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87-89 Heather Farm Resubdivision Plan
LETTEPS Or APPROVAL °•�� R `Tr. W S0Uthr ?V& 4 e'� 1540 SULLIVAN AVENUE • SOUTH WINDSOR,CONN.0607A go�..cu.. AREA CODE 203/644.25U March 9, 1988 s ;R `0-wil o�south `llluzd�oz s 1540 SULLIVAN AVENUE • SOUTH WINDSOR.CONN'06074 Mr. Emil W. LUCek •, AREA CODE 203/6442511 490 Buckland Rd. '"w.•�°' South Windsor, CT 06074 . Re: Application 01309, Heather Farm Subd. Dear Mr. Lucaks A R ES U BDI VISION IN AN R N { February 24. 1988 f Please be advised that the voted Anthony T. Bianco, Sr. on March 8, 1988, to approve the above-referenced application for � / r "j" J /� /�Ant ony T. Bia Avenue a 13-lot resubdivis£on of land to be known as Heather Farm, basedC ON V�! vf 1 r v L artford, CT 0Aven on plane prepared by Lucek Engineering, Inc., dated 3-4--87, revised 2-5-08, Shasta 1-7 of 7, D-1, S-2, subject to the followings Dear Mi. Bianca: 1. A11 deeds for open space and roadwayai and Easements for J RE; Application f518 - Heather Farm conservation purposes, drainage or utilities, that may be of this Wetlands required in connection with the approval ,( maetia , the South Windsor Inland Wetla Qu At the February 22. 1988 g roved with conditions Application t518, subdivision, must be submitted to this Commission prior Agency/Conservation Commission app androved to filing the mylars and issuance of building permits._ e 13 lot subdivision located on the west side of Avery Street the All deeds must be in accordance with the policy for north side of Evea'e Crossing as shown on plans prepared by accepting deade and easements and must be approved by the Engineering Asaoc,Inc., dated 3/4/87 and revised 2/5/88, consieting of yF --•The deeds for ' five pages. The following conditions moat be adhered to for this permit Engineering Department and Town Attozne the roadways end open apace will be held in escrow until <.•`' to be valid: completion of the subdivision and than referred to the 1, We recommend s bond 1n the amount of $15,000. be submitted to Town Council for acceptance. �/J ante with Fro mission to ensure colnpli the Planning a Zoning commission 2. Concrete sidewalks, built to Town specifications, shall erosion & sediment control measures. be- installed on bath aides of all new streets- print i'J •F �.f`'y'i Three (3) blue plea of the approved map with all < 2. 3. Footing drains will be required for each house. Prior to modifications must be submitted to the IwA/CC within 65 days for the building of any structure on a lot, a topographic / review. map, drawn to a scale of 1' . 401, shall be submitted for revel of the L� ��� each lot in the subdivision, showing proposed contours, N '":4 /� 3, Construction activities shall be subject to the approval elevations and the location of the footing drains. No F , !y,� Town Engineer. building permits will be issued until the proposed elevations and iocet:ion of footing drains } f and hold harmless the Town of contours, floor ela a +�' .' 4. The application shall indemnify {, South Windsor against any liability which might result from the have been approved by the Town Eng£nser. ��•+ // f ' proposed operations and/or use. Mr. Flail W. Lucek ]larch 9, 1980 pro P 5, The permit is valid for one year and shall expire on February 22, 1989. 6, The road shall be paved prior co applying for building permits. A conservation easement shall be located �5' each side of the 4. Drainage for this subdivision £ subject to the Approval 7• of the Town Engineer. brook and 25' beyond perimeter of the pond from the high water line, subject to Engineers' approval. 5. If, for any reason, finished grading and other site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site S. Delineate wetlands for Lots 7,8,9.10,1l,esd 12, and show them on work. This cash bond must be submitted prior to issuance the final map submitted. of a Certificate of Occupancy. 9. Locate the pond out in the field and show it on the final map 6. A11 Iota must be connected to the flown of South Windsor submitted. sanitary sever system and are subject to the approval of 7 �G` ~ the Water Pollution Control Authority. 5 �} r . � a � 15 Very truly yours, 7. Hater shall be supplied to this subdivision by O 1 2 Connecticut water Company. 8. Street lighting shall be installed on streeta, at ";S an Q Ile O�� i intersections, d on cul-de-eats in accordance with the @) \ John H.Horan, Jr. policy established by the Town Manager. Street lighting !4 III Chairman is to be coordinated with the Chief of Police. Inland Wetlands Agency/ f Conservation Commission 9. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town of South ! HHJr./ mm Windsor. Street names and supporting posts shall be 1 I P installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to t o c: A.B.Davies, Deputy Town Engineer z Marcia Banach, Director of Planning the Town. __ _-- --v _-- -� _- - - D _ - µ Michael Canticle, Director of Public Works L1J PROPEIRT' 0x1!�II:'; '; iE-j'.`1 A 5Q(J� !;/,f}jT[r I• Thomas D'Aurie, Building official 10. Quantity estimates must be submitted to the Town Engineer Y ;; .�� - 17 L,,, Raymond Hallowell, Chairman PZ for the purpose of determining subdivision bonding, and - RaymEmil Lucek Associates. Inc. all bonds shall be posted prior to filing the plans. / ! 9 ' 6V I 1 i•1/I' rI'C�-,�_J +��..' `=,�Jli'PI.1 ��•�Ii'JU5(�I2 — i_�i�;�! ����. -i2. .I ;•' E3IUZIL -�L If the developer chooses to submit a Letter of Credit for / L/ a one year term, in lieu of a surety bond, said Letter of �. !;',' `•iTiJL1t 33 1�l/t' J_)1'UEO1f(,1 i Credit must be renewed on a yearly basis until completion / of the development. If anew better of Credit has not / p , S. 1/E' UA d71I IY 34 fd/1 C_'LDL'1<1 iC E1'i i been received within 30 daya before the expiration date, CJ fI �3 . i:'?:' C 1 JI1S135 13/i' tJl `Jiy the Commission may, at its option, call the Letter of 59 D `�} Credit £t is holding. - j. iy/)r' + )It�;,yj 30 . idjl' f•ic:I,liJ`CCI2}< i 11. A drainage assessment fee In the amount of $650 shall be o f i%i ': c'I1'J I C� 2 14 , 5 v _._ ,�. i 1%F C,/1�',1�ILY`.,.;r 33 39, ;'/F ,.'RI ED ICI Mr. Emil W. Lucek March 9, 1988 / �J0 _�._� j7 - J J/ r• ,. 40 0/7 ,1T EDT 3I?Lil Jj ,._L Ls>•�J,aid o121 ?JD.S 10. Jj i E�X 1! :)1: suu,11-i 1JIM)SOR - Opt J SPACE 41 J'I'' it n:E:Ji','D 11. 'Itia:.i J ,=�1•' SOUI':I �.:L �~,JJ2 — QI'1;1J :ir'IICT' 42_ 0/1 `` :JI1R`l submitted to this Commission. y - L �r 1 G. c.v,�T S( 4 3. 1'J/' } 53 z +/L �- sJ �o�• 7 3. PAa`� JL,:: 44, F 9;'F'I."( 1 12. A liability insurance policy shall be submitted to this l 1� _ . Commission naming the Town of South Windsor as an cn 4-p �� `5 / ` r i71• T' t insured, with a combined single limit for bodily injury / U[IJ�ir<'�t; 46.. 1, i—'I. 'Vt.:�)P1' ' i•!! , .1. e amount of $1,000,000. to _ �� j 1�. 1 �701:1_ :; 46 _.J/E• I,-•Ii-� '��/L'LU-°1•'i� ll', 11](:., _�, and/or property damage in the - 5 51 1u . J3It Ltd:] TEIiJ --7 i'I t I UAUL)11;.12Y 13. No building permits will be issued until all conditions T_ /r l _ of approval have been complied with, and the final plans - �� i 1 101 D { J i � ICj � „ s J! �?!al 1 t�E' S'C1u'1'f i 1 i-J1JS(: : f have been filed in the Town Clerk's Office. f I'v �i' �Y I) .X'CILIU 4E1- r 1 C l 1 ; E� O t :I.'i' i ):vim ,, SOU 11 I t P�:1 1 P / ,, L TN ri? 4y , Fs�)G'3iS!IJIJGJ R --- I 14. This approval is subject to the conditions of approval of ( l pQ� -`' J i'<i� ': 5L}.> iJ/r 1:iIy11 the Inland Wetlands Agency/Conservation Commission. - [ r'L' et 51. 1JiJ' UhA/'S ant of an site work, a meeting must be 49) f5 0 15. Prior to commencement Y ^ Q @ I !. 1 +i)s'J_,.ii_ 52 LJ/; t1� T` JL, held with Town Staff. `YU � 1; i-' ii �}Y•I1: G1= :Li � i3,�E ;�t. 'J,L --- _ �_- • •., 16. Required traffic control signs moat be shown on -plans. 7 f }! i!{�• ra � � i`!!E•' 1'+i JC 11E,L1: I i JS'I'.E'1'U i 1'; I;dC- J A/F J 1'_ J 1 c �/ L]/]G'-_ JI ,, 17. The conservation easements required by INA/CC must be �L� f?' �S�L L[! /2LL6at shown on the plot plans. i540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. G6074 ' `' •� , to r AREA CODE NDSOR, CON 18, A note must be added to plans: 'Prior to the start of 21 I� i ��•, r- I : ••.iy 45 �6 47 0,35 D QQ �j ` r [JL•._.._._ ��. i'J,'L' ;�w :, « ,1.L� i J'sal•co' gubgrade preparation, a soils analysis shell be performed 34 33 31 29 2C� 26% 25 '•J!F (�L.��O;J I�Li , iJ;E•o Q o by n qualified soils scientist to evaluate/design the 17, 198 tl of the roadway pavement base.• /t J `P fi'.L ;i 1 ��. _1/L. CI IO:'L`1l June depth -- -- - - -- - 19. Lot-to-lot drainage must include tie-in of roof leaders �' al rya Y, �,}1 .��J 1 1 I 3( . i.t:l,;� 61.. IN/F `1TXJN O1' SOUTM �J1 lij I R —vUPU' S2'AC E as required to ensure near-zero lot-tO-lot increase In AV E RY STREET + , I II_.I:1SU1 1 1,U 62. i J/F' '1aJ13 QP SOUr i-I ter:FDS0'-' -• OPI-Iiii SPACE 4 drainage. - ,.._.. ._--- ----.- ------- - - ---- �- 20) ; I Attorney William Grace 20. Typical pavement (sheet 5 of 7) must be consistent with 3 �. i' 63 N/P 'L174 N OP SOL TPH UINDSiiic - i1i✓a l SPAc South Windsor Town Hall typical Town section. 4 2 4 0 39 3C 1 1540 Sullivan Avenue '7 7� Sou.£h Windsor, U T. 060/4 21. No driveway cute allowed onto Avery Street. 2 3 0 2 J 24 2�J I t() Dear Attorney Grace 22. Lot frontage variation granted for Cat 8. ' t of the Water Pollution Control Authority 23. on key map, Town of South Nindeor Open Space parcels 3 2 f At a regular meeting should be numbered to correspond with the liating of _ held on June 7, 1988, the Authority voted to approve Heather property owners. ` i ❑ -7 EFarms. as shownon a map by Lucek Engineering - rroject 087-15, • 411 sheets 1-7. subject to the following conditions: Emil W. Lucek March 9, 1988 1. The technical approval of the Town Staff is given. --_�p I � 23 INDEX ` 2, This approval letter is affixed to the final set 1 l of mylars and filed with the Town of South Windsor. Y4. All plans uacd in the field by the developer must bear the stamp and authorized signature of the Town of South S�LuET i 3. The manhole is located in the center of the travelled Windsor. 1 KEY MAP portion of the road. Black and white transparent mylare of Sheets 41 6 2 with the above modifications, together with three blueprint copies of the 2 PL,OT PLAN Ver truly yours, entire set of plans, must be submitted to this Commission to be attired and signed. The letters of approval of this Commission, ? ri'(�POC'iRAI?HIC '3a L as well as the Inland Wetlands Agency/Conservation Commission, PLAN P P 'C'1L L Z6y� /Yf must be reproduced on the mylars. C ino, Vice-Che rman � �r•�Lu Pki:)L'IJ.: ' oseph J After the mylars have been signed by the Commission, they will be EY MAR WINDSOR returned to u for filing in the Office of the Town Clark. C�1iJ�FRE11tTI(�Cd PblDE'P 1 TOWN OF S�llTH Yo Water Pollution Control Authority 7 Gii��iSc:lto�AT-T-Utd DE`['AIL:i _ Very truly yours, r PLANNING AND ZONING COMMIStSION �C AL E 1 // - 200/ t: ,LJC:pm CC. A. Bowen Davies, Deputy Town Engineer �� TOTAL AREA — 21 . 11 ACRES /'.P609Cf�A = DEVCON E. John Collins. Chief Building Inspector HAS FARMINGTON A05 Marcia Banach, Director of Planning David H. So neon _ l Raymapd Hallowell, Chairman, Planning 6 Zoning vice Chairman TOTAL LOTS 13 LiaR�°E'UP.D, CT o 61 Q 5 ccs M. Gantick, Director of Public Works 23.3-2Zi4 • F• Shaw, WPCA �--SS-- SA N. S EV�'!E R PT. T. D'Shaw, W Building official D RA 1 NAG tNNING B. Belleville, a Marsha WINDSORW. Canning, Fire Marshall SOUTH - M. Banach, Planning Director --- IWA/CC r Town Engineer Registrar ofVoters PROPERTY OF DEVCON IN . AVERY STREET SOUTH WINDSOR) CT !_.UCAEK ENGINEERING ASSOC. INC. NO. REVISIONS DATE SCALE 1` 200 DATE 3-4-8 T - � i CONSULTING ENGINEERS � C,ygNGE ,Qo.�r� �€S/G/rJ Z•S- Z. �`TT - DRAWN K J K CHECKED E W L 490 BUCKLAND'ROAD T I Ii+ b � / SOUTH WINDSOR. CONN. t ' " `' ��y. f� "` THIS MAP !S COMPILED F-ROMI OTHER MAPS , DEED D(M ` N ' PROJECT 87- ICJ SHEET OF 7 203 644-0550 I�y - X ' F> J r/ a S�.ONS AND OTHER SOURCES OF INFaRMAT10N NOT TO MT 1AE R FA R PA 14 E A , !, � ' I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE ' CONSTRUED AS AN ACCURATE (SURVEY AND SUBJECT TU STANDARDS OF A CLASS, Q'`� SURVEY AS DEFINED IN THEXISTiNG "CODE OF PRACTICE,, .-, Ill, P, , .NAL CHANGES AS A MORE ACCURATE SURVEY MAY STANDARDS OF ACCURACY OF SURVEYS AND MAPS";' ptDQ�PTED BY THE CONNECTICUT ASSOCEATIONINC. t , LO S E., w•..�.........�r+�+_.•'�•�..- --w+.- �—� s•..r.,..aue,s e. o.,w s r.:ea... A p T y 1i9�• +�FF�� �M1 OF LAND SURVEYORS ' -.,ly,�,...r.....-.-ti•T..�n4.W..._.e•mf.^.,+eM'i[M..a•Y<::_R- 4u5i-Tr—W:_...r—�u�>�+..r_--' _ _• .rr•...r..�.....�.a-�-��..._rr+' +r. �_ •_•_- -.w-r-__.—.r.r,w+..— +-.. - r - -... _.-___�- - - -...-_,�- - - - .__..._ -- ....__ - ..__..-_ _ KE��- _.�1t�/E �, OPEN SPACE TOWN of so. W I NDSO P N F TOWN OF SOUTH W I ND SOR OPEN SPACE o STA 14+61.5f� N -45"58"" - ---� N 11'45"-58�F ( C � - N /0°-5c--59" -�— — 524,4 _ _C N 11-45'-58" E -� 338,58 @ PROP l iN 15 2 t 17 /935' N 16-27-57 E ---� 243.37' 6 67�2 E � n� O 142, 6/ 175.00' 175 ��C- ' I/8,20' 19r 8 14- 7 2 _ 0 2 0" S Y ` p m rn op -____ ____ 20' S Y ( - ;I o < 1 A 14+17. 66 I Q oco 50 FAY - — 50•RY 13 OD Z 1 , 14+0 0 6 A = 57, 155.3E51 SF o - 1.3121 AC o cD , 0 o 1 i or 1 Q ! ! I E CO co v _�, A = 57,812. 7558 SF- A= 54.3552.0022 SF A= 54,346.98I6 SF fi _ o A = 55,240-1022 SF z cl) _ A= 54,201. 1021 SF _ o 0 - 1.2523 AC i -Irv _ /.2E�8I `CLo �, 0 11.32 �2 AC `� = 1. 24 75 AC �� .24 L� �� I ,1� `� AC O�t\! 1 , I3+1349 d � ' 1 _ p n 1�` ? I I 1213+0 20 s Y rl oo Ln a q _ _ 306.75' C} aO oQ I tv v) o0Ir) I� �' Qj N 11-09-,48 E -� rn , co I '- `20,00' 1 t° o T m ) o 1 -��' N A = 73, 5 4 T 5 70E SF f oo 50' FY 0 - 1, 5884 AC I ro �9 3 _ -3 9 Lo '" I75 0 4 7 ��" — NIF TO tiro OF + Q 70, 2 94.91" a C a -175.tit✓` R. O.W.R o.w. - - d ---� -_`- I_ P _ 9 _ 9 p N - 0 SG- T/-/ V`r INDSCR 77 a-19r-14 58 6g.13 2�' R= 419' s u� N 10= 56- 59.-E- -- 491.._ 91 Op�O� \ EP-__ 0 p ; R-o'w' IQ-2 o 0 0 VV 2 R� 200' �4 �� o �, K ESN T 4- LAN E i o + _ 0- + u, N tJo m - - e Q6 M 4 18 N It7� 56' S9" _ 491 .5�!' _ 92��' 0 2-31 w `� =61,5� 47. OQ ° 17 5.00" C L a P R.O w .._ ! 7 5.00^ o - --- C_� P - 94.9! l0 L� 60-0, 20•' ^� c9 � I R = 250� �-S f 8 67• �5 � I7 � 3 �'2 fM} N' 1, r r 50 F 1C)6 79r � `" � - � I � 121,25 ►r � � � i� Q 2 13 , _ `-: 1 I A = 136,829.2029 S 5 5 o - r 1 A 4 2,92 8. 68,35 SF �;�,,� A = 91,00 5 ,4393 SF ����, A= 44 OO 8 5 5 7 O D3 SF �. A 59. 6�L .91 SF A = 77 13 r 0. 985 AC o r 2.04892 AC �� ko 103 AC = 1. 3597 AC - 211. 5399 SF � 3 s - 1. 7725 AC , N corr n \ O f ,24 o N r W c�oNsOuvAT>otv EAST � S 17- _Sz 3 9 - S '8� — 2 8 \ 4 4 W `i •2 (U j / 4'O C% " - c 7p. Cll Txor, r o5.64' y ,�, � Ln NOTE: AND �oru� car .. . LEVEL N /e-4o- -,3, 1 / o ��CCk` VATIOIJ EA� �V) . LOCATI��� -, _L K \ a=VAr.� Opk nl ATzaN E Lo Jerre 1988 FASEmwv 1 jam' CEDER HOLM M co t t r r, �/�" i 7 9 , . 63 N. 160 11'51" E • to 1• N '7t,\32_.9796 7• N 1:'/,55Z•9229 1_i. N 178,236.5449 Lt.Gt.NU I E`IP� E Zl.l,_�� . _ ..._ .5 8515 E 212;001.3025 E 212,817.3794 S 45.17` ' _ XISTIiiG 2. N 177;347.5919 8. N 177,561.4203 14. N 178,286.0022 /,j``� ` E,4VES E'211;952.2128 ^., ❑ Its �=U E;L Si ` ' 0561 �, -ls,82�]. .264 � �' �-_� � �' 3• 17%,`�'?�9407 9. N 178,044.3737 IS. N 1:'8,248.101'; O I 1 (p Oar ! :: 211,592,o025 E 212,045-6496 E 211 773.6643\93. ® ��' E�:T5T1,"�v` �R(� \ c0 50 FAY � `� 4 E 4. ).! 177,4I3.2407 10. N 178,034.8764 lb. N 178,294.72P4 Za L p y�sXi33.3(5r STOP SIGN N 4`-3?-5 i�j E �:1,942.8169 2 �� , E I2,094.7393 E 211,7S_1..7�r146.64 1 ' j\ S. �� 1 i I,19C.b87Z 11. N Z78;221.2376 17. N 178,2?7.7174 �S /.?- (;� /�% •- ` \ E 211,994.6907 _ E 211,920.4217 E 211,783.`9989 //O,n �S l6p 44, 120 GG' ' i? 117;q97 . �, 7t 12. �� 1/8,270.6949 0 , t - 28"VV 120.00, t{•D 211,9i.7051 E 211,927.7688. Ltj __ �� �_ _ _ PLOTI PLAN - - RBONE�(: Y N/F ��� +� FJOT� Z. A<<L U)TS CONFORM TO 90' DUILDI�IG SQUARE REQUREMENT. K//,/G N/F •-,. -- -` ,. . 2. ALL. LOTS-%CONFORI+I TO 10,000- SF EUILDA43LE -AREA REQUIREt-IENT. PROPERTY F rl cLrls ARC Fr:_-r�•�� •iro ._t.-; 5 . rri�' :� r rr- E rr�� rC�FVC _ ��^, C r v, R S r YT�_ 7 r SC)" ,`l-f V r NDS R _ AVER';- � I C , CT LUCEK ENGINEERING ASSOC. INC. I v l v J I NO. REVISIONS DATECc •' I E11 ! 1 IER FA �, f Y! o� CONSULTING ENGINEI=RS 1a1� �1dJ SOU r��;r:�1Tc� � •/. � SCALE 1 Lt0 DATE-1O-8/ _4 c - CO 490 BUCKLAND ROAD 2 «I7�t/6E Ror1C� E /GIL/ 2-S-S$ DRAWN K JK CHECKED S /8^4 _ /� Q r 1 �r.1�I ! ` j n I �1 I � SOUTH WINDSOR, CONN. 3 TUW/V Grr(JG C4nr �►/Ts 3-347 EW L 0`23 w_ l 7 A f \ E S) U LJ lJ ! V F S'O� V IN fi t�i 1 � R ZONE 203-644-055o & '/ �- -7 �jo) S EV r PRCJECT8 -/5 SHEET2OF 7 ,g1/ y 8-?4� � c'�PPLIC;sik'' DI',�Ckd INC.L39 FART-DIX C-I AVETJJE \ I HEREBY CERTIFY THAT THIA MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE `s E-�]' �:..;"� STANDARDS OF A CLASS =2 SURVEY AS DEFINED IN THE EXISTING "CODE OF PRACTICE FDFfD, �.�, 00105 y v f � "'t '� - 233-2114 '- Y .5 TkEE 'SOC!." - _- _-_ FOR STANDARDS OF ACCURACY OF SURVEYS AND ' MAPS", ADOOTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. � 1 _ + '31�,- 318 32G OPEN SPACE � '322 -' 324 � 326 328� 330 332 ` 334 33636 45'�5 �%�' N� //°45"-58E UI'r~N SN�c,t �37-42' I 306,E 306 31G r 312 314 r.� _. .,,. \ ~-:--_ N lI-45 -5 E 338.�8" � \ 7,0 /935 N 10 -27-57" E 243.37 60,�SJ 34Q 5 -59 r•_ j 7 5 '�f�?' 43.2 0� /9 5.3 a 0 33 s 2 61 7 5�00 L 11�/I R V E ` `r� See ^meet 3�- 7 - d; t f i _ 1 T - 2 0 s Y 6U Nod . FDL N 0 c_ Sti6N N N ''. , �, d N - ;►o: � 1 ' (30 5 0' R Y .� _ , 33 - I 3 ti A= .1'I /55, 3 V 6 i�Sr �334 1 50 RY I 1 ,� 4 - �~ I I f + t l3,30 } 33 328 r l I ; ; + / 3 d ;= FGF\ �' a.-' ►'' ! j ` f _ S C B 333 TF 333.67 �' - A 55 24�Q. 1022 F T f z . 3 329;60 1 m F L 329.E0 u _ ct DRIVE - 1.2581L, t cc �f ,o =2.85iE cl \ M ern) �♦ o ` `� O SSMH r N.. °Im �. 3 ` I Uj O % f o ; O 1 \ r` N _ Q p� T F 332.08 a a � 306.75• - - o `� r = 57 12.7558 SF ° ' �' A= 54,52.OD2 SF z� A� :4,345.9815 S`F, z A - 54, 2D1. 1D2 � SF FL324.00 a N 1I�09'4a' � �' o = 1. 3 72 Ac� �;� 1. 2523 AC 1. ?6 C jco 443 AC J ,� o$ , 1 v vs' TF 330,2 20 SY FGF 32 M H �oJ / Lu J u' r 1 F L'319.62+ 4J 1 ► 30' 3 o ' F G F FGF ti FGF _ -- 1 t\ 3 18 \ 322 325. I F� O f RFD - �j/� 7 50' N �2 ,�`'� ;f a =05884 AC � / FGF S r0°5 -'9 L 0 312 I ,2 0' ! - _ o F tD 1 1. 1 2 ' N, ? L.+ 32 2 ` �► " / ��� S` 33 324 I 3� _ a K �� \ >_ - F D �rn �._fig ``� t �' ,3 0 I r 5� Y r 0 31 c 8 i \ .� Q „ �� C B rr ,, L 18 9 C� ' p - _" -'... - N a " r F / o ,�� o TYpE CL. C T 1 .4 T l8 30 ,,Q. /Q .�`. TF 32fi 8 .._ Q !` TOWN I32 w I� T F/310= o 1, F L 313- 9 f f .1 G G B , OF C,B >d '� °__ F L 3 .4 5 p --% �, i� F L 322 70 -� '� rFO F 305. z/, 34 4 C L c R. 75. cp SOUTH wINrSaR FL 4,55 o „ �' �, , _ 02' 94.9'1 - , �. /o��F ' o� 28 `V it - VC F= 320 2 / O _ _ , C.L• P �6 Q o ~ o ; v -0 3 190 I_F $ P ��� _ - --- ,,. g 32 -� - f-'"s"� -- J 312 .� -... ._� ..�.� a_..„ _ - f --_ --- -� o JJ ► _ 1 '` + 1 - - N 8 P•V.C . @ 2 '70 �-�" - F 15 - '• 2 3 � 00 _LF o r` 00 32 =9 PYG ,; F 32 84 o m - � SSMH . 1 oo L 3I .?3 - 3 t8 . ui -- r p @ 2• _ -- -94a9 ,:" T F 3 2 2.9 -. , . C L :.lip.. �_ _ � . ;' ' . �` 2 ram_ _ 15 R C p . `- O L F y- 0 75.D0 C L & R.0:W. 175,00 _,,� - o _ 61 ,59 47 OD O.W 8 9 3LJ-2 SS.M cuRVE B. SIGN -r TF 319.6 - 4 i C g T F 314.60 1 a 32 r 25MPH o CL P SWS li 316 T 16.30 FL` 309'. 0 s L = 83. .� T F )810 \ _ T F 312.45 F L ' 305 _ 3Z2 -o � , 8 CO . SPEED Llt _ - , , 7• F ' 313 2 0 7.8, 6�° w+�, F L ,,30 5.30 F L 3 0. SIGN F 3 w S.M > 5 , 7 04,551?ecy F 306. 1.0 t0 a`(�. \ ' FY I FL 0. a FL 296,67. 0 12 _._ - �1 30 N� FGF r FGF 2 F te= F�ocrting DLrains T O cn 316 FGi `" :-� 3 20 ti 1� p6• - -- 316 r _ - 3 E 7 - -- _ - - LL " � 0 . FGF - ♦ � � - � G yrTE3' _FY 2 FG , 2 ti 552.9/-�S� (� /� C ]/y/�/ + /�///�7 `� ` O �` ' ♦ ♦ ♦ N /_\ 'rJ,V L -✓ ILw.V�9 S 1.D/D3 AC , ,3597 / /� �j /� �+ \ _ _� . 4 1 ' HC. TQ l:x. SET O /f /� � .�P.. �XI TING FQ �"} F D CO I�� p F D '~ O11 E - �/ - `� �' (' `3"/2/ O I P TO' In LO *7 42 9 8.5 \S �� o _ _�_. __. . _. __..._ _ - -- _ 1 A 9i Da5 4393 SF 6 9 y°. 8 �. .f _ _ - . T o �, `` :ram Q _ 3 -2..048 92 C - - .a N .PJat..-.. llralrs. � r - 77r �41� - t AL'L g1:LlNGS - OT.E ry a� PI0PaSEQ. NP ARE EX:ISTNG a' \ E VA IV 'S ` 4 - w BUILDING CAN SITE , t _ z� �� _ _ P; •? f,. 316 50 RY 5o�RY I HIGH`S WATER LEVE � � ,,r 03 `� t NOTE: E:VAN.S BROOK AMID POPS HIQi r' " € f. ./ 3 I B ELEV. 3!4 . - - !?6,24' � 1 T ; tAT� r,F,vE� F'TfiT� vID o ~- -- :. �' I?-¢4 ,Z9 �L As TO z�TION AND,Ev / 2 0 �` . -- _ , `�2 W IOS.0 4� T'� (� CD ATTON June',1S•38 j5.. /8�4 -�_ ��8•�O� `a�°1/ B;R00 �,� W r - V e fE . 30 6' - .1 aD f. -=•`- ;• i /( 3 2 2 �� . r a r _ �NE���-A� �� ' ♦ Q W/ELICZKA 324 �. ~ ' . 27a�34„ wW� .. _ N 6 -t t-51 E - r ,� '" f ' _ .w _ ._ 3 2 _ _.. _ 19s- 6 _ .. •' i CEDER OL /�S - _ _ ,...a.. -. ---.._ --_ M '3\4 r f rr __ ..- ._. .. �".... 4 r 17 Lv GP -.- \� \ ..`� �.°r _ �.. .,. _. -� -� APPUCkU: DES7MI, Fur. r i .•.. / / _- j0 -; Nl f _ 1 •�.`_-~ �, _ ♦� - 33'0 6oS i jc�uZti-Ti:�F' E f Q, 3 - cv 93.E / f © �o �! �� r .� ,J` OLOwSK/ � �r -�' ��`; Z33- �4LkARTFORD� 3 �' of 7 i _ 1�0 298�f ! f / ._�'r- ' to ct� _ �- 3l3��' 1J W I�O CEO _ y/�^_ 99.35 - - ..�. ~ Qj 332 I '- I• n 44-28 , 120 dog. _ - .,,... ��"" . ._ .. _ - - - �° �-1 Ef--, f ! ! �..R FARM J 4Nv , - m _ r F .-- I; -� , �2 6 w - _ . _ _ _ - _ . _ A SU IVISION IN �, - �- 294 �`GN/ �29C 300 302 304 C NIF 300 p h'�� .. AN R R ZONE cite is"riot effecte / yam/ ' _ o _ I cr� S�0 / �ONEAU /�//F�� p 4__" N/c ___ 3 nn � //�� 1 I� nI- 1�NO►IiT .� 1(3!� ear flood lain. / d / . / ,_ cn I r v C B SSMH J% K/N O _3 TOP V fi'i T 7` -ri'�f`1 N' W:._. _ Y -- _ P - -: 302 / l / '1 TF 293.2 - G / f f J y 3�a o T F2 91,50 ! nn O o) 'f / o co 1 C \ L 288,62 F L 2 8 7 /� 3 3 4 `\ ` cL: '- PROPERTY OF D E V C C s \` `•. �� s� �! �; , � '' " �� - 336 ` �� ,3 , , J /V/F AVERY STREET SOUTH WINDSOR, CT _ Qj- , - 320 0 �o 338 r LUCEK ENGINEERING OCL INC. yj22 ;cy 1 0 2 -. Q 3 40 t' f N0. REVISIONS DATE, I / Ql,. �. Q3 tQ U 2 �T S V.C; 1 O - SCALE/ 4O QATE4-1�-87 / /. / -i..»rf w 7� L't .f� �� Q F-= . rJf�f '�. Q� ' - �i�'/Cr�` xe. Ile-, _ .2 4 0 N o J CONSEILTiNG ENGINEERS z G.r/.4'n/�E oPDr9 L? I�sES/Lslt.� DRAWN CHECKED 2 6 w o x /� -��_ -..L F .C P 4,`} ,-_. q) 490 eUCKLAND ROAD 3 Touln/ EitJG Gcv,�..a /�/T,5 1<�.I K EW L U X 1 -B ' ., SOUTH WINDSOR. CONN. / 1 �0�1 ,o�so 87-15 rn PROJECT 5HEET3.-�JF 7 -' ! , # IFL28 i EXIST. SLOPE I HEREBY CERTIFY THAT THl MAP AND SURVEY WERE PREPARED 1N ACCORQANCE. WfTH`�!E f , . r 8.50 N / 25MPN L / / R IGf'1T S •� s /� 04 - STANDARDS OF A CLASS SURVEY,_AS DEFINED IN THE EXISTING "CODE ,bF`PRAT 15'" ,.. 1 > 4- , STREET A SPEED LI IT SIGN 2S F T '^oQ I W FQR STANDARDS OF ACCURACY _ OF SURVEYS AND MAPS" Ab I' f�'~ 'J THE •CONNECT(C:WT r �`- / t `` W X N ► SECTION A A SEE SHEET- 7 .. AVERY• S? ~SOQQ- r ASSOCIATION OF LAND SURVEYORS INC; F ' I RL L T F - aa. PF671.,R y i s =•t ,► i+ R �•M a F 0 t ♦ a➢ .m �1 � � � Y v A Ia �. • V it � � - - - -_ - __ _ - m 4 • - f 4 aN�r V'"".tay � •r.�tr*.tw, ���••.111���� � � �y -r � � 11 y NE� c- C'�" IIIrrr111e��� .�t..��rj .•rt..w•w �..�,,.. �. _� r�tr•tr. 1 yy . mr.4e � �.�.w� '�•� --� � Ir1l•� ....a M,M��1� �. 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' 31 �L tr ti I ~�C B Z . ��:: S; 330 324 - � ._ [)R 1'V E - - C B, f ` �� ��. o �'0 C 13 oG ti = __ "T F �,$4 % a►jw J i FO `'' = S�6' ¢°loT I t L 3 18.9 .,� / ___. -� _ _ �- -- '�;J ' B ` , a „ T 311 `,4 F83 G� i �, I - 8.4 F L 343 TD / 4 // 4-- ` _ N - F / ' 3 `; r" �� - -34 F L 3 5 ti 1 r J ,D�. . . t� c v IF ;' i ¢ - -9 Q \/ r 322 ..;)-4.',.k i".:1..I-21-!w-,-','i..,_j 1-1-/.-/.,-1-.�.'-_-.1,_-,:,_I_-I_..Ii--I U�-II--__I p._..)1_4/.I_*:-.rI.TN-,.o..//-,I-_-'_%I.1_It_.-r'r. '1I'._a 0..aI.1_ -1 z1. FL/.3 ss � _ 1 � 2 94. 91 - o c L R. 75.OG k T. �' ,� �'¢ �' TOWN pF ,II-).�I I'-.�..':.�-�'.II. -5 _ --�-- _/ 28 co SOU TN V INDSOR .."_:y.:I.4...'...-.I_..':....-_..1'.I,/...I....:.:-I'!0...<'. .�I.r...I.I.I".e..:.-V'.iI1'I,._1._.I1-:.I.-,r_;,I 3..'-.. ._.-....!1�.-__..,I.1"-1"..I:1:1.-�:.,_'I__%z..,*r,'I-.E 1.''.:;j.I:'1;.;....u-.,..',.:TI..1.';:1;..'.i.1 1" L I I._1-�:'/., _.;._l_.L--.L.L!-,;--%6'..I.:"_I__i..',. 'C I 2a....-I-_V",-1.:i�4I'I.--/1-�.//- //-,I.'I i_I!;./.-._T.'rI/_-.I 1/H-"_1_",_-� s-►� 0 312 � �. o KE` �� a LAN _�' _._.. __ . 0 19oLF-.3 e"Pvc @ �o - `' CSB2 _- - o �- i 32 ..-O- -n-,t)/FL�\-L\_Q-LJ\,*_I:'__:)_!i..I�LN 1I..I_p\-._I.-+:..1..y.1._.'.---O0,_I-__ 4'... ' ••�� VC 29.6 �, 11 ,9 300 L F o tiN 'i 8 P. V.0 .@ 2 °7' -� 255 L F: !5 R C� P� - - --� N _j 1 - ' -- - OU L - I P. f 7 0 ,,. 2�7jQ-.0 �2 32 2 I' _ 2,94 dT UM .3 5 �•? - _ "9 � F.322.H4 " :� //- _r -� . __ y--� I . _I 0../r-.-..�I...1.%�I 1L-./(10.1I�i.�:�II iI!e *1 11I.I"P_/"11lliCl l i l/l.i�-,�")�IL_j r.__/I-I/-.I.-_-\3'-N_I'-.-..;-`'t4_.--I 7:'.4.-_-5I1F..N_-I.,-',N-I(_-1 \:-7\,_--_._----iI---ill-I'...�--I--I-�.--5:�:i:..5L 0. .r_ ._-../ '� 260 LI15 _ _ _ 4 ,`'� f<7I" f - _ /� 0�. ,S SM H.. i_ 3 8, -^" J • I. _ - l .59 47. 00 75,C0 C L a P 318 R.0.w. t 7 .% ,_.:. o C L ( 94,19 F32 2,95 �--318 7 L 6 _ L 1� 3 , - - rU.4 . ( �� 3" ' -L i. '��_ Z C '#' a r-, P 4 CB TF314. B. F .t �° L = 83. 4' ,CL W5MH , T F 319;5 . _ -� / ' ` _ TF 3t2.43 !. 305 3!6 T: 16,30 FL.-309. 0 � .. -a " - - 2 4�' / /. , i C9 TF=�10- r� � \ ,` o . \ ,; .:, FL 307.9,, - ' rF3Q w� �,o FL305.30 . I♦ B F 313.`20' 2 -oS'�'' - 3 '- . r F F 30li to '� STOCK PILE !� _ a 2 oTq ° F Y I _ -- - �.i L340 30 0 F L 2 96,67 ,� 312 � _ - - _ ,_ 5 ;F. ��"�, � __.... �� _, 3 I G ~n\ 01 _ 1: � REA O FGF 31 ; - _.. _ = �, , t FGF 3z ` ~ / _ �C, 0 5=p �. Y � i J 316 r M 320 2 F _ IQ6 FGF p ; - F , --- _ w -- - -- Q. - 3 17 `` ---- I S f I 3:G .. I 31 - O ' 4 • S O 6 9 � "' j LlGEPJD r. _ 1 SF i I � 4� - -- 1 DI0.3 A Q _ A - r �;8'29.2029 S j �; - E ® 'ms FISTING 1 1 �u _ _ - ,2 C ,3 9? � C ,x k � _ 4�'z5 2 F/ ;I1'C�]\r"Jj.,a&.II'1__,�__.,9N-_"'.1__--�= � I►� 1 ~ - ! I � -_ ' � , f - � a '14I2 AC '- _- S I] iIS `1'C3 Lei: Sr*L� 4^ t V J 1 fi a 0 �ti F� m1� o F - Q1 0 N ..� - /p XISTIP,IG ! v, 1 1 � t n l 0 Ln+♦I N} N . �. - - 3/ . I P E r o A - 42, 2 8.6 NSF , .1 o) o IP �o .s;�T r 1 w c� / -�-, ..- . r n ip . a i 9 � 11 1 .r 0. 98 A ^ I ODS� 439 3 SF . Z5 I >AC, ? i . !:'r r, t ^ `' F O.-- I �:ic it. 5 a 2 :� .w - 4 NS TR V 0 9 . s -2 89 A R 0 U 1I/1 2 � � P �1�7 _o c C / 7` , _ r �. - 1 3z - 1 f N S l _. t .-_ - - - 1 . T A L I� N T�-�� N� E L. BU L�L�,! G� H �1�f� 324 > b �►:l. �• - _ _ ..^�1R ___ 1. l . - i_ 1 � �K i9•EnB� T �- �� l7 AR P�' POEO 0 EX15 N E .. r P , L - = l N a ,sue , zrG 0 iSr --� C t , - `__ i �v B U I t._.D.i 1J V t 7- S I ! `__ ,. - - f ♦ '\ O .�r,'w- Y ! { 1 Y � _ 1 y(r,. \, 5 J � �C. gyp ti / - ' ,: � RY' - - � i 1"� - /� O U t �. �, ,: , _ o - 3 { _ r: - -- � � _ HG :� �I 1 TAR IrEVE ti I:` / /� 2 J �. NQ►�E: EVAINS SF `ADID: (�1D`IT�Ci i N _ &: :, s ": x�. , - �� , . r rS .! L 5 �. :� S ;�` �1• , 2 i..: AS M r�TTaN A�.Err _ co• O . f _ Jury 198- / ' j (� r �',, Z ;/� GU /8- I4 . to .:;: i - ._ _ .__ aT8 ..._ - �. a ox / _ III L../F I-./_f.I/i_,-I-., . 1 --3 0 6 -`1 * � . '(.0 tI.�e/-'_�'-._. ,.\-I-1.I;.II..-T/I../.1/.)/-I,O././I../ P . I � 32 --- 1 .� r f _.� - r_ = NlF ,� .. 1�T �� - f -.y i i _ - _ _ - , - N %.g7 "�. o� WIELICZKA- / pS ?83 } ; p_ - -- - _ , ..: -4 -��-2 . � -�U . 324 1 / I \� N F �'S�� _ - J N-�6�LI'C,f-" - _ ; _ '�n my .� _.. j'� ,- ,� ",-�` F.r /� _ - _ _ I o / / C P ERyOL M �`o _ , \/�S be I �; _._.� _ -- �, -. ._ Y w_ 3 2 6 rY,1C `_ iVP� •, r f:r r , OG t`Z �� �' r - ... �- -""^ c.' _ - . I _yr+� _ - .,^• ' / /_ _ y f _ _ ' J _ , L � - .�_ _t' t I ! g3.0 3' „ f I p __. . / /fi �2�2 �'�I-• . k;-. .�..,.. - ~ N"' _.. �- ,_:. .- pPrIr e: f. �•. -r -. �, /� p, 7- 4 0 jam : tl O .� - _ _ - r ,�-r. -- , u 509 PAR' .�i uj :aV"?L 4`3 1 PHPiSE _ __, _ .. / / 2 .. - _ _ - , - i 33'Q tu��rVc�D . L3 u.�xu ... - - - f r- _._ - - f 1 � `Rr" � 7n 64 - f it ]Ce,SS ` ..�.r . . 23 a-2114 / +/ , rt `c _ S �j MM -50 'i S 1 ;� �� � _ '-, t� t mot„ L��� Sl�f;'T �-„r".... � ,(. :e 2 9 8 f ��s � � d E]TtID ,' ,BASE, AND '� 2 ✓ a' �/ ' . - ,- ; 11 TIC �JL�'IG'�c � _ - i / / / Z U, r i �, r'32 PAV T ID M 3+ 33 i' //I'OO, 9.3� _� �'"'+" , � N. _ . . . i. 1.' PRI / r, r '�. I7 ' i P ® C` PFThs; 3� l�n 4Q' 8�. _. - - . _... r^"'� .._.._ ....__- - -' f 3 3 2 +� �- ., _ ___._��, I_. �- , ' .__,_i"*_/--.,;..-1-.�'-,--I,-.,--/----/'--I------/--11 1w -. -_-_:1,, :,�. I'CJ �.. �-.:-_n.__ ,.".,,..1. I. 4__ N&W, __ ° II. i, 296 . , r V) , � G� f _. ..__ - - � _ HE P• FARM T i I , & 1 i 294 1 - 298, .30o O - -�39,_ , NOTE: Site is not effected 300 - / f i -1 - 3� O I, I F� / 302 1304 N�jc` _. , p 17�26= 8" , - /4 - � _- � 1 � _ _ _ - , � A R ESJBDI V I SIOl 1! 1 N y ' y p 3 0 2 11 r f z . -' , • + :-(I.�:j.?.- .. ,.I -I--,..11.... rI. I..1 I. . - "-''. -'r_..-;O.�.1U,I;--I;.!.I-12.=_/ 5�ti� cf'`a O/VE,q U o o -- - " A I V R R Z /N/ b 1(�.J e�zr flood lairs. / f }.- � I C B / N/ - p y p_. �f -Y '0-�I I/101 6_0../!Ii 1_--'_x'-"..-.,r L-,.1_-1.6J..0 A- ._v1 ._tI j'L.' '=%z-._.. '_-'-L- -:_, I-...1:.i%;'l:l:7.._.r I,/�1.._!.�-_.I.1:,K.!''1'.-...r..a -_I:.r.'Ir q I .'i:.-I_1.1.:_...._I.._.._I...I_-__I.��IX....1:..I.. '. %'1 .III.I.%.L.....I.7;I o p,-Sp'_II,:;1'.I..-.:-,1-._". ...,", ,:__1"'.:i ll;;I. _ .: \; j/ �` / �f I f -- 3\�° TF291.50 f :ENT;RANC PA'Q f o a L 2886 j - PH`aE IC n33 ^, r'' �� o N/F 33QNSERVAT IOIV` PLAN _ / i m _ l ` -- - PROPERTY OF .. ' / u, Q 'C 336 : E �/C��i 1 N G -� `/ �. / / f / f. , -- ..� 1 I r i�«+ i NG. rfxy�„�r¢',. '- i /F Y ERY �Ll "w- r. �, y .0gQU STREET SOUTH VtIINDSOR eT .1 r - .f / 1 __ f - 320 o I o o - - -- . rzI1 �, /Sy _ _- /' ` i /. ` n 2j o 9 , '. �- 33B ` , 1. I�QE_ �- ` ,-:32 d �� z �_ ., _ 34 _ � .r ,► j : _�_� LUGEK ENGINEERI1l: ' I .0 INC _ � -- ,y i / / / _ -__ alp- - U- ti u 8 V.C, I 0 - , co% --- • • _' __ i i / __ �!�, �-.3? 4 x I•- ! _ IY !� - -- - @- 3 5% ° � ' 1t - NO. - REVISIONS DATE -. _ _ �_ _� � •- / �'1 r t w o l 0 0 4 �;- 40 _. :; -cp �,Y . Icy SCALE/ _40 DATE4_I - _ - a -� / �w I� _ 26 , as - - L p CO ,..; /,. S`-�'t=c Qv/ � /? / Q 87 ..- / , i -r 3 t, X1 , - '- 2� . o CONSULTING ENGINEERS - - _ J/&,. T " / / '� ''(� 8 �? . 490 BUCKLAND fiDAb Al - 1Ft w I �1K c�+ccx£o �p�11 '- <. - / ._ 'S2 CI) - SOUTH WINDSOR. CONN. "TUAW tAld l�l_ J�,!T C. ►'yG. y 1 . 4' N r s.3 �F�._2 8 8. 5 _ _ 203-e44 osso PROJECT 87:1 cJ' 5tfti 6'f F 7 i / _ O N f E XlST• SLQPE - 1 > I HEREBY CERTIFY .THAT THI MAP . 3 �I om I R IG-HTS - AND' SURVEY WE`RE PRIwPAR ITV ACCORQANG IT r TH -- _- . V „ � TFF r W x f Ni / �� S I6-Cl 1,28 STANDARDS OF A CLASS 8-2 SURVEY AS DEFINED IN THE.EXISTING DIET: -PR CTICf,, f _ I I �, �f / ,C'tVLC/� dQO� "_ _ --------_� FOR STANDARDS OF ACCURACY 4F SURVEYS AND MAPS". IDOA"iFf" H HE" .:G{�NtEC' tlT - _ - ~ w S�Rt L T ASSOCIATION OF 1_AND SURVEYORS INC. - -. - - - wooden stakes ariven min. CC) SL-RVATION PLAN NARRATIVE. of 12 inches into J �r..:.=`'r`r-T�= }It' the around _-- I'- 5'opH SEvf- uC�u -r.:a Pp -f2nric s:oonen lateral - 1 `� 5'Z � �• - =c: tuckee /�� 4�, cross braces ;2 -,J" _ as neeaed RESPONSIBLE PERSON A[-itI ony Bianca, DL''.'�x� : 2 Ugh ," INC. Tel..- 33-2114 into »~_ .t, �.� Q S crane ,"i; �^ �= �)'_ _- --'.�, CONST€'IJGTION PERIOD: Spring - Summer, 198$ / 0 - I Flow - r !v'� i s SEQUENCE OF OPERATIONS: l r'. - Gd�lr` ti.-��•ti1�—.�,' —. .. r -r-� I. Erect chain link fence at 50' access strip to Avery Street. /'11 Minimum \ :1 "cc` installation at _ a'r' -c hasln� `r~y's `G t) 2. Install SILT Evan's(4 SI,L��t _ :`„ � -. Ft:TVC� at Crossing and to Sta 7+Q0 Kent Lane. 3. Install GRAVEL U IPtANCE PAD at Evan's Crossing. fiat• oast' :95tailatton at ;:atcn baste"' 4. Construct Road to Sta 3+00 (Phase 1) . Pave with binder course. 5. Construct GRAVEL ACCESS PAD, Sta 3+00 to Sta 4+00 as shown. CT DOT 2" 6. Install GRAVEL PAD at existing Kent Lane. (Sta. 14+57) i. Install remaining Si DP "ENCE along north sine of roadway and stockpile areas 8. Complete PHASE II road construction. FILTER FABRIC - _� 9. Install SILT FENCE along east and south limit of disturbance prior to hcxLse construction on Lots 8--13. t•s� NO►I'ES: CONSTRUCTION ENTRANCE '••'°' ° •'' ", r �; - r� a. Disturbed areas to be TEPIPORARILY SEEDED I&EKLY. ae.Dale rv:•ct.n t.c.ut. 3 b. PERIuIANANT SEEDING to take place within 30 days of phase completion. C. All EXCESS SOILS to be removed from site. X- 1 d. All SiUIPS to be removed from site. e. CATCH BASINS to be ringed with HAY BALED with temporary sedimentation sump. f° NO ACCESS to AVER SriREEI' during construction. g. NO ACTiV171Y east or north of SILT FENCE. Syntplt[ Illtrr .rrrlrr ....... h. NO ACTIVITY in Wetlands to Evan's Pond. J, P,ctnp < .e....;yam <.,r i. SEEDING in accordance with "CONNEUTICUT GUIDELINES". —GRAVEL /kE � — ;/ °.: .._., .... I STABILIZATION: - - - - E L E tlTRA'�C E t_ I T PAD t 1, Srt Lstt rna !' 1. .air tar poll. �.._'� rrt,.it$ 1 k'.{- Ulf. — 1 .Ire Mth • --- - -.- -- __---..— - -'— —. .c.r.....—�...-1. .. , r iSTJ('Ef',T E tnntk• lit Pelt tinctn0 Irec ink to -lekll 10' do•„IIeP,. ;', red poll. ic::r_e: i:.5. Uevart:rer.: c• �'rrtCul:;lr•t°, `- - �n nii serva'tnn ;errice, r_tr•-r;' 1.. Stabilization of disturbed areas will Lt-- accomplished within 30 days •r,ti,. Lcnnectitut. of disturbcuxe in the following manner; ; �^uf wA<.t Irlf clrr.to r A. Temporary verj-tative cover, if r�eedo, si;,all be as fo'__'ows:tom• � annual rye grass shall be applied at the rate of 40 lbs./acre ' � �r�.(,,,'�d ( ..IF.,�..Il—••lwatt It• .In. _,i a'ufk Y ! between 3/1 and 10/1. (From 10/1 - 3/1, stabilization will be J 1 s u,�t1 -� - a 'ished by application of l B. Fe nt et � h� follor� t the � of •2 tons/acre.) 1!le.r ',• 3. alllcn flle.r la k, a.ckf 111 In1 ative cover sr-'] be l.. Yards and lawns to be ma-i itained" „� � t<erll le 1M .irr hncleg , trench .ed If '+ red .It.nd II to coptcl tar tn. IrrncA. .ru.t lid to Silt + Kentucky Bluegrass 20 lbs./acre 1 Cap.rt.d Creeping Red Fescue 20 ibs_/acre Note: Silt fencing to Jp e1c r111 Perennial a Grass Rye 5 lbs. acre -11j,3i1 ,•. It=pl,� I•r 2. Detention Fond, Drainagesrays: installed dawn- .1.1 ,,, �-�a:t_�e " '_,nl 1 tit t141° I,,,tf. slog of Founda- Fed Canarygrass 20 lbs_/acre (8C%) u: =1,Ir- tion Excavation 111 Red Top 5 lbs./acre (20%) and stock pile sail ' of 3. Steep slopes not able to be �led regularly: or.tn.,.,..t Creeping Red Fescue 20 lbs./acre Iced Top 2 lbs./acre b Crown Vetch 15 ibs_/ac-re aF r��z d' 2. Pd.. non-structural erosion control rtea-sures such as mulchxi q and laysrwr>-iwy ; I ' {{ !Gk''✓jc�P VRTi�yV ot�iy I fLEYATu)n -iu c. control Shall be in accordance viith chaNter 7, "Conn. Guidelines". t ' r417-S t hinto I t Patnt i A' ';Wid br hl4hrr t 1 I Pl.n Vt.. q. I - 1J _ r •j _j 7 2 �I _ V IJ i kL ()L-` Luf a 64 I 2 3o S 0111, I V' 2 `S - ---- -- - - _ --- -- - - -- - - - - - - - --- -- ----- — -- 2915 co X� (sF=E eKEe; 3} r U � sc,Q. t.� 3 " 10 I CB TF 291.5 N I� o 55 ) _ O 269 LF - $'" P V.C. e 3,570� F _ _K E_N T- �' SSMH� 93.2 CP _ LANE N TF TF 292,80 240 LF - 15~ RCP @ 4.92 % DE TAIL 29L8 \ , SHEET O APPL1c:?VrI': DEII.MJ, Jr4C_ LW C IR tiJ � V� b+:9 FArtt4ItKMXi AVENUE I IA!_-!_1TURD, ^V 06105 i DETAIL INTERSECTION PROPERTY OF DEVCON INC AVEPY STPEET GRADING FLAN SOUTH WINQSOR, CT ' LUCEK ENGINEERING ASSOC. INC. X 292 EXIST SPOT GRADE ,ant"'t''"'r'�'r:',. NO. REVISIONS DATE ,,t•,,. - DATE 1 O- -. - E a x 292 PROP SPOT 6RADE SCALE I 0 C' .-2` N .r CONSULTING ENGINEERS / TOwit/ EitiG 6a�rr+�it17' -�iB -� a s _ 490 BUCKLAND ROAD DRAWN .J C P CHECKED E W L SOUTH WINDSOR. CONN. y 203-644-0550 C y i PROJECTS 7- 15 SHEET T :47 ! M1�. ?a - HEREBY CERTIFY THAT THIS, MAP AND SURVEY WERE PREPAREb IN ACCORDANCE WITH TJAE STANDARDS OF A CLASS N/A SURVEY AS DEFINED IN_,--THE EXISTING -"CODE OF PRAC.T(CE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS ==ADOPTED-:"BY THE -;CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC.