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23-01P Miller Heights Resubmission
TOWN OF SOUTH WINDSOR PLANIQIIYC# lis ZORING COMMISSION APPLICATION FORM Application Number: Official Receipt Date: Munis Application #: APPLICANT: Jacques Construction LLC PROJECT NAME: Miller Heights Subdivision COMPLETE LOCATION OF PROPERTY: 73 Miller Road OWNER OF RECORD ON LAND RECORDS: Jacques Construction LLC OWNER ADDRESS: 67 Ridge Road, South Windsor, CT 06074 GIS PIN # 59700073 ZONE AA 30 NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Peter R. DeMallie Design Professionals Inc. 21 Jeffrey Drive South Windsor CT 06074 860-291-8755 pdemaliie@dpinc.co Estimated presentation time: 10 min. THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) © Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required) ❑ Site Plan of Development ❑ New ❑ Modification Building(s) Sq Ft ❑ General Plan of Development ❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision - Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing and Certificate of Mailing Required) for ❑ Temporary and Conditional Permit Renewal (Certificate of Mailing Required) for ❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) *An Application Pending Sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. r Signature of Applica t L Signature of Property er TOWN OF SOUTH WINDSOR CHECKLIST OF REQUIRED SUBMISSION DOCUMENTSSUBDIVISIONS/RESUBDIVISIDNS APPLICANT Jacques Construction LLC PROJECT NAME Miner Heights Subdivision This checkiist must be signed by plan,preparer (RE/LS)deciari‘ng mat all required informationisprovided.Piace a check-mark for each item Supplied. Subdivisian'Minqr Reqular I.PROJECT-PLOT INFORMATION A.General Information X 1.Appi.&ownername,address x.x X 2.Engineer 8L land surveyor name,address,Iicense no.&seal x x X 3.Key map at 1"=160'scaie showing location of tractwithreferencetosurroundingproperties,streets, municipal boundaries,etc.,within 500'.Key mapmustinclude:X x x a.Outline of buildings. x b.Layout of streets and lots. x .c.Surrounding property boundaries-within 500feet. Names of abutting property owners. Proposed open spaces and recreation areas. Driveway CUE on abutting properties and any prOperties across from proposed site g.Distance to and name of nearest intersectionstreet. A schedule'of required and provided zoning dislrictrequirements'indudi'ng lat area,iot frontage,intdepth,yard setbacks,open space.variances granted,etc. North ‘armw and scale. Appropriate certmcah'on biock. Date of original'drawing and at!revisidns‘. Name of development! Plot plan at I”:40'scate an standard 18"-x 24‘or 24"x36"sheets with a 1/2"ruled margin containing thefollowingdata.Developments which require more thantwo24"x36"shees may submit-the piot plan at 1"=100'scale. 1.Mates and bounds destription Showing dimensions,bearings,curve data,length of tangents,radii,arcs,chords,and central angles for all centerlin‘es andrights-of-way,and centerline curves on streamMonumen'm are required at comers and angles of all new streets and new street'lines,at all points ofcurvatureandtangency,and at critical comers andanglesofallnewTownopenspace.Coordinates formonumentsshallbe'in tabular form. CGS datum shall be Used on all subdivisionsaccessiblenocontrols.The Town Engineer shalldeterminetheaccessibilityofthese-controls. Lot layout numbers,square foomge of all lots,andalllotdimensions.,Iron pins are required at all property angle points.No lots shall be divided on 2sheets. Yard setbacks dimensioned. Easements,noting grantors,grantees and purpose.must be shown in table format,e.g.below ’SubdivisionH-E I Grantor Grantee Type of Easement Date Filed Vol/Pg N/A 5t 'Xv 7. N/A 8, Development phasing,if proposed. Names of abutting property.owners. Proposed street names {use approved list ofnames). All open space reserved fer commonorpublicuses. Appropriate A-Z certification &LS seals. N/A 9. 10.~— II Topographic map at same scale as plot plan containing alldataIncludedontheplotplanplusthefollowing: X1. NIA 4. All existing structures,m,wetlands anwatercourses,or other environmentallysensitiveareas,including enough databeyondpropertyboundariestoallow areasonableevalualionofthepreperty'secologicalrelationshiptosurroundingareas,100 yr.tloodpla‘in. Existing and proposed contours to extend asunicientamountbeyondsubject property,to detennine the effects on the propertyasfollows(town mapping):up to 3%grade:1’contour interval3%grade &'(Ner;2’contour interval Boundary limits,nature,and extent ofwoodedareas,specimen trees,and'othersignificantphysicalfeatures. Existing system of drainage of subject siteandofanylargertractorbasinofwhichitisapart(den use Town”st'ormwater .study). Drainage area map. Drainage calculations Perc testdata,preliminary indication of septicsys'tem feasibility if individual sanitaryseweragesystemsprovided. subdivision Minor Regular d x x x x x x x x x x existingstructsstreets x.wetlndsndpln 3i: x 100‘x N/A III. N/A N/A N/A 12_ N/A 14. 15. 17. Proposed utility infrastructure 'plans,'induding sanitary sewer.water,storm water management. Spot and finished eievatinns at all propertycorners;comersof all structures or dwellings,or proposed first mar-elevations x Construction details (per standard specs.)at Road and paving cross—sections (per,standardspecs).a: Proposed street names.x Landscape plan and details.x Site ldenlifltion‘s signs,traftic control signs,anddirectionalsigns.*V Sight triangles at new road intersections.:1: Sightuianglesat drivewayentrance x (where there may be a quesu‘on).. Vehicular and pedestrian circulation patterns (lessdetailnecessaryforpreapplication‘s,concept plan,and general plan of development.* Plans and profiles (1”=40'horizontallyand1"=4'verticaily)showing the following: a.Laybut of streets in sectionscoordinatedbystationswith the profile. b.Street plan showing roadways,drainage,and partial lot lines N/A N/A N/A N/A N/A N/A N/A c.Prome of roadway showing existing and onished grades,all tangent grades,and ail vertical curve infonnation d.Profile wiil show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations.Drainage pipe material to be described. e.Typical/critical cross-sections where grading is outside street right-of-way or is at street right- of-way. f.Where any stonn drainage line discharges into an existing brook,sufficient profile of this brook will be shown to determine conditions. v1 g.Prolilec shall show ail sanitary sewer lines and manholes,including pipe material,elevations, sizes,lengths,and slopes of pipes.Top of foundab'on elevations for habitable buildings shall be shown.* Traffic report (by traffic engineer):k Open space site improvement plan.* Architectural elevations/information per Sect.8.70 of the zoning regulations 15. 16. 17. *~if required by Town Engineer ALL INFORMATION REQUIRED ABOVE IS INCLUDED IN THIS APPLICATION AT THE TIME OF SUBMISSION. Date ”/’?/2°l’/‘z Plan Prepar PE/ Februaly 2002;updated 7/28/05;updated 6/7/11 W:\Planning Admin\Forms\Check Usts\$ubdivisions Check List.doc TOWN OF SOUTH WINDSOR, CONNECTICUTParcel ID Site Address Owner Name Mailing Address Mailing City Mailing State Mailing Zip59700064 64 MILLER ROAD BROWN MARILYN RAE 64 MILLER ROAD SOUTH WINDSOR CT 06074‐ 000059700074 74 MILLER ROAD MIGNEAULT STEVEN P & DEBORAH L74 MILLER ROAD SOUTH WINDSOR CT 06074‐ 000059700094 94 MILLER ROAD PUGLIESE GERALD J &94 MILLER ROAD SOUTH WINDSOR CT 06074‐ 000059700105 105 MILLER ROAD SLATER HOWARD E & REBECCA L 105 MILLER ROAD SOUTH WINDSOR CT 06074‐ 000059700099 99 MILLER ROAD CHAGANTI ESWARA RAO & PRAVEENA 99 MILLER ROAD SOUTH WINDSOR CT 06074‐ 000010200118 118 BERLE ROAD SARPU KENNETH F & ANN T 118 BERLE ROAD SOUTH WINDSOR CT 06074‐ 000059700073 73 MILLER ROAD JACQUES CONSTRUCTION LLC 67 RIDGE ROAD SOUTH WINDSOR CT 06074‐ 000059700080 80 MILLER ROAD WILLIAMS ARTHUR D & BARBARA E80 MILLER ROAD SOUTH WINDSOR CT 06074‐ 000013900007 7 BRIGHTMAN CIRCLE PATEL RAVI &7 BRIGHTMAN CIRCLE SOUTH WINDSOR CT 06074‐ 000013900015 15 BRIGHTMAN CIRCLE SINGH HARMANDEEP & SATINDER 15 BRIGHTMAN CIRCLE SOUTH WINDSOR CT 06074‐ 000013900025 25 BRIGHTMAN CIRCLE HAMADI MICHAEL & MERNA 25 BRIGHTMAN CIRCLE SOUTH WINDSOR CT 06074‐ 000013900035 35 BRIGHTMAN CIRCLE BAKER KARL H & JENNIFER L35 BRIGHTMAN CIRCLE SOUTH WINDSOR CT 06074‐ 000059700055 55 MILLER ROAD BEAUDRY PETER J &55 MILLER ROAD SOUTH WINDSOR CT 06074‐ 000010200130 130 BERLE ROAD DONAHUE JASON R & ANN E 130 BERLE ROAD SOUTH WINDSOR CT 06074‐ 000059700065 65 MILLER ROAD AKEY WILLIAM D &P O BOX 555 SOUTH WINDSOR CT 06074‐ 000010200150 150 BERLE ROAD FLYNN CAROLE L 150 BERLE ROAD SOUTH WINDSOR CT 06074‐ 000010200165 165 BERLE ROAD COONEY JOSEPH M 165 BERLE ROAD SOUTH WINDSOR CT 06074‐ 000059700084 84 MILLER ROAD BEAULIEU NORA E84 MILLER ROAD SOUTH WINDSOR CT 06074‐ 0000 w N vT u- m � I I v En a) X tf ka- Z N O 'O I40 Z 0 11010 lod H 1E I G H S c 4 0 1 'W O. 0 0 V I _� It N p� N (a _ O O $vl �y IL W tr �fA Lap CRImmOSIDEN IAL SUBDIVISION / SPECIAL EXCEP 10 U � O > O 73 MRLL7'9 '0 D AD , ND20' SOU W a N/F 500' ABUTTERS, N PARCEL ID STREET ADDRESS OWNER � o =oo 59700094 94 MILLER ROAD PUGLIESE GERALD 1 & 77400154 154 ROSEMARY LANE PUGLIESE MARILYN A ° $ 59700105 105 MILLER ROAD SLATER HOWARD E & REB,ECCA Lg 59700099 99 MILLER ROAD CHAGANTI ESWARA RAO & PRAVEENA Y o � m lbil 59700044 44 MILLER ROAD RUSSO BERNICE M 1 0080 °TTC a A tb 5t j 59700014 14 MILLER ROAD CHAU KHANH & 9 62400510 0 O 1620008 �No o� SHEET INDEX ac n I 10200118 118 BERLE ROAD SARPU KENNETH F &AN T 1620 3 6 0005 Woo° RD C-T1 COVER SHEET 1 of 5 16200018 18 CAMBRIDGE DRIVE REED ADAM M & MELISS G g HAYSTACK ^O 59700073 73 MILLER ROAD JACQUES CONSTRUCTIONLLC N o O 16 0 N DR,VE LA C-S1 SUBDIVISION PLAN 2 of 5 0 o 77400174 174 ROSEMARY LANE JOHNSTON ERIC R & 00 �6 1620004 9 CORNFIELD C-GD1 SITE PLAN 3 of 5 M° 19800001 1 CHRISTINE LANE KUPCHUNOS JAMES & C RISTINE 6 4005 1 35 m a DR y 59700080 80 MILLER ROAD WILLIAMS ARTHUR D & ARBARA E 1120 92700 Rono L 16200010 10 CAMBRIDGE DRIVE DOHERTY WILLIAM P & C NTHIA L 59700080 MLLER MILLER C-D1 NOTES, LEGEND & DETAILS 4 of 5 V -p H N C 13900007 7 BRIGHTMAN CIRCLE PATEL RAVI & C�67 114 6240 5RR 16200030 0 Q ROPo _ z C-D2 DETAILS 5 of 5 3 15 BRIGHTMAN 59700044 13900015 CIRCLE SINGH HARMANDEEP & ATINDER o 0 92700 o BERLE w Rogow o Ro PROPERTY & TOPOGRAPHIC 25 BRIGHTMAN c 1620 HAVES _ V-1 SURVEY 1 of 1 cn A N a J ok� 13900025 CIRCLE HAMADI MICHAEL& ME NA4 7 0 ❑ 16200018 V0 0 P 35 BRIGHTMAN 70 5970 014 7000 4 7000 o HAZEL ST ROSEMARY LANE ° N 51970 13900035 CIRCLE BAKER KARL H &JENNIFE L 00 4 700034 0 MARK o o N m m 45 BRIGHTMAN 16200010 927 oRivE ASH ROAD f g o UCL 13900045 CIRCLE STAMBOLIS STEPHANIE D & 624 16200011 55 BRIGHTMAN LAKE 13900055 CIRCLE GARD ALAN R & BETH A 062400455 139 8 13900007 w ST w 40 BRIGHTMAN z m "gas 13900040 CIRCLE MAMAK KANWARJIT SIN H & o f C? 28 BRIGHTMAN 6240 47 D � 13 016 9700141 N 13900028 CIRCLE HEATH MICHELLE 970005 970009 o LOCATION MAP F.. 16 BRIGHTMAN 1 9 015 QQ0 5�70006 597001 ' Z SCALE: 1 "= 1 ,000 = � 13900016 CIRCLE HENRIQUES CARLOS M & KRISTIN D p O o U 13900008 8 BRIGHTMAN CIRCLE SOMRIDHIVEJ KONGFAH & 40200144 970010 597001 00 59700055 55 MILLER ROAD BEAUDRY PETER J & 1 1 25 59700073 W M = O 10200130 130 BERLE ROAD DONAHUE JASON R &AN q E 1390 8 SITE _ w Z 100011 10200106 106 BERLE ROAD ROMAN WILLIAM & KARE G 3 5970015 77400166 166 ROSEMARY LANE BANDA LIONEL A & SANDI tA 2400411 13900040 13 0 5 10200150 C3 uml CV) H 59700065 65 MILLER ROAD AKEY WILLIAM D & o O 10200130 1020011 1020010 10200094 10200068 J = N O 77400128 128 ROSEMARY LANE HOLTON RICHARD T III & ARA M 3 v) 59700141 141 MILLER ROAD CAMBY MARCUS 3 10200165 J t/� m 59700133 133 MILLER ROAD SMITH KARIN JEAN 0 1 45 0200 ANGELONI CHRISTOPHER & LAUREN 240040 >�rs >wo�n 59700125 125 MILLER ROAD ANNE 62400 p 102 0151 10200150 150 BERLE ROAD FLYNN CAROLE L 6 4 0398 ° 1 0002 19 0001 10200071 0 13900055 10200165 165 BERLE ROAD COONEY JOSEPH M 62400 9 59700084 84 MILLER ROAD BEAULIEU NORA E 7740017 0 10200091 Q 1 m o 10200094 94 BERLE ROAD SAUER DONALD F JR & CHRISTINE G 4003 5 740016 500 ABU TER 10200151 151 BERLE ROAD OMEARA JAMES P & GEO GIA A 62400390 740014 98 2p 0 O 10200091 91 BERLE ROAD DECKER CECILE 24003 740012 C7740007 740005 740008 16200011 11 CAMBRIDGE DRIVE MORSE KATHRYN M & KE IN J 0 7 1 98 2 16200023 23 CAMBRIDGE DRIVE GILBERT MICHEL J & LUCE T w i 19800020 20 CHRISTINE LANE MANHERTZ NIGEL C&AN ELLA 62400 62400370 LII>IQ � 2 62400398 398 NEVERS ROAD GRAUSHINSKI MILDRED 62400360 O 62400406 406 NEVERS ROAD GRAUSHINSKY MILDRED 24003 7 00 400 o 10200080 80 BERLE ROAD GRILLI GARY F & NICOLE NI 740016 cn 19800021 21 CHRISTINE LANE WEST BRIAN C & LORI 740015 740012 740009 740011 O 740007 LU wa � 59700054 54 MILLER ROAD MATARAZZO SEBASTIANO & GRACE T 003 9 03 0 °7740008 7740006 n so 16200035 35 CAMBRIDGE DRIVE IMMERMAN BARRY H & o ❑ a a �' 19800002 2 CHRISTINE LANE MITCHELL WILLIAM F & C ROLANN L ° o 59700064 64 MILLER ROAD BROWN MARILYN RAE KEY MAP 62400390 390 NEVERS ROAD PARKINS JOHN C III 77400142 142 ROSEMARY LANE PELIKAN DOROTHYJ SCALE: 1 $$=200' w N 59700074 74 MILLER ROAD MIGNEAULT STEVEN P & CEBORAH L o CIVIL ENGINEER, Z LANDSCAPE ARCHITECT & LAND SURVEYOR: FINAL PLANS TOWN OF SOUTH WINDSOR VGt;) " ��� ��OUD SIGNATURE J DATE:GENERAL NOTES: ' �' c \,,,��11111i,,,,' F- •THESE PLANS ARE INVALID UNLESS THEY BEAR THE SEAL OR STAMP, AND �� OONNcc, ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER, LAND SURVEYOR, OR O�.� yAMF•�CG g LANDSCAPE ARCHITECT. O . CIVIL & TRAFFIC ENGINEERS / LAND SURVEYORS PROPERTY OWNER: � •�� s • '' JACQUES CONSTRUCTION LLC •REPRODUCTION TECHNIQUES USED IN THE PRODUCTION OF THIS PLAN CAN PLANNERS / LANDSCAPE ARCHITECTS 67 RIDGE RD _ STRETCH OR SHRINK THE PAPER. SCALING OF THIS DRAWING MAY BE �► SOUTH WINDSOR, CT 06074 INACCURATE. CONTACT DPI IF ADDITIONAL INFORMATION IS REQUIRED. APPLICANT: 10E -•' •THESE PLANS AND OTHER ITEMS PREPARED BY DESIGN PROFESSIONALS, INC. 21 Jeffrey Drive Phone: 8 6 0—291—8 7 5 5 JOHN JACQUES ���,FSS..r ���� SHEET (DPI) ARE INSTRUMENTS OF SERVICE AND REMAIN ITS PROPERTY. THE USE OF rr� THESE ITEMS BY DPI'S CLIENT IS SUBJECT TO THE TERMS SET FORTH IN THE P.O. B o X 1167 Fax: 8 6 0—2 91—8 7 5 7 JACQUES CONSTRUCTION, LLC AGREEMENT BETWEEN CLIENT AND DPI. REPRODUCTION AND/OR USE OF THESE 67 RIDGE RD ITEMS BY OTHERS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF DPI. South Windsor, CT 06074 www.designprofessionalsinc.com SOUTH WINDSOR, CT 06074 0.5 It- C0000Tl (860) 305-1861 fF SHEET 1 OF 5 zs v wNv1--ILL EASEMENT TYPE OF �5°"'"�a t DATE FILED VOL/PC L I l GRANTOR GRANTEE �� ` �• PLANNING ItEPARTMENT � °' NUMBER EASEMENT 4 �, 00 c c 1 JACQUES CONSTRUCTION, LLC TOWN OF SOUTH WMSOR STREET TREE EASEMENT - _ o s s~ ao Oar��� m y�hDsox•� ,� Q N 4. M REVISE co CERTIFIED MAIL 7019 2280 00015119 0563 z v 2 73 MLLE3t ROAD TOWN OF SOUTH WINDSOR CONSERVATION -- 06 3 87 MILLER ROAD TOWN OF SOUTH WMSOR CONSERVATION EASEMENT - --' 4 Janes'13,2022 d 4C IL Ben Ben Wheeler o Design Professionals,Inc. It y all o 21 Jeffrey Drive no z C South Windsor,CT 06074 W = g� IL m Dear Mt,Wheeler: O c z O = �s Re:ApPI.21-53P,Miller Heights Subdivision-request for a Minor Subdivision and a Special Exception to Section 3.2.2 of the zoning regulations and site plan approval for one interior lot,on a �� Property located at 73 Miller Road,AA-30 zone, o y U V J.R. 3 4 PROPOSED IOFT WIDE We are Pleased to advise you that the Planning & Zoning Commission voted on January 11, STREET TREE EASEMENT 2022 to approve with modifications the above referenced application for a request of a Minor -- - ACCESS EASEMENT IN Subdivision and Special Exception.This approval is for one interior lot on property located at 73 -- -- FAVOR OF THE TOWN Miller Road,AA-30 zones as shown on plans prepared by Design Professionals,Inc.,Project No, OF SOUTH WINDSOR. 4736 as revised. (AREA = 2.127 S.F.) This approval is subject to the following modifications: t 1•This approval is for 2 lots,numbered 1-2(number 1 is the interior lot), o-�oa 2• Drainage and construction for this subdivision is subject to the approval of the Town m ONC. MON. DISK -. _ MILLER RO S 12 23 58 wv Engineer. " 10.24' � E S89S8'00"E 58958 00"E 3.All lets shall be serviced by the Town of South Windsor sanitary sewer system and are subject I.P. 1.25 IN CONC .. ..... .... .... o the approval J roval of the Water Pollution Control Authority. It I 30 0 • 2 0 78 .84 0 J.P. 1N N CONC-1 ::. ...... .... ............................. ........;::. :...,..,. ... b 0 :::r..°i 4.W.,z�..,.. ate t N shall wbe �sup plied li,. ., ed t.. .. o this subdivision °.'` "� � bd> Sion w Y�= F„y I.R. S�B'IN CONC `:•�,����::• :• •::`::�: INT JCT SIGN PP by well. � N10'5338 E N89'S8 00 W2.57 5.All plans used in the field by the developer must bear the stamp and authorized signature of P gn E the Town of South Windsor. 1 6 - „10.18' � `'� J.R. 5�8 6, 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 of building permits,All deeds for open space,public improvements and roadways must be submitted prior to t ' 50' FRONT YARD request for Town acceptance; all deeds must be in accordance with the policy for accepting O %O #� f deeds and must be approved by the Engineering Department and Town Attorney. -0 O _.______., 7.Footing drains are required for each house.Prior to the building of any structure on a lot,a i O 1- TTW� topographic map,drawn to a scale of 1"=40',shall be submitted for each lot in the subdivision,i showing proposed !v . No building N/ 1 i permits will be issued unti contours,the pt posed co ours,floor elevationson of e and location footing of footing drains O W) O �y j �y I have been approved by the Town Engineer. V -0 .0 PETER J. JR & i � / JOAN D. BEAUDRY 'r3 55 MILLER READ ►� O J ;._ 8. If, for any reason, finished grading and other individual lot site work is not completed,the j ^ 3 (VOL, 938 PG 45� t � O ,�y O q►1 N/�F Town Engineer shall determine the amount of a cash bond to ensure final grading and site work. ESJARA RA O & This cash bond must be submitted prior to issuance of a Certificate of Occupancy. r I R 3�4 2 PRA VEENA CHA GA N TI t 9• Quantity estimates must be submitted to the Town Engineer(on the enclosed form)for the =1 99 MILLER ROAD Pose of determining subdivision bonding. All bonds shall conform to the enclosed bond c0 o (�lOL_ 2880 PG. 41) to filing policy and shall be posted prior ling the final plans in the Town Clerk's office. If the developer chooses to submit a Letter of Credit for a one year term, said Letter of Credit N�F o must be renewed on a yearly basis until completion of the development.If a new Letter of Credit WILLIAM D. AKEY & y has not been received within 30 days before the expiration date, the Commission may, at its N m ® 3 f MARGARET •J. HART o PROPOSED 20FT WIDE N option,call the Letter it is holding. v a V V (LCONSERVATION EASEMENT IN FAVOR 6MILLER 10.A drainage assessment fee in the amount of$50.00 shall be submitted to this Commission. OF THE TOWN OF SOUTH WINDSOR (VOL. 2138 PG. 175) 1 L No building permits will be issued until all modifications have been complied with,and the AREA = 17,129 F, I P. 11N IN CONC P 2A final plans have been filed in the Town Clerk's office. 12.The Town Engineer's review comments dated 12/28/21 must be incorporated J�tt�'F � ' in the final ,� SHED ENCROACHES plans, S ATINDER £R & OVER PROPERTY LINE 13.The drivewayeasement for the shared driveway should be shown on the lot plan. SA TINDER R SINGH 182 40 '22"E �,i -'y p Y p S8628 02 E 14.The approved location of the house garage and driveway for the interior lot are an integral 15 BRIGHTMAN CIRCLE y /'�' t ,g g y gnat (VOL 242E P6. 149) i 288.80 / 150.00' part of this special exception.If modifications are proposed subsequent to this approval,further" approval from this Commission maybe required. O F- 268:79 f �-----r I 15.The applicant shall place a 20-foot conservation easement along the northerly,southerly and Q V ' '` N N87'04 221W J S 10 53'38'�V DE YARD westerly boundary to maintain the existing vegetation. V Q 20.19' tp / 16.The large oak tree located in the front of lot 2 shall be protected throughout construction. ru 0 O Black and white transparent mylars of Sheets#3CS-1 and C-CD-1 with the above modifications, togetherwith three blueprint copies of the entire set of plans must be submitted to this W 3 Commission within 30 days to be stamped and signed. The letters of approval of this J 50' FRONT YARD LR. 31114 O Commission must be reproduced on the mylars.After the mylars have been _ O the Office of the Town Clerk.�Afteed rfiling thesy the e plans plans, y of the receiptust be submitted o �will be returned to you for filing in Ual N O P � cn LOT 2 the Planning Department. 87 MILLER ROAD eW 104,170 SF The attached Special Exception form must be completed and filed in the Town Clerk's office. LAND OF o��r 2.391 ACRES The special exception will take effect upon filing. t JOHN SULLIVAN a r/ Very truly ours m ry y 73 MILLER ROAD c "' ' H0WARD E & rY y yours, N/F = N (VOL. 522 PC 52� W `�' N REBFCCA L. SLA Tf'f' CPIGf '�U CGa?l� � MICNAEL & N 105 MRLl.LT' ROAD Bart Pacekonis,Chairman A 11� MERNA HAMADI c N'ry 1 NOL. 1758 PG, 2,36 Planning and Zoning Commission 5 BRIGHTMAN CIRCLE 73 MILLER 1 ROAD (VOL. 1798 PG. 59) c t BP/cgo 92,709 SF w cc, T9wn Engineer m 2.128 ACRES q Chief Building Official (83,433 SF EXCLUDING rn o�, Sr�perintendent of Pollution Control m ACCESSWAY) N �' •,< Fire Marshal � V 50' REAR YARD 1540 Sullivan Avenue,South Windsor,CT 06074 ( Tel(860)644-2511 Ext 329 Planning@SouthWindsor-CT.gov Z �- S87'18'29"E W a 50' REAR YARD 222.27' XX. 3�4 S8�9"E _y NO3'40 21"E S86'46 27"E z U / Q z I69-8 0' S86'4627"E 20.00 43.63' � 30 18/4 N86'48'39"1V 184.48'/ T S12 23'S8'1;V LU t7 a VI.R. 3\4 N86-46 27-W 43.88 � 20.29 rW NfF n N86'46 27 W 2 I•R. .40AG w r:r 1 18.94 W JOSS-PH M. GOONEY IRON PIN TO BE N87'18 29"W 165 BERLE ROAD SEr (NP.) - cr (/OL. 552 PG. 37) N/fF IR 58 N f_ I .5 CAROLE L. FLYNN PROPOSED 2OFT WIDE 1ASON R. & N/F /•R. � 150 BERLE ROAD CONSERVATION EASEMENT IN FAVOR KENNETH F & OF THE TOWN OF SOUTH WINDSOR ANN L. DONAHUE (VOL. 2267 PG. 339) ANN T. SARPU N (TYP) 130 R3L%'LE ROAD 118 BERLE ROAD I.R. SLIGHR.Y BENT 5,,W °30AH AREA = 5,287 S.F. (VOL, 1687 PG. 188) (VOL. 490 PG 231) ° N ZONING TABLE ZONING TABLE o ZONE: AA-30 ZONE (LIMITED RESIDENTIAL) ZONE: AA-30 ZONE (LIMITED RESIDENTIAL) ' 'i h L PL A N Sz ro * LOT LOT u CP i till 'ATUF: "! Cr- SOUTH WINDS ITS REQUIRED/ ALLOWED ROPOS J REQUIRED ALLOWED PROPOSED LO 2 92,709 SF ( 3,433 SF LOT AREA 30,000 SF 104,170 SF LOT AREA 60,000 SF _-,-•. �_ EXCLUSIVE OF ACCESSWAY) LOT FRONTAGE 150' 182.8' I LOT WIDTH 225' 345. ' SURVEY NO TES.- o vs LOT DEPTH 150' 229. 6' LOT DEPTH 150' 446.12' THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF Q y�ytty�r CONNECTTCUT STATE AGENC/ES SECTIONS 20-1-1 THRU 20-300b-20 AND THE > FRONT YARD 50' 274.3' OF CC�'�1/ "STANDARDS SUGGESTED METHODS AND PROCEDURE. FOR SURVEYS AND MAPS IN THEEml FRONT YARD 50' 56. """�•.�,SO p O• - STATE OF CONNEC77CU7"AS ADOPTED BY THE CONNEC77CUT ASSOCIATION OF LAND N � SIDE YARD 20' 76.7' '��+���"� 9�'� SIDE YARD 20' 124.1' Q� y �C SURVEYORS, INC, ON AUGUST 29, 2019. m 5 REAR YARD 50' 111.6'g : a • TYPE OF SURVEY IS A PROPERTY SURVEY AND IS INTENDED TO DEPICT THE REAR YARD 50' 110. PROPERTY OWNER: LOCA77ON OF EXIS77NG CONDl77ONS RELA77VE TO PROPERTY LINES, C HEIGHT 30' S30' JACQUES CONSTRUCTION LLC M•16766 � HEIGHT 30' S3 ' 67 RIDGE RD �¢ � i �'iao��Q • THIS lS A INDEPENDENT RESURVEY BASED ON DEEDS AND REFERENCED MAPS _J v �* • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS.. STORIES 2 1/2 S2 1/2 SOUTH WINDSOR, CT 06074 � "� STORIES 2 1/2 <2 1 2 SUR �+#MfM songP, LOT COVERAGE 15% 2.8% APPLICANT: TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTAN77ALL Y CORRECT AS NOTED SHEET LOT COVERAGE 15% 2.5 o JOHN JACQUES REFERENCES: HEREON. IMPERVIOUS COVERAGE N/A N/k IMPERVIOUS COVERAGE N/A N/A JACQUES CONSTRUCTION, LLC THIS PLAN REFERS TO THE FOLLOWING: 67 RIDCE RD 1. PLAN ENTITLED "PROPERTY & TOPOGRAPHIC SURVEY LAND OF JOHN SULLIVAN #73 MILLER �� NOTE• SOUTH WINDSOR, CT 06074 ROAD, SOUTH WINDSOR, CONNECTICUT" DATED 10-1�-21 PREPARED BY DESIGN c�%�' �`�;� ,/�" 16766 * INTERIOR LOT REQUIREMENTS (860) 305-1861 PROFESSIONALS, INC. orry A orke, L.S L/C. NO. SHEET 2 OF 5 -o U_ EROSION & SEDIMENTATION CONTROL MAINTENANCE AND INSPECTION E PROGRAM (WEEKLY CONSTRUCTION TS : ) x is� 20. PROPOSED GAS CONNECTION TO MILLER ROAD. C m We o CONTRACTOR TO COORDINATE FINAL SIZE AND PER RECOMMENDATIONS MADE IN THE 2002 CONNECIICUT GUIDELINES FOR SOIL 12 O LAYOUT WITH LOCAL UTILITY COMPANY. EROSION AND SEDIMENTATION CONTROL PLAN, THE CONTRACTOR SHALL MAINTAIN WEEKLY o v PROPOSED DRIVEWAY I REPORTS ON THE CONDITION OF ALL EROSION CONTROL MEASURES AND MAKE THEM Q N . fa Q APRON ANTI-TRACKING AVAILABLE UPON REQUEST OF OWNER, LOCAL AUTHORITY HAVING JURISDICTION, OR PAD. ALL CONSTRUCTION ENGINEER. IN THE EVENT OF A MAJOR RAINSTORM, (0.5 INCHES OR zo GRATER) REPORTS _ SHALL EXIT OVER PROPOSED 1 OFT WIDE EP WITHIN 24 HOURS OF SAID EVENT. t s VEHICLES/TRAFFICSHALL BE PR ARED o � � \� SAAN t.R. 3\4 SMN Tf=211.94' TF=�235 47' � THE CONSTRUCTION EXIT TRACKING STREET TREE EASEMENT PAD (TYPICAL) ACCESS EASEMENT IN d !Nt/-- INV-225.67' I EROSION & SEDIMENTATION CONTROL NARRA� OVERHEAD a FAVOR OF THE TOWN ° y man PROPOSED UTILITY POLE °- ;�z POWER LINES, AND UNDERGROUND 1A OF SOUTH WINDSOR. 1. PRIOR TO THE START OF CONSTRUCTION, ALL EROSION CONTROL DEVICES SHALL BE - S 198X W/LtGNT - - ELECTRICAL SERVICE. CONTRACTOR TO (AREA = 2,127 S.F.) INSTALLED IN CONFORMANCE WITH THESE PLANS. �° z�+ COORDINATE FINAL LOCATION AND i 0 ri 2 SNF T9989 At 16H 2 D _ £ox r DESIGN WITH LOCAL UTILITY COMPANY. PROPOSED CHANGES TO CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION o __ I _ I EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY o �W S - -- sx _ _ sx _ _ sx- __ _ s _ __ W T x sx f sx r--- sx - -- s _ / I j / INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY ES L! �y F 54 _ ` ( { # / J x J #- s„ �t _ _ sx S j s TO BE R MOVEDAY -' c� -- rc s I ( ! / 7-- - % x- - sx- Sx- .- - _ THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE LOCAL AUTHORITY _ - _ ry J # 1 [ PROPOSED CONNECTION x- - LOAM AND SEED \ \ L H Ed d Gx x - - Gx-- - - Gx-- - -- Gx_ -- Gx-- _ _� - i » HAVING JURISDICTION. �° �� x - cx- - - cx- - cx.- ____ -, - ! TO EXISTING 6 SANITARY LATERAL 4,' �, 214'-Gt-IT�LINE - sx �sx`-- , \ . `\ '� u y x_ _ INV=228.54f \ (SEE NOTE 4) { : . x LER j 7 NEAREST IN TE SECTION 3. CONSTRUCTION ACCESS SHALL BE INSPECTED REGULARLY TO ENSURE PROPE O \ v x- - - - Gx- - MBRIDGE DRN / I OPERATION. STONE SHALL BE ADDED OR REPLACED AS REQUIRED. L `- 500'+ SIGHT LINE `ti - -- � - 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADJACENT ROADWAYS, (BOTH FROM ACCUMULATE DUST . .............. .... ......... ...... ................. CLEAN AT ALL TIMES. ' •••�••••:� � �•• PUBLIC & COMPLETED PORTIONS OF THE PROJECT) FREE FR _ � ,, � 238.50 . _`! `�� AND DIRT. STREETS SHALL BE SWEPT N�� SIG'... T.. JC P. 1.25 /N CONIC ...... � � 1,NT 1.t'. 11rV IN CC1NC-- /,)?. 5 8 IN CONC AREAS WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED OR WHEN 6" SAN. LA.T / \ I.R. 5�8...-- FINAL GRADES ARE REACHED IN ANY PORTION OF THE SITE, SHALL BE STABILIZATION � 240 \ � WITH FINAL VEGETATION WITHIN 7 DAYS. AREAS TO BE LEFT BARE FOR MORE THAN b SAN. LA,T. 1 ZESE 30 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH (6 CYDS / 1000 � 2 o INV---228.65 cn ZESE / \\ I ` PROPOSED CONNECT TO EXISTING 6" SAN. S.F.) OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION f / LATERAL. (SEE NOTE 4) TAKES PLACE. WINTER STABILIZATION SHALL INCLUDE MULCH/STRAW OR HAY APPLIED AT L o& THE SAME RATE WITH A TACKIFIER PER RECOMMENDATIONS MADE IN THE 2002 m <i PROPOSED GAS CONNECTION TO EXISTING GAS / y N -� \\ ' CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. LINE. CONTRACTOR TO CONDUCT CONFIRMATORY En j{=� PIT TO DETERMINE CONDITION OF EXISTING TEST { I DISTURBED SLOPES EXCEEDING A 3:1 SLOPE SHALL IMMEDIATELY RECEIVE ° GAS LINE. ENGINEER SHALL BE CONTACTED TO 240 C �-- I i 6. ALL DIST BED DETERMINE IF DESIGN CHANGES ARE REQUIRED. / / Po` "`' ! ' / MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING APPLICATION N " 1 CONTRACTOR TO COORDINATE FINAL SIZE AND j ! RATES: . y LAYOUT WITH LOCAL UTILITY COMPANY I b lift l { f MULCH: RATE: ACCESSWAY i w // C I ' / < STRAW 90# / 1000 S.F. x24 . EX. HOUSE E PROPOSED \ TEMPORARY SEEDING: RATE: V / PERENNIAL RYEGRASS 1.0# / 1000 S.F. O -0 O BITUMINOUS DRIVEWAY 1 r \ I { :3 c� / ` - ` \� y \\ -''" - I 7. CONTRACTOR SHALL CLEAN CATCHBASIN SUMPS, DIVERSION SWALES, & TEMPORARY L O H �.• WU SETTLING SUMPS AS REQUIRED DURING CONSTRUCTION. C 4) L x24/•t I 8. DURING EARTHWORK OPERATIONS, CONTRACTOR SHALL MANAGE STORMWATER RUNOFF U -0 y \ \ l f 1 SO THAT NO DIRECT DISCHARGE OF RUNOFF THAT CONTAINS SUSPENDED PARTICLES, EX. HOUSE / �. / I / "' N C 1 ' -� FLOWS INTO RECEIVING WATERS. RUNOFF SHALL BE DIRECTED INTO TEMPORARY I \ i SEDIMENT SUMPS AND TREATED. p- 3 I.R. 3\4 c-.----___PROPOSED UNDERGROUND ELECTRIC, COMMUNICATION 241 xz4r.2 1 \ 9. AT NO TIME DURING THE CONSTRUCTION EFFORT SHALL THERE BE ANY OPEN AND cd SERVICE LINE 241 n I '/ DISTURBED AREA GREATER THAN 5 ACRES WITHOUT SILT FENCE PERIMETER OF SET O N .,_. �. a � � � J AREA. PROPOSED SANITARY LATERAL 399' 6" SDR-35 S=2.0% (MIN) { ,- 10. AFTER ALL SITE WORK IS COMPLETED, INCLUDING THE SPREADING OF TOPSOIL AND } SEEDING, THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STORM N > m m z4 . , DRAINAGE STRUCTURES AND CULVERTS. � ^ � � m � PROPOSED 20FT WIDE SILT FENCE (TYPICAL) / EASEMENT IN FAVOR I--- � CONSERVATION , (' �, /- �, SOUTH WINDSOR 11. AT ALL TIMES DURING THE CONSTRUCTION EFFORT, THE CONTRACTOR SHALL HAVE OF THE TOWN OF SOU LIMIT OF l AVAILABLE THE APPROPRIATE EQUIPMENT FOR WATER APPLICATION FOR THE �, x 240.Sf (NP) � ACCESSWAY .i PURPOSES OF ALLAYING DUST. APPLY WATER, SUITABLE MATERIALS, OR COVERS TO AREA = 17,129 S.F. LP, 1tN IN CJNC 1.2AG co \ / \ PROPOSED SANITARY LATERAL MATERIAL STOCKPILES AND OTHER SURFACES THAT CAN GIVE RISE TO AIRBORNE v `282' 6" SDR-35 S=2.0% (MIN) PARTICULATE MATTER. COVER, WHILE IN MOTION, OPEN-BODIED TRUCKS OR }{ r y 2'y 3�"v t \ �' } OPEN-BODIED TRAILERS. MINIMIZE THE VOLUME OF WATER SPRAYED FOR �1 24 I \ r ' ' v + } - _ _ _ CONTROLLING DUST AS TO PREVENT THE RUNOFF OF WATER. NO DISCHARGE OF f l J / j -'j 2 0 / �� DUST CONTROL WATER SHALL CONTAIN OR CAUSE A VISIBLE OIL SHEEN, FLOATING 242 /e �� #/ \ \ \\ / TM ` ~ /( ! SOLIDS, VISIBLE DISCOLORATION OR FOAMING IN THE RECEIVING STREAM. Z x24J..6 ~ l PROPOSED x24r.7 } C" \ c \ / f / _ _1 - � � 12. THE DEVELOPER SHALL ENSURE THAT CONSTRUCTION ACTIVITIES COMPLY WITH THE V { } } / I f ( / /• 7 l WELL ,^ -. \ / / O 0 l 1 r NOISE ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. Q OE I} (}}{ /1 �1 1 # f ' 12• SF I x z43{ PROPOSED TREE LINE �- 13. THE CONTRACTOR SHALL EXCAVATE A PIT TO BE DESIGNATED AS A WASHOUT AR A ( Oo I { 1 FOR CONCRETE, PAINT, AND OTHER MATERIALS. THIS AREA SHALL BE CLEARLY f l / / / ` / (TYPICAL) / FLAGGED AND CONSTRUCTED TO BE ENTIRELY SELF-CONTAINED. THIS AREA SHALL = > W Z 244.50 -/ ,� # BE OUTSIDE OF ANY BUFFERS AND AT LEAST 50 FEET FROM ANY STREAM, ,� J / 244.80 243 244.80 v1 I f WETLAND OR OTHER SENSITIVE SOURCE. DUMPING OF LIQUID WASTES IN STORM J 3 SEWERS IS PROHIBITED. THE WASHOUT AREA SHALL BE INSPECTED AT LEAST ONCE r - l { } I { 1 # f _/ -_ A WEEK TO ENSURE STRUCTURAL INTEGRITY, ADEQUATE HOLDING CAPACITY, AND 0 M I- / }f / } # # ry # { / / f { { # / ��` { } ''� CHECK FOR LEAKS AND OVERFLOWS. ACCUMULATED DEBRIS SHOULD BE REMOVED - _ 6" SANITARY LATERAL --- - - f ! ONCE THE WASHOUT AREA REACHES HALF WAY FULL OR IS DEEMED NECESSARY 0 m = 0 �� � / } 244.50 � INV=236.91(MIN) , f AVOID OVERFLOWS. REMOVE AND DISPOSE OF HARDENED CONCRETE WASTE 2'w / { + 10 / x z4z; CONSISTENT WITH PRACTICES DEVELOPED FOR THE WASTE DISPOSAL. 244.83 / j f \ ' N ' ! ATE A WASTE DISPOSAL AREA FOR TEMPORARY R. 3 4 {{ { / # # { { { { # { # } $ Q � / 244.70 _.- `•' \ ` / } -n ' 14. THE CONTRACTOR SHALL DESIGN }# I # I } # } } ( 4-BEDROOM \ I I STORAGE OF MATERIALS TO BE REMOVED FROM THE SITE. THE DESIGNATED WAS11. w 245.0 I j 1 245.0 { l HOME GRADING 4-BEDROOM/ 244.83 LOT 2 } 1 AREA SHALL BE SELECTED AS TO MINIMIZE TRUCK TRAVEL THROUGH THE SITE. E AREA WILL NOT DRAIN DIRECTLY TO ADJACENT WETLANDS. PICKUPS SHALL BE I } } { j } } } # F.F.=146. 0 / \ \RIDGELINE I HOME 87 MILLER ROAD 1 / { , ON { o �•�) x { T•WAz244Sr750� 244.20 ( 70 \ I 245.0 / 104,170 SF } ! SCHEDULED REGULARLY IMMEDIATELY. PREVENT THE CONTAINERS FROM OVERFILLING. SPILLS f } ( { 6" FOUNDATION � F23 244 � SHALL RE CLEANED UP IMMEDIATELY. DEFECTIVE CONTAINERS THAT MAY CAUSE DRAIN, P( l w f 244.80 2.391 ACRESS=0.82�} LEAKS OR SPILLS WILL BE IDENTIFIED THROUGH REGULAR INSPECTION. ANY FOUN} } N ' o 45,b _ �S x24�"4 / '\ / TO BE 4EFECTIVE WILL BE REPAIRED OR REPLACED IMMEDIATELY. ANY STOCKPILI G 6" FOUNDATION DRAIN } f # 6" SANITARY LAT/ERAL 124.1' SS \ 76.T F.F.=246.50 0 { } J �, x 2�t�3 \ / OF MATERIALS SHOULD BE CONFINED TO THE DESIGNATED AREA AS DEFINED BY m p I .=236.00t (DAYLIGHT) } # x \ T.W.=245.50 1 1 THE CONTRACTOR. r { { INV=236.91(MIN) / \ i (INSTALL W/ RODENT I { ! �l \ GAR.=2237.50 / } \ t f{ { ) } } SCREEN) } } f f { // \ \ GAR.=245.0 %SUMP13 r "' 15. ALL CHEMICAL AND PETROLEUM PRODUCT CONTAINERS STORED ON THE SITE ' ti� ARROWS (TYP)IN 244.50 `L " _ \ 244.83 I EXCLUDING THOSE CONTAINED WITHIN VEHICLES AND EQUIPMENT) SHALL BE o, { # # { { } / \ PUMP6 FOUNDATION PROVIDED WITH IMPERMEABLE CONTAINMENT WHICH WILL HOLD AT LEAST 110% 0 \ I / THE VOLUME OF THE LARGEST CONTAINER, OR 10% OF THE TOTAL VOLUME OF A R75 FROM WELL I 244.83 \ DRAIN S=0.5� z f f 244.83 Z MODIFIED RIPRAP APRON � } I } # I ( / A4 244.83 � � \ � � � ry°� / » � { CONTAINERS IN THE AREA WHICHEVER IS LARGER WITHOUT OVERFLOW FROM TH m // J / / / W_ 2 / 1 r \ __ 6 FOUNDATION DRAIN { ]f ( } L =7 -1 5 ; W2=8 ! ( ! ( INV.=236.50 ( L 1 L\ _ 90_ X 9 BUILDABLE R ( CONTAINMENT AREA. ALL CHEMICALS AND THEIR CONTAINERS SHALL BE STORED 2 - -- 243 - - / \ l \ l ------ ��y INV.=241.00f (DAYLIGHT) ' UNDER A ROOFED AREA EXCEPT FOR THOSE CHEMICALS STORED IN CONTAINERS OF LOT 1 } + - PROPOSED \ / ti (INSTALL W/ RODENT 100 GALLON CAPACITY OR MORE IN WHICH CASE A ROOF IS NOT REQUIRED. z z { f { f { } { + + + 242 W \ \ / + SCREEN "' \ TANKS SATISFY THIS REQUIREMENT. 3 73 MILLER ROAD f + 24� + + + / ti°� ,� l ► x + E ) ` F DOUBLE-WALLED T o 92,709 SF +++ +++++ + /r \ \\ \ �� ++++++ I 2.128 ACRES } +{ + + + f J \ t 242 Z + + + \ I { Y UTILITIES OR SIGNS. ~ 16. CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF # # EXCLUDING } Q \ + + + + + + + } \ I ! t { AN TILITIE I> (L (83,433 SF I } / I\ + + + + + + + ACCESSWAY) j ! / PROPOSED TREE LINE \ + + J �� / if f 17. IF REQUIRED, AN APPROVED EROSION CONTROL BOND SHALL BE PREPARED BEF RE w (TYPICAL) THE START OF ANY CONSTRUCTION ACTIVITY. w / { { f / / � � I r } } # / ,r �\ , # { / t 18. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED R a ( } I ( / / l f f l / 1 I ! } } ____L__ �� ` \ \\ 7 / / 1 COMPACTED ON FROZEN GROUND. RAIN GARDEN I \ - f p (SEE GRADING PLAN NOTES L I \ / s \ \ \ } ESTIMATED COMPLETIONESTIMATED ODATEART DATE _ FALL 2022 2 ` l l 1 // / `L� / TOP OF RAIN \ TOP OF RAIN RAIN GARDEN I J j NOTE 5 AND SEEDING NOTES f I / c� 1 W N / ON RAIN GARDEN SECTION f I } \ \ ` \ \ GARDEN 242.0 (SEE GRADING PLAN NOTES ( } { f l DETAIL ON SHEET C SECTION f # GARDEN 242.0 I \� \ \ / NOTE 5 AND SEEDING NOTES I.R. 3 4 // # } 1 { / / / / ON RAIN GARDEN SECTION t x 242.4 � � ���1f���OR PROPOSED UNDERGROUND UTILITIES o N DETAIL ON SHEET C-D2) 1 'S u, u ! r-i�� TtI�E o '(�;lf��� `� f �s EU Electric & Comm Communication!,, i ...-� lfi �� Z WS 1" Domestic Water Supply jrt J ax � \ �- ��, '� ��-. 2� GS Natural Gas J 252 ` FD 6" PVC Foundation Drain M !.R. .S\4 I.R. 5�8 \ \ / � ,� r^ ~ �.,._. ..._. 1 e SS Sanitary Sewer o \ \ Z • IRON PIN TO BE STR ET TREE NOTES. J SET (TYP.) I.R. 5\8 NOTE: �R, 5 a 1. ALL T EES SHALL BE HANDLED BY THE ROOT BALL AND NOT BY HE TRUNK OF THE TREE. ROOF LEADERS TO DISCHARGE REFERENCES: .J M ,m 2. ALL ROPE OR TWINE SHALL BE COMPLETELY REMOVED ONCE THE REE HAS BEEN PLACED IN PROPOSED 20FT WIDE TO SPLASH PADS AT PROPOSED THIS PLAN REFERS TO THE FOLLOWING: a THE PLANTING AREA, BURLAP SHALL BE ROLLED DOWN AND CUT R TUCKED UNDER THE CONSERVATION EASEMENT IN FAVOR GRADES AT EACH HOUSE 1. PLAN ENTITLED "PROPERTY & TOPOGRAPHIC SURVEY, LAND OF JOHN SULLIVAN, #73 MILLER ROOT BALL. ROAD, SOUTH WINDSOR, CONNECTICUT" DATED 10-1-21 PREPARED BY DESIGN 3. ANY WIRE BASKETS SHALL BE CUT AND THE UPPER 2/3 REMOVE AFTER THE TREE IS OF THE TOWN OF SOUTH WINDSOR PROFESSIONALS, INC. W °..' PLACED IN THE PLANTING AREA. _ (TYP) 4. ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVER TO THE PLANTING SITE. AREA _ 5,2$7 S.F. SITE PLAN NOTES: 5. ALL TWINE, ROPE OR ANY OTHER OBJECTS AROUND THE ROOT B L SHALL BE REMOVED. 1. 'CALL BEFORE YOU DIG' - CONTRACTOR SHALL NOTIFY UTILITY COMPANIES OF PENDING c v 6. A PLANTING AREA OF TWO TIMES THE DIAMETER OF THE ROOT BALL SHALL BE EXCAVATED. THE DEPTH OF THE EXCAVATION SHALL BE TWO INCHES LESS THAN THE OVERALL HEIGHT OF PROPERTY OWNER: EXCAVATION BY CALLING 811 AT LEAST 3 WORKING DAYS PRIOR TO BEGINNING EXCAVATION. �%���OF COyNF THE ROOT BALL AS MEASURED FROM THE ROOT FLAIR ON THE T LINK TO THE BOTTOM OF JACQUES CONSTRUCTION LLC 2• THIS PLAN SHALL BE USED FOR GRADING & DRAINAGE PURPOSES ONLY �. jUa �'j ' ern THE ROOT BALL. 3. CONTRACTOR TO CONDUCT CONFIRMATORY TEST PIT TO DETERMINE ACTUAL INVERT ELEVATION. •��� ��tiG� N EXCAVATED MATERIAL SHALL BE DEPOSITED AT AN APPROVED SITE. 67 RIDGE RD IF THE ELEVATION CREATES A CONFLICT WITH THE PROPOSED SANITARY LATERAL ELEVATIONS 7. ALL E BE WORKED IN TO AVOID ANY AIR r g 8. WHEN BACK FILLING TREES, GROWING MEDIUM SHALLREDUCE SOUTH WINDSOR, CT 06074 DEPICTED ON THIS PLAN, THE DESIGN ENGINEER SHALL BE CONTACTED TO DETERMINE IF MUST BE TAKEN NOT TO COMPACT GROWING MEDIUM EXCESSIVELY. ET TREE PLANTING SC DESIGN CHANGES ARE REQUIRED. POCKETS. CARE MU E SET TWO INCHES BOVE FINAL GRADE. SIRE :G: `3 'f�ti SHEET 9. THE BEGINNING OF THE ROOT FLAIR SHALL B APPLICANT: 4. REFER TO NOTES SHEET FOR GRADING & DRAINAGE NOTES ���� . APPLIED AS SOIL CONDITIONS DICTATE. COMMON NAME SIZE TYPE NOTES JOHN JACQUES 5. AT THE TIME OF THE BUILDING PERMIT, DETAILS OF THE RAIN GARDENS, INCLUDING THE 10. WATER SHALL BE KEY QTY BOTANICAL NAME �,s��,N0"1�6.FG��. C"GD1 11. ALL TREE TRUNKS SHALL BE FREE FROM ANY INJURY OR DAMAGE. JACQUES CONSTRUCTION, LLC PROPOSED PLANTINGS, SHALL BE SHOWN ON THE PLOT PLAN SUBMITTED. SINGLE CENTRAL DOMINANT LEADER. �' �`Iti'DSCAP1 ' �' 17 12. ALL TREES SHALL HAVE A SIN 67 RIDGE RD 13. TREES SHALL NOT BE STAKED OR GUYED UNLESS DICTATED BY E TREE WARDEN. TREES i 14. THE DEPTH OF ALL MULCH SHALL NOT EXCEED MORE THAN TWO INCHES. Zelkova serrata 'V'illgge Green' Village Green Zelkova 3" cai. B&B PLANT AS SHOWN SOUTH WINDSOR, CT 06074 SHEET 3 OF 5 15. ALL TAGS, RIBBONS, OR OTHER MARKINGS SHALL BE REMOVED. ZESE 2 (860) 305-1861 16. NO PRUNING SHALL BE PERFORMED UNLESS DIRECTED BY THE TREE WARDEN. 17. NO FERTILIZERS OR WATER POLYMERS SHALL BE APPLIED AT PLA qTING. UL appropriate utility companies and the affected end users to minimize impact water service piping shall be installed in accordance with the requirements and LEGEND o ^ ~. CONSTRUCTION NOTES. and service interruption. specifications of the water authority having jurisdiction. In the absence of suchLr8, cc specifications, water main piping must ductile iron (DIP) minimum Class 54. All EXISTING DESCRIPTION PROPOSED on °L O 1. At least two full business days riot to starting an site activity or demolit on, m °o°o O Y P 9 Y Y 21. The contractor shall arrange for and coordinate with the appropriate utility work and materials must comply with the applicable American Water Works BORINGS O En W the contractor shall contact the applicable state utility location service by dialing companies for all services that require temporary or permanent termination for Association (AWWA) standards in effect at the time of the service application. TP BORING / TEST PIT Q N o v 811 or submitting an online ticket request. The utilities shall be marked i all the project, whether shown on the site plans or not. Termination of utilities LOCATION areas of proposed disturbance. shall be performed in compliance with all local, state and/or federal regulations. 41. The contractor shall ensure that all work located in existing pavement be COMMUNICATION repaired in accordance with municipal, county and/or DOT details as applicable. - - CX_ _ CX_ UNDERGROUND C o J t 2. It is the contractor's responsibility to review all construction contract documents 22. Contractor must prepare record drawings depicting the location of existing Contractor is responsible to coordinate the permitting, inspection and approval - - but not limited to, all pp p P of completed work with the agency having jurisdiction over the proposed work. COMMUNICATION LINES associated with the project scope of work, including, utilities that are capped, abandoned in lace, or relocated and provide to the DOMESTIC WATER a) d drawings and specifications, architectural plans, boundary and topographic survey, Owner and the Engineer of record. - - 4 wetlands assessment and reports, geotechnical reports, environmental reports, 42. Where sump pumps are installed, all discharges must be connected to the - wk- - - '�k- WATER MAIN W y W o and approval conditions, prior to the commencement of construction. Shoul the 23. Should hazardous material be discovered/encountered, which was not storm sewer or discharged to an approved location. - WATER SERVICE 0 z j contractor find conflict and/or discrepancy between the documents relative to anticipated/addressed in the project plans and specifications, cease all work - - - r•x- - - r•,- FIRE SERVICE LINE F o = W�, the plans, specifications, reports, or the relative or applicable codes, regul tions, immediately and notify Owner and Engineer regarding the discovery of some. Do 43. For single, and multi-family residential projects, spot elevation(s) adjacent to the - - NPwx- NON-POTABLE WATER NPW o �1C laws, rules, statutes and/or ordinances, it is the contractor's sole responsibility not continue work in the area until written instructions are received from an buildings are schematic for non-specific building footprints. Grades must be LINE O -C W to notify the Engineer, in writing, of said conflict and/or discrepancy prior to environmental professional. adjusted based on final architectural plans and shall provide a minimum of six WATER VALVE / O 0 •y 1-= the start of construction. (6) inches below top of foundation/concrete and/or six (6) inches below the © ® FIXTURES �° � y d 24. The contractor is responsible for preventing movement, settlement, damage, or fagade treatment, whichever is lower, and must provide positive drainage away FIRE HYDRANT �� ; 3. The contractor shall be responsible for adhering to any conditions of approval collapse of existing structures, and any other improvements that are to remain. from the structure (minimum of 2%). All areas shall be graded to preclude LIQUID FUEL u O p placed on the project by the authorities having jurisdiction. If any existing structures that are to remain are damaged during construction, ponding adjacent to buildings, and on or adjacent to walks/driveways leading to - repairs shall be made using new product/materials resulting in a pre-damage the buildings. All construction, including grading, must comply with all - - LF MAIN LIQUID FUEL LINE LF i _ LIQUID FUEL SERVICE LIFS 4. The contractor must comply, to the fullest extent, with the latest Occupational condition, or better. Contractor is responsible for all repair costs. Contractor applicable building codes, local, state and federal requirements, regulations and Safety and Health (OSHA) standards and regulations, and/or any other agency shall document all existing damage and to notify the Owner prior to the start ordinances. - LINE - �.o LIQUID FUEL LINE, with jurisdiction for construction activities. The contractor is solely responsi le of construction. = ABANDONED for construction means, methods, techniques, sequences, or procedures, or for 44. Contractor shall maintain and control traffic on and offsite in conformance with safetyprecautions and programs in connection with work on the Project. The 25. The use of explosives, if required, must comply with all local, state and federal IRRIGATION P the current Federal Highway Administration (FHWA) "Manual on Uniform Traffic _ Engineer will not be responsible for the contractor's safety, schedules, or failure regulations. The contractor shall obtain all permits that are required by the Control Devices"(MUTCD), and the federal, state, and local regulations for all - �x- - - Ix- IRRIGATION LINES I documents. The Engineer federal, state and local governments, and shall also responsible for all LIGHTING y J ° to carry out its work in accordance with the contract docu aspects of demolition and site work. If a Maintenance of Traffic Plan is will not have control over or charge of acts or omissions of the contractor, notification, inspection, monitoring or testing as may be required. required for work that affects public travel either on or offsite, the contractor ° subcontractors or their agents or employees, or of any persons performing # / � POLE / GROUND * / � g shall be responsible for the cost and implementation of said plan. MOUNTED LIGHT portions of work on the Project. 26. All debris from removal operations must be removed from the site at the time NATURAL GAS of excavation. Stockpiling of demolition debris will not be permitted. Debris - - e Engineer in writing if there are an questions shall not be burned or buried on site. All demolition materials to be disposed 45. All temporary and permanent onsite and offsite signage and pavement markings - �- - - �- GAS MAIN G �� 5. Contractor must notify the g g Y stumps, limbs and brush, shall be done in shall conform to MUTCD, ADA, state DOT, and/or local approval requirements. - GSA GAS SERVICE LINE Gs 6 - d specifications. If of, including, but not limited to, p , s the accuracy or intent of these plans or relate p concerning y P 'cable POWER � �� �� �� � ���� state and federal laws and applicable �J �� � such notification is given, no demolition or site activity may begin until su h accordance with all municipal, county, PP time that the Engineer provides a written response to same. codes. The contractor must maintain records of all disposal activities. 46. Contractor shall prevent the emission of dust, sediment, and debris from the v n site, and shall be responsible for corrective measures such as street sweeping, ELECTRICAL LINES, e OVERHEAD E0 �'a� o���� �� 6. Contractor shall adhere to and is responsible for compliance with all detai s, 27. The contractor is responsible for repairing all damage to any existing utilities and clean-up work as deemed necessary by the Engineer orthe authority having EUX- on. - ELECTRICAL LINES, Eu " notes, plans and specifications contained herein. It is the responsibility o jurisdiction.the during construction, at its own expense. UNDERGROUND UTILITY POLE `1� contractor to ensure that all work performed by their subcontractors is in full compliance with these requirements. 28. All property monumentation shall be protected during construction. It is the 47. All concrete must be air entrained with a minimum compressive strength of o protect all property monumentation. If 4,000 psi at 28 days unless otherwise specified on the plans, details and/or PROPERTY - - 0 -p O contractors sole responsibility t p p p Y - - 7. The contractor shall confirm that they are in receipt of the current versio of monumentation is disturbed, it is the contractor's reponsibility to have a geotechnical report. PROPERTY LINE U. U. 7 p the referenced documents prior to the commencement of any work. licensed land surveyor in the State of Connecticut replace the monumentation to EASEMENT LINE n town or state standards. 48. The Engineer will review contractor submittals which the contractor is required 8. Prior to commencing work, the contractor shall review and correlate all to submit, but only for the sole purpose of checking for general conformance 0 IRON PIPE V y consultants plans and specifications including the entire site plan and the latest 29. All new utilities/services, including electric, telephone, cable tv, etc. are to be with the intent of the design and contract documents. The Engineer is not ® IRON ROD • N C architectural plans (including, but not limited to, structural, mechanical, installed underground unless noted otherwise on the plans. The Contractor shall responsible for any deviations from the construction documents unless O contractor received explicit direction to do so, in writing, from the Engineer. 0 MONUMENT ■ � 3 electrical, plumbing, and fire suppression plans, where applicable), in particular be responsible for installing all new utilities/services in accordance with the The contractor remains responsible for details and accuracy, for confirming and ROADS U t for building utility connection locations, grease trap requirements/ details, door utility/service provider's written installation specifications and standards. correlating all quantities and dimensions, and for techniques of assembly and/or GUARD RAIL 0 access, and exterior grading. Contractor must immediately notify the Architect fabrication processes. EROSION CONTROL and the Engineer, in writing, of any conflicts, discrepancies or ambiguities which 30. All earthwork activities must be performed in accordance with these plans and N SILT FENCE SF exist, and receive a written resolution prior to commencing construction. specifications and the recommendations set forth in the geotechnical report 49. All dimensions are to face of curb, edge of pavement, or edge of building, completed for this project. In the absence of a geotechnical report, all unless noted otherwise. SITE FEATURES Y tractor is required to secure all necessary activities must comply with the standard state Department of 9. Prior to commencing work, con q rY earthwork ac p y 4" DOUBLE SOLID pSyL � � � � � v m and/or required permits and approvals for the construction of the project Transportation (DOT) specifications (latest edition) and any amendments or 50. The contractor shall install and/or construct all aspects of the project in strict YELLOW LINE o c7 including, but not limited to, demolition work, and all off site material so rces revisions thereto. All earthwork activities must comply all applicable and disposal facilities. Copies of all permits and approvals shall be maintained compliance with and accordance with manufacturer's written installation 4" SINGLE SOLID WHITE SSWL p p p PP requirements, rules, statutes, laws, ordinances and codes for the jurisdictions LINE standards, recommendations and specifications. on site throughout the duration of the project. The contractor shall thoroughly where the work is being performed.ermits and conditions prior to fabrication o P P 51 All pumped discharge must utilize silt-sac or approved equal review and understand all ti f BIT. CONC. LIP CURB BCLC . . Monitor to ensure PRECAST CONCRETE PCC any materials or products to be used as part of the project. 31. The contractor is responsible for removing and replacing unsuitable materials CURB dewatering activities do not cause erosion downstream. Stabilize area utilizing with suitable materials. All excavated or filled areas must be properly winter stabilization if appropriate for season of construction. Dewatering activities SANITARY SEWER 10. The contractor is responsible for independently verifying all existing onsite compacted. Moisture content at time of placement must be submitted in a - z utilities within and adjacent to the limits of the project activities. Under round compaction report prepared by a qualified geotechnical engineer, licensed in the shall be completed in accordance with the 2002 CT Guidelines for Soil Erosion - Six- SANITARY SEWER MAIN S �� utility, structure and facility locations depicted and noted on the plans hale state where the work is performed, verifying that all filled areas and subgrade and Sodiment Control. - - Ssu - - - � - SANITARY SEWERss Z been compiled, in part, from record mapping supplied by the respective ility areas within the building pad area and areas to be paved have been - SERVICE LINE P AMERICANS WITH DISABILITY ACT NOTES TO CONTRACTOR: O SANITARY SEWER Q �1� O 0 V companies or governmental agencies, from parol testimony, and from other compacted in accordance with these plans, specifications and the sources. These locations must be considered as approximate in nature. recommendations. Subbase material for building pads, sidewalks, curb, or asphalt MANHOLE existence of which r unsuitable materials. Should subbase be The contractor shall review the proposed construction with the local building DRIP LINE STORM SEWER � �_ � � Additionally, other such features may exist on the site, the must be free of organics and other _ _ _ - - - _. - are unknown to the Engineer. deemed unsuitable b Owner/developer or Owner/developer's representative, official prior to the start of construction. Contractors shall be precise in the STORM DRAIN PIPE Q Y 3' MIN. HIGH ORANGE .___ Z > w Z subbase is to be removed and filled with suitable material and properly construction of Americans with Disabilities Act (ADA) accessible parking, I I - - � - - - � - ROOF LEADER RL 11. The contractor is responsible for ensuring the installation of all improvem nts com onents, and accessible routes for the ro ect. These components shall i i CONSTRUCTION FENCE - - - Q J 3 compacted at the contractors expense. All fill, compaction, and backfill P P J P tg € -uo- - -uo- UNDERDRAIN -uo- - -uo _ comply with all requirements of utility companies with jurisdiction and/or control materials required for utility installation must be coordinated with the applicable comply with all applicable state and local accessibility laws and regulations and o,. _.; GRADE the current ADA regulations and construction standards. These components Q STORM DRAIN MANHOLE OD W m � � of the site. utility company specifications. The Engineer shall have no liability or responsibility 9 °'- ~" for or as related to fill, compaction, backfill, or the balancing of earthwork. include, but are not limited to the following: Q CURB INLET 0 ELEVATION CATCH BASIN m N 12. Locations of all existing and proposed services are approximate. Final utility service sizes and locations, including, but not limited to, the relocation and/or • Parking spaces and parking aisles shall not exceed a 1:50 nominal) 2.0% METAL OR WOOD mi U) 32. Pavement must be saw cut into straight lines and must extend to the full (nominally ) STAKE (TYP.) 5' O.C. YARD DRAIN installation of utility poles, or the relocation and/or installation of transfo mers, depth of the existing pavement, except for edge of butt joints. slope in any direction. are at the sole discretion of the respective utility companies. TOPOGRAPHY 2 33. The tops of existing manholes, inlet structures, and sanitary cleanout tops must . Accessible routes shall be a minimum of 36"wide (unobstructed). Handrails and TREE TRUNK -95---- - CONTOUR 95 oc 13. Prior to commencement of any work, the contractor shall independently be adjusted as necessary, to match proposed grades. car overhangs may not obstruct these areas. Longitudinal slopes (direction of coordinate and confirm with the appropriate utility companies to finalize II X61.95 SPOT ELEVATION 95 m travel) shall not exceed 1:20 (5.0%) and shall have a cross slope no greater utility services and/or relocations to ensure no conflict with the design p ans 34. Where retaining walls (whether or not they meet the jurisdictional definition) are than 1:50 (2.0%). DRIP LINE OTHER > and that proper depths can be achieved. All discrepancies must immediately be identified on plans, elevations identified herein are for the exposed portion of reported to the Engineer in writing. Should a conflict arise due to the f nal RAMP R p g g. the wall. Wall footing/foundation elevations are not identified herein and are to . Accessible routes exceeding 1:20 (5.0%) shall be considered a "ramp". NOTE: ffl I designs of the utility company, the contractor shall notify the Engineer i writing CONTRACTOR SHALL REFER TO LANDSCAPE AREA LSA m be set/determined by the contractor based on final structural design shop Maximum slopes of a ramp shall be 1:12 (8.3%) in the direction of travel, and and await a written resolution prior to proceeding with further utility inst llations. drawings prepared by an appropriate professional licensed in the state where SITE PLAN - LAYOUT AND a cross slope of 1:50 (2.0%). Ramps shall have maximum rise of thirty (30) LANDSCAPING PLAN FOR the construction occurs. FINISHED GRADE a 14. Prior to commencing construction, the contractor shall field verify all exi ting inches, shall be equipped with hand rails on both sides, and landings at the PLAN LOCATION OF TREE PROTECTION ' conditions, topographic information, utility invert elevations, and proposed layout 35. Unless indicated otherwise or required by the authority having jurisdiction, all top and bottom of the ramp. Landings shall not exceed 1:50 (2.0%) in any TREE PROTECTION DETAIL COVER dimensions, and must immediately notify the Engineer in writing if actual site direction and have positive drainage away from the landing. pipes shall be as follows: 77777777 conditions differ or are in conflict with the proposed work. No extra N.T.S. ~ will be aid to the contractor for work which has to be redone • A landing shall be provided at the exterior of all doors and at each end of w compensation P Reinforced Concrete pipe (RCP) shall meet the requirements of due to dimensions or grades shown incorrectly on these plans ramps. Landings shall not exceed 1:50 (2.0%) in any direction and have Z 0 or repaired 9 AASHTO M 170 Class IV with silt tight joints. unless the contractor receives written permission from Owner/developer giving positive drainage away from the landing and/or building. The landing shall be z v O Z > authorization to proceed with such additional work. High-Density Polyethylene pipe (HDPE) shall conform to AASHTO no less than 60 inches long unless permitted otherwise per the ADA regulations. 6" PVC. (� O M 294, Type S (smooth interior with angular corrugations) 15. Where utilities are proposed to cross/traverse existing underground utilities, the • Curb ramps- shall not exceed a 1:12 (8.3%) slope for a maximum length of w elevations of the existing utilities shall be verified in the field prior to with gaskets for silt tight joints. six (6) feet or a maximum rise of six (6) inches. w a LU construction by excavating a test pit at the proposed utility crossing point. Polyvinyl chloride (PVC) pipe for roof drain connections shall beCA a Should the field verified existing utility be in conflict with the proposed site ' ns shown on the Ian in areas of STANDARD WYE OR 45 DEGREE BEND � SDR 35 gasket pipe. Polyvinyl Chloride (PVC) pipe for • The contractor shall verify all existing elevations p LU designs, the contractor shall notify the Engineer in writing and shall not proceed existing doorways, accessible routes or other areas where re-construction is 12" _ 12" I USE TEE/WYE with said utility construction until further direction is given from the Engineer. sanitary sewer pipe shall be SDR 35 gasket pipe. proposed. The contractor shall immediately notify the Owner and Engineer in writing if any of the proposed work intended to meet ADA requirements is N 16. At least 72 hours prior to starting any site activity or demolition, the contractor 36. Storm sewer pipe lengths indicated are approximate and measured to the inside incapable of doing so, or if there is any ambiguity regarding which design a shall notify, at a minimum, the building official, municipal engineer, department of inlet and/or manhole structure. Sanitary sewer pipe lengths indicated are components are intended to meet ADA requirements. The contractor shall not of public works, planning and zoning commission, the Engineer, and loco inland approximate and measured to center of inlet and/or manhole structure to commence the work in the affected area until receiving written resolution from i o o N i o0 0 0o i DIRECTION OF FLOW � " � � wetland commission, as applicable. The contractor shall also attend a center of structure. Engineer. i o00 0� o C> i 3/4 BROKEN a a pre-construction meeting with the local municipality, if required, prior to o commencing any site activity or demolition. 37. Stormwater roof drain locations are approximate and are based on preliminary TRAPROCK O N ° °0 ° o° UNDER BED Qarchitectural plans. Contractor is responsible for reviewing and coordinating the °° °c o° 000° 000°c 00 NOTES: Z u 17. Prior to starting any site activity or demolition, the contractor shall imp) ment final architectural plans to verify final locations and sizes of all roof drains. ° BOTTOM OF PAVEMENT SECTION the soil erosion and sediment control measures as noted on the plans. Refer °o o° o 0 $ °° ° °°° °°°° °° 1. IF CLEANOUT IS LOCATED IN PAVEMENT OR SIDEWALK, to the Erosion and Sedimentation Control Notes. 38. Sewers crossing streams and/or location within 10 feet of the stream ° 000 ° °°c°°° °° °°° °° PROVIDE STEEL FRAME AND GRATE. SPECIFICATIONS TO BE embankment, or where site conditions so indicate, must be constructed of steel, o o° 0°° ° °° ° 18. No work, including but not limited to tree clearing, beyond the limits of reinforced concrete, ductile iron or other suitable material. Sewers conveying r7 0°°o° o o°oo°o°° o° BEDDING MATERIAL PER CONNDOT, APPROVED BY TOWN ENGINEER. Q disturbance shown shown on the approved plans shall be completed without sanitary flow, combined sanitary and stormwater flow or industrial flow must be o° o °°°0 0 0°0 FORM 817, SECTION 10.01.02 the limits shown on the drawings separated from water mains b a distance of at least 10 feet horizontally. If °0 °°0 °0 0°°o o0c OR APPROVED EQUAL W N m approval. No trees and/or vegetation outside 9 p Y shall be removed. Any items desired to be removed outside the limits shown such lateral separations are not possible, the pipes must be in separate °o o°0 0° ° ° o ° ROOF LEADER CLEAN 0 cal authorities h yin trenches with the sewer at least 18 inches below the bottom of the water 00 0°°o°o o°O° 0°o°°° RED WARNING TAPE m must be approved in writing by the engineer and the to g jurisdiction. All equipment and construction activities must be confined t the main, or such other separation as approved by the agency with jurisdiction over 0 N.T.S Q right-of-way, and desi designated works ace. same. Where appropriate se aration from a water main is not possible, the o° o °o o°O°0 0 0°00°° NOTE: J property, 9 PP 0 00 00 0 000 0° sewer must be encased in concrete, or constructed of ductile iron pipe using � 0 0 0 ° °0 0° W 19. The demolition plan or existing features designated to be removed are i tended mechanical or slip-on joints for a distance of at least 10 feet on either side 0 0 0 0 0 ° ° ° INSTALLATION OF ELECTRICAL SERVICES SHALL s to be demolished a d or of the crossing. In addition, one full length of sewer pipe should be located so PROPERTY VVNEFt N 0 00�°0°0 0° °o c°o° BE IN ACCORDANCE WITH APPLICABLE UTILITY 0 to provide only general information regarding item / 9 PRE °0 °0° 0 °o° 0°0 _ all review all site Ions and architectural drawings both joints will be as far from the water line as possible. Where a water main JACQUES CONSTRUCTION LLC COMPANY REQUIREMENTS AND THE CONNECTICUT H g removed. The contractor shall p ( 9 . BUILDING CODE. as applicable) to assure that all demolition activities and incidental work crosses under a sewer, adequate structural support for the sewer must be 67 RIDGE RD 000 o 0 0 0 0 a0 ° �. P ;` necessary for the construction of the new site improvements are completed. provided. SOUTH WINDSOR, CT 06074 0 0 Y-,� b i` %NINn �3 ° °o o 39. Contractor's rice for water service must include all fees, costs and APPLICANT: 0 0 0 $ aD 00 00 ° o° CONDUIT 20. The contractor shall protect and maintain the operation and service of II active P utilities and systems that are not being removed during all construction appurtenances required by the utility to provide full and complete working JOHN JACQUES ( SHEET Y AC UES CONSTRUCTION, LLC .. J Q N activities. Should a temporary interruption of utility services be require as part service. ELECTRIC TRENCH i of the proposed construction activities, the contractor shall coordinate ith 67 RIDGE RD C�Dl p p SOUTH WINDSOR, CT 06074 40. Contractor must contact the applicable water company to confirm the proper N.T.S. i water meter and vault, prior to commencing construction. Water main and (860) 305-1861 SHEET 4 OF 5 O LL u_ gi N q I—LL DO NOT HEAVILY PRUNE THE TREE AT PLANTING. 10' MIN SADDLE WYE CONNECTION N I t LEADE S,AND BROKEN OR DEAD BRANCHES.RUNE ONLY CROSSOVER LIMBSNT fm m LO LO 1101 SOME INTERIOR TWIGS AND LATERAL BRANCHES " » w 45' PVC SADDLE WYE s ao ao O MAY BE PRUNED;HOWEVER,DO NOT REMOVE PROVIDE ALTERNATE PULLOFF z 8e GASKET OR w O •I-•I' W THE TERMINAL BUDS OF BRANCHES THAT Y Z AREA IF DRIVEWAY GRADE IS Q -� » APPROVED EQUAL °L n EXTEND TO THE EDGE OF THE CROWN. -� 2 CLASS 2 0 EDGE OF PAVEMENT ¢ GREATER THAN 10% O Q N v w BIT SIDEWALK 3i BIT. PVMT. i w STAKE TREES ONLY UPON THE APPROVAL p LO wo z v APRON (TYPICAL) OF THE LANDSCAPE ARCHITECT V C SEE STAKING DETAIL. w GUTTER --y"MAX ^ 'Iz_ y c c y d WRAP TREE TRUNKS ONLY UPON THE '' ( /" 0 APPROVAL OF THE LANDSCAPE ARCHITECT. 8 PROCESSED —7 SEE WRAPPING DETAIL. 10 15% GRADE 5% 10' TRANSITION MAX AGGREGATE BASE o o 12'MIN v MAX SLOPE 10' (TYPICAL) / y m IN 18'MAX 10 TRANSITION FLOW m 044 MARK THE NORTH SIDE OF THE TREE • _ y - _ IN THE NURSERY,AND ROTATE TREE �a � TO FACE NORTH AT THE SITE WHEN EACH TREE MUST BE PLANTED SUCH THAT 5' �D O O �W EVER POSSIBLE. THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL.TREES WHERE THE TRUNK O ,Y/,� f j SET TOP OF ROOT BALL FLUSH TO FLARE IS NOT VISIBLE SHALL BE REJECTED. NOTES: SAG CURVE IN DRIVE �// 1. REFER TO TYPICAL ROADWAY �� of d GRADE OR 25MM 50MM(1^-2') DON'T COVER THE TOP OF THE ROOT BALL SECTION FOR GRADE RELATIONSHIP NOTE: FOR REPLACEMENT N°Tes` ; .1 HIGHER IN SLOWLY DRAINING SOILS. WITH SOIL R.O.W. BETWEEN R.O.W. LINE AND GUTTER LINE. DRIVEWAY, PAVEMENT MUST SADDLE To BE CONNECTED WITH 2 STAINLESS STEEL STRAPS. 0 O v MULCH RING,1800MM(6')DIA.MIN. 100MM(4")HIGH EARTH SAUCER " HAVE A MINIMUM 1" LIP IF SADDLE IS NOT AVAILABLE OR CANNOT 8E USED FOR SEWER MAIN, 2400MM(6)DIA.PREFERRED BEYOND EDGE OF ROOT BALL. 2. MAX. GRADE OF 15% STARTING 10'-0" AN ALTERNATE MAY 9E SUBMITTED TO THE TOWN ENGINEER BEYOND TOWN R.O.W. LINE. FOR REVIEW AND APPROVAL. REMOVE ALL TWINE,ROPE,WIRE AND BURLAP FROM TOP HALF OF ROOT BALL. p NOT ro SCALE 50MM(2')MULCH.DO NOT PLACE REMOVE COMPLETELY IF SYNTHETIC IS USED. < TOWN OF SOUTH WINDSOR SADDLE WYE CONNECTION MULCH IN CONTACT WITH TREE TRUNK. W SIDEWALK STANDARD DETAIL MAINTAIN THE MULCH WEED-FREE FOR IF PLANT IS SHIPPED WITH A WIRE A MIN.OF THREE YEARS AFTER 10' BASKET AROUND ROOT BALL,CUT o BIT 5 � -� PLANTING. THE WIRE BASKET IN FOUR PLACES w APRON ^ o AND FOLD DOWN 200MM(8")INTO z GUTTER 10 TRANSITIONAL TAMP SOIL AROUND ROOT BALL BASE PLANTING HOLE. Tom 'So FIRMLY WITH FOOT PRESSURE SO THAT w SEWER MAIN LINE PLACE ROOT BALL ON UNEXCAVATED ROOT BALL DOESN'T SHIFT. z OR TAMPED SOIL. UJI 5% 2» CLASS 2 I o L o&Y l v MAX SLOPE BIT. PVMT. STANDARD PLUG NOTE:FOR DIMENSIONS OF PICAL &-k PLANTING AREAS,TYPES OF SOIL ) TRENCH LIMIT I Pe AMENDMENTS,OR SOIL REPLACEMENT, " 8 PROCESSED `90• " IL IMPROVEMENT --9"MAX SEE SO DETAILS. AGGREGATE BASE NOTES: (TYPICAL) 12" � � CREST CURVE IN DRIVE A Mi 43 kL 1. NO MULCH WITHIN 3"OFTREETRUNK S' 2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 200 MM ( _ _ r -i �• (8 FT.)SQUARE,OPEN TO THE SKY,AND NOT COVERED BY ANY PAVING OR GRATING• RESIDENTIAL DRIVEWAY 12" ° o TREE PLANTING DE AIL N.T.S. L_ o I' - M V N.T.S. PIPE, AS SPECIFIED Vho N STANDARD BEND, SIZE AS REQUIRED ISTANDARD WYE, SIZE AS REQUIRED C7% 3 W 4 TOPSOIL & GRASS SEED 2 X2 WOOD STAKE WITH SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01 12 PLAN 4 X4"X 1/4" STEEL CAP (n r•:?;fir zrs:. `;'1 �� 3:1 ,ar,:�:-; OR STEEL BAR 2" (COMPACTED) CLASS 2 OR CLASS 1 BITUMINOUS CONCRETE SURFACE COURSE I m d EXISTING GRADE o c� (OR MATCH EXISTING, IF GREATER) M.04 1. I cn N 3 EXISTING Nv a. PAVEMENT FILTER FABRIC — 6 IN GRANULAR FILL FOR INTERMEDIATE RIPRAP 2» (COMPACTED) CLASS 1 BITUMINOUS CONCRETE BINDER COURSE ( OR MODIFIED/INTERMEDIATE RIPRAP AND 12 IN r FOR STANDARD RIPRAP. z MATCH EXISTING, IF GREATER) M.04 SAND BLANKET SEE PLAN 6" (COMPACTED) PROCESSED TRAPROCK SECTION VIEW BASE.- M 05.01. r WARNING TAPE _ h 6" (COMPACTED) PROCESSED GRAVEL i.' ' IN.` F- 6" THICK LAYER DF RIP RAP SUBASE OVER COMPACTED SUBGRADE .'�,; •:':°:: O 0 V CONSISTING OF SOUND, TOUGH, (TRENCH BACK FILL) M.02- GRADE, B DURABLE AND ANGULAR ROCK, r:'-; ;;,:." .r . .. :.:,'•,'' °'o °°°��° Q (OR PROCESSED TRAPROCK) iv[1Jd;`;:.:.'.:..::.,:". .::' o ° o°od°o PLACED OVER GE TEXTILE. MAXIMUM DETAIL SHOWN PER 2002 CONNDOT DRAINAGE MANUAL CHAPTER 11 STORM ';':'; a , ° 00 0°00°0 O O O RIPRAP SIZE TO E 4 INCHES AND DRAINAGE SYSTEMS SECTION 13 OUTLET PROTECTION FIGURE 11-13 'TYPE ; :- :�4': ��: -'' '' � 000 � � � O OO O OO O QO O A AND B RIP RAP APRON' -;:': :" ' NOT MORE THAT 10% LESS THAN 2 INCHES. » S :�•..: : . ,. ,'t...':..: : ::: :: 0000°0 000 110 oo W Z O O O O O O MIN. MIN. CULVERT END 1 NOTES: __.•: 2/i °080�OOOo ° 12 12 ° °p o 0 0 J 3 O O O O O O TRENCH WIDTH A A 1) d = 12 IN (WHEN MODIFIED RIPRAP SPECIFIED) a NOTES: 18 IN (WHEN INTERMEDIATE RIPRAP SPECIFIED) �: .' "`' o 0 J O O O VARIES NOTES ° 0000 ° ° 0*4- o 6" W M a_ O O O 1. INSPECT CONSTRUC ON EXIT WEEKLY 36 IN (WHEN STANDARD RIPRAP SPECIFIED) :SEE .•'i" °oo000°�00 000000 000 w O O O O O O AND AFTER EVERY AJOR STORM EVENT TYPICAL 1. ALL SAW CUT AND SEALED JOINTS TO _T °°° °°pO ° V) O O O 2. WASH WATER, IF U ED SHALL BE TRENCH BE EITHER PARALLEL WITH, OR PERPEN- W, SO - W2 2) RIPRAP GRADATIONS SHALL MEET CT DOT FORM 816 000 000' °000 O ( z N O O O DIRECTED TOWARDS A SEDIMENT SIZED SECTION DICULAR TO, THE CENTERLINE OF t SECTION M.12.02 °ooa °000 ro o°o°° w J O O O O O O FOR SITE CONDITIO S. THE PIPE 000 °000 o °°° 00o z O O O 3. STONE SHALL BE R MOVED/REPLACED ►w1 = (3)x(Sp) tt 3) FILTER FABRIC SHALL BE NONWOVEN AND SHALL o 0 00°°0° o00O00°oo° � ' O O O WHEN EXCESS LE S OF MUD ARE O O O OBSERVED. 2. ALL MATERIALS ARE TO MEET 3M 1 FT. FOR 1 I— o 0 00° ° °°°°°°° ° I cn O O O SECTION FORM 616, AS AMENDED ( ) X MEET AASHTO M288-00, CLASS 2 0 ° ° ° ° o0000p0 0 o°b o 0 0 o w w O O O O REINFORCED CONRETE La V)) CULVERT END STREET PLAN VIEW 3/4" BROKEN TRAPROCK J CONSTRUCTION ACCE S PERMANENT PAVEMENT RIPRAP APRON PROFILE m o N.T.S. PATCH N.T.S BUILDING SEWER N.T.S. N.T.S. Z z w 7 L u O Z IM OF 24M O �\ I- W 'T 2L a 16't (SEE PLAN) UJ w m 1. SET POSTS & EXCAVATE A 6"W 2. STAPLE GEOTEXTILE TO POSTS. 2'f w TRENCH UPGRADIENT OF POSTS. . r c+ t y ' + ++ C7 b (SEE PLAN) ANGLE POSTS 3 15' �.1. PLANTING NOTES: µ� �iI�/ .�Y OW�}�y�g 5' UPGRADIENT OST GEOTEXTILE `.�� Y �'�•' .X � i A {'�I .7�/R�L7 MA xb, .'' ,' u.,• ::.:•:,:C•..C'w�.� 1r:.• :'•�":' ','SOIL INIX SEE- '':::: :�.. ...' :. 1. RAINGARDEN SEED MIXTURE: OR REBARS F3JlClll 95. " \`:.;:':::�'''L` PLANTING `': '�'` '% RAINGARDEN MIX - ERNMX-180 BY Ernst N eIIIES7 r12 °:' : � {—NOTES , % Conservation Seeds, 9006 Mercer Pike, Q .moo N FILTER FABRIC Meadville, PA 16335 O N 321 T APPLICATION800 3RATE: 0.50 LBS PER O r- �`AND ` RAINGARDEN SECTION 1,000 S.F., 20 LBS PER ACRE Z V O 7HE EiAYAI�A .AS mim ON 7w rim" 2. PLANTING SOIL MIXTURE (BY VOLUME) SHALL MDE OF 1W BARRIER I N.T.S. BE EQUAL TO: J TO PRE�W 1IPPIft 3. EXTEND GEOTEXTILE INTO TRENCH. 4. BACKFILL TRENCH AND A. BARK MULCH/COMPOST 10%-12% ,) COMPACT EXCAVATED SOIL. B. COARSE SAND 40-45% t * C. TOPSOIL 45-50% J GEOTEXTILE COMPACTED BACKFILL R 18" MIN. INTO GROUND I. HAWALES IALL I:>r! MAND/OR AS REQMM OR AS.OF== BY JW ENGWEER, g PROPERTY OWNER: PLANS 2.PLACE HAMMES SM 'MAT WM OR NOW JACQUES CONSTRUCT IONIL)WN 017 S�!MI N,08jow � 0PARNIM TO M�s IpX. SILT FENCE 67 RIDGE RD SOUTH WINDSOR, CTf?0607 N.T.S. APPLICANT:STRAW BALES FOR EROSION JOHN JACQUES SHEET CONTROL JACQUES CONSTRUCTION, LLC N..T.S. 67 RIDGE RD D SOUTH WINDSOR, CT 06074 1 (860) 305-1861 SHEET 5 OF 5 Fo > W N v F-LL E FOND N '-Q,�0 V awood RD. Q xa) a 0,�in y y LLJ m CID co I HAYSTACK -� w V r I LL DO DRIVE LA IN 0. 0% di W I � Q 616O N Q co Go W V T m CORNFIELD p V z y d.w m p a DRVT 3 Z s CEO 0 SMHoc TF=211.94' I.R. 3'¢ z MILLER V ROAD MILLER o Q ; d Q INV= SMH TF-235.47 SITE \NV=225.67' 5MH �,oaD x Z o°e TF=236.03' ' w c W, WX 8"DUC / wr a___.___ — _ / SNET19 X W/LIGHT _ _ — BERLE z 1- INV=227.68' o R0 opRD Q v W - Sx S a A _~ G x sx -y- s L / / SNET1549 a �_ ox�o Q N x— G x— ., ...._ G — x x -- '""'" 5 Gx SNET1989 W/L/GHT a ROSEMARY LANE o O �_ 2 t x-- -- G — Gx� — — Gx __ IL G _ N j N � S/x— s 8•, PVC _ � E sT. e O � y �z x-- '—" Gx"" '— --- Gx_" ....— Gx— N # E 1 x --- gx"""' .....-L. Sx c� 6 0 Jimk.A x--^------,- CT \ \ �O DRI yE ASH F, D CONC. MON. DISK _. f \ x _ R RO f w ROAD 0�P o r/ \-I.P. 1.25 IN CONC12" �SPRUC / / 6" GAS x 1 1 a BRP�O� V .x LAKE U o �y /. bm P. IIN IN CONIC S8958 00 E 212.84 o — sr l.R. 5 8 /N CONC /NT JCT SIGN m w"DSH RE 6" SAN. LAT. / 240- / \ 6" SAN. LAT. ZR. 5`8� m INV=228.65 f '� j \ \ o 8 � 1 \ LOCATION PLAN -2?a T ' t 48" OAK rl 50' FRON YARD '1"='1000' a o EXIST. �r )EXISTING WELL HOUSE FAND SEPTIC � vA T t1 LOCH TION IS / J h k SHED H PETER ✓R & O x 240.7 UNKNOWN /'REMAINS o ° ✓OAN D. BEAUDRY •� v 55 MILLER ROAD r m T.w (VOL. 938 PG. 45) EXIST. ,W SHED �� 7P , i. hv! > ti N/F z w i N HOUSE 2 fix 2�4C�7 ESWARA RAO & I.R. 3 4 i /�'' `' PRA VEENA CHAGAN77 99 MILLER ROAD J x 24t 2 # �Q (VOL. 2880 PG. 41) I N/F l ` # W 1 v, 0 WILLIAM D. AKEY & / 1 d w �— ON .o N I MARGARET J. HART /1 o f o d N 65 MILLER ROAD �Q # x2427 J a ¢ 0 v m (VOL. 2138 PG. 175) a Z # w Z0cwj0 Q x24dt9 m ON � Q %0i l.P. 1!N /N CONC 12A L \ Z N/F f f 1�° l o -- 1 HARUANDEEP & i i i 1 } � ti , ! f , / f f 1/ / ! J f l ,/ / / J ! SHED ENCROACHES /1 1 - w SA TINDER SINGH f 1 i # 1 i I f I I / - f / ,-, o # , �\ If d' 3 15 BR/GHTMAN CIRCLE 'li I( j j # I I / 4 "Ef 'ee. O' / �. x 2436 \ x 24L7 { 86�8 O�i�150 VOL. 2428 PG. 149 ( / f jrf / / - � I f Ilii� f � f 1 / �f / 1.21 // \ f 1 J�" / 1 = \ 2 j t 24#1- t 120' Si0 Z .� -f----i 20 S/DE,Y,4R-°___. ¢2 i o m < " W 'flf 1 TP � < W � o = m i 1 a to �z �.� `�- .. '- ---� L-� ! �, a � a g o I o m u � SHED l i! t j 1 i I ' { / f ! N f 1 "� 'N / 1# ry _-- � 1 f / 1 {f �i � / / �1 { I/ II / I 1 { II / I f f f Jl1 j { I f I f ?¢ , k$- LR. 314 {�' o f // I i t f /1 11 i i f i / I / / 1 s.,.,. I I +ti ji ' x242.5 / O f f ' � it # # � • f ; � i 1 i 1 / / f { 1 j / f ,` / � '" \ \ � 1 � `' Q � /f1!' ;�0 1 { w /f i 1 / ' ,,- LL p Z �` \ t �, x2424 f / J ¢ Z 1 LAND` OF, � � � N f /..- .� j O � O f III rf � / { 1 ( f l I ► ( # I # f / / / / / / ✓OWN SULL/VA/17 \ j ` �\ 1 i 23B.3 f N� V { f J ! ; E f I / f f 73 MILLER ROAD t \ / HOWARD E. & N/F 11 / f I jllfi C ififf ( ( I lti ; i / I / j \\ , Q = w f \ REBECCA L. SLATER � / h (VOL�522 PG. 52) \ \ ,- ` ,, J O MICHAEL & 1 f f f j j 1 I 1 ( ; j j f ! + # 1 I ( # E # f / I ry°` j / / 1 \ \ \ / \ \ - \ 105 MILLER ROAD MERNA HAMAD/ 1 / /{ / f I 1 f 1 } / I f f ) # I 1 I I / / \\ J , i \ 0 \ / 1 N (VOL. 1758 PG. 236) z 0 25 BRIGHTMAN CIRCLE/ f� /1 I f I 'l l i f r J I ` { / l l I i i I I `� / f 1 1 `� \ 1 f ' M Z (VOL. 1798 PG. 59) l 1, {r { j l l l 1 / f J ( � ( 1 f h f f / ( i 1 / I 1 / / 1 \ i , � n3 x2424 90 h f I O SHED c� --7�--1 ,�01j1j 50' REAR YARD 1 1 f ��,1 I ( } 1 1 # # ' i { 1 �, ! Aso \ \ \ \ t / -- 7-'- � /.R. 3\4 J1/ { ` 1 I # 1 i f f f l/ 11 / f 1 j I f x241.7 1 x 242.4 � m N/F I.R. 5\8 25Z \ N87'1829"W 218.94' `_ I.R. .40AG --\ JOSEPH M. COONEY 165 BERLE ROAD OSHED NIF l.R. 5�8 I.R. .5 (VOL. 552 PG. 37) CAROLE L. FLYNN N/F N/F � 150 BERLE ROAD ANN E. DONAHUE KENNETH F. & R Z I (VOL. 2267 PG. 339) I 130 BERLE ROAD ANN T. SARPU O J 118 BERLE ROAD I.R. SLIGHTLY BENT S.W. .30AB V) i (VOL. 1687 PG. 188) ( (VOL. 490 PG. 231) W I � I � I O aN N m FINAL PLANS W TOWN of SOUTH WINDSOR o i AUTHORIZED SIGNATURE > NO TES: ,J,.o...,..,.- t PROPERTY IS IN THE AA30 ZONE. m 2 PARCEL CONTAINS 196,879 SQUARE FEET OR 4,520 ACRES. AT p J 3. HORIZONTAL DA TUM /S E3ASED ON NAD83. VERTICAL DA TUM /S BASED ON co NA VD88. m 4. EXISTING HOUSE /S NON=COMFORM/NG TO FRONT AND SIDE PROPERTY LINE SURVEY NOTES.• SETBACKS. an 0 5. PROPERTY IS LOCATED IN FLOD ZONE "X" AND DOES NOT FALL WITHIN THE L A TONS OF LIMITS OF A SPECIAL FLOOD HAZARD ZONE AS DEPICTED ON.- 'FIRM FLOOD MAP REFERENCES,- CONNEC77CUT STATE AGENCIES SEC77ONPS 20D 300b-1 THRU 20 300bU20 AND THE a '. INSURANCE RA TE MAP NUMBER 09003COJ81F TOWN OF SOUTH W/NDSOR, "STANDARDS SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE o CONNEC77CUT EFFECTIVE DATE:• 9-26-2008 FEDERAL EMERGENCY 1. IMPROVEMENT LOCATION SURVEY SHOWING EXISTING CONDITIONS ALONG STATE OF CONNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND Q W v MANAGEMENT AGENCY FEDERAL INSURANCE ADMIN/S7RATlON. WITH A PROPOSED DRIVEWAY EASEMENT AREA ON #125 MILLER ROAD SURVEYORS, INC. ON AUGUST 29, 2019. �. cc ' 6. UNDERGROUND UTILITY S7RUC77/RE AND FACILITY LOCATIONS DEPICTED DA I/lD R. BURNETT#125 & 133 MILLER ROAD SOUTH W/NDSOR, r. AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD W o 0 CONNEC77CUT SCALE 1'--40' DATED: 7-9-2013 REV. 4-5-2014 BY.• E.B. • TYPE OF SURVEY/S A PROPERTY& TOPOGRAPHIC SURVEY AND IS INTENDED A N i MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR INC. TO DEPICT THE LOCH 77ON OF EX/STING COND177ONS RELA 77VE TO PROPERTY O GOVERNMENTAL AGENC/ES, FROM PAROL 7FS77MONY AND FROM OTHER HARVEY, JR. & SONS, o SOURCES. THESE L OCA TIONS MUST BE CONSIDERED AS APPROX/MA TE IN 2. OAK GROVE A CREWS SEC 77ON NO. 1 OWNER & DEVELOPER CARL O LINES. NA77IRE ADDI77ONALLY, OTHER SUCH FEA7URES MAY EXIST ON THE SITE, PRESTILEO BERLE ROAD & CHRIS77NE LANE - SOUTH WINDSOR, CONN. /1� THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. SCALE 1"=40' DA TED: 4-20-71 BY HA 7DEN L, GRISWOLD *�•n • THIS IS A INDEPENDENT RESURVEY BASED ON DEEDS AND REFERENCED MAPS. Ii O o J. RESURVEY PREPARED FOR BRIGHTMAN CIRCLE MILLER ROAD & NEVERS + F G0� w�' THE SIZE, LOCA 77ON AND EXISTENCE OF ALL SUCH FEA 7URES MUST BE I :,00*0k3 • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS I/ERIICAL ACCURACY v FIELD DE7ERM/NED AND VERIFIED BY THE APPROPR/ATE AUTHOR/77ES PR/OR ROAD SOUTH WINDSOR, CONNECTICUT DATED: 10-27-04 REV. THROUGH ,��ti,,r� p, C� �* a 10-18-05 BY DESIGN PROFESSIONALS, INCq�+Q �9' C� MEETS CLASS V-2 STANDARDS TOPOGRAPHICAL ACCURACY MEE7S CLASS T- • TO CONS TRUC770N. #Q, q G•k y " 4. PROPERTY OF 7HE MARY SEDGWICK ESTATE MILLER ROAD SOUTH WINDSOR STANDARDS. 7. CONTRACTOR SHALL CONTACT CALL BEFORE YOU DIG" FOR UNDERGROUND SCALE 1"-40' DATED.• AUG. 1965 BY- WILLIAM J. CARRINGTON ' UT/CITY MARKING AT LEAST TWO FULL WORKING DAYS PR/OR TO START OF — m :* TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED SHEET 1 CONSTRUC770N.• 1-800-922-4455 OR WWW.CBYD.COM. gyp,1$766 *S HEREON u v 16766 V�l u- BARRYA . CLARKE, L.S. c LIC. NO. — -- _ Storm Drainage Computations Miller Heights Subdivision Plan 73 Miller Road South Windsor, Connecticut Prepared by: Design Professionals, Inc. 21 Jeffrey Drive, PO Box 1167 South Windsor, CT 06074 November 22, 2021 Table of Contents Section ___ Introduction Pre vs Post Development Comparison Post Development Site Conditions Analysis of Results Conclusion Appendices A Drainage Area Computations (Pre & Post Development Conditions) B Drainage Area Map (with Rain Garden Stage Storage Reports) 1. Introduction Jacques Construction, LLC is proposing to develop a 4.52 acre parcel of land located at 73 Miller Road in South Windsor, Connecticut. The proposed work will disturb approximately 61,845 SF+ (1.42 acre) of the parcel. The proposed development will include construction of two new single-family (existing home to be razed) with an associated paved driveways, subsurface utilities, and landscaping. Refer to the site plan drawings, entitled – “Miller Heights Subdivision ~ 73 Miller Road, South Windsor, Connecticut, prepared by Design Professionals, Inc, dated November 22, 2021”, as amended, for information regarding the proposed property development. 2. Pre vs Post Development Comparisons The surficial characteristics of the site can primarily be classified as woodland and grass areas that are common for residential properties. One existing house, shed, and gravel driveway apron are the only impervious surface onsite. These existing features are proposed to be removed during construction. Woodlands make up most of the parcel area. The existing topography onsite indicated a ridgeline exists onsite that sheds stormwater to across the North, East, and Westerly property lines. To establish a hydrologic comparison between pre- and post-development conditions, an evaluation was performed to quantify the increase in stormwater volume on both proposed lots during a 10-year storm event. The Rational method as outlined in the ConnDOT Drainage Manual, was followed in predicting the peak rates of runoff and volumes. Hydraflow Hydrographs (version 2020) computer modeling software was used as application. Drainage area limits considered followed the proposed property boundaries for the two lots. A drainage area map showing existing and proposed conditions is included as Appendix B of this report. Refer to Appendix A for the pre- developed conditions watershed computations. 3. Post Development Site Conditions The two new homes proposed by Jacques Construction, LLC will slightly increase the impervious coverage of the proposed lot areas. To control the increase in stormwater volume due to increased impervious coverage, rain gardens are proposed for both lots. The raingardens were sized to provide a total storage volume equal to the projected increase in stormwater volume for the two lot areas during a the 10-year storm event. Our analysis demonstrated an increase of about 760 cft for Lot 1 and 741 cft for Lot 2 during this storm event. The proposed rain gardens for Lots 1 and 2 were sized to provide 765 cft and 788 cft of storage respectively. Proposed condition computations can be found in Appendix A. Stage storage reports for the raingarden are included on the drainage area map found in Appendix B. 4. Analysis of Results Hydraulic conditions related to storm drainage were evaluated for both proposed and existing conditions using Hydraflow Hydrographs (version 2020) computer modeling software to determine the total runoff volume leaving the developed site. The following table contains the data generated from the Hydraflow software: TABLE 1 Peak Volume of Stormwater Discharge Watershed Area Storm Event (Year) Runoff Volume Pre-developed Condition (ft3) Post-developed Condition (ft3) Net Change Rate of Runoff (ft3) Proposed Lot 1 10 1,352 2,112 +760 Proposed Lot 2 10 1,500 2,241 +741 5. Conclusion It is our opinion that the proposed stormwater management design as presented herein and on the accompanying site plans, is appropriate for this development and will not pose any significant detrimental impacts to the environment surrounding the site. APPENDIX A Drainage Area Computations (Pre & Post Development Conditions) Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 11 / 17 / 2021 Hyd. No. 1 Existing Lot 1 Hydrograph type = Rational Peak discharge = 1.408 cfs Storm frequency = 10 yrs Time to peak = 16 min Time interval = 1 min Hyd. volume = 1,352 cuft Drainage area = 2.140 ac Runoff coeff. = 0.16* Intensity = 4.112 in/hr Tc by TR55 = 16.00 min IDF Curve = SampleFHA.idf Asc/Rec limb fact = 1/1 * Composite (Area/C) = [(2.048 x 0.15) + (0.074 x 0.25) + (0.017 x 0.90)] / 2.140 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 Q (cfs) 0.00 0.00 1.00 1.00 2.00 2.00 Q (cfs) Time (min) Existing Lot 1 Hyd. No. 1 -- 10 Year Hyd No. 1 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 11 / 17 / 2021 Hyd. No. 3 Proposed Lot 1 Hydrograph type = Rational Peak discharge = 2.200 cfs Storm frequency = 10 yrs Time to peak = 16 min Time interval = 1 min Hyd. volume = 2,112 cuft Drainage area = 2.140 ac Runoff coeff. = 0.25* Intensity = 4.112 in/hr Tc by TR55 = 16.00 min IDF Curve = SampleFHA.idf Asc/Rec limb fact = 1/1 * Composite (Area/C) = [(1.440 x 0.15) + (0.490 x 0.25) + (0.210 x 0.90)] / 2.140 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 Q (cfs) 0.00 0.00 1.00 1.00 2.00 2.00 3.00 3.00 Q (cfs) Time (min) Proposed Lot 1 Hyd. No. 3 -- 10 Year Hyd No. 3 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 11 / 17 / 2021 Hyd. No. 2 Existing Lot 2 Hydrograph type = Rational Peak discharge = 1.667 cfs Storm frequency = 10 yrs Time to peak = 15 min Time interval = 1 min Hyd. volume = 1,500 cuft Drainage area = 2.440 ac Runoff coeff. = 0.16* Intensity = 4.269 in/hr Tc by TR55 = 15.00 min IDF Curve = SampleFHA.idf Asc/Rec limb fact = 1/1 * Composite (Area/C) = [(2.219 x 0.15) + (0.201 x 0.25) + (0.016 x 0.90)] / 2.440 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 Q (cfs) 0.00 0.00 1.00 1.00 2.00 2.00 Q (cfs) Time (min) Existing Lot 2 Hyd. No. 2 -- 10 Year Hyd No. 2 Hydrograph Report Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 11 / 17 / 2021 Hyd. No. 4 Proposed Lot 2 Hydrograph type = Rational Peak discharge = 2.490 cfs Storm frequency = 10 yrs Time to peak = 15 min Time interval = 1 min Hyd. volume = 2,241 cuft Drainage area = 2.430 ac Runoff coeff. = 0.24* Intensity = 4.269 in/hr Tc by User = 15.00 min IDF Curve = SampleFHA.idf Asc/Rec limb fact = 1/1 * Composite (Area/C) = [(1.560 x 0.15) + (0.674 x 0.25) + (0.198 x 0.90)] / 2.430 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 Q (cfs) 0.00 0.00 1.00 1.00 2.00 2.00 3.00 3.00 Q (cfs) Time (min) Proposed Lot 2 Hyd. No. 4 -- 10 Year Hyd No. 4 APPENDIX B Drainage Area Map (with Rain Garden Stage Storage Reports) ©···esignrofessionals y PLANNING DEPARMENT 0 64`� 4 o C U c 'k�'�osoa.co��E February 15, 2023 Peter DeMallie C/O Miller Heights Subdivision 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. DeMallie, Re: Appl. 23-OIP Miller Heights Subdivision-request for a Minor Subdivision for one interior lot, on property located at 73 Miller Road, AA-30 zone. Please be advised that the Public Hearing of the Planning &Zoning Commission for the above referenced matter has been scheduled for Tuesday, February 28, 2023. This meeting will be held in the Council Chambers of the South Windsor Town Hall. Someone must be present to represent the application One sign advertising the meeting must be posted on the property for ten (10) consecutive days prior to the hearing and must be clearly visible from a town street. The sign must be posted on Miller Road frontage by February 18, 2023. Signs can be picked up at the main entrance of Town Hall, 1540 Sullivan Avenue, in the large tan plastic drop off bin next to the main entrance. Please call (860)644-2511 Ext 2329 if you have any questions, Monday—Friday, 8:00 a.m. —4:30 p.m. Sin rely, Caitlin O'Neil L(Fam/ Administrative Assistant/Land Use Coordinator 1540 Sullivan Avenue,South Windsor,CT 06074 1 Tel(860)644-2511 ext.329 1 PlanningQSouthWindsor-CT.gov Miller Height Subdivision 2/28/23 1. Request for a Minor Subdivision for one interior lot and redevelopment of the existing frontage lot, on property located 73 Miller Road, AA-30 zone The PZC approved a Special Exception to Section 3.2.2 for an interior lot in 2021, however the applicant did not file the mylars in time to keep the subdivision approval valid. 2. The lot area requirement for a conventional lot in the AA-30 zone is 30,000 sf with 150 feet of street frontage. The applicant has removed the existing house. The frontage lot will be 2.12 acres and the interior lot will be 2.39 acres respectively. 3. The requirement for an interior lot in the AA-30 are: 60,000 sf minimum lot size and 225 feet minimum lot width parallel to the street. The proposed interior lot is 83,433 sf with and 345 feet in width. The setbacks for interior lots are subjective – the applicant is proposing 50 feet. 4. For lot #1, the approved location of the house, garage and driveway are an integral part of the special exception approval. Any modifications other than staff-approved minor modifications will require further approval from the Commission. If this application is approved, the Planning Dept. has no additional modifications to request. C It U`rcY AWN06 SPq y • Y C � G U b c SOR'e CERTIFIED MAIL 7022 2410 0000 6508 2742 March 3, 2023 Peter DeMallie Design Professionals, Inc. C/O Miller Heights Subdivision 21 Jeffrey Drive South Windsor, CT 06074 Dear Mr. DeMallie: Re: Appl. 23-01P, Miller Heights Subdivision(Resubmission)-request for a Minor Subdivision for one interior lot, on property located at 73 Miller Road, AA-30 zone. We are pleased to advise you that the Planning & Zoning Commission voted on February 28, 2023 to approve with modifications the above referenced application. This approval is for a site plan modification one interior lot on property located at 73 Miller Road, AA-30 zone, as shown on plans prepared by Design Professionals, Inc., Project#4736 as revised. This approval is subject to the following modifications: 1. This approval is for 2 lots, numbered 1-2 (number 1 is the interior lot). 2. Drainage and construction for this subdivision is subject to the approval of the Town Engineer. 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. 4. Water shall be supplied to this subdivision by well. 5. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6. 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. 7. 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. 8. 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 cash bond must be submitted prior to issuance of a Certificate of Occupancy. Town Hall 1540 Sullivan Avenue, South Windsor, CT 06074 1 Tel (860) 644-2511 1 Fax (860) 644-3781 9. Quantity estimates must be submitted to the Town Engineer(on the enclosed form) for the purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Clerk's office. If the developer chooses to submit a Letter of Credit for a one year term, 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. 10. A drainage assessment fee in the amount of$50.00 shall be submitted to this Commission. 11. 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. 12. The approved location of the house, garage and driveway for the interior lot are an integral part of this special exception. If modifications are proposed subsequent to this approval, further approval from this Commission may be required. Black and white transparent mylars of Sheets #CS-1 and C-GD-I with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission and the IWA/CC must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, `dad paw" Bart Pacekonis, Chairman Planning and Zoning Commission BP/cgo cc: Town Engineer Chief Building Official Fire Marshal Assessor Superintendent of Pollution Control Director of Public Works o WK0 1540 Sullivan Avenue, South Windsor, CT 06074 Tel (866) 644-2511 Ezt 329 Planning@SouthWintlsar-CT.gov