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Plan 89-103 Spinner's Estates Subdivisio
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CIVIL S ANIT;AR y N IN E:RS , LAI�TD S URVEYU Rs �3 - ems•^'_"_'•,� - - S'' `.�+4 "-•..--1. ,f r ..' � '. J ;''..;_ '. ---.. A E. .. � .:a. .. , -- _ / :'a- V � C q. � RNQ r lNEC TIC L 800 0 800 1600 2400 . . z � � ♦ � .,. a< a_..<rc ,3- x.. is 'tea •a :F s { /�4 V..,Y q h \.: d, Yn i - .. .a el`1 ^fc.g YF� �.� .I 5 ',--ti. "sew `� < y :.4.3...3, -, ry' . y 4, '. ;.l•.. - } xr ..,� 1°Fwl.. L• v�-•,, F-i. ea 'z t4• « e % �4.•. .: r. ti r r ..t„' a 7 �f1 . � :• . SCALE IN FEET �.. ~~. e..F 3 ,,• �� M1! i t.t" F. r ::s Catl`.4SPY .. .:11L• .. .V T 4. �.i 33 1 4rY :' i ; •. :,, 1 sA p'. .. {"i e• f _ `eft, t 1 1 q C ., • : .... -...,.; .. a, . I -- ----- I . ;�, I I �I m ----- - ---- I,--- . - ; -1 . . .. . . - � . . . � , . . I . I ,, � - 11 - , . I I I- x,. l .t. > .: , ... .. i ^-••-- ..ram-�.:._. .r Z. ♦ .: .. .: _ `.. �1 . f- r„w`. .' .. , - .. .. .. i .._. i. _ t ..".... ....- .. tit - _ 1 .:� .:. . . f WUsc�edt JUL 27 k - s � 1540 SULLIVAN AVENUE SOUTH WINOSOR,CONN.06074 AREA CODE 203/644.2531 k R.�ir��.»;J 4StN,•C° ZONING REQUIREMENTS July 15, 1988 ZONE A-30 Atty. Paul W. Smith TOTAL PARCEL AREA 25 . 1402 ACRES P. 0. Box 338 Windsor Locks, CT 06096 REQUIRED PROPOSED MINIMUM LOT AREA 30 ,000 S.F. 30 ,000 S.F. re: Appi. #88-30P, Spinner's Estates Subdivision MINIMUM LOT WIDTH 120 FT. 120 FT. MINIMUM LOT DEPTH 150 FT. 150 FT. Gentlemen: We are pleased to advise that the Planning and Zoning Commission NUMBER OF LOTS PROPOSED 21 voted at its July 12, 1988 meeting to approve the captioned. _ application for a 21 lot Subdivision in accordance with Drawings AREA OF WETLANDS ON SITE 4 .9 ACRES 1 through 13 dated March, 1987, last revised 3/7/88,- p p Y Lombardi Associates, Project No. 86-1333 and with the following modificationst AREA OF WETLANDS DISTURBED 0 .9 ACRES F? G o.C�i•/G 0 1. All deeds for open apace and roadways; and Easements for �.�' ' ��� ��� �• r�� _ --- — --- conservation purposes, drainage or utilities, that may be TOTAL VOLUME OF FILL IN WETLANDS 1100 C.X. required in connection with the approval of this _-- t subdivision, must be submitted to this Commission prior to {1 filing the mylars and 'issuance of building permits. All z deeds must be in accordance with the policy for accepting ram,. c ( c o p N deeds and easements and must be approved by the Engineering k �Qt�/n �o� 7i)&_ J, _L --- -4 1 Department and Town Attorney. The deeds for the roadwa s TH ZDSOR.CO and open space will be held in escrow until completion of s 4 1540 SULLIVAN AVENUE • SOUTH E 203S0R.-2511 060Y4 --•..,-._. �� �� t W I p1 m P P AREA CO 2 511 _ Ao the subdivision and then referred to the Tawas Council for 4�so.co` acceptance. - vas l0 SCC p an n __ L r 2• eci iConcrete nstalledsonebothssidesloftallo ewwn sstreetsations, shall be October 5, 1�8',l ( ap _ 7 , I #9 o o � � l� � 20 � � �/�2 ���' ( "'•f \ � 3. Footingdrains are required for each House. Prior to the buildig of an structure on a lot, a topographic map, g g CERTIFIED MAIL �•R•��lnbJldt lE :]�id36S,�t�C. drawn to a scale of 1" 40', shall be submitted for each Mr. & Mrs. Ludwig Szeluga ) 95 Lawrence Road O ' ` 7,/E lot in the subdivision, showing proposed contours, Ct 05074 O "f elevations and the location of the footing drains. Na South Windsor, I O o L building permits will be issued until the proposed G contours, floor elevations and location of footing drains Dear Mr. & Mrs. Szeluga: y 2 have been approved by the Town Engineer. _ Spinner'sdivision Y - 1 — — — •• W N O '' / '- ' ( 4�0 q. Drainage for this subdivision is subject to the approval of Re: Application 247214g7 Estates Sub A 1' the Town Engineer. At the Se 8 meeting, the South Windsor Inland Wetlands Agency,/Conservation�commission approved with conditions application U472, a 20 lot residential subdivision to be located on Lawrence Road, 0�( U " \ - •��i�'-"'""� — ,� ' " 1 I Atty. Paul Smith -2_ July 15, 1980 as shown on plans prepared by A. R. LombVdi Associates, dated March, I' t /► � i 1987, consisting of 13 pages. The following conditions must -be 5, If, for any reason, finished grading and other site work is adhered to for this permit to be valid: 17 t O t,, ' O 1 4 I not completed, the Town Engineer shall determine the amount . ' O ' y 1 of a cash bond to ensure final grading and site work. This I cash bond must be submitted prior to issuance of a 1, We recommend a bond in the amount of $25,000 be submitted Certificate of Occupancy. to the Planning & Zoning Commission to ensure compliance' with erosion & sediment control measures. , 6. All lots shall be serviced by the Tawas o£ South Windsor ) sanitarysewers stem and are subject to the approval of 2. The developer will coordinate work with the Town to correct the Water Pollution Control Authority. the water problems on Mr. Hildebrand's property on 11 O �/ , ✓ .� Cliffwood Drive. 7, Water shall be supplied to this subdivision by Connecticut Water Company. 3. Limit the roadway to a 70' width swath, except for drainage. O - i � y Off„-,�I*/ 8 Street lighting shall be installed on streets, at 4 Modify he responsibility for the maintenance of the permanent erosion control measures to after acceptance of theTown. 2 �=;•_ --' �. \ �, ipnter�ections, and on col-Town ms in accordance with the .- r"� t policy established by the Town Manager. Street lighting is I / 1 to be coordinated with the Chief of Police• ! 5• House construction after loasning and seeding of disturbed I - areas and individual erosion control plans. ✓ �� ---�� _ ��. � j � .. � 9. Street names and locations of fire hydrants ore subject to `7C .-- 1 1 / J the approval of the Fire Marshal of the Town of South 6, Three i31 sets of modified plans trust be submitted to the -- 1 t 11 1 t*1 \ J Windsor. Street names and supporting posts shall be p y C►t 1 (� Wetlands Department for Tawas staff review tint to an site O l ...--�" N ; ' installed b the developer in conformance with the T ✓ ,�, +i �y3 / ;I If ' ,v iro7 l ���---- standards of the Town of south Windsor, at no expense to work. /� 12 .r 9S 1- --' the Town. 7. Building permits will not be issued until the plans a>a on ' file and pavement is done. All of the site work capld be Iq 13 �S:' l Z "" ►�riL� 10 Quantity gurposeestimates of determitted iningm subdivision ebonding,tgand eall done before filing the plans. _-4 ` �r� - bands shall be posted prier to filing the plans 1- g. The developer must submit a draft Conservation Easement to �_�-- �,✓gg �', / ,cs.•+��^� \ "'� _ -- If the developer chooses to submit a Letter of Credit fora this commission for approval for all lots with wetlands Y -vcz \ 1 d � T�, / /ice one year term, in lieu o£ n curet bond, said Letter of that would advise the homeowners that no filling, clearing, / / : - �y D •' f' « �Q Credit must be renewed on a yearly basis until completion building, excavation, etc., will be allowed in a wetland 3+� ' ` / •!• - / + +' of the development. If a new Letter of Credit has not been area and so noted on the plat plan. j �~` p`i8 ' 5 /+lrr5b /\ �(, , r � � ` ,• i �� " 8 received within 30 days before the expiration date, the Commission may, at its option, call the Letter of Credit it fir. Tot Mr. & Kra. Ludwig Szeluga is holding. Re: Spinner's Estates - Application #472 __ _ ` `� i.- \ i,r•�+/x 11. A drainage assessment fee in the amount of $1050 shall be October 5, 1987 submitted to this Commission. Page 2 12. A liabilityinsurance policy shall be submitted to this commission namingthe Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of $1,000,000• 9, Construction activities shall be subject to the approval 1 � \ of the Town Engineer. 13. This application is subject to the conditions of approval \.. Z of the Inland Wetlands Agency/Conservation Commission. 10. The application shall indemnify and hall harmless the Town commencement of any site work, a meetingmust be of South Windsor against any liability which might result 14. Prior to from the proposed operation or use. LIST OF PROPERTY OWNERS WITHIN 500 'FEET ,..� `'� held with Town staff. 1JGA ��, � . li� Segtembert26� 1988d for one year and shall expire n OF PROPERTY OWNED BY LWWICg SZEL 95 LAWRENCE ROAD,- SOUTH-WINDSOR, CONN. STREET ADDRESS MAILING ADDRESS/ ,o.• Very truly yours, --OWNF:R �` ��1��� 47 Natsisky Farm Road Same !��/n s�J G(!�` &'' Kevin M. k Kathleen A. Comeau 5 Atty. Paul Smith -3- July 15, 1988 h Windsor, Cr 06074 s . NAME Soot � 1540 SULLIVAN AVENUE SOUTH W:NOSaR.CONK.06074 Same s�~�ntic°��e AREA CODE203/644.2511 15, All plans used in the field by the developer must bear the 55 Natsisky Farm Road ,., K van F.Wetlands de, Cencytnan 9 N/F David W. Sado>,+niek, Etal. .John G. & •Theresa F. Athas South Windsor, Cr 06074 � stamp and authorized Signature of the Town of South August 19. 1988 � f',•� Windsor. inland Wetlands Agency/ 23 N/F Wilbur L. Anderson. Etal. Same - . -• . Conservation Commission � F Elizabeth S. Reynolds C L I �'�W(�0 D Elizabeth f. & Ronald A. Marker 63 SonthtWindaorarCrRa6074 �..,,•' 16. No building permits will be issued until all modifications Town of South Windsor 33 / 4 3 N/F Roger C. Hildebrand, Etal. R 0 A D �$, have been Complied with, and the final plans have been 5g ) /F Alan R. Gudrun, Etal. putt: R. & i.inda J. 5lndler 75 Natsisky farm Road Same filed in the Tawas Clerk's Office- N/F Windsor, Cr 06074 Lombardi Associates 1 KFR:dlb 54 �{/F Walter S. iJ�tberfield, Etal. 1720 Ellington Road i7. During or prior to acceptance of the detention basin by the 35 N F7Piano M. Cub erfi 72 Natsisky Farm Road Same Town, should the proposed system show indications of not Steven .l. & Knren M. Siracusa South Windsor, CT a6074 South Windsor, CT. 06074 Deputy Town Engineer Pierce functioning progeny, alternative construction methods will CC: A. B. Davies, IS 2 N o>�n F. , be required. Michael Gantick, Public Works Director 140 N/F—Robert J. Ryan 60 Natsisky Farm Road Same Attention: Mr. Richard Lombard! Daniel i.. R Carmella M. Roes Marcia Banachr Director of Planning 90 N/ F William . Meyerhardt sa:tth Windsor, Cr 06074 Dear Mr. Lombardi: Black and white transparent mylars of Sheets 1, 2, and 3 with Thomas D`Auria, Building Official 13 9 N/F George P. LMeyer L A W R E N C Same the above modifications, together with three blueprint copies of Louise Evans, Chairman, PZC ROAD � R .lun A. Song 52 Nac:ztsky Farm Road sion A. R. Lombardi Associates. 'ton I . gCr06074 At a special meeting of the slater Pollution Control Authority held nn wtthint30edaes to bet of stampedsigned be . The letters of to this approval 150-2 N/F Irene E. Guay s South Windsor, C Attorney Paul smith 74 N/F Carol Marie Brown August 16, -1333 the Authority voted to dated Marc Spinner ELombardi Associates - of this Commission, as well as the Inland Wetlands Engineering Department Etal.1. 78 Natsisky Far Road Same Project Der Est3 a as shown on a map dated March. 64 N/F Arthur L. Cushman, •timothy .J. & BctsaY S• DeE€ley Y for Spinner Estates. with the following conditions: Agency/Conservation Commission, moat be reproduced an the my ors. South Windsor. Cr 06074 Inc. 84 9atsisky Farm Road ill be Same 1. That the plans meet the technical approval of the Town Staff. returnedetoyyous for vfiling ingthe Office of the sTown Clerk ion, they wwithin N/F T & M Building Co. , Lila J. g Edward M. Gaudet South Windsor, Cr o6074 90 days. After filing these plans, a copy of the receipt must-be 2. That this approval letter is affixed to the final set of submitted to the Planning Department. 7 N/F Michael S. Mlodzinski Same mylars and filed with the Town of South Windsor. 15 N/F Joseph L. Amodio David C. R Kathleen G. Nordtnnrk South tWindsort,rCrR06074 l __ ` Very truly yours, 31 N/F Larry Livingston 3. That the manhole at Station fl + 90 be located in the 1a6 Natsisky Farm Rond Same center line of Lawrence Road and that the distance of p NING AND ZONING COMMISSION 3g N/F Yvon Bosse Susan F. K .J•me.9 E. Belt South Windsor, Cr Roa74 of the sanitary manhole should not be greater than 0 Hene hall 300 feet. 47 N/F James g Same 55 N/F Nelson Jacques, Etal. -ylvnin 1'. ,K t+lrky A• Fnuteux 87 Natsisky Farm Road South 'rlindsor, Cr 06074 4. That the manhole should_be placed in the center aE the paved Raymond F. Hallowell, Jr. 61 N/F Jeffery L. Briggs right-of-way. t N F Michele L. Briggelos Same Chairman 73 / UUn;ti,i R. :nndra A. Sutherland 95 Natsisky Farm Road 77 N/F Nancy M. SangiaveRni, Etal. South Windsor, CT 06074 5. That the easement restrictions be properly in in CC: M. Gantick, Director of Public Works the Town of South Windsor, and the easement statement be F. Shaw, Sugt. Of Pollution Control 1 J. Thibodeau Same written to the Town's satisfaction-95 N/F Daniel DEBBIE J. Collins, Chief Building Official III N/F C. Perry Chilberg DRIVE Steven s. K Margery K. Jackson South Wiisdsor, Cl' 06074 E. Belleville, Assessor 130 �{/F Noel Jean Jacques Very truly you W. Canning, Fire Marshal Same 116 N/F Paul M. Neely Forrest C. Ill & JoAnne S. Symmes 111 Natsisky Farm Road � � M. Banach, Planning Director South Windsor, CT 06074 � /J�jlt-;�./JL .Ety�>/ ✓ � Registrar of Voters 10 8 N/F Robert A. Morin Inland Wetlands Agency/Conservation Commission sk For Road Same TOWN o f SOUTH WIN SOR Ch irtnanPZC 88 N/F Robert J. Lorenson Davits W. ri Susan S. Smith 15 Natsisky TOWN OF SOUTH WINDSOR Arc File 80 N/F Craig H. Maurer South Windsor, CT 06074 Architect/Engineer-- CC: John Collins. Building Inspector Water Pollution Control Authority Applicant 64 N/F Roger L. Laliberte 19 Natsisky Farm Road Same Marcia Banach. Director of Planning N/F Thomas Reardon Kin(hee K 'i I n Yxni; Sltum SU,Ith Windsor, Cr 06074 + 5 0 Raymond Hallowell Jr., Chairman, Planning Zoning 42 N/F Richard E. Spadaccini A. Bowen Davies, Deputy Town Engineer 25 Natsisky Farm Road Same 34 N/F Michael HOrnat Jr. Wayne 1). R tiu:;nn M. I°.uric South Windsor, Cr 06074 26 N/F Michael C. Felcher ond tit1mC 135 Ji/F J u s t^ph ft• F 1( I ci 5 E i,a 1 . 5hnr,m {{. R Robert A. Kchnitl,+ South 39 t Windsor,,rCrR06074 _ L O DESIGNED REV DATE DESCRIPTION 44 Nnt.NtNky Fat'ro Rued Sam'! BY KEY MAP ASSOCIATES, INC. Mnr,.el 'T. 4 Kat1+y I.r.+alux N S� ��sw.� i•s'rrier�/Y,? South Windsor, (:1' olj074 / w �9 DATE Same z -�"'B - - -�•'G-s8 ESTATES SU BDI V 1 S 14 N AND SURVEYORS Lot 1 1 Z ':.+ t.3 ,,tit:t"�' , T't 31 22 Nat3tsk Farm Road DRAWN SPINNER�S CONSULTING CIVIL AND SANITARY ENGINEERS r:,,t :; i ;ky Fat:la koad Frank R. R 1.uretlu UtAI+K,ci1s Sn,Ith Windour, CT 06074 3 � 8'2g_ r'Ort/n/ COMMs""N>r,S f3-/�-$B _ Same BY VERNON CONNECT{CUT Int i nd,er I;,,r<Ir.ry, 1 Sur l ader Ii,t l nn S26 ottthtWlndsuFarm Road DATE L A W R E N G E R O A D CHECKED © COMM. NO: DATE: SCALE: SHT. NO: 36 Natsisky Farm Road 626 1i111ItKtun Road R C O N N E G T I C U T 1►art ]ills Hu.:sty t South Windour, (:T U6U74 SOUTH WINOSo M�"0'�• /9�7 �•'_ ��' ' n/r Dart, 1{i l 1 ftu is 1 i ,' South Wludsur, Cr U6U7+ BY - /.33.3 OF ., DATE JOSEPH MERRITI 8 c0 30' R.O.W. LOT TO LOT DRAINAGE EASEMENT .3'dG. 9T-0 ^'• LOTS 1,2,3,4.5,E ` — _ i -... ...r ica:3.sT�•' ' lAvi! .t.✓. SAca.:as1/.'.•'iC.E.r /'v"iGc,9'�.e G. ..9vc�G".�"o�i �~r�.� * - ... - i.5:sue" ...._ / �,U Q� ��1� �w.�/ o.�^.�"o v�H �.✓vsr� q y � /.39oYv.SRC-E.�' 0 ,..� ,�,�rioc d,c �.y� mod,..✓ F \ !� � I� ,3a aca8 �-r,,..�-�: n � .30 0�--�"q. �'�; c $ .tea a q• ;� � i ;�� .\� jl ti•V �'" �a `{ of ` r t lox r ..sa'Q:G. 9o, fl U� 0► ° o h _ t�. 00 +Ti ..3't s '�2'a •'� — 2. ". �¢' — /_$�sa. !o' 7$. /•�` .� ��O•OO.�a �� �� 16 �. - + -3"0.coo' { + - crapB o� • ��� + + %a..ipr .. - `'� 'c�s"E' -^ G.as.�+ • C-�.C�E Gg•�.• I••v✓ C�e /moo. A NOTES 1. IRON PINS TO BE SET AT ALL -LOT CORNERS. 2 . MINIMUM REAR YARD- 50 '-� 3 . MINIMUM SIDE YARD = 15 ' . E 4 . MONUMENTS TO BE SET A8 SHOWN. �� .�N.7NGY ��! ��+�✓ �os�.�.�.✓i 5 . ALL LOTS ARE LOCATED IN A-30 ZONE. ~o .��/vim`✓.�� � '�G' 6 . ALL LOTS MEET THE 120 .00' MINIMUM . "i\�o FRONTAGE REQUIREMENT AT THE BUILDING � � 2 EA-��.Lv�Ei.�•- ; � '` � LINE. vw. 9e -c A© ' ► ; d 9 a N ie o °\ / c ') \ N. / �.c/s�e��✓.�rY.. o�✓ L.�D.w.cE"�celr ..C1�a I _c'oo ..�"+ya, �r: � .30 o.�•G �q,.�-r. {� � 3a ®�"i �-q,.�--�': �i .30�.�Q..��"; Q I /- -9r7-¢7.�a�c.��'� � y +' _ , }n I I 7I cif MONUMENT COORDINATES MONUMM # NORTHING FEASTING M/�"�'•'�� .G• �'�^���� 1 182,985.19 213,687.79 __j- \ 2 183,011.10 213,713.34 ` ,{ N .`----" 4 183,061.22 213,708.53 183,085.30 213,684.11 ' W 5 183,047.12 214,330.51 ' ti w` _ _._.— 6 182,997.13 214,329.38 • { �~ _ 183,378.09 214,605.97 - 3 V 183,388.28 214,654.93 , p i-coo. 9 183,947.71 214,487.42 a-•✓amp,•�.�'c�'•`,.� � 10 183,949.14-�.✓ 214,538.19 182,914.77 213,690.37 16 M•D.C. DATUM �p 35' R.O.W.LOT TO LOT - �a l DRAINAGE EASEMENT LOTS 16,17,18.19 oe APPLICANT & OWNER OF RECORD: , . D: { LUDWICK SZELUGA 96 L•AWRENCE ROAD SOUTH WIND-SOR, CONN. a n I hereby certify that this map and survey were prepared in accordance with the standards of a Class Az` survey as d n,edt in the Code of Practice for Standard�of' Accuracy of Surveys and Maps, adopted December 10, 197 /as'; d by, the Connec- ticut Association of Land Survey rs ` Incamene. DESIGNED REV DATE DESCRIPTION DY RA PLOT PLA N L O X B1 R a I - -- DATE �-z©•8 7 �'�✓ / �� Tbw�/ cta�.s.-.�..i�^,� //./2• - .w. � '^� ��� � z��•ems : ASSOC I A T E S,-!NC. BRAWL w S P.I N N ER IS ESTATES SUBDIVISION CONSULTING CIVIL AND' SANITARY ENGINEERS LAND SURVEYORSw:>.- DATE LA-WRENGE ROAD VERNON ,• . • :-: � -. CHECKED 1 CONNECTICUP- a BY �'c y SOUTH W I N D S O R, C O N N E C T I C U T CO M M. NO: DATE: SCALE: SHT. NO: � ' ( ` i DATE ?0 87 t'ti►-/33�. �,-ac.. .�98?' /"s • G ,� O JOSEPH MERRMT d CO. F NOTES: ` 1. IRON PINS TO BE SET AT ALL LOT CORNERS, 2. MINIMUM REAR YARD 50 '-. 3. MINIMUM SIDE YARD 4. MONUMENTS TO BE SET AS SHOWN. 5 . ALL LOTS ARE LOCATED IN A-30 ZONE. 6 . ALL LOTS MEET THE 120 .00 ' MINIMUM FRONTAGE REQUIREMENT AT THE BUILDING ` THE DEVELOPER SHALL BE RESPONSIBLE FOR THE REMOVAL OF PAVEMENT OUTSIDE THE ~/ �,�yIE. RIGHT OF WAY AND SHALL TOPSOIL, SEED �` �s AND MULCH ALL DISTURBED AREAS. . MONUMENT COORDINATES MONUMENT 0 NORM EASTING 1 182,985.19 213,687.79 p 2 183,011.10 213,713.34 3 183,061.22 213,708.53 �'� 4 183,085.30 213,684.11 p 0% 5 183,047.12 214,330.51 P�0 6 182,997.13 214,329.38 �, � 7 183,378:09 214,605.97 0 8 183,388.28 214.654.93 9 183,947.71 214,487.42 .4 10 183,949.14 214,538.19 is :)6' 11 182,914.77 213,690.37 u•3 � Or WNER OF RECORD: APPLICANT & O�'c.�'E _ LUDWICK SZELUGA 96 LAWRENCE ROAD N o SOUTH WINDSOR, CONN. u � \\ d` �� � 2�7• .2'li IN ZO'.P/� E.9SEME��r 'Al , 141ea-e a,` 207 V- • � _--�- � � �,�4'-3•�, z''_ac������" E.4.5"E�EN�" ice•! t A � �� p, 90 � E.oSE'MEn/7' /N F.4vo✓I D� GOT I/ U o 4 O J Q NOTE FOR LOT 12: INFORMATION ON SUBSURFACE CONQ.I,TIONS A-p OFFICIAL SUBMITTED.PRIOR TO ISSUANCE OF BUILDING PERMI T. H K�Y" Qp ti 1 Ole oy •Y I hereby certify that this map and survey were prepared in accordance with the standards of a Class Az survey as defined in the Code of Practice for Standards of Accuracy of Surveys and Maps, adopted December 10, 1975, s amended by t e Cannec- - icut Association of Land Survey s, 'Inc . o DESIGNED REV DATE DESCRIPTION O $ D BY _ RAK T �s .� ,��„ ,,.�.��- PLOT PLAN ASSOCIATES, INC1NC DATE } '`/�-✓ �' •�8d ��a.-vim..G'bMr��i✓_t-�'..-2•/�•8B DRAWN E 3 88 S PI N N ERI S ES TAT E S ) SUBDIVISION CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS •F/F E,45. Div �.4✓o G.Q o� O r // BY CONNECTICUT VERNONDATE 0-8 LAW R E N G E ROAD _ CHECKED SCALE ,. SHT. NO: .� COMM. NO: DATE: B� EEY SOUTH WINDSOR, ObNNECTICUT � -.�� .�.,�.. ��8� � :6 OF �3 DATES+ } 4 m JOSEPH MERRITT&CO. rr _ y..� �i/�.er E"'��A•C ��. ✓T' Li�IE�' A.�o.✓y'-Aey�"' , r t.. ..z�..- 3��8 sir \ •� ,b c�Ti " 39C3.Z`'I CU.c,Gs'ii✓yr Tb T-pfE.C' !. ems✓ .337:CV �i✓✓ ,,,33e4.Q 77.7 isC.�'✓E /7 .E�.iOu7'" �� 10 to wt- By �"Lea.k✓.,�. 3 .you- 8orr� �-ix.�•� r3v. - .�v, r C\ �Z Z7•.✓33G.I � r, � r / �� id�✓ i 1 9_ jg�:r,- _�".vv 33t9.� ` _Z":v✓ .33� ,-�iv�-•' _.3'�'�?,O ,' � � A.p .e 1..."''+� o ----- ._. // •' Irk J � l,, r � I Q m � I � .•moo .��.�..,.�-.�..-,.�� "�✓O .f.�.��YE y i • o` v /� Lii.+i-✓�"•+�"/�!•ram_ �• ;J ',0 � v r,c 33 .44 .08 _ I 'f ,' •� ' Dom— ,� 1 \ ,' Y,py' , ,• ,' r If kis WeB Wapping Silt Loam 5 I ; 3 to 8 percent slopes f lii/.3 ih'4' CAS WsA - Wilbraham Stoney Silt Loam '- �.c/s /4r3odE =-•v � ' '.s�'"� �- ••✓ I 0 to 3 percent slopes Ull .Y �-Aft aF T?✓G`- 7'bWi/ - - `^ ^ '' ,' �'^-' - / ' -.�/lr�wC✓Yi/L7„•3"G•� i � \ cif, 100 YEAR FLOOD LIMI'1`S NOT APPLICABLE �r �"`` 9G L.gw. Ci•�c�G"" .�'e .4© ------ p cxs »� -0VI 9 �J I ti CB.37.E r Tim 4.7S I I.,, PROPERTY LINE Q _ l N j' WETLANDS BOUNDARY ,= EDGE OF PAVEMENT EXISTING CONTOURS a >� � NTOURS P oo o" � � • � PROPOSED coNTouRs i BI _ - E -�,.� ,�;�� I a SANITARY SEWER 8 � G-B ";1PI ,A ,� .S--�•9.Bi0 y� s - S �`f v pi - I / ... STORM DRAINAGE - ---- - - � _� yv , .,./ ( •,� SILT FENCE LIMITS OF WOODED ARE 3 qJ 000 �' WEB SOILS AS PER HARTFORD COUNTY -SOILrSURVEY- WsA ' ,• !, - I} I p' � � � _ � ,r''' I -- � ter. _SI7 .//"�e7 7'� Lam. r If -- NOTE: �-2a / E10I ELEVATIONS BASED ON .U'.S.C & G. S. b&TUM _. -- --14 9 , . 00 ;c / -- APPLICANT & OWNER OF RECORD:' . - R 0 - - - -- _ - ---- -- -- - LUDWICK SZELUGA 1: Q:- , ,,- 96 'LAWRENCE ROAD i • 3 SOUTH WINDtSOR, CONK: 00, r`' �" .O i/.•q�/.CC3,•rlGB,� GSA' ', ` lr _ - - -- , �� . ..- ` �,.�•- y ;ro `� .-, �r� x -. - .- -. -- -• .. .. _ .. .. in �...-_, ---- •- , _ ' a :, ~,----5 .. ._„_---;r-¢-• , <,..>. I herecertify that this p Y - , 3 )7ma and curve were prepared { '.YFEt:_s: 1 ni`•r..'.. ...., -.•.,,.''. 'i25...::, ,,.:r:`i,:: , ; # - ` -. �r y .. y accordance with the standards of a Class �1-2 survey as defined in the Code of Practice for Standards of Accuracy of Surveys ,�/ , - _ : ,- ,• _ - � ��, amended big5and Maps, it December y the Connec ticutAssocaion of v r IncandSur -- Q ' _ DESIGNED REV DATE DESCRIPTION 1 O BY MAP ,�, %s ,.�,� .,.,z� CONSERVATION AR & TOPOGRAPHIC PLAN ASSOCIATES, INC DATE -5-20-82 DA Ec Y 2 �• �"'.�'Rg 7'O N//✓ G.OMNj�il/� �. '/�p•8B I i. . DRAWN E C�D� n, n� �R C �C�TnT �� I �D)V I S I O N• { CONSULTING CIVIL AND SANITARY ENGINEERS LAND .SURVEYORS ?, J r , y� v 1'� SJ V ! /"� i v BY �.j,✓ EV 3 '/9.88 ,2EK G•f�•A0/Nr, - GOT Z y DATE 3-20-'�7 w -5t• g 'P'Ec.` "EA 'E'c VERNON C0NNECTICUT I s g .. -.e 140 � L A W R E N C E ROAD 4c,c•v ate' `- •m i CHECKED DATE: SCALE: SHT. NO �- BY8�s8 .C'EV- z5w",'PF,E' TaN/�/GE rr;e SOUTH WINDS 0 R G(3 N N E C T I C U T COMM. N E•.�-r�,c, i5�s� moo• ,ter ,� n g f Fj OF i7C4 ATE n JOSEPH MERRITT&Co. . . o............................... 1 ` . NAB r 1 3� } 7-OR,4,2y COF"ER. p.aM WEB — r,°'•srs �'Q r' � •'Q-�' 1`, �` ��Fdu � I ,�/o�Q 4 ' `,• - - ' - • _ I .3 {� • I � 1 � `, ff � - � • li A It AOT -I 4 4 .i7.C-A© :CJ c\\/r-s.�.r✓ .. - '' Ej •'�`'� g .'' I -�� �•�� G�"�^�rlGi .+tP�_ r'?�. l .. � �rQd ism - J !' a- -p 4" � / f _.+� , "The, developer shall be responsible for the removal of pavement outside the right-of-way and shall topsoil, fertilize, seed, and. mulch all disturbed areas." t 5 1 1 'I I , � r � E � � � 1 � r I _zv✓ z9.�:5� f - . .✓ %: 9 ar' / A EA3EME/V T AV A.4 4I OF G D! _ l� NOTE FOR LOT 12:Nv INFORMATION ON SUBSURFACE ' COND I T IONS E .•.&may o,.e_� MUST -BE SUBMITTED TO TOWN BUILDI+G OFFICIAL PRIOR TO ISSUANCE OF BUILDING l PERMIT. I hereby certify that this map and survey were prepared in accordance with the standards of a Class A-2 survey as defined in the Code of Practice for Standards of Accuracy of Surveys and Maps, adopted December 10, 19 as amen by lie Connec- ticut Association of Land Surve ors Inc. �» WeB = Wapping Silt Loam'. 3 to B percent slopes WsA = Wilbraham Stoney Silt Loam 0 to 3 percent slopes 100 YEAR FLOOD LIMITS NOT APPLICABLE LEGEND: w ---- PROPERTY LINE —- WETLANDS BOUNDARY EDGE OF PAVEMENT " ---- - --- - -- ---- EXISTING CONTOURS - PROPOSED CONTOURS SANITARY SEWER STORM DRAINAGE _ 1 .t SILT FENCE LIMITS OF WOODED AREA WEB SOILS AS PER HARTFORD COUNTY SOIL SURVEY WSA -- .SGt�E LiM/r L/NE :PH MERR1i7 & co, r ;rra ��b. � 6, lry � N - . . I 1. . . I I . . I. - . - I . . � I I I � I . . . . . .�. . . . N. . . . . . I 1. . . . I . . . . I . . I � .1 . .. . . . . . .. .. . . . . . . . . . . . . . I ...... .... . . . . � ,,� -: . :. 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L . , I . . .. . .. - . , . , . � � . . , � , �! . , ,, 1 1 "!: . : ., , - - - - a , . . . . . - - . . .. . . , .. . �-, ,,, I j.- , . . � " �_� . . , . .. . . , . _ .. - . �� .. �!,'�. � . . . . .� :.: ..;. ._�,:� ,* :11, : .. -, . . � . .,. . .- . :�., �.. : . : ; � . : .. ,; . �- ..� - , .. . _ , I � : - .;.�� . . *:* :'m -, s", --",:�, -. -Y *.' ,,,-,� - . _ - . - . . . . - - i : . � � I - - . ., , I. . . _; - .. . - .." 1 .. . , . . . . 6. ': . .-- - L � , � _' � ", L: �;, I _ I'T � ,.,.:. �1L . . . ..M L - %; -.' oo.. �, . ; -�T 5. .. . .. ; . :-_-,.i. 'i . , . ,00 . -, �" � .7 .1 .... �L I . �'.. 'L : , . .7 1 ;�L - .. �:�_ - , _.. . , " I 1_1.*.".`:� , ! --�- * ; !! ,�.. .: : . ll� � . -1 . �. ; - . . -'� � - - . . .. 1�.l -.,. ROADWAY CONSTRUCTION GENERAL NOTES ALL_:IEIID MODIFICATIONS AFFECTING_ THE DESIGN SHALL. BE SUBJECT_ TO }1. PAVEMENT THICKNESS SHOWN IS MINIMUM. AT TIME OF CONSTRUCTION ENGINES APPROVAL. _ SUBSUkFACE INVESTIGATIONS SHALL BE MADE TO DETERMINE ADEQUACY OF T - SUBGR�DE. AS A MINIMUM 5 HAND AUGER BORINGS SHALL BE MADE ALONG THE 2. A SET O DRAWINGS MARKED "AS-BUILTS" SHALL BE USED TO REFLECT ANY ROADENTERLINS. GRADATION TESTS SHALL BE PERFORMED TO DETERMINE FIELD CHANGES. THESE MARKED UP DRAWINGS SHALL BE RETURNED TO THE SUITABILITY OF NATURAL MATERIAL FOR USE AS FILL. ALSO A MINIMUM OF 3 ENGINEER UPON COMPLETION OF CONSTRUCTION. C IN PL�CE DENSITY TESTS (AASHTO T-180 METHOD D) SHALL BE CONDUCTED ON THE SUBGRADE. RESULTS TO BE SUBMITTED TO THE TOWN ENGINEER FOR 3. CONTRACTOR SHALL SUBMIT A PLAN FOR WATER DIVERSION AND CONTROL DURING i REVIEW. SUBBASE THICKNESS MAY BE INCREASED OR ADDITIONAL COMPACTION CONSTRUCTION TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. OF SUBGRADE MAY BE REQUIRED. '. 4. CONSTRUCTION METHODS AND MATERIAL REQUIREMENTS SHALL BE IN ACCORDANCE 2. ,SEASOIAL GROUNDWATER IS ANTICIPATED TO RISE WITHIN 10 TO 20 INCHES OF WITH THE STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD THE PAVEMENT SURFACE. THEREFORE, SUB -BASE MATERIAL TO ACT AS SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL CONSTRUCTION, FORM DRAINAGE/FILTER LAYER. TO PREVENT CLOGGING OF THE FILTER MATERIAL AND 813 198t AND OR THE TOWN OF SOUTH WINDSOR STANDARD ROADWAY ASSURE ADEQUATE DRAINAGE CAPACITY, THE SUB -BASE MATERIALS SHALL BE SPECIFICATIONS. I _ SELECTED TO CONFORM TO THE FOLLOWING CRITERIA: y _ CONCRETE NOTES iLAST IN PLACE) ' 15% SIZE OF SUB -BASE 5 85% SIZE OF SUBGRADE S I. ALL CONRETS SHALL BE DESIGNED, MIXED, PLACED, CURED AND FINISHED IN I ACCORDANCE WITH ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED �B &A.:Tr cOC VV_ AT L CA r4L c:.ne B.tx rn BC vsCD ar t.our+brs aajACE�tT ToExssrwG op P'lopasco 5Q% SIZE OF SUB -BASE CONCRETE" �.ts y 0 L�4 10� 10• 10�, o I: (ACI 318.83}. cwe r 50% SIZE OF SUBGRADE r � S 25 v ° 2. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN ! _ _ ^ / I i CAO-M mcr 1l I ( � �T 15% SIZE OF SUB -BASE 5 28 DAYS AND SHALL CONTAIN 4-67. AIR ENTRAINMENT BY VOLUME. =, — — -- �— _ �� ! . , Q-A," W CC"CFWTE { �"�( J r P0w_D W r'IJwE oA 15% SIZE OF SUBGRADE 3 R ; m; =-- � , 21 'm U- o REINFORCING BARS SHALL BE ASTM A615 GRADE 60. sue`'"' CO'�7`E r I TO PREVENT CLOGGING OF DRAIN PIPE, PERFORATIONS SHALL BE SIZED AS I E' , { FOLLOWS:, � r I _. 1 ,z- ':•- , a; r • �,.. ¢=G" 4. MINIMUM COVER FOR REINFORCING BARS SHALL BE 3 INCHES. %SIZZE OF SUB -BASE 5. FORMWORK SHALL BE DESIGNED BY CONTRACTOR ,IN ACCORDANCE WITH \\� \\ �33 ^ °) _ On.EAw.sE U SIZE OND" T^�- , r• - r-w. , • - 7 y, ur.OEA lN- IPE PERFORATION 2 REQUIREMENTS OF ACI 318.83. FORMWORK SHALL REMAIN IN PLACE A MINIMUM �.� i `\ ' ll�I I r 1 '^,%.VLW �t+50•-3 OF 72 HOURS. f I �,.``,`� 1z5 ! ��+�-'��/•n' �c �"��-✓ DRAINAGE PIPES TO BE INSTALLED ALONG BOTH SIDES OF ENTIRE ROADWAY LENGTH AND CONNECTED TO STORM SEWER AT CATCH BASIN LOCATIONS. UP 6. ALL EXPOSED EDGES TO BE PROVIDED WITH A 1" X 1" BEVEL, GRADIENT ENDS OF DRAIN PIPE TO BE CAPPED. { •l C)R_ _.. II W -w/� • W U V % y1i \ ' BA7G7,, C,..A.i 5 •A• CON(,' .rE. L SJL3 APoL-r DA44P - mA50NA•r C W_;WTE LW 5 "gOorn.G C+N < wwL2.3 ,*#CP aa+lm OA uhs STD, CoNCJ�CrT UN+TS � uSCO, i CC --CLUNG wrty BE A - i &A T T ED uAXuA.1d CCiWCL TO fkTCNO INWE OK U41fj �i- W ar r r. i 7 r I , U' _ E r• f1 . • r• _O• r- uI�tusr wT SFCTICN 8-e Z 1 i � WI grass plot sidowalk �j Yq • +,_�„ �. � � L'3r`►"'" Cvi�L, I/Z orrr — - - - conc. walk ~'s' 02S �Uha rye. 8r base--- ""^-�- C0UrSe curb d•.': I -� Felt Paper -C w1Ali •:.:�'\: ,if ; � sl r (- / / /�. ...� ...}—' ' �`•.Y . /.� {N "�'. ✓6-� %-�..+�'�i�"ri/`'r /1 _„ .:i /�� r .- '7I.G 'C' ..:..IIJl .-h:.. r�ty �..:� Underdroln M 6"510tvCd P-VC i Subbase �� 0 bo�oa ctl 1/2" washed round stone 6., or pia stone, 6" min. procesaed graven� D*2-0rkith or filter fabric �'_7r9Ji •!� r�JySi'^. ✓�ri y, of ifench'� C�„ili�r/ate/ 0A PWAY._—__ "IL02N STANDARD UNDERDRAIN -77- _=5 i � � 1 r I t H ' { 2 { 1 C 1 1 � 1 I MEET Ek/ 5 T/�✓6 GR OE" 1 j PLAN - ••¢�T�.t'7'L7/G ,L�i�*Ic,'""� �"E•C7'iL /,�G'o �' �7G�1"L.�"'� )N*RMEDIATE r G 'V I GALA VEL F/4 L STILLING BASIN DETAIL y CULVEKT AT STA 14+40 (NOT TO SCALE) 181, 10�'• d.. r; 510ew-4?e. A< TO &—=- C OC Av 7 ,e4;i 5'"cv.vc 1 t$Or,�-! SaES� i i / J end mp for C/to.•rsr/ J/'o/'+sr o/ sfsJ/rro�» erd o/ drv.vf d/rrr/u!'� U�S/1�rh i — o/ s/-aeA ww to A# key/ oQrw �wr� U101/w,47 ho/f rf ,tibts Arlrw7r /se•t UNDERDRAIN AT ��� .-a,�Ay��„• ` ;- CATCH BASIN STRUCTURE I�/ ly"3 1 i vrti�„�IpJS ca>�CC2E'TT:' Ct,.AS� '?L Z!' t�I ► Vr�14JOW �vtJG�cETC Cr_+4�5 i Pc;z t:SC CC:vr��aA��tj` 411 7-, Z_ c J/ �-1` /l1AG'/\/S/011,!L cai g� -1v4C_ 1_.0.�,z ' H . t 1 •I 3 - SECTION A -A T f 6 •. L _--_ �-40. • i 14 _.J OUTLET STRUCTURE •p' �1,e^e..s .�G�10E0 //S .5l7�chwN DESIGNEC DATE _ _ _ _ REV �� - { - DATE) DESCRIPTICItV 3788 TDwn/Cai�.•rEi✓7� .2/G • gB DRAWN BY -- DATE -- _ - CHECKED BY DATE 1 B♦1 K�.paC ►AC,� CO•K.pCT[ v,"T is vSEDrnm v►.r•Tw(TOP n/ r.+ uwT S.+ALL eE AT LEST S• BCLOw rHrL OTTCAA or r}-E PIPE OVTLrrTWG rAOu rlt CATCy4 Bwy;N. TYPE "C" CATCH BASIN 2 2' 6 Vg'* CROSS SLOPS � r Lr•.Ii7P'�.O.o. � ' = O� . • a S4.45 2'- 0/6 > 13n6** 213/16" e 3'- C.. 4 I, 4 4' - 4" �rc�•yEw ... , 3�. G�i7"r+itr la.><.arc.,c,.y arr+cts> r 8 ri / 7"' DETAILS AND SECTION IR LoM$aAaz ASSOCIATES, INC. ,SPINNERS ESTATES SUBDIVISION CONSULTING CIVIL AND SANITARY ENGINEERS LAND SURVEYORS LAW R E N C E ROAD VERNON CONNECTICUT SOUTH WINDSOR7 CONNECTICUT COMM. NO: DATE: SCALE: sHT. NO: B33 M A R L I--i t 9 87 oei i of m 0 f- SEE NOTIE Y I~ i • X I I t 0 TA f •A" L FORI USE WITH CORR .IGATE0 Y METAL PIPE 54' AND LAPGEA PLAN lure v-\I DIA. ,+ •,,,, WALL .�•, :•Y� 4.�._ ..T-.r.�... t 0 5" NOTE NO 2 Y SECTION X-X NOTES 1. JOINTS SHALL 5C TONGUC AND GROOVC OR BC,.L AND SPrC•Or AS PJMa XRCD TO C.ONrORM TO PIPE IW.TALL ED Z WALL TW-KNESS SHALL CONFORM TO PWC TW-KNE35 J.� DETAIL 'A" DIA *I SECTION Y-Y END VIEW DIMENSIONS FOR REINFORCED CONCRETE CULVERT END FLARE JRINFORCEMENT AYQ7ONLr INC ENTE73 EJR' DIA. A 9 C D E F RI RZ ACA DR• IN AREA OR' TRIAN 5TC IS• 61, -10- -t' -0 I'-0' II- 0054 005A I -1 - -1- •-O- - 5 - •r-3 i " I'-0" 0060 0060 4' 4" •-7i" •-6- 0'-1'�' a•-o^ I •-9;1"•�•-41 1•- - 007 007 30" r-0• 41-6- r -74•- 6•-13, 5-0- 3' 1- 1'-6' " 1•-3- 006.4 0004, 36" 1•-3- 5•-3" 2' a'-1 V41 6•-0- 3' 10 •2'-O 1•-a•• 0096 0096 42- 0-9- 5'-3' 2'-II" 8'-2" W-6" 4•-57- 2'-3'' 1•-10" 0108 0I06 46' •-0" W-0- 2--2• a' 2- 7--0- 4•-6 '1; 2•-4 1'-$0- 0120 0120 34* - -11- 61-4• T•-61 .-5'/" 1 - •-0•• 0132 013 /' ' -0" 0144 0144 END SECTION TO BE SMOOTH FACED REINFORCED CONCRETE CULVERT.. END I' -0" -PRECAST HEADWALL SEE DETAIL "A" :. '• A. A . BOX SECTION ociTGr'r lov C T• zo I- �o •. -I • °•moo, o��j. I O ° oar ° O-� b•. �i d a O• • O i0' o C3 01�0 C.) ID, ,�. �0 4* + :0. �6- 0 0 0. C OO f moo 10 oddo O Qct p0-4 .4°QQ6 �• a oa a � d ��• G a�'•O 'r' 04•1 o o• oC%_oa ;d oo. OO• O �'I•S0�Op0•� •ODG Qo>O�oO�jpo4 QoQo�O�p� ap'd. o oO•nr,> 4o Op. i •O- v GrJiYL.fi7 ENQ / ' �� o-o •p�C / �_-,._ �,_ CrtQVGL F/LL. i 7'O GOUFQIzM TO QC,gO WAY - ru6a A5E r2c'Qu12EMENT3) /Iva GCE �-•r..c) It .� .r".sr-i. (0ET_,C^/7-/0^-' e17.S/NJ vP5 T/E'E.q/1/l Of= BG'Jf CC/Ly�A� T L O -r- 7 t a 71 t. ouT�Ef' «i�ty.4GG Vol 7Xtt-AtEO Rot NMr, s a A • ; • !/fr/AL WAJNET Ar R V110 TO /E F/LL EP Wr# •:a' � • •R ISR/YT 3-0 PRECAST CUT-OFF WALL SEE DETAIL "B" . r-0- �' au cet�taE�rEo NaLE-s 40 r/i - T11aI"40" CaRYC, frir /A'IE.Trt d! 2•l- CfieC HEADWALL AND CUT-OFF WALLS r,rECAsr NfAo wAtt AT INLETS / OUTLETS DETAIL -a» I 41 r Ar p a o °� p .• �o o C� • �p�. �.� � .- �: • aD r� �"-' IB�GRAVEL FILL--5' �, � 0 TYPICAL PRECAST 90X CULVERT SECTION JOSEPH MFF9I717T •. rn ..0 s S .PEesi�! NOLEI TO BE F/CLED W/iM 6,P0!/T rE Afr rar wA i DETAIL »B" I8" INTERM IDIATE RIPRAP "GQw.vEL_ FILL RIP RAP PROTECTION iti'Z40 007-7%)AA G4-, Z94.0 " A4 /&/. (5 7-R I P Ex / 5 Tin/ cy Cy o?.4 D E "%""`fsiG�iL •©I.CG G.Ca.,3:S ....�"��' CTi o �./ !Y. T__5- r, _T • 12" MODIFIED RIPRAP 299. o in a 6 " GRA VEL BEDDING t�E•rCn/rio.� BASIN - o O fl O49 r - l� r r R G f r fy » " D G U � G � vx ,D n / 1 �La,i '/ G � D �• 6'� / 0- r �GaC, 23. 6.s?rgt/EG 8AC/CfiLG , i riOn/GPaOA/ r0 ic i 40.t/FOiQM TQ �\ o o �� .eoga w.q Y s06e<+SE L� .. - i2 5/S' THREADED INSERT BY BOX MANUFACTURER a) Is- �� PEADWALL CU:VERT INTERMEDIATE SIZE RIP RAP -..._O ....- c'oo 00• r0r O00/•l CwbiO•U'e Q;O•�.o/ 18" (,RAVEL BEDDING, CUT-OFF WALL r��•�r.-.rrr--r•. a r�r TYPICAL WINGWALL ELEVATION DIKE CONSTRUCTION NOTES •� f4 1. FOUNDATION FOR DIKE CONSTRUCTION SHALL BE CLEARED OF ALL TOPSOIL, u, ROCKS, STUMPS, ETC. TO A FIRM SURFACE. IN NO CASE SHALL THIS EXCAVATION BE LESS THAN 12 INCHES. SUBGRADE SHALL BE SCARIFIED ANDS,.,. �,...� MOISTENED TO A DEPTH OF 3 INCHES PRIOR TO PLACF�fENT OF FILL. 2. DIKE MATERIAL SHALL BE PLACED IN EIGHT (8) INCH LIFTS PRIOR TO COMPACTION. EACH LIFT SHALL BE COMPACTED BY VIBRATORY, PNEUMATIC TIRE OR TREAD TYPE EQUIPMENT UNTIL THE DRY DENSITY OVER THE ENTIRE AREA IS NOT LESS THAN 95 PERCENT OF THE DRY DENSITY ACHIEVED BY AASHTO T180 METHOD D. IF NECESSARY TO OBTAIN THE REQUIRED COMPACTION, WATER MAY BE ADDED TO MOISTEN BUT NOT SATURATE THE FILL. THE CORE MATERIAL SHALL BE PLACED SIMULTANEOUSLY WITH THE GRAVEL EMBANKMENT AND AT NO TIME SHALL THERE BE A DIFFERENCE OF MORE THAN 2 FEET IN ELEVATION OF THE TWO CLASSES OF MATERIAL. k.. 3. CORE MATERIAL SHALL BE SELECT IMPERVIOUS FILL; GRAVELLY CLAY OR SANDY CLAY WITH UNIFIED SOIL CLASSIFICATION OF "CL". MbRE THAN 56 PEkCSNT •- SMALLER THAN NO. 200 SIEVE. 4. EMBANKMENT TO BE SELECT PERVIOUS FILL. MORE THAN 95 PERCENT LARGER THAN NO. 200 SIEVE WITH MORE THAN 50 PERCENT OF COARSE FRACTION LARGER THAN NO 4. SIEVE. 5. SIDE SLOPES SHOWN ARE MINIMUM SLOPES. DETENTION BASIN CONSTRUCTION NOTES- 1. DETENTION BASIN SHALL BE GRADED 28-INCHES BELOW FINAL GRADE. 2. DETENTION BASIN SUBDRAINS TO BE INSTALLED AS SHOWN ON THE DETAIL. 3. TWENTY-FOUR INCHES OF GRAVEL BACKFILL SHALL BE INSTALLED WITHIN THE ENTIRE DETENTION BASIN. THE GRADATION SHALL CONFORM TO THE REQUIREMENTS OF THE ROADWAY SUBGRADE. 4. FOUR INCHES OF TOPSOIL SHALL BE INSTALLED WITHIN THE ENTIRE DETENTION BASIN AND PERMANENTLY SEEDED. BOX CULVERT NOTES I. CULVERT SHALL BE A PRECAST RECTANGULAR SECTION MONOLITHICALLY CAST OF REINFORCED CONCRETE. 2. CULVERT TO BE DESIGNED IN ACCORDANCE WITH ACT 318.83 AND AASHTO " SPECIFICATIONS TO HANDLE AN HS20-44 LOADING AND EARTH COVER VARYING BETWEEN FOUR FEET MINIMUM AND SIX FEET MAXIMUM. 3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 5000 PSI AT 28 DAYS. 4. STEEL REINFORCEMENT SHALL BE ASTM A615 GRADE 60. 5. SHOP DRAWINGS SHOWING REINFORCEMENT SIZE, LOCATION, BOX JOINT DETAIL. AND BOX LENGTHS AND ALIGNMENT SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION, DRAWINGS SHALL BE STAMPED BY A REGISTERED PROFESSIONAL ENGINEER AND ACCOMPANIED BY DESIGN CALCULATIONS. 6. EACH BOX SECTION SHALL HAVE A MALE AND FEMALE END WITH NOT LESS THAN 1 1/2 INCH CONCRETE OVERLAP. EACH SECTION SHALL HAVE A PREPL.ACED NEOPRENE GASKET CEMENTED TO JOINT SURFACE. 7, QUALITY OF MATERIALS, MANUFACTURING PROCESS AND FINISHED BOX SECTIONS SHALL BE SUBJECT TO INSPECTIONS BY ENGINEER. 8. ANCHOR RODS TO BE GROUTED WITH CEMENT BASED, NON -SHRINK. NON-METALIC GROUT. ` EXPOSED HE"T Or SACK Of WALL 1ABOVE SLOPE To C•4 / T• FOR SLOPES Or 1'.I AND A. I L TOR SLOPE 2.1 C�A•�S,� L'ONCJtETj. �R i�#�K? iu I ; . RVOSLL MASONRY ( I I WALL AT FOOT OF SLOPE FRONTELEVATION M• TOTAL MEirmT or ENOWALL • SASE 0: INSIDE DIAMETER Of PIPE 3 HEiGt17 Or SLOPE ABOVE FLOW LINE AT FACE or WALL- MINIMV16t•042 L - LENGTIr OF WALL-33.0 ALL EDGES Of EXPOSED suarACES TO BE CRAM/EKED APPROXIMATELY ONE INCH, DIMENSIONS AND q ANTITES rpm ONE ENDWALL BASED ON SAD * r D S 1 H L aATr£R a VOL. INS, rT►INS rT.wNd ►T.wNs. INS/Fr "..&INS CU.YD. 12' r-21 4'-e" 4-0" 2 r-II#" 1.10 Is• 1'-S" 4'-!" S-a• 2 - r-11 1.45 is, r-6• S-O" a' -a• 2 2`O • 1.93 2A' 2-2• S•-a• 0--6• 2 f �• 2.n 30• 2'-a' a-0' f(Y-6• 7iv2-3' 3.7e 36- 312' e'-a- 121411" 3- 2-7 5.45 42• 3'-a' r-0• 1416' r 21-e1 6.40 40" A' r r-a-. W-a" 2" 2' �- a. Do ♦ VOLUMC BASED ON '0' AND WALL THICKNESS AT S OI' PIPE HAS BEEN DEDUCTED STANDARD ENDWALL _ A`L�CaN3rftxTsow DIMItKsiows I" DIA. CL 0 SEA CELL AAE )k*MImhL• NEOPRENE GRSKET what+ OA�I�doslI Is to be used t6f Iwo plpaa, "todiKlM�te A that em"all Shall amform t0 "w ra4uind 110* k"Of tIwr. aaCOPI MIS dhnaRsiM V .halt be NN:*d by the 'outside 610fMetar of the 0/A. FERRULE• LOOP INSERT smaller pipe Pius ow toot. T THESE ENDWALLS WILL BE USED ONLY AT LOCATIONS WHERE THEY WILL NOT K A HAZARD TO VEHICLES THAT MUM Orr THE -- _ - :GOAD. IN NO CASE WILL THE LOCATION OF .. p-. 1 T THESE ENDWALLS K LLLSb THAN DOI rRIOM - a• THE EDGE OF THE 7AAOLLED WAY rn yr° VI-DIA. z 2'LG. 60LT, h n. /- 0/R. x /4" L 6. 80 L T f c C I< Yi ANGLE IRON 6» LC GASKET 4 AHEM 8LY HARD WACE TO DRAW CUL VEF' SECTIONS TJ6ETHFR YKUJ�I;l.' ll�5t;K1.Y11VlV } WORK DESCRIPTION LOCATION DATE INITIALS DATE INITIALS THE PROJECT CONSISTS OF THE CONSTRUCTION OF 1850 L.F. OF ROAD�UTILITIES INSTALLED REMOVED AND DETENTION BASIN.- THE PROJECT, WHEN COMPLETED, WILL HAVE 20 SINGLE FAMILY! BUILDING LOTS.;t ► Silt Fence/ Wetlands / Staked Haybales Watercourses THE ROADS AND UTILITIES WILL BE CONSTRUCTED ON LAND WHICH PRESENTLY HAS GOOD GROUND COVER OF FIELDS AND WOODS. THE CONSTRUCTION OF THE ROAD AND Silt Fence/. Around stock UTILITIES WIJ,L DISTURB APPROXIMATELY 6 ACRES OF LAND OVER A ONE YEAR PERIOD. _ Staked Haybales piled material. PERSON RESPONSIBLE FOR INSTALLATION AND MAINTENANCE of Stilling Basin BOX Culvert TEMPORARY EROSION CONTROL MEASURES AND PERMANENT EROSION CONTROL MEASURES UNTIL ACCEPTANCE_ BY TOWN OF SOUTH WINDSOR: -' �- - Silt Fence/ Around catch LU01CK SZELUGA Staked Haybales basins /Lawndrain, 96 LAWRENCE ROAD SOUTH WINDSOR, CT 06074 Loam, fertilize Stockpiled PRONE (203) 644-IG40 and seed materials ORGANIZATION RESPONSIBLE FOR MAINTENANCE OF PERMANENT .EROSION CONTROL MEASURES'- ALL EASEMENTS REQUIRED FOR Loam, fertilize Final Site MAINTENANCE OF UTILITIFS DRAINAGE AND EROSION CONTROL OL �-� ---- ------ --- and seed SHALL BE IN FAVOR OF TOWN OF SOUTH WINDSORi: TOW14 OF SOUTH WINDSOR PUBLIC WORKS DEPARTMENT MAINTENANCE 1 1540 SULLIVAN AVEI4UE SOUTH WINDSOR, CT 06074 P1101'r (203) 644-2511 LOCATION DESCRIPTION DATE INITIALS J. TOWN, r?iuST pCCFP7_ THE. SCHEDULE OF MAJOR ACTIVITIES IEn.ANDS/WATERCOURSES REMOVE SILT FROM SILT FENCE 1. Install Erosion Control Measures a. Construction entrance pads. b. Install silt fences along perimeter of wetlands/watercourses and proposed construction areas. BOX CULVERT REMOVE FROM STILLING BASIN 2. Clear and grub construction areas. Install silt fence around stockpiled material. 3. Construct detention basin via gravel access round. AROUND CATCH BASINS/LAWN DRAINS REMOVE SILT FROM SILT FENCE 4. Install box culvert at stream crossing. A detailed plan for water ; diversion and control shall be submitted to the Town Engineer for approval. 5. Box out road and pavement. Install diversion dikes. 6. Install storm sewers, sanitary sewers and water mains. Install haybales around catch basins or raise tops. 7. Final grading of roadway and pavement. PROJECT DATES DATE INITIALS DATE OF GROUND BREAKING FOR PROJECT 8. Loam and seed all disturbed areas. DATE OF FINAL STABLIZATION 9. Construction of individual houses. 10. Upon establishment of a stable ground cover all temporary erosion control measures shall be removed and disposed of at an approved landfill. It 11. Removal of sediment from stilling basin at box culvert, detention basin and catch basins as necessary. EROSION CONTROL GENERAL NOTES 1. ALL STOCKPILED MATERIAL SHALL BE PLACED ON LOT 16 DURING CONSTRUCTION. STAKED HAYBALES SHALL BE PLACED DOWN SLOPE OF ALL STOCKPILED MATERIALS. 2. STOCKPILED TOPSOIL SHALL BE SEEDED WITH RYE GRASS AND MULCHED WITH HAY IN SEPTEMBER IF STORED THROUGH THE WINTER SEASON. 3. ALL RUNOFF COLLECTED IN THE ROAD DURING CONSTRUCTION SHALL BE DIVERTED OFF THE ROAD THROUGH STAKED HAYBALES INTO UNDISTRUBED AREAS. 4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE LOCATED AND CONSTRUCTED IN ACCORDANCE WITH THE CONNECTICUT GUIDESLINES FOR SOIL EROSION AND SEDIMENTATION CONTROL.DATED JANUARY, 1985. 5. INDIVIDUAL EROSION_ CONTROL PLANS SHALL BE SUBMITTED FOR EACH LOT PRIOR TO ISSUANCE OF A BUILDING PERMIT. 6. IN GENERAL, CATCH BASINS SHALL BE SET ABOVE GRADE DURING CONSTRUCTION TO PREVENT RUNOFF FROM ENTERING. WHERE IT BECOMES NECESSARY TO DRAIN DISTRUBED AREAS INTO CATCH BASINS, STAKED HAYBALES SHALL BE PLACED AROUND SAID CATCH BASINS. 7. ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL ADEQUATE GROUND COVER IS ESTABLISHED IN ALL DISTRUBED AREAS. 8. STOCKPILED MATERIALS WHICH ARE TO BE STORED THROUGH THE WINTER MONTHS SHALL BE SEEDED WITH ANNUAL RYE GRASS AT A RATE OF 1 POUND/1000 SQ.FT. 9. ALL LAWN AREAS SHALL BE SEEDED WITHIN THE FOLLOWING PLANTING SEASONS: APRIL 15 THROUGH JUNE 15 AUGUST 15 THROUGH SEPTEMBER 15 10. ALL LAWN AREAS SHALL BE SEEDED AT A RATE OF 1 POUND/1000 SQ.FT. WITH THE FOLLOWING SEED MIXTURE: KENTUCKY BLUE GRASS 45% DIVERSION DIKE CREEPING RED FESCUE 45% PERENNIAL RYE GRASS 10% 11. STRAW MULCH SHALL BE PLACED AT A RATE OF 1 1/2 TO 2 TONS PER ACRE IN 21 min ALL DISTRUBED AREAS WHICH DO NOT HAVE AN ESTABLISHED GROUND COVER BY 1 OCTOBER 15TH. 12. ALL SILT FENCES AND HAYBALES SHALL BE LOCATED A MINIMUM DISTANCE OF 6 rs• FEET FROM THE TOE OF SLOPES. Cut or Fill Slope-. - /itter /// 2:l Slope or fla 13. ALL CATCH BASINS SHALL BE SET ABOVE EXISTING GRADE UNTIL THE CONSTRUTION OF THE DETENTION BASIN IS COMPLETE AND ALL WATERWAYS HAVE BEEN STABLIZED WITH SUITABLE GROUND COVER. 14. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED AFTER ALL SIGNIFICANT CROSS SECTION RAINFALLS AND ALSO ON A WEEKLY BASIS. 15. THE DISPOSAL LOCATION OF ALL STUMPS AND TREES SHALL BE APPROVED BY THE TOWN ENGINEER. . �to i'oodridC �7,na/�f positive grade Ups l ape Toe-.---------�' EROSION CONTROL MAINTENANCE MEASURES DURING CONSTRUCTION 2' min 1. WEEKLY INSPECTION AND REPAIR, IF NECESSARY, OF ALL EROSION CONTROL Side Slopes 2 : l or flat ter STRUCTURES. 2. REPAIR OF ALL STRUCTURES DAMAGED DURING RAINSTORMS. 3. REMOVE ALL MATERIAL COLLECTED IN SILT FENCES, AS REQUIRED. Cut or fill Slope 4. REPLACE STAKED HAYBALES WHICH HAVE BECOME DECOMPOSED OR OVERTOPPED Ptah vlEw WITH SILT AND DEBRIS. 5. ALL SILT AND DEBRIS COLLECTED IN EROSION CONTROL STRUCTURES SHALL BE DISPOSED OF IN A SUITABLE LANDFILL OR OTHER LOCATION APPROVED BY THE TOWN OF SOUTH WINDSOR. MAINTENANCE OF PERMANENT EROSION CONTROL STRUCTURES 1. ALL CATCH BASINS SUMPS SHALL BE CLEANED ON A YEARLY BASIS. 2. THE RETENTION BASIN DIKE AND.STORAGE AREA SHALL BE MOWED TWICE Or I RER$SY CERTIFY THAT THE LOCATION O YEARLY. 3. THE RETENTION BASIN LOW LEVEL OUTLET SHALL BE INSPECTED ON A MONTHLY THE INLAND WETLANDS As SHOW! ON THIS MAP IS BASIS AND AFTER ALL MAJOR RAINSTORMS. SUBSTANTIALLY CORRECT. 4. ALL RIPRAPED AREAS SHALL BE INSPECTED ON A MONTHLY BASIS AND AFTER W. ALL MAJOR RAINSTORMS 5. DEBRIS AND SILT SIIALL BE REMOVED FROM THE DETENTION BASIN OW AN AS LEWIS I LGBN NEEDED BASIS DETERMINED DURING THE MONTHLY INSPECTIONS. SOIL SCIENTIST _. 101 WENONAH ROAD LONGMEADOW, MA 01106 i S trench 1. Excavate a trench 4" deep and the b width of a straw width of ba a bale. t © 1 packed traw bale wire stake finding jj11 or wine 1#,;E 2. Place and stake straw bales, two stakes per bale. straw-----*' 3.•Wedge loose straw compacted 4. Backfill and plan 1,,►� '4' between bales to backf i l l compact the create a continuous excavated soil barrier. as shown on the '►Y'l`,),t uphill side of ''"• t. the barrier to prevent piping. f o I LA # JId, , PLAN I M OTTO MOF # OR,rdl 4 GE- C WAY `^ Elevation: Points A - t should be higher than Points B. NAY BALES _ CONSTRUCTION AND PLACEMENT \ X ~aZ"s.56 STAKES o� \` FLARED EAA0 u R.C.P STORM D,P,41A/ �+ II i--I RIP RAP O `; ( 1U BE -7 ,,1f. I 4 .A•%4Y 6.44E • o oe ®�t-1 f _:5,o-1 7' // ACA1e LSD D ED /iv a5 7'J'/P/C.41- ±-rOoQM OA2AIAl 0v7-Z_ET e2�E 4 L ZOET`,EA/770" BRS//VI SEDIMENT CONTROL - tt Long rnonins sediment control systems should Z bate "vLors" to prerant . Vsediment from runaiag ` paxallel with the•sy$tan. Itq $ Spacing, as required. Silt fence sub acted to beavy loads can ba retafortad with farm feaca and or snow t. fence. Swsic.� 7o p,� P/L'OV/CyEO B,ENinrO THE CcJipB 'rO CEP s/1_7- 0,F7,c THE :57,eeET A-10 our- or- 7 �E L7.QiA/n1.4C>E SYSTEM. i-/.4f' BA,-47:r -rO Gj_dr ,r-,,Cov1oE4D .45 .ecgw.e&o. 6WAZ.E TO f!E F/[-tEls A^/o Cs24,0E0 u/,-4^1 GOn/ rk?cJGr/On/ AGr/v/TY I:5 GOMPLeTEO ON E4C-AV 4.0r. G:JS RASIN Z.rins on slaving ro"e should not be ringed- sales or silt fetes should be placed in a coafiguration to cootaia flora vithout 'end runs-" Conesiea.ents shoutt be up slops of begin. 1. 1.. Set posts and 2. Staple the Posts ', excavate a 6"x6" Wire' --•--) wire mesh ' trench, set post fencing fencing to Angle 100 downslope. I't end post. upslope for stability and self ClCdning. r 5,111_sis III �tll� 1LI 12' min. depth=tlltty►' I,„1 Hlily filter ---y-+,,; I 3. Attach �f i l ter fabricjacted ckf i 11 the Fabric }I� ` to the wire fencingench and �ql 'l and extend it tompact thethe trench. cavated soil. Coiia °IOW III • � - Bottom of , Drainageway t 1 P_jn t- ELEVATION Points 'A" should be higher F ( than point 'B' . " LAN V I I W SILT FENCE _ CONSTRUCTION AND PLACEMENT , EP CONSTRUCTION ENTRANCE �1 CONSTRUCTION ENTRANCE 2x4 wooden stakes driven min: of 12 inches into ' the ground � Filter fabric �'%� Wooden lateral V� - tucked •''= cross braces 6-12 In. , s.� as needed " `••f'' - .. `'>+ into .�'! : h' '4!G .-•. • *.,� grade ` Flow C + �{ oj,,,f Flow Catch Basin• t 1 I `} 1, t) - , ►�- -_, ,; ;q Y A4009, WITH H 0 2`+x2"X3 Silt Fence Installation at Tr,v 5 s;wc Catch Basins Hay Bale Installation at Catch Basins EROSION CONTROL AT CATCH BASINS JOSEPH MERRITT & CO. •