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99-38P_KEY MAP HIDDEN WOODS SUBDIVISION PREPARED FOR LAWRENCE A. FIANO_DART HILL ROAD
MAP-LOr OWE 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, CT 06074 Timothy P. C:arcia 104-7 Robert W. & Helen L. 60 Dart Hill Road S. Windsor, CT 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, CT 060.74 104-10 Paul Leo & Lucy M. 28 Dart Hill. Road S. Windsor., Cr 06074 Prevost 104-14 Susan B. Mullen 29 Dart Hill Road S. Windsor, CT 06074 104-15 Patricia Z. Abbie & 41 Dart Hill Road S. Windssor, CT 06074 William F. Zanks 104-16 Thomas P. Powers 51 Dart Hill Road S. Windsor, Cr 06074 104-17 Citicorp Mortgage, Inc. 104-18 Dean A. & Carol A. 69 Dart Hill Road S. WindsUx°, CT' 060.74 Collins 104-19 Albert; Marino 79 Dairt. Hill 14:>ad S. Wind-;o-r, (.1' 06074 104-20 Kenneth & Sharon 89 Dart Hill Road S. Windsor, CT 06074 Fitzgerald 104-21 David Pollack 25 Hamlin Drive W. Hartford, CT 06117 104-22 Town of South Windsor 1540 Sullivan Ave. S. Windsor, CT 06074 104-23 Richard E. Musgrave 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. Wixidsor, CT 06074 104;-45 Town of South Windsor 1540 Sulllivan Ave, S. Windsor, CT 06074 104-52 Angelo J. & Joann R. 173 Fairview Dr. S. Windsor, CT 06074 Alleano 104-53 Thereas S. Prestileo 24 Mara Trail. S. Windsor, CT 06074 104-54 Ruth S. Dileo 32 Mara Trail. S. Wi-ndsor, CT 06074 104-55 Thomas A. & Suzanne 40 Mara Trail. S. Windsor, CT 06074 R. Stecko 104-56 Thomas E. Burton 35 Mara Trail. S. Wi_ndsor, C'r 06074 104-57 Carol R. Miller 29 Mara Trail S. Windsor, CT 06074 104-58 Ivars Maidelis 11 Mara Trail S. Windsor, CT 06074 104-59 Marlon E. Starling 141 Fairview Dr. S. Windsor, CT 06074 Sr. 1. 104-60 Saul M. Levine 129 Fairview Dr. S. Windsor, CT 06074 104-61 Richard R. & Emily 117 Fairview Dr. S. Windsor, Cr 06074 Olson 104-62 Stephen C. & Sylvia 105 Fairview Dr. S. Windsor, Cr 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, Cr 06074 Brown 104-65 Irene R. Pisch & 65 Fairview Dr. S. Windsor, CT 06074 John Lareau 104-68 John J. Zanks & 41 DaGt Hill Road S. Windsor, CT 06074 Patricia Abbie 116-4 Manuel D. & Dolores 18 Niederwerfer 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 Dirt Hill Road S. Windsor, CT 06074 116-8 Roland W. & Ralph D. 1.70 Dart Hill Road S. Windsor, C`P 06074 Schneider 116-16 Neal R. S. & Cheryl 54 :Paper Chase S. Windsor, CT 06074 E. Goldh erg 116-17 Russell & Yung Avery 60 Paper." Chase S. Windsor, CT 06074 116-18 Roberta M. & Edward 66 Paper- 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, C`l' 06074 116-21 Glenn A. & Marlene 117 Dart Hill Road S. Windsor, Cr 06074 Dickison 116-22 Marc C. & Tina Marie 107 Dart Hill.Roan S. Windsor, Uf 06074 Fleming 116-23 Clifford H. Fisher Jr. 88 Dart Hill Road S. Windsor, CT 06074 116-24 Alice G. Donlon 100 Dart Hill Road S. Windsor, (YC 06074 116-25 Lawrence J. & Yvette ilo Dart Hill Road S. Windsor, CYf 06074 Girardin 116-26 Mohammed K. & Jahan 122 Dart :Hill Road. S. Windsor, C.0 06074 Akhte Hussain 116-27 Colette P. Switaj 7 Niederwerfer Rd. S. Windsor, Cr 06074 116-28 Ernest Jr. & Laura 15 Niederwerfer Rd. S. Windsor, Cr 06074 F. Rempel 116-65 Russell E. & Susan 10 Kellog circle S. Windsor, CI' 06074 Fiore 116-66 Randy & Starr 8 Kel'log Circle S. Windsor, Cr 06074 Licht man Type of Survey: COMPILATION PLAN Boundary Determination Category: N/A Class of Accuracy: V Not a field survey To my knowledge and belief, this map is substantially correct. as noted hereon. This survey was prepared pIirsuant to the Regulations of Connecticut State Agencies Section 2.0-300b-•l thr ugh 20-300b-20. and the "Standards for Surveys and Maps in the State of Connecticut" as ado ted by the jt Association of Land Surveyors, Inc., on September 2.6, 1996 • ' �ffl, v' •• • Required Provided Lot ,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+ Side Yard (ft.) 20 50+ AREA OF SUBDIVISION = 243,539 s.f. or 5.59 acres OWNER: DAVID IX)LL.ACK APPLICANT: LAWRENCE A. FIANO 25 HAMLIN DRIVE P. 0. BOX 77$ WEST HARTFORD, CT 06117 MANC FXSTER, CT 06045 LAND SURVEYOR: AESCILI1vMN LAND SURVEYING 345 BELT, $TRM GLAS`I10NBURY, Cr 06033 SANDS E. AESCHLUM, L.S. #14201 ENGINEER: C ES ENGI?3EERI:'NG 203 BOSTON HILL ROAD ANDOVER, CT 06232 GERALD E. HARDISTY, P.E. #15974 KEY MAP DDEN WOODS SUBDIVISION rrcr-rHnIt- u rvrc I.AWRENCE A. FIANO SOUTH WINDSOR, CONN. RECEIVED ,tjo !3 , $611 � 100 50 0 100 Gra phi c Scale — In Feet Z•-Ca-9 a ArmoUAL- cowry �tiu j5 QEV . 12^CIS �fA1GF' CGMMEt-i't'S R��. 12-2.9-`i', S-rAPt=- GorAMEta-r'S i�-�U. lz-'>'-�f^7 s•r,o.r-',F' GonlM•ctiJ-r-s AESCHLIMAN LAND SURVEYING 345 BELL STREET GLASTONBURY, CT 06033 (86C) 659-4881 Date 8 - 7 - 97 Scale I " = 100 Map No. 97071 - 1 SHEET 1 OF 4 SHEETS `Yawn 0-1-1- sotdA V&Ui4dc 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 8601644.2511 CERTIFIED MAIL December 24, 1997 CORRECTED LETTER (Removal of condition #2) Lawrence A. Fiano P O Box 778 Manchester, CT 06045 Dear Mr. Fiano: Re: Appl #97-87P, Hidden Woods Subdivision At the November 19, 1997 regular meeting, the Wand 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 landowner(s)/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 $2,000 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 50-foot intervals to divert runoff to the side of the driveway. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth A. Warren, Chairman EAW/prom Cc: Chief Building Official Planning & Zoning Commission Town Engineer Aeschliman land Surveying Q N tc,• Q' _J 3 IN �.•• ••., ss acceptance; all deeds must be in accordance with the policy for accepting deeds and Commission, Inland Wetlands Agency/Conservation Commission, as well as WPCA must r t9 a� S'outh `�uz.da>a•� must be approved by the Engineering Department and Town Attorney. be reproduced on the mylars. _ 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 8 01644.2611 8. Footing drains art required for each house. Prior to the building of any structure on After the mylars have been signed by the Commission, they will be returned to you for a lot, a topographic map, drawn to a scale of 1' - 40'. shall be submitted for each lot filing in the office of the Town Clerk by May 2, 1998. After filing three plans, a copy of in the subdivision, showing proposed contours, elevations and the location of the the receipt must be submitted to the Planning Department. January 15, 1998 f..4:.....r.... 10.. 1-. 7r.,r �++0i 4&3, s4v uuuurrrg permits wui De issued until the proposed contours, floor elevations and location of footing brains have been approved by the Town Engunecr. Very truly yours, 9. If, for any reason, finished grading and other individual lot site work is not PLANNING & ZONING COMMISSION CERTIFIED MAIL completed, the Town Engineer shall deteruline the amount of a cash bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of < Lawrence A. Fiano a Certificate of Occupancy. P. O. Box 778 Manchester, CT 06045 10, Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of dotermining subdivision bonding, and all bonds shall be posted Dear Mr, Fiano: prior to filing the plena. Re: Appl #97-87P, Hidden Woods Subdivision If the developer chooses to submit a Letter of Credit for a one-year term, in lieu of a N / F T H O M A5 t--' F-'U VV t M We are pleased to advise you that the Planning & Zoning Commission voted on January 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 13, 1998 to approve with modifications appl #97-87P - Special Exception to Article 4.6.1 of the zoning Regulations and subdivision of t 5.59 acres to create two interior lots to be within 30 days before the expiration date, the Commission may, at its option, can the Letter it is holding. known as "Hidden Woods' on property located easterly side of Dart Hill Road, southerly D Hi11 Road RR ahewn on tans 87,889 S.F. 2.0177 ACRES 0 r �3UR� ON TNO� AS E N/F Type of Survey: SUBDIVISION Boundary Determination Category. DEPENDENT RESURVEY Class of Accuracy: A- 2 To my knowledge and kv-lief, this map is substantially corre<:t as noted hereon. 7.'his survey was prepared pursuant to the Regulations of Connecticl.rt State agencies Section 2.0-300b-1 through 20-30 0b--20 and the "Standards .for Surveys and Maps in the State of Connecticut:" as adopted by the Conner tioat Association of Iand Surveyors, Inc. , on September 26, 1996.. S Ae ch LS #14201. of the intersection of Niederwerfer Road and art , zone P prepared by Aeschliman Land Surveying, Map No. 97071-1 and revised through January 11. A drainage assessment fee in the amount of $100.00 shall be submitted to this Commission. 2, 1998. This approval is subject to the following modifications: is for 2 lots, 1 2. 12. No building permits will -be istalred until all modifications have been complied with, 1. This approval number - and the final plans have been filed in the Town Clerk's office, 2. Drainage and construction for this subdivision is subject to the approval of the Town 13. The increased driveway radius (25 feet) and emergency vehicle turn -around must be Engineer. incorporated into the final plans. 3. All lots shall be served by the Town of South Windsor sanitary sewer system and are 14. A copy of the approval to construct a driveway across the Connecticut Light & Power �T subject to the approval of the Water Pollution Control Authority. right-of-way must be submitted prior to issuance of building permits. C,9 4. Water shall be supplied to this subdivision by wells. 15. The enclosed Special Exception form must be completed and filed in the "town C 5. This application `is subject to the conditions of approval of the Inland Wetlands Clerk's' office. The special exception will take effect upon filing. Agency/Conservation Commission, including a bond in the amount of $2,000. Black and white transparent mylam of sheet #2 with the above modifications, together (� 6. All plans used in the field by the developer must bear the stamp and authorized with three blueprint copies of tho entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letter of approval of this signature of the Town of South Windsor. drainage be D A R %' 7. All easements for conservation purposes, or utilities, that may required '9j1, � 11 Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. -All deeds for open space, public I L / / e 9 improvements and roadways must be submitted prior to request for Town L -'Ow N _TNOmAS & N / IF E STECKO SU Z PNN NiF q` BF� T i q &/No o 7° , o Zg• za,./ 00 zS N/F KENN�T Syq &ON F�T�GER qL0 AcCe-�� 3� E74 S� -- EN T FA VOR 5 Zzf OF 155, 650 S. F 3.5732 ACRES lv�) O° o /h Of ? R1GN0 C• L OF \t4iN0SOR Reference is made to maps titled: "Boundary survey Prepared For David Pollack Dart Hill Road South Windsor, Conn." Dated 01-12-95 Scale 1" = 601 by JC Sommers Associates, Inc. 25 Terrace Drive Vernon, CT 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. 0 �,' 2;Z- E 135? r•54 � q`-''a9 4 _Sao TQ C� ao•, Q:1�. -3 /ViF 1'/Nq M 4 Rc M'l NG �•3a. EASEMENT IN FAVOR OF MARC & TINA MARIE FLEMING 11/iF Mq RI,F 1 ENN GKlSON Z3q Zi, -(.41, TORN ER \\ ROBERT N - N�F E �USCRp,VE p,RD %anon ale slog h Uaat 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 s, �aSOptoHtl AREA CODE 860 / 844-2511 February 10, 1999 Mr. Lawrence A. Fiano P. 0. Box 778 Manchester, CT 06040 RE: Hidden Woods 2-lot Subdivision 99 Dart Hill Road SOUTH WINDSOR, CT Dear Mr. Fiano: The South Windsor Water Pollution Control Authority, at its regular meeting of February 3, 1998, gave conceptual approval for connection to the Town's sewerage system of two residential buildings, as more specifically shown on plans entitled "Topographic and Sediment & Erosion Control Plan, Hiddtn Woods Subdivision, prepared for Lawrtucc A. Fiano, South Windsor, Conn." by Ambliman Land Surveying, Glastonbury, CT, Drawing No. 3 of 4 dated 8/7/97, revised 12-5-97, sad subject to the following conditions: i. Technical approval of the Town Engineering Dcpartmeut. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed sad inspected by the Town staff, and basal upon the written vacation of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 3. Auxiliary electrical connections shall be provided at the exterior of both houses. 4. Sewer benefit assessments shall be payable on both lots following review and approval of calculations by the Water Pollution Control Authority. S. Easements in a form acceptable to the Town Attorney shall be provided, with particular attention to ensuring that systems for Lot 42 will be able to function even if systems at Lot #1 are not functioning. 6. Sewer profles and additional engineering design details for the pump systems shall be provided. 7. This approval letter• must be superimposed on the final approval piano, very ly yens Thames Chairman Water Pollution Control Authority LEGEND • Existing, Iron Pin O Iron Pin to be set SUBDIVtSIUN PLAN HIDDEN VV'0O1)S SUBDIVISION PREPARED FOR LAV1iRENCE A. FIANO SOUTH WINDSOR, CONN. -2 0 3- 4_4a V.1 16a CAMMcn.. 5 2EU Z-e- -If 8 AP7yZ,0UAL_ co1+,ImEticrS rev 1-t-98 `J1;it✓F C�A�LN,><1 tT5 CrcJ. IZ-z.9-9 >~F- �.oMMJ-zS QrcV. tZ-S-9-1 -$-,AGOMMG7 AESOHLIMAN LAND SURVEYING 345 BELL STREET GLASTONBURY, CT 06033 (860) 659-4881 Date 8- 7 - 97 Scale I II = 40' Map No. 97071 -1 SPIFFY 2 OF 4 SHEETS �a 9 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. wwFPr --hail hca supplied to this subdivision by individual ah-mite well- A fire hydrant, if required, will be subject to the approval of the Fire Marshall of the Town of South Windsor. Eris y{��e shall be preserved to meet the street tree requirement of the t1nC�' •✓ ' Town of 44.�, 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. M/�X11MUl'`� '51CIWr AT 16 1=12C�1`'( tDCtC CUF DA.Z-r \11L\, RdAV To &W CSP,JC.C_-r i.1t\c q- a'F 3 •�' To "TUG \...C� \-5 C;qb' + At.ID "To -rile j2tc,�T A 15 3Co`'t . G•t I kv'l -TN G.- 1+'1 G.L.1j o" \Z -3l -9'1 r= cfa o N u IINI7IreQAe�!�► v 'S� fie Po�T�o C'O,� el N/F TH O MAS P. POW E.RS ?fsS' T��!/h Reg TUI .0 ` �►O'r►�`� �� / / � ,_ _ -\\ ,' �` � �s -(F J` � 2�Q �,oll�il'f�.,taC?.lC?►.i ``"- /4r w .. � F«t w�:,. �..»344 44 C��`DoEASEMENT IN FAVOR OF 3co2MARC & TINA MARIE FLEMING O f /, Go? ova_ L �` r t / ?.C? X Z_ ©' ^ �,:s \,' • \_ ,I a'lo ♦' !-: fl` : P �4 1V �/ e / '*. ' \ C 1'G� r'IAX CV.p�� trdPE) 4JC► � r •" �.rj¢' \` 7 i cy CP \ � i O � CC , � NSF z '' ,�,.,�--' •ti i rQ , 9 � � , \� .,�n Z / pe ZQ �� l"L 3f. 6n. St+14P r� /SST i 31g NN n/ 6 '1'irN 3�s 0 �,,o .--3a2-~- �x�3-ctoc� C.o►t cov�2 4• 3�;0 : - J �� v " M to d \ / ' \ , r O0 p Fk AY C3tll5 \ FCL ' �o -^ _ / t` /, NO / �(�Rj 4}� 3'14- � G7 a tt` �+�''i /y,rvl f+,r1 E 4Gv G )Ct STthlCy WOop\ \ J �9 ♦ �r�c ,4 arm- ,l, T,Z �_ ��,. N PROPOSED RETAINING WALL J ♦ / v,"4 ' - - ' `ASS *,`�'� f' �� GFRq - ,;, --,•tom ( See details on Sheet 4) �rzaPo�e,� trtt-r or Ga2r►a\ 3 +i _...� �� ,•- 3�s �p ''��•. a J _�i �{�� ,lR�b 100 �Q 37Co - (j~ . EXt'STI 120 Pt.S 3 } �,,,�- "•*. ,' � L J /...+ 3aa ' � / / - - ' ' Sa�'1 ! � - �,\ N � fA „ - O rizotl �r r..� --r-o gam, s�-c.• y F 3a0 M m -- - -'-- 2.0177 ACRIES - - - " - , _ A. 7. T. �, - , - - , - � G,� to •- z �`•�^.�,.��`"'N - - s-,--455 16 50 S. F — - , _ a `� 3�� - - - + i ' ! - J do - �,� - _ ;:;,;,•''"' -3'S73 2 4CRE�Sf\J "AO IV fV IN 1000 Ice 0 AJ 7 k" I DJ 5"o *�v 44 IP ♦ i Z ♦♦ ,,'� a � _ -- q; / , . ' �--, ' , ' `\ S G RAC E ♦ zr AIR N 2z � :3 ' 0 51 W N o \ t'eoPca�rc p Q'Z' ") \ Ft�..\►5N MAS E • 6URT N/F TH ST�CKO � S �� 0 \ N/F THOM A SUZANNE r CO, \ Tripe of Survey: TOPOGRAPHIC Boundary Determination Category: DEPENDENT RESURVEY Class of Accuracy: T - 2 il� 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 the "Standards for Surveys and Maps in the Stated of Connecticut" as adopted by the Connecticut Association of Land Surveyors, Inc., on September 26, 1996. axlels__ .. A ' .an IS 014201 Certifie "cs�bsttgnit:alily correct: r P. E. 15974 Enviroment/one grinder pump Model GP-212 or equal to.laa utilized. Pump to be installed in the basement of each proposed hQ R AvYCtt..\•A V_Y PQWQ-. L V5e Gc>" "EC-T To ?L • tIP FctZ Er�i�.�c,Er�C.�� StTt,A�t ca1.1�j , 7--7a 46 Vk09\ZO►►-iaL Nq MqR 0 61 /NG NzF 3�� ASS Mq RL E 4ZyV •x- ki Z7a k/S pN .. zf6 Z'3/ E - 3q2 'tv�tit ouT �oF� \A$.-LZ- TOw ER N / F ROg�'RT Zto� TOPOGRAPHIC and SEDIMENT & EROSION CONTROL PLAN HIDDEN WOODS SUBDIVISION �- a z�a PREPARED FOR Mm� LAWRENCE A. F1ANQ IL SOUTH W I NDSOR, CONN. -ZS�a uC'v 3-4-1S wPcq c r»�1ii5 RC= v Z •-G--9 & A?plzavtik.- CoMm�, LTS eaV. I-2-i8 SYgF,t CoMMGa�TS Z.Sca �E1. `2--ct`1 S-rAFF co*1M*�-rs QU. tZ-1S-q'7 `-VAFF Ccaenc�e�a-r5 AESGHLIMAN LAND SURVEYING 345 BELL STREET GLASTONBURY, CT 06033 Z." (860) 659-4881 Dale 8 - 7'97 Scale I" = '40' Map No. 97071 -1 SHEET 3 OF 4 SHEETS mar EXISTING PAVEMENT SAW CUT AND SEAL JOINT (COMPACTED) CLASS I 8ITUMiROUS CONCRETE SURFACE COURSE (OR MATCH EXISTING. IF GRE &TCR) J4,04 (COMPACTED) CLASS I BITUMINOUS CONCRETE 81FJOC R COURSE �(00 MATCN EXISTING. IF GREATER) U.04 6"(COMPACTED) PROCESSED TRAPROCi4 BASE.- M.05.01 G-tCOMPACTEO) PROCESSED GRAVEL SUGASE OVCA COMPACTED SUEGAAX 9"iftc. a& C Krtl.t. I W! Ct-&AA a ;Iillw i I TRENCH NOTES I WIDTH I VARIES 1 1. ALL SAN CUT AND SCIL&O JOINTS TO BE EITHER PARALLEL WITH, ON PERPEN- rYPICAI. 0 CULAR TO, THE CENTER -LINE OF I THE PIPE. i TRENCH Z.ALL SECTION MATERIALS ARE TO MEET FORM $14, Ad AMENDED SECTION N.T. S. PERMANENT PAVEMENT PATCHING DETAIL STING PAVEMENT S 2 BITUMINOUS 2* 'WOMPACT9 I U �CLACOURSE CO CRETE SU ACE COURSE - IsL04 WMI-ACTEDJ PROCESSED ROCK eASFE - M�O"l Y,,� 7 TIT " '-;-b 6- (COMPACTED) PROCESSED GRAVEL SUBSASE OVER COrl D rGRADH PACTS (TRENCH 8ACKF1 M.02-GRA Ir L APPROVED BACKS -ILL PLACED —4--W0Rd?0N11En1LWGi9TH" AND COMPACTED IN 12' LAYERS APPROVED) TRENCHES VYLOTH VARI SS C1 TYPICAL I TRM i SECTION %L SECTION MATERIALS ARE To MEET FORM $14. AS AMENDED. TEMPORARY PAVEMENT PATGHING DETAIL LAWN/ STREETS/ CROSS-COUNTRY_PAVED AREAS TOPSOIL a SOD OR SEED7 SEE PERMANENT 47M 7N. T—' PAVEMENT PATCHING DETAIL PIPE PIPE C)" t + D. 0. APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (0) (MAX.)'LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION :6 _ 345, AS AM&NDED, PLACED 2*(MIN.) T024 (MAX.) ABOVE TOP OF PIPE. SAND BLANKET PIPE,A$ SPEC!F!ED 3/4" BROKEN TRAPROCK PIPE it" SECTION N.T. S. TYPICAL SANITARY TRENCH '0. V . !�'. Max.yi 4141 HAY BALES V-01 51 V11 SILT FENCE Figure 7-8 - Catch Basins ----2x4 wooden stakes driven min. of 12 inches into T KU the ground Filter fabric Wooden latera tucked cross braces as needed FLOW oW grade ✓ Flow Flow AtIcROR. WITH11111"A3, Catch Basin Silt Fence Installation at Hay sale Installation at Catch Basins Cat& Rag pis 1:11-TCOL FAZ IT C uTCt anal is•uu webo T"4*4 WA* SEDIMENT CONTROL "r SsIt few 6%.s d h4 VIAAWI LX a &-ftlw-tt" tv 4.:94ft C.atiI—" b"La. ®R,Ijqq� Ell, •hwid V Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut. EXISTING GROUND` ELEVATIO g 6" COVER IN GRA3S'. AREAS b CLEANOUT AS CONCRETE ANCHOR PAD'4�� ' MANUFACTURED BY ZURN EQUAL !r `mog OR APPROVED WATERTIGHT THREADED PLUS;, NEOPRENE GASKET CONNECTION -scHEDME 40 PVC PIPE ADJUST To GRADE BY SETTING VERTICAL PIPE LENGTH Standard Bend 0-vi) 4 Standard Wye. (14) y4- it Sonito .ry Lateral TYPICAL SANITARY -CLEANOUT fILIER FABRIC CONSTRUCTION ENTRANCE I I LVA I IN. .t NOTES: I- WAX I A I. TOP STEP TO bi A MA;<IMUM OF 12' IELOW TOP Of MANHOLE FRAME 0 COVER ELEVATION. 2. WTOTALOtPrh 15 TEN FEET OR ORCATER, *X*O "KA SiTum"fous CCATIFICATIONOF M-90LOAD SEARING CAPACITY SHALL BE SU414171CO TOTHE TOWNENOINCER FOR APPROVAL PRIOR TOINSTAA.LATION. ALTERNATE JOINT 3. SEE M414ELLANEOUS MANHOLE DETAILS SHEET. • BASKET JOIN; N.T.S. N. TAL SANITARY MANHOLE 9i 3 FT. WALL K.T.S. LQG-END =Ir W"w Qw"M ML MCOMPACTED BACITILL Mg- UM"M t"AC= SAND k GRAVEL Zo ACZCI.S- Ake-eA Z ko aAy-i\4. Z-o" 61 9- A V ca� CROSS -SECTION OF COMMON DRIVE ELEVATION SEa.TCTION #-Tdrwa Of saw* 11YIS06" MAN440LE OUTSIDE DROP INLET 4"Al"T, toot U 36A 1s J J I DR I V E W A Y Q E T A I L S N. T. S. A T' I.T oc. voc < I tom` (4> 9 C- lie "r -T,=> V-,\ Co, � P Q- V RETAINING WALL DETAILS 14 7- -C ---- r 4 \ r-3 k Q Ck W A. k- -rc> ZEE I E 'W > Hidden Woods Sub vision is a 2 interior lot subdivision of an existing parcel of land on the east side of Dart Hill Road south of the intersection of Niederwerfer Road & Dart Hill Road. It is wooded parcel, gently sloping toward the South with an existing C.L. & P. easewnt running through the middle of the parcel east to west. Lot 2 will have an access & utility easement over lot 1. q2ae .� gMgtruction N2tes In general, erosion and sedimentation control and restoratidn'*Wures shall conform to the Guidelines .for Soil Erosion and Sediment Cont"tol: - 41"', IA. cticut,11 published by the CQmecticut c4x=il on Soil and Water Conservaticn,'Jtrg�4w 1988, and to the Tcrvm of South wh-4sor Rirements. Installatim of sediment and• erosion controls such as hay bales and silt fences shall be established prior to comenciIng land disturbance activities. All sedunent 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 in -stalled across the graded driveways to prevent downslope. outwash and erosion. All areas disturbed during construction shall be loaned with 411 of topsoil, seeded with pere=al fine -textured grasses @ 2 1/2 lbs . per 1000 s. f . and pilphed with straw @ 100'lbs. per 1000 s.f. Temporary seeding, if necessary, Shall take place from March 15 through June 15 or August 1 through October 1. Permanent seeding, shall take place from April 15 through June 15 or August 15 through September 15. Limits of tree clearing shall be flagged in the field and approved by the Town Staff prior to cutting. Stumps shall be chipped on the site or removed. They shall not be buried on the site. S=itary laterals to be 04PVC sck. :io C%.W- P%;%Ltr- C.-I.) Foundation and roof drains to be 61' PVC pipe. House Site Development Plot plans for each lot shall indicate proposed sedimentatioxi& erosion control measures, proposed house location, lot grading, driveway deign, 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 limits of development should be established in the field for each proposed residential strre- Disturbance limits of 25 - 35 feet beyond the physical dimensions of the structure are reccnrended. All driveways & driveway shoulders should be stabilized imediately Upon coqpletion of rough grading. Shoulder seed bad preparatim should follow the general notes provided. Hay bales/silt fence should be used to entrap any sediment generated frm e>Vosed soil surfaces. Driveway roadbeds shall be stabilized with ompacted road aggregate as soon as possible. Topsoil & ey-Oavated subsoil from the f0tuidation area should be stockpiled within the area of disturbance if not used for onsite r0gradirXi. Each stockpile must be adequately ringed with haybales/silt fence. Any addit=ial StOckPiling of luaber or building materials should be confined to the area of disturbance. Similarly, vehicular movement should be directed to established parking areas. _�CT�10N EE2MCE It is expected that the project will be Constructed in the following sequenoe 6- Placement Of erosion control devices StriPing of topsoil in areas to be filled Placement of fill material Construction ofcL-ives Constxuation of bousds Final grading of site Stabilization of disturbed areas Remove erosion control devices This schedule is general and it can be expected that there will be integration of the construction sequence. Contact person for maintenance of E & S control meosures is Lawrence A. Fiano (860) 646-5524. NOTES AND DETAILS HIDDEN WOODS SUBDIVISION PREPARED FOR LAWRENCE A. FIANO SOUTH WINDSOR, CONN. 3 -A orb (,v P�- A C,& =L-0-) -r_ - 4 - 9 8 AP'rk1 ovlkw ACV 1 Z'-9er 5TDIrr cc\) 4-1 -q-1 clo"t'^ZO-1-1% SHEET 4 OF 4 SHEETS