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HomeMy WebLinkAboutResubdivision Phase 4 r TOWN OF SOUTH WINDSOR, CONNECTICUT PLANNING AND ZONING COMMISSION APPLICATION FORM D Application No. .. Date Received: -� 3 Action/Public Hearing by: MAR 151993 Receipt No. : South Windsor APPLICANT: DART HILL REALTY INC (J .M.J . ) - Planning & Zoning Commissioll ADDRESS : 658 ELLINGTON RD SO.WINDSOR CT 06074 TELEPHONE: 282-0628 OWNER OF RECORD ON LAND RECORDS : J .M.J . CONST. CO INC (JEAN MARC JACQUES ) ADDRESS : SAME COMPLETE LOCATION OF PROPERTY: NORTH OF DART HILL ROAD & WEST OF LAWRENCE ROAD ZONE: RR NAME, ADDRESS, & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: JEAN-MARC JACQUES — 658 ELLINGTON RD SO-WINDSOR CT 06074 TELEPHONE: 282-0628 THIS APPLICATION IS FOR: (Check one of the following) 1 . Zone Change. to (Public Hearing required) . _-72. Subdivision. *";EA ,Q�s�..�.� ) Atlm-4 �. 3. Open Space Subdivision (Public Hearing required) . 4. Resubdivision (Public Hearing required) . S. Special Exception to Article (Public Hearing Required) . 6. Site Plan of Development. 7. Earth Filling [Section 101 and/or Earth Removal [Section 9] (Public Hearing Required) . 8. General Plan of Development . 9. Regulation Amendment: Zoning Subdivision �10. Other (explain in detail) : • CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED ON ATTACHED CHECKLIST. DART HILL REALTY INC JEAN-MARC JACQUES (J .M.J ) Applicant Owner • � I j PLANNING AND ZONING COMMISSION I APPLICATION, CONT' D. TIME FRAMES AND PROCEDURES FOR SUBMITTING APPLICATIONS/PLANS 1 . All prospective applicants are urged to confer with Town Planning Department and Engineering Department staff prior to submission of any application to the Commission . 2. Plans are officially received only on the fourth Tuesday of each month at the Regular Meeting of the Planning & Zoning Commission (PZC) . 3. Three (3) sets of blueprints are required on the second Tuesday of the month for review by the Town Planning and Engineering Departments . ; This deadline must be met if you want to ensure that your application is officially received by PZC. These plans must be submitted as complete plans -- which includes application plus all required information contained on checklist. No plans will be accepted at the counter if checklist is incomplete. It l is the applicant ' s responsibility to ensure that all information _ required on the checklist is submitted in one package at the time of submission -- including landscaping plans, architectural elevations , traffic report , etc . Planning Department staff checklists with blank spaces , or with "by others" in any space. 4. Town staff will notify the applicant with any changes required to make the plans in complete compliance with our Zoning/Subdivision Regulations . 5. All changes requested must be made and new, complete blueprints must be submitted . At this time six s- of plans must be submitted . If a Public Hearing is required ( or optional but likely) then seven sets are required . 6 . Planning Department/Engineering Department staff will review plans only once -- if the resubmissions are not complete/correct , the Town Planner ' s report will reflect that revisions were not made a requested . I, { DRAINAGE COMPUTATIONS DART HILL ESTATES PHASE IV Reino E. Hyyppa & Associates 124 Hebron Avenue Glastonbury, CT 06033 January, 1993 Apri'l , 1993, revised. TABLE OF CONTENTS Page Overview 1 Summary Table 2 Before Development: Curve Number (CN) 3 Time of Concentration (Tc) 4 Summary of Peak Discharges 5 After Development: Curve Numbers g Time of Concentration 7 Detention Pond g Summary of Routing 15 Appendix A Storm Sewer System Design Gutter Flow Analysis OVERVIEW The stormwater management plan for Phase IV of Dart Hill Estates has been redesigned at the request of the Town of South Windsor. The new design will feature a separate deten- tion basin as opposed to an expansion of the existing pond. This basin will be in the rear of Lots 89 and 90, upland of the wetlands associated with the existing pond. The pond was sized so there will be a zero increase in the peak rate of runoff from Phase IV to the wetlands. Before development, there was 16+ acres that drained easterly off the site to the wetlands. As 0.9 acres of this original area was intercepted with the construction of Phase III , there is a minor difference for the acreage in the post- development condition. The pond design has incorporated a stone filter to pro- mote the settling of silt out of the stormwater. The pond should be cleaned of all accumulated silt as the construction areas are stabilized. REINO E. HYYPPA & ASSOCIATES Project No. 7o- Civil Engineers & Land Surveyors Sheet No. 2 of Sheets 124 Hebron Avenue Date -7- 9 3 Glastonbury, Connecticut 06033 Designed By Subject: &Vlse� �Dt�c`^��o� Checked By S T�� Bc� CJxve1 r.,,cK'T Af+,- a vt 1a w-4w-r s�rw1 W ov� "'�Rt�er�oh L� �R (C (c�s 6C rs - /o 2S / 4 ZS sc� l -7 /00 7.2. �- 3/ TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11 Project : DART HILL ESTATES PHASE .IV User: PJM Date: 04-07-93 County : Hartford State: C`I' Checked : _ _ Date: Subtitle: PRE - DEVELOPMENT Subarea : UNDEV ---------------------------------------------------------------- ------------------ Hydrologic Sail Group COVER DESCRIPTION A . B C D Acres (CN) _---------------- --_. OTHER AGRICULTURAL LANDS Brush - brush, weed, grass mix fair - 14(56) - - Woods good - 1 . 0(55) 1 . 0(70) Total Area (by Hydrologic Soil Group) 15 1 . SUBAREA: UNDEV TOTAL DRAINAGE AREA: 16 Acres - - -WEIGHTED CURVE NUMBER : 57* ---------------------------------------------------------- * - Generated for use by GRAPHIC method TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 . 11 Project : DART HILL ESTATES PHASE IV User: PJM Date : 04-07-93 County : Hartford State: CT Checked: Date: Subtitle: PRE - DEVELOPMENT ----------------------------------------------------------------- --------- ----- -- ---- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft.) (ft/ft) code (sg/ft) (ft) (ft/sec) ( hr) ------------------------------------------------------------------------------ -- -- -- --- Sheet 3 . 2. 200 . 02 F 0 . 414 Shallow Concent'd 800 .056 U 0 . 058 Time of Concentration - 0 . 47; --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concpritrated -- - B Fallow (No Res . ) G Grass, Burmuda --- Surface :ode:i -- C Cultivated < 20 % Res . H Woods, Light P Pavod D Cultivated > 20 % Rea . I Woods, Dense U Unpaved E Grass-Range, Short * - Generated for use by GRAPHIC method 5 TR-55 GRAPHICAL DISCHARGE METHOD VERSION 1 . 11 Project : DART HILL ESTATES PHASE IV User : PJM Date: 04-07-93 County : Hartford State: CT Checked: Date: Subtitle: PRE - DEVELOPMENT Data: Drainage Area 1.6 * Acres Runoff Curve Number 57 Time of Concentration: 0.47 * Hours Rainfall Type III Pond and Swamp Area NONE I Storm Number 1 1 1 2 1 3 1 4 1 5 1 I ---------------------- I ------- I ------ I __.____ I ___-__ I _.__.___ I I Frequency (yrs) 1 2 1 10 1 25 1 50 I 100 1 I I I I I i I 124-Hr Rainfall (in) 1 3. 2 1 4. 8 1 5. 8 1 6 . 3 1 7. 0 1 I I I I I 1 i I Ia/P Ratio 1 0. 47 1 0. 31 1 0. 26 1 0. 24 1 0. 22 1 I I i i I I I 1 Runoff (in) 1 0. 31 1 1 . 00 1 1 . 56 1 1 . 86 1 2 . 31 1 1 Unit Peak Discharge 10 . 340 10. 539 10. 575 10. 586 10. 598 1 1 (cfs/acre/in) I I I I I I I I I i I i I 1*. Pond and Swamp Factorl 1 .00 1 1 . 00 1 1 . 00 1 1 . 00 1 1 . 00 1 1 0. 0% Ponds Used I I I I I I I ------------------------ I ------ i ------ I - ----- I ------ I ---- -- t I Peak Discharge (cfs ) 1 2 1 9 1 14 1 17 1 22 1 * - Value(s) provided from TR-55 .system routines TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11. Project : DART HILL ESTATES PHASE IV User: PJM Date: 04--07-93 County : Hartford State: CT Checked : Date: Subtitle: POST - DEVELOPMENT Subarea : UNDEV ---------------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------------------ FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Residential districts Avg % impery (by average lot size) 1/2 acre 25 - 10 . 1 (70) - - OTHER AGRICULTURAL LANDS Brush - brush, weed, grass mix fair - 4(56 ) - Woods good - - 1 .0(70) - Total Area (by Hydrologic Soil Group) 14. 1 - 1 ------------------------------------------------------ SUBAREA: UNDEV - TOTAL DRAINAGE AREA: 15. .1. Acres WEIGHTED CURVE NI.)MBF.R: 66* * - Generated for use by GRAPHIC method M TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 . 11 Project : DART HILL ESTATES PHASE IV User: PJM Date: 04-07--93 County : Hartford State: CT Checked: _ Date: Subtitle: POST - DEVELOPMENT -------------------------------------------------------------------------------- ------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) ( hr) -----------------------------------------_--------------------------------------. Sheet 3 . 2. 200 . 02 E 0 . 269 Shallow Concent'd 800 .056 U 0 . 058 Time of Concentration = 0 . 33* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res . ) G Grass, Burmuda. --- .Surface (' ode, ---- C Cultivated < 20 % Res . H Woods, Light F Paved D Cultivated > 20 % Res . I Woods, Dense U Unpaved E Grass-Range, Short * - Generated for use by GRAPHIC method 81 POND-2 Version: 5 . 10 SIN: 1220510102 DART HILL ESTATES SOUTH W I NDSO R, CONN . DETENTION FOR PHASE IV REVISED FOR SEPARATE BASIN CALCULATED 02-2.2-1993 15: 32 : 48 DISK FILE: d: 96-864RA .VOL Planimeter scale : 1 inch = 40 ft . Elevation Planimeter Area AI+A2+sgr(A1*A2) Volume Volune Sum (f t) (sq. in. ) (acres) (acres ) (acre-f t) (acre-f t) ----------------..-------------------------------------------- --.1.------- - ---- 334. 50 7. 10 0. 2.6 0. 00 0. 00 0 . 00 336 . 00 8 . 90 0. 33 0 . 88 0 . 4. 4 0 . 44 338. 00 10 . 80 0.40 1 . 08 0 . 72 1 . 1.6 * Incremental volume computed by the Conic Method for Reservoir Volumes . • q Outlet Structure File: 96-864RA. STR POND-2 Version: 5 . 10 S/N: 1220510102 Date Executed: Time Executed: DART HILL ESTATES SOUTH WINDSOR, CONN. DETENTION FOR PHASE IV REVISED FOR SEPORATE BASIN ***** COMPOSITE OUTFLOW SUMMARY **** Elevation (f t) 0 (cfs ) Contributing Structures -------------- ------- ------------------------ 334.. 50 0. 0 1 334. 60 0. 3 1 334. 70 0. 6 1 334. 80 1 . 0 1. 334. 90 1 . 3 1 335 .00 1 . 6 1 335 . 10 1 . 9 1 335 . 20 2 . 2 1 335. 30 2 . 6 1 +2. 335 .40 2 . 9 1 +2 335. 50 3 . 3 1 +2 335 .60 3 . 8 1 + 2 335.70 4. 2 1 +2 335 . 80 4 . 8 1 +2 335. 90 5 . 3 1 +2 336 . 00 5 . 9 1 +2 +3 336 . 10 6 . 6 1 +2 +3 336 . 20 7 . 2 1 +2 +3 336. 30 8. 0 1 +2 +3 336 .40 8 . 8 1 +2 +3 336 . 50 9 . 6 1 +2 +3 336 .60 10 .4 1 +2 +3 336 . 70 11 . 2 1 +2 +3 336 . 80 11 . 8 1 +2 +3 336 . 90 12 . 3 1 +2 +3 337 .00 12 . 9 1 +2 +3 337. 10 13 . 3 1 +2 -+-3 337. 20 13.7 1 •1-2 +3 337. 30 14 . 2 1 +2 +3 337. 40 14 . 6 1 +2 +3 +4 337. 50 15 . 2 1 +2 +3 +4 337 . 60 15 . 9 1 +2 +3 +4 337. 70 16 . 8 1 +2 +3 +4 337. 80 18 . 1 1 +2 +3 +4 +5 337. 90 19 . 8 1 +2 +3 +4 +5 338 .00 21 . 8 1 +2 +3 +4 +5 /o Outlet Structure File: 96-864RA. STR POND-2 Version: 5 . 10 SIN: 1220510102 Date Executed: Time Executed: DART HILL ESTATES SOUTH WINDSoR, CONN. DETENTION FOR PHASE IV REVISED FOR SEPARATE BASIN >>>>>> Structure No. 1 <<<<<< ( Input Data) TABLE Input your own rating table. E1 (ft) = 334. 5 E2 (ft) = 338 . 001 Constant (f_t) added to each elevation was : Elev . (ft) O (cfs) ---------- ------- 334 . 5 0 335 .75 4 337 8 338 10 �S 334.5 C;rCv� r oftAON r3 /1 Outlet Structure File: 96-864RA .STR POND-2 Version: 5. 10 5/N: 1220510102 Date Executed: Time Executed: DART HILL ESTATES SOUTH W I NDSOR, CONN. DETENTION FOR PHASE IV REVISED FOR SEPARATE: BASIN >>>>>> Structure No. 2 <<<<<< ( Input Data) CULVERT-CR Circular Culvert (With Inlet Control ) , E1 elev. (ft) ? 335 . 3 E2 elev . (ft) ? 338 . 001 Diam. (ft) ? 0 . 83 Inv. el . (ft) ? 335 . 3 Slope (ft/ft) ? . G05 T1 ratio? . 8 T2 ratio? 1 . 2 K Coeff . ? . 534 M Coeff . ? . 555 c Coeff. ? . 0196 Y Coeff. ? . 89 Form 1 or 2? 2 Slope factor? -0 . 5 N i0 335.3 C•r�JIA� O�Q,H��a 12 Outlet Structure File: 96-864RA.STR POND-2 Version: 5 . 10 SIN: 1220510102 Date Executed : Time Executed: DART HILL ESTATES SOUTH WIND oR, CONN . DETENTION FOR PHASE TV REVISED FOR SEPARATE BASIN >>>>>> Structure No. 3 <<<<<< ( Input Data) CULVERT-CR Circular Culvert (With Inlet Control) 4 E1 elpv. (ft) .> 336 E2 elev. (f t) ? 338 . 001 Diam. (ft) ? . 83 Inv . el . (ft) ? 336 . 0 Slope (£t/ft) ? . 005 T1 ratio? . 8 T2 ratio? 102 K Coeff: . ? . 555 M Coeff . "? . 534 c Coeff. ? . 0196 Y Coeff. ? . 89 Form 1 or 2? 2 Slope factor? -0 .5 10 m C i cc V�o.r 0�tvuvk ► 3 Outlet Structure File: 96-964RA. STR POND-2 Version: 5 . 10 SIN: 12.20510102 Date Executed: Time Executed: DART HILL ESTATES ,SOUTH WINDSOR, CONN. DETENTION FOR PHASE IV REVISED FOR SEPARATE BASIN >>>>>> Structure No. 4 <<<<<< ( Input Data) INLET Box C/4TCN (3ASIN FRAME Weir & Orifice defined by length and area E1 elev . (ft) ? 337. 4 E2 elev. (ft) ? 338 . 00]. Crest elev. (ft) ? 337. 4 Weir length (ft) ? 7 Weir coefficient? 0 . 9 Orifice area (sq.ft) ? 3 . 6 Orifice coefficient? . 9 Start transition elev. (ft) @ ? Transition height (ft) ? k Y. P Outlet Structure File: 96-864RA.STR 14/ POND-2 Version: 5 . 10 S/N: 1220510102 Date Executed: Time Executed: DART HILL ESTATES SOUTH WINDSOR, CONN. DETENTION FOR PHASE IV REVISED FOR SEPARATE BASIN EMER(,C)Jc.Y S PI L L war »»» Strtic:ture No . 5 ««« ( Input Data) WEIR-XY Weir - Defined by X, Y Coordinates A E1 (ft) = 337 .7 E2 (ft) = 338 .001 X dist. (ft) Y elev . (ft:) ----------- ----------- 0 338 .7 2 337.7 6 337 . 7 8 338 .7 338.7 337.7 Zsl POND-2 Version: 5. 10 S/N: 1220510102 Page 15 EXECUTED: 02-22-1993 15 :42: 58 Return Freq: 2 years * DART HILL ESTATES t * SOUTH WINDSOR, CONN. * DETENTION FOR PHASE IV * POST DEVELOPMENT ****************** SUMMARY OF ROUTING COMPUTATIONS r Pond File: d:96-864RA. PND Inflow Hydrograph : d: 96-864D1 . HYD Outflow Hydrograph: d:96-86A41 .HYD Starting Pond W.S . Elevation = 334. 50 ft ***** Summary of Peak Outflow and Peak Elevation Peak Inflow = 6 . 00 c£s Peak Outflow = 2 . 11 cf s Peak Elevation = 335 . 17 ft ***** Summary of Approximate Peak Storage ***** Initial Storage - 0. 00 ac-f t Peak Storage From Storm -- 0 . 18 ac-ft -------------- - Total Storage in Pond - 0 . 18 ac-ft POND-2 Version: 5. 10 SIN: 1220510102 Page. l(a EXECUTED: 02-22-1993 15 :42: 58 Return Freq: 10 years * DART HILL ESTATES * SOUTH WINDSOR, CONN. * DETENTION FOR PHASE IV { * POST DEVELOPMENT **************** { SUMMARY OF ROUTING COMPUTATIONS Pond File: d: 96-864RA.PND Inflow Hydrograph: d: 96-864D2 . HYD Outflow Hydrograph: d: 96-86A42.HYD Starting Pond W.S. Elevation = 334. 50 f t ***** ;summary of Peak Outflow and PAak Elevation }**** Peak Inflow = 17. 00 cfs Peak Outflow = 7 . 98 cfs Peak Elevation = 336. 30 f t **** Summary of Approximate Peak Storage ** *** Initial Storage = 0. 00 ac-ft. Peak ;Storage From Storm = 0 . 54 ac-ft --------------- Total Storage in Pond - 0 . 54 ac-ft POND-2 Version: 5. 10 SIN: 1220510102 Page 17 EXECUTED: 02-22-1993 15 :42 :58 Return Freq: 25 years DART HILL ESTATES * SOUTH WINDSOR, CONN. * DETENTION FOR PHASE. IV * POST DEVELOPMENT **************** * SUMMARY OF ROUTING COMPUTATIONS Pond File: d: 96-864RA.PND Inflow Hydrograph: d: 96-864D3 .HYD Outflow Hydrograph: d:96-86A43.HYD Starting Pond W.S. Elevation = 334.50 ft **** * Summary of Peak Outflow and Peak Elevation *; ** Peak Inflow = 25. 00 c is Peak Outflow = 12 . 28 cf.s Peak Elevation = 336. 90 .ft ** ** Summary of Approximate Peak Storage Initial. Storage = 0. 00 ac.-ft Peak Storage From Storm = 0.75 ac-ft ---------------- Total Storage in Pond = 0 .75 ac-ft Warning : Inflow hydrograph truncated on left side. * File: d : 96-864D3 . HYD Qmax = 25 . 0 cfs x File: d:96-86A43 .HYD Qmax = 12 . 3 cfs POND-2 Version: 5. 10 SIN: 1220510102 Page 18 EXECUTED: 02-22-1993 15 :42 : 58 Return Freq: 50 years * DART HILL ESTATES * SOUTH WINDSOR, CONN . DETENTION FUR PHASE: IV } * POST DEVELOPMENT ******* *** ****** SUMMARY OF ROUTING COMPUTATIONS *************** ** * Pond File: d: 96-864RA . PND Inflow Hydroqraph: d: 96-864D4. HYD Outflow Hydroqraph: d :96-86A44. HYD Starting Pond W.S . Elevation = 334. 50 ft ***** Summary of Peak Outflow and Peak Elevation ***** Peak Inflow - 30 . 00 cf_s Peak Outflow = 14. 17 cfs Peak Elevation - 337 .29 f_t. * *** Summary of Approximate Peak Storage **** Initial Storage = 0. 00 ac-ft Peak Storage From Storm = 0 . 89 ac-ft --------------- Total Storage in Pond = 0 . 89 ac-ft Warning : Inflow hydrograph truncated on left ride. POND-2 Version : 5. 10 SIN: 1220510102 Page 19 EXECUTED: 02-22-1993 15: 42 : 58 Return Freq: 100 years * * * DART HILL ESTATES * SOUTH WINDSOR, C ONN . * DETENTION FOR PHASE. IV * POST DEVELOPMENT ****************** SUMMARY OF ROUTING COMPUTATIONS Pond File: d: 96-864RA .PND Inflow Hydrograph: d: 96-864D5. HYD Outflow Hydrograph: d:96-86A45 .HYD Starting Pond W. S. Elevation = 334 . 50 ft **** Summary of Peak Outflow and Peak Elevation ***** Peak Inflow = 36 . 00 cfs Peak Outflow = 17 . 57 c£s ' Peak Elevation = 337. 76 f_t ***** Summary of Approximate Peak Storage- Initial Storage = 0. 00 ac-ft Peak Storage From Storm = 1 . 07 ac-f t --------------- Tota 1 Storage in Pond = 1 . 07 a.c-f..t Warning: Inflow hydrograph truncated on left side. APPENDIX A W n f1 T , cy w N Inlet Number it 8 °o' In w U' tv Time to Inlet Lq w Area in Acres OD Q ,A• 4 N o N w 0 Runoff Coefficient AI IN �-- CIO F �' o N 0 01% Sum of AT 00 CO Total AT .� W o J o w �„i cl Rainfall Intensity Vl � 00 CO ' p ;o %c Q to Inlet O a O Grade of Gutter o � h H M r • o O o O Q p Cross Slope of W W w w W Shoulder N N jar _ N Depth of Flow a O O — W N at Gutter w N o N = w Width of Flow O Q O ' I 1 N Q Bypassing Inlet O o • %n `� — 1 I AI Bypassing Inlet W W Iv W p H AI.Entering Catch ao J ..o N N °% Basin 0 'oN 4aa4S 7 q P�K�a 0 .j oM�a� �� 'NNO3 'AMONOISVID '3AV NOU311 bZ l '3OSSV V VddAAFI '3 ON I3b N IN Tep, Inlet Number 00 1 ` _ th O O o o W r OD \o) w Time to Inlet — w w Area in Acres LA � w P W �" Runoff Coefficient IQ w AT rj Ln J Ow Olt Sum of AT -p uWj v Total AI 4, -{a w �J p °D Rainfall Intensity Y L � � 0 Q to Inlet O p O O 0 o Grade of GutterFF� I �* n ti W W W rtN p O g Cross Slope of W tN Shoulder p a H Depth of Flow a W (A .a at Gutter (A 4. O 11f, 1 w Width of Flow ' Q Bypassing Inlet I Q AT Bypassing Inlet N \ H AI.Entering Catch Basin -ON Iaayg Z. q pax�ayO ainog UAoy 1:-j s ., Aq PaaTsea 'NN03 'AHNNOISV19 '3AV NOU0311 VZJ JOSSV V VddAA11 '3 ON I1H Storm Sewer System Design `�` i• y o to c E4 v c r P4 �� u O c O 4+- ? ad 1r O O 0.� A V _ • 6' F' E' Q 4 a Or L. 5 a� c w x -c 1 2 3 4 5 6 7 8 9 10 11 12 113 14 15 St•. 2a+30Lt 0.Z(. 0-2(0 3.5 4, s��2$•?0�t 13 - 13 4.3 /• / /S Z� , 01 0.'4 ,ors ca s 4 Rt a t�7z9_8b�} 13 1 13. a.ZO O, 4(o 4.3 Z. o IS J 9� -059 8 14 0. 8 � Cq. S•§%. Z9•,o R} C9 S*V6 goo Ri 13 , Z 13.5 0,Z Z O. C 8 4,2 Z. 9 15 ►Z •0 3to 7.9 . I Z 40 s c) n 43 ca s44 3-0 a+ /0 - /0 0. 15, 0. 15 4.71 4.7 /S 24 , O/ 3.Z Co 0.3 � � M n IZQ 3 i ca SCR 32.40 R} /S .5 I S. s 0. 11 /,Oz 410 4,0 /5 )38 .O/ S (o ).a(*) Mro GoC) C6 sf� 33.40Rt /8 -3 /$.3 0. 38 /•40 3.7 S- Z /S /00 . O/ 5.2 (o ��Z.acd)Z v �''�' n c� 44 CA St; 33+40 I t s+. R4 /D - /O 0. 13 0. 13 4.7 O. (o /S Z4 . O/ 3. 1 (0 0.3 c� Ca 3 ,AO'Rt 3 /8.(, 0, 37 / 90 3.(0 (o, 8 /S /oo . o/ Ls (4 c s �s �-r lam}- .3 /8.9 0.3Z Z. ZZ IS7 8 /8 /oa • o/ C+ CA CB e A- 645 l 5 -3 /9•Z 0.33 Z. 55 3•5 8. q o f z • /8 9 5 .O I 5.9 /0 Z. (X o W gs-� 3b*35 to - /0- 0. 1(D n. , 14.71 0. 8 /S 24 ) n P� R, w ww Ww V -j J R' v, w N, f' Line Segment I N ro Time to Inlet -{� w Time in Pipe -� P- Accumulated Time 1i -I! s- I o N W AI Entering Catch Basin W Sum of AI in System O -4 4. Rainfall Intensity P w o °D Q in System a w W C 94 co Oo �o Pipe Size p d A N � 1+ Length of Pipe � Q O 40 o O "..' r, Slope' � W toAverage Velocity O Q w Full Capacity "N Headwater rM a J�z> 18n.I ' *ON 14aa4S ! Aq paX�a4� 1o��M,a i� a,4nog ✓9.r1—%.0 "*�t5 uNoy 'V- f-05�AZJ % A us gaa P Wnquap .2M €jolccwS rue17 oJWL ru3!WJ REINO E. HYYPPA & ASSOCIATES Project No. U ` 8 G b^�+ 4,'11f�aac,= Civil Engineers & Land Surveyors Sheet No. of Sheets 124 Hebron Avenue Date 3-3-12 Glastonbury, Connecticut 06033 Designed By Subject: G''' r Ram 0 SACT Checked By S 36r35 Rt. Yaet6f WOJ Or Q/02 208 chs BAN ..' t Arr^ -- 3.4 W f i r:w,t,�tc r = For ^ �"`J j� �r C� z'Y fop0, 8 Z Af 17 = 0. 30 S'ATI+mac*� -VLt, 2.4' i4%c CAA 71%c Itvq' �tc +qAVtAVJA/ % 0.20 0't 17 69, 19 1 74'IS At f-A W r".t 0. 1 -}-a _.=3of t '�'�n+��/�� P I �� 7 cast s��� O� ° (�' ;10 e � �l OKAs 3Z /p L J A S <. pQ /q �.�L I"avt,1`07 0.S �--� t 3' Olive u►er►a .1'? 2. ti • Comte fesrra�1 and/or 2 for oddWmai services. .compfey itns 3.and 48&b. I also wish to receive the • Print trout name and address on tha revorae of this form so that we can following services (for an extre r9tum thin card to you. fee): doss�this form to the fromofthe mailpiece,or on the back if apace 1. ❑Addressee's Address • W1"lom RacWpt Rpu$*W'on • the m"Place Wow ft The Datum R we show to whom the article wwass article number dNiwnd. I delivered and the date . ❑Restricted Delivery 3. Article A to: Awfor fee. 40. Article bar JEAN MARC JACQUES* PRESIDENT P 007. 587 302 JHJ CONSTRUCTION COMPANY 4b. Service '�,p�, 658 ELLINGTQN ROAD ❑ Re�iistiind ❑Insured Csrtifiii Q COD SOUTH WINDSOR CT 06074 74 ❑ Ex PrONS,Mail 0 Return R sceipt for , 7. Date of rwi 6. S nature(Addy S. Addresses s r 6. Signature,(Agent) and fee is paid) ess(Only ff rsques�ed ©eceilihef 1981 U.$.mp.O:ts�-3o7 RETURN RLMIPT UNITED STATES POSTAL SERVICE Official Business PENALTY FOR PRIVATE USE TO AVOID F POSTAGE,$300 Print your name, address and ZIP Code here• • PZC - TOWN OF SOUTH WINDSOR 93-09P 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 KtUtIVLL) E PEI3AKOS, KINDL & ZITSEn, P.C. COUNSELLORS AT LAW JAN b 1993 207 MAIN STREET FIARTFORD,CONNECTICUT 06106 S0. WINDSOR PLANNING DEFT. 4203)560-0550 FAX (203)724-0805 JOHN J.KINDL STEVEN E.PERAKOS(1020.1082) January 4, 1993 Marsha Banach Town Planner, South Windsor South Windsor Town Hall SENT BE FACSIMILE 1540 Sullivan Avenue South Windsor, CT 06074 Re: Application #92-15P, Dart Hill Estates, Phase III Dear Ms. Banach: In accordance with our telephone conversation on this date, this letter will serve as a request on behalf of my client, Dart Hill Realty, Inc. , for an extension of time until March 15, 1993, in which to file the necessary mylars and bonds with respect to the above referenced application. It would be appreciated if you would bring this request to the attention of the Planning and Zoning Commission for its approval. Should you have any questions regarding this matter, do not hesitate to contact me. Since e , Jo J. ndl JJK/dre cc: Dart Hill Realty, Inc. Reino Hyyppa & Associates tom 4< C r O-P S_au� ?40&U&Ot C � .-1 V 1540 SULLIVAN AVENUE • _SOUTH WINDSOR. CONN. 06074 ,�OSOR•CO AREA CODE 203/644-2511 January 13, 1993 Attorney John J. Kindl Perakos, Kindl & Zitser, P.C. Counsellors At Law 207 Main Street Hartford, CT 06106 Dear Attorney Kindl: Re: Appl. #92-1.5P, Dart Hill Estates, Phase III Please be advised that the Planning and Zoning Commission voted on January 12, 1993, to grant a 90-day extension for filing subdivision plans for the above-referenced subdivision in the Town Clerk's office. The new filing deadline is March 15, 1993 . Ve truly yours, �G J ouise C. Evans Chairman LCE/pmm Date: April 2, 1993 Louise C. Evans, Chairman Planning and Zoning Commission Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Dear Chairman Evans: re: (Appl. #) 93-09P (Name) Dart Hill Phase Iv The applicant, JMJ Construction Co. Inc. , hereby requests a 65-day (or -day) extension of the date with regard to the above-referenced application. public hearing Very truly yours, (Applicant) by: (Authorized representative) :rt o 0,0 G U s v 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 e•co� AREA CODE 203 644-2511 April 21, 1993 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques : Re: Application #93-09P - Dart Hill Estates, Phase IV Please be advised that the public hearing in the above matter has been scheduled for Tuesday, May 11, 1993 at 8: 00 p.m. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue. Four signs , advertising the hearing, must be posted on the property for 10 consecutive days prior to the hearing, and must be clearly visible from the road. Please have the signs posted by Friday, April 30, 1993, one sign on Lawrence Road, one sign on Dart Hill Road, one sign on Niederwerfer Road, and one sign on Ellington Road. Signs can be purchased in the Town Hall for $5 . 00 each. ery t my yours, L� yllis Mann Record' g Secretary Planning & Zoning Commission i APR 2 I � 1993 TOWN CLERK LEGAL NOTICE TO BE PUBLISHED IN THE JOURNAL INQUIRER THURSDAY, APRIL 29 , 1993 AND THURSDAY, MAY 6, 1993 SOUTH WINDSOR - PLANNING & ZONING COMMISSION Notice is hereby given that there will be a public hearing on Tuesday, May 11, 1993 at 8:00 p.m. in the Council Chambers of the South Windsor Town Hall to consider the following: 1 . Appl. #93-12P, Normand & Laurel Lussier - Special Exception to Article 4 .7 of the Zoning Regulations to create an accessory apartment at 743 Pleasant Valley Road, RR zone 2. Appl. #93-09P, JMJ Const. Co. /Dart Hill Estates, Phase IV - Resubdivision to create 21 lots on property located east of Ellington Road, west of Lawrence Road and north of Dart Hill Road, RR zone open space 3 . Appl. #93-11P, Harry James/Coven Mountain - Resubdivision of 11 lots on property located east of Abbe Road and north of Garnet Lane, A20 and A30 zones 4 . Proposed Interstate Corridor Zone Regulations identifying permitted/special exception uses and criteria for same. Approximate boundary to be set at a later date in the vicinity of Interstate 291, south of Chapel and east of Route 5. 5. Amendment to the Restricted Commercial zone to allow Section 5 . 1 . 2 . 6 "Any other use, building or service as determined by the Commission. . as a special exception. 6 . Amend the General Commercial zone to allow Section 5 . 2. 2. 11 "Any other use, building or service as determined by the Commission. . . " as a special exception. 7 . Amendment to the Rural Residential zone to set specific special exception criteria for day care centers . Copies of the applications are on file in the office of the Town Clerk and/or the Planning Department. At this hearing, interested persons may appear and -be heard, and written recommendations will be received. Louise Evans, Chairman LETTER OF TRANSMITTAL s e PLANNING DEPARTMENT C TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 ( 203) 644-2511 DATE r � TO: jtoaq Ti.?,,Le. WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Copies Appl. No. ' Project r - THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other ka� ! ' PLEASE RETURN/COMMENT BY: COMMENTS: Engineeriuth ng Winds Copy to: From:. N_ � 6� 4o'0M SC44 LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE / SOUTH WINDSOR CT 06074 ` V ( 203) 644-2511 DATE TO:, :7E SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Co ies Appl. No. Pro ect O THESE ARE TRANSMITTED as checked below: ✓ For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: d'�: �, �• I COMMENTS: f SQr� '� ® Copy E ��Ivitue.. JQ4 From: �n AA LETTER OF TRANSMITTAL TEL. 633-5218 REINO E. HYYPPA& ASSOCIATES may Civil Engineers& Land Surveyors 124 Hebron Avenue Glastonbury, Connecticut 06033 APR 291993 South Windsor Planning & Zoning Comroissiorr Regarding Dart Hill RhaSg a Date 4�u w To Ms . M. Banach Job 96-86--1 R own of S. Windsor Att. of: WE ARE SENDING YOU: Oat your request O Under separate cover O for approval 13 Herewith O for your files The following: O 7 sets of plans revised per Town comments (rev 4/23/93) for P&Z 1 set of drainage computations rev April , 1993 3 sets of plans rev 4/23/93 for Wetlands Commission REMARKS cc: JMJ Const. Co. w/one set of prints If enclosures are not as listed, kindly notify at once. REINO E. HYYPPA A ASSOCIATO by DRAINAGE COMPUTATIONS DART HILL ESTATES PHASE IV Reino E. Hyyppa & Associates 124 Hebron Avenue Glastonbury, CT 06033 January, 1993 April , 1993, revised. TABLE OF CONTENTS page Overview 1 Summary Table 2 Before Development: Curve Number (CN) 3 ' Time of Concentration (Tc) 4 Summary of Peak Discharges 5 After Development: Curve Numbers 6 Time of Concentration 7 Detention Pond 8 Summary of Routing 15 Appendix A Storm Sewer System Design Gutter Flow Analysis OVERVIEW The stormwater management plan for Phase IV of Dart Hill Estates has been redesigned at the request of the Town of South Windsor. The new design will feature a separate deten- tion basin as opposed to an expansion of the existing pond. This basin will be in the rear of Lots 89 and 90, upland of the wetlands associated with the existing pond. The pond was sized so there will be a zero increase in the peak rate of runoff from Phase IV to the wetlands. Before development, there was 16+ acres that drained easterly off the site to the wetlands. As 0.9 acres of this original area was intercepted with the construction of Phase III , there is a minor difference for the acreage in the post- development condition. The pond design has incorporated a stone filter to pro- mote the settling of silt out of the stormwater. The pond should be cleaned of all accumulated silt as the construction areas are stabilized. REINO E. H Project No. Wo- No YYPPA & ASSOCIATES Civil Engineers & Land Surveyors Sheet No. 2 of Sheets 124 Hebron Avenue Date 4-7- 13 Glastonbury, Connecticut 06033 Designed By Subject: &VSe Owk5c 'c"��ort Checked By On dC4 r Y-6e. cue 0,tvest A-[+,r ave/o wwwr (c Fs (c k-s Z 2- (� 2 /o 9 ZS / 4 ZS S0 ) -7 30 4 3 /00 Z 2 3/ TR-55 CURVE NUMBER COMPUTATION VERSION 1 . ]-1 Project : DART HILL ESTATES PHASE IV User: PJM Date: 04-07-93 County : Hartford State: Checked : _ Date: Subtitle: PRE - DEVELOPMENT Subarea : UNDEV ----------- --------.________ ------------------------------- --------------- Hydrologic roil Group COVER DESCRIPTION A B C D Acres (CN) -------------------------------------------------------------- ----------------- - ----- OTHER AGRICULTURAL LANDS Brush - brush, weed, grass mix fair - 14(56) - - Woods good - 1 .0(55) 1 . 0 (70) - Total Area (by Hydrologic Soil Group) 15 1 ---------------------------------- SUBAREA: UNDEV TOTAL DRAINAGE AREA: 16 Acres WEIGHTEDCURVENUML�ER : 57; ------ _ - - * - Generated for use by GRAPHIC method TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 . 11 Project : DART HILL ESTATES PHASE IV User: PJM Date : 04-07-93 County : Hartford State: CT Checked: _ Da t.e Subtitle : PRE - DEVELOPMENT ---------------------------------------- Flow Type 2 year Length Slope Surface n Area Wp Vel.oci.ty Timn rain (ft.) (ft/ft) code (sg/ft) (ft) (ft/ ;ec) ( hr ) Sheet 3 . 2 200 . 02 F 0 . 41.4 Shallow Concent'd 800 .056 U 0 . 058 Time of Concentrat.i.on = 0 . 47* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow C;oncentrat.#�d - - R Fallow (No Res . ) G Grass, Burmuda --- Surf ace. Codes - - - C Cultivated < ?..O % I:es . H Woods, Light P Paved D Cultivated > 20 % Res . I Woods, Dense U UnPa- ved E Grass-Range, Short * - Generated for use by GRAPHIC method . 5� TR-55 GRAPHICAL DISCHARGE METHOD VERSION 1 . 11 Project : DART HILL ESTATES PHASE IV User: PJM Date: 04-07-93 � County Hartford State: CT Checked: Date: Subtitle: PRE - DEVELOPMENT Data: Drainage Area 16 Acmes Runoff Curve Number 57 Time of Concentration: 0 . 47 * Hours Rainfall Type Pond and Swamp Area NONE I `Storm Number-- i-_-1--i--'"2- 1 .3 I 4 I ___ 1 ------------------------ I ------- i ------ I ---- -- I _- I I I Frequency (yrs) I 2 I 10 1 25 1 50 1 100 I I I I 1 124-Hr Rainfall (in) I 3 . 2 1 4. 8 1 5. 8 1 6 . 3 1 7. 0 I I I I I 1 1 Ia/P Ratio 1 0 . 47 1 0 . 31 1 0 . 2.6 1 0 . 24 1 0 . 22. 1 1 1 1 1 1 1 1 I Runoff ( in) 1 0. 31 1 1 . 00 1 1 . 56 1 1 . 86 1 2. . 31 I 1 I 1 1 I I I 1 Unit Peak Di.scharue 10 . 340 10 . 539 10. 575 1U . 586 1U . 59t3 I (cfs/acre/in) I I I I 1 1 i i I 1 I I Pond and Swamp Factors 1 .00 1 1 . 00 1 1 . 00 1 1 .00 1 1 . 00 I 0. 0% Ponds Used I I I I I ---------------------- 1 ------ I ------ I - ----- I ------ I ------ I I Peak Discharge (cfs) - I2_ 1 _---9- i --_14- 1 �--17- 1 ---22- 1 - Value(s) provided from TR-55 system routines TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11 Project : DART HILL ESTATES PHASE. IV User: PJM Date: 04--07-93 County : Hartford State: CT Checked: Y Date: Subtitle: POST - DEVELOPMENT Subarea : UNDEV --------------------------------------------------------------- -------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) -------------------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Residential districts Avg % impery (by average lot size) 1/2 acre 25 - 10. 1 (70) - - OTHER AGRICULTURAL LANDS Brush - brush, weed, grass mix fair - 4 ( 56 ) - Woods good - -- 1_ 0(70) - Total Area (by Hydrologic Soil Group) 14. 1 1. ----------------------- -------------------------------- SUBAREA: UNDEV TOTAL DRAINAGE AREA : 15 . 1. Acres WEIGHTED CURVE NUMBER: 66# --------------------------------------------------------------------------------------- - * - Generated for use by GRAPHIC method • 7 TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 . 11 Project : DART HILL ESTATES PHASE IV User : PJM Date: 04-07...93 County : Hartford State: CT Checked: Date: Subtitle: POST - DEVELOPMENT Flow Type 2 year Length :elope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft ) (ft/sec) (hr ) -----.Sheet 3 . 2 200 . 02 E 0 . 269 Shallow Concent'd 800 .0.56 U 0 . 058 Time of Concentration = 0 . 33* --- Sheet Flow Surface Codes --- A Smooth Surface F Grass, Dense --- Shallow Concentrated --- B Fallow (No Res . ) G Grass, Bur-muda. --- ;surface Codes ---- C Cultivated < 20 % Res . H Woods, Light P Paved D Cultivated > 20 % Res . I Woods, Dense U Unpaved E Grass-Range, Short * - Generated for use by GRAPHIC method POND-2 Version: 5 . 10 8/0: 1220510102 . DART BILl. ESTATES SOUTH WI0DG0B, CO00 . DETENTION FOR PHASE TV REVISED FOR SEPEBATE BASIN CALCULATED 02 23-19g3 15 : 32 : 48 DISK FILE: d: 96-864RA . V0L Planimeter scale: I iuob = 40 ft . + Elevation 9laoimeter Area A1 +A2+oqr(Al+A2 ) Volume Volume Sum (ft) (sq . io. ) (acres) (acres) (acre-ft) (acre-tt) ____________________________________________________________ ____ _______ __ __ 334. 5U 7. 10 0. 26 0. 00 0. 00 0 . 0n 336 .00 8 . 90 0 . 33 0 . 88 0 . 44 0 .44 338. 00 10 . 80 0 .40 1 , 08 0 .72 1 . 1.6 * Incremental volume computed by the Conic Method for Reservoir Volumes . � , Outlet Structure File: 96-864RA. STR SIN : 1220510102 POND-2 Version: 5 . 10 Time Executed: Date Executed : DAFT HILL. FSTATES SOUTH WINi)SOR, CONN . DETENTION FOR PHASE IV REVISED FOR sEPERATE BASIN **#** COMPOSITE OUTFLOW SUMMARY **** Contributing Structures Elevation (f t) 9-(cfs) ------------------------ 334. 50 1 0 ' 3 334. 60 0.6 1 334.70 1 .0 1. 334 .80 1 1 . 3 334. 90 1 . 6 1 335 .00 1 335 . 10 1 ' � 2 . 2 1. 335 . 20 2 . 6 1 +2 335 . 30 +2 335 .40 2 .9 1 3 . 3 1 +? 335 . .5Q 1 +2 335 .60 3 . 8 4. 2 1 +? 335 .70 4. 8 1 +2 335 . 80 5 . 3 1 +` 335 . 90 5 .9 1 +2 +3 336 .00 1 +2 +3 336 . 10 6 ' E' +2 +3 336 . 20 1 +2 +3 336 . 30 8 . 0 +2 +3 336 .40 8 . 8 1 9 . 6 1 +2 +3 336 . 50 10 .4 1 +2 +3 336 .60 1 +2 +3 336 .70 11 . 2. 336 . 80 11 . 8 1 +2 +3 336 . 90 12 . 3 12 9 1 +2 +3 337 .00 1 +2 +3 '137 . 10 13 . 3 1 .1.2 +3 337 . 20 13 .7 1 +2 +3 337 . 30 14 . 2 14 .6 1 +Z +3 +4 337 .40 15 . 2 1 +2 +3 +4 33'7 . 50 15 .9 1 +2 +3 +4 337 . 60 1.6 . 8 1 +2 +3 +4 ].6 337 . 70 1 +2 +3 +4 +5 337 .80 113 . 1 +7 +3 +4 4.5 1q . 8 1 337 . 90 1 +2 +3 +4 +5 338 .00 21 . 8 Outlet Structure File: 96-864RA .STR POND-2 Version: 5 . 10 SIN : 1220510102 Date Executed: Time Executed: DART HILL ESTATES SOUTH W I NDSO R, CONN . DETENTION FOR PHASE IV REVISED FOR SEPERATE BASIN »»» Structure No . 1 ««« ( Input Data) TABLE Input yc)ur own ratincl table. El (ft) = 334 . 5 E2 (f.t:) = 338 . O01, Constant (f_t) added to each elevation was : Elev . (ft) A (cfs) 334 . 5 0 335 .7`, 4 337 8 338 10 ►5 334.5 G;,'Cv�ar 0 h 9 Outlet Structure File: 96-864RA . STR POND-2 Version: 5. 10 S/N : 1220510102 Date Executed: Time Executed: DART HILL ESTATES SOUTH W I NDISOR, CONN . DETENTION FOR PHASE IV REVISED FOR SEPERATE BASIN >>>>>> Structure No. 2 ««« ( Input Data) CULVERT-CR Circular Culvert (With Inlet Control ) E1 elev . (f t) ? 335 . 3 E2 elev . (ft) ? 338 . 001 Di.a.m. (ft) ? 0 .83 Inv . el . (ft:) ? 335 . 3 Slope (ft/ft) ? . 005 T1 ratio? • 8 T2 ratio? 1 . 2 K Coeff_ . ? . 534 M Coeff . ? . 555 r., Coeff . ? • 0196 Y Coeff. ? . 89 Form 1 or 2? 2 Slope factor? -0 . 5 -f of cv%; Outlet Structure File: 96-864RA.STR POND-2 Version: 5 . 10 SIN: 1_220510102 Date Executed : Time Executed: DART HILL ESTATES SOUTH W I ND!30R, CONN . DETEN'TICAN FOR PHASE 1.V REVISED FOR SE;PERATE BASIN >>>>>> Structure No . 3 ««« ( Input Data) CULVERT-CR Circular Culvert (With Inlet Control) E1 e.lev . ( ft) ? 336 E2 elev. (f t) ? 338 . 001 Diam. (ft) ? . 33 Inv . el . ( ft) ? 336 . 0 Slope (ft/ft) ? . 00.5 T1. ratio? • 8 T2 ratio? 102 K Coeff. . ? . 555 M Coeff . ? . 534 c Coe.ff. ? . 0196 Y Coef f. ? . 89 Form 1 or ?.? 2 Slope factor? -0 . 5 10 C Vrcvkove 0ggV%%hy 13 Outlet Structure File: 96-864RA .STR POND-2 Version: 5. 10 SIN: 12.20510102 Date Executed: Time Executed: DART HILL ESTATES SOUTH WINDSOR, CONN. DETENTION FOR PHASE TV REVISED FOR SEPERATE BAST N »»» Structure No. 4 ««<< ( Input Data) INLET Box - CA-raf 13ASIN FRAME Weir & Orifice defined by length and area E1 Alev . (ft) ? 337. 4 E2 elev. (ft) ? 338 . 001 Crest elev. (ft) ? 337. 4 Weir length (f t) ? 7 Weir coefficient? 0 . 9 Orifice area (gg. ft ) ? 3 . 6 Orifice coefCicie..nt? . 9 Start transition elev. (ft) @ ? Transition height (f.t) ? Outlet Structure File: 96-864RA. STR 14 POND-2 Version : 5 . 10 S/N: 1220510102 Date Executed : Time Executed: DART HILL ESTATES SOUTH WINDSOR, CONN . DETENTION FOR PHASE IV REVISED FOR SEPERATE BASIN 600GOCY S PI L L WAY »»» Structure No . 5 ««« ( Input Data ) WEIR-XY Weir - Defined by X, Y Coordinates E1 (ft) = 337. 7 E2 (f_t ) = 338 . 001 X dist. (ft) Y elev . (ft) 0 338 . 7 2 :337 .7 6 337 . 7 8 338 .7 338.7 337,7 2;1 POND-2 Version: 5. 10 S/N: 1220510102 Pac-te 1S EXECUTED: 02-22-1993 15 :42: 58 Return Freq: 2 years * * DART HILL ESTATES * SOUTH WINDSOR, CONN . * DETENTION FOR PHASE IV * POST DEVELOPMENT *********** ***#** SUMMARY OF ROUTING COMPUTATIONS Pond File: d:96-864RA. PND Inflow Hydrograph : d: 96-864D1 . HYD Outflow Hydrograph : d: 96-86A41 . HY.D Starting Pond W.S . Elevation = 334 . 50 ft **** Summary of Peak Outflow and Peak Elevation Peal: Inflow - 6 . 00 c.f..s Peak Outflow = 2 . 11 cf_s Peak Elevation = 335 . 17 ft --- ***** Summary of Approximate Peak Storage *#*** Initial Storage - 0. 00 ac-ft Peak Storage From Storm -- 0 . 18 ac-f t ---------------- Total Storage in Pond = 0 . 18 ac-ft POND-2 Version: 5. 10 SIN: 1220510102 page. 1( EXECUTED: 02-22-1993 15 : 42 :58 Return Freq: 1.0 years * DART HILL ESTATES * SOUTH WINDSOR, CONN. * DETENTION FOR PHASE IV POST DEVELOPMENT SUMMARY OF ROUTING COMPUTATIONS Pond File: d: 96-854RA . PND Inflow Hydrograph: d: 96-864D2. HYD Outflow Hydrograph: d: 96-86A42. . HYD Starting Pond W .S. Elevation = 334. 50 ft ***** Summary y of Peak Outflow acid Peak Elevation Peak Inflow - 17 . 00 cfs Peak Outflow = 7 . 96 cfs .Peak Elevation = .336 . 30 ft ***** Summary of Approximate Peak Storage * *** Initial Storage - 0. 00 ac-ft Peak Storage From Storm - 0. 54 ac-ft ---------------- Total Storage in Pend - 0 . 54 ac-ft POND-2 Version: 5 . 10 SIN: 1220510102 Page 17 EXECUTED: 02-22-1993 15 :42 : 58 Return Freq: 25 years * { DART HILL ESTATE?S * SOUTH WINDSOR, CONN . * DETENTION FOR PHASE IV * POST DEVELOPMENT **** ***** ** ** SUMMARY OF ROUTING COMPUTATIONS Pond File: d : 96-864RA .PND Inflow Hydrograph: d : 96-864D3 . 14Y1) Outflow Hydrograph: d: 96-86A43 .HYD Starting Pond W.S . Elevation = 334. 50 ft *** * Summary of Peak Outflow and Peak Elevation *{ * ** Peak Inflow = 25 . 00 cf s Peak. Outflow = 12 . 28 cf.s Peak Elevation = 336 . 90 ft * *** Summary of Approximate Peak Storage *** * Initial. Storage - 0. 00 ac-ft Peak Storage From Storm = 0 .75 ac-ft ---------------- Total Storage in Pond = 0 .75 ac-ft Warninq : Inflow hydrograph truncated on left side. * ' File: ��: 9b-864D3 . HYU Omar: = 25 . 0 c:f_^ x File: d:96-86A43 .HYD Amax = L2 . 3 cfs POND-2 Version: 5 . 10 SIN : 1220510102 Page 18 EXECUTED: 02-22-1993 15:42 : 58 Return Fr.eq : 50 yeas^ * DART HILL ESTATES * SOUTH{ WINDSOR, CONN . * DETENTION FOR PHASE IV { * POST DEVELOPMENT SUMMARY OF ROUTING COMPUTATIONS Pond File: d: 96-864RA . PND Inflow Hydroqraph: d: 96-864D4 . HYD Outflow Hydrograph: d: 96-86A44.HYD Starting Pond W.S. Elevation = 334. 50 f t ***}* Summary of Peak Outflow and Peak Elevation Peak Inflow = 30 . 00 cf_a Peak Outflow = 14. 17 cf s Peak Elevation - 337 . 29 f t * ** Summary of Approximate Peak Storage * * * Initial Storage = 0 . 00 ac-ft Peak Storage From Storm = 0 . 89 ac-ft: --------------- Total Storage in Pond = 0 . 69 ac-ft Warning : Inflow hydrograph truncated on left side.. POND-2 Version: 5. 10 SIN: 1220510102 Page 1.9 EXECUTED: 02-22-1993 15 : 42 : 58 Return Freq: 100 years * * DART HILL. ESTATES # SOUTH W I NDS,0R, (",ONN . * DETENTION FOR PHASE IV * POST DEVELOPMENT ****************** SUMMARY OF ROUTING COMPUTATIONS ********#**** * ** Pond File: d : 96-864RA . PND Inflow Hydrograph: d : 96-864D5 . HYD Outflow Hydrograph: d:96-86A45 .HYD Starting Pond W . S . Elevation = 334 . 50 ft ***** Summary of Peak Outflow and Peak Elevation ***** Peak Inflow = 36 . 00 c.fs Peak Outflow = 17 . 57 cfs Peak Elevation = 337. 76 ft ***** Summary of Approximate Peak Storage *** * Initial Storage = 0. 00 ac-f.t. Peak Storage From Storm = 1 . 07 ac-ft --------------- Total Storage in Pond = 1 . 07 a.c-ft Warning: Inflow hydrograph truncated on left. side. APPENDIX A w N N Inlet Number 46 Time to Inlet o p o 0 Ln •_ '_ Q Q o N oo N N — �v w Q O C w Area in Acres . o v w w .9 w - Runoff Coefficient N _ _ AI W �- CO N o a% Sum of AT o� w 'Vi `o �O N S Total AI _ J o w �,,� cO Rainfall Intensity ul 00 p %0 Q to Inlet O o O © o o Grade of Gutter n Vi h H M ' o O o _ w © o O Q p Cross Slope of W W w Shoulder o o Tj ►-• Depth of Flow at Gutter -�*N (A N W width of Flow o O 0 Q Bypassing Inlet O o • %n J = W 1 AI Bypassing Inlet O a a O o a r AI.Entering Catch W N Jj W , ap � N N (7% Basin 0 'oN gea4S Aq PaaIsaa vnj vv6 viaco.ra NN03 4 AMONO1SV19 *]AV NO2 aill bZ L .30SSV V VddAAII '3 ONI3H ILI Inlet Number O O 0 Q W Vj to Time to Inlet in 6• w w ` W _ w W Area in Acres TwRunoff Coefficient to N o o - - - a w — ..�. o� p = „� AI o _ ^' w Sum of Al � o 0 Lq --3 Total AI J � ';j mil► �, l'`' :.{' Q, w -J p Rainfall Intensity O p © ` w � � I F % Q to Inlet p Grade of Gutter ti W W o W o 0 p Cross Slope of vJ tJv (N Shoulder bb. O LA N u, H Depth of Flow a (p .� at Gutter W © Oanow w width of Flow Q Bypassing Inlet O AI Bypassing Inlet N O �-• AI.Entering Catch J N N W o� Basin IA!F1 (A .a W on gaa4S Z q pa��ayO a no )l U,,oy s I^ Aq PeaIsaQ 'NN00 4ANAGNO1SVI9 '3Ad NO88314 VZl . OOSSV V tlddAA14 '3 ON I3H - Storm Sewer System Design o u J 4j O +, , C �, � /, 9 ems& S �� M �o ev O Q �' rl �l N O ? of b R O. 4+3 cps 4 U m w ac 1 2 3 4 5 6 7 8 9 10 11 12113 14 :�51 . s+G-Z 30`t l3 - I3 0.z(. 6.2(o 4.3 /• / /S Z� , o/ 3,5 (o 0-4 ors CS�, zt+30 Rfi s* L9r�1t 13 • 3 13.1 0.2.0 0. 4(, 4.3, Z, o /s .059 8 14 0. 8 C&Si& Rt 5*^ 31400 R{ 13 . Z 13.5 0,z z 0. (o8 4.Z Z. 9 IS ) I Z .031a 7.9 IZ 40 h . i c Cis s+c,?1�00 it Cs s-. 31#M at /0 - /0 0. 15 0. Is 4.71 0•7 /S Z 4 . 0/ cg stq 31400 W tv 43(I) m U3 s�• 32+40 R} /S .5 ►S, s 0. 11 A OZ 4-0 40 /-j5r �o 1.8[Q) ►.+. CS Sty, 3z+q0 4. p' M Cg Six 33•-40Rt- /8 .3 /$.3 O. 38 /40 3.7 S. Z (.� /oo . O/ 5.2 (o a(I ) a, cg s++.33� Ri /o - /D 0- 13 0. 13 4.7 /5 7-4 . O/ 3. ► ( 0.3 to 34+4oR /g .3 /8.(, 0, 37 /. 90 3.(.0 6. 8 /S /00 . 0/ 5.S 4ci) , a , 2. (o) RA M cR sue' ?s 0 �g -3 /8.9 0.3Z Z. Zz 3.5 8 /00CS s „s.40z I5 -3 /9 Z 0.33 Z. 55 3•S 9 •9 z.oct) g �y�����s� 8. /8 RS .O I /0 C , 3�+3 �t cg s- •ss t- /0 - /O 0. 1(o c9,l(o 4.7 0. 8 /-S Z 4 . D / 3.3 (o 0.4 ,p W w v j-J w� in 0 V1 N V N Line Segment no Time to Inlet w Time in Pipe ' •D o � Accumulated Time J J � I O W AI Entering Catch -IjBasin !0 0 Sum of AI in System AN I w p. o � W W Rainfall Intensity �+ 0 �. 0' Q in System W W � ti C -� -p oo (b Pipe Size ty m H o� At W o Length of Pipe o 0 o O O� ..� Slope' 6� N Average Velocity Full Capacity InN Headwater � U � Z �n' 'oN jaaUS q paX5ay3 1MVb `��1 i4no?I cos UAO r MEMORANDUM May 10, 1993, TO: Marcia A. Banach, Director of P anning FROM: Jerry C. Iazzetta, Town Enginee RE: Dart Hill Estates - Phase IV 93-09P We have reviewed the drawings dated 4-23-93 for the proposed Dart Hill Estates Phase IV Subdivision and have the following comments: Key Map 1 . Lawrence Road has been relocated. The new alignment should be shown. Sheet 4 & 5 1 . Plat Plan should read Plot Plan 2 . Legend indicating existing monuments, new monuments etc. should be shown. 3 . The Town will require an adequate access to the open space from Heatherwood. From an engineering standpoint a concrete sidewalk would be desirable for pedestrian traffic to open space. Sheet 6 1 . Legend required. 2 . Coordinates of new monuments is required. Sheet 7 1 . Foundation drains and roof leaders for lots 82, 83, 84 & 85 must be tied into storm drainage system. 2 . Test pits should be taken to determine location of ground water and ledge on Heatherwood Lane. Underdrains may be required depending upon results of test pits . 3 . Catch basin at 32+40+ should be moved northerly so that foundation drain from lot 100 stays in front of that lot. 4 . Catch basins at 33+40+ should be moved northerly so that foundation drain from lot 99 stays in front of that lot. 5 . Legenq should include existing iron pins and monuments . No sho indicat� hat*> hes§,T� rty, s is `8e C per e f o maps . Page 2. Dart Hill Estates-Phase IV �i Sheet 8 1 . Combination drain from lot 93 to Rimfield Drive scales 1951 . Drawing indicates 295' . 2. Catch basin at 34+40 should be moved northerly so that foundation drain from lot 98 stays in front of that lot. 3 . The detail of outlet structure is not to :Town Standards . Rack should have smooth, non corrosive metal utilized to prevent trash from clogging rack. Also front view shows four circles - only two pipes (openings) are shown on section. What are the other two circles? 4, Detention Basin a. Basin encroaches onto Town Open Space. We requested that this be entirely on private property. b. The proposed basin is only 60 feet from the rear wall of the house. This will result in future complaints from the owners of houses on lots 89 and 90 . C. A buffer should be placed between the houses on lots 89 & 90 and the detention basin. d. Basin bottom needs to have a slope from the inlet to the outlet to provide for positive drainage. e. Plan does not show invert of outlet structure. f . Emergency spillway should be over the berm at the outlet structure. g. Riprap filter berm will clog as designed. h. Access road required for access to the filter berm and outlet structure. i . Same comment as for Sheet 4 & 5 Comment #3 . j . Detail required for plunge pool. Sheet 15 shows "Riprap Outlet" detail, but the invert for the 18" pipe shown does not match that on the plan sheet. k. Detail of riprap spillway should include 6" of gravel and filter fabric under the riprap. 5 . Lots 93, ,94 & 95 apparently have concrete refuse piles which were to be cleaned up under Phase III . To date this has not been done. 6 . We have received a complaint from the owners of lots 10 & 11 concerning standing water in their rear yards . They indicate that the developer promised that this would be cleared up when Phase IV is built. The grading proposed for lots 91 & 92 will only make this problem worse. There is a low spot in the rear of these four lots (10, 11, 91 & 92) that will continue to retain water. The applicant must correct this situation and show the proposed solution on these plans . 7 . Access road is required over the 24" detention pond inlet pipe built to Town standards . Page .3. Dart Hill Estates-Phase IV ri Sheet 9 . 1 . Limits of construction at outlet pipe are not accurate. 2. Invert of outlet pipe should be indicated. Sheet 11 1 . Combination drain should be shown on profile. 2 . Lot 91, foundation drain should be shown on plan. 3 . Combination drain on plan, shows a connection to lot 94 . Plan sheet 8 shows lot 94 foundation drain connected to the catch basin at 37+60+. Which is correct? 4 . Profile shows a 10 , tangent at Rimfield Drive. Town Standard is for a 100 , min. tangent. Sheet 12 1 . Silt fence should be placed in rear of lot 84 during construction of the lots to prevent erosion and sedimentation from "swale" in rear of lots 81, 82, 83 etc. Sheet 14 1 . Outlet pipe structure and riprap and any erosion and sedimentation measures should be shown. Sheet 15 1 . Riprap outlet should have 6" gravel and filter fabric under riprap. 2 . Flow line f or 18" RCP does not ref lect same invert shown on plans . Sheet 17 1 . Sidewalk detail should indicate expansion joints at 15 , on center maximum. 2 . Handicap ramp detail required. 3 . Riprap ditch should show filter fabric under the gravel. Drainage Calculations 1 . Gutter Flow analysis shows the width of flow at CB Sta. 32+40 and CB Sta. 33+40 exceed the maximum permitted. Please revise design. 2 . System design - pipe from CB at 34+40 to CB at 35+40 shown as 18" . The capacity should be 10 CFS not 6 CFS as shown. 3 . System design - pipe from CB at 37+65 to CLCB shown as 24"the capacity should be 22 CFS not 10 CFS as shown. 4 . Water surface analysis should be provided on Town of South Windsor standard forms . JCl/jsv cc: John McCahill, Zoning/Wetlands Enforcement Officer MEMORANDUM May 11, 1993 REVISED TO: Marcia A. Banach, Director of Pla ning FROM: Jerry C. Iazzetta, Town Engineer RE: Dart Hill Estates - Phase IV 93-09P We have reviewed the drawings dated 4-23-93 for the proposed Dart Hill Estates Phase IV Subdivision and have the following comments : Key Map 1 . Lawrence Road has been relocated. The new alignment should be shown. Sheet 4 & 5 1 . Legend indicating existing monuments, new monuments etc. should be shown. 2 . The Town will require an adequate access to the open space from Heatherwood. From an engineering standpoint a concrete sidewalk would be desirable for pedestrian traffic to open space. Sheet 6 1 . Legend required. 2 . Coordinates of new monuments is required. Sheet 7 1 . Foundation drains and roof leaders' for lots 82, 83, 84 & 85 must be tied into storm drainage system. 2 . Test pits should be taken to determine location of ground water and ledge on Heatherwood Lane. Underdrains may be required depending upon results of test pits . 3 . Catch basin at 32+40+ should be moved northerly so that foundation drain from lot 100 stays in front of that lot. 4 . Catch basins at 33+40+ should be moved northerly so that foundation drain from lot 99 stays in front of that lot. 5 . Legend should include existing iron pins and monuments . Sheet 8 1 . Combination drain from lot 93 to Rimfield Drive scales 1951 . Drawing indicates 2951 . 2 . Catch basin at 34+40 should be moved northerly so that foundation drain from lot 98 stays in front of that lot. 3 . The detail of outlet structure is not to Town Standards . Rack should have smooth, non corrosive metal utilized to prevent trash from clogging rack. Also front view shows four circles - only two pipe§ (openings) are shown on section. What are the other two circles? 4 . Detention Basin a. Basin encroaches onto Town Open Space. We requested that this be entirely on private property. b. The proposed basin is only 60 feet from the rear wall of the house. This will result in future complaints from the owners of houses on lots 89 and 90 . C. A buffer should be placed between the houses on lots 89 & 90 and the detention basin. d. Basin bottom needs to have a slope from the inlet to the outlet to provide for positive drainage. e. Plan does not show invert of outlet structure. f . Emergency spillway should be over the berm at the outlet structure. g. Riprap filter berm will clog as designed. h. Access road required for access to the filter berm and outlet structure. i . Same comment as for Sheet 4 &. 5 Comment #3 . j . Detail required for plunge pool. Sheet 15 shows "Riprap Outlet" detail, but the invert for the 18" pipe shown does not match that on the plan sheet. k. Detail of riprap spillway should include 6" of gravel and filter fabric under the riprap. 5 . Lots 93, 94 & 95 apparently have concrete refuse piles which were to be cleaned up under Phase II . To date this has not been done. 6 . We have received a complaint from the owners of lots 10 & 11 concerning standing water in their rear yards . They indicate that the developer promised that this would be cleared up when Phase IV is built. The grading proposed for lots 91 & 92 will only make this problem worse. There is a low spot in the rear of these four lots (10, 11, 91 & 92 ) that will continue to retain water. The applicant must correct this situation and show the proposed solution on these plans . 7 . Access road is required over the 24" detention pond inlet pipe built to Town standards . r ri Y+ Sheet 9 1 . Limits of construction at outlet pipe are not accurate. 2. Invert of outlet pipe should be indicated. Sheet 11 1 . Combination drain should be shown on profile. 2 . Lot 91, foundation drain should be shown on plan. 3 . Combination drain on plan shows a connection to lot 94 . Plan sheet 8 shows lot 94 foundation drain connected to the catch basin at 37+60+. Which is correct? 4 . Profile shows a 10 ' tangent at 'Rimfield Drive. Town Standard is for a 100 ' min. tangent. Sheet 12 16 Silt fence should be placed in rear of lot 84 during construction of the lots to prevent erosion and sedimentation from "swale" in rear of lots 81, 82, 83 etc. Sheet 14 1 . Outlet pipe structure and riprap and any erosion and sedimentation measures should be shown. Sheet 15 1 . Riprap outlet should have 6" gravel and filter fabric under riprap. 2 . Flow line for 18" RCP does not reflect same invert shown on plans . Sheet 17 1 . Sidewalk detail should indicate expansion joints at 15, on center maximum. 2 . Handicap ramp detail required. 3 . Riprap ditch should show filter fabric under the gravel . Drainage Calculations 1 . Gutter Flow analysis shows the width of flow at CB Sta. 32+40 and CB Sta. 33+40 exceed the maximum permitted. Please revise design. 2 . System design - pipe from CB at 34+40 to CB at 35+40 shown as 18" . The capacity should be 10 CFS not 6 CFS as shown. 3 . System design - pipe from CB at 37+65 to CLCB shown as 24" - the capacity should be 22 CFS not 10 CFS as shown. 4 . Water surface analysis should be provided on Town of South Windsor standard forms . JCl/jsv cc: John McCahill, Zoning/Wetlands Enforcement Officer v� w c1 wW N Inlet Number w w g c V, W ro Time to Inlet Op. 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D/ 3.Z 0.3 .�, V I StA 3��0 !s 3 s d 19 / Oz 4.0 4 1 /5 178 .o/¢ .7 7 �.scQ� µo ; sue, sz+ooar 13 . I l $ 0.33 1.35 3.1 G.0 / 40 . p 1 0 7 A(Iw .r C&�3?':42Sct �� .3 /8,1 ©. /$ 4 53 3.7 S.7 /S 95 - 0/ S.2 (o z.a(d) , d sC Gg Sth 33VU LT p. 13 a. 13 4�7 O• (o lS Z4 . D/ . 1 0.3 ,. cz S+,.33r3S R �O s c CA � ,,3�33es R /S .3 �8.'�• d, 3 Z /.98 .3.(o 7. 1 �S /00 . 0/ 5.5 t//0 2.9 0) � s 3 4; i 3.5 7. 9 /8 /00 • ©/ ' 9.8 /0 %.o-) w c s'. 35• Lt /4 .3 /8.7 0.Z8 2,2 G Z, ct o Cz ° W c65-k st+3S S ,3 9.0 ,Z9 Z. 5S 3.5 S, q /g /06 •O 1 S.9 /O . C19 +� 36 �5� 'O VJ C s �3 t 0 cg fir O. 1(o TT, (p 4.7 0. 8 /S Z4 . a / 3.3 (0 D.g s-��c•3s / - /O �P, N w Line Segment VT I Q N ro Time to Inlet Time in Pipe -Q s- Accumulated Time o N IN AI Entering Catch `p W `n Basin 0 W W o M Sun of Al in System --b- lW -A 0 Rainfall Intensity o co Q in System ti . , ..gyp, 4 00 %o Pipe Size qo d m N Length of Pipe OD O O O Slope' o O c 6•. 6� N Average Velocity w Full Capacity O Q O 6 N * Headwater = o r �n� . *ON 4aa4S i q paAaa43 tM,a-��W a,4nog �os���('�1 "��`S U1401 M&8 .201 11,16o %ffW%PF91W :7-. UMq0jjY d €10"P IS PAI 9 SJ8GC'PrJ3 MIS SUVIC-10M V VC J1Vj1"3 G.41;?S STATION +00 OFFSET 13' P.T STATION 3 1+00 OFFSET i3'RT STRUCTURE TYPE G x 0 O m Z 34,,.75 TOP OF GRATE ELEV. 349-55 ao -� p .� �as•�S DESIGN W.S.ELEV. 3��'3 �- a cn O OUTLET STA. 3 ZtgO IZT C OUTLET T.W.EL.34_ OUTLET EL. Az. 40 a = 02 •�'O EL. 3J-2•°fo EL. ?`'� a� 02 z • 344.33 3�Q,�3 z LENGTH_ LENGTH— EL. 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O OUTLET T.W.EL. 340.r� = C OUTLET EL. 33$• a = 02 8' EL. 33°�.ZO J__�EL. 339.Z1� Q= 7. 9 LENGTH /00 LENGTH 120 EL. 3 0 0 EL.3�"' p SLOPE /•o' SLOPE /,o cn O INLET OUTLET CONTROL MW•M+ N• •LSe INLET OUTLET CONTROL 111M • N i be-LSe r M SI ZE CONTROL ; SIZE CONTROL ; TYPE n o HW Ks H do i TW ho LS HW = TYPE n _tlp.1� HW Ke H do t TW ho LS HW 0 _ ' P .0I /• S w 2;a /.O Z.6 2.lo % .01C �Z / 0.S 4 0 �•� ?.!v �— 2. I D. /.Z I.�. '.(p c� S /,c 34I.a 2.� /0 2.(, r � a y ic w STATION '13t3 S OFFSET /3 �� STATION 3Z+40 OFFSET 13 it r C STRUCTURE TYPE C8 34 5.4o TOP OFGRATE ELEV. 34�.3s O m ?��. � = rn 1*1 Y 35 DESIGN W.S. ELEV. 3�5.35 nl N x i ^I nl Z EL. 1142.40InEL.342.4o <0= 7. 1 EL. 341.45 EL.34�.45 Q- 5.7 'C ca LENGTH /00 LENGTHS SLOPE �• D�� SLOPE • 0 INLET OUTLET CONTROL MIN• M+ he-L3e O INLET OUTLET CONTROL Mw • M+ he-Lse C y O SIZE CONTROL ►4-3 SI Z.E CONTROL 0 ; = y • TYPE n Mw HW K H d a *o TW ho LS HW = = TYPE n MMr HW K H d 40.0 TW h LS HW 0 = f" o e c 2 o e c o nr Rc� .015 /. 5 2. I S (0 /.l /,? 341.6 Z.3 /.D 2.9 Z.9 ,dlg' /.3 /.(0 0.S Z o /.0 /. l -2'4.' Z.° .°5 W � N W STATION 3 T(.5 OFFSET )SO' LT STATION 37+(.5 OFFSET /3 LT � H STRUCTURE TYPE g 'rr�-C•�iP� o m IS Z 331•0 TOPOFGRATE ELEV. 3��' !0 m -L p 24" ,E'E �. 33�'9 DESIGN W.S.ELEV. 33S• Q (� OUTLET STA. - C OUTLET T.W.EL. 33�•.3 U _ OUTLET EL. 33 .S I- Q o p: �/•�O EL. 335.0 t__�EL. 33S.0 Ox .(, =33(,v-/(fEL.34 pe _ LENGTH 38. LENGTH /44' EL. N SLOPE / �• SLOPE 0• INLET INLET O SIZE CONTROL OUTLET CONTROL MWI •M+ A• -L$o SIZE CONTROL OUTLET CONTROL. MWI • M ho_L!• C 3 %01 TYPE n 0 HW K! 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(- /S Z4 . 0/ . 1 (0 0.3 S � cB SA,.34.35 R .3 �O. 01 3 Z /.98 3.(0 /00 • 0/ C sue, ♦� + l9� .3 /8. 0.Z 3.5 7. 9 / /0 b •o/. ' ? c s s• �i 7 8 2.Z G8 5.8 /0 i�erc� +� w - x � as-k 3S� 5;� 1 s •� /9.0 O•Z9 Z. SS 3.5 8. q /g /OD .O 1 .9 /O Z.0U- ° IN r• W g A-3s k /0 - /0- 0. 1(4,7 0.1(o 14.7 O. 8 /S Z-4 , D / 3.3 Co 0.4 LETTER OF TRANSMITTAL TEL. 633.5218 REINO E. HYYPPA& ASSOCIATES Civil Engineers& Land Surveyors 124 Hebron Avenue Glastonbury, Connecticut 06033 Regarding Dart Hi11 4 Date 6/10/93 To J. Iazzetta Job # 96-86-1L own of S. Windsor Att. of: WE ARE SENDING YOU: Oat your request O Under separate cover O for approval herewith O for your files The following: O (1 ) orig. letter responding to your design comments dtd 5/11/93 1 set revised drainage computations including water surface analysis 1 set prints showing Ellington Road drainage revisions 1 copy drainage comps for Ellington Rd, drainage revisions 1 copy letter dtd 6/8/93 to Ms . M. Banach REMARKS N-x VA '"11Windsor 3 Eul ng�neeC�n Dept. cc: Mr. J . M. Jacques, JMJ Const, Co. 1� rn � If enclosures are not as listed, kindly notify at once. REINO E. HYYPPA A ASSSOCIAM by REINO E. HYYPPA&ASSOCIATES Civil Engineers&Land Surveyors 124 Hebron Avenue Glastonbury,Connecticut 06033 Kenneth B.Smith,P.E. Telephone(203)633-5218 William F. Klock,L.S. Fax(203)633-3742 June 8, 1993 Jerry Iazzetta, Town Engineer Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Dart Hill Phase IV Review Comments dated 5/11/93 Dear Mr. Iazzetta: We have reviewed your design comments dated 5/11/93 and we offer the following responses to your like-numbered comments: Key Map - 1. Road is shown. Will modify labeling to more clearly define. Sheets 4 & 5 1 . Will comply. (Show on Sheet 4 only) . 2. Concerned with access from Heatherbrook. May encourage people to trespass over Lots 10, 9 and 8; however, if P&Z so wishes, will provide. Would request that the accessway not be concrete. Sheet 6 1 & 2. Will comply. (Legend on Sheet 4 only) . Sheet 7 1. Footing drains are not connected to storm drains due to grade problem. Will have to construct additional drains within the Town Right-of Way. (Lots 84 and 85 cannot be connected at all . All roof leaders will be connected) . 2. Our records indicate that test pits were done at the following locations in Phase IV: An Equal Opportunity Employer S.B.E.Certified Jerry Iazzetta, Town Engineer -2- June 8, 1993 Sta. 21+80 - 14' No ledge Sta. 23+25 - 16' No ledge Sta. 25+10 - 17' No ledge Sta. 27+80 - 17 No ledge Sta. 30+20 - 17' No ledge Sta. 36+0 - 11' Ledge 3 & 4. Will comply, reluctantly. 5. Will comply. Sheet 8 1. Should read 200' . 2. Will comply, reluctantly. 3. Will revise. The circles are the other outlets. Will label to clarify. 4a. Revised lot lines to encompass detention basin. 4b. Detention basin will be there when they buy the lots. Prices of lots will be adjusted accordingly. 4c. Will comply. 4d. Prefer to have flat bottom for two reasons: 1 ) Hydraulics - The flatter you can keep the bottom of the basin, the smaller you can make it. 2) Environmental - The fiat bottom means slower flow which helps the silt to drop out. Also assists in letting the basin evolve into a wetland by helping to keep the bottom wet. 4e & f. Will comply. 4g. Disagree, but will eliminate 3/8" stone. 4h. Will provide. 4i. See response to like-noted comment. 4j. Will revise. 4k. Will revise. 5. Will be crushed and used on-site. 6. Refer to letter to Ms. Banach dated 6-8-93, copy attached. F J 7. Will provide access road. Jerry Iazzetta, Town Engineer -3- June 8, 1993 Sheet 9 1 & 2. This was shown on this sheet for reference purpose only. Will clarify so that there is no confusion. Sheet It 1 & 2. Will comply 3. Sheet 8 is correct. Will revise. 4. Revised to eliminate tangent. Sheet 12 1. Will comply. Sheet 14 1. Will show. Sheet 15 1 & 2. Will revise. Sheet 17 19 2 & 3. Will comply; however, there are no handicap ramps in this phase. Drainage Calculations 19 2 & 3. Will revise. 4. Will provide. Very truly yours, REINO E. HYYPPA & ASSOCIATES K ne h B. Smith KBS/cb att. LETTER OF TRANSMITTAL .-C�'� PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 a DATE ( 203) 644-2511 � 73 TO: WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Copies A 1. No. Pro ect , THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: co Copy JUN W From: n°f S°°tb Windsor E � eeriv �0 2 Dept. MEMORANDUM June 18, 1993 TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Dart Hill Estates Phase IV - 93- 9 We have reviewed the revised drawings dated 4-23-93 received on June 11, 1993 and have the following comments: General Comment 1 . Drawings should show latest revision,date. 2 . The Town will require an adequate access to the open space from Heatherwood with a traversable pathway provided. Sheet 5 1 . Coordinates of new monuments should be shown Sheet 7 1 . Note #16 should indicate that the roof leaders for lots 82, 83 & 84 are to be tied into storm drainage via the pipe from the footing drain. 2 . Size of the "combination" footing drain pipes and detail of connection with roof leaders should be shown. 3 . Test pit information concerning ground water elevation on Heatherwood Lane should be provided. Sheet 8 1 . The riprap spillway should be located closer to outlet pipe and the gravel driveway extended. 2 . A detail should be shown for gravel access drive and 4" topsoil, and seed shown over gravel. 3 . Level spreader detail should show riprap pad from outlet pipe. 4 . Riprap pad from detention basin outlet pipe should be dimensioned and detail shown. Sheet 15 1 . Riprap outlet should be labeled "Riprap Plunge Pool" to be consistent with plan sheets . JCl/jsv L / y / 1 �-�' ' �l d-� fir//c.t�..e�- ' c�, ,►�' v,�-.�f f1 - �j�c.f� .1 o`� S a 1 V�-u j t d-4 it — r�c e.J� -��� It 0 DART HILL ESTATES PHASE IV 1 . Application for the fourth and final phase of the Dart Hill Estates open space subdivision consisting of 21 lots, located on the northerly side of Dart Hill Road, easterly side of Lawrence Road, westerly side of Neiderwerfer Road, and southerly side of Ellington Road, RR open space zone. Previously approvals in phase I, II and IIJhave resulted in 80 lots . There are a total of 101 lots proposed when all four phases are completed; under our open space formula, 101 lots are allowed. 2 . Minimum lot size allowed is 20,000 square feet. Lot sizes range from 22,500 square feet to 46,000 square feet. All lots appear to conform to our zoning regulations . 3 . WPCA approval has been obtained for all phases of this project. 4 . There are regulated wetlands on the site, however not on the proposed lots. The IWA/CC heard this application on 5/10/93 and it is pending for IWA/CC approval. 5 . All of the lots will have driveways off of Heatherwood Drive. Sidewalks are shown on both sides of the road. 6 . The amount of open space required with this subdivision equals 29 acres . The total amount of open space donated after Phase III equals 24 .5 acres . There are 6 . 22 acres of open space proposed in Phase IV, which would bring the cumulative open space to 30 .7 acres . The open space in Phase IV contains a pond that the staff recommends be used as a public fishing pond. We request that the applicant upgrade the existing drive from Lawrence Road to meet Town specifications for a gravel drive, and build a small gravel parking area to accommodate 8-10 cars . Also, there is no access into the open space area from Heatherwood Drive. We would like to see access in the vicinity of lot 88 or 89, a(lv� -!fie p�bl�G fGi4. 0 4& -�LL)L� r&4- 7� The detention pond as designed is highly undesirable because of its configuration and close proximity to houses in the area. The plan before you shows the second location for the detention basin;, the first design contained the basin as an extension of the pond, in the area which is our primary access to the pond. The first location would have, made it extremely difficult to use the pond for a public fishing area. Town staff suggested that the detention pond be designed to be privately owned along the rear of some of the lots . However, it seems that due to both the size of the basin and the size of the lots, the basin as currently designed is not very practical . �-100 t AowN Brq U s 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 0607 c v AREA CODE 203/644-2511 SOR•CO�� June 25, 1993 CERTIFIED MAIL Jean Marc Jacques, President JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques : Re: Appl . #93-09P, Dart Hill Estates, Phase IV We are pleased to advise you that the Planning & ZoningCabovesion voted on June 22, 1993 to approve with modifications the referenced application for Resubdivision to create 21lots Don Hill property located easterly of Ellington Road, northerly lrt Road, and westerly of Lawrence, RR open space a96s86�"'�R�nd plans August prepared by Reino Hyyppa & Associates, Map royal is 25, 1992 and revised through April 23, •1993 . This approval subject to the following modifications. 1 . This approval is for 21 lots, numbered 81-101. 2 . Concrete sidewalks, built to Town specifications, shall be installed on both sides of new streets . 3 . Drainage a for this subdivision is subject to the approval of the Town Engineer. 4 . All lots shall be serviced by the Town of South Windsor the sanitary sewer system and are subject to the pp roval Water Pollution Control Authority. 5 . Water shall be supplied to this subdivision by the Connecticut Water Company. 6 . Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance lit he is policy established by the Town Manager. Streetlighting to be coordinated with the Chief of Police. 7 . Street names and locations of fire hydrants are t Souhct to the approval of the Fire Marshal r�in the Town shall be Windsor. Street names and supporting Po I Jean Marc Jaclaues Pacte Two June 25L 1993 Application #93-09P installed by the developer in conformance with the standards of the Town of South Windsor, at no expense to the 8 . A liabilityinsurance policy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of $1,000,000 . This application is subject to the conditions of approval of 9 , pp including the Inland Wetlands Agency/Conservation Commission, g a bond in the amount of $10,000 . 00 . 10 . Prior to commencement of any site work, a meeting must be held with Town Staff . 11 . All plans used in the field by the developer mustbear the or. stamp and authorized signature of the Town of South 12 . All easements for conservation purposes, drainage or utilities, that may be required in connection wi on standard approval of this subdivision, must be submitted Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits . p public improvements All deeds for open space, p and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for acceptingpartmentand deeds and must be approved by the Engineering Town Attorney. 13 . Footing drains are required for each house. Pricrmtothe building of any structure on a lot, graphfor each l,ap ot in drawn to a scale of 1" = 40" , shall be submitted the subdivision, showing proposed contours, elevations and permits will the location of the footing drains . sNofboord elevations and be issued until the proposed contour , location of footing drains have been approved by the Town Engineer. 1 ,4 . If for any reason, finished grading and other individual lot site work is not completed, the ai Engineer grading and site ine the amount of a cash bond to ensure fin work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. 15 . Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision Jean Marc Jacques Page -Three June 25 1993 Application #93-09P bonding, and all bonds shall be posted prior to filing the plans . If the developer chooses to submit a Letter of Credit for a one year term, in lieu of a surety bond, said Letter of Credit must be renewed on a yearly basis until completion of the development. If a new Letter of Credit has no t been received within 30 days before the expiration date, the Commission may, at its option, call the Letter of Credit it is holding. 16 . A drainage assessment fee in the amount of $1050 . 00 shall be submitted to this Commission. 17 . 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. 18 . Subject to satisfying engineering concerns in letter dated June 18, 1993 . 19 . The existing drive off of Lawrence Road must be upgraded to meet Town Specification for a gre8 drioecars and must small be built. gravel parking area to accommodate 20 . A pedestrian R.O.W. must be established to the proposed town open space (coincident with the drainage easement between lots 90 and 91 ) and must be increased by 10 feet to provide This greater separation between the two houses . y must be delineated by monuments at the roadway and the rear of the property. Black and white transparent mylars of Sheets #4 , 5, and 6 with the above modifications, together with three blueprint copies of the entire set of plans, must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, 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 within 90 days of the date of approval. After filing these plans, a copy of the receipt must be submitted to the Planning Department. i Jean Marc Jac ues Page Four June 25 1993 Application #93-09P Very truly yours, PLANNING & ZONING COMMISSION Loui a C. Evans, Chairman LCE/pmm cc: Town Engineer Chief Building Official Inland Wetlands Agency/Conservation Commission Supt. of Pollution Control Assessor Fire Marshal Registrar of Voters STATE OF CONNECTICUT- MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Department of Transportation Commissioner of Public Safety Commissioner of Motor Vehicles 24 Wolcott Hill Road P. O. Box A !� Wethersfield, Connecticut 06129-0801 Phone: (203)566-5228 June 30, 1993 Val +�►a 7 t993 Mr. Jean Marc Jacques Dart Hill Realty South windw 658 Ellington Road Planning do ZNMA (;6 ` South 'Windsor, CT 06074 Dear Mr. Jacque Sub t: Dart Hill Estates Route 74 South Windsor, CT 06074 icate No. 1184 and Traffic Investigation Report No. 132-9305-01 detailing conditions of the Certificate are enclosed. This Certificate is subject to the developer obtaining approval of the development by the Town of South Windsor Planning and Zoning Commission or other responsible municipal agency. An encroachment permit must be obtained from the Department of Transportation, District No. I office at 1107 Cromwell Avenue in the Town of Rocky Hill (203-566-4808) prior to performing any work within the state highway right-of-way. Very truly yours, Ar z Richard J. Howard, P.E. Executive Director cc: Chief Gary K. Tyler Mr. John Collin Planning & Zoning Commission Mr. David L. Spear Mr. Dana S. Hanson An Equal Opportunity Employer primed ops recycled or recovered paper STATE OF CONNECTICUT. MEMBERS TRAFFIC COMMISSION Commissioner of Transportation Department of Transportation Commissioner of Public safety 24 Wolcott Hill Road P. 0. BOX A Commissioner of Motor Vehicles Wethersfield, Connecticut 06129-0801 Phone: 566-5228 ISSUED June 151 1993 CERTIFICATE NO. 1184 ISSUED TO: Jean Marc Jacques Dart Hill Realty 658 Ellington Road South Windsor, CT 06074 FOR: Dart Hill Estates Route 74 and Dart Hill Road South Windsor, CT 06074 pursuant to Section 14-311 of the General Statute$ of Connecticut, as revised, and the Regulations of the State Traffic Commission. The applicant is hereby ordered to comply with the conditions and requirements as set forth in the attached report and plans. Failure to comply with all conditions and requirements will constitute sufficient basis for revocation of the Certificate. NO PERSON SHALL OPERATE THE DEVELOPMENT OR ANY PORTION THEREOF UNTIL SUCH TIME AS THE APPLICANT HAS COMPLIED WITH THE ABOVE UNLESS PERMISSION HAS BEEN REQUESTED AND RECEIVED FROM THE STATE TRAFFIC COMMISSION TO OPERATE PRIOR TO COMPLETION OF THE CONDITIONS AND REQUIREMENTS. - THIS CERTIFICATE WILL EXPIRE ONE ( 1) YEAR FROM THE DATE ISSUED UNLESS ALL CONDITIONS AND REQUIREMENTS ARE COMPLIED WITH WITHIN THAT PERIOD OR PERMISSION IS REQUESTED AND OBTAINED 'FORM THE STATE TRAFFIC COMMISSION TO EXTEND THE EXPIRATION DATE. Upon due notice from this Commission, this Certificate may be reviewed and modified or revoked in the interest of public safety. Richard J. H ard, P.E. Executive Director An Equal Opportunity Employer Printed on recycled or recovered paper Patrick J. State of Connecticut STC No. 132-9305-01 Report By: Bush Department 6f Transportation _ Loc. No. 6/93 TRAFFIC INVESTIGATION Date: Barbara B. REPORT TO THE Date to STC JUN 1 i 1993 Checked by: Ricozzi STATE TRAFFIC COMMISSION Date: 6 93 TOWN South Windsor Received By S.T.C. LOCATION - Dart Hill Estates Date AN 1 1. 1993 Route 74 Approved By S.T.C. JUN 1 S i993 REQUESTED BY Date Jean Marc Jacques •a S.M. No. Dart Hill Realty xecu efr�ctd'r See Previous STC Report Application No. HOW REQUESTED Certificate DATE 4/26/93 RECOMMENDATIONS: In accordance with Section 14-311 of the Connecticut General Statutes, as revised, it is recommended that a certificate be issued to Mr. Jean Marc Jacques, Dart Hill Realty, for the Dart Hill Estates development stating that the operation, thereof, will not imperil the safety of the public. This recommendation is referenced to the developer's plan entitled "Dart Hill Estates, Roadway Plan, Route 74 (Ellington Road), South Windsor, CT." dated May 30, 1993 by DLS Consulting. This recommendation is based upon the following conditions: 1. That the site access drive be constructed, as shown on the above-referenced plan. 2. That the developer install and maintain a "Stop" sign, stop bar and double yellow center line on the site access drive, as shown on the above-referenced plan. 3. That the developer provide and maintain a clear sight line of 630' in each direction, from the site access drive onto Route 74. The sight line is to be measured from a point 20' back from the projected edge of Route 74. DIVISION OF TRAFFIC ENGINEERING BUREAU OF ENGINEERING AND HIGHWAY OPERATIONS l STC No. 132-9305-01 -2- South Windsor Dart Hill Estates Route 74 4. That the developer install a luminaire at the Route 74 site access drive intersection. 5. Where utilities are to be relocated, the utilities shall be moved in compliance with current Department of Transportation practice and at no cost to the State. 6. That all signs and pavement markings conform to the standards contained in the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways." 7. That the State Traffic Commission reserves the right to require additional improvements or changes, as deemed necessary, due to -the development's traffic in the future. The cost of any additional improvements or changes shall be borne by the owner of the development. The above conditions were reviewed with Sgt. Gerald S. Lewis on June 9, 1993 and speaking on behalf of Chief Gary K. Tyler, Legal Traffic Authority for the Town of South Windsor, he concurred. The above conditions were reviewed with Mr. David Spear, the developer's authorized representative, on June 10, 1993 and he concurred. Report .of Findings Dart Hill Estates Route 74 Town of South Windsor Site Description: Dart Hill Estates is a 109 acre site which will have 101 single family homes upon completion. The site is located in the north/east quadrant of the Route 74 - Niederwerfer Road - Dart Hill Road intersection (see attached site location map). The development is being constructed in four phases. Phases 1 and 2 are complete and Phase 3 is now under construction. The development is serviced by two access drives; Perrin Lane, which has been accepted by the Town of South Windsor as a town-owned roadway, and Rimfield Drive, which will be constructed under the current phase of development. Rimfield Drive will intersect Route 74 approximately 500' north of .Niederwerfer Road. Site Traffic: The development is expected to generated 75 vehicles (19 enter, 56 exit) during the a.m. peak hour and 102 vehicles (66 enter, 36 exit) during the p.m. peak hour. The site traffic is expected to be evenly split between the two site access drives. The generated traffic volumes and expected distributions have been reviewed and approved by the Bureau of Policy and Planning. Site Environs and Impact Analysis: Route 74 in the vicinity of the development is a 26-28 foot-wide, two lane bidirectional roadway. The posted speed limit in this area is 35 mph and the 85th percentile speeds were found to be 45.6 mph northbound and 46.3 mph southbound. The 1991 ADT on this section of Route 74 is 5200 vehicles per day. The addition of the site access drive and site generated traffic is not expected to significantly impact traffic operations on Route 74. Accident Experience: A review of the latest available three-year -accident experience for Route 74 in the vicinity of the development revealed no accident pattern or trend. Proposed Projects by the Department of Transportation: None at this time. Developer's Recommended Improvements: The developer has recommended the improvements outlined in Items No. . 1-3 of State Traffic Commission Report No. 132-9305-01. -2- Division of Traffic Engineering Recommended Improvements: The Division of Traffic Engineering agrees with the developer's recommended improvements and also recommends Items No. 4-7 of State Traffic Commission Report No. 132-9305-01. The Division of Traffic Engineering, the Legal Traffic Authority and the developer's authorized representative are all in agreement with the above. r E LLIN G T ON 0 0 SITE . o (x tits jus J 14000Ma = CIR CIR n a AT KY a LISA F � R0. - W 1` ISA OR w 3 cc Ix W Ci O C) � W Y Q W Z X U Or P�P Nn o. m SSE gyp. n W KAREN WAY CLIF F W000 ¢ BLUEBERRY / DR. 2� CIR. ^P P 3 e • � W M� N � PAPER C R v� E CHATHAM SNARE L 1 G,rF. OR H 7<fl ti o$ cc 3 O 9i cr R. 0 ✓N A � Q P141L LIP R SCHOOL y 0 SHIR Q = KENT OR ; �o �OREMouSc 2 4. Cc ER 6 F OODR cx �NG R � eye o DART HILL ESTATES South Windsor, Connecticut c t'y Scale: NTS Av, ' Area Location Plan ING / Drawn by. DLS DLS Consulting Chkd by.EAS W d Traffic Engineering Services Date: 4127193 Windsor,CT 06095 Q .o (203)298-9316 Fig.No. 1 r Z, LETTER OF TRANSMITTAL 4�hOSOR•Co�� PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 ( 203) 644-2511 DATE 9 TO: jq WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Copies Appl. No. Project THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use 'Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: � COMMENTS: K � tuo -C re-S i.-elf(LAJJ 1 Copy to: From: �r r ;0% � RE AI NO HYYPPA & ASSOC. 0.13. ..6.3.3 3742 P. 03 r J r� f 1' •�, 1 r i l A '� a ,1 V. ! ` 1 i f ' \ ` Oil l t REINO HYYPPA & ASSOC. 203 633 3742 P. @2 i /3s, f � - _.. � _. •• '-" Syr t ' f�/�'1 •�-.ram-ram'_ "/' • �....,�'=f -�" r� -_- 1 Q� 01 tcr- le � /.•• � �r Sri /''�, ' - �"� tr Or � Wa ! ! 1 ! 1c if M p 11 SPINNERS RUN K�c� 7 f r• Ito LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WIN DATE , - (203) 644-2511 TO: WE ARE SENDING YOU: • P & Z initial plans Drainage comps Bond estimate requests — P & Z final plans —Wetlands plans Bond reduction requests � Inland Final plans for filing Change order form Other Correspondence Pro ect Copies A 1. No. d✓� �,' r- J , THESE ARE TRANSMITTED as checked below: For review and comment For your fileReturned with revisions For your use -�- As requested - Other PLEASE RETURN/COMMENT-BY: S COMMENTS: / From: Copy to: Iva � 9 ` 4000 O � LETTER OF TRANSMITTAL 4�hOSOR.CO�ta PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE , ( 203) 644-2511 f A TO: WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence copies Ap 1. No. Pro ect THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT-BY: b222 COMMENTS: CA-)r1ji "\RAY . t3 i� 4 � 4 Copy to: From. d � j ervn of Sout _' ' J' i�0A M b.�/p AlOT � rnnineering -Z J 9 �towN Be �- Ole s �- C � . S � 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 SOR•CO August 24, 1993 Jean Marc Jacques JMJ Construction Company 648 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: -Preconstruction Meeting - Appl. #93-09P Dart Hill Estates, Phase IV IN ATTENDANCE NAME COMPANY/ADDRESS TELEPHONE A. B. Davies Town of South Windsor 644-2511 ext. 240 Doug Faraday Yankee Gas Company 292-2245 1654 King St. , Enfield Hal Clisby CL&P 627-1334 P 0 Box 1232, Enfield Dale Adkins Snet 725-4514 Box 102, 40 Brainard Rd Hartford Kenneth Smith Reino Hyyppa & Assoc 633-5218 124 Hebron Ave Glastonbury Michele Lipe Town of South Windsor 644-2511 ext. 252 John�McOahil�_ Town of South Windsor 644-2511 -- —� ext. 229 Jerry C. Iazzett Town of South Windsor 644-2511 ext. 245 Lester Braddock Town of South Windsor 644-2511 ext. 257 Sgt. Jerry Lewis South Windsor Police Services 644-2551 Jeanne Huppe Dart Hill Realty 644-8137 Mel Stead Town of South Windsor 644-2511 ext. 218 The following is a brief summary of points discussed during the meeting. Jean Marc Jacques - 3 August 24, 1993 Application #93-09P 6 . All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 7 . Any problems and/or questions regarding construction of this project will be directed to Jeanne Huppe in the field. 8 . All filling to be done in accordance with Department of Transportation specifications . To be compacted in maximum lifts and tested as necessary. 9 . Job meetings will be held as needed, and can be called by the developer or Town. 10 . Forty-eight (48) hours notice needed for certificate of occupancy inspection. Two week review period ( 10 working days) needed for all individual site (lot) plans prior to issuance of building permit (may be longer if application is incomplete) . See general .guidelines for certificate of occupancy and building permit procedures . 11 . Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in triplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours . 12 . DOT Permit needed for all work within state road. Copy to the Planning Department. 13 . No paving after October 15 or before April 15 without written , approval from Director of Public Works . 14 . Normal hours of operation 7 :00 A.M. - 5:00 P.M. , no work on Sunday. 15 . Quantity estimates to be submitted to establish subdivision bond. 16 . Liability policy. 17 . Approval conditions from Phase III approval #21, 22 must be addressed. 18 . Remaining concrete structures are to be removed from lots 49-52. Concrete is to be crushed or disposed off site. Jean Marc Jacques - 4 - August 24, 1993 Application #93-09P 19 . Paving of binder course shall include skimming of the structures . IWA/CC 1 . $10, 000 E & S bond is required prior to any worked on the site. 2 . Sheet 18A of 18, representing the improvements to the "existing wheel tracks" will need approval by the IWA/CC. A letter should be submitted to the Commission requesting that it be placed on the agenda for consideration. 3 . The plot plans and deeds for lots #87, 88, and 89 shall indicate that there are regulated wetlands located in the rear of the lots . Fire Marshall 1 . Blasting (if required) to be coordinated with the Fire Marshal . Police Department 1 . Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letterhead. If the developer occupies or owns the building(s ) after construction emergency numbers must be provided to the Police Department. 2 . Stop signs to be installed at Heatherwood/Rimfield and Heatherwood/Carson Way. Building Department 1 . Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building official . Very truly yours, Michele R. Lipe Assistant Planner/Analyst MRL/pmm cc: Public Works Hal Clisby, CL&P Chief Building Official Superintendent of Pollution Control "1 UWN OF SOUTI l WINDSOR BOND ESTIMATE FORM PROJECT= part Hill-_Estates. Section 4 \-) STREET:;Heatherwood Hyyppa Prod , #96-86 .--� P&Z' I.Da _ • ENGINEERs_. R`xvnoa & Atcoc. �,o 993 CALENDAR YEAR DATES Unit Item Descri tion Unit QuantijX Price Cost 1. Clearing & Grubbing LS 2 . Strip & Stockpile Topsoil Cy I Ann 2.00 20800 3, Earth Excavation ; (Excluding Roadway & Trench Cy 10.00 4. Roadway Excavation Cy 6,740 12.00 80,880 • 5. Earth Trench Excavation 0-4 Cy 275 10.00 2,750 6. Earth Trench Excavation 0-10 Cy 1 ,190 12.00 14,280 7. •Earth Trench Excavation 0-15 Cy 15.00 8. Earth Trench Excavation 0-20 Cy 18.00 9.. Roadway Excavation Rock Cy 50.00 . t 10. Rock Trench Excavation 0-4 Cy 50.00 11. Rock Trench Excavation 0-10 Cy 75.00 12. Rock Trench Excavation 0-15 Cy 100.00 \ 13. Rock Trench Excavation 0-20 Cy 150.00 140 Formation of Sub rade Sy 49820 1 .50 79230 15. Subbase Gravel Cy 800 15.00 129000 16•: Processed Ngregate TONS 1 ,735 .16 .00 27 760 17. Common Borrow CY 10.00 18. Gravel Borrow Cy 15.00 19. J_JZq Bituminous Concrete ; lass I TONS 415 45.00 189675 20, 1-112 Bituminous Concrete Class II TONS 415 50.00 20,750 21. Six inch Asphalt Lip Curbing LF 39040 3.00 99120 22. Road Widening Complete BY 20.00 * Varies 1 �.�'� Sub-Total $198 9745 BOND ESTIMATE FORM c Unit Item Description Unit Quantity Price Cost 23. Concrete Sidewalk 4 ' Wide LF 3 v040 25 . 00 769000 STORM DRAINAGE SYSTEM COMPONENTS 24 . 60" RCP Class In Place LF 130.00 25. 54" RCP Class In Place LF 100.00 26. 48" RCP Class In Place LF 75.00 _ 27 . 42" RCP Class In Place LF 65.00 2A . 36" RCP Class In Place LF 60 .00 29. 30" RCP Class In Place LF 50 . 00 30. 24" RCP Class In Place LF 206 42 .00 89652 31. 21" RCP Class In Place LF 40.00 32. 18" RCP Class In Place LF 356 35 .00 12,460 33. 15" . RCP Class In Place LF 687 30.00 209610 POLYETHENE PIPE •34 . 8" ADS-N-12 or Equal 21 .00 35. 10" ADS-N-12 or Equal 22.50 36 . 1211 ADS-N-12 or Equal 24 .00 37 . 15" ADS-N-12 or Equal- 25.50 38. 18" ADS-N-12 or Equal 28.00 UNDERDRAINS 39 . 6" PVC SDR 35 In Place LF 15.00 40. 8" PVC SDR 35 In Place LF 20 . 00 RIPRAP 41. Modified Riprap CY 47 4 5.0 0 29115 42. Intermediate Riprap CY 45.00 43. Standard Riprap CY 45.00 Page 2. ^, Sub-Total $119 9837 i BOND EST.IMNrE FORM . Unit Item Description Unit Quantity Price Cost DRAINAGE STRUCTURES 44 . Ty a "C" Catch Basin EA 15 1500 .00 229500 45. Type "C" Double. Grate EA 2000.00 46. Type "C-L" Catch Basin. EA 1500,00 47 . Manhole EA 1 1500.00 1 ,500 48. Manhole With Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50, Headwall EA 51. Endwall EA 32. X Box Culvert LF ," 53. 15" Flared End EA 350.00 54. 18" Flared End EA 1 400.00 400 55. 24" Flared End EA 1 500.00 500 56. 36" Flared End EA 850.00 57 . 6" PVC Footing Drain LF 600 9,000 58. 59. SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40.00 61, 10" PVC In Place SDR 35 LF 37 .00 62. 8" PVC In Place SDR 35 LF 19130 35 . 00 399550 63. 6" PVC In Place SDR 35(laterals) LF 543 30 . 00 16,290 f. * Varies t •Page+ 3 Sub-Total $ 899740 BOND ESTIMATE Unit Item Description Unit Quantity Price Cost ` SANITARY SEWER STRUCTURES 64 . Sanitary Manhole EA 5 1500.00 7 65. Sanitary Manhole w/Drov Inlet EA 2500 ,00' 66 . Sanitary Manhole over 10 FT. EA 2000.00 67. 68. 69 . 70. STRUCTURES & MISC. ITEMS 71. Retaininq Wall EA 72. Fence T e: EA 73. Guide Rail T e: EA 74. End Anchorage (Type: - EA 75. Guide Post EA 100.00 76 . Pavement Marking LF 19,520 1 .50 2,280 77 . Street Signs EA 1 75 .00 75 78. Traffic Sicins EA 2 75.00 150 79. Street Li hta EA 4 1000.00 4-000 ~ ^80. Furnishin /Placin To soil SY 5 700 2.50 14250 81. Fertilizing, Seeding and 5,700 14 250 Mulching_ SY 2 .50 82. Trees EA 42 150 .00 69300 83. Maintenance/Protection of Traffic LS * Varies , • F Page 4. Sub-Total $48 ,805 v BOND, ESTIMATE FORM Unit Item Description Unit Quantity Price Cost 84. Construction Stakinq LS NEC * 10,000 85. As-Builts LS NEC 86 . Iron Pins EA 26 100 .00 29600 87. Concrete Monuments EA 16 250.00 .88. Landscaping LS 8 9. 1_ar 8a- 90. 91. Outlet'Structure 1 6500 92. Filter Fabric SF 7 000 1 .50 109500 93. Sub-Total Page 1 $ 198,745 Sub-Total Page 2 $ 11 g 6837 Sub-Total Page 3 $ 89,740 Sub-Total Page 4 $ ...AR a i Sub-Total Page 5 $___ 946800, Sub-Total $ 551 ,927 25% Contingencies x Sub-Totals $ 137092 TOTAL $ 689,909 * Varies Page 5. ' LETTER OF TRANSMITTAL TEL. 633-5218 REINO E. HYYPPA& ASSOCIATES Civil Engineers& Land Surveyors 124 Hebron Avenue Glastonbury, Connecticut 06033 Regarding Dart Hill Section 4 Date 9/16/93 To J. Iazzetta, Town Engineer Job # 96-86 Town of S. Windsor Att. of: WE ARE SENDING YOU: ® at your request O Under separate cover O for approval 0 Herewith O for your files The following: 0 One copy revised bond estimate (der your dirrussi n with Dan 9/16,4 )_ 00 REMA le6.% Ow 1q°► o� 11 5 '4 If enclosu listed, kindly notify at once. REINO E. HYYPPA ASSOCIATES b /S Y LETTER OF TRANSMITTAL TEL. 633-5218 REINO E. HYYPPA& ASSOCIATES Civil Engineers& Land Surveyors 124 Hebron Avenue Glastonbury, Connecticut 06033 Regarding Dart Hill Section 4 Date 8/26/93 To J . Iazzetta, Town Engineer Job 96-86 Town of S. Windsor Att. of: WE ARE SENDING YOU: O at your request O Under separate cover O for approval ® Herewith O for your files The following: O One coov bond estimate (far,your review) 00 V REMARKS Tape Eng�n��rin If enclosures are not as listed, kindly notify at once. REINO E. HYYTPA ASSOCIATES by ovrrrr yr avvmri rrinvzPvrs BOND ESTIMATE FORM PROJErCT i part Hi 11 _Estates_ Section 4 STREET$_Heatherwood Hyyppa Proj . #96-86 P&Z ,I.V. s 1993 CALENDAR YEAR ENGINEERS R_E_ oc. DATEs�gZ17lg3 ! . Unit Item_ Description Unit Quantity Price Cost 1. Clearinq & Grubbi na LS 2 . Strip & Stockpile To soil CY 2.00 31, Earth Excavation (Excluding Roadway & Trench CY 10.00 4. RoadwaX Excavation CY 6,740 12.00 80 880 • 5. Earth Trench Excavation 0-4 CY 275 10.00 2.750 6. Earth Trench Excavation 0-10 CY 1 ,190 12.00 14,280 7. •Earth Trench Excavation 0-15 CY 15.00 8. Earth Trench Excavation 0-20 CY 18.00 i 9•. Roadway -Excavation- (Rock) CY 50.00 10. Rock Trench Excavation 0-4 CY 50.00 11. Rock Trench Excavation 0-10 CY 75.00 12. Rock Trench Excavation 0-15 CY 100.00 13. Rock Trench Excavation 0-20 CY 150.00 14. Formation of Sub grade SY 49820 1.50 79230 15. Subbase Gravel CY 800 15.00 121,000 16. Processed Aggregate TONS 1 735 .16 .00 27 760 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 19. 1_ Bituminous Concrete ; lass I) ' TONS 415 45 .00 18,675 20. 1-1 12 Bituminous Concrete Class II TONS 4T5 50.00 20,750 21. Six inch Asphalt Lip -Curbifig LF 39040 3.00 99120 22: Road Widenina Complete SY 20.00 1f 1i _. * Varies .: ,; Sub-Total $198 9745 BOND ESTIMATE FORM c Unit . Item Description Unit ---QuantitX Price Cost 23. Concrete Sidewalk 4 ' Wide LF 3,040 25 . oo 76,000 STORM DRAINAGE SYSTEM COMPONENTS 24 . 60" RCP Class In Place LF 130.00 25. 54" RCP Class In Place LF 100.00 26. 48" RCP Class In Place LF 75.00 27 . 42" RCP Class In Place LF 65. 00 28 . 36" RCP Class In Place LF 60.00 29. 30" RCP Class In Place LF 50.00 30. 24" RCP Class In Place LF 206 42 . 00 8,652 31. 21" RCP Class In Place LF 40. 00 32. 18" RCP Class In Place LF 356 35.00 12,460 330 15" . RCP Class In Place LF 687 30.00 209610 . POLYETHENE PIPE -34. 8" ADS-N-12 or Equal 21 .00 35. 10" ADS-N-12 or Equal 22.50 36. 12" ADS-N-12 or Equal 24 .00 37. 15" ADS-N-12 or Equal 25.50 38. 18" ADS-N-12 or Equal 28 .00 'UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 15.00 40. 8" PVC SDR 35 In Place LF 20.00 •, RI_ 41. Modified Riprap CY 47 45.00 2,115 42. Intermediate Ripra2 CY 45,00 43. Standard -Riprap CY 45.00 • � I . 1 Page 2. Sub-Total $119,837 BOND ,ESTIKNrE FORM . Unit • I•tem Description Unit Quantity Price Cost DRAINAGE STRUCTURES 44. Type "C" Catch Basin EA 15 1500.00 229500 45. Type "C" Double. Grate EA 2000.00 46. TxRe "C-L" Catch Basin EA 1500600 47. Manhole EA 1 1500.00 19500 48. Manhole With Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50, Headwall EA 51. Endwall EA 32. X Box Culvert LF ;" 53. 15" Flared End EA 350.00 54. 18" Flared End EA 1 400.00 400 55. 24" Flared End EA 1 500.00 500 56. 36" Flared End EA 850.00 57. 6" PVC Footing Drain LF 600 16,100 99000 58. 59. • SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40.00 61. 10" PVC In Place SDR 35 LF 37 .00 62. 8" PVC In Place SDR 35 LF 1 9130 35 .00 399550 63. 6" PVC In Place SDR 35 1 ateral s LF 543 30.00 169290 1 * Varies -Page 3 Sub-Total $ 899740 BOND ESTIMATE Unit Item Description Unit Quantity Price Cost SANITARY SEWER STRUCTURES 64 . Sanitary Manhole EA 5 1500.00 76500 65. Sanitary Manhole w/Drop Inlet EA 2500. 00' 66 . Sanitary Manhole over 10 FT. EA 2000.00 67. 68. 69. 70. STRUCTURES & MISC. ITEMS 71. Retaining Wall EA 72. Fence (Type: EA 73. Guide Rail (Type: EA 74. End Anchorage (Type: EA 75. Guide Post EA 100.00 76. Pavement Marking LF 1 9520 1 .50 29280 77 . Street Signs EA 1 75.00 75 78. Traffic Signs EA 2 75 .00 150 79. Street Lights EA 1000.00 80. Furnishing/Placing Furnishing/Placing Topsoil SY 5,700 2.50 14.250 81. Fertilizing, Seeding and Mulching SY 59700 2.50 149250 82. Trees EA 42 150 . 00 69300 83. Maintenance/Protection of Traffic LS * Varies , Page 4. Sub-Total $44,805 • M v BOND ESTIMATE FORM Unit Item Description Unit Quantity Price Cost 84 .' Construction Stakinq LS NEC * 10,000 85. As-Builts LS NEC 50000 86. , Iron Pins EA 100.00 87. Concrete Monuments EA 16 250.00 .88. Landscaping LS 89. 90. 91, Outlet'Structure 92. 93. Sub-Total Page 1 $ 198,745 Sub-Total Page 2 $ 11 g_Rv Sub-Total Page 3 $ 89 inn Sub-Total Page 4 $ Qn Sub-Total Page 5 $ Sub-Total $ 540,152 25% Contingencies x Sub-Totals $ I is.n3R TOTAL $ 675,190 * Varies Page 5. f � MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: erry C. Iazzetta, Town Engineer RE: Dart Hill Estates Phase IV DATE: September 20, 1993 We have reviewed the bond estimate for Dart Hill Estates Phase IV and recommend that the bond be set at $690,000 . However, this estimate only includes $500 for landscaping in the buffer at the detention basin. If you feel that this should be adjusted, then the recommended bond amount should be adjusted accordingly. Attached for your files is a copy of the bond estimate. JCl/jsv v • v + BOND ESTIMATE FORK 1SROJECTi nart Hill'_Estates_. Section 4 STREET-9 Heatherwood • ' HYYPpa Proj, 096-86 ENGINEER s R-F-Hxyppa&,g--tqoc 993 CALENDAR YEAR DATE: VW Unit Item Description t Unit Quantity Price Cost 1. Clearina & Grubbing LS 2 . Strip & Stockpile Topsoil CY 1 ,4nn 2.00 P.gno 3. Earth Excavation ; (Excluding Roadwa & Trench CY 10.00 4. Roadwa • Excavation CY 6,740 12.00 80 880 • 5. Earth Trench Excavation 0-4 CY . 275 10.00 2,750 6. Earth Trench Excavation 0-10 CY 1 ,190 12.00 14.280 7. •Earth Trench Excavation 0-15 CY 15 .00 8. Earth Trench Excavation 0-20 CY 18.00 9.• Roadway-Excavation Rock CY 50.00 10. Rock Trench Excavation 0-4 CY 50.00 11. Rock Trench Excavation 0-10 CY 75 . 00 12. Rock Trench Excavation 0-15 CY 100.00 13. Rock Trench Excavation 0-20 CY 150.00 14 . Formation of Sub grade SY 49820 1 .50 79230 15. Subbase Gravel CY 800 15 .00 129000 16: Processed Aggregate TONS 1 735 .16 .00 27 760 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 19. Bituminous Concrete Class I TONS 415 45.00 18,675 20. 1-112 Bituminous Concrete ' Class II TONS 415 50.00 20,750 21. Six inch Asphalt -Lip Curbifta LF 3,040 3.00 99120 22. Road Widening Complete SY 20.00 • * Varies ;�N' • Sub-Total . $198 9745 BOND ESTIMATE FORM ` Unit - Item Description Unit Quantity Price Cost • 23, Concrete Sidewalk 4 ' Wide LF 3 040 25,00 76,000 STORM DRAINAGE SYSTEM COMPONENTS 24 . 60" RCP Class In Place LF 130.00 25. 54" RCP Class In Place LF 100.00 26_ 48" RCP Class In Place LF 75.00 27 ` 42" RCP Class In Place LF 65.00 2P . 36" RCP Class In Place LF 60. 00 29. 30" RCP Class In Place LF 50 . 00 30. 24" RCP Class In Place LF 206 42 . 00 89652 31. 21" RCP Class In Place LF 40.00 32. 18'• RCP Class in Place LF 356 35 . 00 12,460 33. 15" RCP Class In Place LF 687 30. 00 209610 POLYETHENE PIPE 34 . 8" ADS-N-12 or Equal 21 .00 35. 10" ADS-N-12 or Equal 22 .50 36 . 12" ADS-N-12 or Equal 24 . 00 37. 15" ADS-N-12 or Equal 25.50 38. 18" ADS-N-12 or Equal 28 .00 UNDERDRAINS 39 . 6" PVC SDR 35 In Place LF 15. 00 40. 8" PVC SDR 35 In Place LF 20 . 00 • RIPRAP 41. Modified Riprap CY 47 45 .00 29115 42. Intermediate Ri ra CY 45 .00 43. Standard Riprap CY 45.00 Page 2. fit Sub-Total $119,837 BOND *EST,IMATE FORK . ' Unit Item Description ' Unit Quantity Price Cost DRAINAGE STRUCTURES 1 44. Type "C"' Catch Basin EA 15 1500.00 229500 45. Type "C" Double Grate EA 2000.00 46. Type "C-L" Catch Basin EA 1500,00 47. Manhole EA 1 1500.00 19500 48. Manhole With Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50, Headwall EA 51. Endwall EA 32. ' X Box Culvert LF .• 53. 15" Flared End EA 350 .00 54 . 18" Flared End - EA 400 .00 400 55. 24" Flared End EA 500.00 500 56. 36" Flared End EA 850 .00 57. 6" PVC Footing Drain LF 600 9,000 58. 59. - SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40 .00 61,• 10" PVC In Place SDR 35 LF 37 .00 62. 8" PVC In Place SDR 35 LF 1 9130 35 .00 399550 63. 6" 'PVC In Place SDR 35(laterals) LF 543 30 .00 169290 1 * Varies •; ' •Page+ 3 ' Sub-Total $ 89,740 BOND ESTIMATE Unit ' Item Description UnitQuantity- Price Cost ` SANITARY SEWER STRUCTURES 64. Sanitary Manhole I EA 5 1500.00 7 65. Sanitary Manhole w/Dro Inlet EA 2500 .00• 66. Sanitary Manhole over 10 FT. EA 2000.00 67. 68. 69. 70. -- STRUCTURES MISC. ITEMS ?1. Retaining Wall EA 72. Fence (Type: EA 73. Guide Rail (Type:__ EA 74 . End Anchorage (Type: EA 75. Guide Post EA 100 .00 76. Pavement Markin LF 1 9520 1 .50 29280 • 77 . Street Signs EA 1 75 .00 75 78. Traffic Signs EA 2 75 .00 150 4-000- 79. Street Lights EA 4 1000 .00 -80. Furnishinq/Placinq Topsoil SY 5,700 2 .50 14.250 81. Fertilizing, Seeding and 59700 2 .50 149250 mulchingSY 82. Trees EA 42 150 .00 69300 83. Maintenance/Protection of Traffic LS * Varies , ' Page 4. - Sub-Total $48 ,805 4. V BOND ESTIMATE FORM Unit Items Description Unit Quantit Price Cost 84. Construction Stakinq LS NEC * 10,000 85. As-Builts LS NEC 86. Iron Pins EA Z6 100.00 29600 870 Concrete Monuments EA 16 250.00 .88. Landscaping LS 89. _Xr= 90 91. Outlet'Structure 1.5nn 92. Filter Fabric SF 7 000 1 .50 10,500 93. Sub-Total Page 1 $ 198,745 Sub-Total Page 2 $ 119`_R37 Sub-Total Page 3 $ 89,740 Sub-Total Page 4 $ aR any Sub-Total Page 5 $ 94♦800 Sub-Total $ 551 .927 25% Contingencies x Sub-Totals $ 137198 TOTAL $ 689,909 * Varies Page 5. , ' l0Jim &t,< u Tila� ap Sau� ?1)&U&0t 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 'rOSOR-C�ta AREA CODE 203/644-2511 September 30, 1993 Jean Marc Jacques JMJ Construction Company, Inc. 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques : Re: Appl . #93-09P, Dart Hill Phase IV Subdivision Please be advised that the Planning and Zoning Commission voted on September, 28, 1993 -4to establish a bond in the amount of $690, 000 . 00 for the subject application. A bond or letter of credit in this amount must be posted prior to filing of the mylars in the Town Clerk' s office. Very truly yours , PLANNING & ZONING COMMISSION C/ Louise C. Evans Chairman LCE/pmm cc: Town Engineer MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Dart Hill Estates Phase IV DATE: September 20, 1993 We have reviewed the bond estimate for Dart Hill Estates Phase IV and recommend that the bond be set at $690,000 . However, this estimate only includes $500 for landscaping i buffer the detention basin. If you feel that this should be adjusted, then the recommended bond amount should be adjusted accordingly. Attached for your files is a copy of the bond estimate. JCl/jsv Vnn %O - %Pvv■■■ �� ■.vvv■. BOND ESTUMTS FORK PROJECT= Dart Hill'_Estates. Section 4 STREET:_Hea the rwood H a Pro j. 096-86 P&Z ,I.1�. t . YYPp 993 CALENDAR YEAR • EkGINEER: R_E_ vvnna & Assoc..q t DATE: Unit Item Description Unit Quantit Price Cost i. Clearing &-Grubbing LS 2 . Stri & Stockpile Topsoil CY 1 ,4nn 2.00 20800 3, Earth Excavation ; (Excludina Roadway & Trench CY 10.00 4. Roadwa Excavation CY 6,740 12 .00 80 9880 5. Earth Trench Excavation 0-4 CY ' 275 10.00 2.750 6. Earth Trench Excavation 0-10 CY 1 ,190 12 .00 14,280 7. Earth Trench Excavation 0-15 CY 15 .00 8. Earth Trench Excavation 0-20 CY 18.00 9.. Roadway Excavation Rock CY 50.00 10. Rock Trench Excavation 0-4 CY 50 .00 11. Rock Trench Excavation 0-10 CY 75 . 00 12. Rock Trench Excavation 0-15 CY 100 .00 13. Rock Trench Excavation 0-20 CY 150.00 14. Formation of Sub grade SY 4,820 1 .50 79230 15. Subbase Gravel CY 800 15 .00 129000 16: Processed Aggregate TONS 1 735 .16 .00 27 760 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 19. 1_ ? Bituminous Concrete ; 415 45.00 18,675 Class I TONS 20. 1-1 12 Bituminous Concrete TONS 415 50.00 20,750 Class II 21. Six inch Asphalt Lip Curbifiq LF 39040 3.00 99120 22. Road Widening Complete SY 20.00 • * Varies Sub-Total $198 9745 • BOND ESTIMATE FORM � �• Unit - Item Description Unit Quantity Price Cost • •23. Concrete Sidewalk 4 ' Wide LF 3,040 25.00 769000 ST(jRM DRAINAGE SYSTEM COMPONENTS 24 . 60" RCP Class In Place LF 130.00 25. 54" RCP Class In Place LF 100.00 26. 48" RCP Class In Place LF 75.00 _ 27 . 42" RCP Class In Place LF 65. 00 2P . 36" RCP Class In Place LF 60. 00 29. 30" RCP Class In Place LF , 50 . 00 30.. 24" RCP Class In Place LF 206 42 . 00 89652 31. 211• RCP Class In Place LF 40.00 32. 18•• RCP Class In Place LF 356 35 .00 12,460 33. 15" RCP Class In Place LF 687 30. 00 209610 POLYETHENE PIPE -34 . 8" ADS-N-12 or Equal 21 .00 35. 10" ADS-N-12 or Equal 22 .50 36 . 12" ADS-N-12 or Equal 24 .00 37 . 15" ADS-N-12 or Equal 25.50 38. 18" ADS-N-12 or Equal 28 .00 UNDERDRAINS 39 . 6" PVC SDR 35 In Place LF 15.00 40. 8" PVC SDR 35 In Place LF 20 . 00 RIPRAP ' 41. Modified Riprap CY 47 45.00 29115 42. Intermediate Riprap CY 45 .00 43. Standard Riprap CY 45.00 . Page 2. Sub-Total $119 9837 M ' 1 • i BOND ESTIMATE FORK . • Unit Item s Description Unit Quantity. Price Cost • DRAINAGE STRUCTURES � ' 44_ T� a "C"f Catch Basin EA 15 1500.00 229500 45. Type "C" Double Grate EA 2000.00 46. TX2e "C-L" Catch Basin EA 1500.00 47. Manhole EA 1 1500.00 1 9500 48. Manhole With Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50, Headwall EA 51. Endwall EA 320 X Box Culvert LF • 53. 15" Flared End EA 350.00 54. 18" Flared End EA 400 .00 400 55. 24" Flared End EA 1 500.00 500 56. 36" Flared End EA 850 . 00 57 . 6" PVC Footing Drain LF 600 9,000 58. 59 . SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40 .00 61,. 10" PVC In Place SDR 35 LF 37 . 00 62. 8" PVC In Place SDR 35 LF 1 $130 35 .00 399550 63. 6" PVC In Place SDR 35 laterals LF 543 30 .00 169290 1 * Varies ' -Page 3 ' Sub-Total $ 89,740 BOND ESTIMATE Unit 11 Item Descri tion Unit QuantitV Price Cost ` SANITARY SEWER STRUCTURES 64. Sanitary Manhole ' EA 5 1500.00 7 65. Sanitary Manhole w/Drop Inlet EA 2 5 0 0.0 0' 66. Sanita Manhole over 10 FT. EA 2000.00 67. 68. 69. 70. STRUCTURES & MISC. ITEMS 71. Retaininq Wall EA 72. Fence (Type: EA 73. Guide Rail T e: EA 74 . End Anchorage (Type: EA 75. Guide Post EA 100 .00 • LF 1 9520 1 .50 2,280 76 . Pavement Markin 77 . Street Si ns EA 1 75 .00 75 2 75 .00 150 78. Traffic Si ns EA 79. Street Lights EA 4 1000 .00 4-000 80. Furnishin /Placin Topsoil SY 5 700 2.50 n42 81. Fertilizing, Seedinq and 5,700 2 .50 149250 Mulchin SY 82. Trees EA 42 150 -00i 69300 83. Maintenance/Protection LS of Traffic * Varies , Sub-Total $48 ,805 Page 4. 4• V BOND ESTIMATE FORM Unit • Unit QuantityPrice Cost Item- Descri tion 84. Construction Staking LS NEC * 10 000 85. As-Builts LS NEC EA 26 100 .00 29600 860 Iron PinsEA 16 250.00 870 Concrete Monuments LS .88. Landscaping 89. 90. 15 91. Outlet'Structure 9 2. Filter Fabric SF 79 000 1 ,50-IL 10,500 93. Sub-Total Page 1 $ 198,745 Sub-Total Page 2 $ 119- 17 Sub-Total Page 3 $ Sub-Total Page 4 $ AS Rn5 Sub-Total Page 5 $ Sub-Total $ 551 ,927 25% Contingencies x Sub-Total: $ 137 982 ' $ 689,909 TOTAL * Varies Page 5 = i LETTER OF TRANSMITTAL 2-C PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE 12-10 SOUTH WINDSOR CT 06074 DATE ( 203 ) 644-2511 TO: WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans >( Bond reduction requests Final plans for filing Change order form Other Correspondence copes A 1. No. Pro ect THESE ARE TRANSMITTED as checked below: For review and comment For your file _ For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: F /c" RECEILD Co to: VI From: kRj'a-tt 6.PY 0 0 01993 � 3 Town of South Windsor Erngineer i DePL. Mrn LIM J. M.J. CO N STR U CTION CONY INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203) 282-0628 December 3, 1993 r4 Ms. Louise C. Evans, Chairman -7 1 -)nlflg 001 4. Planning & Zoning M-tlissior Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Dart Hill Estates - Phases III and IV Dear Ms . Evans: We are hereby requesting bond reductions for the Dart Hill Estates Sub-division, for Sections 3 and 4. If you have any questions regarding this, please feel free to contact me. Thank you. Very truly yours, Muriel Jacquesi'J Vice President MJ/cg r, tell O G(J 4 1540 SULLIVAN AVENUE SOUTH WINDSOR. ONN. 0607 AREA CODE 203/644-2511 SOR•C June 25, 1993 CERTIFIED MAIL Jean Marc Jacques, President JMJ Construction Company 658 Ellington Road 06074 South Windsor, CT Dear Mr. Jacques : Re. PP . • A 1 , #93-09P, Dart Hill Estates, Phase IV vise you that the Planning & ZoningeCab Commission We are pleased to ad y with modifications th voted on June 22, 1993 to approve application for Resubdivision to crertherl lots Dart Hill referenced app no Y ro property located easterly of Ellington Road, p p y en space as shown on plans Road, and westerly of Lawrence, RR open Map No. 96-86-IR, dated August a & Associates , P royal is prepared by Reino HyYPP April 23, 1993 . This approval 25, 1992 and revised through Ap subject to the following modifications: 1 . This approval is for 21 lots, numbered 81-101. PP 2 . Concrete sidewalks , built to Town specifications , shall be installed on both sides of new streets . subdivision is subject to the approval of 3 . Drainage for this the Town Engineer. 4 . All lots sha ll be serviced by the Town of South Windsor sanitary the nits sewer system and are subject to the approval Water Pollution Control Authority. 5 . Water shall be supplied to this subdivision by the Connecticut Water Company. 6 . et li hting shall be installed on streets, at intersections,g ions and on cul-de-sacs in accordance with policy established by ntersect the Town Manager. Street lighting hting is to be coordinated with the Chief of Police. 7 . Street names and locations of fire hydrants are subject to e approval of the Fire Marshal of the Town of lout the pP supporting Windsor. Street names and supp g posts PaJean Marc Jac ues a Two June 25 1993 Application #93-09P inst alled by the developer in conformance with the standards of the Town of South Windsor, P 8 A liability insurance policy shall be submitted t atoinsured, this Commission naming the Town of South Windsor and/ with a combined single limit for bodily injury or 000 - 9 . Th PP property damage- in the amount of $ , is a lication is subject to the conditions ofapp ovalinclu of the Inland Wetlands Agency/Conservation Commission, ing a bond in the amount of $10 ,000 10 Prior to commencement of any site work, a meeting must be held with Town Staff . 11 P . All lans used in the field by the developer must bear Che r. stamp and authorized signature of the Town o 12 . 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 ro riate, to this Comma Town easement form where app P p building ermits . prior to filing the mylars and issuance androadways All deeds for open space, public improvements must be submitted prior to request for Town acceptance; all mu accepting deeds must be in accordance with the policy and deeds and must be approved by the Engineering Town Attorney. 13 Footing drains are required for each house. Pricrmto the building of any structure on a lot, graph for each lot in drawn to a scale of 1" = 40 , shall be submitted e subdivision, showing proposed contours, elevations and the permits will the location of the footing drains . S', floordelevations and be issued until the proposed contour b the Town location of footing drains have been approvedY Engineer. Y 14 . If, for an reason, finished grading and other individual lot site work is not completed, the Town ngiEalnerading and site ine the amount of a cash bond to ensure s final to issuance of work. This cash bond must be submitted prior a Certificate of occupancy. Quantity estimates must be submitted to the Town Engineer (on 15 . 4 y e of determining subdivision the enclosed form) for the purpos a a Three 1993 Jean Marc Jac clues p June 25 Application #93-09P bonding•n and all bonds shall be posted prior to filing the , plans . i f the developer chooses to submit a Letter.of Credit tofor a one year term, in lieu of a surety ba until completionof Y earl basis Credit must be renewed on a yearly P the development. If a new Letter of Credit has not been received within 30 days before the expiration date, the Commission ion may, at its option, call the Letter of Credit it is holding . drainage assessment fee in the amount of $1050 . 00 shall be 16 . A drat g submitted to this Commission. 17 . No building permits ermits will be issued until all modificationled have been complied with, and the final plans have been fi in the Town Clerk' s Office. 18 . Subject to satisfying engineering concerns in letter dated June 18, 1993 . 19 . The existing drive off of Lawrence Road must an up radl gravel parking d to ravel drive, a meet Town Specification for a g arkin area to accommodate 8 - 10 cars must be built. 20 . A pede strian R.O.W. must be established to the eproposed town open space (coincident with the- drainage by easement to provide lots 90 and 91) and must be inctwoshouses . This accessway greater separation between the must be delineated by monuments at the roadway and the rear of the property. and 6 with the together with three P Black and white transparent mylars of Sheets blue#rint,copies of the above modifications, plans , must be submitted to this Commission within 30 entire set of p , The letters of approval of this days to be stamped and signed. as well as the Inland Wetlands Agency/Conservation Commission, Commission, must be reproduced on the mylars . After the mylar s have been signed by the Commission, they will within 90 returned to you for filing in the office of theseTown w Cl plans, a copy of rat Y approval. After filing t days of the date of aPP P the receipt must be submitted to the Planning Department. i • Jean Marc Jacques Pa a Four June 25 1993 Application #93-09P Very truly yours, PLANNING & ZONING COMMISSION Louise C. Evans, Chairman LCE/pmm cc: Town Engineer Chief Building Official Inland Wetlands Agency/Conservation Commission Supt . of Pollution Control Assessor Fire Marshal Registrar of Voters JUN 2 3 1993 TOWN CLERK LEGAL NOTICE TO BE PUBLISHED IN THE JOURNAL INQUIRER MONDAY, JUNE 28, 1993 SOUTH WINDSOR - IWA/CC At the June 21, 1993 regular meeting the Commission voted to take the following action: 1 . Approve with conditions appl . #93-09R, Dart Hill Estates, Phase IV - IWA/CC permit for the construction of a 21 lot subdivision on property located westerly of Lawrence Rd. and northerly of Dart Hill Rd, RR open space 2 . Failed motion to approve appl. #93-14P, Town Center SRD/RSK- Kellco, Inc. - IWA/CC permit for the construction of a 20 unit Senior Housing Development on property located at 1715 Ellington Rd, RC zone 3 . Approve with conditions appl . #93-19P, The Homestead, RSK- Kellco, Inc. - IWA/CC permit for the construction of an 8 lot resubdivision located southerly of Deming St. and easterly of Buckland Rd, AA-30 zone Dated at South Windsor, CT this 22nd day of June, 1993 Elizabeth A. Warren, Chair �Ou►,,��� Lc�. �c1 V.N- JUN 2 3 1993 TOWN CLERK LEGAL NOTICE TO BE PUBLISHED IN THE JOURNAL INQUIRER TUESDAY, JUNE 29, 1993 SOUTH WINDSOR - PLANNING & ZONING COMMISSION At its June 22, 1993 Special Meeting, the Commission voted to take the following action: 1 . Approve with modifications appl. #93-09P, JMJ Construction Co. /Dart Hill Estates, Phase IV - Resubdivision to create 21 lots on property located east of Ellington Rd, west of Lawrence Rd and north of Dart Hill Rd, RR open space zone 2 . Approve with modifications appl. #93-20P, Kurker Site Plan, 25 Oakland Rd, RC zone 3 . Deny appl. #93-15P, Green Acres Realty - Zone change of 9 . 69 acres and General Plan of Development to create a 17 unit Designed Residence Development to be known as Green Acres, on property located on the north side of Strong Rd, east of Rt 51 RR zone 4 . Approve settings/reductions/callings of certain bonds Louise Evans, Chairman I also wish to receive the « Compiete hem t smWor-2 for additional services. • Complete items 2,+Ind 40 It b. following services (for an*kft* • P*a you name W address on the rayerse of this form,so that we can fee): return this cad to you.. • Attach this form to the front of the meilpiece,or on the back if space 1. ❑Addressee's Add does rat permit. * Write"Ret on Roc*t Recriax "on the nmftbmbabw the article number 2. ❑ Restricted RONYmy �3 • The Retum Receipt will show to whom the was delivered and the date delivered. Conwit stmaster for fee. 3. Article Addressed to: 4a. Article Number P 007, 587 300 JEAN MARC JACQUES 4b..Service Type JMJ CONSTRUCTION COMPANY O Registered 0 inured. 658 ELLINGTON ROAD 2@ Certified 0 COD SOUTH WINDSOR CT 06074 O Express Mail 0 Return RsbNpt for 7. Date of livery re.A 3 oA _ 5. re (Add 8. Addreame's Address(Only If r6queated and fee Is paid) - 8: S ,. f Fortin ,December 1991 vs:o.P.o.:rsez-ao�-a3o DOMEsinc mum UNITED STATES POSTAL SERVICE Official Business PENALTY FOR PRIVATE USE TO AVOID PAYMENT U.S.MAIL OF POSTAGE,$300 Print your name, address and ZIP Code here 93-09R IWA/CC, TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 4.Memo from TOWN OF SOUTH WINDSOR TOWN HALL SOUTH WINDSOR.CONN.06074 F TO DATE August 6, 1993 Marcia A. Banach Director of Planning L SUBJECT: DART HILL IV FOLD- There will be a Preconstruction Meeting for the above mentioned project on August 16, 1993 at 9 :30 AM in the "Green at the Town Hall. cc: M. Gantick, A. B. Davies, J. McCahill, K. Reichle, M. Stead, B Sgt. Lewis, C. Shaw, L. Braddock, J. Collins, g By Jo e Vallez 4.,Memo from TOWN OF SOUTH WINDSOR TOWN HALL SOUTH WINDSOR.CONN.06074 TO Marcia A. Banach DATE August 17 , 1993 Director of Planning L SUBJECT: PRECONSTRUCTION MEETING FOLD- DART HILL ESTATES IV The p reconstruction meeting for Dart Hill Estates Phase IV has been rescheduled for August 23 , 1993 at 9 :30 AM. Davies, L. Braddock, J. McCahill, cc: M. Gantick, F. Shaw, BJ. Collins, SWPD Sgt. Lewis, B. Canning M. Stead, K. Reichle, B ' y "1 UWN OF SOUTH-WINDSOn : BOND ESTIMATE FORM PROJECT i na rt Hi 11'_Estates. Section 4 STREETS,Heatherwood H a Pro j . #96-86 .P&Z ,I,U. _ YYPp ENGINEER t`vvnoa & Assoc..fjl 993 CALENDAR YEAR DATESR11 7193 ! Unit Item Description Unit Quantity Price Cost 1. Clearing & Grubbing LS 2 . Strip & Stockpile Topsoil CY 1 Ann 2.00 3. Earth Excavation ; Excludin Roadwa & Trench CY 10.00 4. Roadway Excavation CY 6,740 12.00 809880 , • 5. Earth Trench Excavation 0-4 CY 275 10.00 2,750 6. Earth Trench Excavation 0-10 CY 1 ,190 12.00 14,280 7. *Earth Trench Excavation 0-15 CY 15 .00 8. Earth Trench Excavation 0-20 CY 18.00 9•, Roadway Excavation Rock CY 50.00 10. Rock Trench Excavation 0-4 CY 50.00 11. Rock Trench Excavation 0-10 CY 75. 00 12. Rock Trench Excavation 0-15 CY 100.00 13. Rock Trenc Excavation 0-20 CY 150.00 14. Formation of Sub grade SY 49820 1.50 7,230 15. Subbase Gravel CY 800 15.00 129000 16: Processed Aggregate TONS 1 735 .16 .00 27 760 17. Common Borrow CY 10. 00 18. Gravel Borrow CY 15 . 00 19. 1_ Bituminous Concrete ; lass I TONS 415 45.00 18,675 20. 1 112 Bituminous Concrete Class II TONS 415 50.00 20,750 21. Six inch Asphalt Lip Curbing LF 39040 3.00 99120 22. Road Widening Complete SY 20.00 .j * Varies Sub-Total $0 98 9745 BOND ESTIMATE FORM Y'a •' Unit Item Description Unit Quantity Price Cost 23. Concrete Sidewalk 4 ' Wide LF 3,1040 25. 00 76,000 STORK DRAINAGE SYSTEM COMPONENTS 24 . 60" RCP Class In Place LIP 130.00 25. 54" RCP Class In Place LF 100.00 26. 48" RCP Class In Place LF 75.00 _ 27 . 42" RCP Class In Place LF 65. 00 20 . 36" RCP Class In Place LF 60 . 00 29. 30" RCP Class In Place LF 50 . 00 30. 24" RCP Class In Place LF 206 42 . 00 89652 31. 21" RCP Class In Place LF 40 . 00 32. 18" RCP Class In Place LF 356 35 .00 12,460 33. 15" RCP Class In Place LF 687 30. 00 209610 POLYETHENE PIPE •34 . 8" ADS-N-12 or Equal 21 .00 35. 10" ADS-N-12 or Equal 22 .50 36 . 12" ADS-N-12 or Equal 24 .00 37 . 15" ADS-N-12 or Equal 25.50 38. 18" ADS-N-12 or Equal 28.00 UNDERDRAINS 39 . 6" PVC SDR 35 In Place LF 15 . 00 40. 8" PVC SDR 35 In Place LF 20 . 00 RIPRAP 41. Modified Riprap CY 47. 45.00 29115 42. Intermediate Riprap CY 45 .00 43. Standard Ri ra CY 45 .00 Page 2. Sub-Total $119,837 BOND EST IMA'rE FORK , • Unit Item Description Unit Quantity Price Cost ' DRAINAGE STRUCTURES � 44. Ty a "C" Catch Basin EA 15 1500.00 22,500 45. -Type "C" Double Grate EA 2000.00 46. Type "C-L" Catch Basin EA 1500.00 47. Manhole EA 1 1500.00 1 9500 48. Manhole With Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50, Headwall EA 51. Endwall EA 520 X Box Culvert LF . 53. 15" Flared End EA 350. 00 54. 18" Flared End EA 1 400 .00 400 55. 24" Flared End EA 1 500.00 500 56. 36" Flared End EA 850. 00 57 . 6" PVC Footing Drain LF 600 9,000 58. 590 SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40.00 61, 10" PVC In Place SDR 35 LF 37 .00 62. 8" PVC In Place SDR 35 LF 1 $130 35 . 00 39,550 63. 6" PVC In Place SDR 35 1 ateral s LF 543 30 . 00 165290 * Varies •. -Page 3 Sub-Total $ 89,740 BOND ESTIMATE Unit .Item Description Unit Quantity Price Cost ` SANITARY SEWER STRUCTURES 64. Sanitary Manhole EA 5 1500.00 7.500 65. Sanitar Manhole w/Drop Inlet EA 2500 .00' 66. Sanitary-Manhole over 10 FT. EA 2000.00 67. 68. 69. 70. .. STRUCTURES & MISC. ITEMS * 71. Retaining Wall EA 72. Fence (Type: EA 73. Guide Rail T e: EA 74 . End Anchorage T e: EA 75. Guide Post EA 100.00 76. Pavement Marking LF 19,520 1 .50 29280 77. Street Signs EA 1 75 .00 75 78. Traffic Signs EA 2 75 .00 150 79. Street Lights EA _ 4 1000.00 80. Furnishing/Placing Furnishing/Placing To soil SY 5,700 2.50 14.250 81. Fertilizing, Seeding and Mulching SY 59700 2 . 50 149250 82. Trees EA 42 150 . 00 69300 830 Maintenance/Protection of Traffic LS * Varies , • .F Page 40 Sub-Total $48 ,805 v BOND ESTIMATE FORM Unit Item Description Unit Quantity Price Cost 84. Construction Staking LS NEC * 10.000 * 850 As-Builts LS NEC 86 . Iron Pins EA 26 100 .00 29600 870 Concrete Monuments EA 16 250 .00 .88. Landscaping LS 20 Soo 89. _xw_=- 90. ' 1 5 91. Outlet,Structure EA 1 -500-00— oo- 92• Filter Fabric SF 7.000 1 .50 103500 93. Sub-Total Page 1 $ 1989745 . Sub-Total Page 2 $119-R37 Sub-Total Page 3 $ 89 7 74.0 Sub-Total Page 4 $ aR 8 S Sub-Total Page 5 $ 94 90 Sub-Total $ 551 .927 25% Contingencies x Sub-Total: $ 13 ,9R7 • ,909 689 TOTAL $ * Varies Page 5. 1 . • MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer RE: Dart Hill Estates Phase IV DATE: September 20, 1993 We have reviewed the bond estimate for Dart Hill Estates Phase IV and recommend that the bond be set at $690,000. However, . this estimate only includes $500 for landscaping in the buffer at the detention basin. If you feel that this should be adjusted, then the recommended bond amount should be adjusted accordingly. Attached for your files is a copy of the bond estimate. JCl/jsv 'lbw N "44 r O-Ps ?d&&J'at 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 September 30, 1993 Jean Marc Jacques JMJ Construction Company, Inc. 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques : Re: Appl . #93-09P, Dart Hill Phase IV Subdivision Please be advised that the Planning and Zoning Commission voted on September, 28, 1993 -to establish a bond in the amount of $690, 000 . 00 for the subject application. A bond or letter of credit in this amount must be posted prior to filing of the mylars in the Town Clerk' s office. Very truly yours, PLANNING & ZONING COMMISSION Louise C. Evans Chairman LCE/pmm cc: Town Engineer -1 UWN OF SUU111 WINDSOR -_ . BOND ESTIMATE FORM PROJECTi part Hi11"_Estates_ Section 4 STREET:„Heatherwood HYYpp a Proj. #96-86 j P&Z ,I.U. :ENGINEER$ �993 CALENDAR YEAR �dyyona & Assoc. �� DATE s /Z Unit Item Description Unit Quantity Price Cost 1. Clearing &-Grubbing LS 2. Strip & Stockpile Topsoil CY 2.00 29800 3. Earth Excavation (Excluding-Roadway & Trench CY 10.00 4. Roadwa ' Excavation CY 6,740 12.00 _80,880 5. Earth Trench Excavation 0-4 CY 275 10.00 2.750 6. Earth Trench Excavation 0-10 CY 1 ,190 12.00 14,280 0 7. Earth Trench Excavation 0-15 CY 15.00 8. Earth Trench Excavation 0-20 CY 18.00 9.. Roadway Excavation (Rock)-- CY 50.00 10. Rock Trench Excavation 0-4 CY 50.00 11. Rock Trench Excavation 0-10 CY 75.00 12. Rock Trench Excavation 0-15 CY 100.00 13. Rock Trenc Excavation 0-20 CY 150.00 14. Formation of Sub grade SY 4,820 1.50 7,230 7Z 15. Subbase Gravel CY 800 15.00 12,000 /2�000 16. Processed Aggregate TONS 1 .735 .16.0 0 27,760 Z7 7b� 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 19. 1_ " Bituminous Concrete ; lad 6V lass I TONS 415 45.00 18,675 20. 1-1/2 Bituminous Concrete 415 20,750 �j 7f Class II . TONS 50.00 • 3,040 3.00 9,120 �/� 21. Six inch Asphalt Li Curbin LF / 22. Road Widening Complete SY 1 20.00 • •.# Varies ;�• � ;, Sub-Total $198 •� Ati, . 617tL rD SE &-xe-+J BOND ESTIMATE FORM Unit i t 12114/93 Item Description Unit Quantity Price Cost 23. Concrete Sidewalk 4 Wide LF 3,040 25.00 76,000 �C.♦DOG STORM DRAINAGE SYSTEM COMPONENTS 24. 60" RCP Class In Place LF 130.00 - 25. 54" RCP Class In Place LF 100.00 26. 48" RCP Class In Place LF 75.00 _ 27. 42" RCP Class In Place LF 65.00 2P . 36" RCP Class In Place LF 60.00 29. 30" RCP Class In Place LF 50.00 30. 24" RCP Class In Place LF 206 42.00 8,652 31. 21" RCP Class In Place LF 40.00 32. 18" RCP Class In Place LF 356 35.00 12,460 G' 33. 15" RCP Class In Place LF 687 30.00 20,610 POLYETHENE PIPE •34. 8" ADS-N-12 or Equal 21.00 35. 10" ADS-N-12 or Equal 22.50 36. 12" ADS-N-12 or Equal ual 24.00 37. 15" ADS-N-12 or Equal 25.50 38. 18" ADS-N-12 or Equal 28.00 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 15.00 40. 8" PVC SDR 35 In Place LF 20.00 RIPRAP 41. Modifi ed Riprap CY 47 45.00 2,115 2//•� 42. Intermediate Riprap CY 45.00 43. Standard Ri ra CY 45.00 Page 2. Sub-Total $ 1 \ • 1 T' BOND ESTIMXFE FORM , Unit I•tem Description Unit uantit Price Cost t DRAINAGE STRUCTURES " "' EA 15 1500.00 22,500 37�* 44. Tye C Catch Basin / 45. Type "C" Double Grate EA 2000.00 46. -Type "C-L" Catch Basin EA 1500.00 47. Manhole EA 1 1500.00 1 ,500 48. Manhole With Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 .50. Headwall EA 51. Endwall EA 32. X Box Culvert LF 153. 15" Flared End EA 350.00 54. 18" Flared End EA 400.00 400 55. 24" Flared End EA 1 500.00 500 56. 36" Flared End EA 850.00 57. 6" PVC Footing Drain LF 600 9,000 O 58. 59. SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40.00 61'. 10" PVC In Place SDR 35 LF 37.00 62. 8" PVC In Place SDR 35 LF 1 ,130 35.00 39,550 • O 63. 6" PVC In Place SDR 35 1 ateral s LF 543 30.00 16,290 Z� V ���� t44 eu�9t�GMAY g6; n�MAAV C�'s n��y NOD � l3� ArDJ uSr�D . * Varies • ,ti •, 89 ¢� DDD •Page 3 Sub-Total $ BOND ESTIMATE Unit Item Descri on Unit uantit Price Cost Description g 3 SANITARY SEWER STRUCTURES /` ' 64. Sanitary Manhole EA 5 1500.00 7 65. Sanitar Manhole w/Dro Inlet EA 2500.00' 2000.00 66. Sanita EA Manhole over 10 FT. 67. 68. 69. 70. STRUCTURES & MISC. ITEMS 71. Retaining Wall EA 72. Fence (Types EA 73. Guide Rail (Type: EA 74. End Anchorage (Type: EA 75. Guide Post EA 100.00 LF 1 ,520 1 .50 29280 Z�d 76. Pavement Markin EA 1 75.00 75 77. Street Signs 150 Traffic Si ns EA 2 75.00 78. 4.,p00 EA 4 1000.00 � 79. Street Lights v �� soil SY 5.700 2.50 14,250 ��Z� 80. Furnishing/Placing/Placin To Fertilizing, Seeding and 5,700 2.50 14,250 81. rY`i�v SY mulching6 300 QD' 42 150.00 82. Trees EA 83. Maintenance/Protection LS of Traffic * Varies , Page 4. Sub-Total $48 BOND ESTIMATE FORM Unit Item Description Unit Quantity Price Cost 84. Construction Staking LS NEC * 10,000 �a * 5,000 85. As-Builts LS NEC 86. Iron Pins EA 26 100.00 2,600 zb0a 87. Concrete Monuments EA 16 250.00 S�0 88. Landscaping - LS 89. 4000 90• I 4z . 1 5 91. Outlet*Structure EA nn-00 oo- 92. Filter Fabric S F Q G� 1 5 0 10 93. Sub-Total Page 1 $ 198,745 � Sub-Total Page 2 $ 119 f3�7i p/p v Sub-Total Page 3 $ � Sub-Total Page 4 $ aR Rna Z`4> Sub-Total Page 5 $_. 94,..$Q0 - G 7� Sub-Total $ 551 ,927 Z67, 44,.r 25% Contingencies x Sub-Total: $ 13 _982__ .Z ' $ 689,909 TOTAL 331-Z.T" 3923�5 * Varies Page 5. - .t ■\/WWgW V/- ,7VVt■■ n5/VV.7VWi BOND ESTIMATE FORK PROJECTi•part Hill-_Estates. Section 4 STRSET s Heatherwood Hyyppa Pro j , #96-86 P&Z .I.U. s 1993 CALENDAR YEAR ENGINEERS Assoc. DATE s11/2-3193 • ; Unit Item Description Unit Quantity Price Cost 1. Clearinu & Grubbing LS 2 , Strip & Stock Rile Topsoil CY -0- 2,00 -0- 3. Earth Excavation (Excluding Roadwa & Trench CY 10.00 4. Roadway• Excavation CY -0- 12.00 -0 5. Earth Trench Excavation 0-4 CY -0- 10.00 -0- 6. Earth Trench Excavation 0-10 CY _ 12.00 -0- 7. Earth Trench Excavation 0-15 CY 15.00 8. Earth Trench Excavation 0-20 CY 18.00 9', Roadway Excavation Rock CY 50.00 10. Rock Trench Excavation 0-4 CY 50.00 11•0 Rock Trench Excavation 0-10 CY 75.00 12. Rock Trench Excavation 0-15 CY 100.00 13. Rock Trench Excavation 0-20 CY 150.00 14. Formation of Sub grade Sy -0- 1 .50 15. Subbase Gravel CY 800 15.00 129000 16. Processed Aggregate TONS 1 .735 .16 .00 275760 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 19 Bituminous Concrete ; lass I TONS 415 45.00 18,675 20, 1-1/2 Bituminous Concrete 2097 50 Class II) TONS 415 50.00 21. Six inch Asphalt Lip Curbifia LF 39040 3.00 99120 22. Road Widenin Com lets SY 20.00 • Sub-Total $ 88,305 ! .Varies : . • BOND ESTIMATE FORM . .0 Unit Item Description Unit Quantity Price Cost 23. Concrete Sidewalk 4 Wide LF 3 040 25 .00 76 9000 STORM DRAINAGE SYSTEM COMPONENTS 24 . 60" RCP Class In Place LF 130.00 25. 54" RCP Class In Place LF 100.00 26. 48" RCP Class In Place LF 75.00 _ 27 . 42" RCP Class In Place LF 65.00 2A . 36" RCP Class In Place LF 60.00 29 . 30" RCP Class In Place LF 50. 00 30. 24" RCP Class In Place LF -0 42.00 -0- 31. 21" •RCP Class In Place LF 40.00 32. 18" RCP Class In Place LF _ _ 35.00 -0- 33. 15" RCP Class In Place LF ,. _ 30.00 -0- . POLYETHENE PIPE •34. 8" ADS-N-12 or Equal 21 .00 .' 35. 10" ADS-N-12 or Equal 22 .50 36 . 12" ADS-N-12 or Equal 24 .00 37 . 15" ADS-N-12 or Equal 25.50 38. 18" ADS-N-12 or Equal 28.00 UNDERDRAINS 39 . 6" PVC SDR 35 In Place LF 15.00 40. 8" PVC SDR 35 In Place LF 20.00 10 RIPRAP 41. Modified Riprap CY 19 45.00 855 42. Intermediate Riprap CY 45,00 43. Standard Ri ra CY 45.00 Page 2. 1 Sub-Total $76,855 BOND ESTIM M FORM . • Unit Item Description Unit Quantity Price Cost DRAINAGE STRUCTURES 44 . Type "C" Catch Basin EA ..0- 1500 .00 -0- 45. Type "C" Double Grate EA 2000.00 46. TX2e "C-L" Catch Basin EA 1500.00 47. Manhole EA 1 remnialaq 1500.00 225 48. Manhole With Drop-Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 g0, Headwall EA 51. Endwall EA 32. X Box Culvert LF r - 53. 15" Flared End EA 350.00 54. 18" Flared End EA -0- 400.00 -0- 55. 24" Flared End EA -0, 500.00 -0- 56. 36" Flared End EA 850.00 57,. 6" PVC Footing Drain LF -0- -0- 58. - 59 . SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40.00 61. 10" PVC In Place SDR 35 LF 37 .00 62. 8" PVC In Place SDR 35 LF -0- 35 .00 -0- 63. 6" PVC In Place SDR 35(laterals) LF -0- 30.00 * -0- Varies •. -Page 3 ' Sub-Total $225 BOND ESTIMATE Unit Item Description Unit uantit Price Cost ` SANITARY SEWER STRUCTURES •-0- 1500.00 -0- 64 . SanitaryManhole EA 65. Sanitary Manhole w/Drop Inlet EA 2500 ,100, 66. Sanitary Manhole over 10 FT. EA 2000.00 67 . 68. 69 . 70. STRUCTURES & MISC. ITEMS 71. Retaining Wall EA 72. Fence T e: EA 73. Guide Rail (Type: EA 74. End Anchorage T e: EA 75. Guide Post EA 100.00 • LF 1 ,520 1 .50 2,280 76. Pavement Markin • EA 1 75 .00 75 77 . Street Si ns 7 8. Traffic Signs EA 2 75 .00 150 79 . Street Lights EA 4 1000 .0jf7 4-000 80. Furnishing/PlacingTo soil SY 85Q 2.5fl25 81. Fertilizing, Seeding and SY '2 850 2 .50 79125 Mulchin EA 42 150.00 6,300 82. Trees 83. Maintenance/Protection LS of Traffic * varies • Sub-Total $ 279055 Page 4. M v BONG ESTIMATE FORM Unit Item Description- Unit ___guantItX Price Cost 84 . Construction Staking- LS 25% remaining * 2,500 . LS 80% remaining 49000 850 As-Builts 86. Iron Pins EA 26 100.00 29600 879 Concrete Monuments EA 250.00 .88. Landsca in LS 109 90. 1�J�%remainin * 31000 91. Qutlet*5tructure00 0 - 92. Fi l ter Fabric SF 1 .50 93. Sub-Total Page 1 $ 889305, Sub-Total Page 2 $.2L90- Sub-Total Page 3 $ 22,E_ Sub-Total Page 4 $ 55 Sub-Total Page 5 $ 54.260 Sub-Total $ 246,700 25% Contingencies x Sub-Total: • $ 308,375 TOTAL * Varies i Page 5. ` : BOND ESTIMATE FORK PROJECT i na rt Hi 11'_Estates. Section 4 STRkET s=Heatherwood Hyyppa Pro j . 096-86 PW 1,D• !_ _ 1993 CALENDAR YEAR • ENGINEER s Assoc. DATE s 1112319 ' Unit Item Description Unit QuantitV Price Cost 1. Clearin & Grubbin LS -0- 2 . Stri & Stockpile Topsoil CY -0- 2.00 -0- 3. Earth Excavation (Excluding Roadway & Trench CY 10.00 4. Roadwav' Excavation CY _ -0- 12 .00 -0- • 5. Earth Trench Excavation 0-4 CY -0- 10.00 -0- 6. Earth Trench Excavation 0-10 CY _ 12.00 -0- 7 . *Earth Trench Excavation 0-15 CY 15.00 8. Earth Trench Excavation 0-20 CY 18.00 9.. Roadway Excavation Rock CY 50.00 10. Rock Trench Excavation 0-4 CY 50.00 11, Rock Trench Excavation 0-10 CY 75 .00 12. Rock Trench Excavation 0-15 CY 100.00 13. Rock Trench Excavation 0-20 CY 150 .00 140 Formation of Sub rade SY -0- 1 .50 "0 15. Subbase Gravel CY 800 15 .00 129000 16. Processed Aggregate TONS 1 ,735 .16 .00 279760 17 . Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 19. 1_ Bituminous Concrete ; 18,675 lass I TONS 415 45.00 20, 1-112 Bituminous Concrete 415 209750 Class II)_ TONS 50.00 21. Six inch Asphalt Lip Curbin LF 39040 3.00 99120 22. Road Widening Complete SY 20.00 Sub-Total $ 88,305 *.Varieski . . 1 - Unit Item Description Unit uantit Price Cost • 23. Concrete Sidewalk 4 ' Wide LF 3 040 25.00 76 9000 ST(1RM DRAINAGE SYSTEM COMPONENTS 24. 60" RCP Class In Place LF 130.00 25. 54". RCP Class In Place LF 100.00 26. 48" RCP Class In Place LF 75.00 _ 27 . 42" RCP Class In Place LF 65.00 2.P . 36" RCP Class In Place LF 60.00 29 . 30" RCP Class In Place LF 50 . 00 30. 24" RCP Class In Place LF -0- 42 .00 -0- 31. 21" *RCP Class In Place LF 40.00 32. 18" RCP Class In Place LF _ _ 35 .00 -0- 33. 15" . RCP Class In Place LF _ 30.00 -0- POLYETHENE PIPE 34. 8" ADS-N-12 or Equal 21 .00 35. 10" ADS-N-12 or E ual 22 .50 36. 12" ADS-N-12 or Equal-- 24 .00 37 . 15" ADS-N-12 or Equal 25 .50 38. 18" ADS-N-12 or Equal 28 .00 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 15 .00 40. 8" PVC SDR 35 In Place LF 20 .00 RIPRAP C ¢7 ! 41. Modified Riprap CY 1 9 45.00 855 42. Intermediate Ri2rap CY 45.00 43. Standard R12rap CY 45.00 Page 2. !j • Al. Sub-Total $76,855 •BOND ESTIMATE FORM . Unit • . Item Description Unit Quantity Price Cost . DRAINAGE STRUCTURES 44 . Type "C"' Catch Basin EA .-0- 1500.00 --0- 45. Type "C" Double Grate EA 2000.00 46. T e "C-L" Catch Basin EA 1500.00 47 . Manhole EA 15% 1500.00 225 48. Manhole With Drop Inlet EA 2500.00 49 . Manhole Over Ten Feet EA 2000.00 . 50, Headwall EA 51. Endwall EA 32. x Box Culvert LF .r53. 15" Flared End EA 350.00 54 . 18" Flared End EA -0- 400.00 -0- 55. 24" Flared End EA -0� 500.00 -0- 56. 36" Flared End EA 850.00 57,. 6" PVC Footing Drain LF -0_ -0- 58 . 59 . - - SANITARY SEWER COMPONENTS 60. • 12" PVC In Place SDR 35 LF 40 .00 61. 10" PVC In Place SDR 35 LF 37 .00 62. 8" PVC In Place SDR 35 LF -0- 35 .00 -0- 63. 6" PVC In Place SDR 35 1 ate ral s LF -0- 30 .00 -0- * Varies -.; , ,Page 3 Sub-Total $225 BOND ESTIMATE Unit Unit uantit Price Cost Item Description ` •. SANITARY SEWER STRUCTURES EA 1500.00 -0- 64. Sanitar Manhole ,.0- 65. Sanitary Manhole w/Dro Inlet EA 2500.00' ' 66. SanitaryManhole over 10 FT. 2000.00 670 680 69 . 7041 ' STRUCTURES & MISC. ITEMS 71. Retainina Wall EA 72. Fence T e: EA 73. Guide Rail (Type: EA 74 . End Anchors e (Type: I EA 75. Guide Post EA 100.00 76 . Pavement Markin LF 19520 1 .50 29280 et Si ns EA 1 75 .00 75 77 . Stre EA 2 75 .00 150 78. Traffic ,Si ns . EA 4 1000 .00 79 . Street Li hts od Topsoil SY 85Q 2.50 7,125 80. Furnishing/PlacingTo vs 760q) 81. Fertilizing, Seeding and 29850 2 .50 79125 Mulchin SY 42 150 .00 69300 82. Trees EA 830 Maintenance/Protection LS of Traffic * Varies . 4. Sub-Total $ 272055 Page. M BOND ESTIMATE FORM Unit Item Descri tion UnitQuantity - Price Cost 84. Construction Staking LS 125% remaining * 29500 85. As-Builts LS 80% remaining 19000 86. Iron Pins EA 26 100.00 2,600 870 Concrete Monuments EA 16 250.00 .88. Landsca in LS an -qm jpJ o rema i n i n * 32000 90. 91. Out et'St ructu re 500 00 -0 6.960 92. Filter Fabric SF 1 .50 9 3. ---" Sub-Total Page 1 $ 88,305, Sub-Total Page 2 $ 76 6gL5 _ Sub-Total Page 3 $ 225 Sub-Total Page 4 $ 27 0 5 Sub-Total Page 5 $, 4.260 Sub-Total $ 246,700 25% Contingencies x Sub-Totals ' TOTAL $ 3081,375 * Varies Page 5. ' -1 UWH OF SOU111 WINUSO BOND ESTIMATE FORM ROJECTs.part Hill-_Estates . Section 4 MOTs Heatherwood H a Proj , #96-86 P" •I.U. t YYPp ENGINEER t R_E_Hvvnna & Assoc. 1993 CALENDAR YEAR DATEt_gf17j93 Unit Item Description Unit Quantity Price Cost 1., Clearina -&- Grubbing LS 2 . Strip & Stockpile Topsoil CY I 4nn 2.00 20800 3, Earth Excavation (Excluding Roadway & Trench CY 10. 00 4. Roadway Excavation CY 6 740 12 .00 805880 5. Earth Trench Excavation 0-4 CY 275 10.00 2,750 6. Earth Trench Excavation 0-10 CY 1 ,190 12 .00 14,280 7. Earth Trench Excavation 0-15 CY 15.00 8. Earth Trench Excavation 0-20 CY 18.00 9•. Roadway Excavation Rock CY 50.00 Lb. Rock Trench Excavation 0-4 CY 50.00 L1, Rock Trench Excavation 0-10 CY 75.00 !2. Rock Trench Excavation 0-15 CY 100.00 A. Rock Trench Excavation 0-20 CY 150.00 .4. Formation of Sub grade SY 49820 1 .50 7,230 .5 Subbase Gravel CY 800 15 .00 129000 6. Processed Aggregate TONS 1 735 .16 .00 27 760 7. Common Borrow CY 10.00 8. Gravel Borrow CY 15 . 0 c� 9. 1_1 " Bituminous Con,:rate ; 18,675 (Class I) TONS 415 45 . 00 0. 1_1 L2 Bituminous Con :rate (Class II) TONS 415 50.OU 20,750 1. Six inch Asphalt Lip -urbifig LF 39040 3 . 00 99120 2 Road Widening Complete SY 20.00 .! .Varies Varies Sub-Total '}. : r. .'� •., 199 f • ; ' �� :•,�, 'ter;.; r UVNU NSTIMATE FORM Unit •Item• Description Unit Quantity Price Cost 23. Concrete Sidewalk 4 Wide LF 3 040 25 . 00 769000 STORM DRAINAGE SYSTEM COMPONENTS 24. 60 ' RCP Class In Place LF 130. 00 25. 54" RCP Class In Place LF 100.00 26. 48" RCP Class In Place LF 75 .00 _ 27. 42" RCP Class In Place LF 65 . 00 28 . 36" RCP Class In Place LF 60. 00 29. 30" RCP Class In Place LF 50 . 00 30. 24" RCP Class •In Place LF 206 42 . 00 89652 31. 21"* RCP Class In Place LF 40 .00 32. 18" RCP Class In Place LF 356 35 .00 12,460 33. 15" RCP Class In Place LF 687 30. 00 209610 POLYETHENE PIPE •34. 8" ADS-N-12 or Equal 21 .00 35. 10" ADS-N-12 or Equal 22 .50 36. 12" ADS-N-12 or Equal 24 . 00 37. 15" ADS-N-12 or Equal 25 .50 38. 18" ADS-N-12 or Equal 28 .00 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 15 .00 40. 8" PVC SDR 35 In Place LF 20 . 00 RIPRAP 41. Modified Ripra2 CY 47 45 .00 29115 42. Intermediate Riprap CY 45 .00 43. Standard Riprap CY 1 45 .00 Page 2. Sub-Total $1199837 Ito i r, t $OND IESTIMA`rE FORM . Unit Item% Description Unit Quantity Price Cost DRAINAGE STRUCTURES 44. Type "C" Catch Basin EA 15 1500.00 229500 45. T e "C" Double Grate EA 2000.00 46. Type "C-L" Catch Basin EA 1500600 47. Manhole EA 1 1500.00 1 9500 48. Manhole With-Drop Inlet EA 2500.00 490 Manhole Over Ten Feet EA 2000. 00 50. Headwall EA 51. Endwall EA 52• ' X Box Culvert LF 53. 15" Flared End EA 350. 00 54. 18" Flared End EA 400.00 400 55. 24" Flared End EA 500.00 500 56. 36" Flared End EA 850 . 00 57. 6" PVC Footing-Drain LF 600 99,000 58. 590 . SANITARY SEWER COMPONENTS 50. 12" PVC In Place SDR 35 LF 40.00 51. 10" PVC In Place SDR 35 LF 37 . 00 i2• 8" PVC In Place SDR 35 LF 1 ,1 30 35 . 00 39,550 i3. 6" PVC In Place SDR 35 laterals LF 543 30 . 00 169290 * Varies •, :Page 3 Sub-Total $ 899740 30ND 9STIMATE Unit Item I Description UnitQuantity - Price Cost ` SANITARY SEWER STRUCTURES 64. Sanitary Manhole EA 5 1500.00 7 0 65. Sanitary Manhole w/Drop Inlet EA 2500 .00' 66. Sanitary Manhole over 10 FT. EA 2000 .00 67. 68. 69. 70. STRUCTURES & MISC. ITEMS 71. Retaining Wall EA 72. Fence (Type: EA 73. Guide Rail T es EA 74. End Anchorage (Typet EA • 100.00 75. Guide Post EA 76. Pavement Markin LF 1 $520 1 .50 29280 • 77. Street Signs EA 1 75.00 75 78. Traffic Signs EA 2 75 .00 150 79. Street Li hts EA 4 1000 .00 4.000 60. Furnishing/Placing Furnishing/Placing Topsoil SY 5,700 2.50 14,250 81. , Fertilizing, Seeding and 59700 2 .50 149250 mulchingSY 82. Trees EA 42 150 .00 69300 83. Maintenance/Protection of Traffic LS * Varies , Page 4. Sub-Total $48 9805 n s ,ON* ESTIMATE FORM Unit :tem Descri tion Unit Quantity Price Cost 14. Construction StakingLS NEC * 10,000 j5. As-Builts LS NEC '6. Iron Pins EA 26 100 .00 29600 :7 . Concrete Monuments EA 250 .00 18. Landscaping - LS l 9. .30•r700- )0. )l. utl e t 00 1 5 oo )2. Fi 1 ter Fabric SF 7,000 1 .50 10,500 Q. Sub-Total Page 1 $ 1989745 Sub-Total Page 2 $ 119,937 Sub-Total Page 3 $ 89,740 Sub-Total Page 4 $_;�g„gp.� Sub-Total Page 5 $ 94.800 Sub-Total $ 551 .927 _ 25% Contingencies x Sub-Total: $ 1379992 TOTAL $ 689,909 ' * Varies Page 5. fq YTjov s 1540 SULLIVAN AVENUE SOUTH WIN DSO R CONN. 06074 AREA CODE 203/644-2511 R.CQI� December 20, 1993 Jean Marc Jacques JMJ Construction Company, Inc. 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques : Re: Appl . #92-15P, Dart Hill Phase III Subdivision Appl. #93-09P, Dart Hill Phase IV Subdivision This is to advise that the Planning and Zoning bondscommission votes : on December 14 , 1993 to reduce the subdivision Dart Hill Ph. III reduced from $327 , 000 to $165 . 000 Dart Hill Phase IV from $690 , 000 to $392, 000 . Please forward amendments to the letters of credit we are currently holding showing these reductions . Thank you. PLANNING & ZONING COMMISSION: Marshall Montana Secretary MM/mrl cc: Town Engineer 1 1993 may•`:t,h��i?tsar 3 ,leering 01 APR-12-94 TUE 09 :03 AM 52ISOURCE 20361416488 P 01 mbm ;A-7 . fe;kRQJZC'rCL� NT! 'r Conatx uo•�J_On60:0 It1lin��,Oti �ad South South Windsor? �Z' 0�09� April 5, 19'D4 him To-'at r og.u,itr 8t a e8mt�1� Qf soil ��► as follows: 1 MP u. .PT r-h,�,art1 t7 Ql]► Cliant 6067 rrashad Graves r11ingt.e5n Pit (memwx) CT DOT 2POL-M � R � 14b 3.00•a_ ;L00 40 �tti mQs � job apc T�3 t method ARC e��ep� in full , witrLout tho e3�t m�� not Pal duplicated, Thiti ltdp of Val. Wrjtt I!kn �pp7c4�f�1� CIll TIC,81 OT Phone, 203r d ,b{Sty * raxi � �.?idt 1Pl4rttl��a' t#d. e 02 - ---------- ----------_,. _-----^--- -----_-�_ .. ..-. Tf f�tIS C'T I " HF-PORT �s ?d&U&Ot aU 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 mac, r�dSOR•COC AREA CODE 203 644-2511 April 5, 1994 Mr. Jean Marc Jacques JMJ Construction Co. 658 Ellington Road South Windsor, CT 06074 RE: DART HILL ESTATES Dear Mr. Jacques: We have observed some of your construction vehicles carrying 85,000 to 120,000 pound loads on the streets in Dart Hill Estates . This must stop immediately! These streets are designed to carry a maximum of H-20 loading and you are far exceeding this maximum. Irreparable damage to the street surface and subsurface will happen if you do not cease this practice. It is understood that these streets have not as yet been accepted by the Town of South Windsor. However, if this practice continues and the roads are damaged, you will be required to rebuild these to Town standards before we accept the roads . If you have any questions, please call me at 644-2511, Ext. 245 . Very truly yours, A -In 44IL4-11 4- 4 err C. I zzet , P.E. To Engifraer JCl/jsv cc: Michael J. Gantick, Director of Public Works Lester A. Braddock, Engineering Assistant A. Bowen Davies, Deputy Town Engineer 0 04 �' •� 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 ✓ AREA CODE 203/644-2511 sox•co� ,• April 5, 1994 Mr. Jean Marc Jacques JMJ Construction Co. 658 Ellington Road South Windsor, CT 06074 RE: DART HILL ESTATES. Dear Mr. Jacques : We have observed some of your construction vehicles carrying 85, 000 to 120,000 pound loads on the streets in Dart Hill Estates . This must stop immediately! These streets are designed to carry a maximum of H-20 loading and you are far exceeding this maximum. Irreparable damage to the street surface and subsurface will happen if you do not cease this practice. It is understood that these streets have not as yet been accepted by the Town of South Windsor. However, if this practice continues and the roads are damaged, you will be required to rebuild these to Town standards before we accept the roads . If you have any questions, please call me at 644-2511, Ext. 245 . Very truly yours, err C. I zzet , P.E. To Eng, er ,, /1 �• 30 , 's V44= 4w 04 cc: Michael J. Gantick, Director of Public Works ' Lester A. Braddock, Engineering Assistant • , A. Bowen Davies, Deputy Town Engineer RECEIVED JUN 7 1994 Dart Hill Realty, Inc. IL WINDSOR PLANNING DEPT. CONSTRUCTION SPECIALISTS 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203) 282-0628 OR 644-8136 June 6, 1994 Planning & Zoning Commission Town of SOuth Widdsor 1540 Sullivan Ave South Windsor, Ct. 06074 RE: DART HILL ESTATES SECTION IV Mr. Thomas Murrin, Chairman: We are requesting to be place on your next agenda for a Bond reduction for Section IV, Dart Hill Estates. If you have any questions, please do not hesitate to contact us at 282-0828 Thank you. Sincerely, Jean-Marc Jacques President v _1UWH OF SOU111 WINUSOR__._ . •. s BOND ESTIMATE FOM PROJECTi nart H I V Estates_ Section 4 STREETt Heatherwood P&Z.I.U.: s� HYYPpa Proj. #96-86 ENGINEER= R_F_H,yyoR b AssoC. �"'i993 CALENDAR YEAR DATE: ol�, , �f!�1'1% • i¢ 3 Unit Item Description Unit _Quantity Price Cost 1. Clearina & Grubbing LS 2. Stri & Stockpile Topsoil CY I 4nn 2.00 v 3. Earth Excavation (Excluding Roadway & Trench CY 10.00 4. Roadwa *Excavation CY 6,740 • 12.00 _80,880 0 5. Earth Trench Excavation 0-4 CY 275 10.00 2,750 6. Earth Trench Excavation 0-10 CY 1,190 12.00 14,280 � 7. Earth Trench Excavation 0-15 CY 15.00 8. Earth Trench Excavation 0-20 CY 18.00 9.. Roadway Excavation Rock CY 50.00 10. Rock Trench Excavation 0-4 CY 50.00 11. Rock Trench Excavation 0-10 CY 75.00 12. Rock Trench Excavation 0-15 CY 100.00 13. Rock Trench Excavation 0-20 CY 150.00 14. • Formation of Sub grade SY 4,820 1.50 7,230 ?Z 30 D � pp0 15. Subbase Gravel CY 800 15.00 12,000 � �Z/ 16: Processed Aggregate TONS 1 735 .16.00 27,760 7,7740 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 19. 1 " Bituminous Concrete D D -(Class I TONS 415 45.00 18,675. �a�67� 20. 1_112 " Bituminous Concrete 415 20,750 Z�7f T 7'0/7-� v Class II). TONS 50.00 21. Six inch Asphalt Lip Curbing LF 3,040 3.00 9,120 1Z 3/0670 22. Road Widening Complete SY 20.00 -------------------- • :t• 7-M i Varies Sub-Total $198 9S, � >77,L ra r-.266 - BOND ESTIMATE FORM 1. Unit Item Description Unit Quant. t Price Cost 23. Concrete Sidewalk 4 Wide LF 3,040 2-9.00 76,000 STORM DRAINAGE SYSTEM COMPONENTS 24. 60" RCP Class In Place LF 130.00 25. 54" RCP Class In Place LF 100.00 26. 48" RCP Class In Place LF 75.00 27. 42" RCP Class In Place LF 65.00 2P. 36" RCP Class In Place LF 60.00 29. 30" RCP Class In Place LF 50.00 30. 24" RCP Class In Place LF 206 42.00 8,652 0 31. 21" RCP Class In Place LF 40.00 32. 18" RCP Class In Place LF 356 35.00 12,460 C� 33. 15" RCP Class In Place LF 687 30.00 20,610 O POLYETHENE PIPE -34. 8" ADS-N-12 or Equal 21.00 35. 10" ADS-N-12 or Equal 22.50 36. 12" ADS-N-12 or Equal 24.00 37. 15" ADS-N-12 or Equal 25.50 38. 18" ADS-N-12 or Equal 28.00 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 15.00 40. 8" PVC SDR 35 In Place LF 20.00 RIPRAP r ,41. Modified Riprap CY 47 45.00 2,115 42. Intermediate Riprap CY 45.00 43. Standard Riprap CY 45.00 Page 2. ek Sub-Total $119 • J BOND ESTIMATE FORM . } Unit Item Description Unit QuantityPrice Cost • DRAINAGE STRUCTURES 44_ Type "C"Catch Basin EA 15 1500.00 22,500 37� 45. Type "C" Double Grate EA 2000.00 46. Type "C-L" Catch Basin EA 1500.00 47. Manhole EA 1 1500.00 1,500 d 48. Manhole With Drop-Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50, Headwall EA 51. Endwall EA 32. X Box Culvert LF . 53. 15" Flared End EA 350.00 54. 18" Flared End EA 1 400.00 400 55. 24" Flared End EA 1 500.00 500 56. 36" Flared End EA 850.00 57. 6" PVC Footing Drain LF 600 9,000 58. 59. SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40.00 61, 10" PVC In Place SDR 35 LF 37.00 62. 8" PVC In Place SDR 35 LF 1 ,130 35.00 39,550 63. 6" PVC In Place SDR 35 laterals LF 543 30.00 16,290 zsv t C_$, t+s 55.us wor i' Ay f3� ni�ivP�S Ev C 8'4 w y IV p PPF ADJ usm * Varies •• ' •Page 3 Sub-Total $ 89 ¢j DDD BbND ESTIMATE �¢'/f Unit ��� Item Description Unit Quantit Price Cost gj SANITARY SEWER STRUCTURES 64. Sanitary Manhole EA 5 1500.00 7 �Zxb 65. Sanitary Manhole w/Drop Inlet EA 2500.00' 66. Sanitary Manhole over 10 FT. EA 2000.00 67. 68. 69. _ 70. STRUCTURES & MISC. ITEMS 71. Retaining Wall EA 72. Fence (Type: EA 73. Guide Rail (Type: EA 74. End Anchorage (Type: EA 75. Guide Post EA 100.00 76. Pavement Marking LF 1 ,520 1.50 2,280 Zd ZZcS ' 7•r 77. Street Signs EA 1 75.00 75 78. Traffic Signs EA 2 75.00 150 /S'b 79. Street Lights EA 4 1000.00 80. Furnishing/Placing Furnishing/Placing Topsoil SY 5,700 2.50 14,250 81. Fertilizing, Seeding and 5,700 14,250 MulchingSY 2.50 82. Trees EA 42 150.00 6,300 83. Maintenance/Protection of Traffic LS * Varies , -Total Page 4. Sub t M BONG ESTIMATE FORM • Unit /�J7 Item Description Unit Quantity Price Cost O 84. Construction Staking LS NEC * 10,000 85. As-Builts LS NEC zeoo l q0a 86. Iron Pins EA 26 100.00 2,600 DOU � 87. Concrete Monuments EA 250.00 S� 88. Landscaping LS * '��� 89. ra- /,l�00 d DD 0 90. * 0 91. Outlet'Str cture 1-5on92. O Filter Fabric SF 4G40 1.50 10,500 �g6� 3�7`V 93. . 1p'71 Sub-Total Page 1 $ 198,745 Z3/*2j Sub-Total Page 2 $ 114 817 Sub-Total Page 3 $ p p Sub-Total Page 4 $ 1 nR R Sub-Total Page 5 94,,800 O Sub-Total $ 551 .927 Z87/ -� 25% Contingencies x Sub-Totals $ 137.982 TOTAL $ 689,909 72<T- ! Z 41i3 77/Z 7g,72 n° z 3 3 6rl,7k /071;44P% DOU 7 2r * varies 3923�59•� 3 i Page144/00d cam' L • •10WN OF SOUiII WINDSOR BOND ESTIMATE FORM PROJECTi nart Hi11' ctates. Section 4 STREET:,Heatherwood Hyyppa Proj, #96-86� � 17-,rl 9� M.I.D.1 993 CALENDAR YEAR ENGINEERS R_E_Hyynn, as b Assoc.Q1,� DATE R/17/93 Unit Item Description Unit Quantity Price Cost 1. Clearing & Grubbin LS Nee2,500O r 2. Strip & Stockpile Topsoil CY 1 Ann 2.00 � 3. Earth Excavation 10.00 (Excluding-Roadway & Trench CY 4. Roadwa 'Excavation CY 6.740 12.00 80,880 • 5. Earth Trench Excavation 0-4 CY 275 10.00 2,750 6. Earth Trench Excavation 0-10 CY 1,190 12.00 14,280 7. *Earth Trench Excavation 0-15 CY 15.00 8. Earth Trench Excavation 0-20 CY 18.00 9. Roadway Excavation Rock CY 50.00 10. Rock Trench Excavation 0-4 CY 50.00 11. Rock Trench Excavation 0-10 CY 75.00 12. Rock Trench Excavation 0-15 CY 100.00 13. Rock Trench Excavation 0-20 CY 150.00 14. Formation of Sub grade SY 4,820 1.50 7,230 7Z 15. Subbase Gravel CY 800 15.00 12,000 / v 16. Processed Aggregate TONS 1,735 .16.00 27,760 17. Common Borrow CY 10.00 18. Gravel Borrow CY 15.00 19. 1_�!� " Bituminous Concrete ; 18.675 /ODD i 67J' O Class I TONS 415 45.00 20. 1-1/2 " Bituminous Concrete 415 50.00 20+750 zwi7TD op Class II . TONS 9,120 /� O 21. Six inch Asphalt Li Curbin LF 3,040 3.00 / 22. Road Widening Com lets SY 20.00 Varies Sub-Total $198 / -� / 7v i3 'g7 • BOND ESTIMATE FORM 1. Unit Item Description Unit Quantitv Price Cost ' 23. Concrete Sidewalk 4 ' Wide LF 3,040 25.00 76.000 STORM DRAINAGE SYSTEM COMPONENTS 24. 60•' RCP Class In Place LF 130.00 _ 25. 54" RCP Class In Place LF 100.00 26. 48" RCP Class In Place LF 75.00 _ 27. 42" RCP Class In Place LF 65.00 2P. 36" RCP Class In Place LF 60.00 29. 30" RCP Class In Place LF 50.00 30. 24" RCP Class In Place LF 206 42.00 8,652 C 31. 21" RCP Class In Place LF 40.00 32. 18" RCP Class In Place LF 356 35.00 12,460 C� 33. 15" RCP Class In Place LF 687 30.00 20,610 O POLYETHENE PIPE -34. 8" ADS-N-12 or Equal 21.00 35. 10" ADS-N-12 or Equal 22.50 36. 12" ADS-N-12 or Equal 24.00 37. 15" ADS-N-12 or Equal 25.50 38. 18" ADS-N-12 or Equal 28.00 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 15.00 40. 8" PVC SDR 35 In Place LF 20.00 RIPRAP r ,41. Modified Ri ra CY 47 45.00 2,115 42. Intermediate Riprap CY 45.00 43. Standard Riprap CY 45.00 Page 2. Sub-Total $119,.83'f 7/// 5 1 y. 1 BOND 'ESTIMATB FORK. " Unit Item Description ! Unit Quantity Price Cost . DRAINAGE STRUCTURES i ! 44. T "C" Catch Basin EA 15 1500.00 22,500 37�'* 45. Type "C" Double Grate EA 2000.00 46. Type "C-L" Catch Basin EA 1500.00 47. Manhole EA 1 1500.00 1,500 Z 48. Manhole With Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50, Headwall EA 51. Endwall EA S2. X Box Culvert LF . 53. 15" Flared End EA 350.00 54. 18" Flared End EA 1 400.00 400 55. 24" Flared End EA 1500.00 500 56. 36" Flared End EA 850.00 57. 6" PVC Footing Drain LF 600 9,000 0 58. 59. SANITARY SEWER COMPONENTS 60. ' 12" PVC In Place SDR 35 LF 40.00 61, 10" PVC In Place SDR 35 LF 37.00 62. 8" PVC In Place SDR 35 LF 1,130 35.00 39,550 63. 6" PVC In Place SDR 35 1 terals LF 543 30.00 16,290 O ZSb t W C_g Nt�A '1a ar A DJ usrED. * Varies - ' Page 3 Sub-Total $ 89 BOND ESTIMATE Unit Item Description Unit uantit Price Cost 3 SANITARY SEWER STRUCTURES 64. Sanitary Manhole EA 5 1500.00 �Z " 65. Sanitary Manhole w/Drop Inlet EA 2500.00' 66. Sanitary Manhole over 10 FT. EA 2000.00 ' 67. 69. _ 70. STRUCTURES 6 MISC. ITEMS 71. Retaining wall EA 72. Fence (Type: EA 73. Guide Rail (Type: EA 74. End Anchorage es EA 75. Guide Post EA 100.00 LF 1,520 1.50 2,280 Zd 76. Pavement Markin 6 • EA 1 75.00 75 r 7.r 77. Street Signs 78. Traffic Signs EA 2 75.00 150 79. Street Lights EA 4 1000.000 y80. Furnishing/PlacingTopsoil SY 5 700 2.50 14 250 ¢Z�?> 81. Fertilizing, Seeding and 5,700 2.50 14,250 MulchingSY EA 42 150.00 6,300 82. Trees � 83. Maintenance/Protection of Traffic LS * Varies, Page 4. Sub-Total $48 05 4 Zi In BONG ESTIMATE FORM Unit Item Description Unit Quantitv Price Cost 84. Construction Staking LS NEC * 10.000 85. As-Builts LS NEC 5-000 zboo Z�ov 86. Iron Pins EA 26 100.00 2,600 / 87. Concrete Monuments EA is 250.00 41000 88. Landscaping LS 89. 30.700. 3o�7O0 p�7ov 90. * in nnn 91. Outlet' t ucture 1.5onO 92. Filter Fabric SF 44-,k� 1.50 10,500 93. _6 7, 93 Sub-Total Page 1 $ 198,745 g�-�r�,� 7�3,?✓�7J Sub-Total Page 2 $ 119 A-17 Sub-Total Page 3 $ 9 f UQ Sub-Total Page 4 $ ..aaTgps Gti7 ZGD Sub-Total Page 5 S 94_son Sub-Total S 551.927 07/ 25% Contingencies x Sub-Totals $ 137,987 _ TOTAL $ 689,909 3 3 �• s�i l z 4lii 3 9 L&-Fr= 3 j, /n 4WPc s 3 3 CS r 7 �� * Varies y3 9 Z a Page 5. _ ,o a t; . DOND ESTIMATE FORK PROJEGTl,n�rt Hi'11•_Estates. Section 4 STRkET: Heatherwood Hyyppa Pro3 . #96-86 P&Z ,I.V. t ENGINEER! 993 CALENDAR YEAR DATES 23193- r 6/22/94' Unit Item Descri do Unit uantit Price Cost 1. Clearin & Grubbin LS j -0' * '0' 2 . Strip & Stockpile Topsoil CY -0- 2.00 -0- 3. Earth Excavation Excludin Roadwa & Trench CY 10.00 4. Roadway' Excavation CY -0- 12.00 5. Earth Trench Excavation 0-4 CY -0 10.00 -0- 6. Earth Trench Excavation 0-10 CY 12.00 -0- 7. •Earth Trench Excavation 0-15 CY 15.00 8. Earth Trench Excavation 0-20 CY 18.00 9, RoadwaX Excavation Rock CY 50.00 10. Rock Trench Excavation 0-4 CY 50.00 11•1 Rock Trench Excavation 0-10 CY 75.00 12. Rock Trench Excavation 0-15 CY 100.00 13. Rock Trench- Excavation 0-20 CY 150.00 14 . Formation of Sub grade SY -0- 1 .50 "0- 15. Subbase Gravel CY _ 15.00 -0. 16. Processed Aggregate TONS .16 .00 17. Common Borrow CY 10.00 10. Gravel Borrow CY 15.00 19. 1_ Bituminous Concrete 0- lass I TONS -0� 45.00 20. 1-1/2 Bituminous Concrete 415 50.00 209750 Class II TONS 21. Six inch Asphalt Lip Curbingg LF -0- 3.00 -0- 22. Road Widening Complete Sy 20.00 fk .' , • •. Varies �.��: . R Sub-Total $ 201,750 •Ir' �-M E3UND ESTIMATE FORM • Unit [tem Description Unit ___ QuantitX Price Cost 13. Concrete Sidewalk 4 ' Wide LF 25 ,001 3,000 STORM DRAINAGE SYSTEM COMPONENTS 14 . 60" RCP Class In Place LF 130.00 15=4" RCP Class In Place LF 100.00 !6. 48" RCP Class In Place LF 75.00 !7. 42" RCP Class In Place LF 65.00 !8 . 36" RCP Class In Place LF 60.00 .9. 30" RCP Class In Place LF 50.00 10: 24" RCP Class In Place LF -0- 42.00 -0- {1. 21" 'RCP Class In Place LF 40.00 12. 16" RCP Class In Place LF _ _ 35.00 -0- I3. 15" RCP Class In Place LF - _ 30.00 -0- POLYETHENE PIPE ►4. 8" ADS-N-12 or Equal 21.00 '�5. 10" ADS-N-12 or Equal 22.50 6. 12" ADS-N-12 or Equal 24 .00 7. 15" ADS-N-12 or Equal 25.50 �8. 18" ADS-N-12 or Equal 20.00 UNDERDRAINS 9. 6" PVC SDR 35 In Place LF 15.00 0. 8" PVC SDR 35 In Place LF 20.00 RI_ a 1. Modified Riprap CY i V 45.00 855 2. Intermediate RipraR CY 45,00 3. Standard -Ril2ral2 CY 45.00 Page 2• '' Sub-Total $ 39855 )ND EST.IMAVrE FORM . Unit .em Description Unit _- Quantity Price Cost DRAINAGE STRUCTURES I_Ty a "C" Catch Basin EA 0- 1500.00 -0- i. Type "C" Double Grate EA 2000.00 i. T e "C-L" Catch Basin. EA 1500,00 1. Manhole EA 4.- 1500.00 -0- 3. Manhole With Drop Inlet EA 2500.00 �. Manhole Over Ten Feet EA 2-000.00 D. Headwall EA 1. Endwall EA t. X Box Culvert LF 3. 15" Flared End EA 350.00 ' f i I. 18" Flared End EA -0- 400.00 -0- i. 24" Flared End EA -0, 500400 -0- i. 36" Flared End EA 850.00 1.. 6" PVC Footing Drain LF -0- _0_ SANITARY SEWER COMPONENTS ). 12" PVC In Place SDR 35 LF 40.00 1. 10" PVC In Place SDR 35 LF 37 .00 !. 8" PVC In Place SDR 35 LF -0. 35.00 -0- 1. 6" PVC In Place SDR 35(laterals) LF -0- 30.00 -0- * Varies �► i .Page 3 Sub-Total $ -0- BOND ESTIMATE • Unit Item Descri tion Unit Quantity Price Cost ` SANITARY SEWER STRUCTURES 64. —Sanitary Manhole EA -0- 1500.00 -0- 65. Sanitary Manhole w/Drop Inlet EA 2500,00' 66. Sanitary Manhole over 10 FT. EA 2000.00 67. 680 690 700 -• STRUCTURES 6 MISC. ITEMS * 71.. Retaining-Wall EA 72. Fence (Type: - EA 73. Guide Rail T e: EA 74, End Anchorage (Type: EA 75. Guide Post EA 100.00 76, Pavement Marking LF 1 9520 1 .50 2 9280 77 . Street Signs EA Q 75 .00 -0- — 78. Traffic Signs EA 75.00 79. Street Lights EA 1000.00 1,00o 80. Furnishing/Placing Furnishing/Placing Topsoil SY _ fi 2.50 - 81. Fertilizing, Seeding and Mulching SY 393 2.50 982.50 82. Trees EA 42 150.00 69300 930 Maintenance/Protection of Traffic LS * Varies , , • Page 4. Sub-Total $ 10,637.60 . ' M ONO ESTIMATE FORM' '" Unit tem Description Unit _- Quantity Price Cost 4. Construction Staking LS -0- * -0- 5. As-Bui-lts LS 601 remaining 3 000 6. Iron Pins EA 19 100.00 10900 7. Concrete Monuments EA 16 250.00 B. Landscapinci LS 9' .g6n 00 notontion Racin -0- * -0- 1 Outl e - -2. Fi 1 ter Fabric SF 1 .50 -3475-0 3. Sub-Total Page 1 $ 209750.00 Sub-Total Page 2 $ Sub-Total Page 3 $ - - , • Sub-Total Page 4 $ 10 9637.50 Sub-Total Page 5 $_ 16,110.00 Sub-Total $__51 0352.50 25% Contingencies x Sub-Totals $ 129838.12 TOTAL $ 64,190.62 •. '• * Varies Page 5. MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer fir DATE: July 18, 1994 RE: DART HILL ESTATES PHASE IV We have reviewed the request for a bond reduction for Phase IV of Dart Hill Estates and recommend that it be reduced to $141,000 . 00 . Attached for your file is a copy of the bond estimate. JCl/jsv Attachment co 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR ca AREA CODE 203/644-2511 July 21, 1994 Jean Marc Jacques JMJ Construction Company, Inc . 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques : Re: Appl . #93-09P, Dart Hill Phase IV Subdivision This is to advise that the Planning and Zoning Commission voted on July 19 , 1994 to reduce the subdivision/site bond for the above-referenced project from $392 , 000 to $141 , 000 . Please forward an amendment to the bond we are currently holding showing this reduction at your earliest convenience. Thank you . Very truly yours , PLANNING & ZONING COMMISSION 6 Frank A. Castro, Vice Chairman FAC/pmm cc: Town Engineer June 23, 1994 To: Town Engineer of South Windsor From: Richard Shonty 152 Rimfield Dr. South Windsor, Conn. 06074 291-0161 I an presently having a have built at Dart Hill Estates, Lot # 65, by JMJ Construction . The builder provides two small trees with the landscaping, I an asking permission to have one tree planted in the front yard and the second tree planted in the back yard. Sincerely Yours, Richard Shonty, Hawowner DP JUN 2 3 IW4 South Windsor BUILDING DEPARTMENT ■ esigQRECEIVinc. ED rofessionals, SEP Ib- 1994 civil engineers • planners • surveyors ■ A WINDSOR PLANNING DEPT. September 15,1994 Marcia Banach,Planning Director John McCahill,Zoning officer Town of South Windsor 1540 Sullivan Avenue South Windsor,CT 06074 Dear Marcia & John: Re: Temporary Soil Stockpile Areas Lawrence Road & Dart Hill Estates South Windsor,Connecticut Project No. 94-753 It has been brought to our attention that our client, Jean Marc Jacques, has a substantial soil stockpile remaining in his Dart Hill Estates project. There appears to be universal agreement among all parties, including Town staff and hamebuyers alike, that this stockpile should be removed in the near term. While soave of this soil will be used in the final stages of construction, inevitably sane will need to .be .trucked off-site. In its present location, the stockpile is beginning to interfere with hcrosites under construction. After conferring with Mr. Jacques, we estimate a soil surplus in the range of 51000 to 10,000 yards. our recndation is to relocate this material to a nearby location where it can be put to good use. Accordingly, we recmn_nd relocation of the surplus soil to a 27.88 acre tract recently acquired by Mr. Jacques which is immediately contiguous to Dart Hill Estates. This Lawrence Road site has many advantages: 1) First and foremost is proximity. It is well under a mile froan the existing stockpile, resulting in shorter truck trips and less truck traffic on South Windsor streets. 2) Total time to ccanplete this relocation activity will be reduced by days over alternate locations. frorn 3) Stockpile locations would be in excess of 200 feet site. Aysmall�llslot 4) JM7 can utilize this material at the Lawrence Road has been discussed with Town offf owhicnh several subdivision is now in design, and occasions. We have identified stockpile two locations, neither interfere with any construction activities prior to there distribution on the site. 441C Governors Highway, South Windsor, CT 06074 0 (203) 291-8755 0 FAX: (203) 291-8757 -2- 5) No tree removal is necessitated in that the stockpile locations are fields. 6) This will facilitate completion of Dart Hill Estates. Our client's proposal is to create two temporary soil stockpiles as depicted on the enclosed map, each containing no more than 5,000 yards. The source of the material would be the existing stockpile at Dart Hill Estates. Appropriate erosion control measures would be implemented as directed by Mr. McCahill, including silt fence. Vehicular routing would be as directed by Town staff. The soil would be trucked over a period not to exceed 15 workdays, with advance written notice to the Planning Department identifying those days (weather permitting) . Hours of opera- tion would be limited to 9:00 A.M. to 4:00 P.M. Mr. Jacques would like to proceed with this effort at the earliest possible date. This will allow for his staff to wrap up Dart Hill Estates in the near term. We understand the Planning & Zoning Commission might consider this matter as an agenda item at their September 20 meeting. Thank you in advance for your consideration of this request. Sincerely; DESIGN PROFFSSIONAIS,T.N'C. By: AiIXA 1,4�j A 14 Peter R. DeMa lMe Principal cc: Jean Marc Jacques ■ esign rofessionals, inc. ■ civil engineers • planners 0 surveyors 441C Governors Highway, South Windsor, CT 06074 • (203) 291-8755 • FAX: (203) 291-8757 �o.M N SF,c • G U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 203/644-2511 SOR•Co September 22 , 1994 Peter DeMallie Design Professionals , Inc . CORRECTED LETTER 441C Governor' s Highway South Windsor, Ct 06074 . Dear Mr . DeMallie: Re: JMJ Stockpile on Lawrence Road Property The Planning & Zoning Commission, at its meeting on September 20 , 1994 , approved JMJ' s request for a temporary topsoil StockpCleRto be located This in two stockpiles located on JMJ s property on Lawre material must be brought from the Dart Hill Phase IV Estates as requested, in a letter sent to the Commission. This approval is subject to strict adherence to the following conditions : 1 . The stockpiled material cannot remain at the Lawrence awer enc Road If site longer. than one ( 1 ) year until Sep it will be there longer, additional approval must be sought . 2 . The material must be brought to the Lawrence Road site over a w period of time not to exceed three ( 3 ) weeks , with advance written notice to the Planning Department identifying the three weeks . 3 . Hours of operation are limited to 9 : 00 a .m. to 4 : 00 p.m. on the three weekdays . 4 . Actual stockpile location plus erosion and sediment control measures must be coordinated with John McCahill in advance . The dead trees on Ellington Road associated with the approval of Dart Hill Estates , Phase IV must be replaced Very truly yours , PLANNING & ZONING COMMISSION Frank A. Castro, Vice Chairman FAC/pmm cc : Chief Building Official Town Engineer Zoning/Wetlands Enforcement Officer. t°w" sE'c o �s 4 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 0607 Cd AREA CODE 203/644-2511 R Co 4 September 22 , 199 Peter DeMallie Inc . Design Professionals , CORRECTED LETTER 441C Governor' s Highway South Windsor, Ct 06074 . Dear Mr. DeMallie: Re: JMJ Stockpile on Lawrence Road Property Commission, at its meeting on September 20 , 1994 , The Planning & Zoning topsoil stockpile to be located approved JMJ' s request for a temporary P in two stockpiles located on JMJ' s pro perty on LawrencetatedS . asThis e IV mat erial must be brought from the Dart HilionhasThis approval is subject requested, in a letter sent to the Coconditions : to strict adherence to the following 1 . The stockpiled mat erial cannot remain at the Lawrence Road If - until September 20 , 1995 . site longer than one ( 1 ) year additional approval must be sought . it will be there longer, material must be brought to the Lawrence Roadhsite over a 2 . The weeks ,period of time not to exceed nthDeea�tment identifying the written notice to the Planning P three weeks . 3 . Hours of operation are limited to 9 : 00 a .m. to 4 : 00 p.m. on the three weekdays . ck ile location plus erosion and sediment control 4 . Actual sto p measures must be coordinated with John McCahil in advance . 7 . The dead tre es on Ellington Road associated with the approval of Dart Hill Estates , Phase IV must be replaced. Very truly yours , PLANNING & ZONING COMMISSION Frank A. Castro, Vice Chairman FAC/pmm cc: Chief Building fficial Town Engineer Zoning/Wetlands Enforcement Officer a N sE ;a o C � U 9 � 1540 SULLIVAN AVENUE SOUTH WINDSOR. O N N. 06074 AREA CODE 203/644-2511 September 26 , 1994 Joseph F . Luzzi CORRECTED LETTER JFI Associates 75 Commerce Way South Windsor, CT 06074 Dear Mr. Luzzi : Re: Appl #87-28P, JFI Subdivision, Phase II tember 20 , 1994 , The Planning & Zoning Commission, at its meeting on Sep subdivision improvements for the approved a 60 day extension to complete above-refe renced subdivision. The new expiration date to complete is January 4 , 1995 . Very truly yours , pLANNING & ZONING COMMISSION Frank A. Castro, Vice Chai an FAC/pmm cc : Chief Building Official Town Engineer Assessor Superintendent of Pollution Control Registrars Fire Marshal 17 7 . r � Dart Hill Realty, Inc. CONSTRUCTION SPECIALISTS 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203)282-0628 OR 644-8136 March 14, 1995 Planning & Zoning Commission Town of South Windsor 1540 Sullivan Ave South Windsor, Ct. 06074 Attn: Mr. Russell Levack, Chairman We would like to go on maintenance at Section IV, Dart Hill Estates. If there is any questions please let us know as soon as possible. Thank You. Sincerely, Muriel Jacqu s Vice President : y a4 ro 7-7� qw f� f ,,, S en --A 5� V� .aoSONvnMl^p5 4Los �M Hyn°S �o NMol OS4N o y o 2 2 ;; rjK M Ai! 1Z"1'`1 aie Sri 74 HEATH x 41E 1 4 ♦.' r+9,N[J'Yt N, P 4`: ..':. POND 9 UA Av L 41 t 44 .'ov t l V 'r 04�in,. z 11 p N ► 13 RIMFIE.LO _ — 41 R-1-V-E _ 1 O , v o Q 4-4 n4-V f -,P r"cd ?F1 !1 L, -V 40. Al 424 � ::/-,rA7v-j*w 40-4 ����f�.,�•d�c„ �,y� ',,-��s-rimer-�.arz�d s� ������/ s'�l1 ��-�'�. �Z=�/-7�7� / 77M ✓,,4f J l7�ssi v . l 71V 3r2✓::b� �#1., /AIG-e-r o v i 4&r7 13o>'7'` leg z-/� ,it�oir y v�3�sv��/O.r/ /f�i�•�'at/,�{. , f �/Pz-°-C e-- 4-/ A / r 1 (/ /l44 Z Al 02,0 7-/y-`�`f v 5� sue' 12'� r� -109 gp.✓ i3�Lst"'G14;- � l 'I OWN OF SOUT]I WINDSOR.. a BOND ESTIMATE FORM PROJECTi Hart H;11'Fetatee_ Section 4 STREET:-athe►ti►ood Hyyppa Proj. #96-86 / P .I Akfj ENGINEENGINEERS R F_Hyy,ea 6 AsspC.Q'u 993 CALENDAR YEAR DATES . Unit Item Description Unit Quantit Price Cost 1. Clearing & Grubbing LS Npr2,500D 2. Strip i Stockpile Topsoil CY i ann 2.00 V 3. Earth Excavation ' (Excluding RoadwaX i Trench CY 10.00 4. Roadwa Excavation CY 6.740 12.00 _80,880 0 5. Earth Trench Excavation 0-4 CY 275 10.00 2.750 0 V 6. Earth Trench Excavation 0-10 CY 1,190 12.00 14,280 7. Earth Trench Excavation 0-15 CY 15.00 S. Earth Trench Excavation 0-20 CY 18.00 9. Roadway Excavation Rock CY 50.00 10. Rock Trench Excavation 0-4 CY 50.00 11. Rock Trench Excavation 0-10 CY 75.00 12. Rock Trench Excavation 0-15 CY 100.00 13. Rock Trench Excavation 0-20 CY 150.00 14. Formation of Sub grade SY 4,820 1.50 7,230 7Z:!,00 15. Subbase Gravel CY 800 15.00 12,000 /Z/ 16: Processed Aggregate TONS 1 735 16.00 27,760 Z-7 760 17. Common Borrow CY 10.00 IS. Gravel Borrow CY 15.00 19. 1_t r� Bituminous Concrete �8'6��" Class I TONS 415 45.00 18,675 20. 1-112 Bituminous Concrete 415 20,750 Zoe 7J"D O Class II). TONS 50.00 21. Six inch Asphalt Lip--Curbific LF 3,040 3.00 9.120 3�OO 22. Road Widening Complete SY 20.00 3.Varies Z3 Sub-Total so 98 9ss ,7J7� •(. t << G� RI 7 gnu. ro se Exe,�wAM BOND ESTIMATE FORM "f'!9 X© Unit Item Description Unit Ouantitv Price Cost 23. Concrete Sidewalk 4 Wide LF 3,040 25.00 76,000 7!i/000 3/ r STURM DRAINAGE SYSTEM COMPONENTS 24. 60" RCP Class In Place LF 130.00 _ 25. 54" RCP Class In Place LF 100.00 26. 48" RCP Class In Place LF 75.00 27. 42" RCP Class In Place LF 65.00 2P. 36" RCP Class In Place LF 60.00 29. 30" RCP Class In Place LF 50.00 30. 24" RCP Class In Place LF 206 42.00 8,652 C 31. 21" RCP Class In Place LF 40.00 32. 18" RCP Class In Place LF 356 35.00 12,460 C� 33. 15" RCP Class In Place LF 687 30.00 20,610 G POLYETHENE PIPE 34. 8" ADS-N-12 or Equal 21.00 35. 10" ADS-N-12 or Equal 22.50 36. 12" ADS-N-12 or Equal 24.00 37. 15" ADS-N-12 or Equal 25.50 38. 18" ADS-N-12 or Equal 28.00 UNDERDRAINS 39. 6" PVC SDR 35 In Place LF 15.00 40. 8" PVC SDR 35 In Place LF 20.00 RIPRAP 41. Modified Ri ra CY 47 45.00 2,115 42. Intermediate Riprap CY 45.00 43. Standard Riprap CY 45.00 Page 2. Sub-Total $119 e //f / BOND ESTIMATE FORM. Unit w` Item Descri tion Unit Ouantitv Price Cost -- - .DRAINAGE STRUCTURES 1 44. Ty "C" Catch Basin EA 15 1500.06 22,500 'S7SZ* 45. Type "C" Double Grate EA 2000.00 46. T e "C-L" Catch Basin EA 1500.00 47, Manhole EA 1 1500.00 1,500 Z 48. Manhole With Drop Inlet EA 2500.00 49. Manhole Over Ten Feet EA 2000.00 50• Headwall EA 51. Endwali EA + 32. X Box Culvert LF 53. 15" Flared End EA 350.00 54. 16" Flared End EA I 400.00 400 55. 24" Flared End EA 500.00 500 O D 56. 36" Flared End EA 850.00 57. 6" PVC Footing Drain LF 600 9,000 58. 59. SANITARY SEWER COMPONENTS 60. 12" PVC In Place SDR 35 LF 40.00 61, 10" PVC In Place SDR 35 LF 37.00 62. 8" PVC In Place SDR 35 LF 1,130 35.00 39,550 O D 0 63. 6" PVC In Place SDR 35(laterals)LF 543 30.00 16,290 D - Z u's6-nor/N4Y Y NSA To * Varies•. , o0o -Page 3 Sub-Total i BOND ESTIMATE Unit 104,19 2 771/,+'` !'T ! 0 item Descri tion Unit Ouantity Price Cost J SANITARY SEWER STRUCTURES 0 64. Sanitary Manhole EA 5 1500.00 7.500 65. Sanitary Manhole'w/Drop Inlet EA 2500.00' 66. Sanitary Manhole over 10 FT. EA 2000.00 , 67. 68. 69. 70. STRUCTURES 6 MISC. ITEMS 71. Retainin Wall EA ' 72. Fence e: EA 73. Guide Rail e: EA 7 74. End Anchorage EA 00 100. 75. Guide Post EA ZZBU 76. Pavement Marking LF 1,520 1.50 2,280 L ed^ ?� 77. Street Signs EA 1 75.00 75 7`� /e 78. Traffic Signs EA 2 75.00 150 1-0 060 /r V•t�-c9 79. Street Lights EA 4 1000.00 -80. Furnishing/Placing Furnishing/Placing Topsoil SY 5.700 2.50 14.250 00(:) 81. Fertilizing, Seeding and 5.700 250 14,250 ��i Ziv MulchingSY . Gapp �7>00 �/ 82. Trees EA 42 150.00 6.300 / 63. Maintenance/Protection of Traffic LS * Varies. Page 4. Sub-Total $48 Z S O BONL ESTIMATE FORM Unit lZ�,��3 /(41-l�� /0 Item Description Unit Quantity Price Cost rnrn 0 * 10 00 ova 84. Construction Stakin LS NEC Poo J�000 Qr"v • � 85. As-Guilts LS NEC * ` l�OQ ` 26 100.00 2,600 Z4,D0 86. Iron Pins EA I,,�� !�000 W g�, Concrete Monuments EA 250.00 H1DOU �; 7� 99. Landscaping LS ''� 89. rravpl nrivp ry 300-0 * /f000 �DOO 90. O 91. utlet' r tur D Q 15 � 92• Filter Fabric SF �� 1.50 1 �� 3 Z G 7/ 0 3 � 2 93. _ 3J- Sub-Total Page 1 $ 198,745 qJ-r, #_ Z3/7`� Sub-Total Page 2 $ lig Sal Sub-Total Page 3 $ A9,740Zi Sub-Total Page 4 $ G�g,an_�— 7iz`� , g� to v 5� Sub-Total Page 5 $ 44 800 / � nQ' Z3/ 4/7 Sub-Total S 551.927 !�/r �� /i 25% Contingencies x Sub-Total: S 137,9882 1�44_ TOTAL $ 689,909 9/7ZS ' -- �z/4,I5 3 � 1,6-r= 3�9,331-Z.T" Grp= ?g��� 0 3 3 6S9.7&' /o° � 6l D Dl> /0�4m,*,t /�P .0140 7 2-S * varies 3923�59•�3 _ Page 5. .X�'y 3 127 / LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 4 1540 S'ULLIVAN AVENUE S SOUTH WINDSOR CT 06074 203 644-2511 DATE TO: Jetn MAY 8 L90 .` SO%H VOND30, r]VG.DEFT. r Oki rU- r o WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Copies A 1.. No. Pro ect c) A THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: �Pr4 V '-h L Copy to: From: S M AY 8 1995 Dart H91 R"Itr, Inc. South Windsor CONSTRUCTION SPECIALISTS Planning & Zoning Commission 658 ELLINGTON ROAD SOUTH WINOSOR, CT 06074 May 51 1995 (203)282-0628 OR 644-8136 Marcia A. Banaoh, AICP Director of Planning Town of South W ind oor 1540 Sullivan Avenue South Windsor, CT 06074 RE: APPLICATION # 93-09P - EXPIRING LETTER OF CREDIT We would like to be put an tho aggpO& for at reduction of the Bond on the above-roferencod application. We would like to actually go to the maintenance ravel, as our work is completed. Thank you so much for your, anticipated cooperation. Very truly yours, V^ JeaK'-Marc Jac:queg President, Dart Hill Realty c.c., Jerry C. Iazzette ` MEMORANDUM TO: Marcia A. Banach, Director of Pla ing FROM: Jerry C. Iazzetta, Town Engineer DATE: May 10, 1995 RE: DART HILL ESTATES PHASE IV We have reviewed the request to reduce the bond to maintenance level and acceptance of the infrastructure work for Dart Hill Phase IV. The following items are still outstanding: 1 . The detention basin has standing water at all times. This is a dry basin and the basin must be regraded. The plunge pools appear to be not as designed and the proposed level spreader does not appear to be installed. The riprap utilized does not meet the requirements for modified riprap. The basin was full of silt and needs to be cleaned. The rack on the outlet structure needs to be bolted properly. 2. About 30' of sidewalk still needs to be installed. 3. The stockpile on lot 95 has not been removed. 4. About half of the area between curb and sidewalk still needs topsoil and seed. 5. Iron pins and monuments need to be set. 6. A8-built drawings are required. 7 . We would appreciate your reviewing the proposed buffer and landscaping - especially at the detention basin. 8 . The traffic signs do not meet Town Standards and must be replaced. (See attached memo from Ron Asselin. ) 9 . Clean up silt fence in back of detention basin. 10. The "gravel drive" to the pond in the open space was designed as 8" of compacted gravel. The road as it is built has loose stone as a surface. This is difficult to drive over as the stones move. Please have JMJ modify this to provide surface for passenger vehicles to drive over. JCl/jsv /vellez/JCIREVIEWS951SONDREDUCTIONS/derthilll V MEMORANDUM TO: George Spring, Director of Finance FROM: Jerry C. Iazzetta, Town Engineer DATE: May 17, 1995 RE: CONNECTION CHARGE - LOT #1 DART HILL ESTATES We have discovered that the sewer connection charge was paid twice for Lot #1 , Dart Hill Estates. On June 10, 1992 drain layers permit #5791 was issued with the indication that the sewer connection charge of $600. 00 was paid and the connection charge receipt number was 4177 . Some work was done at that time to extend the lateral into the lot. However the building was not built and hence no connection made. On December 28, 1994 drain layers permit #6230 was issued when the connection charge of $600. 00 was paid (again) and connection charge receipt number was 4520 dated December 27, 1994. Attached are copies of the permits #5791 and #6230 and receipt #4520. Please have a check issued to Dart Hill Realty for a $600. 00 refund of a duplicate connection fee paid on Lot #1 at Dart Hill Estates . JCl/jsv cc: Jeanne Huppe, JMJ Construction Co. C. Fred Shaw, Supt. of Pollution Control NATURE SAVER'FAX MEMO 01616 Dates Z3IgS�- pages To From L Co./Dept. D .W Phone# Phone#/- VI Fax# + '[ 1 _ 6q8 Fax# MEMORANDUM TO: George Spring, Finance Director FROM: Jerry C. Iazzetta, Town Engineer DATE: May 23, 1995 RE: CONNECTION CHARGE- LOT #1 DART HILL ESTATES This is a correction to my May 17, 1995 memorandum to you concerning the subject mat ct ion is charge. It was Ms. Jeanne' of JMJ Construction who made us aware of the connection charge was paid twice. We verified this and asked you to reimburse the duplicate connection charge. JCl/j sv cc: Ms. Jeanne Huppe Mr. C. Fred Shaw, Supt. of Pollution Control �0*N se4 * � Ti �s V&U&Iat _ 1 U ,_. 1540 SULLIVAN AVENUE • SOUTH WINDS> CON1N 06074 rtioS �� AREA CODE 203/644-2511 °R`° May 25, 1995 Jean Marc Jacques MAY 2 6 1995 x JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Y Dear Mr. Jacques: Re: Appl #93-09P, Dart Hill Estates Phase IV This is to advise you that the Planning and Zoning Commission voted on May 23, 1995 to deny your request for the reduction of the site bond for the above-referenced project. Enclosed is a copy of the memorandum from Town Engineer, Jerry C. Iazzetta, dated May 10, 1995 outlining the outstanding items in this subdivision. Once these items have been addressed, please notify the Planning Department in writing and we will arrange for another inspection. Very truly yours, PLANNING & ZONING COMMISSION L l Russell G. Levack, Chairman / RGL/pmm cc: Town Engineer i g .4 qOw N S f, C U 014Cs ?40&"�at a 1540 SULLIVAN AVENUE • SOUTH WINDSOR• CONN. 06074 � w soe•ca� AREA CODE 203/644-2511 July 19, 1995 Dart Hill Realty, Inc. 658 Ellington Road South Windsor, CT 06074 RE: SEWER CONNECTION/PERMIT FEE 62 CARSON WAY We find that you have paid the sewer connection/permit fees for the above mentioned property twice. Once on July 3, 1995 and again on July 11 , 1995, the day the permit was taken out. If you will bring in the receipt date July 3, 1995 will glady return your check to you. ���:� Very truly yours, icffceXS. Vallez Er veering Department /jsv i t I 1� S j i !j V f /S21� �v� ✓� l�/'�vl/� Wve LG- �i j' SiiZ�=Z-7 Z-t6 ,r 1. 1 + :i; N T E R MEMO O F F I C E To: Jerry Iazzetta From: Ron Asselin Subject: Signs on Dart Hill 3 and 4 Date: August 8, 1995 Per your request to check signs on Dart Hill 3 and 4,for bond reduction for JMJ,the following are observations were made on August 7, 1995. Stop Signs: Not adequately mounted to pole. Bolts mounted to lower half of sign to U-channel pole. 1. On Carson Way at Heatherwood Drive Stop signs both directions 2. On Jared Court at Runfield Drive RECEIVEG Stop sign A U G 8 1995 cn 3. Tuttle Circle at Rimfield Drive ti;�dDsa4 au.Cy. Stop Sign Cb 4. Heatherwood Drive at Rimfield Drive Stop Sign 5. Jared Court at Rimfield Drive Street sign not at specified height Proper fix for stop signs is to raise U-channel pole,maintaining specified height,so stop sign can be fastened by holes provided by manufacturer per U.T.C.D. specifications. Feel free to contact me after you feel these corrections have been accomplished by JMJ. cc: Bo Davies Scott Lappen Mel Stead Mike Gantick MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. Iazzetta, Town Engineer DATE: August 8, 1995 RE: /Rl HILL ESTATES - PHASES III & We have reviewed the request for a bond reduction to maintenance level for Phases III and IV of Dart Hill Estates. The following items are still outstanding. 1 . Broken sidewalk slabs at 61 and 90 Carson and also at 15 and 150 Heatherwood. 2 . Hay bales need to be removed and sidewalk cleaned up in front of the vacant lots on Heatherwood. 3 . Catch basins need cleaning. 4. As-built drawings required. 5 . Detention pond in Phase IV has standing water. 6 . Signs not mounted correctly - see Mr. Ron Asselin' s memo dated August 8, 1995 . JCl/jsv Attachment /va1kz/ICIREVIEWS95/BOND RMUCHONSIdarthilllll&N ■ It J.M.J. 'CONSTRUCTION CO. , INC. 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203) 282-0628 August 14, 1995 Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 0,6074 Attn: Marcia A. Bonach & Jerry C. lazatta Re: Bond Maintenance in all of the following subdivisions: Dart Hill Estates Phase 3 & 4 Beldon Subdivision Redfield subdivision Phase 4 Doar Marcia & Jerry: We are requesting to be on the agenda tomorrow the 15th for reduction of all our Bonds to maintenance level. We have now completed all items on your memorandums and would appreciate your cooperation in getting all of our subdivisions to the maintenance level. Jean-Marc Jacques/J " '10 4 � REAEG AUG 1 5 1995 c° wmwwww �Ic.mac s ti lk Dyl N Sf� y * T_cm V/ V&U140t O a 1540 SULLIVAN AVENUE • SOUTH WINDSOR• CONN. 06074 �OSOR•CpC� AREA CODE 203/644-2511 August 16, 1995 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Appl #92-15P & #93-09P, Dart Hill Estates, Phase III & IV This is to advise you that the Planning & Zoning Commission, at their meeting on August 15, 1995 meeting, denied your request for the reduction of the site bond for the above-referenced projects. Enclosed is a copy of the memorandum from Town Engineer, Jerry C. Iazzetta, outlining the outstanding items in these subdivisions. Once these items have been addressed, please notify the Planning Department in writing and we will arrange for another inspection. Very truly yours, PLAN!�NG & ZONING COMMISSION (i=�-�� fit•-+.t-c-+�'" -� P,6ssell G. Levack, Chairman RGL/pmm Enclosure cc: Town Engineer REINO E. HYYPPA&ASSOCIATES Civil Engineers&Land Surveyors 124 Hebron Avenue Glastonbury,Connecticut 06033 Kenneth B.Smith, P.E. Telephone(203)M-5218 William F.Klock,L.S. Fax(203)M-3742 September 28, 1995 Russell Levack, Chairman Planning&Zoning Commission Town of South Windsor Orl 2 1995 1540 Sullivan Avenue South Windsor, CT 06074 SOUth Windsor Planning $ Zoning Ccr.7mi;sior+ Re: Dart Hill Estates Dear Chairman Levack: We are presently in the process of completing the placing of monuments in Phase 4 of Dart Hill Estates and have run into a problem with some of the monuments in the Open Space. Four(4) of these monuments, along the northerly boundary of the Open Space, fall in the swamp. This, obviously, creates a physical problem not only in transporting the monuments to the site, but also in attempting to dig holes in the swamp to set the monuments. (It may even be necessary to wait until everything is frozen to even get the monuments into the area.) Because of this, we are respectfully requesting that a waiver be granted so that we do not have to set these four(4)monuments. For your use in reviewing this request, we have enclosed three(3)prints-- one being a 200' scale plan showing the location of the Open Space, one being the Town topographic map of the area and the other is the 40' scale topographic map showing the swamp and proposed monuments. We thank you and the Commission for your consideration in this matter. Sincerely, REINO E. HYYPP &ASSOCIATES KBS/cb ;enneth B. Smith enc. cc: Mr. J. M. Jacques An Equal Opportunity Employer S.B.E.Certified MEMORANDUM f TO: Marcia Banach, Director of P1 g FROM: Jerry Iazzetta, Town Engineer DATE: October 12, 1995 RE: DART HILL ESTATES We have reviewed Mr. Kenneth B. Smith's letter of September 28, 1995 to Mr. Russell Levack, Chairman, Planning and Zoning Commission. We understand the problem of placing monuments for open space delineation at the locations indicated on the drawing sent with Mr. Smith's letter and recommend that these monuments not be placed. There is sufficient information to define the boundary lines in this area if required in the future. JCI:bmr cc: Mr. Kenneth B. Smith, P.E. /nmo/ENGINEERING/darthill SOWN SF, Toaoon .Ole s �. C.j U 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 S0JjRt AREA CODE 203/644-2511 October 12, 1995 Mr. Kenneth B. Smith, P.E. Reino E. Hyyppa & Associates 124 Hebron Avenue Glastonbury, CT 06033 RE: DART HILL ESTATES Dear Mr. Smith: Your September 26, 1995 letter indicated that all lots in Phases 1, 2, and 3 of Dart Hill Estates have been pinned except for the mutual corners of Lots 55/56, 75/76 and 77/78 . The current Subdivision Regulations require all lots to be fully pinned prior to acceptance of the subdivision. We therefore, we require these pins to be set prior to the expiration of the maintenance bonds for these areas . If you have any questions, please call me at 644-2511, extension 245 . 6V truly ours, J rry Iazz t , P.E. 4ineer wn JCI:bmr - cc: Mr. J.M. Jacques, JMJ Construction /nwo/ENGINEERING/darthillsmith REINO E. HYYPPA&ASSOCIATES Civil Engineers&Land Surveyors 124 Hebron Avenue Glastonbury,Connecticut 06033 Kenneth B.Smith, P.E. Telephone(203)633-5218 William F.Klock,L.S. September 26, 1995 Fax(203)633-3742 Jerry Iazzetta, Town Engineer Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Dart Hill Estates Phases 1-4 Dear Mr. Iazzetta: We are submitting with this letter one(1) set of mylars of the"as built"plans of Dart Hill Estates for Phases 1-4 of 4 phases. Please note that all of the street monumentation has been done and all open space monuments set except for Phase 4. All lots in Phases 1, 2 and 3 are pinned except for the mutual corners of Lots 55/56, 75/76 and 77/78 which are vacant lots. Sincerely, REINO E. HYYPPA& ASSOCIATES KBS/cb Kenneth B. Smith enc. cc: Mr. J. M. Jacques,Dart Hill Realty, Inc. 9&86 An Equal Opportunity Employer S.B.E.Certified '0% SF� O F V/ s �• �U 1540 SULLIVAN AVENUE SOUTH WI� w NOSOR• CONN. 06074 l�dsOR. 0 AREA CODE 203/644-2511 October 18, 1995 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, Ct 06074 Dear Mr. Jacques: Re: Appl# 93-09P, Dart Hill Estates Phase IV This is to advise you that the Planning and Zoning Commission voted on October 17, 1995 to reduce the bond for the above-referenced project to a maintenance level of$69,000. This bond will expire October 17, 1996. Please forward an amendment to the bond we are currently holding at your earliest convenience. Thank you. Very truly yours, iu L G & ZONING COMMISSION ssell G. Levack, Chairman RGL/pmm cc: Town Engineer Dart Hill Realty, Inc. CONSTRUCTION SPECIALISTS 658 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 (203)282-0628 OR 644-8136 HAND-DELIVERED October 19, 1995 Mr. aerry C. lazzetta Town Engineer 1540 Sullivan Avenue South Windsor, CT 06074 Re: REDUCTION OF BOND TO MAINTENANCE' LEVEL FOR DART HILL ESTATES PHASES 3 & 4 Dear Mr. IaZZetta: Since we now have completed all dp4t1 items on your latest we are requesting for our bonds to be reduced to the maintenance Thank you for your anticipated cooperation. Very truly youre, Jeanne Nuppa for Dart Hill Realty, Inc, cc: Marcia A. Banach - Director of Planning Mel stead 12 l OCT 1 � C 'cOW N Se- 01) E„ Oleslou� ?40&U&o-t C U . U 4 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 soR.Co AREA CODE 860/644-2511 June 7, 1996 William F. Klock Reino E. Hyyppa & Associates 124 Hebron Avenue Glastonbury, CT 06033 Dear Mr. Klock: Re: Application#93-09R, Dart Hill Estates, phase IV At the May 1, 1996 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a three year extension of application #93-09R with all original and standard conditions. Application #93-09R expires on June 21, 1999. It has been IWA/CC's policy to notify landowners)/applicant(s) of expiring wetland permits. However, it is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. CEIVE� Very truly yours, R� r' J U N 7 199,C INLAND WETLANDS AGENCY/ sours wuum .. CO SERVATION COMMISSION o ,o g Elizabe . Warren, Chairman EAW/p ."" cc: Town Engineer r LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 'J 1540 SULLIVAN AVENUE '` SOUTH WINDSOR CT 06074 o ( 203 ) 644-2511 DATE 7A4 k �L- TO: AUG WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate requests _ Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other 1') Correspondence Copies A 1 .. No. Pro ct —L)/Z,41/7� .ZIZZ- ZZT -4y THESE ARE TRANSMITTED as checked below: ' For review and comment For your file For your use Returned with revisions _ As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: Copy to: From: , c-�.- �► Aot � S`S f CJ t L,� I.Al �s' �... •• cry.:, rCi Y�i�:l.:r r''.17J��7�f WARRANTY DEED KNOW YB THAT DART MILL REALTY, INC. , a Connecticut Corporation having an office and principal place of ',^Ausiness in the Town of South Windsor,. County of Hartford and State of Connecticut, (hereinafter referred to as „Grantor") For NO CONSIDFMATION PAID received to its full satisfaction of the TOWR OF SOUTH WINDSOR, a municipal corporation chartered under the Laws of the State of Connecticut, (hereinafter referred to as nGrantee") does give, grant, bargain, sell and confirm unto the said Grantee, its successors and assigns forever with WARRANTY COV NA M, those certain pieces or parcels of land located in the Town -of South- Windsor, County- of Hartford"and State of Connecticut and being more particularly bounded and described as set forth on Schedule A attached hereto and made a part hereof. IN 'WITNESS 'WHEREOF, DART HILL REALTY INC has hereunto get its hand- and seal this day of 1996, Signed and Sealed in the DART HILL REALTY f INC presence of: By Jean Marc Jacques, President STATE- OF CONNECTICUT ) )COMM OF HA es. 1996RTFORD� ) Personally appeared, JEAN MARL JACQUES, President of DART HILL RZALZ'Y, INC-, Signer of the foregoing instrument and acknowledged the same to be his free act and deed as such President, and the free act and deed 'of said Corporation before me. Commissioner of Superior Court/ Notary Public .. ` ......�r . a. r� a.a .rr. a `. GYJ. (Ga{ �'a�� �•{J4 ✓.� FIRST PARCRL Those certain pieces or parcels of land located in the Town of South Windsor, County ,_of,_ Hartford and State of Connecticut and beinq designated as "Carscm WAY", "Tuttle Circle" and "8eatherwood Drive" V she on one�r ROM of the following maps or plans: "Phase 3 Plat Plan Open r SP,ace Subdivis ,on - RR -Zone Dart Hill Estates Prepared For Dart` NJ3.fi' Realty, Ina, South Windsor, Conn. Reino 8. gyyppa Asrocsfatse Civil Engineers & Land Surveyors Glastonbu ale 10 -m` 40' Date 12-18-91 map 80. 96-86-1L Sheets throu h Rev. 8-26-92 Per Approval Rev. 9-4-92 Per Constr INC on s sting" "Phase 4= 1P1 wt, , plan Open ,tiBpace Bubdivirion - RR $sae Dart Sill Estates Prepared For Daze_1J31=-_.Realt :. Y, n . Inc. South Windsor, Con . Rsino R. A' yyppa 6 Associates. Civil Engineers i Land Surveyors Glastonb eels Date 8--25-92 Map No. 96-86-3R • F �= 4-23-934 Staff._ Review; Rev. 8-2-92 Per t2'1r4L1R�h $ Approves " * .r.,•. . S , .. .npy.,`�.. � _.e` y .i-Y� Yam.•.. � 1..r ._.-..+.i . which map '` or` plane are on f .la in the Of f i.ae of the South4indsor Town Clerk. 4"- a yn. , 3.,.....y,_ :r:, -•,- ''+`4p T"�`{�'M'a-.. •--"2S Wit+ - _ _.... �i8C�1D PARCaL � u x.. ..,:, A paresel of nand designated As._"Open Space Area 1.81 Ac." as shown on a =ap or plan sntitlad "Phaso 3 Mat Plan Open Space Subdivision"',-!- RR Son• Dart 'lill Estates Prepared For Dart Hill Realty,- lna South Windoor4._ OoAa. Rs3.no 8. 8yyppe, & Assae3.ate�s Civil Engineers & Land surveyors Glastonbury, Conn. Scale 1" = 40-1 Data 12-18-91 Map Uwe 95=88=1h Sheet x$ of 18 Rev. 8-26-92 Per Approval Rev',,, ev.. 9-4,-92 Per Construction Meeting"; which map or plan In on file . =._the South.;, Windsor 'Down Clark-to Office to which reference may be-had.,',-,, sli",parcel is Mrs particularly bounded and dssar3bod as follows a - ,„#44a^� z Cc t`RW.-R+ t+"x4,n:; '°1• -^,rr >t+i"u ih!i5 'W - Rogianing``at^a point in t: ie streams i. ].3ua of Dart Hill Road, which point` marks the, outhea corner of land now or formerly of B Jseetia Chase s�cs id map, and which point marks the sonthwesterlp oorner of the eel herein described; T . 1QO 04' CON g;-r along said land now or formerly of E. Jean Cheese and "land daa3gnated "Open Space (Phase 2) 0, as shown` on` said maps..+Pauly by each, a distance of 228.21 feet, to a point; SCE, 8 820 49•_ 56N 9,' along Lots 161, 17, 18 and 19, as shown on said map, &- distance of 32549 feet, to a point; TERM, S 00°_10' 32" W, along land now or formerly of Edward Daskus, as shown on said map, a distance of 230.59 feet, to a point in the northerly street line of Dart Hill Road; A-9 Zmwz• H 9211 4V S6" W, along said Dart Hill Road, a distance of 221.05 fee , to a point; 'MM"M, along a curve to the right hetv3119 a radius of 10,795.68 feet, a central angle of 00° 45,F 49" and an arc length of 14 3.©6 feat, along said Dart Hill Road, to the point or place of beginning. Said p oel= is bounded: MORTNERL? by Lots 16, 171 18 and 19 as shown on said map, 0� partly by each, a distance of 325.29 foot; X"TzRLT b� land now or formerly of Edward D$skus, a distance of 230.59 fast; by Dart Hill Road, a distance of 364.91 feet f l and wEN 'tL= by land now or formerly of $. Jean Chasse and r the Grantor herein-,- partly by each, a distance Of 228.21 feet. �YRD PARrCSL A parcel of land designated as "Open Space Area 6.60 Ace" as shown on a map or plan entitled "Phase 3 Plat Plan Open Space Subdivision • RR Zone Dart Hill Estates Prepared Par Dart Hill Realty, Inc. south Windsor, Conn. Reiuo Be Hypppa & Associates Civil Engineers & Land Surveyors Glastonbury, Conn. Scale 1" = 40, Date 12-18-91 Map No. 96-86-1L Sheet 18 of 18 Rev. 8-26-9 2 Per Approval Rave 9-4-92 Per Construction Meeting"; which map or plan it on file in the South Windsor Town C1srkrs Office to which reference may be had. Said parcel is more particularly bounded and described as followss Beginning at a point in the wosterly street line of Lawrence Roa which ppooint marks the r,-.irtheasterly corner of tha parcel. herein described= TER= S 021 06. 11" E, along said Lawrence Road, a distance of 434.39 feet, to a point; TMEM, S 03° 020 10" E, along said Lawrence Road, s distance of 68.77 feet, to a point; -A-1 �� _T r �. • cr� c-r r�vr�a r.� �� r S 750. 11' 16" W, a distance of 672.32 pointy feet, to a � s Yt TS Cat, N 24" 4 B' 44', W ' aloAq ?rot Or as shO�Wn On said m!, distance of t 06.49 feet, to a int 4oJ t g' d :. .,�, _p� Cam, 1Q 75 i l•. : ��a'�`'y 6 Br^a tance of 69.76 feet , to a point I . -t 03' 21'' 22" along other land of Dart Pill Realtg &is shown on said nmap, a distance of 35►b.34 feet, to Iuc: point, T88WCa.. N 80° .15 8�* ougy land Aotr or formerly of Albert to the • ' ,. a distance of 6 3.47 feet, point ar plaag of beg Said parcel is bounded 3, r �ORTI'tRRL= y n by 1ai1[�i.t�.. x Or �o ltdeRli xh rlyof Hill J. land of _ Realt Inc. and QZ _- _ pac..y.... Dart sah a(tisariae of 673. . Y� Z3 ,* fee by Lawreaa Road a distance of 503.16 feet; ✓ lw . v` RLT ^ by other" lead naw. or formerly of Dart gill o x Realty, 133 ., a distance of 67Z.32 feet and � %. f Y ?got 8 sad by other land now or formerly of 8.tll Realt ,. Ina., gY distaac� of partly by each, a 1 . , t x , j u: � 6 A parcel+ of land designatad as "Open Space To Be Deeded To Th Z 5 Town Of south Windsor Area_._:J269 836 S.F. • p. 6.19 Ac." as shown on a soap or plan"'"emtitlad •Phase.�# Plat Plan Open s pace Subdivision - Rid Zone- Dart Hill Estates preparid gor Dart Bill Realty, Inc. Snnth Windsor;. Conn, Roino B,. Surveyors Glastonbury,e"y7roa-3i A880 iatas Civil Bnginears & ?.sand 96-86-1R SheetfWa Saale 1 40 Data 8-25-92 1►+Iap No. Per Approvals" 4`23-93 Staff Reviswl Rev. 8-2-93 high or �Piin is on file f n the South Wf nd*or Town Clark'," Off of tomaca` eforenc • more particular a may had. Sand parcel is :t .. a..w y. describwd as follows s Beginnin M ¢1 t T , Qu at a —V in the easterly strowt line of HQathQrwood Drive; which` Ent marks the southwesterly come Lot 90 as uh �° Y r of an !laid "mil ,and� i�� po3.nt marks the northwesterly corner of the parcel describad; T � . �1. .73° 11' 16 B along Lot 9 0 as Shown a distance of a 35.00 few, to a point= on said asap. „& � µ f ..VVA v. rr v r�-�+.. . r...nvv . .urr r. ��. . w f�VV `—r VV¢./v •V VV f TMCS, N 52*- 33' 12" B, along said Lot 90, a distance of 110.36 feet, to a point] T8ENC8, N 050 30-0 20" 8, along Lots 90 and 09, as shown on said map, partly by each, a distance of 210.63 feet, to a pointy ZWMCS, B 75° 11" 16" W, along said Lot 091. as shown on raid map, a distance of 85.00 feet, to a point] THS�Cs, B 140 46' 44" W, along Lots 88 and 87, as shown on said map, partly by each, a distance of 237.61 feeet, to a point; ' TSSCS, N W- 01' 38" 8-, along land now or formerly of J. Albert TYudunu, as shown on said map, a distance of 313.24 feet, to a point; THEN--CS, . S 779 43' 44" L, along land now or formerly of said J. Aj.,j3j,-z7- Trudeau, as shown on said map, a distance of 116.40 feet, to a point; TICS, S 83° 58' SZ" 8, along land now or f ormerly of $aid J.At_Near Trudeau, as -shown on said map, a distance of 97.71 teet, to a point; THSgCS, N 77" 41' 25" E, along land now or' formerly of said A�-aew-T _ Trudeau, as shown on said map, a distance of 73.58 feet, to a points , 8 860 38_ 38" I, along land now or formerly of said J-At-�t-ar Trudeau, as shown on said map, a distance of 105.00 feet, to- a point; , _ TBHIiiCa, S 03° 21' 22" W, along other land of Dart Hill Rea ty,�.A =Per, as shown on said map, a distance of 356.34 feet, to a point j TBF� land S 750 11, 16" W, along other land of Dart Hill Realty, Ina. , Lots 8. 9 and 10, as shown on said map, partly by each, a distance of 571.28 feet, to a point; TSSWCN, 8 320 55 2P W, along Lot 91, as shown on said map, a distance of 67.56 feet, to a point) TBSSCS S 750 lit' 160 S, . along said Lot 91, as shown on said map, a distance of 175.00. feet, to a point in the easterly street .line of Heatherwood Drive; TICS, N 14' 48'. 440 W, along Heatherwood Drive, as shown on said map, a distance of 35.00 feet, to the point or place of beginning. nVu V� +'�./V i� —ry � ��.�.��..�� ��a�err. r. .��..• . v a�V...r ��� a.avvv . wv vrr Said parse a uanai3d3 a•t r or former Alba Trudeau r &� O ea 4r E ow rl of Sill at Rn o 6934 as SO and now fo D ill 4 t di anc�• o f L xt �"1` a hAJ� • �rI 1�SSTa�tL `` D ve an her 1 n or ly b •�� nf D Hill e t Inc. . Y d at of 3. 4 et* y l n� k,S.C Wyk!• l'} �"'M�tAi yy� Y' � �� .- ,_ z • "v w:• L VA s+: IrP Y i>�ib"^N�'A`ti'�'�Y Ycd S Y"".�.v�, '1• ,Y•-• ,...j.4.'x .mac IP �Pf'r. w . - wvyi.+.. [ ; r.":k aP'S •k9,Wi r:�'35•, . y � � a it •a.�r`�xis� �� r�x* t,. � + - ' LL�yXy, lT .:�..:�a, ..T'.I�k} ,f 1'M,1�+lry};y 1r- W- 1•m, W _ NL ,ryg e 64 i 1 tY • tom., Tm-rem O PAO �0jjN Se T-0�� 014Cs ?d&U&01t 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 S CO�'� AREA CODE 203/644-2511 December 1 , 1994 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques : Re: Appl #93-09P, Dart Hill Phase III , Expiring Letter of Credit The Planning and Zoning Commission is holding the following Letter of Credit: Project Bank Amount Expiration Dart Hill Shawmut $105,000 01/28/95 Phase III In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one year period from the expiration date. Will you please forward us the amendment promptly. Very truly yours, Marcia A. Banach Director of Planning MAB/pmm �0MIN Sf, C� TICW V/ ?j& O C3 UU&0't A 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 sott.co AREA CODE 203/644-2511 May 1, 1995 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Appl. #93-09P Expiring Letter of Credit The Planning and Zoning Commission is holding the following Letter of Credit: Proms Bank Amount Expiration Appl #93-09P Dart Hill Phase IV Shawmut $141,000 07/03/95 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one year period from the expiration_date. Will-youplease forward us the amendment promptly. Very truly yours, March A. Banach, AICP Director of Planning MAB/pmm SOW N S f, * � T�CM� 0 ?d&U/4410& � U s ` 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 OSOR•COC� AREA CODE 203/644-2511' June 2, 1995 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Expiring Letters of Credit Application #93-09P, Dart Hill Phase IV We have not as yet received any renewals of the letters of credit which expire July 3, 1995 as noted in our previous renewal request of May 1, 1995. Please be advised that discussion of this matter will be placed on the June 20, 1995 agenda of the Planning and Zoning Commission, and calling of the letters of credit will be initiated at that time if we have not received a renewal. Thank you for your attention to this matter. Very truly yours, Marcia A. Banach, AICP Director of Planning MAB/pmm tow N sE� !I O 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 . c SOe•cor AREA CODE 203/644-2511 September 27, 1995 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Expiring Letters of Credit Appl #91-39P, Redfield III Appl #91-39P, Redfield IV Appl #90-59P, Beldon Road Subdivision Appl #92-15P, Dart Hill Estates, Phase III Appl #93-09P, Dart Hill Estates, Phase IV The Planning and Zoning Commission is holding the following Letters of Credit: f Project Bank Amount Expiration Redfield Ph III Shawmut $158,000 12/01/95 Redfield Ph IV Shawmut $ 67,000 12/01/95 Beldon Road Sub Shawmut $185,000 12/01/95 Dart Hill Ph III Shawmut $105,000 12/10/95 Dart Hill Ph IV Shawmut $141,000 12/31/95 In accordance with our policy for accepting Letters of Credit in lieu of surety bonds, we must have an amendment to each expiring Letter of Credit well in advance, extending the term for a one year period from the expiration date. Will you please forward us the amendment promptly. Very truly yours, Marcia A. Banach, AICP Director of Planning MAB/pmm tOil N S f,` O r F' Tiau� apSau� ?d&UlAot G V s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 lit. R CO AREA CODE 860/644-251 1 'uSODecember 4, 1995 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques Re: Expiring of Creditof Credit Application #93-09P, Dart Hill Phase IV We have not as yet received any renewals of the letters of credit which expire December 31, 1995 as noted in our previous renewal request of September 27, 1995. Please be advised that discussion of this matter will be placed on the December 12, 1995 agenda of the Planning and Zoning Commission, and calling of the letters of credit will be initiated at that time if we have not received a renewal. Thank you for your attention to this matter. Very truly yours, 66'1u� Marcia A. Banach, AICP Director of Planning MAB/pmm •(0*N SF, O C U - s f* 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 4l�'soR co AREA CODE 860/644-2511 December 11, 1995 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: Appl. #93-09P, Dart Hill Phase IV Eph-ing Letter of Credit We have not as yet received any renewals of the letters of credit which expire December 31, 1995 as noted in our previous renewal request of October 27, 1995. Please be advised that discussion of this matter will be placed on the December 12, 1995 agenda of the Planning and Zoning Commission, and calling of the letters of credit will be initiated at that time if we have not received a renewal. Thank you for your attention to this matter. Very truly yours, Marcia A. Banach, AICP Director of Planning MABlpmm 0*J N Sg, G � Tio 07 V • 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 �f�oSOR•co AREA CODE 203/644-2511 March 1, 1996 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT 06074 Dear Mr. Jacques: Re: EXPIRATION OF PERMIT#93-09R, Dart Hill Estates, Phase IV This is a reminder that the permit with the Inland Wetlands Agency/Conservation Commission, application #93-09R will expire on June 21, 1996. If you plan to extend your project beyond the above expiration date, you must apply for an extension at least sixty-five (65) days prior to the expiration date. There will be a thirty-five dollar ($35) fee required for an extension of the permit. This includes a ten dollar ($10.00) surcharge assessed by the State, to fund the State Environmental Review Team. An application for an extension shall be made in accordance with the following subsection of the IWA/CC Regulations: a. The duration of any amendment or extension shall be for three years unless otherwise specified in the permit. b. The application may incorporate by reference the documentation and record of the original application. c. The application shall state the reason why the authorized activities were not initiated or completed within the time specified in the permit. d. The application shall describe any changes in facts or circumstances involved with or affecting wetlands or watercourses or the property for which the permit was issued. e. In unusual situations the Agency may accept an untimely application to extend the expiration date of a permit if the authorized activity is ongoing and allow the continuation of work beyond the expiration date if in its judgement, the permit is likely to be extended and the public interest or environment will be best served by not interrupting the activity; the application shall describe the extent of work completed at the time of filing and the schedule for completing the activities authorized in the permit. f. The Agency shall evaluate the application pursuant to these regulations and grant the application as filed, grant it with any terms or limitations, or deny it; and shall state upon the record the reason(s) for its decision. In the event that you are requesting an extension, section 8.1.6 of the Zoning Regulations establishes the process for monitoring the approved conservation plan. Per that regulation, a progress report is required from the applicant's engineer verifying that erosion and sedimentation control measures have been installed and maintained in accordance with the approved conservation plan. This verification report shall also be submitted 65 days prior to the expiration date of the permit to allow time for the Commissioners to evaluate your project controls. If work has been finished or will be finished by the expiration date, please send a letter stating work is completed according to the approved plan. If you have any questions call me or Jeffrey H. Folger, Zoning/Wetlands Enforcement Officer at 644-2511, ext 253. e ruly yours, PhVrding . Mann Re Secretary REINO E. HYYPPA&ASSOCIATES Civil Engineers&Land Surveyors 124 Hebron Avenue Glastonbury,Connecticut 06033 Kenneth B.Smith, P.E. Telephone(203)633-5218 William F.Klock,L.S. Fax(203)633-3742 April 19, 1996 D Inland Wetlands Agency/ APR 22 f 996 Conservation Commission Town of South Windsor South Mndsor 1540 Sullivan Avenue INLAND WETLANDS AGENCY/ South Windsor, CT 06074 CUNSERVATION COMMISSION Re: App. #93-09R Extension of Permit Dart Hill Estates-Phase IV Gentlemen: It is our understanding that Dart Hill Realty, Inc. aka JMJ Const. Co., wishes to extend the wetlands permit in conformance with your letter of 3/1/96. Said permit expires on 6/21/96. I inspected the site, Phase IV, on Friday, April 19, 1996, and found applicable erosion and sediment control measures are no longer required as all but one lot have been built on. All construction areas have been stabilized. Along with this letter is a check for the renewal fee of$3 5.00. Sincerely, REINO E. HYYPPA& ASS IA r William F. Klock WFK/cb enc. cc: Muriel, JMJ Const. Company 96-86b An Equal Opportunity Employer S.B.E.Certified NO. r R EIVEO FROM I � DOLLARS I Account Total $ TOWN OF SOUTH WINDSOR Amount Paid 1540 Sullivan Avenue Balance Due South Windsor, Connecticut 06074 $ "THE EFFICIENCY®LINE AN AMPAD PRODUCT-23-121 AO*N Sf, - o �- Ole S �. a 9 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 l�oSOR-CO AREA CODE 860/644-2511 June 7, 1996 William F. Klock Reino E. Hyyppa & Associates 124 Hebron Avenue Glastonbury, CT 06033 Dear Mr. Klock: Re: Application#93-09R, Dart Hill Estates, Phase IV At the May 1, 1996 meeting, the South Windsor Inland Wetlands Agency/Conservation Commission approved a three year extension of application #93-09R with all original and standard conditions. Application #93-09R expires on June 21, 1999. It has been IWA/CC's policy to notify landowners)/applicant(s) of expiring wetland permits. However, it is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. Very truly yours, INLAND WETLANDS AGENCY/ CO .,SERVATION COMMISSION /n 4'�Elhi z a e . Warren, Chairman EAW/pmm cc: Town Engineer LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 ( 203 ) 644-2511 DATE TO: WG L`r WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Copies A 1.. No. Projqct THESE ARE TRANSMITTED as checked below: 4- For review and comment T For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: 0 Copy to: From: � . do S� ��1 HUO.10 14 4b PEHRKU5-KINDL-ZITZER► PC 203 724 0805 P.03/08 WARRANTY DEED KNOW YE THAT DART HILL REALTY, INC. , a Connecticut Corporation having an office and principal place of 1,-usiness in the Town of South Windsor, County of Hartford and State of Connecticut, (hereinafter referred to as "Grantor" ) For NO CONSIDERATION PAID received to its full satisfaction of the TOWN OF SOUTH WINDSOR, a municipal corporation chartered under the Laws of the State of Connecticut$ (hereinafter referred to as "Grantee") does give, grant, bargain, sell and confirm unto the said Grantee, its successors and assigns forever with WARRANTY COVENANTS, those certain pieces or parcels of land located in the Town of South Windsor, County of Hartford and State of Connecticut and being more particularly bounded and described as set forth on Schedule A attached hereto and made a part hereof. ITT WITNESS WHEREOF, DART HILL REALTY, INC. has hereunto get its hand and seal this day of 1996 . Signed and Sealed in the DART HILL REALTY, INC. presence of: By Jean Marc Jacques, President STATE OF CONNECTICUT ) Ss. 1996 COUNTY OF HARTFORD } Personally appeared, JEAN XnC JACQUES, President of DART HILL REALTY, INC. , Signer of the foregoing instrument and acknowledged the same to be his free act and deed as such President, and the free act and deed 'of said Corporation before me. Commissioner of Superior Court/ Notary Public AUG-07-1996 14:46 PERAKOS-KINDL-ZITZER9 PC 203 724 0805 P.04/08 SCHEDULE A FIRST PARCEL Those certain pieces or parcels of land located in the Town of South Windsor, County of Hartford and State of Connecticut and beinq designated as "Carson Way"., "Tuttle CirOle" and "Heaths od Drive" �r�s shown on one r more of the following maps or plans '•Phase 3 Plat Plan Open Space Subdivision - RR Zone Dart Hill Estates Prepared. For Dart Hill Realty, Inc. South Windsor, Conn. Reino E. Hyyppa & Associates Civil Engineers & Land Surveyors Glastonbu cale 1" = 40' Date 12-18-91 Map No. 96-86-1L Sheets throe h Rev. 8-26-92 Per Approval Rev. 9-4-92 Per Construe ion at at "Phase 4 plat 'Plan Open Space Subdivision - RR Bone Dart Hill `v Estates Prepared For Dart Hill Realty, Inc. South Windsor, Cann. Raino F. Ryyppa & Associates Civil jengineera & Land Surveyors Gl.astonb n. cale 1" = 40' Date 8--25-92 Map No. 96-86-1R Shantw through Rev. 4-23-93 Staff Review; Rev. 8-2-93 Per —. Approvals _.._ 4 s� 4 which maps or plans are on file in the Office of the South Windsor Town Clerk. SECOND PARCEL A parcel of land designated as "Open Space Area = 1.81 Ac. " as shown on a map or plan entitlod *Phase 3 Mat Plan Open Space Subdivision - RR Zone Dart Sill Estates Prepared For Dart Hill Realty, Inc. South Windsor, Conn. Rein* E. 8yyppa, & Associates Civil Engineers & Land Surveyors Glastonbury, Conn. Scale 1" = 40' Date 12-19-91 Hap No. 96-96-1L Sheet 18 of 18 Rev. 6-26-92 Per Approval Rev. 9-4-92 Per Construction Meeting"; which map or plan 4.e on f ile in the South Windsor Town Clerk'a Office to which reference may be had. Said parcel is more particularly bounded and describod au followns Roginning at a point in the etre L llue of Dart Hill. Road, which point marks the outhea corner of Land now or, fos-marly of E. Jean Chasse, are id map, and which point marks the southwesterly corner of the arcel herein described; TVNCyr N 100 040 00" g, along said land now or formerly of z. Jean Chasse and larch designated "Open Space (Phase 2) ", as shown on said map, partly by each, a distance of 228.21 feet, to a point; TICS, s 82' 49, 56" E, along Lots 16, 17, 18 and 19, as shown on said map, a distance of 325.29 feet, to a point; AUG-07-1996 14:47 PERAKJS-KINDL-ZITZER, PC 203 724 0805 P.05i08 TXZN=, S 000 100 32" W, along land now or formerly of Edward Deskus, as shown on said map, a distance of 230.59 feet, to a point in the nort4heerly street line of Dart Hill Road; THENCE, N 829 e,. Ito 56" W, along said Dart Hill Road, a distance of 221.05 fee a point; ==NCB, aLlong a curve to the right hewing a radius of 10,795.68 feet, a central angle of 001 45,F 49" and an arc length of 14 3.©6 feat, along said Dart Hill Road, to the point or place of beginning. Said parcel is bounded: NORTHERLY by Lots 16, 17, IS and 19 as shown on said map, r partly by each, a distance of 325,29 feet; Za►STERLY by land now or formerly of Edward Deskus, a r distance of 230.59 feet; ,.r SOUTHERLY by Dart Hill. Road, a distance of 364.91 feet; ' and wHSTERLY by land now or formerly of Be Jean Chasse and r the Grantor herein, partly by each, a distance of 228.21 feet. TUX PARCEL A parcel of land designated as "Open Space Area = 6.60 Ac. " as shown on a map or plan entitled "Phase 3 Plat Plan Open Space Subdivision - RR Zone Dart Hill Estates Prepared For Dart Hill Realty, Inc. South Windsor, Conn. Rel.no 8. Hyyppa 4 Associates Civil Engineers & Land Surveyors Glastonbury, Conn. Scale 1" = 40' Date 12-18-91 Map No. 96-86-1L Sheet 18 of 18 Rev. 8-26-92 Per Approval Rev, 9-4-92 Per Construction Meeting"; which map or plan is on file in the South Windsor Town Clerks Office to which .reference may be had. Said parcel is more particularly bounded and described as f oll.ows s Beginning at a point in the westerly street line of Lawrence Roa which point marks the r�--rtheasterly corner of the parcel. herein described; TK=CN, S 020 060 11" E, along said Lawrence Road, a distance of 434.39 feet, to a point; THENCE, S 030 02' 10" E, along said Lawrence Road, A distance of 68.77 feet, to a point; RUG-07 1t�yb 14:47 PERAKOS-KINDL-z1TIER, PO 203 724 0805 P.05%08 THENCE, S 750 11' lo'R W, a distance of 672.32 feet, to a point; THENCE, N 14" 48' 44" W, along Lot 8, as shown on said map, a distance of 206.49 feet, to a oint; "J�,�i T CE, N 75 11, 161, E, a d tance of 69.76 feet to J � , a po�.nt; THENCE, N 030 21' 221, E, along other land of Dart Hill Realty, I"u. , as shown on said map, a distance of 356.34 feet, to a point; THZNCL;, N 80° 19, 15" H, along land now or formerly of Albert J. Trudeau, as shown on said map, . a distance of 603.47 feet, to the point or place of beginning. Said parcel is bounded: NORTRERLY by land now or formerly of Albert J. Trudeau and by other land of Dart Hill Realty, Inc. , j partly by each, a distance of 673.23 feet; FSSTXXL`Y by Lawrence Road a distance of 503,o16 feet; ` SOUTHERLY b other land y now or formerly of Dart gill / Realty, inc., a distance of 672.32 feet; and #, 'WESTERLY by Lot 8 and by other land now or formerly of Dart Hill Realty.. Inc. , partly by each, a ;F distance of 162a.TM feet. PARCELEMARTON zs A parcel of land designated as "Open Space To Be Deeded To The Town Of South Windsor Area a 269,836 S.F. 6.19 Ac. " as shown on a map or plan untitled "phase 4 Plat Plan Open Space Subdivision - RR Zone Dart Hill Estates prepared For Dart Hill Realty, Inc. Snuth Windsor, Conn. Reino E. Hyyppa & Associates Civil Engineers & hand Surveyors Glastonbury. Conn. Scale 1" = 40' Dates 8-2s-97 Map No 96-86-1R Sheet Rev. 4-2.3-93 Staff Review; Rev. 8-2-93 Per Approval s"� hich neap or plan is on file in the South Windsor Town Clark"s off ce to which reference may be had. Said parcel is more particular y bounded arc described as follows: Beginningat a t (0 point ' p o the easterly street line of Eeatherwood Drive, which point marks the southwesterly corner of Lot 90 as shown on said map and which point marks the northwesterly corner of the parcel herein described; THENCE, N 759 11, 16" E. along Lot 90, as shown on said map, a distance of 135.0o feet, to a point; AUG-07-1996 14:46 PERAKOS-KINDL-ZITZEP., PG 203 724 0805 P.07i08 THENCE, N 52- 33' 12" E, along said Lot 90, a distance of 110.36 feet, to 'a point; TRENCH, N 050 30" 20" 8, along Lots 90 and 09, as shown on said map, partly by each, a distance of 210.63 feet, to a point; THENCE, S 750 IV 16" W, along said Lot 09, as shown on said map, a distance of 85.00 feet, to a point; TRE--C]5, N 140 48' 44" We along Lots 88 and 87, as shown on said map, partly by each, a distance of 237.6l feet, to a point; 2MMCE, N 7610 . 01' 38" $, along land now or formerly of J. Albert Ti uduau, as shown on said map, a distance of 313.24 feet, to a point; THENCE, S 7711 43' 441, He along land now or formerly of said I AL F3L--P-r Trudeau, as shown on said map, a distance of 116.40 feet, to a point; THENCE, S 830 58' 5Z" H, along land now or formerly of said J-As-N izr Trudeaur as shown on said map, a distance of 97.71 teat, to a point; TRENCH, N 770 41, 25" E, along land now or formerly of said AL3 "` Trudeau, as shown on said map, a distance of 73.58 feet, to a point; TB INC$, S 860 38, 38" B, along land now or formerly of said Trudeau, as 'shown on said map, a distance of 105.00 feet, to a point; THENCE, S 030 21, 22" W, along other land of Dart Hill Rea ty,Joe-^ fir, as shown on raid map, a distance of 356.34 fast, to al point; TR�F , S 750 11, 16" W, along other land of Dart Hill Realty, Inand Lots 8, 9 and 100 as shown can said may, partly by each, a distance of 571.28 feet, to a point; TRENCS, S 32° 55' 24" W, along Lot 91, as shown on said map, a distance of 67.56 feet, to a point) THENCZt S 75° i4 f 16" W, along said Lot 91, as shown on jaid map, a distance of 175,00, feet, to a point in the easterly street line of Heatherwood Drive; THENCE, N 14° 48� 44" W, along Heatherwood Drive, as shown on said map, a distance of 35.00 feet, to the point or place of beginning. o*N S f, 710�� 0-fe sloam C J 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �' SOR.Cp AREA CODE 860/644-251 1 C� September 11, 1997 Jean Marc Jacques JMJ Construction Company 658 Ellington Road South Windsor, CT Dear Mr. Jacques: Re: Appl #93-09P, Dart Hill Estates This is to advise you that the Planning and Zoning Commission voted on September 9, 1997 to release the IWA/CC bond for the above-referenced project in the amount of $10,000. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Very truly yours, PLANNING 8s ZONING COMMISSION y Russell G. Levack, Chairman RGL/pmm Cc: Town Engineer Paz ql z� [4� /A ) E665,000 E 66515 00 343.7 x 338.9 x x 337.2 j 342.3 x 342.2 x 333.8 x C 3j 330. I 340 t0 CBS 336.4 336.7 x x x 336.8 i / a / c -�. 337.2 x / I / I i J CBS 'I 344.3 / x 3 a� i I E6647000 E 66 41500 o -ILL o � ILL N ~ •' f 333.6 i J � Q 0 1 i � 3 \ 333.3 � Z � Q 0 334.4 W.E �J DENSE TREES w 0 0 0 _ o _ TOWN OF SOUTH WINDSOR DEC 13 1995 STAFF SITE CHANGE FOR SITE & SUBDIVISION South Windsor GENERAL: Planning & Zoning Commission _ CHANGE ORDER CONTACT PERSON Phone No.4.3 4 1q_ &3'7 Address Site Nam / P&Z No. Owner Phone No.10�� /f 7A3!7 0. Contra AS#16,�+ Signature of Owner Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. ) --tt, Reason for Change: (Why is change required) 1QA r APPROVALS: ( Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: S FF ENTS: -- CJ �11,5 White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department kea � � i �a Ov 04 3S` r r y'x "� F1,� of .."♦.�� AG d S x � ri6s4W r1, k e + • F r a i •`yi Y •e t� �� �q ! + �. ,Nr y r � �..wr n Company o a d ay CT 06074 vow WON' ~ .. i • A M&P o u FI I✓E. -rl'TL-F.D } C) C7 T P L-&tom! i )Me low -Fz, R. ZONE �-�-T,&-T E eb P I2.MPA,IZ E© CT,; g Ir L_ FZ a .L T Y, i L ESTATE S , F a R 1�I A, P IJ o+ 7 rn-�'Gr • l iz A R " v h fSALTY , ANC , uZ. SWEET 95ri ; `t �~ TOWN OF SOUTH WINDSOR PUBLIC WORKS DEPARTMENT STREET SERVICES DIVISION MEMORANDUM May 27, 1993 TO: Lester Braddock , Senior Engineering Inspector FROM: Russell Cable, Assistant Superintendent SUBJECT: Dart Hill Estates - Inspection Perrin Lane Rimfield Drive, Carson Way, i.'ellogg Circle and Jared Court Perrin Way - There were approximately 10 basins that were formed and concrete laid to square off . Concrete on these basins are chipped on the front and corners. ` To fix these basins, the concrete has to be removed, the pavement has to be cut around 6 to 8 inches and 4 inches deep. Then tamped and emulsion spread on edges of basin and road , a bottom layer of binder 3 inches and then tamped again. Before the finishing lay of bituminous concrete is applied , emulsion should be applied once more on edges of basin and 1 foot wide around basin. The driveway at house 64 on Perrin is settled and should be replaced. Rimfield Drive - There are 3 catch basins that have to be set to the grade of the street , however , this will cause a problem on the lower side of the street. The street will then have to be cut back from 8 to 15 feet along the gutter line to meet grade. Rim-Field north west of Heather Wood Drive they are installing a water- line and digging into the ledge approximately 2 1/2 to 3 feet at the bottom of the trench , leaving a lot of voids on the sides. Sand is being used to cover the pipe, but I noticed there is a lot of ledge going back in the trench over the sand. The trench should be back filled with clean material to prevent trench settlement. Settlement could happen for quite some time after the street is accepted by the Town. Lisa Drive is a good example. The developer also started to cut around the manholes approximately 18 inches, we asked them to stop. This cut would result in a crack around the manhole within a year and then the water would get in the crack and start erosion of the pavement. The proper way is to grind 1 to 1 1/2 feet deep around the manhole and apply emulsion before it is overlaid. cc: Michael Gantick Jerry Iazzetta Mel Stead Ron Asselin TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION Cate: GENERAL: CHANGE ORDER CONTACT PERSON J . ". Jacmies Phone No. Address 651 Ellinqton Pd ._, 7 r-r ri3O-4, Windsor., Site Name P,,art Hill Realty Co . P&Z No. Owner Part Hill Realty Co . Phone No. .7,11 -71 "7 Contractor Signature of Owner Date: Signature of Design Engr- Date: CHANGE: (Describe)location and nature of change. Include tbx,ee copies of plan/profile of Change. ) i b .- , 1.71im,inate underdrain in Rimflell Drive (Dart P ll 3) etveen '11i1 ton 1oad and ")ta . 14+"10. Reason for Change: (Why is change required) Contractor has been n7acing underdrain in 01,.ofield Driw,. 11 Ttittle Circle and ledge is gettinn d�rrlsr as �!oi) anproac!i Fllinritor 7,r,-,i APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer- Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Pink - Director of Planning Yellow - Applicant TOWN OF SOUTH WINDSOR STAFF SITE CHANGE IDa to: � FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON Mr. J. M, Jacques Phone No. 282-0628 Address 658 Ellington Rd.. S Windsor. CT 06074 Site Name Dart "ill Realty Co. P&,Z.�.No. Owner Dart Hill Realty Co. Phone No. 644-8137 Contractor Signature of Owner ". `^ Date: Signature of Design Engr __ .Jam. r =`� `A Date: / CHANGE: (Describe location': . d nature of change. Include three P-� copies of plan/profile of Change. ) Minor revisions to roadway profile (D®art Hill 3) nn Npa _hp,wonrt� between .5tas . 20 to 24. Reason for Change: (Why is change required) Contractor started to lay pipe at 1% instead of 0.5%. Minor revision in profile will eliminate need to tear up 120+ ft, of pipe and will provide sufficient cover. APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: S7F COMMENTS: 111v..✓j r a White - Town Engineer Pink - Director of Planning Yellow - Applicant