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HomeMy WebLinkAbout04-42W_HIDDEN WOODS SUBDIVISION_SOUTH WINDSOR1640 5U-LIVAN AVENUE • SOUTH wINOSOk, CT U6074 TELEPHONE (860) 64+2511 MAP-Lar OWNER ADDRESS 104-5 Dwight A. & Alexandria 80 Dart Hill Road S. Windsor, CT 06074 S. Forrester 104-6 Francis A. Jr. & 70 Dart Hill Road S. Windsor, Cr 06074 Timothy P. Carcia 104-7 Robert W. & Helen L. 60 Dart Hill Road S. Windsor, Cr 06074 Corcoran 104-8 Donald L. & Helen M. 52 Dart Hill Road S. Windsor, CT 06074 Cantwell 104-9 Carol A. Brodeur 40 Dart Hill Road S. Windsor, M 06074 104-10 Paul Leo & Lucy M. 28 Dart Hill Road S. Windsor, CT 06074 Prevost 104-14 Susan B. Mullen 29 Dart Hill Road S. Windsor, Cr 06074 104-15 Patricia Z. Abbie & 41 Dart Hill Road S. Windsor, CT 06074 William F. Zanks 104-16 Thomas P. Powers 51 Dart Hill Road S. Windsor, Cr 060.74 104-17 Citicorp Mortgage, Inc. 104-18 Dean A. & Carol A. 69 Dart Hill Road S. Windsor, Cr 06074 Collins 104-19 Albert M.xino 79 Dart Hill Road S. Windsor, Cr 06074 104-20 Kenneth & Sharon 89 Dart Hill Road S. Wing, CT 06074 Fitzgerald 104-21 David Pollack 25 Hamlin Drive W. Hartford, CT 06117 Ina-99 Town of South Windsor 1540 Sullivan Ave. S. Windsor, Cl? 06074 10.1-23 Richard E. eve 75 Paper Chase S. Windsor, CT 06074 104-24 Thomas C. & Elizabeth 63 Paper Chase S. Windsor, CT 06074 R. Davoren 104-25 Joseph L. Pelletier 57 Paper Chase S. Windsor, CI' 06074 104-45 Tbwn of South Windsor 1540 Sullivan Ave. S. Windsor, cr 06074 104-52 Angelo J. & Joann R. 173 Fairview Dr. S. Windsor, Cr 06074 Alleano 104-53 Thereas S. Prestileo 24 Mara Trail S. Windsor, C.P 06074 104-54 Ruth S. Dileo 32 Mara Trail. S. Windsor, CT 06074 104-55 Thomas A. & Suzanne 40 Mara Trail S. Windsor, CT 06074 R. Stecko I nn _C.r ,i.VY"-JV Thnmac r V-QIT+nn yaavr..., u. •mow. w.. IP; Nrara Trail S. Windsor. CP 06074 .... .«�-. ..�-.-- -_ _- 104-57 Carol R. Miller 29 Mara Trail S. Windsor, Crr 06074 104-58 Ivars Maidelis 11 Mara Trail S. Windsor, CT 06074 104-59 Marlon E. Starling 141 Fairview Dr. S. Windsor, Cr 06074 Sr. ' 104-60 Saul M. Levine 129 Fairview Dr. S. Wirysor, CT 06074 104-61 ,-,.___*,.. iucharu K. oc ralt.LJ.y q," 'o_4..,;,,.., r� a TA74,,7�r,r nP nAA A .L/ V CXJ_ V 1.GW SAL. U . N." adsor , M. vvv , z Olson 104-62 Stephen C. & Sylvia 105 Fairview Dr. S. Windsor, CT 06074 J. Yoder 104-63 Martin J. Molloy 91 Fairview Dr. S. Windsor, CT 06074 104-64 David G. & Gayle A. 77 Fairview Dr. S. Windsor, CT 06074 Brown 104-65 Irene R. Pisch & 65 Fairview Dr. S. Windsor, CT 06074 John Lareau 104-68 John J. Zanks & 41 Dart Hill Road S. Windsor, CT 06074 Patricia Abbie 116-4 Manuel D. & Dolores 18 Niedelwerfer Rd. S. Windsor, Cr 06074 D. Pereira 116=5 Everett Lrovering Jr. 8 Niederwerfer Rd. S. Windsor, CT 06074 116-6 Georgann R. Roche 152 Dart Hill Road S. Windsor, CT 06074 116-7 John. & Ann J. Collins 160 Dart Hill Road S. Windsor, CT 06074 1.16-8 Roland W. & Ralph D. 170 Dart Hill Road S. Windsor, CT 06074 Schtiei.der 116-16 Neal R. S. & Cheryl 54 Paper Chase S. Windsor, CT 06074 E. Goldberg 116-17 Russell & Yung Avery 60 Paper Cease S. Windsor, CT 06074 116-18 Roberta M. & Edward 66 raper Chase S. Windsor, CT 06074 G. Yush 116-19 Robert N. Tower 72 Paoer Chase S. Windsor, CT 06074 116-20 John J. Bimonte 127 Dart Hill Road S. Windsor, CT 06074 116-21 Glenn A. & Marlene 117 Dart Hill Road S. Windsor, CT 06074 Dickison 116-•22 Marc C. & Tina Marie 107 Dart Hill -Road S. Windsor, CT 00074 Fleming 116-23 Clifford H. Fisher Jr. 88 Dart Hill Road S. Windsor, CT 06074 116-24 Alice G. Donlon 100 Dart Hill Read S. Windsor, CT 06074 116-25 J. & Yvette 110 Dart Hill Road. S. Windsor, Cr 06074 _Lawrence Girardin 116-26 Moha7rnncd K. & Jahan 122 Dart Hill Road S. Windsor, C`.r 06074 Akhte Hussain 116-27 Colette P. S`witaj 7 Niederwerfer Rd. S. Windsor, CT 06074 116-'28 7- c_ T •„ ,— riLI It:=k.. ul. a A_XAU.Lu G ATi d.7orc.rc�rfar Rri B , Wj nrlSgrr CP 06074 iJ ♦.1t ..v +.,�.�•++ F. Renpel 116-65 Russell E. & Susan 10 J..�ellog Circle S. Windsor, Cr 06074 Fiore 116-66 Randy & Starr 8 hellog Circle S. Windsor, CT 06074 Lichtman July 1, 2004 Certif4d #700205100 Ms. Judith Eckhouse 105 Mohegan TraJ South Windsor, CT 0 RE: Appl. #04-42V To Whom It May Com At the June 16, 20041 approved appliciltion I WHand/Conservatior ato rnwaW structures Road. RR - Rural Ida 4. On& blueprint submitted to tr to any constru Commission 9 2. the applicatioi any liability, wl 3. The permit is s landownar(sVi Commission o 4. Ali approvals r S. A contact pars Very truly yours, INLAND WETLANDS CONSERVATION CC aw /dr CC: Chief B441ing 11 10 11�T,e of Survey: COMPILATION PLAN Dounda_r_y Datermi nation C ategoT y: N/A Class of Accuracy: IDS Not a field survey To my knowledge and belief, this map is substantially correct as noted hereon... This survey w is prepared purs:l,3rt to the !Regulation of Connecticut State I'Arencies Secticn 20-300b--1 y through 20-30Cb-20 arc! the "Standards for Surveys and Maps in _the State of Crnn�ticut" as adopted by the Coc rr. cti cut Association of Land Surveyors, Inc., on Sepll,. b .r 26, 1996 `;arr?s E. Aesr.bii an LS W1.4201. RECEIVED AUG 0 4 2004 South Windsor INLAND WETLANDS AGENCY CONSERVATION COMMISSIOt4 100 50 0 100 Graphic Scale - In Feet ZONE = RURAL RESIDENTIAL (INTERIO)R LOT F-rnyi r7ar1 Trot Area (s.f.) 80,000 87,889 (min.) Lot Width (ft.) 262.5 300+ Lot Depth (ft.) 200 300+ Max. Stories 2 1/2 2 1/2 Height (ft.) 30 30 (max.) Lot Coverage 10% 10% (max.) Front Yard (ft.) 50 75+ Rear Yard (ft.) 50 50+ .qir3e Yard (ft.) 20 50+ AREA OF SUBDIVISION = 243,539 s.-.. or 5.59 acres OWNER: DAVID POLi.ACK APPLSCAtU: IAWRENCE A. FIANO 25 HAMLIN DRIVE P. 0. BOX 778 WEST HARTFORD, CT 06117 MANCHESTER, CT 06045 LAND SURVEYOR: AESCHIIMAN LAND SURVEYING 345 BELL STREET GLASTONBURY, CT 06033 SANDS E. AESC EMLO, L.S. ##14201 r;LVCi11VlStj!<: CE7 riVGllvr,r.i<i ivu 203 BOSTON HILT, ROAD ANDOVER, CT 06232 GERMD E. HARDISTY, P.3]. #15974 KEY MAP H l UUt N `1i'�'VWZ0 �VOLA v 10i OIN PREPARED FOR LAWRENCE A. FIANO SOUTH WIN DSO :? , CONN . l;w Z-Zg-ice G.n..✓�e`.,lLV,I-r1D-1 CowtWICSSrbr..d J1l�r'�'-�'�rl�.. `-��•.l,yy:•:-%'L� cop" cows.rT075 r�,.1J• Z>Co-�tS APPp-OVAL_ co+tiN,�orrTS eEv 1-2-95 `TrA1GF corimr=i-rr-5 Q�V, �z-29-9-1 S-I-AFt~ �o�MEtil"c's AESCHLIMAN LAND SURVEYING 245 BELL STREET GLAETONBURY, CT 06033 (86C) 659-4881 Date 8 - 7 - 97 IScale I" = 100' Map No. 9 70 71 - 1 SHEET I OF 4 SHEETS _ - 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 8601644.2511 CERTIFIED MAIL December 24, 1997 CORRECTED LETTER (Removal of condition #2) Lawrence A. Piano P O Box 778 Manchester, CT 06045 Dear Mr. Piano: Re: Appl #97-87P, Hidden Woods Subdivision At the November 19, 1997 regular meeting, the Inland Wetlands Agency/Conservation Commission approved appl #97-87P - Conservation Plan approval for the subdivision of 5.59 acres to create two lots to be known as `Hidden Woods" on property located easterly side of Dart Hill Road, southerly of the intersection of Niederwerfer Road and Dart Hill Road, RR zone as shown on plans prepared by Aeschliman Land Surveying, Map No. 97071-1 and dated August 7, 1997. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. '2. The application shall indemnify and hold harmless the Town of South Windsor against any'liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on November 19, 2002. It.has been IWA/CC's policy to notify land-wner(s)/applicant(s) of expiring wetland permits. However, it is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. We recommend a bond is the amount of $2,11M to be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 7. The common drive for the first 200 feet is a constant 10% straight up. Waterbars shall be placed at 50400t intervals to divert runoff to the side of the driveway. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION a Elizabeth A. Warren, Chairman EAW/pmm Cc: Chief Building Official Ui Planning & Zoning Commission aC Towr Engineer G� Aeschliman Land Surveying Q N r �> +540 SULLIVAN AVENUE - SOUTH WINDSOR CONN Or, 1.4 AREA CODE GGO 1644 ZS++ _ January 15, 1998 r% 3 CERTIFIED MAIL - VoID - Lawrence A. Fiano P O B 778 U L E"fif / ox Manchester, CT 06045 Sc1L APp►� A Mr Dear Mr. Fiano: 9ATE © / Re: Appl #97-87P, Hidden Woods Subdivision We are pleased to advise you that the Planning & Zoning Commission voted on January 13, 1998 to approve with modifications appl #97-87P - Special Exception to Article 4.6.1 Z of the zoning Regulations and subdivision of t 5.59 acres to create two interior lots to be Q known as `Hidden Woods' on property located easterly side of Dart Hill Road, southerly of the intersection of Niedenverfcr Road and Dart Hill Road, RR zone as 'shown on plans prepared by Aeschliman Land Surveying, Map No. 97071-1 and revised through January 2, 1998. This approval is subject to the following modifications: I. This approval is for 2 lots, number 1 - 2. Q 2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 3. Ail lots shall be served by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. 4. Water shall be supplied to this subdivision by wells. S. This application is subject to the conditions of approva'. of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $2,000. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town or South Windsor. 7. All casements for conservation purposes, drainage or utilities, that may be required 7. All casements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance or building permits. All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; al! deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 8. Footing drains are required for each house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of I' " 40', shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the floor footing drains. No building permits will be issued until the proposed contours, elevations and location of footing drains have been approved by the Town Engineer. 9. If, for any reason, finished grading and other individual lot site work is not Q 0- completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of Q N a Certificate of Occupancy. r 10. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding, and all bonds shall be posted prior to filing the plans. If the developer chooses to submit a Letter of Credit for a one-year term, in lieu of a surety bond, said Letter of Credit must be renewed on a yearly basis until completion of the development. if a new Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter it is holding. 11. A drainage assessment fee in the amount of $100.00 shall be submitted to this Commission. 12. No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. 13. The increased driveway radius (25 feet) and emergency vehicle turn -around must be incorporated into the final plans. 14. A copy of the approval to construct a driveway across the Connecticut Light & Power right-of-way must be submitted prior to issuance of building permits. 15. The enclosed Special Exception form must be completed and filed in the Town Clerk's' office. The soecial exception will take effect upon riling. Black and white transparent mylars of sheet 02 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letter of approval of this Commission inland Wetlands A en /Conservation Commission as well as WPCA must M 1 4. 44 S 2° As N/F THOMAS P, POWERS �V� 01,C SIOUA W4 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074-2786 ~Dsor.co"� AREA CODE 860/644.2511 FAX 860/644.3781 August 3, 1999 CERTIFIED MAIL Mr. Lawrence Fiano 30 Old Trail Rd. Glastonbury, CT 06033 Dear Mr. Piano: Re: Appl #99-38P, Hidden Woods Subdivision We are pleased to advise you that the Planning & Zoning Commission voted on July 20, 1999, to approve with modifications application 1/99-38P, Resubdivision to create two (2) lots to be known as "Hidden Woods Subdivision" on property located on the east side of Dart Bill Rd. south of Neiderwerfer Rd., RR zone as shown on plans prepared by Aeschliman Land Surveyors, project # 97071-1 and revised through 8/7/97. This approval is subject to the following modifications: 1. This approval is for 2 lots, numbered 1 and 2. C/� 2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. /CO 3. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to / the approval of the Water Pollution Control Authority. �A 2/O 4. Water shall be supplied to this subdivision by wells. 5. A liability insurance policy :hall be sebnlitted to this corn;aiss;on naming the Town of South �n Windsor as an insured, with the amount of $1,000,000. a combined single limit for bodily injury and/or property damage in C� 6. This application is subject to the conditions of approval of the Inland Wetlands (1 Agency/Conservation Commission, including a bond in the amount of $2,000. 7. Prior to commencement of any site work, a preconstruction meeting must be held with Town Staff. O` 8. All plans used in the field by the developer must bear the stamp and authorized signature of the ,� 1/G Town of South Windsor. O S O 87, 813 9 S . F. 2.0177 ACRES O g T ON be reproduced on the mylars. R After the mylars have been signed by the Commission, they will be returned to you for E �� filing in the oirice of the Town Clerk by May 2, 1998. After filing these plans, a copy of the receipt must be submitted to the Planning Department. / T Very truly yours, N PLANNING & ZONING COMMISSION Frank A. Castro. Chairman Type of Survey: SUBDIVISION Boundary Determination Category: DEPENDENT RESURVEY Class of Accuracy: A- 2 To my knowledge and belief, this map is substantially correct as noted hereon. This survey was prepared pursuant to the Regulations of Connecticut State agencies Section 20-300b-1 through 20-300b-20 and t-he "Standards for Surveys and Maps in the State of Connecticut" as adopted by the Connecticl..t Association of Land Surveyors, Inc., on September 26, 1.996. Randy, F_ A-_ c_hl inlan TS i114201_ ti� al (n' A;; sv ell -TONI N F T H OM AS O N� ANN E GTE CK SU o 00 0 NiF qL eE�, T M,q R/NO f� g�t��rUr`L 155, 650 S. F 3.5732 ACRES O/Aiko' OF SOUTH w1N O SOR Reference is made to maps titled: "Boundary survey Prepared For David Pollack Dart Hill Road South Windsor, Conn." Dated 01-12-95 Scale 1" = 60' by JC Scmmlers Associates, Inc. 25 Terrace Drive Vernon, Cr and "Easement Map Prepared For Marc C. & Tina Marie Fleming 107 Dart Hill Road South Windsor, Connecticut" Scale 111 = 40' Dated April 4, 1997 by Dubiel Associates. 9. All easements for conservation purposes, drainage or utilities, that may be required in connection with the approval of this subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved by the Engineering Department and Town Attorney. 10. Footing drains are required for each house. Prior to the building of any structure on a lot, a topographic map, drawn to a scale of 1" = 40', shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains. No building permits will be issued until the proposed contours, floor elevations and location of footing drains have ` been approved by the.Town Engineer. I 11. If, for any reason,' finished grading and other individual lot site work is not completed, the Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. This 1 cash bond must be submitted prior to issuance of a Certificate of Occupancy. 12. The Town Engineer has recommended a bond in the amount of $3,500 for subdivision improvements. All bonds shall be posted prior to filing the plans. If the developer chooses to submit a Letter of Credit for one-year term, in lieu of a surety bond, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been received within 31D days before the expiration date, the Commission may, at its option call the Letter it is holding. 13. A drainage assessment fee in the amount of $100 shall be submitted to this Commission. 14. No building permits will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. 15. All previous approval conditions from the 1/13/98 approval remain in effect Black and white transparent mylars of Sheets # 2with the above modifications, together with three blueprint copies of the entire: set of plans (including architectural elevations) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. After mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk by October 22, 1999. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, ,2�,,. act," d24, Sue W. Larsen, Chairperson Planning and Zoning Commission NXF kENNET t Syq RON FAT DOER /� © E4 SEMEN T V ?• Fq 0& S ZZo z � sl R\GH' OF OF Q `� -9oe � s Zo o . 1 3(.4 �Po EASEMENT IN FAVOR OF I MARC & TINA MARIE FLEMING Fa0 b 4 ; 9oe NiF TINq M A RC qR�E is F�F MiNG Nip Mq RAF ENN NE p� q• & ck�SON zr�g Zan "C 3a. vl con.& TOWER ROBER'T P1. NSF 5 �� E MUSGR pv R�CNAFtO u 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 09074 *.tbdo� coyd`� AREA CODE 060 f 644.2511 February 10, 1998 Mr. Lawrence A. Fiano P. 0. Box 779 Manchester, CT 06040 RE: Hidden Woods 2-let Subdivision " Dart Hill Road SOUTH WINDSOR, CT Dar Mr. Fisno: The South Windsor Wader Pollution Control Authority, at its regular meeting of FeMwr 3, IM, gave Conceptual approval for oonnoction to the Town's sawevege tyeka of two ro6doattsi baildiask an ooze specifically shown on picas entitled "Topographio and Sediment A Erosion Co" Plan, Hiddea Woods Subdivision, prepared for Lawrence A. Fiano, Sotto Windsor, Conn." by AesotHoan Land Suneyieg, Glastonbury, CT, Droving No. 3 of 4 dated 9/7/97, revised 12-5-97, and subject to the following conditions: 1. Technical approval of the Town Engiuessiai Dopatmeat. 2. Final Authority approval and woeptoaoe of 1N aanitay sowarago ooroeaticsl w71 M givan oaoe the sewer line has been installed and iaspwbd fay &a Town staff sad based spa the arms verification of the Town staff dial sail sanitary sewer line was iardltled it sailstarttiai confbi msnx with the design plans previously rlilpsoved by the Authority, sal meeting all Town regotations and appropriate tochniol specifications relating to sanitary sewer asastraciion. 3. Auxiliary electrical connections thall be provided at the exiaior of both bosses. 4. Sower benefit aaatmonto shall be payable ea both lob following review and approval of calculations by dw Wow Pollution Control Ardtotity. s. Eaements in a form aoceptable to do Tows Moray shall be provided, will parli War ditintion to ensuring that systems for lit #2 will be oblew function eves if sysboe st Lot M KO not ' functioning. 6. Sewer profiles and additional engineering design details for the pump systems shall be provided. 7. This approval letter mast be superimposed on the final approval plans. :Tt(210 ly yours, Thomas in son, Chairoran Water POIlutioa Control Authority LE(]'END. • Existing Iron Pin O Iron Pin to be set SUBDIVISION PLAN HIDDEN WOODS SUBDIVISION PREPARED FOR LAWRENCE A.FIANO SOUTH WINDSOR, CONN. ftu 1-24-o4- Ceuf4AuwTIVIJ C-aINA4iAP. ,vo J 4 p;vrovQt �•anwtt-,1'r> tL49%) 3- 4•-11 viPcA CpmmiUyfg Qgu Z-G-98 hPP12oUA- c-eW, rnrL"TS pi`U I-L-98 s-rAr p, Ce>"t Ie_"T-j e480. tz-Z-9-9-7 STA(--r Com -% -rS t2EV. t2-S-9-7 SiAr-_ • Cot- qt:="T•S _ AESCHLIMAN LAND SURVEYING 345 BELL STREET GLASTC NBURY, CT 06033 (8',30) 659-4881 Date 8- 7 - 97 Scale I" = 401 Map No. 970 71 - I SHEET 2 OF 4 SHEETS All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. Water shall be supplied to this subdivision by ir%Aiviavat oh --stye Well-, A fire hydrant, if required, will be subject to the approval of the Fire Marshall of the Town of South Windsor. Existing trees shall be preserved to meet the street tree requirement of the Town of South Windsor Subdivision Regulations. An individual shall be identified on each plot plan as the contact person responsible for Erosion and Sedimentation Controls. See Sheet 4 for additional notes and details. 0 00 'T � - N CJ �yo - 3SQi- - �ti - 3-11 do _ 0 r- 3 1NO� AS E NSF nt ___ _r r+..-_----. •r .. ram.-. .. r.nr�� ��n MAY0M%5 `'� SICjIiT <Ia►L C�tg-snr.tiGtr AT IO riL61� CiX�C Gyt' t'AQ.T u�L� QoAp To t\Q OP)JCCr 1t:\r AT of 3 To 7uG LEFT \S 5q6' + AQD -TD -rIJE: iZi(;i)T 15 3cG1 .4 ' as \u -fU G C5" \z -3 t -9-1 / �g5 M'v r'�u N/F TH OMAS R POWERS \ 5 M S• Q PLI S n r�T�r��cTrv�b BURTON ,/ INSF THOMACKa gUZNNNE StE RICHAR� EMVS�RAVE Enviroment/one grinder pump Model GP-212 or equal to be utilized. Pump to be installed in the basement of each proposed house. p0wr._t2 -TO fit- G.C,-U US4_T TO Pu M P F'OM Zgs, M �•5.D La �(F ''°`P -T- Ca►.bST�uGT 01.E ��JhQ, �� .In C 1.1TRAtJG s~ EASEMENT IN FAVOR OF MARC 5 TINA MARIE FLEMING PROP S /T 3�s 4q •c5o 107---3a2--- E k t5"Tt�1cj cou-cov2 3`i2- P(zo �o ` Eo Got.�-Coc�t2 �l =am= '5ivT rEV�Cr-- [ NAY 13AL.S'S a � Eoc,c E x►�-rt►sct wvap\ PROPOSED RETAINING WALL (See details on Sheet 4 ) i'"�J. ir'2�Po5�_D LtMt�f of Lc_F_A2161�\\.�. 0 IrZOU PlhN -ro scS(2:C NSF nM qRO Nq � qR/E )'�IEI M/NG lV of Mq R` �� �p-'V A. 3q o ` / /CkI N Zcs / • C ' 3q,L S ®° '06r RT N TOE --_ Zt''5 SEDIMENT TOPOGRAPHIC & EROSION and CONTROL PLAN HIDDEN WOODS SUBDIVISION -Z("o PREPARED FOR L,AWRENCE A. FIANO SOUTH W I NDSOR) CONN. I?�i)-t-Z,4•aF Ca.45i;r?.uq.T�a..r. Cowtiwt6h�rcy gDpQovfl�-- CbvtW,r`...Ct'` aEl! Z-(v-�I$ IiPPRav0.�- CoMM��.iTS rzeV, i- 2-'r$ STpprt GaMM„�'t 5 V_CV.17--Z9-ct-t STAFF GdM,Ht<�JTS QEV• iz-S-9ri YrAFF cornc� -rs AESCHLIRgAN LAND SURVEY11MG 34E BELL STREET GLASTONBURY, CT 06033 (E 60) 659-4881 Date 8 - 7- 97 ScakE I = 40' Map No. 97071 - 1 SHEET _ OF 4 SHEETS S EXISTING PAVEMENT SAW CUT AND SEAL JOINT ' a (COMPACTED) CLASS2 BITUMINOUS CONCRETE SURFACE COURSE (OR MATCH EXISTING, If GREATER)M•04 (COMPACTED) CLASS I BITUMINOUS CONCRETE BINDER COURSEtOR MATCH EXISTING, IF GREATER) M•04 t"(COMPACTED) PROCESSED TRAPROCR BASE.- M.05r01 S-(COMPACTED) PROCESSED GRAVEL STOASE OVER E•+C— SACKFILL) MTC2 GEO U^ CRAB SE 1 TRENCH NUTe5 WIDTH I I VARIES 1 1. ALL SAW CUT AND SEALED JOINTS TO {.,��.. BE EITHER PARALLEL WITH OR ►ER►EN- DICULAR To, THE CENTER -LINE OF 11 SEE TYPICAL THE PIPE. TRENCH 1 2. SECTION 1 ALL MATERIALS ARE TO MEET I I FORM 8I4, Al AMENDED 1 I 1 4, 4, SECTION N.T. S. PERMANENT PAVEMENT PATCHING DETAIL E,CISTINGI PAVEMENT - 2• rCOMPACTED CLASS 2 BITUMINOUS _ CONCRETE SUR�AC£ COURSE - M D4 •, _ -- .p- aka /----__ • °'• T' ((COMPACTFDI PROCESSED 7RAPROCt BASE - M.OS.QI A • 0r4 ,•% I� 6; (COMPACTED) PROCESSED GRAVEL SU6BASE OVER CO PAACED SUBGRAD£ BACKFILL M,02-GRAD. 'B' I o o•;,J: p o (TRENCH ` dACICFIPLACED IN 12' LAYERS I --APPROVE) AND CONMtPACTED ((OR AS OTHERWISE APPROVED) THAN S" ( (/ TRENDT NO STONE LARGER VARIES 1 �I I TRENCH SECTION ( - � I ( IL SECTION ppppT�EESS MATERIALS ARE TO MEET FORM $14, AS AMENDED. _ TEMPORARY PAVEMENT PATCHING DETAIL LAWN/ STREETS/ CROSS-COUNTRY PAVED AREAS PAVEMENT PATCHING SEE NDETAIL TOPSOILOSOD OR SEED 4 "er,.rr ••Qd; — APPROVED GRANULAR NON - r;{ld;v•..;b�,V:ij;:�.• ORGANIC BACKFILL MATERIAL O PLACED AND COMPACTED IN 12" .. ;00•' I 'Q•ba. ONE FOOT (I')(MAX.)'LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AM&NDED, PLACED 12-"(MIN.) T024 (MAX.) ABOVE TOP OF PIPE. SAND BLANKET .' �; '}" •';; ice`,' IL"MIN. PIPE AS SPECIFIED 1/20 D. �' •: '' PIPE ;.';..:,;a• { P' •"y �' 3/4°BROKEN TRAPROCK 1/2D.D. PIPE /1; O$, fJ °�??"`t l i ' ✓III ' B"MIN. °;i;I� •N, O. D. 12 PIPE I2 - SECTION N.T.S. I TYPICAL SANITARY TRENCH 1 • I ovutJ+,n fi06v HAY BALES til QD• . FILTER -+ FA-MRIG WIRt3 McSH N i FF_NG1NG ' ' a oas*m toot 24"MIN. o, r� M-M SILT FENCE 4.Figure 7-8 - Catch Basins 2x4 wooden stakes driven '' ^3e1-Eii, min, of 12 inches into s o v RA:_ �� •�+� � �•' 4 the ground -�•_ +► Filter fabric �. �:'t'.:: 1 ram:- Wooden latera}' _. ^� . :,'' 1'• r. �� tucked ':: .,• .' cross braces as needed W into •. � ..l"i�,• i' �t -` pLoW �;eLI oW grade -�' 1'' � : Flow Flow ;. 'k ZR^- AacNorZ WITH�'lo 1100 ,. Catch Basin v r-s r-Acts.Lr_ . 'Silt Fence Installation at Nay Bale Installation at Catch Basins Catch Bat Ins S.ab A wr It IR. FAame % � l , 4ti ISTINa _tt _ SI►� tutor wrtC, Q, M ICAL PUGM I• + . G'rUTI t. 10• 1 •L ••. �•� ., . tie. .. Sd73i.lAtn last" ea Nutt" Toms .N«114 as% M [sates. halal SEDIMENT' CONTROL . K $qc its" a►oeu 1s µ„a4 in a CNIst:Rotsaee a1 it., Tuba" "Gat fuse." C-4taae.t4 A —%4 to tq ISO" .,may. _ �- . • \ � ol.,EaY �• — \ R t..t rF..l.t . ta• h_1 oeaa.r/ry teatt.l .rec4 A.r. "vials" to revut it— ":—�,� c:,dL..t r.-tat •i '�- :r• t.quiredlre4. Bari iF.alnprequired. jeVIiAEJT tilt t.... aal).tt.4 to 1 ke.q 1e.4e ta. be r.l.t.rt. Visit tare testa .ot or aa« t'JTf. Source: U.S. Department of Agriculture, Soil Conservation Service,.Storrs, Connecticut. EXISTING . GROUND..ELEVATIOt r IV f� sit.•.: i •.--�- - y a,t ,. .e.�,�..�4�.. �,�..t�:i ti.•:+...:' � •,- ,' ;;. -12 + t .::•_'. =.GRASB • t . - 6" COVER tN. S'ARE'S. . ,... :::. r :, .. • > • � t' .., �- Ems•- 1� ell. :li .�•�•�!' •� �I, •'� ' 0.EANOUT• AS CONCRETE ANCHOR MANUFACTURED BY 2URN OR. APPROVED EQUAL WATERTIGHT THREADED PLUG'�'.f,>:" NEOPRENE CASKET CONNEGTION``,i SCHEDULE 40 PVC PIPE ADJUST TO GRADE BY SETTING. • . ; '° ' VERTICAL PIPE LENGTH ..Standard Bend 04). ' I •' '�z Standard Wye. OY10 - Iy4iSanitary Lateral 7 � r FLoM1 TYPICAL SANITARY •CLEANOUT CONSTRUCTION ENTRANCE (E ELEVATION SECTION N.T.S. TOWN OF SOUTH WINDSOR MANHOLE OUTSIDE STANDARD DETAIL DROP INLET - JANUARY, ISSI R[rla[o1 Narrative: Hidden Woods Subdivision is a 2 interior lot sut division of an existing parcel of land on the east side of Dart Hill Road soutr of the intersection of Niederwerfer Road & Dart Hill Road. It is woodec parcel, gently sloping toL•,rard thie south with an existing C.L. & P. easement n nning through the middle of the parcel east to west. Lot 2 will have an access S utility easement over lot 1. 4 General Construction Notes In general, erosion and sedimentation control and restoration measures shall conform to the Guidelines for Soil Erosion and sediment Control - Connecticut" published by the Connecticut Council on Soil any. Water Conservation, Jantrlry, 1988, and to the Town of South Windsor Requireimnts. Installation of sediment and erosion controls sL.ch as hay bales and silt fences shall be established prior to commencing land disturbance activities. All sediment and erosion controls structures must bE! monitored and maintained by the owner and contractor until the soil surface is stabilized. If necessary, lateral diversions shall be installed across the graded driveways to prevent downslope outwash and erosion. All areas disturbed during construction shall lot loamed with 4" of topsoil, seeded with perennial fine -textured grasses @ 2 1/2 lbs. per 1000 s.f. and mulched with straw @ 100 lbs. per 1000 s.f. TemXbrary seeding, if necessary, shall take place from March 15 through June 15 clr August 1 through October 1. Permanent seeding shall take place from April 1!)through June 15 or August 15 through September 15. Limits of tree clearing shall be flagged in the field and approved by the TO'%7n Staff prior to cutting. Stumps shall be chipped on the site or removed. They shall not be buried on the site. APPROVED Sanitary laterals to be 1'/4" PVC ScH, 4•0 P4 C -1 .) I C •0 [. DIRECTOR Foundation and roof drains to be 611 PVC pipe. �LEYATION - - N.T.S. NOTES: 1. TOPSTEPTOBEA MAXIMUMOF 12" BELOW TOP OF MANHOLE FRAME S 'COVER ELEVATION. COLA APPLIED 2. IFTOTAL DEPTHS TEN FEET OR GREATER, RO,aq RUN" ,ITU"I"Ove CERTIFICATION OF H40 LOAD BEARING emir. JOWT .[ALEP CAPACITY SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL PRIOR TO INSTALLAT ION. ALTERNATE JOINT S. SEE MISCELLANEOUS MANHOLE DETAILS SHEET. N.T.S. GASKET JOINT N. T. S. TfLAws�j tT 10 IJA.� SANITARY MANHOLE S� 1 S% GRQD� MAC MAX. 3S6o 355.5 - 3ri4'15 I C• Zo gNWT, DQ�VI: 2- S' e�z•colsc w';7_t�e.cuue•-, �2 R,,1TIGc�G Sl�OtcR, G���S� ta�u�-ru Tu�aa rt�t F(vj\Sp1 = 0 Llll.�f�-'D �'' P12oC�•S�, �4 G,Qn,v�.. — Z q -•�►° C,�2l�oE. -X 2 t7 �j W A L.. L. v o G2AvEL MAIL CQp55LL7�E-1 �(Z.aP P4tC GL.>112- CROSS -SECTION OF nnPAPA^KI no11,C L V IVt IV[ V IV V R I V L_ •TF _ 5� � ley %°11�1.•� V 3 FT. WALL LEND =12" MMMW GRANULAR RU. EMCOIIIPACTED eACITXL w=. a" WAVW COMPACTED SAND R GRAVEL. C�•v'S S - � Ems"` � �� ...--+rtT-'�s•v. ..':.?1ML^"-" Ar^•:'►^qC?1"_d'O.101A11f^IC1Af.La-JT.PiR:K!�IATF'Reel?r.`.^.;p.f'T:^MO'1R�'/•FAIVFPI.T•'°Y`�O1r'E.TIr"'^I^:'•.^•'vrCtS;T . �J'.�M�'�'•S91•C:=1.��:'IViTI.•.�"t�F�,•':T1►ICIL•S4^�'.�T":^:S' . .. T�!y'R.'aTt^.:.':I,•`_".._a7Na�!`-.:AR.IItY .`-�...:mn .._. .. ... � ... _AF: nf",CI.-::^•.'^IIT^.^ 111.iM6L^••"l!T, :•^+,rvc -70 •3 co Z '3G O 3Sg DR IVEWAY D E T A I LS N . T. S. a 1P 2 r•_ O 7-S So -15 PCZ c�'P' 11..E SCAISC ; 1" _ �o No2Z.. V Ecrc•. RETAINING WALL DETAILS rlo-r�: 2ET4+�\�1G W,AIS-_ To 6S'\IE2SA-L_DK" 02. �C�J10.L. House Site Development Plot plans for each lot shall indicate proposed sedimentation & erosion control measures, proposed house location, lot grading, driveway design, and site drainage design. ThesE� plans shall be subject to review & approval by the Town of South Windsor. Upon approval of individual plot plans, the lim.ts of develcpa-elt should be established in the field for each proposed residential structure. Disturbance limits of 25 - 35 feet bEyond the physical dimensions of the structure are recommended. All driveways & driveway shoulders should be stabilized immediately upon completion of rough grading. Shoulder seed bed preparation should follow the general notes provided. Hay bales/silt fence should be used to entrap any sediment generated from e}posed soil surfaces. Driveway roadbeds shall be stabilized with compacted road aggregate as soon as possible. Topsoil & excavated subsoil from the foundation area should be stockpiled within the area of disturbance if not used for onsite regrading. Each stockpile must be adequately ringed with haybales/silt fence. Any additional stockpiling of lumber or buildinc materials should be confined to the area of disturbance. Similarly, vehicular movement should be directed to established parking areas. CONSTRUCTION SEQUENCE It is expected that the project will be constructed in the following sequence: Placement of erosion control devices Striping of topsoil in areas to be filled Placement of fill material Construction of drives Construction of houses Final grading of site Stabilization of disturbed areas Remove erosion control devices This schedule is general and it can be expected hat there will be integration of the construction sequence. Contact person for maintenance of E 81 S control measures is Lawrence A. Fiano (860) 646-5524. NOTES AND DETAILS HIDDEN WOODS '; UB D I v 15 1 UN PREPARED FOR LAWRENCE jk. FIANO SOUTH WI NDSOR,, CONN. 2,LIJ C*,a-%eeoA-r,c>,,(• e.ovam SSto•4 APID14/etjk\-eoNNeATS 2.tV Z•-G.-9$ ArrR_ovAt- ccmyAat T,5 RED/ I- Z.-`i eS cotnlAQ_W rs QEV . \2.-Zr) -9-1 IZ03. 12 S g-i %S —• _ I AESCHLINIAN :.ND SI s:VFYIN(I 345 6F STRFET (',I ASTONE31 ' IY, CT 0Fp33 860) 79-4881 Dai/ 8 - 7 - 97 Scale 'SHOWN V-1p NO 9707I - I SHEET 4 OF 4 SHEETS 11