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Home My WebLink AboutForest Village Open Space Subdivision Pl �. ''.1 ` •••� ' • ` Mr. Alexander Gorski ° _ /"own- Q-l-s 7'OUL11 U/GI2CLB�L y ` P /I11112 07-s•OlLZIZ U &LCl6ot r run a��uzct�r u�zd�oti > C 1540 SULLIVAN AVENUE • SOUTH WINOSOR,CONN.06074 _ s 1052 Main Street �t� t t `iu. 1540 SULLIVAN-AVENUE • SOUTH WJNOSOR.CONN.06074 t �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR,CONN.06074 - - a - • _ 1 - - - - oyo,,,oMT AREA CODE 203/644•2511 -1 - �osor,�o= AREA CODE 203/644.2511 '"°yq,ror� - AREA CODE 203/644-2511 Newington, CT Qb111 _ f'; /{ 11�� Letter of Permit Application Na. 31b 1 April 8, 1985 May lb. 1985 -2- ' - .• May 16. 1985 Page 2. Mr. Kiran Majmudar -' " Inc. ptance is based upon the applicant c Kiran Engineers, Also the acce oming back for �.. further approval if the plan is At all altered by Planning and Mr. Alexander Gorski 173 Elm Street Zoning, which would alter the sewers. 1052 Mafn Street Enfield, Connecticut 06002 f Newington, CT Qbi11 7. There will be nn construction from 25 feat to 50 feet from Dear Mr. Majmudar: Very.truly yours, CERTIFIED MAIL adjoining steep Sanks. At a regular meeting of-the Water Pollution Control Authority RB: _Application No;-_315Q 8. Trees are to be planted in open space which is to bo deeded �p� \held on April 2, 1985, the Authority voted to accept the newer to the coin._ Joseph ( arsn0, Chairman Dear Mr. Gorski: plan of Forest Village - A, & G. Builders - Open Space Sub- TOWN OF SOUTH WINDSOR division - Map dated February, 1985 - Shasta 1 through 13, At the May 13, 1985 westing, the South Windsor Inland Wetlands Ageilcyr Bubjeet to the following recalmnendations of Richard P_ Markel, Water Pollution Control Authority Very truly yours, approved with conditions Application No. 315 far property located East of Town Engineer, in his memorandum of April 1. 19B5: JJC:pm Main Street and West of Ident Raad on Strong Road, for the purpose of Gfi l- 1. Sanitary MH #20 could be placed further south constructing an A-40 Zons open apace subdivision: 42 lots, 3,000 ft, roadway, ✓``�� Peter irector of planning CC, Mr. Robert Gilligan, Planning zoning sanitary sew at Stron Road craesin Bancroft Brook. Trees to be lasted in o n Moran, Jr., Chplrmsn L on f Lan a�IJT � 9 . g 9 er 8 8 P *� - -•- - - �-�� -�i"1 � Mr, Thomas P. D'Auria Building inspector Inland Wetlands Agency t2 p 9 open space to be deeded to lava. +� /+ _ t�l l - 2. A manholebe placed on Bancroft Lane such that ' - :,•• . - -- it connects wikh khe 8 Zine coming from Lot #42. Mr. Richard P. Martel, Town Engineer The permit is based on the plans entitled "Forest Village prepared for „ Town of South Windsor Builders, 1052 Hain Street, Newington, by consulting engineers of Xirsa JN:1'TC 3. A plan and profile be given showing the B" line CC: Rfran Eagfneers, Inc• ~3 ) N JF 1 extending to Lot #42. Engineers, 'Enfield, Ct. Such plans are dated February 1985, no revisions, sheets A L A. $. Davies, Deputy Town Engineer 40 1 M 1 C N . 1 thru 7 of7 sheets. RoTenn�e AME�jCA,T�� [ N�F N StENKiEW� 1 4. That all sanitary sewer right-of-ways be in the The followin conditions must be adhered to for this Jacqueline J. Smith.'Tawn Clerk _ VJdo-sTER ' MARY C• R� N (�. N�F 1 favor of the Town of South Windsor. 8 permit to be valid: p� Richard J.'Sartor, Town Manager 5'. � 1. Construction attivitiea shall be subject to the approval of the EP.Rc$. `� WASNBu NP.RQ15 5 �wr�\►. t�^+cEL 5. That the sanitary sewer line _across Lots #7 and Town Engineer. Richard Ryan, Deputy N�yor ` SH�A $�[�US.- LOSx�� #Elbe extended along the northerly side of Lot Robert F. Gilligan, Chairmen PZC #42 and end at a manhole in Zdent Road with stubs 2. The application shall indemni#y sad bald harmless the Town of �*�47 W/� South Windsor a ainat an liabilit which mi ht result Etom the Thomas D Auria. Building Official ` ` north and south. 8 y y 8 Peter DeMell>e, Director of Planning Y.-��/-•p �- proposed operation or use. K�S H E�> 1 V 1+ 3. Th permit is valid Eor one year and shall ezpira May 13, 198b, %ewnneth $rfll, Chairman EDC 1 8 (Over) if not initiated and completed within'ane year from the data of E approval. -�! \Z 4. Access to open spaces must be from between Lots 17 and 18, in addition to between Lots 38 and 39, as ad usted. E : - r` ':.�..-. �_��►�tJ CRo�T-••�g -rL �ST� 1 ' r 5. A drop manhole was requestedfor a detention basin, i FW F 1 6. Lots No. 1 Chru 15 vill be limited to site prepara[iaa far bogies. FLORENCE } i i. ` 'VJINTo►`s 1 3g 37 36 , ,' SHA►1-8E 10-MROGER �4 2G► 1 FI. N ( [�j l� Anthon A. Denarfia £s •-2- 6/10/85 Anthon A. nenorfia, Es -3- 6/10/85 Anthony A. Denarfia, Esq. -4•- 6/10/85O -o n �SOU /L Y 9 Y q 1540 SULLFVAN AVENUE: SOUTH WINOSOR.CONN.060T4oaaAREA CODE 203/644.2511-l ` inished r din and other site work is 16. Prior to commencement of site work, a taeetin :must be held withLL I � � the Town Engineer and Building Official, for the pur¢ose of 5. I€, for any ,reason, f grading g g - '' a + H. �� `� WAt-TER Pt. 71_?D501s A" June 1 1985 is n accordance with the ff. l;EO KI 0, certifying that all constructioni not completed, the Town Engineer shall determine the amount a£ Town Staff. ' • �;•: ,•-•• • �:; ;. � � approved plan in all respects. - a cash bond to ensure final grading and site work. This cash C .O "r `�-� __ KASk-1 ETA bond must be submitted prior to issuance o£ a Certificake of Black and white transparent mylars of Sheets 1,..S, 6.and 7, modified as 22 � B. The open space access strips will be located between Lots Ilb j Occupancy. above; together with three paper prints, shall be submitted to this Anthony A. Denorfia, Esq. Commission to be si ned and stow ed. The letters af.a royal of this:. si I :• , /' and #17: 120 and 121; and 121 and 122. c g P PP {, f 27 Meriden Avenue 6. All lots must be connected to the Town of South Windsor sanitary Commission the Inland Wetlands A enc and Conservation Commission Y 9 Y r P P. Bnx 597 • '� `ALLEN M .. - �, The ke ma shall contain a second class "D" certification; sewer s stem and are subject to the approval of the Water Pollution must be reproduced an the mylars. After signing, the mylars`tiri11 be'- �'.Lil _ ! - .- Southington, Ct. 064B9 Y P Y ! .- 9 ' the-wetlands and flood zones should he shown; Control Authorit filed in the Town Clerks Office. The mylars must be filed wsthiri. BENi�lE -D E EDEn Tb -row N / Y s., / �"-^-� i khe sanitary flow on Bancroft Drive and across Lats 17, 8 and 90 days £ram the date of approval.(by September 2, 1985). i. '1•. ''y •� } SO UTy-� w{N�SOf ' �; Dear Six: 40 should be shaven; 7. Water shall be supplied to this subdivision by Connecticut Water 21I' J•� " ACR ' ^` I he oral acres a of o en s ace should be indicated; _ Com an Yours very truly, i _ N/F I "IF N�F Re: App. 11055 - Alexander Gorski t t 9 P P P Y •� C] I " the names of the abutters'north of Strong Road must be shown; BNOCRoFT $ ��. in shall be installed at intersections and on the PLANNING 6 ZONING COMMZSSI N ? ,� f .• , ., ..:- .'�,�F - . -- � � ��}{ �fd �} the sheet flow run-off must be shown; B, Street lighting ,Q W :• - ("' r SC)5� Please be advised that the Planning s Zoning Commission voted to _ in accordance with the olio established b the I �' ` �.� N � open space computations must be shown; cul de-•sacs p • �. - - Kfa•THY�S.APPE 25 - ! ' approve the above application for an Open Space Resubdivision in ) f~�W SAGZkW _T I490 J E the title block should indicate this is an Open Space A-40 Town Manager (see attached letter). / .I an 'A-40 2pne, consisting of 40 lots, located on the south side of subdivision; v4 BY d er how n 1 ns ere erred Kir n En i n / /. Strong Road, s s n a ¢ a p p by a g neexing, I c r lots should indicate two £rout and two side ards; 9. Street llamas and locations of fire h drants are subject to the end. bavi3 H. Sorenson, Actin "Chasrma: �:-- •_,, t 1�• dated February 1985. corns Y Y 9 plot plan shall note that all corn are to have iron approval of the Fire Marshal of the Town of South Windsor. the <•� pins; Street names and supporting posts shall be installed by the =i d d 1: The 1 s shall be mo af>e as follows: - hould be shown on sheet 3; in conformance with the standards of the Town of South CC:. R. Martel., Town Enginecx - ,.,% - ,,.,::. - � �_- ( j , the drainage easement across Lot 119 s developer �1 ,�.- N�F NSF A. Lots'I1 through and including 115 wilk remain numbered as is. side yard on Lot 118 shall end at the drainage easement; Windsor at no expense to the Town. T. D'Auria, Building Official f .'• the typical roadway cross section should be revised to meet +a P. DeMallie, Planning :Director The remainin lots will be xenumbered as follows: . ., EN I 9 Town standards on Sheet 113; 10. Prior to the building of any structure on a lot, a topographic E.. Belleville, Assessor eNP�DT. RICHARV P, v/Pt1�R ma drawn to a scale aE 1" = 40', shall be submitted for each. W. Lanning, Fire Marshal Current New Current New Current New a typical open space access plan should be added to the plans p, i T �--" howin ro peed contours and elevations. Wate Pollution Control Authority /�� LA 1 - Number Number Number Number -Number Number indicating a stonedust path and split rail fence. lot in the subdivision, s g p p LEoNf�R� TkpAh w L�R� 11 18 17 41 25 22 33 No building permits will be issued until the proposed contours Inland Wetlands/Conservation Commission, " -----r- try- p. A landsca a plan for the detention basin must be submitted. and floor elevations have been approved by the Town Engineer. Kiran Engineering, Inc. ! N/F Y r J 19 18 31 26 24 34 p A Y- } Gorski BAW CRc � T140NAAS - `r aT E. Strong Road must be upgra ed,in 11• A bond in the amount of S215,000 shall be submitted to khis r� 1 cr-w� � r�t'� 20 19 3Z 27 26 35 dad and widen accordance with � 1 OC r` f GYv�rA1�+'' ` _+� ra 5 �`1�- 39 20 33 28 27 36 Town specifications, alpn the entire fronts a of the ro art ¢rovements i''. BR K' SUNDE�.I-AtJD MNNA 9 9 P P Y Commission to ensure completion of all subdivision im 1 Mp.1 !�- 37 21 34 29: .'. 28 37 r �1 in Phase 1. The Commission voted to accept a Letter of Credit, 36 22 23 30 30 3B F. A row of Eastern White Pines, 15' on center, must be planted in lieu of a surety bond, for a one year term. Said Letter of ; 35 23 1 9 to the rear of Lots Il through 14, which abut an industrially Credit must.be renewed on a yearly basis until completion of 90 24 21 32 42 90 zoned parcel. f the.development. Tf anew Letter of Credit has not been received ;' I ,-� � �� Lot 138 is eliminated and the area of that lot will be within 30 days before the expirakion date, the Commission may, - 1 ifications shall be installeda _� L er of Credit it is holdin _ '•. . :'."�- �". .'' � .� rtioned among the lots.on'the south 'side of the-proposed 2. Concrete sidewalks, built to Town spec at its option, call the ett g �- Gorski Drive. on both sides of the interior streets, including the area in front II „r of open space land, and also on the south side of Strong Road adja- 12. A drainage assessmenk fee in the amount of S1,150 shall be submitted `;,, +' i' I I r �.'' Lot 117 will be moved ko the south and combined Lot cent to Lots 126 and 139, to this Commission. _ l ...," 116, and the combined area will became Lot 116. 1 '~ 3. Deeds for the open space, roadways, and for Strong Road from the 13. A liability insurance policy shall be submitted to this Commission t i f�" �'" r All lots are hereinafter referred to by their new number. centerline 25" south, must be submitted to this Commission prior naming the Town of South Windsor as an insuxed with a Combined } :;,5 E to filing said plans. They must be approved by the Engineexing single limit for bodily injury and/or pxoperty damage in the Building permits will be issued initially for Phase I, can- Depaxtment and Town Attoxney, and be in accordance with the policy amount of 51,000,000. sisting of 23 lots numbered Lot 10 through and including fox accepking deeds (attached). The deeds will be held. in escrow M'Atill r-T/'` Lot 32. The plans should .be modified to indicate the phasing. until completion of the subdivision, and'then referred to the Town 14. No building permits will be issued until all conditions Council for acce tance. a royal have been tom lied wikh and the final ens have been { , p PP P p� �-•-� S -�� SAN TAzY• No building permits or certificates of occupancy will be filed in the Office o£ the Town Clerk. t "`•r issued for subsequent phases until all site improvements in q, Drainage far the subdivision is subject to the approval of the Tow» . %'io Phase I have been completed and inspected by this Commission, Engineer, 15. This approval is subject to the conditions of approval of the rr .• Inland Wetlands Agency and Conservation Commission. 1"' _ = D --t. URA1 NAGS or WETLANDS LIMITS lip /JJr{\� ScaL�. : 1 = 200 - - - _ - - Ioo YR FLoo D L1N�. UII�Y:L S -•,• - - (-7;* 7 run oP S•out.�._ 1540 SULLIVAN AVENUE SOUTH WINDSOR.CONN.06074_ - S 1 Y _ AREA CODE 203/644.25U - - - a -E SAC U D l IC N LOT COMPUTP.T o • May 21, 1985 GROSS P,R.EA �-�--3 2� ACRE-S ALLowAeLE LOTS ['+3.�G - 4-.32�, .x 1+3.S�oo - 2- 0 /00 Mr. Alexander Gorski a 1052 Mafn Street Lo" t-• T�dpO�J�.D 4 o -7 Newington, CT 06111 oPE1�! 5} AcE. Co MP U TAT t o rJ N ERAC-�E LoT ARF_A - 27; I o 2.'�� S•F. CERTIFIED MAIL - • - - RE: Forest Village •- Applfeation Ho. 315 _ RED v cTl o N - 12,Z°17. �0 5.F.. Dear Nr, Gorski: • O � _ �..,� PL? At the May 20,'1985 meeting, the South Nindsor Conservation Commission TPAC�E R.ED U CTl o tJ 7� lo. � 1 - C approved your conservation plan pertaining to Forest Village, Applfcakion No, 315 W oPE" SpR�E P-SjM 1D V5.3© A S with the following conditions: 1. A 510,000. cash bond was requested.; . oPE►J sp�cE.'PRDv 1DED= 13.3! Ac•RES - { -:: •,, • 1 Q / 2. Engineering approval of specificatfans for leeching catch basin (�- - pETEN'rto h1 POt 1T� , ( 8 / t�-�-GS will ho necessary. _ - GRoSS oPElJ 5 'PtCE - RoV 1 D F-. 3.°� AC. E S Very truly dc-.nservacion rCha 1zo.�E Commission 1 i JM:ltt Zp co cc: Mr. �C Majmudar Pe { �j J� � Deputy Town Engineer 1 Q G. A STREET' A-40 L7RAti L` Jacqueline J."Smith, Town Clerk JacV NTO iV - Robert F. Gilligan, Town Planning and 2aning Commisaios rer • r. - O R SET k EN 1 t�1 I RAt.! G E�.R • S�'EE^'S - s J. GA T r.! t' , •, -�.,� t T S U _ L SA►v 1�! TR + S S . I COMPILED FROM.: DTHER MAPSe DEED DIMENSIONS AND <� �� °s r E raF1 E C CTi u HIS A+fAP S TI { Y e R SQURC�'S Qf INFORMATION NOT' :Tt7 BE CONSTRUED , AS AN R ? OTHER.' _ I � �` •t � 1 - , + .i _A . WR �--� EST \/ I � . ACCURATE Sl:/RVE.Y, ,AIVO StIB„/ECT T4 FINAL -AHANGE._S,. : AS E v . . rJ _ : LA rt,�•� i T P RVEY MAY DISC ,.OSE. .. .. • x , S A E : : 0 - MoNUMh1T CoolR�D�NA _. 24P p It 26 "W--�• M.S. 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ALL CONSTRUCTION SHALL SE It�l ACCO}zD,�Nei W ITI-t TYPICAL. adz :.uslE„ 11 f,I 2±Orr Nt�TE: P.L_L WooD To"$E TlzEA,-FEQ i�XT1✓RIoR �` TOWt,-I o� SOUTH W( NDso� R U 12E1�F-NTS. MAX.PAYM. I I i3eLLows w/PRECAST uoe Ci�U/�L}TY W C3CaD . 1 . I-I M IT Foz. I �� o ` t (o NO U SU A ,. EXCAVATION °D ° 61w TYPICP.L STUB FaR ° o ,°d \ PLAN : V� S S RF C� Sot L 2N INv.EsT1GATIoNS HNC F- BEEi�} 1 F U�-L►RE Co 1J N ECTI d I`! A' o n „ I MA-DE. ' THER�FaR '14E `DE.SI aN o I= SAN ITAFz STORM J -7 I 6f= SPLIT P\1L FE-NiCE S EWERS AN'D RcaADWAyS AID 'S VBSE.CT To CHANGE PLUG-� SCALE EXISTING olz TO SUIT FIE caNC� ITioNS, �'. ; -- SEE�E-17�1r_ /�C3oV I~ PRs�posE� GRAD I Zr p" V AR I AS L� 1}`I SANpY S a I �n�� ///\�� SELav�/ of ARP `( �AMp 7o ALL SAN 1TARY MAN I-+nLE s"PALL SE cc�N sTrzu cT oT� MIN op N ,� , �iNISHID RoA�WA ODE �.-� MINI I Y ALL ALTF_{zN.ATE CS lS - I f 4 vJA SG o {C�"pR�CAST �nIAT�R�UTAMETEK • 1 SNl LL FE LEACI-IlNC� . CFS; r� r I� r?'�.��;�� - -- ~` ��„yyl ` I p�R cc�tvtJ wA-►� - co), 8 STING ROAD COt�iSTIZUC`T`loi�I �ENc.H SHALL BE WITH 2"MIN CIA l�oI.ES IN - = � ¢ _J�� a� �II vim: pro. }_ 1l �. �,,`Ilr�d ;� BACk--�1LLEU W IT�-1 SU ITABLEJ D IN ; f I _. , , � c�.A, N �,W� At LL'S t D I!5 S oTTO M A� i �' 0 CoM 1�ACTED �/1 A-T ER i A I_ AI,}D C-U T 1Z0 N-0W�/ W y pATCt•-t F 1rFTC1Zv51�EDSTONE ALL Brr , 1_a►r u I CLASS"per - Sir 3_On rt .= PER TbV\JN dF' SOUTH WtNDSC�� REQU4R E A Ro u t-a-D TO A, LEVEL a F-?bP� g EM NTS 5U IT r A8 I L I Ty D F' 8 A C.KF 1 LL.I N G MATEIZ!AL Sr4AL.L B E'CE=i f�N1 i t`1 MIN, PIPE = 8rr or- P pE; Z"DIA HOLES r sl_4,►r CONCRETE W, 4 + Z Mitt t BY THE FN G iNEF.�., M(N. SL0?E = . oo+ 10 C•C . ALL ARaVt� D'�TA I L. V. ALL U71 LiT�Es ExcP,vATtotQ Acl=�ILL S P.u.� BE cL � F Ro HT S 1 D N o scALI* rREE UIzAI N I t�C-� CoMPAGT�D. M -fE�!A.L; SU t TF 1,t_i' �r.1r.1 WP�`T -TZ- CO. R�4u Ij•F-NAENT 5 aF BAC•KR LL MA��TE'R1AL SHALL BE vETEizMt tLI�D �3y • - .� sr Ta 1�lCTPrTE. THE ENG I NEE' • TYPE G C A•T C H MoRTA - MAN HOLE_ FRAME � COVES J r _ l to MD C V RT.ICA:L ANU H0E-IZ�NTAL DATUM ; TYPE " CL` CATC.H B'AS N w/o cu RB, so' 21 GHT dF wA l3S Ems. _ Y AND "DEPRESSED GPk7r- . - A�SU ST To RF Q U t RED �. • GRADE WITH TYV o 6�� 4! a'r n? ! I. ALL DWE1..4,.INGS SHALL T3E PROV 1UEID W I TI 1 FOOTi tz1G GoURSES of 13R1c_t< oR �r I-Lot �� I� MAsot lR1/ 7YP rr 5o�-O RIGHT of wAY SIR �yl� fit, I UNDEIZ•DIZAINS ; ALL UNDER.DS�A.INS SHALL BE Cot JMEC-T�D p,�}-i `� -o Gu 2g i�2 tl+ . a a a a To sTz�fZM T't PES S-[Ep5 PONE fq-Tbp TtzAFF-I C smp SIGNS ANTS 'SMP-EE-T LIG4TS- REQrD P-jZ'SoI L. 8R1 cl< MAsoNRy W r}i7ToP5�ll. 5"CotJCRETE � SF-SD 70WO OF SOUTH WI N'DSUr- RE�U IREMENTS. � Z Z5�0'� 2.Sr-G�tl !t) 4$ ser-v SIOP-WALK. s o R CLASS A cow + _ •• . ; ; + t ... . � a11P�� SFD STbtsE tj w WILL 115E A5 MANDATE• 13Y PA -78-G44. + - rI_o11 a . 8, 12r REStD�TI/�L j 3�O 3 ; �, „ 12 RESIVENTIAL 'TYF' ( C /� �J710 • 6 to tJ AsO�/t= AL I DEWALK s�c N LAND CAPI.N'C� N o 5T S N o S a if WATER O A �uND C��' t a IZ'IMtN, CALF } - ,1 STOP it ,��, -t 1 E I 1 MI N 7'�/O Z� ZZ I N CH` M I,N D t-AN1ETE� 1. 8 MIt�lIMUM 1! --� MIrr1. 5 Go C 51DEWAI.K patt�T QF APPLICATION t2.Mlr\l I v�ASH CEASTE2N WH-►TE. DINE 5�."SI`` AL. "PL�q, CLAASS A Cot.! CRETE FS 1/ tt t BIT or C�4zP.vE $iT, „ n SI EwALK rZr� of EACH Ht�USE. t SR) CK. . MRSos\1R1/ I INVERT LI- /t /cuRB CURB. t/2 /t I/�/ I I s�o ►► �r 6"Mt N J� pro: S ExrST. 3 $R!Cl�. ' M:AS' tJR1/ �;; �IrMItJ Q�"° o " i Gnu SI=E ICP.L, RUAG N DETPstL, R LUA o s`i"U 8 sT PPE Z. TYP WAY ST10 ; R GLASS A i - R "� P , BRICK MASoNF2 Cott CRATE MASco#.1R SEED +1 8PROCESS FIERTI L.IZf=P- ANC SE T�I PJG Rev IRw � Y�/iTi-�:II�.J R.o.Vt/. t ' C o h.l CRETE. Y t3 p RocE55E'D �. Ir.1�lagT INVERT sTcrs E IIrBITtlMIt�lOUS CoNG 5T taE �"YRoCE.'SSE7J STONE BETE 1, o ZI y \ TRA.PRoc141aASE(connPAcT�D� U_A5S a 5URi`AcE COQP-se rr - �o - 7 ti (Carv�PAcTED) c} TaPsoiL. SEED- t-I-rr•TCPSo1 L - CoIIMIN, PRc�CES5E7� r '• c f; "BIT GRAvEL 5u8BAsE 'ov>EI2 2,cEst-tur✓�►n+o�,s catvCRETE ......... f { 15R { n /� C * � Q PREPARED SUSC�RA�E CLASS 1 BttVDER couRSE _ caNC. -' t I C K OF?,, C o 0C F-7- a : M/"'�Jo IV Ti n f 'L,V a E. , GRASS STRIP RESER�/ L �Carn�AG i-�p CCoMPAC'T ED� �2 NDizA►.tTS� Poa_ES� ETC. i� a T� +TUM:I NOUS CURS , i TYPICAL- ROADWAY S ECTI o t� N o SCALE :I ! `TEMPoRA Rom( SHEATH I nIG,I� N o S CALF USED SHALL 8E V Er-T It�l PLACE 5F-LC)W T14a LINE ' L_EGE�Jp P `r -,�i • OF NARRov�! TRENCI-� LIN�IT r a Xsoo -� I- . PST' 00 COST TQTME oW N EI=2, -" r II 11-�-0 / ��-- EX ! STIN_�---s?oT' GRADE./CoN`TouR; " Ir ( } N M I �•T� C `_.- ! -7-� NES P,�arzApET � (� 1 rl t U I. �1� `S/7ZZ, 1 CM �_ 0IAM 1 �-V2 /�� VVrRI 1 � P{ r-I-r�Ott Llr �,�� o WA P 8 5ro -y-� Tor / too pRopa sED sPaT G A.7DE/C0 NJ7F0uR S}-�A L_L_ l j�LA N Tom- ON E/�C BANK .O F FaROQ� AT ;1 MA,X PAYMENT L1M IT c MPACTEi7 FILL PA .P�.T o r LL SPoN ITPrizy SCWE� (CU LVER-0 cRoss I N G AT 714F- aP-00 ' u CPRop) I Zr SAN /Vt.N. SAN ITAR1( MAN H OLE f LINEoF r „ *�+@�c�ac r 2. FoUtz (�}} ZfZ INCH" MIr�! DIP%M�?EfZASTEIZN rTF S ELECT M ATER1 AL 3-O MP�C. , q ii 3 Mp.)C, #y-@ 12 GTD C ❑ G6: CATCt-( BASIN �. • ! N Avow Tom►..►c� L I M�T- I THoRouGHL( compAlcl-E -- -o �. Cyr �) PINES` SHALL BE FLANTEi7 AT EACH COF- THM -F RFC (MAX. PAYMENT' LIMIT. -- 1, I't I$` „ o }zoo F' MIN) v�/ PR4PoSEI? �/ i l Z s Ir i I%Zcov e �K --aEcK@ag � �SIZ� t-4`/DRANT. ��O P R�Af�WA� Tb T1�E F-"TEA N CES NM PRE C SED T-F THF- TP-emc- I ExcAvi�•TIaN CE�D a,;,fo, n a ; S - tr; r'w . a CP�P.} T - 1E`{`- EUGtE of �XISTIN� RoAt7 opso SPACE. Hl �-I S u. allo r r r. ao • . 6 CLC ►3ITUMINoUS LI P CURS q t rr # ,I a "C"HIE �}-a WI'�T14) `4E EXCESS L �r � #rp@8 I- 4@� 1 TAIIvtIv� _.. IZ Iz tr �r CTV C Y./ALL �� . : E,©:P ET]CGE PF PAVEMENT 3. STv►J DUST ,/,4L�W/��( 4V C��E, E_XCAVA'TEZ7 MATERIAL 4 UP TO THE. I 12 It Q S 12 rr covey C To, c CP1P) .o - - t; .N"ARR OW 7 -F-I,J CH LI N�1T To E>E y MItJ p ¢�� Mt r #4 @ I2 #�@ 181,r 1 rr R W_ R1 Gi-I T Op WA� F-I LLED" V`/ITH CRUSHED STONE oR ��:�r, �!P °% C T� C c c r Gr�A�NUU4,?-+• Ex � B. L. SU1LDi 1�1G L}NE =I CL/ASS *�Sir Co N C-RE'T a Ns L 4 RE cTE'C� l a r• r t rr S ANL7Y FILL E_R' f'- r B Y TH E. EIJ G I N EIl� AT TN E V /�'0,� � ,moo CoNTR�aCTC�RS EkPf�i sE. 2 • m. LEG E - - AAAX M .. PAS( ANT N o LED.G E. o R u.Nx CAvA"T�D L-I M I �" a • ,••- . . � rr I Z'r �o'Iclzv5HE7� . MATERIAL SHALL PROSEc-j- - sTo,� r� 4-@►2rrcTo c - EL. 3o.a� 2 S i f�ID T'i--I t S L I t`I ice.:` - _.. _ . . z' 8EUD1 NG ►vMATERI/A�- `TQENcH w17��C1-4 •��+ 2r or, 1 • - _ --- CUOtEP-T. 1 o52 MAC N s ZEE i fA I N'. 7QEN C H'W I DT1-1 = 4". #r} (2 Pzcs)*��}- r r } D R'.6 11 N I �" Fo 0-11 N1 C- �t.5 x�.o 0 �� GTO ' S w - • ANSTORM � � C o SEWER PI PE SE�CT1 ot� _ -, • eJ o s�ALE � cTLaN I -� T ` / � --r- v I V v T TARY- ST R U cTU;PIS-IS C o-0 t iEC.T I CUT` EN�I E L� � i ` CON C Co 1 I �� 2ETE SHALL HAv� MP sTRsS fc� 300o P5= ` zr R AC �L SH•ALL. 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M 1�1 o v�R . / . ,, i : :0 3 - ___-- ` Q S1�ALL• $1 IN vRy- CoN-C 1J-ndNS) �PUMQE� Wq-T' R� . '� r. / ,i a ►STI N C� 1 F M "t"ED AREAS aE'. TUi SCl-� R. ED', �� C>rI I_v� T' c o rJ _ j 11 FSzQ aXCA\,/P� T� A 3Ca / © - �� .yt . D REQ 'ENS T 1 38 �>z t+5-zo ° 4 . `, G FY MI"fE cTlat�! H1�A�•ArLY R4F'RAPPEID 5 CUStC Y/��U MIN. 0U. a USI N Rtr-1 5� I LoApIING (TYP� - , L I '' L, O �G' l7 t�S.� '� /' `1 a Q` \ 5/ pjc�+CAST GpNC vEL �.-1 C� T F oM S oU TOt�'S SROOK Ai�IC� -, : � � , i 4 K ,+. - A�TEp G RA _ Lo CAT�D S F T G(� pRoPE Dd TSC LD M13P,L'E CNECK DAM. • I F T $ PPRox IZ Nv � I I O Y l l E - gd -.� - - I-p CL• �. L I N r Q A '.::' / o.ao S'Ro 3. G'o � �. K ONES OK . :_; _ _ O 3. S1PHa CDNsTRucTioN AT SToUGHT BI- • .8 � co N ATE . N . e o . ot3TAIN. READ ` , r tNCASEMEN-T ,o h1 ACTc� T 1 _ 8E I N -CRY C:o N�1 TI o N W ITN WATEiz "PU MEDiM . CONT I NA ' °: R t16 MEN S FRS 3.HT F'A4ZApEr' \ .lc . , �� E�CCP,VATIO iQ Td U►SC�-1 A GE TO CLEAtV (U tJ AM :. _ \ �' �' ^t. O LLO N DIZU M S PLACEI 0 N Z Cub i C YP vS)' . . r. ;, . N o So:W1N _SOR (A' �.� 4AYBALES �' . - R1?RAP, N i s.,. TVJ ' I - _ -' ;_ , s. (5uTm . s Eu•rE \ l"'O R SAt�t �,. - 1 ° oo ��L EL.3`7.Oo ��D DURING CU t`)STQLi CT`�O.T `; �F.. ,y . . V ,. �, �' _ �Q Sd' - 4, P.L-L A -SAS 15TL1RB d ma Ho ".: y L _. . :• _ - t 8� � . STa}zl� Td IzlCt.NL:: - £;;I II sA•N MN - 3 - ` :; -; t � ?Y , . : . `, _ o .. , �. D t" '. ANrTiN- T{-1E S l'PF={o t�1 S#-'�AI..L '�3E• o CON� i T[oN GI2.AUE A .> A,u G�1 1 W 1�• l?L s PPRoX 3 . o !`1 l Ca 9E ES Z M 1 N FAME �. ,, SA.N 3G.�8 T� T �' �. �3 -E7.T.+ I Z CON c. #Z EXIST IT.,C_O"c: C L t4 Co 1`1 C PATE ENCAS E7a :(` NMH r �o . r :� vERT, . c o L©: u L 8 �o L cA.SEMENT a..1 - >*L. 3�, a P t SE. ' A I O R1 dS 4 TS SF�P�L:L �E;P V "C ;_ .. ' uoAnwp.Y l �� aRAt�CT= �. N a Z71 M NTT P =:,. ., t 1 - r k' PE EKISTINC� 1 - �- o� - EL. 34-.82 • - - o t-15` P T.o6K I4N D N . E'-CaSI 14 . : .r. .4� .� 11`i; .S-r'2. U G HT� 'r r: ... . F -- - - st x� 1 fV .,,., . . , . - d.zz' -:�; f. _ vE CaN T�uc-(to •l �-, MlN. GSA L; 5 T y T3o oKS SLop S4RLL F3:E ALLOWED U'N'D1r : ,:' Y, r: .- - -�.._ MIN ' 4 _ C ! 4 o N _ S N C.-� ��'.. .i 'f: C uM • ,. 4 - u p. 1.�4 I 0 E)R>( CoNlD I T1ot�1S LE- r � „ 1�C TA , _ e o 5Cp• /Z 1--0 ;-. ; a, a S A L N oTE NV.. 3 G-4 Z "� r SSE STO CKPI LE A T� `�1 . - I r .lr lm_ INv %..So , , I �. F �nA . M T'ERIA 5 '+• .. a a CL.A caNc, . _ Rooms ► INS LL S uC_m� PIZI 0 "� -nEc 7. DETENTION BAS NA � CoNSTiz ' ,` - 1 p n DE NTlor`! BP�51 I Nv 35.00 r r se.A,L WITH (�° LEA e F-) k '�ZOA-DWAY COIQS7P-V GTi N. .. f T� At 5#-TALL 'I mac+ �, �+s t' P) . . z ' r sT6 . EX I S�= Co N C�ETE 8L0 C 1-S 4 Mo izTAf ` { r BE PLAN1110_ {. I2 An lM1. CoM.F�0.CD , I r �/ BASS FIELD �.S : , :. W1N6WA / "r NCI�TH EN,p �F E7�TEN510I�. G RA E L L . C REMou E . ' 8. BAg_ BEfZRIES}DEvILS WALkIt-►G 'S l's� �,4WT4,4ol P E 5H. . . ptpP�av�:L FzEc�'D. - pL.A NTU ptT apiErJ: s�A ..�N-(`IZA�ICE 5 (3 ?LACES�. , P-�"T�ININ t=x1 , �L� �, _ . _ II rt trey $rr i, a t, err p� v 30v02 rr I , II '� `� I P P 2 w ( ) - 2 -o oLdF$ r� _ D j� WA Iv�AT = `' Y - Csou�t • , L> STD C KP 1 f.._ �� . r a . jqe l . . P XtGLASS . . t �.S pia+ -u 4o I �� •: f t . _ , • . P�Pas D. - .-1 :-..:. �� TE-(-r im) STOCKF>I LE: of 'WAsT� MAT1<RIAL: {tN F-XCESS �s G�2Av EL B E ' C - 0T- Z Soo cU8lC: FtEIS� P.F'i �ovAh { I I I YARDS SHALL NaT Si~ AL_LoWED N l - o S 1 .. j FzEca.'T� N�T� m - i t I I i" 5Tn G-P i LED WASTE M AT�F-I AL S ORNG� ' . �I'DTt-1 of CULVERT i t . , . i 1 2. ANY }.� �I E L,� �tER1 F t �-rl►.► # 1 _ ! - •_•t s>-��,�� e o N Lois P�-1- .L Y , ` . - . Y (P�Pos En� U o tl So I L S t N�I EST i C�AT I o N i N�/ESTi GA T l v i�! C. I E ASI` o N LoT AV`/A F ?o M �i .. . , L,;,'' s;'. , o Tt t ___._ __- -- . P.N IMPIzav E� LOT , ANY DI,fzECT o :,i I-._-_ _ NE o THE ►`�Et�TH -oF, Co�AE� AS v>; - 1< TbP oI= I IN N �1?oM THE O CRUSHED STo I `,:. :1 T PR I L._ Sl..,aBo� CUL�/ER-T� THE StwVE� RouTING MAY y 1 Mpf4o\/a1] LoT, r,,;•3 ::.. O . :. • tl gE, HANG `R� PAss ovl=� TEE CUL�/E W1�-1 _ ;•" . . ALE: r - o tr.pl= `� 3 . ALL sT. OCKPMLED WASTE MATSRIAL STaRAG� 'PILE_ t ; y+ Co.I �� . r .. •, .: S ' . �I_I r APPRoPtz1f'+TE DES CGN CI-4,�NC�ES ��EP P!T - 50TTtOM 01= SLo#�ES SHPILL FEE .J RrJT`EcTED BY STAGED :" f -.�} (v ERT S-�-S` ->r l� CU L_V Ems" a N ST�o N G RaAp 5 i-lA l� - Tom + ��CT! o C-C, SECT ION E�-� a�r�A>`Es. ..", r GoNpU D tSfZ Tb AN SP.N 1TARY S1�W Efz SE L PIS+ _ _ scAL : r/z''- 1'-0�+ scP.LE: %Z'�!-o" No STock plLlNG aF WAsT� MATFF P, SHALL B�. 1N _ , _- .. Co N ST�-V CTI0Q AN1�y DP.M\r4 G S To CU LvEI`'- :. . ' LS s B� RE A► +� $Y Tl-tE _ W E_TLAN�S p,R�A oIz W CTH I► J so' o� W►<TLANUS 'S}+ijWl a r N G �/ L l-I AtJL P 1'z . : ,.. . . `.•. . i - t CON"T`'iZACTC)F- TO S"1ap ' o�GiNAL C1aNI�1T'Ia S. . G. T w N o F SOU-f`}-1 �N l NDSaQ vet I LL N c�T GE NT . ,. . ;.:_.:' sT,AB��s� N vEGT�-Tlo ' CoVR oN t�� sTUR�E� AREA UNTIL Ro V G H GRADING O N A LOT 1 S CO Ml�Lr--TED. ...:._ . (e SCgt"ZiFY SURFACE OF p.LL AREAS.Tc�BE TOP,50ILED AND PLACE A Mtt ifMUM ;aF 4!' of TOPSOIL�+olQ ALL :` ' . ., . �. T�RECoNSTRUCTION coNFE�ENCE WITH Tou.lN of SouTN : :. _ -EQ EN EP -t- I • . - p GI .. • AREAS Ta BE SEEDED, . LANN 1 tJ C7 NEE-1z. NCB D 5 U ik',E�D. • p NE P Q ( 0 0 o s FT.� V�1 I ND . :' •.,Y 4 2. APPLY LIPS p.T A RATE of TWO Tot LS F= G(OUNM LIMES"TO F- ACRE. Io LBS�Io � SO :.,;, _ 1 .. _ _ . .: - .:. •' ': 3. AEF FRS RING.SEEDING APPLY-.lO-to-1 o �FRRTI LIFER AT A RA •,.of 3t7t:> L$S. QEfa Ar-R.E (7 t_85/I000 SGi FT) AND ('- . . i x - .' WORK 1N'TO Soil,..SIX ToIGt1 T 1NEEKS.t-ATEh�AtPPL�/ AN'A�p1TtaNAL`.3cC LESS PER ACRE �� TKE S.U.RF�.GE... . �` ' 'BERM : B�Fof2.f=ALL SEEDINC-aa APPL`f"1b-.t o-i o FRTt L1 ZEE± AT A R+�z E a.F. boo L65 PEIz ACRE (1'-4- -85�1.00o s4 F�)AND _ . Yj : WORK INTO SOIL. - ! • i}; SMOOTH AND F{RM SEEABE'D APPLE( SEEDS UNIrORMLY AT THE RATE SPECIFIED Fo�?NE SEED TYPE AN'D COVE .:,. .. .,°. :_ • AN "OF - It loco SIFT. .,ti. . , 5 D_WITH NQT Mo TH SOLL. . .. IF 18 RCP / p ,p, /�� // S.JA41-CH IMM>=DlATE WITH HAY F EE`FRQ_M..VJESD� SEFbS.,AT A RATE of 3 GALES PE . INV 5Z,G0 RE A WI-1E FI Dt G. SEM,AAtyENT`5E1*DI NCGS� WHERE AN AREA W1t.L8E EXPOSED FOR Mp "ft I o NE �(E C��oFRE N G ,,1 _- - - - -- co PLET�. pEF�t000 sca Fr s�t�lraG 'DATES .. I _ �REAW ERS SML7MI SEED tNG MLX c= --,_-, _ ,•. _ 0 $S - PoNU S41'Tc�M InIV. I N tj 50.0 0.. . ALL LP�M�! AR�A.Sx0. tZF� IFEscvF TU �70% TZ L APR1:L 1 -- SUNS 15 - .. PPt.IES E• 8 W � �' �IZt#SAlJp ,, s.ITvcK.( B[_UEGtzA55 2 0 C '3. , �• :PEVEN NIAL-.R�7EGRAMS t O /o tTQ ++ $O o Au�:..14 -a CT t S -D E LS . Q S r. T/ 1 -� eoa ve �a oQ ° �� d t.• .... ._..., -'T`TzSN cl-•I ROAR CUTS ' FILLS __ .... Y-EtaTUCK TNLL FF-'S BO/o S�Z LBS AUCy 4�-SENT~3o - is _ '.. � .r,°lA" O!."�r.� �' - . yy :.-. R1 A3 E ]U I N Cam: STa t�1� V I vERs l a l.► ptTcH ES `At.�N�!Al: RY E Cs tzAs s 2 c% T�12Avv N' y;: . . . r1 av PR P , _VE.wy STEEP S"pe_s :_`:CROWN\1ml-r -1 .:. ._ GO% f/2 Lp>S APR1L 1 -TUNE IS' U ,:L� R CD ,�Df, 't '' �,� - I � �. ! oR &cam LUNGIE ° . s 3 Z a_a d P �.c. .- lNV c _ N� .MA:�N•TENa',J.Cet P' .P�1�aS -_''fe$ZFa tN i RYEGR . "4'a /o f%2 L35 AUG tzt- -sEPT 3a q • _ 1 Ca 2 / ,, ,A.I N STR -7 D.r�AW 4NCB ,.• ::..::. . P-t.ICHoI� �R� PO l.. 50.3o MttJ Ir `� ZPTlz S ARETZ, BE. RF-771I tED�THE SEt`D�MIX,�SNnULU BE paAPTED FAR sHAny OoNpt'Tti��15. . �+ �rsc sL s � CT1,-o N , i� �/1 NGTO 1�1:� C,C� N t� 13 a 1r 13 Y S CTD M1 S CA1-E-: t�` 20' I ioFZIZ 7.TEMPORARY( SEEDING': Ta. PRjoTECT THE Sa IL ov.Etz- THE W!13"CEFz .. RA loon Sc•z FT SEEPING D/aTES { KI�AN ENGINEERS ANC . • 1tt r v Iz'r SEEdtNG- M1kTURE TEI ) . ' . 1 - i t_ F~ EGRAss o R 1 I/z. I-$s nn�.c� s -ram w N E i s e 1�/1 L S AN I TAla`l( ST'R u c.T u _E!5 .. C oN , .. AntNll Y , AUG,15 TQ ocT' 1S r : L:� /�. AL RYEGRA.SS. L� ECT PEp_EN N I 1LIPi E C t). Kj LCuT .. . :~. u_ QC i .,:. :: .' : SCALE 1 - 20 oRl Z. su�,a ss .oR M LLE ... -1 aU _ . i-B_ ISTn T15 N GRP• I T _ t . . . :.. _ . . a . �• U To CT {S ` }}� _ .:• . N F- S OtZ Op.TS 3 _ h..1�. :WI Tt Y LSS. P. CG 15 0 T V 1. A . . . 1 - . ' , - R� /r�/86 . I - i - , . v - ,8' . E R :FE$ S . 'r. Sr AL ASS f�o. U 'T 1 .. T£ ,; - _ 1 { K. Q- „., - E 7 � 4 1-. _ + .. , _ - _ . .. .. ._ , . - - - __ .. - 1 - .. - - ,. : : --. .. •. - - ...•!. ,. ._,, , .. 1 1 "' .. t' _. I I j 1 MON. I � � � MOM FOUND I E I I FOUND 2 3.ra r7s}at�r r"S)n Y, ttt eYyti sr irri ,' c y ,y 'i (ta � c " e12 ef3' HELD rl I I I I HELD n r,,>�3�Y 'v..:1r.�l'.1ZyI1 rr r ! •- * t � f t'3r'N�8k ,"p t i.rv.)La n•t5a rSoitf�-NS,rt-5't"3T-;'4R 1r 1. _}!A` !'V_l .'c. ..... -.,',•,..:.S>.....r::f. Ir�..^tic��')T'.ln.Sv.r�.k,S:�rr�.�"�i>r`,ST'Y`'�P' i'].t x J�,y..L�3-.ur•.a.J rr,'s'�y `5'1st ! z P to SOUTH WINDSOR I I I 1 <i3x'• �`• 1 I I rlf ,�f•�y�.L • 1 I I I I I % ��, �;� ,;; I f I I _s`tjt 2 y +`vrr77 E I \ 1 l i i I Lu qN ' !! 30' DRAINAGE EASEMENT \ V3 t r'' Al' .1 t c IN FAVOR OF THE ) /1 TOWN OF SOU \ 1 I „:,•,J s I / 1 7N WINDSOR ( I -rvf,V I I ! 4C� `i AT ROADWAY TO GORSKI DR1V� -t ! AT ROADWAY :L�u7 ! 1�;t,, li I tv10N1 I lvia`�Iir. j I I I rtAON. U St Rp , �= I 1 -- ! I 134.00 / ; I Foul1� - 134.00 FOilr t I FOUND � s, NO3 09 04 E i 1 �`-_ -_ I I �' ~rrrr I; I r00 330.33 rr \ i NO3 09'04"E � r f _ CIO I r•'� -_ --------------- -------------------------- ! I `i G \ :------------ - --- - • ` --____"_ __-_-'_� �' \ � / ♦ •IDS ``•..__---•--___`-' -•-__-x__--_..__� -_..-....-'_-•__-_-•_--_'_-• ` r - � � REMOVE S`fli`!G FES /� G]��-_-J.-` \ ' -- -_- EXTEND 18 RCP`AND r pr :;: �>�- rL OT-S L!/ YL ! \ /, \ / i - - .``, \ \ \ f' e' i', rrr �'�t_..µ. ;i:=:•e5M' _ r5A0 SULLIVAN AVENUE.SOUTH N f ..� -/� _y'\` ^^p ,'C- I rrr,r :`�,1,•:'it'. x'e'r,'_.. :v Pam;,;:...••,,,,;, _ _ ` .=;t..-:_�, (L✓I♦ �r � WI DSOR.CONK.OS07A i - l�D TYPE ,�+ C 7.�-<: _.":3,;. -ram i 1J,tS:.G„ _��,>;:y..,.l.0 =+•r"'i%;T�"y-....: y,y:^:•1>'n:•r!-=s, \ C:1 O,FS ., i` / :.,r:^�.`"., 'i;_.,.r!g 'ls i'lt�ls,-= _S:.r,,R,�,.1.Jj+.••:T'::t.T;:..,, n•..?.54. .:ti. -_`4u,n .1�;;.:�dsv,:c:: .,.. .;F,Lf�i_-:+,,;.y,,,...:;» 0 P>• AREA \ r -"i r i'"tiL:'.T?:.. >+.+ -k t M_•r A J.y,•r }/ EA CODE aG0J8662654 �r,,.� �-. .J , •s u:_ . 4- ..r;G 'Sb \ U / \ \ �Si.J•�- Ss •-,.,+ i ram,.'::,; g t ;n>�: t f l I \ /' ' b., Y-2'4,! .• v-i+' 7•r rA \Y' �:. \...�•r,Y,• IjI' Yx \ iL'Y."itin".z w>+J r, ,• 1.-r,:-r.. er L•" f� :a;.. YV P / T6':Y-J`: t'N'.Ja, •J_`f,'irn.cd" _ '1 r � �} �\~ \ , \ ��inn,;;;,+t �a:•.,-: ,.tea'-�i!'rr�'�?'- :�'::1<!:•3: >i�N +`.., ,r:�`_.�>,r• c:F•`rFiYc`...:.. )C ,L .n... 3' a L�iti^� 1 i � n.[ r� / r -c= ______-_----.-- _-...•._.......____-•- ' �a __, . `,,`, ,.�_ ` i / ' T 4..- $- - d S ✓ p. b '{- �7`, -r ✓ 2 I r(` L, t 62•--_--.- ! \ \ O ,Q r \� ` / ! - ,'- a.t.:�,.:_X--r !.s�.`'.i's..rr.', ,rt�a...e.. G: t .:•J v-•P.r' x,. , -1+!`.K$. y,�•+•it rT tY'r'r br.�r-$rr ,i.�!a t +.: Z �-i 24, 1999 ------- -- ---- -------- August 'j � \\\ 01 J Or - - - , \\ / I O RiPR _EMERGI`NC SPILlWA1Cy _ o o / r r 1. �$ _ � VICINITY MAP _---------`-EEk .=59.50 r --- o ,a `o a o d i ') ;•\ --------- `, \ -/ APPRO?QMAiE UM1T qF DISTURBANCE f } (NOT TO SCALE) _ -. - Certified#P462498021 5$, J !- ) _ O O C' Q S G •�`, _-- \ - ! 1 i I W , AG Builders --------- Alexander -55 ---------1----------�1 - ---- 0, i0 t7 O a a�OP O \```\\ ♦``` `\ `\\\` \ I ``" ~``� - `---- \\ // i r /' Y tT i I r^ m _ 1 CO Gorski --- f. ----- - O o Q - - \ f ; ,f 85 Ridge Crest Circle --_---_-� --- -lam` O O O � D ` 'r,`` Wethersfield,CT 06109 ---'_` » »-_ _grtOja_4 O O a , O O \ `.-. `, 1 \ `,' = _ `tA� r \ /' / + 1 ap ^BENCHMARK -�� a�ROOa o, o, �y o o c� i i i i \ �`� � �'�� '�`\ - --09---------/' i 1 W m ,. � I♦ Q o �, ��'` j re aa�r,ruse � $ F.L. JO FES d O rJ L 4 I `0, c\ _ \ ELEV= ,rJ2.41' 4l I \n \` , _ \ \'•, -`_ `M1 Dear Madam/Sir. ♦ O O q � f O ` ' % / / / At the August 11,1999,special ) `\ ,~� *, meeting,the Inland Wetlands � ♦\ o� O O� t I ` \ \ '/ � O REMOVE EXISTING FES AND of `1 ` ` \ // /; / ••�••r ,�'� / O Agency/Conservation Commission approved appl-4fan erod-AG Builders, 10' OF I W RCP ♦ a O Q I ' ' �- ``` ,\`' �•�' /' ;_} ;/ // }� ,V m m r \ Alexander Gorski-IWA/CC permit for the repair of an cmdcd gully and \ ` �_J O ; i e i l ``; ``\` `\, 1 - -_ _-� --" \ ' '; / , \ / / \ > an existing siormwater outfall located in the Ioreat Village Subdivision. DETtNTJOI�' ;1 a ` ; ! '(� TI )T`'ie RC ``�/EI)', „ ``� ; _ _ r ;' ' \ �, Located west of Gorski Drive,east of Main Street,and south of Strong POND \ 1 ( - y \ t % / O Road,A-40 zone(Assessor's map 1184,parcel 03). This approval is subject \ ` �� - "^ \�� (VI/a E �p to the following conditions: ''` t / .F IAPPRO(1Mm MIT F D� RJR AN ;,� _ _ `-. _ �Ju' _ - "+n� � i / /l ` _L E chi 1. One blueprint copy of the entire set of plans and this Ietter \ I � / I 1 i `_ - `., - ' / reproduced thereon,must be submitted to this Commission. This \ -r `X r / 1 1 \ � ; \\ `\\ i`; ' - - � �� r �!' / %/'} "I �(VPICAI..) must be completed within 65 days of approval prior to any F / �j. ! 1 \ �``��` \ \\ . ��.� ' ' ( -'� '1 7-~-~ +?S``'� �'' / r / % \\ U construction activityn g FES = 51.J3' / f fl��` { ; \ �~ ` - \ \rt1� `� \ j r/ ' f \\ ` NOTES.- L. I-` o the site. Plans submitted to Planning 8s '' C' ZoningCommission shall be considered f LL BE MADE TO MINIMIZE REMOVAL OF EXISTING having met this 1 `� `•, \ _ %`f / / `l \ all requirement. \ '/ �L� \ � \\ ��A` w / r \ `)} 1. EFFORTS SHALL'\` '•. \ y •,\\, OJ` \\ _ _ - \/f' %% ' VEGETATION. 2. The application shall in a TO BE REMOVED PP Y e Tanri of \ / �� \ 1� /� 1 2. ALL TREES PROPOSED d mnif And hold harmless tlt / � `) O \ _ / / / ' f \ South Windsor against any liability,which ;' '/ / r r r` ! ;`, \ REMOVAL BY THE TOWN might result from the JHB� r \ / VED SHALL BE F operation / \ , ``• \'` _ \ _ -' ' d LAGGED proposed or use. } ! r ; \ IN THE FIELD AND APPROVED FOR 3. The permit is valid for five ears and shall /(TYPIC // �� 1 , �'� \` ``` \ '\ \ � �J I lx y expire on August 11 �4L � , ,\'`, . `-_ _ _�--' , r „ "�� ` /� ,` 5 ALL DISTURBED AREAS SHALL BE RESTORED WITH 4 OF TOPSOIL P / 1 `` - �\ \ :`♦ ` �•�,�� \ ` \` C017C:-FES SEED AND MULCH- 2004. ]t is the Itmdowner(s)/applicant(s)responsibility to track / \ ;t i \\ ,�\ `` \ \ ,\ �\ expiration dates turd notify the Commission of a renewal request at OUTLET CONTROL STRUCTURE` \ \ ` \ FL�31. / l 4. DISTURBED S t \ LOPES STEEPER THAN 3:1 S least 65 days prior to expiration. / \ f ♦ \` ; ' �� \ � _, / \ / f HALL BE 7RTH 1,H13CT) ' ♦♦♦ \\ �, �Dp` \ j 1 fr t EROSION CONTROL BLANKETS (NORTH AMERICAN GREEN, S-15 OR `\ �` \` '� \ - / '�J // f f: /I'` I' APPROVED EQUAL. S 15D, \ } \ ♦ \ ` _ s'' / \ / 5. SEED MIX SHALL BE AS FOLLOWS. `` , " -- _ _ _ CREEPING RED F 10 LBS./AC AG Builders _ / \ ! \ ♦ \ '; . \1 Alexander Gorski j i \ `, `. `�, \ ,`, `,♦\,` '`, \ �` \ `, / i' r\ i• ,+ fr FESCUE August 24, 1999 I i \\ i \ `V CROWN 15 " \ ; • \ ` Q RIPRAP BASIN VETCH OR g \ ♦ �' \ / / \ t TALL FESCUEOR SMOOTH BROMEGRASS 15) " " }� Page 2 r/` \ 1 l `';, ), , NOCULANT It ``\ ♦ ♦, ``\ \ - 1- _ --�'~'^ .` ,(/ ;`f l ' ,`I " WATERCOURSE \ I I ; \ r \ ;� �r�a�o / / / RED TOP 2 ,. .. oaij. / ! REGULATED AREA \ I \ �♦ 6. THE CONTRACTOR SHALL SUBMIT PROOF OF LIABILITY INSURANCE 4. All approvals required must be obtained and submitted prior to any ` \ I ` ` ; ♦♦ } \ 4 0\0` 'r' {/ f \', / COVERAGE, IN A FORM AND AMOUNTS ACCEPTABLE TO THE TOWN activity on the site. LIMIT \ ; 1 / \ i ♦al i o`E ' o�' RIPRAP ARRON f 5. A contact person shall be identified on the plans. ' 1 1 `, 1 / ♦♦ i o 7. APRE-CONSTRUCTION INSPECTION OF 774E RESIDENCES ON LOTS \ I ( \ f \ 1 1 l ♦ `� 7 17 AND 18 SHALL BE MADE TO DOCUMENT EXISTING DAMAGE. 1 ._ o _ 6. A Settlement Agreement consistent with these conditions and -' 1, i 1 � 1 , t ♦♦l�rs' O 'b J, O substantially in the form presented as a draft at the meeting of 38g 40 -'----"----' \ l v o `` Q ,a ' 1 ` ' B. UTILITIES BETWEEN LOTS 17 AND 18 SHALL BE LOCATED IN THE August 11, 1999 and appended hereto as Exhibit A be executed, NQ I l 1 I ; O � �� / \! ! FIELD. THE EXIS77NG UTILITY BOX SHALL BE PROTECTED WITH ` recorded and perforated by the applicant in accordance with its ) t I 1 ; ♦ t o; , ao n o 11 - l % ' I ' PHYSICAL BARRIERS TO PREVENT DAMAGE BY MACHIN terms. Li0 1' I, 1 ♦♦1 7 U o a 1 RIPRAP SWALE ' I l l I l ERY. l t 1 i 7. That correction o[the detention basin erosion problem described in l t �♦♦ - Q a / 1 ; f 9. THE CONTRACTOR SHALL PROVIDE FOR DUST CONTROL THROUGHOUT Exhibit tt A y the Settlement Agreement(attached hereto}be done '+ ; l ' 1 ; ♦ I THE WORK, INCLUDING STREET SWEEPING, REPLACEMENT OF CONSTRUCTION ' 1 } t ♦ , _ 1 prior to any other work described in said Exhibit r _ ; I ; l ♦` :tsQ j f I EXIT PADS, AND WATERING AS REQUIRED. _ ___ i r m 8. That correction of the detention basin be completed no later than N 1 1 I � o� o � '' � l ` 10. THE SIZE OF CONSTRUCTION EQUIPMENT SHALL BE MINIMIZED TO LIMIT to October 15, 1999,or,if not completed due to acts of God such as DAMAGE AND DISRUPTION U A" 01I I OF ADJACENT PROPERTIES AND REGULATED the weather,that applicant shall utilize temporary stabilization ~N~ - w- I 1 J WETLANDS. A LIST OF PROPOSED EQUIPMENT SHALL BE RE(/IEWED W 774 a measures to c maintained until permanent stabilization is - - ,_ _ _ - - _ __ _ f r� ; ) .l 1 I � � fl Q t (,Tn71(iAl:l,- achieved,such measures shall be consistent with Connecticut ----' ` ! 1 j ; l i ; ; `�C 7 I A_Jl 774E TOWN PRIOR TO CONSTRUC770N. u Guidelines for Erosion v ~~Control. 9. That,if applicant fails to comply with condition 8 above,the Town ' --`-- , �/' j !' `` o o \ ' I �� 11. CORREGATED POLYETHYLENE PIPE (SMOOTH INTERIOR) (CPE)(S) SHALL may utilize escrow funds under the Settlement Agreement to --------_ \ ' f j I o o ; \� BE ADS-N72 PIPE. ALL ACCESSORY MATERIALS AND INSTALLATION SHALL perform the necessary work. `-----_.. / ` -_ \ ;' r / �' o ° c� t BE IN ACCORDANCE NTH THE MANUFACTURERS RECOMMENDA7TON5 w COUPLINGS SHALL BE N-12 COUPLER PREMIUM" VERSION WJ7H NEOPRENE __ _____________-__ __50-'� rr / /�♦v o 0 0D %' ` t GASKET. - `----- __ r ' // r i / _ l3 / 12 A MINIMUM OF FIVE (5) ANTI--SEEP COLLARS SHALL BE INSTALLED s= �' � $ - - _ / /' / f , j ALONG THE PIPE LENGTH. 774E SIZE OF 774E COLLAR WILL BE DETERMINED o o C o '-------- ' " "-- -------------- _ 7ION 7HE AN77-SEEP COLLARS SHALL .' ---------------- - 1 f _-_-__ __ -_ _-- %' i' ! l i'/` \\��\ \,/1 i I'` f BE BY SHEIBCDRAINAGE PRODUCTS. '2 o °' v y 0 _ ~ ------`- r a� -- ------------- 'f - _ _ - --- -- - __- - ~ r A, _ 1 \\ j E ` 1 -----•--------------- '� _ r 1 ----- -------------- -'-- - - _ --""- . - _ _ �f BACTUR , UPC 174E TOP OF THE IMPERVIOUS 73 BEDDING AND BACKFILL SHALL 8E 1N ACORDANCE W1774 PIPE MANU � a m � _ � FACTURERS RECOMMENDA710NS, HOWEVER 774E GRADA770N OF BEDDING AND � � � ~ � � ,% / �- - �� L SILTY/CLAYEY LAYER, SHALL rn rn rn rn ai ai ^� / ^^___ _------- `--`-"- -�40� /-/ ' �� f BROKEN OR CRUSHED STONE MEETING CONK DOT 814A, M.02.06 O3 M °' O1 °' °1 Q? C I I 1 I I J� _ GRADATION C, OR PROCESSED AGGREGATE MEE77NG CONN DOT 814A M.05 01-1. Q N 'n cal AO Builders -----------__ -- -- _ 11 / ��' ``; 100 YEAR FLOOD ELEVATION 0 00 0 __ I I I I / - _ _ _�.-�---` / - 34.t PER MAP REF. J1. c Alexander Gorski _� - -- / t i O 0 0 0 0 0 0 g r-" , % i August 24,1999 _ ---- -- -- r 1 , • 1 / 1 `, MAP REFERENCES: _ la. That the Design Engineer be present on site to ins pest and certify _. / '\ the installation of the proposed drainage structures and stormtvatcr ' 4 r / I �\ 1. TOPOGRAPHIC SURVEY FOREST VILLAGE conveyances at appropriate,intervals or as called far by the Town. �` / L GE 50. WINDSOR, CT. � Op Very trtllyyours, REGULATED AREA LIMIT f r _ 1 % - / �\ DATED 05-06-99 SCALE 1" 20' _l N O 1 ��' t \\ BY- F:A.HESKETH & ASSOCIATES, INC. EAST GRANBY, CT. O INLAND WETLANDS AGENCY/ DIG177ZED WETLAND LIMIT --''" r' "CONSERVATION COMMISSION l +f -c , r� Ikjrr -- -- c Elizabeth A.Warren.Chairperson �� r Ja \\ --- ---- -----y-- 1 ;'; \\\\ \ O J V O ill \ Lij V Z O O cc: ChicfEtrildingO�ciai _ _ - \\ / ; �`_1�` O Z \ O 0 p Q Planning&Zoning Commission - _- "NOS- \ Town Engineer _ ` , UPLANDS \ of o p Q m WETLANDS % - ~- Q a(h Ai Q € Z �� d I� o Q 0 ------------ o J Z O -� roo 1 O J O Z CD S 1 _ Z CTI 0 rn \ ~ Cn W rn 521.48 _ - - ---- (p� 0 I N in N0725'48"� ;I F- o0 N II 6i i SURVEY CLOSING LINE OD Lo CONTACTS �4 PROPERTY LINE IS ALONG \ OU p CD BROOK \ o °� o OWNER: ALEXANDER GORSKI (860) 956-5061 rCID �,; f�--~�------ -`--`=-=�_ _ • - \ � o ��f - - ENGINEER: F. A. HESKETH & ASSOC., INC. (860) 653-8000 -- - - -- -- -- `----- ---`---- __-- -'- - --�-- to = SITE CONTRACTOR: �ROO''t GRAPHIC SCALE , 20 0 10 20 40 80 T v ' ` CD / `/vlJ Imo, 1r IN �CD 1 inch = 20 ft. W Y to Cr 0 CD 1 � r, a M K M 0 O � 19 D ?t 00 o V o � co 00 C51CD .3 00 N WO O � 00O P CD 00 O N -P O I OU T CONTROL STR. STA. 20+1 f j � II C,7 1 !I r Cn O ! Q f O 53.8 If I ..- M �1 CB. TYPE 'CL' rn Y II STA 20+ 0 n 2.1 -� i -u > M z x0 U-) r, r, Z � �/ n 0 z i rh -< > 0ad a Ile N z 0 X II + 40.9 F1 � z o OD i u z 5 0 36.3 / 1.40 -o X o 0 rn v ^!1 N -(A rn 0 o + 33.3 L q � o L.z F.E.S. ST . 22 10 / M v CIE D o 0 30.3 > In co 0 O m v p D o o z I' o Fri I cn I a N + 29.0 n� + r 1 NIIV � fv r- y0 M v M 'JV O D N 0 DRAINAGE PROFILE revisions: PREPARED FOR no. date description FOREST �1LL�GE SUB 1✓ISI®N UP-1 DETENTION POND OUTFALL SOUTH \MNDSOR, CONN. date:EASNOETED drawn by; CAD job no: 98208 ` �_ �, Hesketh & Associates, Inc, Phone (�) �_� 6 Creamery Brook, East Granby, CT 06026 Fax c86o) saa-ssao scale: checked by, GAH sheet no: 1 OF 1 Cid & Traffic Enghom , Stneyore , PtarVere . LarAcapeArctitecte e-mal hesketheamtnet V: \G0ASKI\G0RPF011.dwg Mon Sep 06 08: 5B: 34 1999 Date Plotted L GENERAL EROSION ANQ SEDIMENT CONTROL NOTES IV. TEMPORARY EROSION CONTROL DEMCES BA OF END BALES SHALL BE I. DISTURBANCE OF SOIL SURFACES IS REGULATED BY STATE LAW. ALL WORK REFER TO THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND k;�G_H_ER IN ELEVATION THAN THE PREFABRICATED SEDIMENT SHALL COMPLY WITH AN APPROVED "EROSION AND SEDIMENT CONTROL PLAN" SEDIMENT CONTROL --- 1985" WHEN CONSTRUCTING EROSION CONTROL OPS OF OTHER HAY BALES IN LINE FENCE ENWROFENCE (MIRAFI), TO PREVENT OR MINIMIZE SOIL EROSION. DEVICES SHOWN ON THESE PLANS. _ BALED HAY PROPEX SILT STOP (AMOCO), O 2. THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL DEVICES IS SFEC -- SEDIMENT FENCE EROSION CHECK IS A SYNTHETIC TEXTILE OR STRAW ECONOFENCE (7FRRATEX), BARRIER DESIGNED TO FILTER SEDIMENT FROM SURFACE WATER. WEDGE LOOSE STRAW HAY OR APPROVED EQUAL THE RESPONSIBILi7Y OF THE LAND OWNER, DEVELOPER, AND THE EXCAVATIONCONTRACTOR. TOWN OFFICIALS SHALL BE NOTIFIED IN WRITING OF THE NAME, PLACEMENT SHALL BE SIMILAR TO HBEC AND INSTALLATION REQUIRES BALES TO BUTT- 1N ALL VOIDS TO CREATE ADDRESS AND TELEPHONE NUMBER OF THE INDIVIDUAL RESPONSIBLE FOR THIS ANCHORING THE FENCE BOTTOM TO PREVENT BYPASS. SILT FENCE A CONTINUOUS BARRIER WORK (INCLUDING ANY CHANGES) AT THE REQUIRED PRE-CONSTRUCTION MUST BE PLACED IN A LINE FOLLOWING CONTOURS; THEY MUST NOT 71GHTL Y TOGETNER CONFERENCE. RUN DOWNHILL OR HAVE LOW POINTS. ALL SEDIMENT SHALL BE WOOD OR STEEL REMOVED IF DEPOSITS REACH ONE (1) FOOT IN DEPTH. ADDITIONAL O POSTS-10' O.C. MAX. 3. THE CONTRACTOR SHALL USE THE "CONNECTICUT GUIDELINES FOR SOIL SUPPORT (SUCH AS SNOW FENCE .OR WIRE FENCE) ON THE DOWNHILL FLOW c ANGLED 2° TO 20" UPSLOPE EROSION AND SEDIMENT CONTROL" (1985), AS AMENDED AS A GUIDE IN FACE MAY BE REQUIRED TO STRENGTHEN SEDIMENT FENCE IN HIGH CONSTRUCTING THE EROSION AND SEDIMENT CONTROLS INDICATED ON THESE FLOW LOCATIONS. FLOW = _" - �-' FLOW -- �+. GED7EX77LE ° PLANS. THE GUIDELINES MAY BE OBTAINED FROM THE CONNECTICUT COUNCIL 'Zo BACKF/LL ON SOIL AND WATER CONSERVATION, STATE OFFICE BUILDING, HARTFORD, CT HBEC - HAYBALE EROSION CHECKS SHALL BE STAKED A MINIMUM OF �o (FILTER FABRIC) I COMPACTED 06106. FIVE (5) FEET FROM THE BASE OF DISTURBED SLOPES EXCEEDING �°�', .. ..r I - _ _ BACKFILL LLJ N EIGHT (8) FEET IN HEIGHT, AT LOCATIONS SHOWN ON THE PLANS OR AS - Q- O - ~ N COMPACTED 4. THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT REQUIRED. HAYBALES MUST BE PLACED IN A LINE FOLLOWING IL 1= DISTURBANCE TO THE SMALLEST PRACTICAL AREA FOR THE SHORTEST CONTOURS; THEY MUST NOT RUN DOWNHILL OR HAVE LOW POINTS. " X. w- I POSSIBLE TIME. OVERALL SITE DISTURBANCE SHALL BE CONFINED TO THOSE PLACE HAYBALES BEFORE STARTING A FILL SLOPE AND AFTER - 1=III=I I 12 MIN. LIMITS DELINEATED ON THE PLANS. DIGGING A CUT SLOPE. HEEL HAYBALES 4" INTO THE SOIL. STAKE 9x8' "MIRAFI" FILTER - - - ::::::? I {6" MINI ! I-f -I I I } 1° I I=I I I=I I I 5. THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION, NSTALLEFILTER FABRICS AROUND EWRAPMO CATCH BASINETER OF ALL TNLET GCH IRATES.NS D FABRIC STRETCHED OVER 120 _ III- -) I I f I-I I-I 1 I-I I -III{=III s IN=III-j I I I-I I INSPECTION, REPAIR OR REPLACEMENT OF EROSION CONTROL DEVICES TO REMOVE ALL SEDIMENT WHEN DEPOSITS REACH ONE HALF BALE 0 C.B. RISER, SECURE WITH 2-1 zT z3' MIN MIN. I^III=1 I I=1 I I I 1=1 11=1 I d I I =III=1 I I=I I III=III=I 11=III INSURE PROPER OPERATION. HEIGHT. HAYBALES MUST BE REPLACED PERIODICALLY. sTAKED HAY BALES srAKEs EACH I I I-III=1 I I I I-1 I I -I I III^III=III 11-I I I -1 I SHALL BALE - -_NA n �SO1L" - _ - _ _NATIVE SOIL 6 UNSATISFACTORY R EROSION NCONDIT CONDITIONS NOT CONTROLLED BY THE EROSION HARD S�RFACECA POINTS WHERE BROKEN VEHICLES WILL PL PADS PROVIDING RTNE SITE A PLA AND SEDIMENT CONTROL PLAN AND SHALL INSTALL ADDITIONAL MEASURES AND REDUCE TRACKING OF SEDIMENT ONTO ADJACENT PAVEMENT. PLA_N AS REQUIRED. THE STONE MUST BE REPLACED WHEN IT IS FILLED WITH SEDIMENT. ALTERNATE INSTALLA710N METHODS 7. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT, MULCH OR HBCD -- HAYBALE CHECK DAMS SHALL BE STAKED IN A SINGLE ROW, 2^1$ t 1 X 3' (MIN.) �.� FILTER FABRIC STAKES EACH BALE 5' GROUND COVER PLANTINGS SHALL BE PLANTED WITH GRASS. ACROSS THE BOTTOM OF DRAINAGE CHANNELS. THE DAMS SHOULD CVO EXISTING GROUND MIN. ler W NOTE' BE INSTALLED AT 100-FOOT INTERVALS UNDER NORMAL " ,► " 8. ACCUMULATED SEDIMENT REMOVED FROM EROSION CONTROL DEVICES IS TO CIRCUMSTANCES. WHERE THE CHANNEL HAS A STEEP SLOPE OR THE >1w mFLOW W 1. WOOD POSTS SHALL BE HARDWOOD 1 112 x 1 112 x 48 MIN. BE SPREAD AND STABILIZED IN LEVEL, EROSION RESISTANT LOCATIONS AS FLOWS ARE HIGH, THEY SHOULD BE PLACED CLOSER TOGETHER. co STEEL POST SHALL BE A MINIMUM OF a5 POUNDS GENERAL FILL. ACCUMULATED SILT MUST BE REMOVED REGULARLY AND THE V 1 ` PER LINEAR FOOT X 48" HAYBALES REPLACED PERIODICALLY. 9. SPECIAL ATTENTION SHALL BE GIVEN TO THE CONSTRUCTION SEQUENCE ® 2. JOINTS, WHEN REQUIRED, SHALL BE SPLICED & SECURELY OUTLINED ON THESE PLANS. SCD --- STONE CHECK DAMS REDUCE CHANNEL EROSION BY SLOWING 0 SEALED TOGETHER AT POST LOCATIONS ONLY, WITH THE VELOCITY OF FLOW IN THE CHANNEL. THEY ALSO PROVIDE CATCH BASIN BACKFILL & COMPACT " 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ANY SEDIMENT REMOVAL THROUGH FILTERING AND SETTLEMENT ABOVE 0 A MINIMUM 6 OVERLAP. CONSTRUCTION DEBRIS OR SEDIMENT FROM EXISTING ROADS AS ORDERED BY THE CHECK DAM. THEY ARE PARTICULARLY APPROPRIATE WHERE THE EXCAVATED SOIL ON THE TOWN AND/OR STATE, IF ANY DEBRIS OR SEDIMENT FROM CONSTRUCTION DRAINAGE CHANNEL WILL RECEIVE PERMANENT RIPRAP PROTECTION UPHILL SIDE OF HAYBALE ACTIVITIES ENTER ONTO THESE ROADWAYS. AND THE CHECK DAM CAN BE SPREAD IN THE CHANNEL AT THE C4 a EMBED 4" INTO 11. ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED N COMPLETION CONSTRUCTION. ET COMBINATION WITH SEDIMENT BASINS. CHECK DAMS MAY BE USED �� EXISTING GROUND NECESSARY BY THE TOWN OR STATE STAFF DURING CONSTRUCTION SHALL BE EC ,AFC IMPLEMENTED BY THE CONTRACTOR. IN ADDITION, THE CONTRACTOR SHALL SB - SEDIMENT BASINS ARE TEMPORARY STILLING BASINS DESIGNED BE RESPONSIBLE FOR THE MAINTENANCE/REPAIR/REPLACEMENT OF ALL TO INTERCEPT AND RETAIN SEDIMENT FROM RUNOFF. THEY MAY BE (AT CATCH BASIN) (AT TOE OF SLOPE) N.T.S. REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED AREAS HAVE BEEN CREATED THROUGH EXCAVATION, BERMNG OR A COMBINATION. THEY „ e Lu ° �� ®® STABILIZED TO THE SATISFACTION OF THE TOWN OR STATE. MAY BE LOCATED ALONG OR ADJACENT TO A WATERWAY OR AT ANY 1 ALE�nEn^ INN Q�1�IBOL MBEQ) LOCATION TO WHICH RUNOFF MAY BE DIRECTED. SEDIMENT MUST BE e9ti REMOVED PERIODICALLY FOR THE BASIN TO REMAIN EFFECTIVE. 10 1! N.T.S. II. PROJECT DESCRIPTION: 1: y THE PROPOSED WORK IS DESIGNED TO ELIMINATE THE EXISTING U .. EROSION PROBLEM AT THE OUTFALL FROM THE DETENTION BASIN. (D WORK WILL INCLUDE INSTALLATION OF AN OUTLET CONTROL V. GENERAL NOTES: STRUCTURE ON THE EXISTING DISCHARGE PIPE, INSTALLATION OF A ' g NEW STORM DRAIN FROM THE END OF THE EXISTING PIPE A DISTANCE I. ALL WORK AND MATERIALS TO CONFORM TO TOWN OF SO. WINDSOR STANDARD s" OF 150? DOWN THE SLOPE, AND INSTALLATION OF A RIPRAP BASIN AND SPECIFICATIONS, CT D.O.T. FORM 814A, OR THE DETAILS SHOWN ON THESE RIPRAP CHANNEL. RIPRAP WILL ALSO BE PLACED AT THE DISCHARGE PLANS, AS APPLICABLE. POINT INTOSPILLWAY F THE DETENTION OR THE BASIN BASIN AND TO FORM AN EMERGENCY 2 ALL WORK ON THIS PROJECT SHALL BE COMPLETED IN CONFORMANCE BALES TO BUTT TIGHTLY ��\% \ i1_\\ WITH THE REQUIREMENTS OF THE VARIOUS STATE AND LOCAL PERMITS ISSUED TOGETHER WITH LOOSE FOR THIS PROJECT, INCLUDING, BUT NOT LIMITED TO PLANNING AND ZONING STRAW OR HAY WEDGED III. CCO MUCTIQN SEQUENCE: APPROVALS, INLAND WETLANDS PERMITS, AND ZONING BOARD OF APPEALS IN ALL VOIDS TO CREATE 24" DETERMINATIONS, AS APPLICABLE. A CONTINUOUS BARRIER A DETAILED CONSTRUCTION PHASING PLAN AND SCHEDULE SHALL BE %�. FY ALL SUBMITTED BY THE CONTRACTOR FOR REVIEW AND APPROVAL PRIOR 3 UNDERGROUND UTILITIES BY CALLINPRIOR TO ANY EXCAVATION THE G CONTRACTOR 800 922 SHALL 4455 AIT LEAST 48 HOURS IN ,,C.\\i TO THE START OF CONSTRUCTION. THIS PHASING PLAN AND ADVANCE. BOTTOM OF �` \ SCHEDULE SHALL INCLUDE ALL MAJOR CONSTRUCTION, TRAFFIC DRAINAGE CONTROL, SOIL EROSION AND SEDIMENTATION CONTROL MEASURES, 4. A PRE-CONSTRUCTION MEETING AND AUTHORIZATION TO PROCEED WILL BE BALED HAY INTERMEDIATE RIPRAP AS APPLICABLE. THIS PLAN AND SCHEDULE SHALL PROVIDE FOR ALL WAY OR STRAW WORK TO BE COMPLETED WITHIN THE ALLOTTED TIME, SHALL MINIMIZE REQUIRED PRIOR TO START OF ANY CONSTRUCTION, INCLUDING REMOVAL OF EL V TION TRAFFIC AND ENVIRONMENTAL IMPACTS, AND SHALL COMPLY NTH ALL TREES OR STRIPPING OF LAND. PROCEDURES AL SUCH PRE ACCORDANCE -WITH REQUIREMENTS AND REGULATIONS. THE FOLLOWING GENERAL MEETING AND AUTHORIZATION TO PROCEED SHALL BE IN ACCORDANCE WITH THE TOWN AND STATE. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING SEQUENCE IS RECOMMENDED: THIS MEETING WITH TOWN AND STATE OFFICIALS, AS APPLICABLE. 1. CONTACT "CALL_ BEFORE YOU DIG" AT 1-800-922-4455 AT LEAST 48 5. THE LOCATION OF ALL UTILITIES SHOWN IS APPROXIMATE AND ARE BASED L DISTANCE SUCH THAT POINTS A AND B ARE OF i HOURS PRIOR TO START OF CONSTRUCTION TO HAVE ANY = ON AVAILABLE AS-BUILT INFORMATION FROM UTILITY COMPANY RECORDS, ( I EQUAL ELEVATION (OR AS LOCATED ON PLAN) EXISTING UTILITIES MARKED. THE PROPERTY OWNER, AND LIMITED SURVEY DATA. THE CONTRACTOR IS 2--1 x1 z3' (MIN.) 1' 1 I ORIENT BALES WITH 2. INSTALL CONSTRUCTION FENCING, CONSTRUCTION EXIT PAD AND RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES ON STAKES PER THE SITE PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY AND BALE STRAPPING PLACED INITIAL EROSION CONTROL MEASURES. NOTIFYING THE DESIGN SITE ENGINEER OR ARCHITECT, AS APPLICABLE, OF ANY HORIZONTALLY & ABOVE 3. ROUGH GRADE AND IMPROVE CONSTRUCTION ACCESS AREA AS ADJUSTMENTS TO THE PLANS WHICH ARE NECESSARY. TEST PITS WILL BE GROUND NEEDED. REQUIRED AT ALL PROPOSED UTILITY CROSSINGS IN ORDER TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND TO IDENTIFY POTENTIAL CONFLICTS EMBED HAYBALES 4" INTO EXISTING 4. CLEAR AND REMOVE EXISTING TREES FLAGGED FOR REMOVAL WITH VERTICAL AND HORIZONTAL ALIGNMENTS SHOWN ON THE PLANS. TEST GROUND. BACKFILL & COMPACT BASE OF END BALES SHALL AND ANY MISCELLANEOUS DEBRIS OR MATERIAL WHICH'� _ ` � _ PITS SHALL BE COMPLETED BYTHE CONTRACTOR AT HIS EXPENSE- EXCAVATED EXCAVATED MATERIAL AGAINST I j - BE HIGHER IN ELEVATION ` A L B INTERFERES WITH THE WORK AS THE WORK PROGRESSES. 6. ALL UTILFHES TO BE INSTALLED, RELOCATED, AND/OR PROTECTED IN THE HAYBALES ON THE UPHILL SIDE ! THAN TOPS OF CENTER BALES 5. REGRADE THE AREA AND PROVIDE ADDITIONAL EROSION ACCORDANCE WITH UTILITY COMPANY STANDARDS, AS APPLICABLE, AND IN CONTROL AS THE WORK PROGRESSES. ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS. FINAL LOCATION OF UTILITY CONNEC1ONS OR METHODS OF PROTECTION ARE 6. PROVIDE TEMPORARY GROUND COVER AS REQUIRED; REPAIR OR SUBJECT TO REVISION BY INDIVIDUAL UTILITY COMPANIES PRIOR TO THE INSTALLATION OR IMPLEMENTATION OF PROTECl10N_ THE CONTRACTOR IS REPLACE EROSION CONTROL MEASURERS AS NEEDED. RESPONSIBLE FOR COORDINATING THE WORK WITH THE APPLICABLE UTILITY COMPANIES, FOR COORDINATING UTILITY CONNECTIONS OR RELOCATIONS SECTION 7. CONSTRUCT RIPRAP BASIN, APRON AND CHANNEL. WITH THE SITE WORK AND BUILDING CONSTRUCTION, AND COORDINATINGELM ` 8. BEGIN INSTALLING NEW 18" PIPE AT THE BASIN AND PROCEED UP NECESSARYTHE PROTECTION OF ALL UTILITIES SHOWN ON THE PLANS. COORDINATION ACTIVITIES SHALL BE SCHEDULED AND THE STREAM. TAKE PLACE PRIOR TO THE START OF CONSTRUCTION ACTIVITIES EFFECTING �a g� THE UTILITIES INSTALLATION, REPLACEMENT, AND/OR PROTECTION. A ALE C E�,+°i/ �A ,HELD) ST E_QK DAM ( '�®� 9. REMOVE EXISTING FES, EXTEND 18" RCP AND INSTALL NEW CB AT v TOP OF STREAM. 7. REMOVAL OF TREES OR OTHER VEGETATLON, OR REGRADING a� N. T.S. N- S. 1 D. REMOVE EXISTING FE5 AND PORTION OF 18" RCP, INSTALL OUTLET SUBSTANTIALLY DIFFERENT FROM THAT SHOWN ON THE APPROVED SITE j CONTROL STRUCTURE. PLAN, WILL NOT BE PERMITTED WITHOUT PRIOR AUTHORIZATION BY THE TOWN OR STATE, AS APPLICABLE. O .N 11. CONSTRUCT RIPRAP EMERGENCY SPILLWAY AND INSTALL RIPRAP 8. NO STUMPS OR OTHER DELETERIOUS MATERIALS ARE TO BE BURIED ON N DETENTION BASIN. SITE. o 12. REMOVE CONSTRUCTION EXIT PAD AND CONSTRUCTION FENCING. 9. ALL DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR N i 13. FINE GRADE, PROVIDE TOPSOIL, SEED, FERTILIZE AND MULCH ALL AND PROPERLY DISPOSED. Q) LL DISTURBED AREAS. N O 10. DRAINAGE SHALL BE MAINTAINED THROUGHOUT THE PROJECT SO AS NOT 0 .� f R I� •j� 14. WATER AND MAINTAIN ALL LAWN AREAS UNTIL GRASS IS FULLY TO CAUSE FLOODING OF ROADWAYS OR DAMAGE TO PRIVATE PROPERTY. o ,% -�• I;' ESTABLISHED. o 15. REMOVE ANY DIRT OR DEBRIS FROM STRUCTURES, BASINS AND ® Q v a� CHANNEL. W Li U o �.� H w 16. REMOVE TEMPORARY EROSION CONTROL MEASURES. O z tt U c� ri�� CGO OOD 00 {j Z e Laiz v CD Dcoi Q .�i •�' p p p D � o aZ cn 41 o 4" MINIMUM p0 �p5 �p- _ Q F- z O �or O` W � 0 os ��D OOp ' � � w NO.3 BROKEN OR 00� CRUSHED STONE PER CT D.0.T. D � o N vi m FORM 814A, SECTION M.02.01LZ O FILTER FABRIC N 0 a, Cu _ � o 0 cn`� �° CD (Qw CD N.T.S. uj cn Cc 0 CD 0 RE CAST CONCRETE UNIT 1 C/) z 7 ' 1' - 61 1' - 6 ' 7 ' • 1 NOTE: RIPRAP SPILLWAY SHALL BE CONSTRUCTED ADJUST FRAME ELEVATION D o NTH 18" INTERMEDIATE RIPRAP, 6" GRAVEL z � WITH CONC. BLOCKS OR � 54.5 c o 3 3 RICKS, 6" TO 12" BASE AND FILTER FABRIC IN ACCORDANCE �. 0 �� WITH THE RIPRAP DITCH DETAIL. D O co ro 61, m 61.0 F_ 6, 54.5 0 2' - 8 - ALL JOINTS TO BE 1 ' f � POINTED FLUSH & FULL 7.0 7 7 cr 7 6', m s PRE CAST CONCRETE OR a _<mo CONCRETE MASONRY UNITS (MASONRY -o �- 7 , �� d _rn /// I UNITS) J�Ptl V Co CO N 9.5 PRE CAST SUMP OR hN D SLAB OR EQUAL 3500 PSI 't �' '� 0 i ' •; m 4-= .4 1 ••d - a 6" OF 3/4" CRUSHED 61.0 Q 00 0 oa W g D le 1 • cn r ' NOTES. 4- ' o 1. MINIMUM COVER OVER TOP OF PIPE ��, h`b `O - 00 SHALL BE 2'-0 �� ,� EDGE OF INTERMEDIATE RIPRAP c ALL THICKNESSFRONT ELEVATION 2. WSUFFICIENT TO MEETLHS20 LOADING. SIDE ELEVATION STA. 20+60 3. WALL THICKNESS FOR STRUCTURES RIPRAP SPILLWAY A OVER 10 HIGH IS 12 FOR CONCRETE o T.F.=54.50 BLOCK UNITS. INSIDE DIMENSIONS F.L.=50.60•-18" RCP REMAIN THE SAME. m F.L.=46.00-18" CPE (s) 1 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. NOT TO SCALE 5. ALL BRICKS SHALL BE CONCRETE 31 " 16 � A sY�oa TV. N s W-e sn6 F.L-58.41 o'-B anb .type °'C-I." top and grate ,g Q to 3'-f 3/4• G7 W STANDARD PRECAST CONCRETE UNIT 4` BOTTOM WIDTH FINISHED GRADE 70" QRIFTCE F.L-52.00 EXISTING t8" RCP 3'-�" o 2 2, .2- 4'LOAM & SEED DEPTH I U) n FERTILIZER & MULCH 1 4" 7 SPACES @ 4"=2'-4" 4" MODIFIED RIP RAP PAD � N Class 'A'° F.L=51.33 a �1-0' Concrete `z 3'-0` " SIDE NOTE, STANDARDS GIVEN Wit- 3 ll o FRONT 18' INTERMEDIATE RIPRAP ARE FOR MIN, REQUIREMENTS, ACTUAL THICKNESS IS TO BE DETERMINED BY 1 > o CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED DESIGN, " AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH 2 " 1" MINIMUM 1/2'X3' STAINLESS STEEL BOLTS N 6' BANK-RUN GRAVEL BASE (D.O.T, M>02,06 31T X 4' BEARING BAR 3/8` X 1 1/27 END TYPE 'B' GRADATION) FUR MODIFIED AND TRANSVERSE BAR ® N O INTERMEDIATE RIPRAP. 5/8' ROUND BARS �y LIMITS OF PORTION OF BAR NOTES: FILTER FABRIC (SEE NOTE) SLOTTED HOLE FOR INSTALLATION OF C " TO BE REMOVE)1. ALL EXTERIOR WALLS OF CATCH X 1 END END TRANSVERSE BAR Q o BASIN WILL BE FACED, PAINTED TRANSVERSE BAR 2. AND GROUTED WITH CEMENT. 7 / I LLI Li! with Type *A'ype VIDEDRIN CATCH BASINBWHEROE 3/8' X 4' BEARING BAR " 0 (/��, 0Q Z Z HEIGHT OF STRUCTURE EXCEEDS Z • O p B FEET. o c 4-1 3. IN ONLALLPPLY FOURDWALLS. Z B [�1� Q U 4. RED BRICK NOT TO BE USED. N9TE1 5/8' IA. ROUND BAR Q a �+ !U a 5. IS U WHERE ED FOR SUMP NTH OPCRETE NOF (f)IT a Z a+�' THE UNIT SHAH BE AT LEAST FILTER FABRIC SHALL BE NIINWDVEN 6° BELOW THE BOTTOM OF THE CLASS c, 1fIIFH PERMITTIVITY DF NOTES: Q o 1/2' SMOOTH STEEL BARS PIPE OUTLET FROM THE CATCH A5 TO 01 SECS AND ADS OF l- � Z cn 41X8. OPENINGS BASIN. 0.43 Pm TO 022m AND SHAD. W cn 6. WHERE MASONARY CONCRETE UNITS p� pA� }egg-96, 1. FRAMES AND GRATES SHALL BE STEEL. o SPOT WELD B EACH JOINT 3/8' X 4 BEARING BAR ARE USED CORBELLING WILL BE LJ co PERMITTED. MAX. CORBEL TO BE 3'. 2. STEEL FRAMES AND GRATES SHALL BE GALVANIZED o NO PROJECTION SHALL EXTEND IN IN ACCORDANCE WITH M.06.03. SIDE OF LIMITS. N Ui o 3b 7. ADJUST FRAME ELEVATION 3. ALL METAL UNITS SUBJECT TO MANUFACTURING TOLERANCES. I �` TOP WITH 8. PROVIDE MINIMUM 2'CKS 6" TO '-0" OF 4. ONLY LOW HYDROGEN ELECTRODES SHALL BE USED. ® o COVER OVER PIPE AT BELLS �� Qj o 9. PROVIDE 6" OF 3/4" TRAPROCK 5. DIMENSIONAL TOLERANCES MAY BE +/- 1/16 . h, a d V UNDER EACH STRUCTURE AT BASE. 10. TOP GRATE SHALT... BE SECURED 6. WELDING WILL BE PERFORMED IN ACCORDANCE WITH TO FRAME. THE STANDARD SPECIFICATIONS FOR ROADS, BRIDGES r STAB 2�+10 RIPRAP SWALE STAB 22+35 $0 22+97 AND INCIDENTAL CONSTRUCTION. b21 NOT TO SCALE 7. ALL BARS SHALL BE WELDED AT ALL INTERSECTIONS NOT TO SCALE NOT TO SCALE TOWN OF SOUTH WINDSOR APPROVED TOWN OF SOUTH WINDSOR „ APPROVED cc STANDARD DETAIL DETENTION BASIN OUTLET TOWN OF SOUTH WINDSOR RIPRAP DITCH APPROVED STANDARD DETAIL TYPE A GRATE DETAIL o CD STANDARD DETAIL JUNE, 1997 REVISED: PUBLIC WORKS DIRECTOR - JUNE, 1997 REVISED: PUBLIC WORKS DIRECTOR co JUNE, 1997 REVISED: PUBLIC WORKS DIRECTOR 0 CD DIMENSIONS D I A, A B C D E F R-1 R-2 DWPATOR POOL W 10' APRON = 5' 12" 4" 2'-0" 6'-0 3/8' 6'-0 3/8' 2'-0" 1'-7 15/16" 1'-0 1/4" 9" • TRANSITION SECTION To �� 2 w TOP OF BERM MEET RIPRAP SWALE 15 6" 2'-3" 3'-10" 6'-1" 2'-6" 2'-0 5/16" 1'-0 1/2" 11 $ a c 18" 9" 2'-3" 3'-10" 6'-1" 3'-0" 2'-5" " - _..__ "� $� TOP OF RIPRAP 2' 1 -3 1/2 1' 0" ''�- / co -: 24" 9 1/2" 3'-7 1/2" 2'-6" 6'-1 1/2" 4'-0" 2'-9 3/16" 1'-4 13/16' 1'-2" BERM AS REQUIRED r' '' TO SUPPORT RIPRAP' r 1 a � m 30" 1'-0" 4'-6" 1'-7 3/4" 6'-1 3/4" 5'-0" 3'-1" 1'-6 1/2" 1'-3" - �`� 4 �� 1' 3' 36" 1'-3" 5'-3" 2'-10 3/4 8'-1 3/4" 6'-0" 3'-11 13/16" 2'-0 5/16 1`-8" , , z; EXCAVATE TO THIS LINE. �?• HORI- 1 c 2QNTAL SEC. B-B BACKFILL WITH RIPRAP 2" 1'-9" 5'-3" 2'-11" 8'-2" 6'-6" 4'-5 7/8" 2'-3 1/2" 1'-10" i5' SEE NOTE s `� 48 2'-0" 6'-0" 2'-2" 8'-2" 7'-0" 4'-8 1/2" 2'-4 1/2" 1'-10" t IL 2' 1.5' INTERMEDIATE RIPRAP 1 1.5' SEE NOTE 3 2 CENTER LINE SECTION � .' BERM AS REQUIRED TO SUPPORT RIPRAP (n N s (D 0 co R-2 C 1.5' ca I F' Rl " SEC. - .?3U D M C C BR a E _ Q a 1 '6 .� O O co r^ cd L A I "•.., ...r �, c �� 07�IMA��FI N IL PLAN SECTION Y-Y - A4PRofwa�E r• E BERM AS REQUIRED "�'' p obi Q?3' � SEE NOTE 2 N I TO SUPPORT RIPRAP m D ! R ,ram / I APRON co W� 1.5' E 2 c D 20 r\ -"� j I = a1i w fyggNKM�Nt ; E I 2:1 j (j CULVERT ,' 2:1 I H©RtzoNTAL I� ; SECTIONS DIAL * 1' J D �C III A NOTES: POURED CONCRETE CUTOFF WALL 4 �' A 2' S. M N, 2' y 1. ADAPTED FROM HEC-14, FIGURE X1-1. DR ARE CAST SLAB,ANCHORED TO CULVERT END 2. APRON IS NOT SYMETRICAL BUT IS WARPED TO MATCH THE EXISTING CHANNEL LOCATION AND - � HALF PLAN TO MEET THE RIPRAP SWALE. END VIEW 3. RIPRAP BASIN SHALL BE CONSTRUCTED OF INTERMEDIATE RIPRAPOVER GRAVEL AND FILTER SECTION X-X FABRIC PER DETAIL FOR RIPRAP DITCH/SWALE RIPRAP BASIN (SHEET SD-2). NOTES, JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIG❑T AS REQUIRED TO CONFORM TO PIPE, WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS, STRUCTURE SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 12' GRAVEL BASE, NOT TO SCALE TOWN OF SOUTH WINDSOR APPROVED 2� +50 CONCRETE CULVERT END 00 STANDARD DETAIL 72 _ _ ------- ------- _---_- - --- ------- -------- 72 DUNE, 1997 REVISED: PUBLIC WORKS DIRECTOR 68 N U {7 N m ss E E rn C O -8 I-31 CULEND.DWG 64 0 64 CL m O U7 O -a 60 is Q 60 rn a, m rn I f � f 41 N III � C a 03 olo 56 56 O O O r m > O N 52 _ PROPOSED GRACE WARNIN TAPE (12"-24" ABOVE PIPE) (D i 4 TOPSOIL APPROVED BACKRE PLA ED 52 N ` AND COMPACTED IN 12' LAYERS 7 O N O 48 \ ' 49 f_i, 0 N 1 O J1 44 EXISTING GRADE D Q U °J 4-4U p U) f- LLI 40 SQUARE MESH PERCENT PASSING BY WEIGHT (� pp z Z SIEVES M.02.06(C) M.05.01.1 40 O ❑ � Jo ! !] U V W z \ BEDDING AND BACKFl UP TO THE TOP OF E PASS 2 1/4" 100 ¢ Ui p o 36 .J IMPERVIOUS SILTY/CL YEY LAYER SHALL BE ROKEN PASS 2" 95-100 W tl 0 -0 -0c PASS 1 1/2" 100 36 z GRADATION C, OR PROCESSED AGGREGATE MEETING PASS 3/4" 45-80 50-75 J p p a PASS 1/4" 25-60 24-45 J PASS #10 15-45 c) �32 PASS #100 0- 0 2-20 32 LW... a' PASS #200 0-5 W (3) o 28 28 © (3 CD of af O a, � N a a� 24 d -60 _40 •--20 0 20 24 0 U a 40 60 cn G O MQ7 TYPICAL CROSS SECTION AND TRENCH i C) 0 co Y U7 Q O U` ► i I A 014. iGrr. FOUND FOUND i HELD i 1 IELtJ r rr, r�ttf7 t{i -. f[Yi t I I Lr i al ri}j r t s a'S d F„1�^ r.;3 I-?f ��a G�tr�` - Y SSIYSYf"i _f Ir i.i rtf rTr .r ys a o n r � fir, f"XY 'i: O r y � r ] 1r 00 I 'A', ; J SOUTH WINDSOR / r I: .� l TO rat jr•.'„` Le - SUj �_ry GORSKI DRIVE 30 DRAINAGE EASEMENTN4� t� , J IN FAVOR OF THE ;44 / � � � j TOWN OF SOUTH WINDSOR O O - / N I � (Z � o z � � ' I 134.00 SITF S` { N03109'04"E 134.00 - �, �'o MO N. MON. MON FOUND �� `� FOUND F01.410 330.33 {.. ; 8.00 N 7.974'1.l00i N 49681.29 N 4Sry753C �- _ i F.L. F£S = 50.71' ` / N0309 04 E / p� ;,r ��' c 49825.5101 r 49822.22 � � / jam;{ _. ,-.. / l � t \ \� r /� r. jL-•j ¢�.{ '.t I 5. ,, I, rl -S. i4 .�.Isi -T-^•- — .... / I / ,` � � r � '� r r�'S i S 1 3 - 1 ti S e li �L ryl iL 4 _'`y R r h-.. Sr's a ✓>.. ��.(a'�t .a r f�. '�J „� \ � t ,.:. . .•r•..:! :.1 t .,t.....�'r,t,.., ., T.,:'.`t- p_�'�.:.,... ,r.'�c c ,�r�,x a rl "s �' I-'''rr t 1' 4� VICINITY MAP U V (NOT TO SCALE) ® � \ / \ HUB & TACK r.. . - -- ----•---. , hA;l \ • str N 49717.91B�'NCH�,rARK F.L. 30" FES � J' I \� \ ~� �� \ �� `"09 - r / / ,/ W PER MAP REF � .�..r � 933 DLi�hl770N POND J f I � \ \ \ '� �' �' / \ NOTES.• Ua � �� ; � � j 1� `-_•� �, �` �'�� _ � `' \ ��•'' ---- �� f � �� .-- � 1. THIS MAP WAS PREPARED FROM RECORD RESEARCH, OTHER MAPS, d ```� LIMITED RELD MEASUREMENT AND FROM OTHER SOURCES IT IS NOT TO r-r / _ / 1 / 1 \` \ \ \�.� r \1• ,flq \ sue` J �/ f' ` `�-- � / � r BE CONSTRUED AS A PROPERTY BOUNDARY SURVEY AND IS SUBJECT TOF- .L. FES = 51.j3 - � � \ jR J"mr /� SUCH FACTS AS SAID SURVEY MAY DISCLOSE. f ` _ CONNECT)CU�STA 1VEY F HAS BEEN EEN PREPARED PURSUANT r0 7NE REGULATONS OF L j ` .s� \ '� J� / j / j \ ENCIES SEC77ONS 20-3006-1 THROUGH 20-300B-20 AND 774E STANDARDS FOR SURVEYS AND MAPS IN THE STA 7E' OF CONNEC77CUT AS ADOP7£D BY THE CONNEC77CUT ASSOCIA77ON OF LAND ' ! ` SURVEYORS, INC. ON SEP7EMBER 26, 1996. 3 IT IS A TOPOGRAPHIC SURVEY IN7ENDED TO AID IN SITE \ \ \ \ \ �\ ti , -. '`� f 1✓ ! ) PLANNING PURPOSES. 4. THIS MAP FALLS INTO THE RESURVEY BOUNDARY DEMRMINAT70N CA7FGORY. ' r / ! 5. THIS SURVEY CONFORMS TO CLASS T-2 VER77CAL ACCURACY STANDARD. )} l ! 1 / t 6. TH1S SURVEY DOES NOT DEPICT EASEMEN7S OR RIGH7S OF WAYS WHICH PT2 \ \ \ \\ ' �� \ '\ f I '/ 1 MAY EXIST ON 7HE SUBJECT PROPERTY. j R£BAR hl 49849,2539 4 } \\ \ f f / --�.�__�- J , / 7. BEARINGS DEPICTED HEREON REFER TO MAP REFERENCE NUMBER ONE. E -"9690.0374 � ; + 1 + \\ � f � ` � i ELEVA77ONS DEPICTED HEREON ARE BASED UPON Th'E FLOWLINE OF A 30" 1 389 40 — tit 1 1 1 1 � �� 5, \ ` / ! I I FLARED END SEC77ON ELEVA77ON EQUAL TO 5241' PER MAP REF. p ji 60 MAP REFERENCES. 1. TOPOGRAPHIC & CONSERVA77ON PLAN PREPARED FOR A.G. BUILDERS, CO. 1052 MAIN S7REET NEWlNG• I TON, CONN. FOREST VILLAGE SCALE AS NOTED DA7E'D FEB. 1985 REVISED TO 4120186 BY- KIRAN ENGINEERS, INC. ENFIELD, CT.. 2. DETTN71ON POND OU7FALL EROSION REMEDIA77ON PLAN FOREST f VILLAGE SUBDIVISION SO. WINDSOR, CT DA7ED 1-11-99 SCALE 1- 20' REVISED o TO 1126199 BY- F.A.HESKETH & ASSOCIATES, INC. EAST GRANBY, CT., a I / f 1 0 �-•co l3ru/7!lt7l F1!~rl.flhtlJ r'..•',lll:t -y. ---� ram•- J` '> O l > C PER MAP REF, #,I. 100 r,.AP f!._000 ti.c`Vi71rCJr�f j4'_-t PER &;AP RE #.l. UPLAN051--err-J \` \ U o � (� \� J ALFTL�tAiOS CL :off a u- o U o p � \� 0 0 Q ZCn L 521.48 — -- \ ~ � N0725'48'E o 11 GRAPHIC SCALE s SURD Y CLOSING LINE , o h : T'+ zo PROPERTY LINE IS o o io zo 40 80 ; - ALONG � BROOK { IN FEET ) - 1 inch = 20 ft. ;:' _ ---. ..-. �`�•-•,` -% 9ROOK �` TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS a� DEPICTED HEREON � 7N1S MAP IS NOT VALID WITHOUT 774E LIVE SIGNATURE AND IMPRESSION o ^� TYPE SEAL OF THE LAND SURVEYOR WHOSE SIGNATURE APPEARS HEREON. `n CD �. D TODD',SiN,ESKEIN LS 17945 Y Q o \` i