulic application h roseedin Is a suitable method All erosion and sediment Control-practices'are to be repaired, replaced•and of 300 . ounds er ac a ar 7 5 o d - e r 1,000 square. feet of { } Y PP ( Yd g)• hroughnut .the project by the ^develoaer in accordance to•the f - o ing, a seedbed is f P P . r p un s p organic soil maintained t 10-.10 10 or equivalent Apply limestone (equivalent f 8 far use on critical areas When hydroseed re uirements outlined on the lane re ared b Palmber &.Russo or_until all :�` "• : ` cent calcium !us ma nesium oxd a fo s: Sandy to am, silt loam 3 135 prepared in the conventions! way or hand skin to Seed Mixture Lbs Acre Lbs. 1,000 S. F. 50' er 1 e s llow S am. loam, 4 P P n Y s / / p, p g ) P eP Y Y 9 disturbed areas have become permanently- stabilized. The 'topsoil is to be , sand, sand 2 90 loosen and smooth the sail and to remove surface stones stock 11ed.at the iocati3n deal nated on the ans.' a to be ,• ., Haybales . re in-. . Soil Texture : . s 1000 s . ft. Loamy sa Ong/AG-- / q Refer to county soil surve report for soil textures at the larger than six inches in diameter. Slopes must be O stalled along ' erimeter of 'the stockpile' to farm a sediment barrier. Tern or- ". t :- Kentucky'Bluegrass 20 .45 Cla clay loam and high 3 135 Y P p ri g P P p - . .. : Y Y g site. cry aez.ding ai. topsoil stockpiles shall becompleted within 15 days ;af' its Creeping`red.fescue 20 .45 steeper than 2 to 1 (2 feet horizontally to 1 foot organic soil (2) Work lime and fertilizer Into th soil as nearly a5 formation as outlined in the guidelines for temporary vegetative,cover.on ; Perennial .ryegrass 5 .10 vertically). Lime and fertilizer may be applied Sandy loam, IOam;, Silt 'loam 2 90 practical O the plena prepared by Patmberg L Russo If the formation of the topsoil stack- disc, spring tooth Chas simultaneously with the seed. The use of fiber mulch on pile done not. occur during the seeding dates ri.e:• Winter:months - September' . Total .. . 45 1 00 sand, sand 1 45 harrow I t o a P 9 g P Igor throu h A tit 1) the to soi'1 afock ile, shall be -temporarily- Loamymulched as J depth of 4 in with 'a d or that suitable equtp ant The final harrow'n critical areas is not recommended (unless it is used to 1S g p p p . . ' survey"report for snip textures at the site.Refer to County Sall sure d{scing operation should be on fps general contour outlined an the piano prepared by Patmberg b Russo until a temporary vegetative Wh a the soil has been ca cted T hold straw or hay). Fiber mulch does not provide adequate tlo 5 cover can be established. To"soil shall not be placed w}iile ,ln.'e frozen ;,'or" Temmporary Seeding Rates and Dates ontinue tillage until a reasonably uniform, fine seedbed seedbed rotection. Better rotection Is ained b usin P er mpo by.construction opera n C - .. ons, loosen soil to a depth .of 2 inches before applying P P 9 Y 9 g muddy Gonditian or when the subgrade ie excessively wet: i : • , tl Is prepared All but clay or silty soils and coarse sand straw mulch and holding It with adhesive materials or . _. . = - fertilizer dime .and seed. should be roiled to firm the seedbed wherever feasible fiber mulch. Seeding rates The next .ate in the conetr.uct o' u e t S Apply seed uniformly by hand, cyclone seeder. drill, • I 5flfl pounds per acre of wood fib g P . i n seq enc is the grading required 'far he £1;UING RATES.(pounds) DA IE1,3 DEP iN2 (3) Remove from the surface all stones two.{noires or larger In must be increased 10 percent when hydrosaeding. constructian.of the parking area, access drives and exposed areas. The'.soil • SPECIES e oultipacker type seeder or hydroseeder (slurry Including i' Per "Act, Per 1,000 5: F. inches ( ri"Y 9 do dlmensian Remove as wire- _ ( �� y R m ve a!1 other debris, such erosion and aedi en ••' 8 1 10 1 I 6 Apply mulch according to the Temporary Mulching measure. m t contro!'.cneasurea and practices implemented prior to;the . / / 'seed and fertilizer . ti roseedin s, which include mulch. lumpsPP Y 9 P rY 9 ) Yd 9 Coble, tree roots, laces of concrete, clods. or err! in of to aril! should b' PIf seed W' PP 4 F e inspected for re air re lacemant and meinten- • ,• •Annual''ryegrass 40 •.' 1.0 3/1 - 6/45 0.5 ma be left on soil surface. Seedin rates must.be 7 seeding cannot be done within the seeding dates use the P. p once prior to any land.disturbance activities commence u an corn letio. o% fine! Y g other unsuitable material . - � Temporary Mulching measure to protect the site.and delay P P -.•. 1 ay be planted throughout increased 1Q percent when hydroseeding. grading, all graded or din"u/ -May' p n thr gh t summer If soli is adequate or can, be litigated. 4 inspect seedbed ust before sesdin if traffic has left s. g t rbed_ areas not to be built or awed'on shall be ( ) j g seeding until the next recommended seedin period P. 2 Seed at twice the' Indicated depth for sand .sails. e g P . permanently stazed• Zf seeding cannot be accom !{shed.during the recom= ._ / P y MulChin th soil compacted, the area ust be retilled and firmed as m n s 3 The all seedingdates may be extended-15 days* In the coastal "towns'of New Landon Middlesex above. ended seeding dates JApril' 1 'through.June 1 and August` 15 through septem'ber I Y Ys MAINTENANCE 15? khe disturbed and graded areas are to be temporarily-°mulched to stabilize New Haven and Fairfield 'counties.`. See guidelines In the Temporary Mulching measure. the soil until seedin g.can be accampltahed during.the next recammended 'seed3_ng a peridd. If rough or final radi ng -is to be'Bela ed for,more.:ahan'.3D.da s efts Seeding_ Dates Lime according to a soil test or at a minimum of every g g Y '••"l "• Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, 'Connecticut. five ears usin a rate of two tons er acre 100 ounds eC land disturbance activities have. T Spring seedings usually glue the best results. Spring seedings Y 9 P P P e ceased; the disturbed areas era to.be Y 1,000 square feet). temporari3y Jegetated or temporarily .mulched .if ,seedin cannat-be-iiccom fished, Organic Mulch 'Materials Materials and. Application Rates. of all seed mixes with legumes is recommended however late g P ;.l g PR - b. Where grasses predominate. fertilize according to a Soil test or ethin the recommended needing dates....,When land disturbance activities occur Summer seedings prior to September 1 can be made. When crown g P g between the months of September 15 to.'A April 1, special attention ,should:be ' i broadcast biennially, 300 pounds of 10--10�10 or equivalent per >' p i vetch !s seeded In late summer at,least 35 percent of the seed t�ken.in assuring that the exposed aria disturbed areas are aufficientl mulched RATES . I acre .(7.5 pounds per 1,000 square ffet)• imm d y' . ';'• ' a lately afker final grading, until the se should be hard seed unscarified . e recommended seedling g, seeding, be accom lie ed der si MULCHES . Per Acre Per 1000 sq:ft:` "NOTES: ( ) The m g C. Where-legumes predominate, fertilize according to a soil test or the next recommended s g P h ! gg dates are. g P g ceding dates and all sediment barriers, shall,,be,checked Straw or hay 11 2 - 2`to s 70'90 lbs. Free from weeds•and course matter. broadcast eriodicall for an e/ nr adCast every three years 30fl pounds of 0-20--2fl or equivalent P Y. . y need of rapair,_'replacement and,maintenance' until the did Must be anchored. .S read with April 15 through June 15 turned erase have b = -_. ., . . ... . P .: per acre (7.5 pounds per 1,000 square feet). en permanently stab111zed. '-Elpon �inal_grading;'=hayhales 'or .. : r e.instaiied at the base of cut•and.fill 'elopea. as .designated'On` the..s' rave mulch blower o by hand August 15 through September-15 to b pP, With the exception of crown vetch, the final seeding date may be soil eroalon and aeifiment control tan:P 9 Y P .E extended 15 days in the coasts{ towns of New London, Middlesex, So Ys , Source: Virginia Erosion'and Sediment Control Handbook 1980. g The construction of` ttie building'`should be in after the site }ias. New Haven and Fairfield counties. s been•�raugh• `• -:J graded. A teas tn' be filled shall be stripped of topsoil,'-vegetatlan, trook's, rocks and other objectionable• material that' vould'result:,in, she construction t> unsatisfactnr fills.. - . , Y. F111 should beplaced and 'compactet{ in �ha ers'not-•ka' ex . Y ceed'8" in depth and Shall be free of brush, rubbish; "stumpa, , la a timber, "<1 SEDIMENT BARRIERS ST g., : .:• , ks, building debris and other ob eGLianable m e roc j ak real that �would.result;in th �! ,., ... .. - . • enuiredtton c of unsatie'factory fil'ls.. Fill should-be placed,:and compacted:ae n erosion slippage;':setilement, excess sekuration'.aad other r q preys t arcs! related' problems Frazee material shall r►ot be. used',for fill `nor; Shall ted fill. be :.. • ,.. r _ on f' acP fill required for the acnetruction e u r . l and p p red in accordance with lose Strata Ha Bales Installation' Re Uirement5 state r q i emnets and' codes., , : I The Orkin ,a - P 9 tea and access drives are tore surfaced with bituminous Sheet Flow A IlCatlOns sus: pavement : - ---- -- completion of 'final grading: :.The construction,of building r t completed rior ko the aurfac ••• . :. . . '' ;. - the parking' area and access,drive. withab •`:. Bales shin!�be laced in a single row, lengthwise on P ing_?of ominous pavement... the contour, 't ends o with h rid € adjacent bales tightly TEMPORARY MULCHING M U sion ant sedime .. abutting One ahother. nt.cnntrol measures implemented throe pout the• - C � Tile era ;•t , .-. 'shall�be maintained after rbedear khe: development of the,Site.until thesdisturbed areas All bales shall. be either wire-bound or string—tied. have been permanently• stabilized' and vegetation',has been established:- Nat'unti :I Bales shall be installed so that bindings`are oriented '" the e disturbed areas have.beGame permanent! stabilized a Y in ccoodance tn'the around the �sldes rather than along the tops and fine ar "I SOLL EROSOIN AND SEDIMENT. CONTROL NOTES g P 1 aside and. sediment control lAn shall an cant m ' the boles' to :prevent deterioration of.the P 1 eaeUres, be .reiriaged . . bottoms of _ bindings: y " 6e entrenched and ac ed. A l INSTALLATION REQUIREMENTS The barrier shall b kfill (e) Pe and twine All soil erosion and sediment control tvorSi shalt be done ln. strict.accordance with the trench shall be excavated the width of a bale'and the Areas which have been tom oraril or ermanentl seeded shall P Y P Y Drive 4- to 6—Inch wooden s to within 3 inches of Connecticut :Guldellnes -for Erosion and Sediment Control Including tha latest date from length of the proposed barrier-to a minimum depth Of be mulched- immediate! following seeding. Mulch Anchoring will Peg the U.S: Department 'of Agriculture and the Soil Conservation Service.. .. 4 inches. After the bales are eta a chinked, be used on Y g g 9 the soli surface every 3 feet in all directions. , percent and concentrated flow staked and pink slopes greater- than 3 Stakes may be driven before or after straw Is spread. the .excavated soli shall be backfmiled against the areas such as diversion and waterway: channels i barrier. :Backfil so' a Secure mulch be stretching twine between pegs In a Any additional erasion/sedimentation control deemed necessary .by town staff. during can- 1 Soil shall conform to the ground Areas which cannot be seeded within :the seedling dates should be i struction: shall be installed b the developer—- In addition the developer shall be level on the downhill side 'and shall be built a to mulched to provide temporary protection.to to the soil surface. cries-cross--within-a-square pattern. Turn 'twine 2 or Y P P P P P rY P more times around each peg. responsible for the repair/replacement/maintenance of-all erosion control measures until 4 Inches against ,the uphill side of the •barrier. An organic mulch other than wood fiber alone shall be used, and all disturbed>areas are stabilized ao the satisfaction of the town staff. Ideally, bales should be placed 10'feet away from too the area than seeded .as soon as seedin dates permit. Chemical Mulches Y , g P z tee, shrub,; and :ground cover plantings . .. of stops. Mulch shall be used when t Each bale shall be securely anchored by at least two do not provide adequate erosion protection. Chemical mulches may be used atone in the following situations: :E Haybale erosion checks .shall be placed as Indicated Immediately after a cut slope has q been created. Sediment. deposits should be periodically removed from the upstream sides stakes or rebnrs driven through the bole. The first • From May 1 to June 15 and September 15 to October 15. provided I P P Y P stake In each bate shall be driven owed e Y are used on areas with slopes no steeper than 4 to 1 • •.af`haybate:.check-dams. This material Is to be _spread and stabilized-In areas not sub-. Organ P �P v toward th Organic .Mulches that they "ect -to erosion, or-to be used as fill in areas which are not subject to erosion or to previously la together. Organic mulches may be used in a a ea where mulch is horizontally to 1 vertically), which have been roughened. o id bale to,force the bales er. (4 h y y) g :•.l j j Stakes or re-bars shall .be driven d enoiu h into g Y nyi r her m If rill erasion occurs, another mulch material shall be applied be used In areas which are not to be paved or built on. . Hay or straw bales are to be g required, subject to the restrictions noted on page of , l replaced as necessary to provide proper filtering action. . Eroslon checks are to remain a ground rely an Immediately. the rid to securely char the bales ely. I In place and be maintained to insure efficient siltation control until oil areas above the The gaps between bales shall be chinked (filled by Organic Mulch Anchoring erosion checks are stabilized andvegetations ee established. wedging) With-straw to prevent water from escaping -' - NOTE: Chemical mulches may be used to bind other mulches, or l n has beenStraw or hay mulch must be anchored Immediately after with woad fiber In a hydroseeded slurry at any time. I between the bales. (Loose straw scattered over the area Immediately uphill from a straw bale barrier spreading to prevent wlndblowing. Other organic mulches Manufacturer's recommendations for application of chemical In-all areas, removal of trees, bushes and other vegetation as well as disturbance of the do not require anchoring. The following methods of mulches shall be followed. tends to Increase bander efficiency). s' soil Is to be kept to. an. absolute minimum while allowing proper development of the site. In sloping areas where surface flow follows the bole anchoring straw or hay may be used. During construction, expose as small an area of soil as passible for as short a time as line, perpendicular bale checks shall be Installed at (q) Mulch anchoringtool Mats possible. appropriate intervals (100 feet. maximum). install in accordance with manufacturers recommendations Inspection shall be frequent and repair or This is a tractor-drawn Implement designed to punch -' The contractor.shall notify the town engineer at the begining and end of each step of the Inreplacement actions shalt be-made tome it needed mulch Into the soil surface. This method provides N: promptly.Y MAINTENANCE construction procedure and shall not proceed with the next stop until the town ,engineer Bale barriers shall be removed when they have served maximum erosion control with straw. It is limited to has Inspected the work. their usefulness, but not before-tile upslope areas use on slopes no steeper than 3 to 1 (3 horizontally All mulches must be inspected periodically. !n particular after . to 1 vertical! where equipment can operate safe! rainstorms, to check for rill erosion. Where erosion Is observed, have been permanently stafiilized. Y}. �1 P P Y additional mulch should be applied. Net should be inspected after Topsoil Is to be stripped and stockpiled in .amounts necessary to complete finished grading Machinery steall be operated on the contour. PP P I of all exposed areas requiring topsoil. The stockpiled topsoil is to be located as Indic-- rainstorms for dislocation or failure. If washouts or breakage cited on the plans and temporarily seeded and ringed with hayboles to prevent.erosion If it Channel Flow Applications (b) Tracking occur, re-install net as necessary after repairing damage to the - Is to rerrialn more than 30 days. slope. Inspections take place until grass re firmly =• tioris should to a un es a € :. ys. APPLY mulch and drive tracked equipment up and down �£V 3-15-riD P . Z C',pn.tntENTS established. Grasses shall not be considered established until a ;I Bales,shall be placed in a single row, lengthwise, slope over entire surface so cleat marks are parallel V. 17isre Is to be no stockpiling of soil within a ten foot limit of adjoining properties. oriented perpendicular to the contour, with ends of - to contour. ground cover is achieved which is mature enough to control soil Any and all. fill material Is to free of brush, rubbish, -timber,-logs, vegetative matter adjacent bales tightly abutting one another. erosion and to survive severe weather conditions. Where mulch is and stumps in amounts that will be detrimental to constructing stable fills. The remaining steps for installing a bale barrier for (c) Liquid mulch binders used in conjunction with ornamental plantings, Inspect periodically SOIL EROSION & SEDIMENT CONTROL. NOTES throughout the year to determine if mulch is maintaining coverage of Maximum side slopes of exposed surfaces of earth to be-3:1 or as otherwise specified by sheet flow applications apply here, with the following Application of. liquid mulch binders and tockiflers eA' local authorities. addition. should be heaviest at edges of areas and at crests of the soil surface; repair as nestled. PE'TERSON ENTERPRISES'. The barrier shall be extended to such a length that ridges and banks to prevent wlndblowing. The All fill areas shall be compacted sufficiently for their intended puipose and as required the bottoms of the end bales are higher In elevation remainder of the area should have binder applied 223 NUTMEG ROAD SOUTH to reduce slipping, erosion or excess saturation. than the top of the lowest middle bale to assure that uniformly. Binders may be applied after mulch is w either through or spread or may be sprayed Into the mulch as it is overt the &adder buoff will flow : OWNER AfI soil erosion and sediment control operations shall .be In place prior to anygrading m t n round It. being blown onto the soil. Applying straw and binder operations and installation of proposed structures or utilities and shall be left in place together Is the most effective method. l PETERSON ` ENTERPRISES .. s completed anstabilized.' foil of bI der b used: until construction I mplet d and/or. Is Catch Basin Application The owing types binders may e, us Ali entrances to the project site are to be protected by stone tracking -pads of ASTM C-33, Bales shall be placed In a square or rectangular Asphalt 229' 'SOUTH SATELLITE ROAD , size no. -2 or 3, or Ct. D.O.T. 2 crushed 'gravel. The stone tracking pad Is to be main- shape around depressed catch basin Inlets. Apply in accordance with CT DOT Standard talnsd at ail times during the construction period. Catch basins constructed on sloping areas shall not be Specification Form 812, Spec. '9.4503 Sec(4o). SOUTH WINDSOR,.'CONNECTICUT Fill Intended to support buildings, structures, conduits, etc, shall be compacted encircled by bales. . ,..•l In accordance with local requirement's or codes. The areas Immediately around the catch basin may be Synthetic binders .528-9774 excavated slightly to Increase ponding of runoff, Chemical binders such as Petroset, Terratack, •';�� Topsoil is to be stripped and stockpiled in amounts necessory to complete finished water around catch basin. DEVELOPER i radio of all exposed areas requiring topsoil. The stockpiled topsoil is to be Hydro Mulch and Aaraspray may be used as f g 9 P eq 9 P P P The remaining steps for installing a bole banner for recommended by the manufacturer to anchor mulch. located as designated on the plans ond'i-inged with hayboles. Temporary seeding of sheet flow applications apply here. The are useful In residential areas where the stockpiled topsoil shall be completed within 15 days of its formation. y EASTERN BUILDING SYSTEMS & DESIGNS INC asphalt may be o problem. ' Topsoil shall not be placed while in a frozen or muddy condition, when 'the subgrade 932 EAST_MAIN STREET Maintenance ; is excessively wet. or In a condition that may otherwise be detrimental to proper (d) Mulch nettings radio or proposed sodding or seeding. TORRINGTON 'CONNECTICUT grading P P 9 9 Inspection shall.be made after each storm event and Install In accordance with manufacturer's ' repair or replacement shall be made promptly as needed. recommendations. - O•sr'[Gara�'+�+* �89-4808 i Cleanaut of accumulated'sediment behind the ��,o N•ra.M�Qr. Q - bales Is necessary If 1/2 of the original height of the bales m�`q'4rQ + becomes filled In with sediment. ice, LAND SURVEYORS & PROFESSIONAL ENGINEERS , . t 0.8048 ,��4 15 BARBER POND ROAD l A�RForereeE°��bv ` BLOOMFIELD, CONNECTICUT too s �� - '•.{ 242-2775 BY SCALE DATE SHEET CHECKED NCI. N n!'rs, ,z-g-90 4 o�S J.'(�2 89i3• l straw hale 1 trench 1. Excavate a trench stake x Sf-}NCJ [;yACJCF/.�C_ D1e 1. Plate and stake FIN. GRADE .: 4" deep and the bindingr Straw bates, badt1 of a straw 11�'I11.. bale. per APP Eo 0 wire or 4" 5=0n 4„ I-6 RCV h1 SITE I width of ba c twine II,: I ' 1. - rt. :a A o••�e W 6"HOUSE SERVICE PIPING p•t^ �, Qjt �„ `t MIN. SLOPE 1/4"PER FOOT TYP. ,.. 5i, CONCRETEpackel �• coma •: straw--_ . , ,... ]. Kedge loose straw compacted 4. Batktill and $' GRAVEL BASE plan between bales to backfili compact the - create a continuous excavated soil •' I' " IA ENCASEMENT barrier. as shown on the 6 D .CONIC. ASEM •U � . uphill side of SECTION OF: 6 RISER (CHIMNEY)PIPE (V •'tj i1 IIj:,, . the barrier to • l•O �; :,.. , I. •..•L.. prevent piping. 1. PIPE BEDDING FJIPJ Nl !QN JOINT 30'•-C�` Oc. .w 3/y•' JrbtiE x -•-� : •- CONC.- ENCASEMENT - 5 SPACES AT 5Lt�`0 "Ile ,+d CLASSA(4000 PSI)TEE CONNECTIONUMMY JOINT AT 5' O.Gx•. A* SVAK>a FLAW SEWER MAINAHr v D aw . • �w1 Sir pfS/:/ai 4! •� 1 .•n«I l' !�/ p:.�'.:I '! 1.'iai;.:•t.l j0. +-�'r fy' •• �""�•� ••7•'Ih s"MIN.GRAVEL eEDnINc TRENCH EXCAVATION PIPE BEDDING �ta,.ua MINIMUM 6" " rs p1xw =p.rai _nts !I/TN/: :/drM= N/r3/ " EXPANSION JOINT FILLER IN EARTH: F} MAXIMUM 12" IN ROCK MINIMUN 6M L2C` VIE— SIP VIEW 3-6" M'I N.1itiY DA4,K.I "TO DE EMt7>TOT)EC .e' !a`IEZI�ritu,-caouuo - -- - MAXIMUM 12`i , �suTz+:v t urrTu�-T;1 AKfp-� Q FULL CUT cONTRACTION JOINT NOTE: I/2 EXP. JOINT WHERE MIDWAY BETW�N EXPANSION JOINT O ETA I L SIDEWALK IS A3JACENT TO coNc CURB TRENCH 8nt.c+� HAY ETZ-OSION t SEDIME.TJ'TATlON GOtJI•ROL akli' LONGITUDINAL EItlC1"I DETAIL T. S. PLAN SECTION STORM DRAINAGE `7 1. Set posts and Il 1. Staple the N.T.S. Posts , excavate a 6post Nine g wire mesh CONCRETE SIDEWALK C C H I M N E Y DETAILS - ' trench, set post fencing '`• fencing to CONCRETE G SIDEWALK v V [n Angle 100 ; downslope. �': upslope for , end post. NOT TO SCALE ' F stability and { self cleaning. i ,I, - FIN, GRADE j 100• ; EXPANSION JOINT-(TYP) `- �lIIz11 �:��Wp I IIAll s y II c I 030 w.'/uN.,T.ADiXTIOKAL APPRa/F U L71�iI z41?,iIwa{ q = •,III! IIIa I NENIFORCE"ENT.% Qului-W !2," min. - 1 sin=ttl=,.1 depth .111111=-1, la,n =41'• 1 _InW1ns - 2 to {ERS. of NOTY04• IIAR i0R Et]NI+/4 Tor A S� I ', -f •t— r---- _ g••X 8'`H1fRE'i j'�IES1� � ^ i I , RAMP SIDEWALK / W Fitter 1 3. Attach fitter fabric 4. Backfill the {�1 CA CH C3�51� $IR6 OPt•N ING I p+L-C) (NNm,1,� J 2 Fabric !�� to the wire fencing II trench and za ` r � and extend it to compact the � i = the trench. � • excavated soil. C CURBING tT _ .p Goo ` PLAN ��o r J c Comppacted ' MATCH PAH£Mt],T Backf i 1 i ;. ORA>yE A SLOPE _ STANDARD i+tATiHOIE i N e0 „�u ivl±l �,••lhl;,I—I_�� i11f IIJ I •'� .ILI_I '~ OR AS OIREG7IED '�'.. FRAME A COMER u B 3r x 4E-x 3 FT.t x•ow v I Elui,'i i I-in_ t=nl III=rttl ,1fIC PER FT. 36 MIN l PER FT. 0.25 IN.$/UN.FT.u WIRE _ I 24-x aa-x 3 FT.ECC£NTRtc FIAT sun 1D PIPE BEDDING s 1 I Iq^ I"I- Ab lllST TO GRACE X 4-EACH WAY EACH _ '"'t YV MAX. 40 MAX MAX n PRECAST REINFORCEt? ;yytT11 O"RIbtG POR ta' Bottom of or CURB i PER FT WITH„eniacs Ofts 1RUEEER GASIcET role sa• LAYER y Oratom of y CUT MAX CONCRETE GItADO/G L CONCRETE MANHOLE CONE OR PR D MANHOLE OR PRECAST44EN•. 31Y'�Si 0,ve BACK OF WALK GUTTER �HGs 'r� i -wNE. I I 1.D. n I r. i YE a r i I GUTTER LINE-" CURBING As-O.za*L air. ' ^r""` I'eRtSER PIPE eAREA of CIRCUM• oe I o i 1 FfxEsrtw STEEL A 9 SEC I ION C-C IN ACCORwwCE SPIGOT AND BELL WITH A.S.T.M.IaTEC -+ - ELEVATION c 47E OR o 'r' RIDNFORCEME/1T REOUIREo fo: t FLAT SLAB TOP L -I ELEVATION _ _ Points 'A' should be higher ALUMINUM MMANHOLE y :� + Ao� 4E'x W, MAN14O E SIDEWALK RAMP STEP(CAST IN •: TAPER wAu+A. 1 ( than point B y Pf PLAN VIEW N.T.S. IbOICtN ,PLACE)SEE DETAIL '` I _ . . -� o asawlFT. �. �''\ /�•,�. TRENCH EXCAVATION PIPE BEDDING *tSIRSES AGAINST ,. - r7 �" j MINIMUM 6`�� IN EARTH: 6" ' Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs,. S1>TSrtItL1NG CofJCRErEANCROUNORuegER : ` 4 MAXIMUM E 2 Connecticut. ovroFWyALI -_ GASKET JOINT IN ACCORDANCE IN ROCK M I N I M U N 6 WITH A s.M.SPEC.a3et — — -- •t / r t �y. e• s.-�+.. `� rRF+�►►+cEo MAXIMUM 12„ i MANHOLE EASE ! RNOCAOUTS i • , FOR INLET PIPE - _ XK I Ir ICNOGCOIJTS i - • ARE ER K)# Ro ALCOA ALUMINUM MANHOLE STEP Placement and Construction of a Synthetic Filter Barrier LARGER KNoelt Cl lr� NOTE: OUTS SUPPLIED TYPE a061 r To cRaP FRCftiT a£SICFI TRENCH , D E TA I L A CLASS 'A CONCRETE OR F{Nt PIPE SRES x SANITARY SEWER I PRECAST CONCRETE UNIT GREATER THAN t2• — . B CLASS 'A CONCRETE OR RECOMMENDED MAX DtA..OPE?tMiG ' CONCRETE BLOCK N 4A'!RECAST MH.t!<ASE•34' P�C)Vl OE. 5u MP. WNEJ� (;-_WALL THICKNESS-12"AT MAX W.A.OrMINO N ED•PRECAST DEPTHS. GREATER THAN 10` MH.&A,9E•SS•lAROEROPENNGSA L'.EQUIP.eb (2, OF -4 MANHOLE EASES CAN EE AARLSHED N T.S. — I«Y SPECIAL:ORDER LA F �� A /�RI1SERS CONES A SLAM N ACCORDANCE WITH A.S T.M.SPEC.C-470 2.urnma HOLES PROV OED IN ALL UNITS TO FACILITATE 0.V� Sr r INSTALLATION. C ' 7.At,0RET1ON NOT TO EXCED E%PER A.&T.M,9KC.C-74 s7-o e i MR AI iL4e)z E { P L A N i ATE CONSTRt nON WITH FULL CURB u TO BE USED AT LDCATIONS ADJACENT Ie j 2 CRUSHED EXISTING OR PROPOSED. ,� 4 BARS STONE a BARS 2" 7 '- 1'••6 I'-fi FILTER FABRIC a i ; .w _ :_ s •= z �iEv. 5-4-90 tic UNDERNEATH )WV 4-1-90 340N BY MiRAFt 2•-e' T -I ,ems✓ 3-1s-90 ='z con�uvi�vrs Fes!• 3-&-90 C4Ar*oP-1A7VOnV COMMF_i�t7'S ° ° 12 V 2-2&-Ao r-,ecrvc/f 46r/4K.S 4/tMi HK. DETAIL SHEET t,.. N 7 - 7 7 2 PETERSON ENTERPRISES CONSTRUCTION EXIT PAD - 223- NUTMEG ROAD SOUTH - N TS. a a �• OWNER N PETERSON ENTERPRISES c, - - I) _ :,,• .•. .;• : • .•. '�,•• . .4 .•.`- • - A 229 SOUTH SATELLITE ROAD �,2 -D. B„ SOUTH' WINDSOR, CONNECTICUT 5'-4< 4'-4• 528-9�74 -SECTION A"A SECTION B-B DEVELOPER EASTERN BUILDING SYSTEMS. ,& DESIGNS INC. ",err ccx.rc. c.cassa STANDARD TYPE `C '• -_ �. •� z"fbrr. co�c. .cc.Rssz 932 .EAST. MAIN` STREET CATCH B A S I N TORRINGTON,'CONNECTiCUT .4$g'' 48t�8 I '4•• :CY• tS� N Q'`Ms c� crEo sub-�, E P A L M B E R G & R U S S O � a -...y 8�T �QC. P�v�M�-�' o '-_ •- , LAND SURVEYORS & PROFESSIONAL ENGINEERS 15 BARBER POND ROAD AWE) L1P'�uZEI N•G lfta r -- @ BLOOMFIELD, CONNECTICUT 242-2775 NoT'To 5r-,�4Lz I i BY SCALE DATE SHEET CHECKED N0. 11 —4 5-o,-5- 22, i39/34 I