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Home My WebLink About03-52P_RYE SPRINGS SUBDIVISION_RYE STREET61, oAlk ` _.._ _ V i SICmmi oow�olr _w � 1 � A Residential Subdivision ,NNN/ Ry Str nt, i 3LIhTIRR3 \ e�=Ll 1 !E�m East Windsor &South Windsor, Connecticut A Property Of The Real Group III LLC 810 Prospect Hill Road Windsor , Connecticut J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOR, CONNEUCUT 06088 (860) 623-0569 FAX: (860) 623-2485 DRAWING INDEX SHEET TITLE Is fill zJ SHEET N0,_ COVER SHEET . .................................. . 1 of 13 KEY MAP ................ I ........................ 2 of 13 SUBDIVISION PLAN . ............................... . 3 of 13 SUBDIVISION PLAN'................................4 of 13 SUBDIVISION PLAN . ............................... . 5 of 13 TOPOGRAPHIC PLAN ............................... 6 of 13 TOPOGRAPHIC PLAN . . ' . ...........................7 of 13 TOPOGRAPHIC PLAN ............................... 8 of 13 PLAN & PROFILE.. ' ............................... 9 of 13 PLAN & PROFILE..................................10 of 13 EROSION & SEDIMENT NOTES . ................. ' - - ' .11 of 13 DETAIL SHEET . ...."'."'.................."'. .12 of 13 DETAIL SHEET . ................................. .13 of 13 S01jTH WINDSDR pLANMING DEPT. Y REV. 12--10-03 SUBMIT FOR FILING wn 3 Wayne E. Keaten 367 Rye Street Broad Brook, Ct. 06016 4 Brian Hastings 365 Rye Street Broad Brook, Ct. 06016 5 Gary & Dianne G. Croxford 363 Rye Street Broad Brook, Ct. 06016 6 Ellen Lynne Rosner 361 Re Street Broad Brook, Ct. 06016 7 Edwin & Isabel Rowin 359 Rye Street Broad Brook, Ct. 06016 8 Rhea A. Usher & Joseph S. Commisso 357 Rye Street Broad Brook, Ct. 06016 9 Dawn M. Rinaldo & Christopher D. Newman 353 Rye Street Broad Brook, Ct. 06016 10 LAwrence C. & Maureen R. Lyman 351 Rye Street Braod Brook, Ct. 06016 11 Marc S. & Linda L. King 349 Rye Street Braod Brook, Ct. 06016 12 Cynthia M. & Kenneth Strout III 345 Rye Street Broad Brook, Ct. 06016 13 DMD Realty Family Limitted Partnership 341 Rye Street Braod Brook, Ct. 06016 40 42 33 River Bend Associates, Inc. c/o Griffin Land & Nurseries, Inc. 204 West Newberry Road Bloomfield, Ct. 06002 34A William P. & Coleen J. Green 340 Rye Street Broad Brook, Ct. 06016 35 Judy D. & Stanley W. Paleski, Jr. 145/1 354 Rye Street Braod Brook, Ct. 06016 36 » 1, It 37 » It „ It EIR Plata Rinnic Zone = A-1 Total Lot Area = 27.37 Ac. PRD Open Space Subdivision 45% Open Space Offered Min. Lot Area = 37,026 s.f. Min. Rear Lot Area = 74,052 s.f. Min. Lot Frontage=127.50' 50' Building Line 25' Side Line 30' Rear Line Density Factor (1 Lot/Acre) Lots Allowed = 27 Total Number of Lots =12 East Windsor Map Blk Lot Name -& Address 40 50 1 JRF Realty Inc. c/o JC Parker, Director 3300 Cashwell Drive Suite 1 Goldsboro, NC 27534 THIS PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMA710N. IT IS NOT TO BE CONS7RUED AS HAVING BEEN OBTAINED AS 7HE RESULT OF A Fi1ELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE F►ELD SURVEY MAY DISCLOSE. IT CONFORMS TO THE CLASS "D" REQUIREMENTS OF 7HE "CODE OF RECOMMENDED PRA077CE FOR STANDARDS OF ACCURACY OF MAPS" OF 7HE CONNEC77CUT TECHNICAL COUNCIL, INC. 38 Lois R. Paleski 360 Rye Street Broad Brook, Ct. 06016 39 Cecil & Nancy Graham 362 Rye Street Braod Brook, Ct. 06016 40 Ronald G. Moore 364 Rye Street Broad Brook, Ct. 06016 41 Martin & Oda Roberge 368 Rye Street Braod Brook, Ct. 06016 43 Ann Maffucci 95 Stillwood Road Wethersfield, Ct. 06109 44 Peter L. Churilo P.O. Box 98 South Windsor, Ct. 06074 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. South Windsor Map Lot Name & Address 145 39 Ann & Vito Maffucci 95 Stillwood Road Wethersfield, Ct. 06109 42 Wayne E. Keaten 367 Rye Street Braod Brook, Ct. 06016 43 Wendy W. & Alan E. Porter 694 Rye Street South Windsor, Ct. 06074 44 John G. & Irene L. Piechowski 684 Rye Street South Windsor, Ct. 06074 45 Wayne E. Keaten 367 Rye Street Broad Brook, Ct. 06016 46 Doria J. Charette 672 Rye Street South Windsor, Ct. 06074 47 Lionel R. MacDonald 670 Rye Street South Windsor, Ct. 06074 48 Erik T. & Karen M. Fitzin 660 Rye Street South Windsor, Ct. 06074 146 1 Mary B. Shepard P.O. Box 415 East Windsor Hill, Ct. 06028 REV. 12-10-03 SUBMIT FOR FILING, NO CHANGES THIS SHEET REV. 12-1-03 STREET NAME REV. 8-4-03 STREET NAME REV. 7-3-03 NO CHANGES THIS SHEET .a 0 0 0 a <Y cD 0 0 0 M cu LL Cn c a 0 t� LEGEND.- -0- 0 El MATCH LINE SEE SHEET 5 OF 13 IW85 WF101 APPROVED: EAST WINDSOR INLAND WETLAND AGENCY BY CHAIRMAN \ Judy D. & Stanley W. Paleski, Jr. a N/F' Lois R. P'aleski Open Space To Be Conveyed To IM1/F81 The Town of East Windsor cr INFs8 Area = 540,064 s. f. 12.40 Ac. �' \WF78 Map o 40 Blk 42 Lt 42-13 N70°03' 09" W 600.11 (Total) WF69 •,WF80 F80 98.69' ` UTILITY POLE ¢.0 *. �. WF79 WF 7 1VF76B EXISTING CATCH BASIN ...r --^ PROP. �jr¢ WF76A EXISTING STORM SEWER CONSERVATION `9 39` 7550' WETLANDS REGUAL7Fp ,gREA EXISTING l.P. 3o' REAR LNE_�- EASEMENT EXIS77NG MONUMENT PROP. I.P. / 5 �8 Tot PROP. MONUMENT �� / � ``'LJ 72 WF74 � 34 w (Total) 219.60' � ...... WETLAND LIMIT ` WF73 N75°05 14.3.65 y� PROP. 75, 95, Lot 8 CONSERVATION Area = 37,884 s. f ho`� " EASEMENT 3° 30' REAR LINE 1 1' 0.87 Ac. o RFgR 10 Saxton Lane " / LIMIT OF/aF / \ CONSERVATION / Map 40 Blk 42 Lot 42-8 EASEMENT (TYP) / / _ x �n o •,.`_ PROP. C <Q Q CONSERVATION PROP. EASEMENT CONSERVATION EASEMENT o ` 10.00' 12" / S4739'50'E MPL PROP. DRAINAGE ,h o EASEMENT IN FAVOR OF THE TOWN OF EAST WINDSOR Lot 9 o R=09 46'19" ESMT. , � Area = 37,715 s. f. /� EXIST. TREE LINE (TIP) R=60.00 0.87 Ac. O/ / �i - / 3 L=10.23' / 8 Saxton Lane ° 06 / o� CO / Map 40 Blk 42 Lot 42-9 a� `V / y N' N A=16049' 06 R=60.00' 0 Mh L=17.61' / Lot 10 / Area = 39,380 s. f. a / 0.90 Ac. >> 6 Saxton Lane o� ry / CA ap 40 Blk 42 Lot 42-10 <� F Lot 11 o F Area = 46,942 s. f. 1 08 A w WF84 r WF104 WF102 w Uw) W Wetlands WF103 WF83 Z WF64 ... ... 66 -I 67 WF82 = 65 Reference Map: r "Property Survey Land of Ernest & Carolyn Lloyd To Be Conveyed To The Real °,„ ,� 44 Group III LLC Rye Street East Windsor & South Windsor, Connecticut' 1"=100' g` �'IG� � �� 9-03-02 Rev. 9-12-02 Class A-2 by J.R. Russo &Associates, Joseph R. Russo, � � CU �O�L L,,S, m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 AREA CODE 8601644-2511 Notes: August 25, 2003 1. Parcel is not located in a flood hazard zone Panel Nos. 090027 0002 B and 090036 00020. 2. Portion of the parcel is located in inland wetlands as mapped by soil CERTIFIED MAIL scientist Michael F. Gragnolati. Mr. Dana Steele 3. Bearings are based on the reference map. J. R. Russo & Associates 1 Shoham Road 4. Elevations are based on U. S. C. G. S. Datum 1929. East Windsor, CT 06088 5. Underground utility, structure and facility locations noted hereon have Re: 03-52P, Rye Springs Subdivision been compiled, in part, from record mapping supplied by the respective Dear Mr. Steele: utility companies or governmental agencies, from parole testimony and from other sources. These locations must be considered as approximate We are pleased to advise you that at its August 18, 2003 meeting, the Planning & Zoning Commission in nature. Additionally, other such features ma exist on the site, the approved vMb-modifications Application #03-52P, for a portion of new road as a part of a 12 lot existence of which are unknown to J.R. Russo & Associates. The size, subdMsiddin East Windsoi (no build t}g_lots in South Windsor)'27+ acres to be known as Rye Springs location and existence of all such features must be field determined and Subdivisiorr'on property located on westerly ddei,of 1tye:Street; AR zone a's shown on plans prepared by verified by the appropriate authorities prior to construction. Call Before J.R.Russo &Associates,•Project #F2001-067, dated July 3, 2003, as revised. This approval is subject to the You Dig 1-800-922-4455. following inodificationsi' 1.. This approval is for no new lots, new public street only. 2. -If the Town.of East Windsor requires sidewalks, then the sidewalks must extend to Rye Street. APPROVED: : ' 3. , Draidage:and construction for this subdivision is subject to the approval of the Town Engineer. EAST WINDSOR . • 4. Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the PLANNING & ZONING COMMISSION policy established by the Chief of Police. Street lighting is to be coordinated with the Chief of Police (copy enclosed). BY 5. Street names and locations of fire hydrants are subject to the approval of the Fire Marshal of the Town CHAIRMAN of South Windsor. Street names and supporting posts shall be installed by the developer in N/F conformance with the standards of the Town of South Windsor, at no expense to the Town. Cecil & Nancy Graham 6.. Alilf►tYanseuancepoIt'".shgli.lie'SuljmiMelttothisCommis`sionriamingtheTownofSouth SECRETARY Wigdsor as an insured, with a: comVined smgle•hmtt for bodily injury an&ot'prop&ty-damage in the aniount of $1;000;000. THIS APPROVAL EXPIRES: 7.. Prior to commencement of.any. site work, a meeting must be held with Town Staff. 8. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 9. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Clerk's office. If the developer chooses to submit a Letter of Credit for a one-year term, said Letter of Credit must be 1 renewed on a yearly basis until completion of the development. If a new Letter of Credit has not been I received within 30 days before the expiration date, the Commission may, at its option, call the Letter it 1 it is holding. 10. No building permits will be issued until all modifications have been complied with, and the final plans 1 have been filed in the Town Clerk's office. , 11. The applicant has agreed to work with the Town Engineer to address Rye Street drainage concerns by x 'I lowering invert elevations on storm drainage within the subdivision, in order to facilitate a future •NIF t South Windsor drainage project to connect into the subdivision storm drainage. Ronald G. Moore i Black and white transparent mylars of Sheets #3 with the above modifications, together with three 1 blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the lWand Wetlands Agency/Conservation Commission, must be reproduced on the mylars. 1 After mylars have been signed by the Commission, they will be returned to you for filing in the Office of K 1 the Town Clerk by December 6, 2003. After filing these plans, a copy of the receipt must be submitted to, EXIST. j the Planning Department. STOCKADE �l FENCE _ - `'��~ Sincerely, 4 Saxton Lane S74'50'S8"E �` s�' 4°.eU�� Map 40 Blk 42 Lot 42- 1 y Kevin McCann, °j� Chairman 10.00 c vnF / m N> _ ` Planning and Zoning Commission ` / Ci 12" 1 , Enclosures n 3� SD Lot 12 e� MPL cc: Town Engineer Area = 41,098 s. f t' CA , l Chief Building Official o , l Assessor ��'v ! ` rzy 6 0.94 Ae. t?h EXIST. SWING SET j Superintendent of Pollution Control ^' t`? 40 2 Saxton Lane N/F j Fire Marshal I ¢O'evi�D, ` BU'`DjNc�,N / Map 40 Blk 42 Lot 42-12 r1-1 Martin &Olda Roberge N° l/yF lyy�, 0 F / �tZ 39' 12" 10.08' LP.EXIST 'xL�On Sp"#1 MPL SHED ENCROACHMENT N6T50'22"W 166 LCz 680, 8g9 DETAIL "A" / �� e �14� 4° i 12" N. T. S / SAP, 9' � BU/�%tc l/nf MPL `�7 Z' I MPL �6t Area = 53,062E s.f. " L 0o ,2, 1.2E Ac. �` MPL Map 40 Blk 42 Lot 42 A -02°00'39 I I 180 5 R-175.00' �f S6180.005" E - - S 13 35' 11 " W 17.32 A=98°34'26" / Cb PLE TREES R=25. 00 , C� A=18°09' 53" L=43.01' Lot 3 � R=175. 00' s� S13°35' 11 " W >, ati Area = 37,329 s. f. °°�� 4O B�/�°j `T�3, 3s�' L=55.48 �0 0.86 Ac. ry �h Lot 2 NCU�F ` _ N67°50'22"W 10.62 1 9 Saxton Lane Area = 37,851 s.f. o , ry 132,32' Map 40 Blk 42 Lot 42-3 / 0.87 Ac. ,'`/off 7 Saxton Lane j °c/�w ` A=20° 10' 32" (Total) ,� o y 1� / Map 40 Blk 42 Lot 42-2 0� �. Lot 1 R=175.00 10 ry Area = 61, 360 s. f. L= 61. 62 (Total) _ co 1.41 Ac. 0 5 Saxton Lane `� �•.�e _ 144.92' _ 41 150' Ma Ap 40 Blk 42 Lot 42-1 S67050'22"E SNDS REG � 1 UAL TED ARE.4 / / EXIST. BARN Z13 1 TO BE REMOVED A=20° 10' 32" 4 C/1 I / 30' REAR LINE 30' REAR LINE R=225.00 30' REAR LINE L=79.23' A=82°58'46" 1 ® R=25.00 12" L=36.2I' rn c4- 140.10' X 1175.79, X - _ 32 ' f 642.28' (Total Lot 1) �_ MPL 316' f X Y AM X N67050'22"W 1,176.46' (Total) X .i EXIST. TREE LINE (TTP) • R WIRE FENCE-� X j 6-25-03 �0 Y0 PROP. UTILITY EASEMENT N/F ��psN/F CUT Ann Maffucci S� Ann Maffucci FAVOR OF THE susr AfLIGHT &jWER COMPANY (SEE J DETIL"A� ? OI AQP IIIII I i TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS II This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of ahn'nrr�rri�, Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Property Survey. GRAPHIC SCALE .�`�,r CON/yF`M Exterior subdivision boundary lines are based on a Resurvey. The boundary determination of the interior ,to 0 20 40 ao 160 ��;��P� R qG'• i lot lines, including the proposed streetlines, are based on an Original Survey. This surveys conform to Horizontal Accuracy Class A-2. ( vs : O ; -► IN FEET) ' * ' 048 .• This document and copies thereof are valid only if thev bear the live sienature and embossed seal of 1 inch = 40 ft. ! ._1L.=.,�g0• ;,Q REV. 12-10-03 SUBMIT FOR FILING REV. 12-1-03 CONDITIONS OF APPROVAL REV. 8-4-03 REMOVE DRAINAGE ESMT. ON LOT 11 RF\/ 7-7-0.7� nin rNArirrt=c TNic cuPPT ;I 05 40 r. N/F River Bend Associates, Inc. r // Z31 ro 160 . WF22 / / / b O O M / I / / / Ivy WF21 WF25 WF19 FL=44. WF17 / �WF15 WF14 WF16 .----"'�- Wetlands / f2� N/F Peter L. Churilo GRAPHIC SCALE 20 40 so ( IN FEET ) 1 inch = 40 ft. MATCH LINE SEE SHEET 5 OF 13 WF134 \ VYF133 WF126 WF131 WF128 WF127 WF131 WF106 WWF114 F123 W O WF122 WF115 WF61 WF105 WF121 \ . w WF125 �Irlw 4 WF120 w w WF116 N WF119 WF60 w WF130129 Open Space Z To Be Conveyed: To -' The Town of East 'Windsor W118 Area = 540,064 s. f. _ ... WF117 Q 12.40 Ac. /-"_ ... WF59 g Map 40 Blk 42 Lot 42-13 WF51 WF53 WF55 W57 WF58 Wetlands Z A15RTTECOURSE NT W 0 V. WF46 WF47 ke / WF44 ,2� /, i��WF43 $e, 266 53 / WF52 WF54 WF56 N70°03' 09" W 500.11' Total} WF50 --'•' 288.83' — _.. 112.80' / WF49 PROP. WF48 CONSERVATION 30' REAR LINE / EMENT 30" REAR LINE —• PROP. DRAINAGE EASEMENT �_ IN FAVOR OF THE TOWN OF PROP. E ST WINDSOR CONSERVATION N Lot 7 o EASEMENT N Area = 38, 321 s. f. ? ° WF42 WF4� RtiPR WF41 40 UMIT OF CONSERVATION EASEMENT (TYP) WF39 Wetlands ( l z WF38 to J I WF23 WF36 ( C) I o WF2 WF35 WF33 ,e FL=46.35 Eo 31 WF32 Zl — — / _ -- WF27 I WF30 L2 n / fir° DRAINAGE EASEMENT IN NII FAVOR OF THE TOWN OF EAST WINDSOR CY)i 0 WFs N8% 6/ N W Lot 6 Area = 77,786 s. f. 1.79 Ac. 14 Saxton Lane Map 40 Blk 42 Lot 42-6 20' SIDE LINE S68004' 40"E 422.13' 285.04' ESMT. 268.52' N68 04 4i7W A=30'00'00" ESMT. PROP. 20' DRAINAGE R=o 2,' EASEMENT IN FAVOR OF THE TOWN OF EAST WINDSOR Lot 5 Area = 82,875 s.f. A=58°37'03" 1.90 Ac. R=60.00'—1 15 Saxton Lane L=61.38' (Lot Map 40 Blk 42 Lot 42-5 7 20.00' SB co EXIST. TREE LINE (TYP) NO3'46'12"W WF4 WF3 20' SIDE LINE WF2 MPL 194.2 347.52' N67010' 35" W 458.50' (Total) gall ... i i 160 APPROVED: APPROVED: EAST WINDSOR EAST WINDSOR PLANNING & ZONING COMMISSION INLAND WETLAND AGENCY BY CHAIRMAN I BY SECRETARY THIS APPROVAL EXPIRES: I THIS APPROVAL EXPIRES: CHAIRMAN SECRETARY WIRE FENCE 264.21' 136" 48" PINE PINE N/F Ann Maffucci 6-25-03 2 bG6.I7Mr ZR7E This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b--20 of the Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a ProPe:rty Survey. Exterior subdivision boundary lines are based on a Resurvey. The boundary determination of the interior lot lines, including the proposed streetlines, are based on an Original Survey. This surveys conform to Horizontal Accuracy Class A-2. This document and copies thereof are valid only if they bear the live signature and embossed seal of the designated professional. Unauthorized alterations render any declaration hereon null and void. rrrirc �..i'� 0.88 Ac. o �, 2^ 12 Saxton Lane ry o Map 40 Blk 42 Lot 42-72., r'o�'c'O, MPL 10.00' S4739'50'E 12" MPL A=94°34'25 Aam�, R=60.00, L= 99.04' A=28004' 5i R= 60.00' L=29.41 Lot) 12" / A=60°44'27" C / R=60.00' L=63.61' MPL 0=269°48' 04" (Total) R=60.00' L=282.54'(Total) &=Io-18,41" ESMT. �G �o �% R=60.00' / L=10.80' 10.00' N2155'20"E O1�- co A=44°54' 02" (Total) y 20.00 R=60.00� � N68 04 40 L=47.02 (Total) y�A Syt2,,3 9 50- ♦ / 0=55`52' 10" —R=60.00' L=58.51' ¢o. BU/C��Nc G/.y 1 F / Lot 4 Area = 54,822 s. f. 1.26 Ac. 11 Saxton Lane Map 40 Blk 42 Lot 42-4 A A3 i' A6 PROP. ' CONSERVATION EASEMENT A2 ' A Wetlands 30' REAR LINE 1 I 218.29, _ A, N0-, 0' 22" W 1,176.46' (Total) 0=10'1841 " ESMT. R=60.00' L=10.80' LEGEND. -o•• UTILITY POLE O EXISTING CA TCH BASIN EXISTING STORM SEWER • EXISTING l.P. ■ EXISTING MONUMENT O PROP. I. P. o PROP. MONUMENT WETLAND LIMIT qo� REV. 12-10-03 SUBMIT FOR FILING o M REV. 12-1-03 CONDITIONS OF APPROVAL REV. 8-4-03 NO CHANGES THIS SHEET 4 REV. 7-3-03 NO CHANGES THIS SHEET 11 Resubdivision Plan Rye Springs Subdivision / Rye Street East Windsor & South Windsor, Connecticut Property Of The Real Group III LLC j 810 Prospect Hill Road Windsor, Connecticut Map 40 BIk 42 Lot 42 Zone: A-1 J.R. RUSSO & .ASSOCIATES TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTAN77ALLY CORRECT AS NOTED HEREON. CONAr T, '�, 0 *� ` No.804r1 "� ••••'•• ♦ BY SCALE DPS/LF 1"=40' Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOR, CONNECTiCUT 06088 (860) 623-0569 FAX: (860) 623-2485 DATE SHEET CHECKED NO. 6-25-03 4 of 13 dRR 2001-067 T� Q Y Drainage Right Of Way 1 V W4de Il f. Fier""' of The Town Of East Windsor E. W.L.R. Vol. 68 Page 230 X NIF River Bend Associates, Inc. — X 62.20' X S84007'20"E ...�..- -_— X a X X 893.50 X STUMP X X r ,.......•®� X �WRENCE X X WF111 1IF109 'VAki� 15" HICKORY Open Space To Be Conveyed To ,W The Town of East Windsor WF108 o Area = 540,064 s. f. t° 12.40 Ac. WF112 �y Map 40 Blk 42 Lot 42-13 WF115 MATCH LINE SEE SHEET 4 OF 13 GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 160 EAST WINDSOR PLANNING & ZONING COMMISSION APPROVED: EAST WINDSOR INLAND WETLAND AGENCY BY CHAIRMAN BY CHAIRMAN SECRETARY SECRETARY THIS APPROVAL EXPIRES: THIS APPROVAL EXPIRES: LEGEND: -0- UTILITY POLE L� EXISTING CATCH BASIN EXISTING STORM SEWER • EXISTING I.P. EXISTING MONUMENT 0 PROP. 1. P. o PROP. MONUMENT WETLAND LIMIT 6-25-03 WF107 This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Property Survey Exterior subdivision boundary lines are based on a Resurvey. The boundary determination of the interior lot lines, including the proposed streetlines, are based on an Original Survey. This surveys conform to Horizontal Accuracy Class A-2. ••sue �•• This document and copses thereof are valid only if they bear the live signature and embossed seal of the designated professional. Unauthorized alterations render any declaration hereon null and void. WF100 � OAK ,; ,�- �y� J � • \ \ f• 'n \ WF92 .. \ WF94 / Judy D. & S,;anley W. Paleski, Jr. WF90 WF95 WF89 WF96 ` WF97 WF88 WF98 N/F WF87 \. Judy D. & Stanley W. h\. Paleski, Jr. WF99 \ WF86 \ MATCH LINE SEE SHEET 3 OF 13 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTAN77ALLY CORRECT AS NOTED HEREON. l+`r:K-9 No. BOAS-;, S� REV. 12-10-03 SUBMIT FOR FILING, NO CHANGES THIS SHEET REV. 12=1-03 CONDITIONS OF APPROVAL REV. 8-4-03 NO CHANGES THIS SHEET PF1/ 7—.'�-0.7� NY) r NANr:FC TPM (ZI-IFFT Resubdivision Plan Rye Springs Subdivision Rye Street East Windsor & South Windsor, Connecticut Property Of The .Real Group III LL C 810 Prospect Hi l Road Windsor, Connecticut Map 40 BIk 42 Lot 42 Zone: A-1 J.R. RUSSO & .ASSOCIATES Land Surveyors & Professional Engineers 1 SHOHAM ROAD 4.:: EAST WINDSOF), CONNECTICUT 06088 (860) 623-0569 FAX: (360) 623-2485 BY I SCALE DATE SHEET CHECKED N0, DPS/LF 1 1"=40' 6-25-03 5 of 1:� JRR 1 2001-067 OFA MATCH LINE SEE SHEET 8 OF 13 0 0 0 i a to 0 0 0 i Ch m U_ 0) >_ 0 Q \ `♦ , � `♦`�-- :•, %i //�` /i •' it li'FQ'Si ! 1 1 1 ' 1 ! I 1. 1 ri" _ _`�\ �` , . gyp' � � r f , / ;' r' , ! . •��• N/F Judy D. &Stanley W. .- . `.`"•,�` - �` -� ' '// r,"`Q, ! ' ' I 1 I r f 1 r r ! r , ! /,r, r . Pales-k2 Jr. �C LLJ oen fig' ! ! ! r' 1 111 1` �-g�1 ` \ '0�$e` f.OL`�"e�'eCi` (/� ` �• a , Wetlands ` -' " ! 1 t 1 i 1 , ... - - - ._ ! ! , / , •� ! �! �, , '' /, \ _ / , !! ! , ! , , \ �` ` ♦ ! ` ` - - - ' -� - - - - ... ..The �Q2Un of -Erse i-Yi�L�l50r , ! , , % ` - `, • c- ' • ' j , , ., , + ; `Area _= 54D,06��rS, �.- ; ! r' //; - > 1 \ , ,, 1 ,/r/ , ��,�� /' ^.\ ! , N/F �1' ♦ . _ . - - _ _. - - _ t t ♦ j� _ _ 4-2-:4 0•-Ab. - / , r ♦ . ... ` ' /` ' ! ' r r 1 " .� �' ' , ' ! 1 t LOPS R. Pcxleski ` \ ♦ ` "- -. _ ._ -. - - - -_ _. _ - ♦6F` ` t `� - -. - (%•.•,.,. / ! ,' ,' , ' ,' r i ' ;'. ` ♦ ` ♦ \ \' , / /' ' / ' ! 1 , 1 1 "' ' , ,' 1 ` , Ca 1 li 1 80 \ ♦ \� \` . ` . _ _ ^ .- �`� .. - ..- ....... `� � ♦ ; ♦ ♦ ♦ ♦ `•• ` `.WP61 •�` ` -• Y - _ _ _ ' ,' / � l\♦ ', �' ` ♦` � .. _ !'! / !' /' l J,,,' n l `'_ -_ '...- '• �'! / !' .� \ \\ 11 11 � !' 1 1 EROSION do SEDIMENT CONTROL PLAN_ = - _ - ` ` - _ . _WF79 ♦W77 KEY .33- �` .-.... _ _ .. _ _ ♦--.. ♦ ,Poop,. . \ \`, 1t� - �- - \t 14�76A %JQ� 1 I /` �' !'/'/' t •, + _ _ _ - -` I II CONSERVATION. - PS - - - - _° AAB PERMANENT SEEDING EASEMENT ` ' t ` ^ - - - - 30' REAR LINE \ 1 l + `t �• _ ! , , ' , 1 ��i(l ( ! - - TS TEMPORARY SEEDING / Lot 8 ` ' /�' ` t, ! '+ + ' t `, ' �~l' - - - _: - "' `= ' = = `,' �, - �; \ 11 ,' ; / ,1 1 ,! -rvc-j 6.l 71x ea = 37,884 s. f. �'\ `\ \, ! !+ +! ,` ,\,� ; ,... - _ _ _ -•�' ` t,l++ +, +\ V C E CONSTRUCTION ENTRANCE ' ` o. �7 Ac. 72 w,l ` _ - ♦ ♦ ` ♦ `\`. \' \ , \ \ \ \ \ \ \ • 1 1 1 i l ! f - - •_ ` ` ` , ! ! + 1 ` wF731 ' 1 ' ! f , l / r . \ \ ,� \ ♦ \ •� ` . v . , ` ♦ ` ` \ 1 ♦ ♦ 1 \ \ \, 1 1 30t ' f y _ '•• l'` '+ ` ` � + ` _ 1 1 t , 1 I ' / \ '♦` ♦ ♦ ` � '1"9 GS F GEOMMLE SILT FENCE CB 9 TYPE-C ♦ ,'=� T>�'=90 50 ate , \ \ t + ` b,l� P.'t t - ; ; ` I ;1 j r - .. ; ! ! ! , r f , RIPRAP FL=8T.50 = 1� ` ` , + ;�QN�R `�,bH' ` . , �- ; la 1'; t,,', ! r,�`\�` \„ 1 ! ll,r;' / 1 !',,,�'', , ` `, v ♦ \ , \ \ , 11 , \ ! t C`� �\ ` ' 1 / RFA _ - + ! j , ! ! t l EASE N It \ `` \ \` /'' I I I � � 1 1 •a , r , ' r/ram \\�p\+, ` I � I � 1 1 " i !',�.` ` ` `\\ `\�p 30!!!, � •,' � r 1 !1 1 1 a OP �,� l + 1 ! ! ! / 1 OUTLET PROTECTION �� ♦ " NIF 2 -imld-©F__•r ,/ r r! J ; ;\.\``` i (; is i i ; AR ��(' \; r \\: I; j i 1 ' I It,\ `•,' \`\ `.`\ ,',' /' ! ! /1 /I E Cecil & Nancy Graham / 12 48 TRENCH / QN.SERVATIOt�' 1 �, ' \ ` `. <' ' / S H B HAY BALE BARRIER / .ar J`� `� ! 1 1f ( !t 11 , , ; , r',!r/ ,�,\ ` ; 1, `,% `, CQCC�/C / a I �AS�tuIFNT ' -TY- P), gNDg RE .q Lat^ 2 FSFR GOALTED ARE,q / Area = 37, 851 30' REAR LINE • • ' ` 30' REAR LINE PROP. TI�EE UNE (TYP) N/F Ann Maffucci LEGEND: [A 2 8 :5fir.0 25-0 A 0 ,ail TP 1 it l { - FD - !1O �P o l UTILITY POLE Reference Map PROP. UTILITY POLE "Property Survey Land of Ernest & Carolyn Lloyd To Be Conveyed To The Real Group PROP. CATCHBASIN PROP. STORM MANHOLE III LLC Rye Street East Windsor & South Windsor, Connecticut" 1"=100' 9-03-02 Rev. EXIST. SANITARY MANHOLE 9-12-02 Class A-2 by J.R. Russo & Associates, Joseph R. Russo, L.S. EXISTING CATCH BASIN Notes: PROPOSED SIGN PROP. U.G. ELEC. LINE 1. Parcel is not located in a flood hazard zone Panel Nos. 090027 0002 B PROP. STORM SEWER and 090036 00020. EXISTING STORM SEWER WETLAND LIMIT 2. Portion of the parcel is located in inland wetlands as mapped by soil EXISTING CONTOUR scientist Michael F. Gragnolati. PROP. CONTOUR EXISTING SPOT GRADE 3. Bearings are based on the reference map. PROP. SPOT GRADE EXISTING 1. P. 4. Elevations are based on U. S. C. G. S. Datum 1929. EXIS77NG MONUMENT PROP. LP. 5. Underground utility, structure and facility locations noted hereon have PROP. MONUMENT been compiled, in part, from record mapping supplied by the respective PROP. LIGHT utility companies or governmental agencies, from parole testimony and STAKED HAYBALES OR SILT FENCE from other sources. These locations must be considered as approximate in nature. Additionally, other such features ma exist on the site, the TEST PIT existence of which are unknown to J.R. Russo & Associates. The size, location and existence of all such features must be field determined and PERC TEST verified by the appropriate authorities prior to construction. Call Before PROPOSED WELL You Dig 1-800-922-4455. PROP. RED MAPLE 2.5"-3" CAL. 6. Additional erosion control measures are to be installed as directed by town (ACER RUBRUM) B&B staff if field conditions necessitate. FOOTING DRAIN OUTLET 7. Soil erosion and sediment control contact person: Dan Ferraina 688-7519. PROPOSED DRYWELL SUMP PUMP/FOOTING DRAIN OUTLET 8. All footing drain outlets shall be 4" PVC SDR 35 pipe if within 25' of primary and reserve septic systems. 9. The developer shall install a street sign prior to issuance of Certificate of Occupancy, location and type as per Town Engineer/Director of Public Works. 10. All silt fence within 20' of the top of bank along the north and west sides of the property shall be double silt fence or silt fence and haybales. APPROVED: EAST WINDSOR PLANNING & ZONING COMMISSION BY 'CHAIRMAN SECRETARY THIS APPROVAL EXPIRES: - APPROVED: EAST WINDSOR INLAND WETLAND AGENCY BY CHAIRMAN t CB#1 A TYPE-C TF=104.8t SECRETARY t((MATCH EXISTING GUTTER GRADE) THIS APPROVAL EXPIRES:_ 1 FL=101.30 FINISHED GRADE FACE OF CURB ELEV.=103.95 REV. 12-10-03 SUBMIT FOR FILING DMH#1 REV. 12-1-03 NO CHANGES THIS SHEET TF=103.95 REV. 9-3-03 N.C.D.H.D. COMMENTS, NO CHANGE THIS SHEET FL=98.50 REV. 8-4-03 TOWN ENGINEER & TOWN PLANNER'S COMMENTS REV. 7-3-03 N.C.D.H.D. COMMENTS Topographic Plan CB#1 TYPE-C . 'r ,' •.` f/` ,. - -.- t , TF=102.St Rye Springs �S' b d2v2s/bon PT 9 \ ram:,, r ;.•! f.. i;.r,'r�;!;�:.. / e _ + ' \ • \ ir�r� % ! , r�•.'/i; ��/r: rr,. ; �.�..!r r ! � '�• Its` •o t�`V "g.!/� IN -f `: %/� ' (MATCH EXISTING /!,' �' >> c� `� GUTTER GRADE) Rye Street t �� TP 336 q `\ \ !,F .•: 5 j 1: fi •: jy'' CB T 11- E-C 102 \ , • , FL=99.30 EXIST. BARN 1F=100.09 --' 1 East Windsor & South Windsor, Connecticut --- ..._, -' ` � No TO BE REMOVED DW 1 - IFL�.00 (15') PROP. "STOP" ' ', 1� Property Of 30' REAR LINE \ ' \ TF=100.67 FL=94.50 (DVI i1) 1 SIGN S" , !I -� -- -- -- -�- -- -- -...� -- FL=94.50" 100 -�� ', The Real GroupIII LL C 12 r J �- ! PROP. UTIUTY 810 Prospect Hill Road (X X ---�X +tEAs ENT IN FAVOR Windsor Connecticut EXIST. TREE LINE (TYP) N JJ R W/RE FENCE j ` +UFL.&P. L� R CONTRACTOR TO COORDINATE I _ Map 40 BIk 42 Lot 42 Zone.- A-1 t 6-25 03 0 W , s o N WITH C.L.&P. REGARDING POLE F � �� A�Ann Maffucci Exas &GUY RELOCATION. `:5�� T 'ISA1v MH ox�� E �T� :102.4 J.R. RUSSO & ASSOCIATES np�y" O TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS �� ! ` �4- Land Surveyors & Professional Engineers '0-300b-1 thru 20-300b-20 of the iMAP IS S �BN,AsuiaLhY CORRECT a CEO EON. urveys and Maps in the State of �OF C�NNFL► ' �� Q� a p A ..... yors, Inc. It is a Property Survey. GRAPHIC SCALE �� wQ� R. RGs+ •.�t' ` �� `�`` G`�'ir ��G �fF: ,>.;..f; ; 1 SHOHAM ROAD • .ndary determination of the interior EAST WINDSOR, CONNEC71CUT 06088 Survey. This surveys conform to 40 0 20 40 so 160 » * : a No. 48 * i No. eoae J* (860) 623-0569 ' .,�eN �2 •. , NS.• yob. FAX. (860) 623-2485 signature and embossed seal of IN FEET) "•y S/ 'ts St1 + iration hereon null and void. 1 inch = 40 ft. BY SCALE DATE SHEET CHECKED NO. DPS/LF 1"=40' 6-25-03 6 of 10 JRR 2001-067 q, •a c�a 0 q N �o 0 0 0 U_ Cn 0 a MATCH LINE SEE SHEET 8 OF 13 / `\\\ ♦ `,````\ -_ - \�` -' _ / 1' !'• /• ,' 1 ,' , Il ,,r'., '\ _,rr ... _. _ - `\ \ ♦ \ `♦'''\ ♦ rr , 1 ! i I 1 , 1 I I I I + , 1 i ♦ `•\`\ I N. \ \ \\\ `..\ IN \\ ` JT - !// /,/�//-\`\\`\\ _//////,/,�/ �\ -_ _--..-_ - \ `` ``\\ `\`\ \\\\ \ \ \ r IN N I \ _ \ O N. r \\�-.__.._. \`\ `\ \ \♦\\\♦ \;; `- - ri,/!! •!'/I%!!!!;'/� / /'�%l��1 \WF105•,\` ♦\ , • \ \ 1 ~`• ,,,� " __ `. `- _ r' _ r i I" - - - '...�, / / ' r -,_, •---i/lI ••'... � . \ 1I!" 1 �j1 � \ \ \ \ \ ` \ \ ` \\ �, - f -,,.- r r / / / • I ! ! / "•„ � \ W / � .. `� _ ,,�, � ` �_ _ _ '_ .� "- ._ _ ..... _ _ ._ . - - -"- - - _ _ _ _ _ ._ -' .._._ ._._....... -.... ''• - _ _ ..-j�F114r ` ..-.. r• ^"_ � \ �.. ,� „". - • , J /! ,!!! ! � r' !! ! ' •:\ `WF133 '"•?p .. - ;,• ~ .,.,7 "WF125 .. •,•....-- l ! ! ! / _ / - >'`'� - ^' 13 _ - -_- - - . - - - - WF12g - - - • Vl!] i27` ` ^ = _ WE12S^ ' - - - _.. _ `IN N,Ld w �4i1F116 f,'',!/!,' _ _ \` V) /tiVF,�O/!'/,//-\�� w ` \ DADTIPI C CUD AAA-Tn _..-------__.... ___.-WF118/ - ! / /, 17- 10 - VORTECHNICS MODEL 4000 OR EQUAL. �- ^_' -._ _ _ _ _ _ _ _ `= - y _ _ _ ` f_ tc'F59� ' ; ��' 0 1/` ?E 1i- / \ ' St�BMIT SHOP DRAWINGS TO TOWN ENGINEER - FOR APPROVAL PRIOR_ TO..ORDERING: -\\ / �`'>' � - KF52 WF53 ��- . \ ` w�57- \ WF54 , Jam- r --- ---- - LEGEND. We Elands ._ �� r r r / 1 -o- } ,' •` �'• `♦ `. Open Space _ _. - - _. � ,'' �---_: .- :`- -•-- � � _�� .'_". -� _-� _�_y._-�'�`-- �` � =�•:'- - - - - ^_- _- • - , � -' r' ; �,� `\ o l ♦`�o Be Convezygd_To' t' \ Th e> Tn_.?-tjn- f)f " F.'n et W2m.r7_enr ` _ _ - _. - - - ', , 'r . , -'�- '; _ ._ _ _ ... . �i�itt tc�r-� Fa.-a?�rrDO'_ '/ O Area = 540,064 s. f - - RSE i �p _ ._ ... _WF48 j �` f i r ' : �. _ _ _-_ w�I�I�c[�.a►t�� IaF�I' _ - _ 38 AR-UNEr ?" / _ - _ ❑ 1 ' , 12.40 Ac. _ - - _ wA�E�COU - - _ - ` - - - / /' r -r ' / P' REAR UNE /�� - - _ _" -' ./� \^� TP 324 �- !"' - -rn3 _...__ ��► 1 -E- WF46 WF47 -✓ / -✓ 'r', r �' - / N ✓ ♦ ` �� , '/ _ _ _ _ _ _ _ f I 1 /•! - -,'GONSER1lA �P, S 1 1 I , 1 _, 1 I (\ .,_„ .ram •%-" -'_ _ _ r / / ' - / ' .C-_,_-: i-"'/ N ` ` N_ %. i' �i 1 - - - - - '- ' ' - __._ r : , , j� , / O\ \ ' o_ - v ii; �/ \ [V \ .. -. 1 T T JL/ /AS Ef T. r' '% ,, ,/ \ o Area y38,321 s.f. �� _z _- / 1 , I 1 f ' , r I I I •\..„ 'Wf.4tl" , ,/ -,'' ,i'�/ ' ._.- ,/r, ,/ ' // '' Lot 6Z�"' ♦ 0. Ac. , 92 , ' ( ! ( r , t , I i , i ✓ , / / ! 1''/r•.. •�._ r / / , � ` \ `,��. i, KF42 ! , �_ / ,, �PR t r i ,' '+, 1.79 Ac. \0006 � `\ . !t` ! 93.0 zsa.o )! ! R r: _ 7 r`r.• #i. , •>�,,'Y.5':k •:r'•.:r,>r River Bend Associates Inc. , 1 ! i . �' :� / r ' ; %%•�: r%"``''', `''SNI N O 41 ',''1/',43 El It �' 'I !! !' ! i/ ,1 I ,' / ! J / �' , ' ,' /,/,' / '� , r r r l' 1 Wit ;Qr' 327-A \ n' 327-8 PT 6 , �� //L I ' �/" �:✓� ;�!/' / ,' r r' r' ./ / ,' ,' ! ! -' ' ' •'I -�- \ ERVA 170N 1 c�'� � ' �ifc r�fLY r ,' ,' /'✓ / - ! / ! / ! 1 ,!, // ,' / / r' -� .Yi'r 40 r' ! f r..' , i �.i(-��-n• ��.- '`,IEA19M�NT I{P) ,!, ;" 1� ,\ 1P ! �! ' l\ R - - _ _ �p ♦ \ \ 327- '9 - _ g ,("�D�, ,'I�T)` t ,tt 00.5 \ \PT •� , r - r' ram'' ! 1 f f I / I / �. ' ! i�84.30 ,/ / /! !' � •�i,'r�/fi i;>: j':LY/,•,'•- \ � Q ! / / / , r , ' r / r %'/ , %' , ! , 1 , , 1 t , � WF39 , _ .. _ _ _. - - - •- � : / / r / , ' f ! ! r \ ` .. / � � ,rl, >."' % �; \ Oi�,c EROSION do SEDIMENT CONTROL PLAN KEY -' , -' •- , -' ! , I ,' l / f _ _ ! !` !`,' ; ✓-' ,' r73.75` - _ _ / ,�`b ' :' `, c" c n' S-c - - - r / - ,- . 1 . 1 r . , n \- - ! / l �� _ .. ram, ----------------------- - / We lands ! % ! , - + , r ! _ GVj A 10 ir'% "'/• - / / , ,' ,' / _•rrrr .. 1 j 7 I ! 1 1 , r'' ! ! .• 11, f1��u , , !r - _ - '! ! (n,. 0� TP •� 1 PSPERMANENT SEEDING �,',' , - - , - _ , r' r / , r / I , ; ; �/ -� f (�R`A' ' ` III T ; r - _ - - - "r' f PS rr �- _ •- _ 92 - FD - / - ✓ 1 f 1 ', / !, ,1{�� , , } / - _ ...... _ _ HO UIRES �.' 327-c G _ l/ ; -. _ r ; - f f WF38 ! Q ��' ENGINEERED :,` :.,�:,: E F TS TEMPORARY SEEDING , , ; , - --- 'I z' / _ _. wF#s ' ' w� i :. ! -o r� �' FOOTING DESIGN ';%��,• 1 �� I 12 --�� SP O 1' � /•1' oI GI-�w.,ery emirs//,.`S;/.: ..�'7 1' 1. Dior ram FOR POOR SOIL L�J CONSTRUCTION ENTRANCE " t ` F=f CONDITIONS / %''%{' MH2A PROP. DRAINAGE EASEMENT ( r r / IN FAVOR OF THE TOWN OF GSF GEOTEXTILE SILT FENCE WF39 ACCESS WAY {SEE I `` :% �� .- 9 > FL=;83 30 ', wF2% ! DETAIL SH. 12) I ""' r { " EAST WINDSOR R R - \` `` , WF33 - _ ; ' r r I 20' SIDE I ! RIPRAP `, '' ' \ `�\.u/co�\--FL-435 , .' �Mii�%' / I" t 1- ! l 88 ', 1 \ ,\ .\ �,-- DMH 1 W BA rLE O P OUTLET PROTECTION , ; :• �_ ` \ ` . \ , ; ` wF3z (GhtATE TF46§.'1� ' ,' ' / =91.50 Mg► HAY BALE BARRIER ' ;-;- = �'wfi2 w�s7� / ,,'' ,'' r FL=€�s'0 1 I FL- . 0 c� ,� '✓ - ; - `�!' FI-=59.10-OUT `, 111 I BAFFLE= � v wF2o` ' ` _ ' - - - - - - - - �;'_ _ - •, ` �\ -' , !f I , "PROP. DRAINAGE EASEMENT ✓ "' - - ' - - •- -- _ _ _ '' - IN FAVOR OF THE TOWN Vv IN. ------_...___-- (' \\\ `\`` ` ( 1v V i `BAST WINDSOR •� �r,,.•�`. ; /✓ r wF19 ` FL=44.53 ✓rr 1!- _ '' `` TS �;, ,::O TEMPORARY :.�;,. - DW#3 r -.WFI•`\ ` \ , � TOPSOIL ;�.%� �;' TF-90.00 / f rE,. o'' STOCKPILE 328r;'1r' / FL=84.8 ' ' r ' r , ,' r '/ r / • ! 1 \ YID 6' ` �r t - ' W : %*IMM•.sc "fi%`',`'.;` • + l / 5' - \ � �H#4• (GRATE INLET) ` ��, / '/ ,• VJv `T` `\ ' FL-3Y (18") ` r -- WF17• � WFs o ; FL=a4.30 {24") 000 ' EXIST. TREE LINE (TYP) i' r � ` ✓ I M ` \ PROP TREE E- {TYP) / / `� PS- ,' WF1 I ' ' ! l ' \ \ \ •- - - - - - Lot 5 `� WF14 ; \` Area 28-A ' 82 875 s.f. 3\ `\ ; '+{%. , �'•. A RCP F•LARO ` END ' ` , \ :j,, •, ;,f.: r,,,. ,. r- \ !' - -. \ I I \ , '1 20 SIDE l E //•'i/ ':t"+ ./ Wetlands , ! - " ` r \ \ ` - 12 ,' ! . r r ;' ^ _ - - - _ _ - ` " INNI ` ` ; \ ` ' \ WIRE FENCE - CHERRY MPL , ; ( t , ` \ \ , ' . r 1 `1 \ `\ \ `I ♦ _ _ _ _ . ` \. •� r' '' r / , , \ \ \^ ` _ \ \ �I /(� r r r '"�• 48„ y / - - 1(."i(3!<Q� - _ - r �•"" �.• `� - P r 1 \ , ` \ \ PINE PINE .5�.` /1� PT 4 TP 330 P RY 0 UTILITY POLE PROP. UTILITY POLE PROP. CATCHBASIN PROP. STORM MANHOLE EXIST. SANITARY MANHOLE EXISTING CATCH BASIN PROPOSED SIGN PROP. U.G. ELEC. LINE PROP. STORM SEWER EXISTING STORM SEWER i%vF. I LAND LIMI T EXIS77NG CONTOUR PROP. CONTOUR EXIS77NG SPOT GRADE PROP. SPOT GRADE EXISTING 1. P. EXIS77NG MONUMENT PROP. 1. P. PROP. MONUMENT PROP. LIGHT STAKED HA YBALES OR SILT FENCE TEST PIT PERC TEST PROPOSED WELL P;4?nP Rrn ;1A4P1 E rdl (ACER RUBRUM� B&B FOOTING DRAIN OUTLET PROPOSED DRYWELL SUMP PUMP/FOOTING DRAIN OUTU '1 OUTLET PROTECTION Inew• I.- 1 0'Wx12'1.x1'D PREFORMED SCOUR HOLE TYPE-1 w - ` - REV 12-10-03 SUBMIT FOR FILING DMH 2 4 " o o_ ,P328-a �E - yi2" GA -'-' - ` /REV. 12-1-03 NO CHANGES THIS SHEET 18 THICK INTERMEDIATE RIPRAP N •• _ , _ you �-ERY RESERyE REV. 9_3-03 LOT 5, 6 & 7 PER N.C.D.H.D. COMMENTS TOON M F H LE=50OFABRIC ` REV. 8 4-03 TOWN ENGINEER & TOWN PLANNER'S COMMENTS TOP OF HOLE=54.00 CI6 11 TYPE-C 2 / �' -' - - - -' '' - -' - TP 331 ' - - _ REV. 7-3-03 N.C.D.H.D. COMMENTS BOTTOM OF HOLE=53.00 DBL GRATE TYPE-11 - -J N/F TF=89.43 r-' �� / - _ _ y� `\ Topographic Plan Lot 4 Peter L. Churilo FL=85.60 (15") `�' o� ✓ F FL=85.35 18" Area 1. 54, 822 N s., Ann Maffucci ( ) , �, 1.z6 Ac. .Rye Springs Subdivision • I\ - _------•--Y Rye Street A5 A3 East Windsor & South Windsor, Connecticut ` / 6 '• •- - .- PROP. Property Of; %CONSERVATION - r EASEMENT A2 j The Real Group III LL C GRAPHIC SCALE � `, � �`A7 Wetlands - `, � 810 Prospect Hill Road 40 0 20 40 80 160 �, \ ` 30'REARLINE , Windsor, Connecticut \ '• Map 40 Blk 42 Lot 42 Zone: A--1 { IN FEET 1 inch = 40 ft. 6-25-03 - J.R. RUSSO & ASSOCIATES APPROVED: APPROVED: �^ Land Surveyors & Professional Engineers TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS EAST WINDSOR EAST WINDSOR This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the MAP IS SUBSTAN77ALLY CORRECT AS NOTED HEREON. PLANNING & ZONING COMMISSION INLAND WETLAND AGENCY Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State; of Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Property Survey. t'W ONE go,* my{: • C NF ,r O , •.... • F 1 SHOHAM ROAD BY BY Exterior subdivision boundary lines are based on a Resurvey. The boundary determination of the interior ��O•..••A •• �►�. .• N ••. O..s`i„ ";:sls" CHAIRMAN CHAIRMAN lot lines, including the proposed streetlines, are based on an Original Survey. This surveys conform to �` '� • �QN qG •• ��+ .� • ��' 'QG '• r EAST WINDSOR. CONNECTICUT 06088 Horizontal and Vertical Accuracy Class A-2 & T-2. _ (860) 623-0569 SECRETARY SECRETARY p80�8 8048 : • ) r*; • 0' 00. " : ; * FAX: 860 623-2485 This document and copies thereof are valid only if they bear the live signature and embossed seal of ' ~' �'• Q• BY SCALE DATE SHEET CHECKED NO. the designated professional. Unauthorized alterations render any declaration hereon null and void. � ••SCE S�� '�� ; 9 • � � • _ THIS APPROVAL EXPIRES: THIS APPROVAL EXPIRES: ,� - �� ArN��•• DPS�LF 1"=2001-067 40' 6-25-03 7 of i3 JRR MLSS Calculations Restrictive Lot HG(%) Depth HIT Bedrooms FF Perc PF MLSS 1 4.7 45 24 4 2 5 1 48 2 9.8 32 24 4 2 2 1 48 3 5 7 40 26 4 2 2 1 52 Percolation Test Data Observed by J.R. Russo & Assoc. 6-25-03 PT#1 5 min./in. PT#2 2 min./in. PT#3 2 min /in 4 11.8 32 20 4 2 8 1.2 48 PT#4 8 min./in. 30 , 5 7.5 22 34 4 2 6 1.2 82 PT 5 6 min. in. OAK /•'' # Drainage Right Of Way 6 6.2 27 28 3 1.5 2 1 42 PT#6 2 min./in. 10' Wide In Favor Of w n r -� w w r n w n n w r•. r u� n \\ � - J �.'I Zo J4 3 i.o n i.Z ni r i#J n min./in. he Town Of East Windsor �t i. .�' --' ,'�' 8 6.3 - - 4 2 2 1 - PT#8 2 min./in.=� �- 9 2-3 37 30 4 2 2 1 60 PT#9 2 min./in. E. W.L.R. Vol. 68 Page 230 X ^ \ \ yam,;, ' �� f-��''"�\� ,�- •\� 10 2-3 30 42 4 2 4 1 84 PT#10 4 min./in. \ 11 2-3 47 28 4 2 4 1 56 PT#11 4 min./in. 12 <1 48 36 4 2 4 1 72 PT#12 4 min./in. N/F River Bend Associates, Inc. _ _, _ ! \ t J j r �'•' `''I' \ ,/" \ _ STUMP I \ \�'\ , 't \ \ \ \ �� . \\� \ .\ ♦ , ,i' ! /' l / �JYdC,9`` As X X �} \t`t, i'� •'\`, l\\t,,\\`\`\ `\\\`\ /-%i.+```\\ \\\♦� `t\ \ �1``` `\t ', }YI•F ��` �• �� +\'`� X \ WIRE FENCE ". / I \ \ '} t t t t \ • t �'t \ \ Open Space. I ft I , : f I �1111 t"\'�y�\�`\ t \1\•-�..�,�, f� i } t `/-• ` To Be Coveted To - _ HICIFORY ♦`, \ i `} Ttie.\Town of East Windsor _ `}Krf88� _ -` �_ .`A Area = 540,\064 s.f. ,' ; ` I ; F ;III ' I \ \�\'7r -f y-- J! !� - _ _ /� \•, `� 12.40 A6,. '/ I` i ' I I i ' i i 'III `�b� \ :� `\\`\ -` ': '� �• ` \`�` _ �""� '\WF3181 I f�i ' • it r l/'''a --- !llr ! LLL"I \ \r.• l t / t \ , 1 r I �, s I � } \\•. �`\ V. •' /.J !'/r' 1 'SmV7 `\\ ``.••.�• • __ \ \ \ `\`• �� ' j t '/ _ _ - - . \ r � , r ! t � 1 ! 1 � t t I I : t \' WI'�109 i l `ti l ! � \ / •1fI r<r J � f{��9 / r \ � i f 1 f r � 1f ! J ♦ `, � - / j ! \ ` i 1 , ( t 1 I' � { '. ` 1 Il t tl � ` � { l\ �\ \ \ ♦ ♦ I /J ' / i - i '/ / I 1 i / � ` ♦ \\ '`•. / / / r , ` / ♦ \ , t I 1 ` 1 1 t 1 it t I ♦ \ \ +\ \ 1 ` ` •. �� ...-. ~'` ; / / , , 1 f 1 f J i, ......._......_...._ .._.......� ' .^_ .,..... \ ♦ \ \ , - i , 1 } 1 l , 1 t 1 t 1 t 1 1 ! 1 I .� \ \ \ / f ! f ;WFB6 J r 1 r ♦ ♦' \ ` . � ` \ \ •^ti l J' ' ' 1 f t -' / .- � \ \ , J � � E ' I :i�1 r �, t � 1 � • \ \ � j � I ' � l 1 I , \ \ ♦ } 1 f f , f1.i�� t , / � 1 ! ! J MATCH LINE SEE SHEET 7 OF 13 ^ MATCH LINE SEE SHEET 6 OF 13 Test Pit Data Observed by N.C.D.H.D. & J.R. Russo & Associates 5-8-03 TP#314 0"- 7" Topsoil 7"-22" Fine Sandy Loam Compact 22"-37" Lt. Brn. Fine Sand Mod. Compact 37"-66" Grey Find Sand More Compact 66"-90" Grey Fine Sand Silt Compact Mottling ® 48" No Water Roots ® 48" Possible Water Table ® 36" TP 315 0"-12" Topsoil 1r. or_ Yeiivw Brig. LVauly Saud W/Roots 32"-94" Low Chroma Loose Loamy Greyish Sand Mottling 0 58" No Ledge Possible Water Table 0 32" TP#316 0"-12" Topsoil 12"-26" Yellowish Brn. Loamy Sand W/Roots 26"-34" Lt. Brn. Yellow Loamy Sand, Few Roots 34"-85" Loose Grey Mottling ® 47" No Ledge Possible Water Table ® 34" TP#317 0"-10" Topsoil 10"-26" Yellowish Mixed Loamy Sand W/Organic Topsoil & Reddish Grainy Sand 26"-88" Greyish Sand Possible Water Table ® 40" No Mottling No Ledge TP#318 0"- 9" Topsoil 9"-19" Yellowish Brn. Fine Loamy Sand 19"-32" Brownish Yellow Loamy Sand W/Roots 32"-84" Loose Sand Possible Water Table ® 32" No Mottling No Ledge TP#319 0"- 5" Topsoil 5"-22" Yellow Brn. Loamy Sand 22"-30" Greyish Sandy Loam W/Roots 3v"-42" iiivttled fried. Sai1d 42"-68" Lt. Reddish Sand 68"-87" Silty Fine Sand Res. Compact Mottling ® 30" No Ledge GRAPHIC SCALE 40 80 ( IN FEET ) 1 inch = 40 ft. Test Pit Data Observed by N.C.D.H.D. & J.R. Russo & Associates 5-8-03 TP#320 0"- 5" Topsoil 5"-12" Brownish Sandy Loam 12"-29" Yellowish Brn. Loamy Sand W/Fine Roots 29"-42" Tight Loamy Sand 42"-91" Loose Sand Possible Water Table @ 30" Mottling ® 37" No Ledge TP#321 0"-10" Topsoil 10"_-40" Yellowish Brn. Sandy Loam W/Roots 4v'—tale" Grey.M11 L^VVZV Sand Possible Water Table ® 40" No Mottling No Ledge TP#322 0"-10" Topsoil 10"-32" Brownish Yellow Loamy Sand W/Roots 32"-83" Loose Greyish Sand (Caved In) Possible Water Table ® 32" No Mottling No Ledge TP#323 0"-13" Topsoil 13"-38" Yellowish Brn. Sandy Loam 38"-86" Brownish Yellow Loose Sand Possible Water Table ® 38" Roots ® 44" No Mottling No Ledge TP#324 0"- 6" Topsoil 6"-20" Yellowish Brn. Sandy Loam W/Roots 20"-86" Loose Sand Faint Mottles ® 48" No Ledge TP#325 0"-12" Topsoil 12"-24" Lt. Brn. Fine Sand 24"-44" Brn. Grey Fine Sand 44"-100" Grey Fine Sand More Compact W/Depth Possible Water Table ® 46" Roots ® 30" No Mottling 160 APPROVED:_ BY EAST WINDSOR PLANNING & ZONING COMMISSION CHAIRMAN SECRETARY Test Pit Data Observed by N.C.D.H.D. & J.R. Russo & Associates 5-8-03 TP 326 0"-19" Topsoil Fine Sandy Loam 19"-25" Brownish Yellow Loamy Sand 25"-32" Dark Brn. Organic 32"-73" Grey, Mottled Silty Clay Mottling ® 32" Seepage ® 46" Water ® 51" No Ledge TP#327 0"- 7" Topsoil 7"-18" Yellow Brn. Fine Loamy Sand 1a"—Iv 6" Br m Yelllow FAne Loamy Sand 26"-85" Compact Silty Clay Grey Faintly Mottled ® 18" Seepage ® 44" No Ledge TP#327A 0"- 9" Topsoil 9"-20" Yellowish Brn. Loamy Sand W/Roots 20"-36" Brownish Yellow Loamy Fine Sand 36"-65" Mottled Med. Sand 65"-85" Greyish Silty Clay Possible Water Table ® 29" Mottling @ 36" No Ledge TP#328 0"- 8" Topsoil W-15" Lt. Brn. Fine Sand 15"-34" Grey Fine Sand 34"-76" Grey Fine Sand Hvy. Mot. Damp Compact Faint Mottling 0 24" No Ledge No Water TP#328A 0"- 8" Topsoil W-28" Brownish Yellow Loamy Sand W/Roots 28"-40" Greyish Mottled Loamy Sand 40"-80" Mottled Loamy Sand Mottling ® 28" Seepage ® 77" No Ledge TP#329 0"-10" Topsoil Sandy 10"-16" Greyish Low Chroma Med. Sand, Oxidized R«nwnl•icrac 16"-29" Mixed, Mottled, Sandy Silty Clay 29"-85" Brownish Yellow Tight Sand No Ledge Water ® 71" APPROVED: EAST WINDSOR INLAND WETLAND AGENCY BY CHAIRMAN THIS APPROVAL EXPIRES: I THIS APPROVAL EXPIRES: SECRETARY Test Pit Data Observed by N.C.D.H.D. & J.R. Russo & Associates 5-8-03 TP#330 0"- 6" Topsoil 6"-16" Dark Brn. Loamy Fine Sand Loose 16"-23" Dark Brn. Loam Fine Sand Mod. Compact 23"-30" Lt. Brn. Compact Silty Loam 30"-48" Grey Clay 48"-88" Compact Fine Sand Heavy Mottles ® 48" Possible Water Table ® 24" No Ledge TP#330A 0"- 9" Topsoil 9"-33" Yellow Brn. TT— m r Sand W/ Roots 33"-37" Lt. Yellow Brn. Loamy Sand W/Fine Roots 37"-82" Mottled Greyish Sand Mottling U 37" No Ledge TP#331 0"- 8" Topsoil 8"-20" Brownish Sandy Loam 20"-32" Lt. Yellow Brn. Fine Sandy Loam 32"-64" Greyish Compact Silty Clay W/Mottles Mottling ® 32" Seepage @ 43" No Ledge TP#332 0"- 5" Topsoil 5"-14" Fine Loamy Sand Brn. 14"-70" Grey Fine Sand Mottling ® 40" Possible Water Table @ 32" Roots ® 42" TP#333 0"- 6" Topsoil 6"-18" Dark Brn. Loamy Sand 18"-27" Lt. Brn. Fine Sand 27"-48" Lt. Brn. Grey Fine Sand 48"-85" Grey Mottled Fine Sand Mottling ® 41" Roots ® 48" No Ledge TP#334 0"- 5" Gravel Loamy Sand 5"-18" Lt. Brn. Fine Sand 18"-96" Grey Fine Sand v-i — cr)) mottling 1+ oa Possible Water Table @ 36" Roots ® 36" No Ledge Test Pit Data Observed by N. C. D. H. D. & J.R. Russo & Associates 5-8-03 TP#335 0"- 8" Brn. Loamy Sand 8"-24" Lt. Brn. Fine Sand 24"-32" Brn./Pink Fine Sand 32"-85" Grey Sand UnWina Cal RR" Roots ® 30" No Water No Ledge TP#336 0"- 7" Topsoil 7"-24" Lt. Brn. Fine Sandy Loam 24"-45" Lt. Brn./Grey Med. Sand Loose 45"-55" Grey Fine Silty Sand Compact 55"-77" Grey Fine Sand Compact 77"-96" Grey Med. Sand Loose Possible Water Table @ 37" Restrictive ® 45" Roots ® 60" No Water No Ledge TP 337 0"-10" Topsoil 10"-18" Brn. Fine Sandy Loam 18"-30" Med. Sand Loose 30"-53" Grey Fine Sand Possible Water Table ® 48" Roots ® 48" No Mottling No Water No Ledge NJJF-,I, A-i 6-25-03 mac. This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Property Survev. Exterior subdivision boundary lines are based on a Resurvey. The boundary determination of the interior lot lines, including the proposed streetlines, are based on an Original Survey. This surveys conform to Horizontal and Vertical Accuracy Class A-2 & T-2. This document and copies thereof are valid only if they bear the live signature and embossed seal of the designated professional. Unauthorized alterations render any declaration hereon null and void. Test Pit Data Observed by N.C.D.H.D. & J.R. Russo & Associates 7-2-03 TD1149r,— A .1 V(vV- Li 0"- 8" Topsoil 8"-29" Yellow/Brn. Loamy Med. Sand 29"-42" Yellow/Grey Grainy Med. Sand 42"-113" Greyish Loose Loamy Sand Mottling ® 29" TP#325-B 0"- 8" Topsoil W-25" Yellow/Brn. Fine Loamy Sand, Bright 25"-110" Loose Light Yellow Grey Sand No Mottling TP#325-C 0"- 7" Topsoil 7"-25" Yellow Brn. Fine Loamy Sand 25"-113" Loose Med. Yellow Grey Sand W/Roots to 27" Mottling ® 25" TP#327-B 0" -7" Topsoil 7"-20" Greyish Silty Clay Mottled ® 16" 20"-28" Brown Loamy Sand 28"-107" Tan Sand Mottling ® 16" Seepage ® 81" TP#327-C 0"-10" Topsoil 10"-27" Yellow/Brn. Bright Fine Loamy Sand 27"-41" Stratified Layers of Grey Very Fine Loamy Sand & Mottled White Loamy Sand 41"-61" Restrictive Loamy Silt, Grey W/Mottles 61"-91" Loose Sand Mottling ® 27" Restrictive Soil ® 41" TP#327-D 0"- 6" Topsoil 8"-27" Yellow Brown Sand 27"-36" Tight Yellow Brn. Loamy Sand, Restrictive & Mottled 36"-116" Loose Med. Light Yellow Sand Mottling ® 27" TP#328-B 0"- 9" Topsoil 9"-22" Yellow Brn. Fine Sandy Loam, Many Roots 22"-35" Grey Brn. Silty Clay Restrictive, Mottled W/A Few Fine Roots 35"-87" Grey Mottled Loamy Sand Mottling ® 22" Seepage ® 58" Groundwater @ 72" TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS N07ED HEREON. pf ••ON. F6 s �A4,tiQHR.gGs�i�� 45 F CON& ,''+ N/F Judy D. & Stanley W. Paleski, Jr. LEGEND. rye 58 25W sss.0 • ■ 0 O 1P —FD— SP O N/F Judy D. & Stanley W. Paleski, Jr. UTILITY POLE PROP. UTILITY POLE PROP. CA T CHBASiN PROP. STORM MANHOLE EXIST. SANITARY MANHOLE EXISTING CATCH BASIN PROPOSED SIGN PROP. U.G. ELEC. LINE PROP. STORM SEWER EXIS77NG STORM SEWER WETLAND LIMIT EXISTING CONTOUR PROP. CONTOUR EXIS77NG SPOT GRADE PROP. SPOT GRADE EXIS77NG I.P. EXISTING MONUMENT PROP. I. P. PROF'- MONUMENT PROP. LIGHT STAKED HA YBALES OR SILT FENCE TEST PIT PERC TEST PROPOSED WELL PROP. RED MAPLE 25"-3" CAL. (ACER RUBRUM) B&B FOOTING DRAIN OUTLET PROPOSED DRYWELL SUMP PUMPIF0077NG DRAIN OUTLET REV. 12-10-03 SUBMIT FOR FILING REV. 12-1-03 NO CHANGES THIS SHEET REV. 9-3-03 MLSS DATA PER N.C.D.H.D. COMMENTS REV. 8-4-03 NO CHANGE THIS SHEET REV. 7-3-03 N.C.D.H.D. COMMENTS & TEST PIT DATA ADDED Topographic Plan j Rye Springs Subdivision Rye Street East Windsor & South Windsor, Connecticut Property Of The R e al Group III LL C 810 Prospect Hill Road Windsor, Connecticut Map 40 Blk 42 Lot 42 Zone: A-1 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOR, CONNECTICUT 06088 (860) 623-0569 FAX: (860) 623-2485 BY SCALE JDATE SHEET CHECKED NO. DPS/LF 1"-40' 6-25-03 8 of 13 JRR 2001-067 Y 11 ' •. n , \ - tj); 4.3" 15-" CPEP S=1.86% �. 64'-15" CPEP S=4.38% 120 118 116 114 112 110 108 106 104 102 100 98 96 94 92 90 88 86 84 82 DATUM ELEV 9+56.36 CB#4 TYPE-C STA. 12+06.58 14.01 DW#1 STA. 12+06.58 19.501 TF=100.06 - TF-100.67 FL=95.00 (15") FL=94.50 FL=94.50 (DW#1) CB#1 I YPE-C S I A. 9+93.76 45.83'L ExisT. BARN TF=102 8t (MATCH EXISTING GUTTER TO BE REMOVED I I Lot 2 GRADE) �� CB#6 TYPE-C STA. a� DW#2 STA. 14+22.04 19.501 I CB#8 TYPE-C STA. I FL=99.30 X 14+22.04 14.001 / TF=97.44 16+77.04 14.00'L TF=96.83 FL=92 50 X �� Lot 1 DMH#1 STA. 10+16.66 9.071 TF=103.95 1 +0 FL=98.50 .00s 0 - �1 000 k 3 CB#3 TYPE-CL STA. 12+06.58 14.00'R IF FL=95.3 °\ Open, Space 36'-15" CPEP °\ S=0.6% \ CB#1 TYPE-C STA. 10+7.22 54.13'R TF=104.8f (MATCH EXISTING GUTTER GRADE) FL=101.30 HIGH POINT ELEV = 104.73 .NIGH POINT STA = ;10+50. PVI STA = 10+50 f PVI ELEV = 105.85 A.D. _ -9.00 , K = 11.11 100.00, VC . Q .. ...................;......................_..........I................. IC! i O + ... r O Q + O n0 `- .- I- > w V w tn Li U > - jj w .................:........ .............. ........ t........ .... \ r . \ - 0 - --- - - s�% > w a>-- `DMH#1 STA. 10+16.66 9.07' L TF=103.95 FL= 98.50 - FL- 98.50 .................i .....................-------- . --. - CB#1 TYPE-C STA. 9+93.76 45.83' L TF=102.80 FL=99.30 PVI_ STA = 11 +50 PVI ELEV = 101.35 A.D. = 3.00 K = 33.33 100.00' VC 22" CPEP FL=93.00 (15") TF=93.00 Lot 3 22'-15-15% FL=92.50 (DW#2} Lot 1 FL=89.20 218'-15" CPEP S=0.92% 13+00 14+00 15+00 255-15" CPEP S=1.49% 16+00 17+00 263'-15" CPEP S=1.37% 18+00 D - 22 -15 CPEP 22'-15" CPEP _K62% N c�_a zco� 1 i.,wio 3- 3 3 3 3 3 3 3 3 3 3-0 3 3 3 3 3- 3 3 3 3 3 + CB#5 TYPE-C STA. 14+22.04 14.00'R \ B#7 TYPE-C STA. TF=96.83 / 16+77.04 14.00'R Lot 9 CB#2 TYPE- L STA. FL=93.30 \ Lot 11 TF=93.00 ,� I \ I 12+06.58 14.001 d FL=89.50b I TF=98.50 Lot 12 / P I P FL=95.50 tr _N O 0 _ 1 w (D � co _ o c� 0 ' FINISH GRADE..... -N �..N�o CENTERLINE - 00,ri OF ROAD Q > N m U .0)0) II II (n Imo- LJi. I i cn w EXISTING GRADE CENTERLINE OF ROAD ........f... L= 36' ........-• 15" CPEP (Type S) 1 S=0.56% I L 8)i CPEP (Type S ) CB#3 TYPE-C-- --r z........ ....... STA. 12+06.58 14.00' R TF=100.09 FL=95.30 I. CB#4 TYPE-C STA. 12+06.58 14.00' L TF=100.09 I 1 FL=95.00 (15") FL=94.50 (DW#1) D W#1 STA. 12+06.58 19.50' L TF=94.50 j FL= 50 S-- 0. 92% � t Lot 10 / 1 LEGEND. SP O UTILITY POLE PROP. UTILITY POLE C PROP. CA TCHBA SIN PROP. STORM MANHOLE EXIST SANITARY MANHOLE EXISTING CA TCH BASIN PROPOSED SIGN PROP. U.G. ELEC. LINE PROP. STORM SEWER EXISTING STORM SEWER WETLAND LIMIT PROP. LIGHT FOOTING DRAIN OUTLET PROPOSED DRYWELL SUMP PUMP/FOOTING DRAIN OUTLET CB#5 TYPE-C ........................ ............ STA. 14+22.04 14.00' R TF=96.86 FL=93.30 - CB#6 TYPE-C STA. 14+22.04 14.00' L TF=96.86 FL=93.00 (15' FL=92.50 (DW#2) D W#2 -- STA. 14+22.04 19.50' L TF=97.44 FL=92.50 �1255 7 15» CPEP (T- I T -�-- r: :!:•jli.:lt ff/!J/•r•: %�::},iyt�l�%'�'};:ii•;jy �/.•: 1 I I CB#7 TYPE-C STA. 16+77.04 14.00' R TF=93.03 ' FL=89.50 - . ...... ...... _..... - CB#8 TYPE-C STA. 16+77.04 14.00' L TF= 93.03 FL=89.20 S11•q-9� b=263' O0 �� O� cc a)� 00 O 0� O� O� �O OM NO (0 .00 00 0n O N� O O� O O.- 00 O mo O O 0)rn 00) 000 O0) OCD O 0co O M 00 ) rn0) r, 0)0j O mrr) 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 24'-15" CPEP _ S=1.25% DW#3 STA. +40.04 20.41'LTF=90.00119 FL=RA.85 , b Lot 4 I a 19+00 3 3- CB#10 TYPE-C DBL GRATE TYPE -II 19+40.04 14.91'R TF=89.40 FL=85.90 Lot 8 » CPEP 115'-18 56' R 13> r Lot 5 STA. 20+63.93 9'L T7=Q1.60 0 �' :0000, FL=83.30 (15") / s 0� MH#2 BAFF STA. 2 +5 28. TF= 91.5 FL=83 5 r 5p'R Lot 6 BA F =86.4 {.«< c;es�i I I rrt-C >>f: DBL GRATE TYPE -II / STA. 19+40.04 14.911 -: TF=89.40 FL=85.60 (15") FL=85.35 (18") FL=84.85 (DW#3) Lot 7 i 7 11 -1577 EP S=1. o 0` 06 LOW POINT ELEV = 89.87 LOW POINT STA = 19+40.04 04 ------- ------ - ._.. - ....... - -- ..- --- -• •- •-PVI STA 1 + 4 04 - •-- = 0. . A 9 --- ... . • J - •--- •-- EXISTING GRADE 'PVI ELEV = 89.50 _ N 02 CENTERLINE OF ROAD 1A.D. = 3.00 K=33.33 w N N oo 00 100.00' VC LO - I _ d : d- +o0 -w 9 8 O O N\ `� o O N N 0 N t7 O) FINISH GRADE + a) - \ _ + a) °' s n Q `~u-U_ 96 CENTERLINE OF ROAD: .- �- .- o cn F- w + Q J 4 _j ` O 94 i > w > o- cn °- °- 92 90 15" CPEP f (TYPe S) - 88 • • S=1 3 Oy 7 115 1 g» CPE FL (Type..S) S-1 61q 86 -- -- I -CB#11 TYPE-C CB#10 TYPE-C -- - -- ; 84 DW#3........................r................ .DBL GRATE TYPE -II............._ ....... 'DBL GRATE TYPE -II ....... ........ ... CB#9 TYPE-CL.... - STA. 19+40.04 20.41' L -STA. 19+40.04 14.91' L STA. 19+40.04 14.91' R--STA. 19+40.04 131.08' R TF=90.00 TF=89.43 TF=89.43 TF=90.50 FL=84.85 FL=85.60 (15") FL=85.90 FL=87.50 FL=85.35 (18") I 80 FL=84.85 (QW#3) O C0� Ln �p �- 00 m r- �•n� O ,- I�� In I�co rna, rn� rna, t1)00 0) Co °�� °�� O rn 1 20+00 18+00 19+00 �.`F GONIyF 0 ` No.0 F�.: ••. IN REV. 12-10-03 SUBMIT FOR FILING, DMH#2 & ZA REV. 12-1-03 STREET NAME REV. 8-4-03 TOWN ENGINEER'S COMMENTS REV. 7-3-03 N.C.D.H.D. COMMENTS � Saxton Lane Plar.. &Profile Rye Springs Subdivision Rye Street East Windsor & South Windsor, Connecticut Property Of The Real Group III LLC 810 Prospect Hill Road Windsor, Connecticut Map 40 Bik 42 Lot 42 Zone: A--1 J.R. RUSSO & ASSOCIATES Land Surveyors & Pi-ofessional Engineers - 1 SJOHAM ROAD EAST WINDSOit, CONNECTICUT 06088 (861) 623-0569 FAX: (860) 623-2485 BY SCALE DATE SHEET CHECKED NO. DPS IL ]u_40' HORZ. 6-25-03 9 of 13 JRR ` 2001-067 9 -4 VFRT PA 3 h 0 0 0 0 ,=c 0 v N in 2 LL 0) c 0 W / PROP. PARTICLE S PAR OR VORTECHNICS MODEL 4000 R U SUB IT SHOP DRAWINGS TO TOY4 EN NEER FOR APPROVAL PRIOR #TO ORDE ING b� 100 98 96 94 92 90 88 86 84 82 80 78 76 74 72 7C 66 6E 64 6zr 6C 5E 5E 5z 5: DATUM EI,E'V 50.00 DMH#2B (GRATED INLET) STA. 52+28.69 TF=84.30 - FL=80.25 v FL=73.75 219 -18» CPEP �S=1.25% 60'-24" RCP S=0.5% DMH#4 (GRATED INLET) STA. 52+88.69 STA. 53+99.84 TF=77.00 TF=62.30 FL=73.00 FL=58.30 (18") FL=66.80 FL=54.30 (24") --ti +nn �7_ 52+00 STA. 50+10.00 TF=91.60 FL=83.30 (118") FL=83.0 (1D M H #2 STA. 50+00.00 TF=91.50 FL=83.50 BAFFLE=86.4 / Lot 6 b� GAR. FF=89.5 z�M �I Open Space kcjp GJFJ 56'-18" CPEP / S=1.43% / Lot 5 / 0< k 58 -18 CPEP 1-01 S=1.43% DMH#3A (GRATED INLET) STA. 53+44.69 60'-18" CPEP TF=69.75 S=1.25% FL=66.00 FL=59.10 1 L-M 6AM OUTLET PROTECTION 01_4M tk_�wyl 10'Wxl2'Lxl'D PREFORMED FL=44.53' SCOUR HOLE TYPE-1 18 „ THICK INTERMEDIATE RIPRAP 1 v ON MIRAFI 50OX FABRIC u TOP OF HOLE=54.00 BOT. ;; N OF HOLE=53.00 6=46.35' of:JM ' RCP FLARED END 8z STA. 54+59.84 zs�itt FL=54.00 £'£ m DMH#2 (W/ BAFFLE) I STA. 50+00 TF= 91. 50 : FL= 83.5 Q _................... ........ ........ ........ ...................... ......... ........ ... :....... -• .- -- .. _.- ... ... .... ................ --. .................. -- _.. ..._ .................. ... ... ..._ ..._ ._. .-• .................. ... ... ...- .................. TOP OF BAFFLE=86.4 DMH#2A STA. 50+10 s EXISTING 1 GRADE _ _..... FL=83.30 (15") FL=83.00 (18") .... CENTERLINE 1 OF PIPE .......:. ........................... .._ ... -- ... N ... .... ... ... ........ ... ... ... ..... ._. ... .... +O��n M �00 ........ ........ `.... -• -- 00 r -- -- ..- ..- -• ... ._... ..._ ... ..- -• -- --• --- ... --- -- -- - ..... - ` .---•... a cn��-'� IWO ° I 00 +OOEO 219' -18" EN0000 CPEP (TYPES 5-1.25Z ° - i ._... i T.......................s,- _.. _.......... . .......................................... ... .................................... ........ .... .. .... \ PARTICLE SEPARATOR -STA. 50+05 8.37' L ... ... ....-TF=91.5t (3 RISERS TO GRADE}....... _. ..- - ................... .... .. .. .... .............. ... FL=83.40 (IN&OUT) Q _ c- +LOOOO 1 L0rncDai ' � y w(D� Q II 11 II _60'--18" CPEP �- FINISHED GRADE i o - '• -•-•--•-- --......................... ... • -- 3 . -'(TYPE -- -- --. CENTERLINE ... .....................•- •---•---- -----.._ ....--- } 00 ! Go d k- N. O --------- ----........... \� d V7 N 00 �t 56'-18 CPEP �� (oLO UD 11 II II � �. I 1 (TYPE 0 (n tom- S) 439 z �wCo �o0) o Q �o -L� l a- Q _............: i-........ ........ .............................. U - � I- -J V7 � Li 58'_ 18" CPEP- (TYPE 5=1.43� - }` .... -------- ------- ---------- ......... •---•--- .....--•--••••.. ........ --...... -t.. •-••-•-- `. -- ...............................-- •... ... -- •• .-• -• �24" _ .-. RCP S=0.50% \ ` OUTLET PROTECTION 10'Wx12'Lxl'D PREFORMED ' - SCOUR HOLE TYPE-1 •....... ........ ........ ................. ........:........ ........ ........ ......... ........ ........ ...._-__ ..... .............. .._.........-.. ..._ -_ , ... .-. 18" THICK INTERMEDIATE ON MIRAFI 50OX FABRIC RIPRAP - TOP OF HOLE=54.00 BOTTOM OF HOLE=53.00 t r� N �- r�� 0 0000 pU (�� co .0 Nr rn O rn 00 00 � 00 0 co 00 00 Co r 00 N00NCO N v7 tC) 50+00 51 +00 52+00 53+00 54+00 LEGEND: Q0 o- UTILITY POLE + PROP. UTILITY POLE Q PROP. CATCHBASIN © PROP. STORM MANHOLE 98 O EXIST. SANITARY MANHOLE ❑ EXISTING CA TCH BASIN -�- PROPOSED SIGN 96 - E - PROP. U.G. ELEC. LINE �-� PROP. STORM SEWER _ - _ _ _ = EXISTING STORM SEWER 94 A WETLAND LIMIT �k PROP. LIGHT F0077NG DRAIN OUTLET 92 Q� PROPOSED DRYWELL SP O SUMP PUMP/FOOTING DRAIN OU7ZET 90 88 86 84 82 80 78 76 74 72 70 68 REV. 12-10-03 SUBMIT FOR FILING, DMH#2-4 REV. 12-1-03 STREET NAME 66 REV. 8-4-03 TOWN ENGINEER'S COMMENTS REV. 7-3-03 NO CHANGES THIS SHEET Storm Drainage Plan & Profile 64 Rye Springs Siibdivision 62 Rye Strect East Windsor & South Windsor, Connecticut 60 Property 0" 58 The Real Group III LL C 810 Prospect Hill Road 56 Windsor, Connecticut Map 40 Bik 42 Lot 42 Zone: A-1 54 J.R. RUSSO & ASSOCIATES 52 ;c Land Surveyors & Professional Engineers 55+00 CON r' 1 :)HOHAM ROAD o ,Q 6� ✓' :; is c:. :. EAST WINDSO R, CONNECTICUT 06088 (86 )0) 623-0569 N0.08048 cv�a FAX: (860) 623-2485 ,,��.,��' •� N•SCALE DATE SHEET CHECKED NO. DPS/LF 1._4��RRZ 6-25-03 10 of 13 JRR 2001-067 Q Y GEOTEXTI LE SILT FENCE (GSF) SPECIFICATIONS Materials Geotextile fabric: shall be a pervious sheet of polypropylene, nylon, polyester, ethylene or similar filaments and shall be certified by the manufacturer or supplier as conforming to the requirements shown in Figure GSF-1 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. The geotextile shall be non -rotting, acid and alkali resistant and have sufficient strength and permeability operations. Filamanets in the geotextile shall be resistant to absorption. The filament network must be dimensionally stable and free of any chemical treatment or coating that will reduce its permeability. The geotextile shall also be free of any flaws or defects which will alter its physical properties. Torn or punctured geotextiles shall not be used. Supporting posts: shall be at least 42 inches long made of either 1.5 inch square hardwood stakes or steel posts with projections for fastening the geotextile possessing a minimum strength of 0.5 pound per linear foot. Placement Fortoeofslope: Locate 5-10 feet down gradient from the toe of slope, generally on the contour with maintenance and sediment removal requirements in mind. When the contour can not be followed install the fence such that perpendicular wings are created to break the velocity of water flowing along the fence. See Figure GSF-2 in the Connecticut Guidelines For Soil Erosion and Sediment Control for spacing requirements. Swales: Locate "U" shape across swale such that the bottom of both ends of the fence are higher that the top of the lowest section of the fence. Catch Basin in Swale on Slopes: Locate 2 "U" shapes across swale as above: one immediately up slope from the catch basin and the other immediately down slope from the catch basin. Catch Basins in Depressions: Encircle catch basin. Culvert Inlets: Locate in a "U" shape approximately 6 feet from the culvert in the direction of the incoming flow. Culvert Outlets: Locate across the swale at least 6 feet from the culvert outlet. Installation Trench excavation: Excavate a trench a minimum of 6 inches deep and 6 inches wide on the up slope side of the fence location. For slope and swale installations, extend the ends of the trench sufficiently up slope such that bottom end of the fence will be higher than the top of the lowest portion of the fence. When the fence is not to be installed on the contour, excavate wing trenches spaces at the intervals given on Figure GSF-2 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. When excavation is obstructed by an occasional stone or tree roots, provide a smooth transition between the trench bottom and the obstruction. Support Posts: Drive support posts on the down slope side of the trench to a depth of at least 12 inches into original ground. Never install support posts more than 10 feet apart. Install support posts closer than 10 feet apart when concentrated flows are anticipated or when steep contributing slopes and soil conditions are expected to generate larger volumes of sediment. For catch basins in hollows, drive posts at each corner of the catch basin. Whenever the geotextile filter fabric that is used exceeds the minimum material specifications contained in this measure, the spacing of the stakes shall be per manufacturer's recommendations. Geotextile Filter Fabric: Staple or secure the geotextile to the support posts per manufacture's instruction such that at least 6 inches of geotextile lies within the trench, the height of the fence does not exceed 30 inches and the geotextile is taut between the posts. When the trench is obstructed by stones, tree roots, etc. allow the geotextile to lay over the obstruction such that the bottom of the geotextile points up slope. In the absence of manufacture's instructions, space wire staples on wooden stakes at a maximum of 4 inches apart and alternate their position from parallel to the axis of the stake to perpendicular. Do not staple the geotextile to living trees. Provide reinforcement for the fence when it can be exposed to high winds. When joints in the geotextile fabric are necessary, splice together only at at support posts, and securely seal. Backfill & Compaction: Backfill the trench with tamped soil or aggregate over the geotextile. When the trench is obstructed by a stone, tree root, etc. make sure the bottom of the geotextile lies horizontal on the ground with the resulting flap on the up slope side of the geotextile and bury the flap with 6 inches of tamped soil, or aggregate. MAINTENANCE Inspect the silt fence at least once a week and within 24 hours of the end of a storm with rainfall amount of 0.5 inch or greater to determine maintenance needs. When used for dewatering operations, inspect frequently before, during and after pumping operations. Remove the sediment deposits or, if room allows, install a secondary silt fence up slope of the existing fence when sediment deposits reach approximately one half the height of the existing fence. Replace or repair the fence within 24 hours of observed failure. Failure of the fence has occurred when sediment fails to be retained by the fence because: (a) the fence has been overtopped, undercut or bypassed by runoff water, (b) the fence has been moved out of position (knocked over), or (c) the geotextile has decomposed or been damaged. Maintain the fence until the contributing area is stabilized. After the contributing area is stabilized determine if sediment contained by the fence requires removal or regrading and stabilization. If the depth is greater than or equal to 6 inches, regrading or removal of the accumulated sediment is required. No removal or regrading is required if sediment depth is less than 6 inches. Remove the fence by pulling up the support posts and cutting the geotextile at ground level. Regrade or remove sediment as needed, and stabilize disturbed soils. HALE BALE BARRIER (HB) SPECIFICATIONS Materials Hay Bales: shall be made of hay or straw with 40 pounds minimum weight and 120 pounds maximum weight held together by twine or wire. Stakes for Anchoring Hay Bales: shall be a minimum of 36 inches long and made of either hardwood with dimensions of at least 1.5 inches square or steel posts with a minimum weight of 0.5 pound per linear foot. Placement Toe of Slope: Locate 5-10 feet down gradient from the toe of slope, generally on the contour. When the contour can not be followed, stagger the bale installation and install perpendicular wings (spaces as shown in Figure HB-1 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition) to break the velocity of water flowing behind the bales. The barrier should be located with sufficient distance from the toe of the slope to allow access by equipment for removal of accumulated sediments. Catch Basins in Depression or Low Spots: Encircle catch basin or yard drain. Installation Trench excavation: Excavate a trench as wide as the bales and at least 4 inches deep. Each end of the trench should be winged upslope so that the bottom of the last bale is higher than the top of the lowest hay bale in the barrier. Hay Bale Placement: Place bales in o single row in the trench, lengthwise, with ends of adjacent bales tightly abutting one another and the bindings oriented around the sides rather than along the tops and bottoms of the bales (to avoid premature rotting of the bindings). Staking Hay Bales: Anchor each bale with at least 2 stakes, driving the first stake in each bale toward the previously laid bale to force the bales together. Stakes must be driven a minimum of 18 inches into the ground. Fill any gaps between the bales with hay or straw to prevent water from escaping between the bales. Backfill & Tamped: Backfill the bales with the excavated trench material to a minimum depth of 4 inches on the uphill side of the bales. Tamp by hand or machine and compact the soil. Loose hay or straw scattered over the disturbed area immediately uphill from the hay bale barrier tends to increase barrier efficiency. MAINTENANCE Inspect the hay bale barrier at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inches or greater to determine maintenance needs. For dewater operations, inspect frequently before, during and after pumping operations. Remove the sediment deposits or install a secondary barrier upslope from the existing barrier when sediment deposits reach approximately one half the height of the barrier. Replace or repair the barrier within 24 hours of observed failure. Failure of the barrier has occurred when sediment fails to be retained by the barrier because: (a) the barrier has been overtopped, undercut or bypassed by runoff water, (b) the barrier has been moved out of position, or (c) the hay bales have deteriorated or been damaged. Maintain the hay bale barrier until the contributing area is stabilized. After the upslope areas have been permanently stabilized, pull the stakes out of the hay bales. Unless otherwise required, no removal or regrading of accumulated sediment is necessary. The hay bales may then be left in place or broken up for ground cover. TEMPORARY SEEDING (TS) SPECIFICATIONS Site Preparation Install needed erosion control measures such as diversions, grade stabilization structures, sedimentation basins and grassed waterways in accordance with the approved plan. Grade according to plans and allow for the use of appropriate equipment for seedbed preparation, seeding, mulch application and mulch anchoring. Seedbed Preparation Loosen the soil to a depth of 3-4 inches with a slightly roughened surface. If the area has been recently loosened or disturbed, no further roughening is required. Soil preparation can be accomplished by tracking with a bulldozer, discing harrowing, raking or dragging with a section of chain link fence. Apply ground limestone and fertilizer according to soil test recommendations (such as those offered by the University of Connecticut Soil Testing Laboratory or other reliable source). If soil testing is not feasible on small or variable sites, or where timing is critical, fertilizer may be applied at the rate of 300 pounds per acre or 7.5 pounds per 1,000 square feet of 10-10-10 or equivalent. Seeding Apply seed uniformly by hand, cyclone seeder, drill, cultipacker type seeder or hydroseeder at a minimum rate for the selected seed identified in Figure TS-2 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Increase seeding rates by 10% when hydroseeding. Mulchi See guidelines in the Mulch For Seed measures. MAINTENANCE Inspect temporary seeding area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater for seed and mulch movement and rill erosion. moved been b or where soil erosion has occurred Where seed has e m , determine the cause of the failure and repair as needed. TEMPORARY SOIL PROTECTION (TSP) SPECIFICATIONS Materials Mulcheswithin this specification include, but are not limited to: 1. Hay: The dried stems and leafy parts of plants cut and harvested, such as alfalfa, clovers, other forage legumes and the finer stemmed, leafy grasses. The average stem length should not be less than 4 inches. Hay that can be windblown should be anchored to hold it in place. 2. Straw: Cut and dried stems of herbaceous plants, such as wheat, barley, cereal rye, or brome. The average stem length should not be less than 4 inches. Straw that can be windblown should be anchored to hold it in place. 3. Wood Chips: Chipped wood material from logs, stumps, brush or trimmings including bark, stems and leaves having a general maximum size of 0.5 inch by 2 inches and free of excessively fine or long stringy particles as well as stones, soil and other debris. No anchoring is required. If seeding is performed where wood chips have been previously applied, prior to the seeding the wood chips should be removed or tilled into the ground and additional nitrogen applied. Nitrogen application rate is determined by soil test at time of seeding. 4. Bark Chips, Shredded Bark: Tree bark shredded as a by product of timber processing having a general maximum size of 4 inches and free of excessively fine or long stringy particles as well as stone and other debris. Material use is the same as wood chips. If subsequent seeding is performed where cellulose dense mulches (e.g. leaves, excelsior, woodchips, barkchips) have been applied, then prior to seeding either remove the mulch or till it into the ground with the application of nitrogen. Cellulose fiber is not recommended for use, except as a tackifier for other mulch materials. Tackifiers within this specification include, but are not limited to: Water soluble materials that cause mulch particles to adhere to one another, generally consisting of either a natural vegetable gum blended with gelling and hardening agents or a blend of hydrophilic polymers, resins, viscosifiers, sticking aids and gums. Emulsified asphalts are specifically prohibited for use as tackifiers due to their potential for causing water pollution following its application. Nettings within this specification include, but are not limited to: Prefabricated openwork fabrics made of cellulose cords, ropes, threads, or biodegradable synthetic material that is woven, knotted or molded in such a manner that it holds mulch in place until temporary soil protection is no longer needed. Site Preparation Prior to mulching, complete the required grading and install and/or repair other sediment control measures needed to control water movement within the area to be mulched. Application Spreading: Spread mulch material uniformly by hand or machine resulting in 100% coverage of the disturbed soil. When spreading hay mulch by hand, divide the area to be mulched into approximately 1,000 square feet and place 2 to 3 bales of hay in each section to facilitate uniform distribution. (Hay/Straw 2-3 tons/acre) When spreading woodchips on slopes, it is particularly important not to spread the chips too thick. Excessive application tend to slip or slump when saturated. (Wood Chips/Shredded Bark 6 cu. yds./1,000 s.f.) Anchoring: Apply tackifiers and/or netting either with the mulch or immediately following mulch application. Expect the need for tackifiers or netting along the shoulders of actively traveled roads, hill tops and long open slopes not protected by wind breaks. When using netting the most critical aspect is to ensure that the netting maintains substantial contact with the mulch and the mulch, in turn, maintains continuous contact with the soil surface. Without such contact, the material is useless and erosion can be expected to occur. Install in accordance with manufacturer's recommendations. MAINTENANCE Inspect temporary soil protection area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater for mulch movement and rill erosion. Where soil protection falls below 100%, reapply soil protection within 48 hours. Determine the cause of the failure. If mulch failure was the result of wind consider applying a tackifier or netting. If mulch failure was caused by concentrating water, install additional measures to control water and sediment movement, repair erosion damage, reapply mulch with anchoring. DUST CONTROL (DC) SPECIFICATIONS Mechanical Sweeping Use mechanical sweeping on paved areas where dust and fine materials accumulate as a result of truck traffic, pavement saw cutting spillage, and wind or water deposition from adjacent disturbed areas. Sweep daily in heavily traveled areas. Water Periodically moisten exposed soil surfaces on unpaved travelways to keep the travelway damp. Non Asphaltic Soil Tackiffer Non -asphaltic soil tackifier consists of an emulsified liquid soil stabilizer of organic, inorganic or mineral origin, including, but not limited to the following: modified resins, calcium chloride, complex surfactant copolymers or high grade latex acrylics. The solutions shall be non -asphaltic, non toxic to human, animal and plant life, non corrosive and nonflammable. Materials used shall meet local, state and federal guidelines for intended use. All materials are to be applied according to the manufacturer's recommendations and all safety guidelines shall be followed in storing, handling and applying materials. MAINTENANCE Repeat application of dust control measures when fugitive dust becomes evident. MULCH FOR SEED (MS) SPECIFICATIONS Materials Types of Mulches within this specification include, but are not limited to: 1. Hay: The dried stems and leafy parts of plants cut and harvested, such as alfalfa, clovers, other forage legumes and the finer stemmed, leafy grasses. The average stem length should not be less than 4 inches. Hay that can be windblown should be anchored to hold it in place. 2. Straw: Cut and dried stems of herbaceous plants, such as wheat, barley, cereal rye, or brome. The average stem length should not be less than 4 inches. Straw that can be windblown should be anchored to hold it in place. 3. Cellulose Fiber: Fiber origin is either virgin wood, post-industrial/pre-consumer wood or post consumer wood complying with materials specification (collectively referred to as "wood fiber"), newspaper, kraft paper, cardboard (collectively referred to as "paper fiber") or a combination of wood and paper fiber. Paper fiber, in particular, shall not contain boron, which inhibits seed germination. The cellulose fiber must be manufactured in such a manner that after the addition to and agitation in slurry tanks with water, the fibers in the slurry become uniformly suspended to form a homogeneous product. Subsequent to hydraulic spraying on the ground, the mulch shall allow for the absorption and percolation of moisture and shall not form a tough crust such that it interferes with seed germination or growth. Generally applied with tackifier and fertilizer. Refer to manufacturer's specifications for application rates needed to attain 807*-95% coverage without interfering with seed germination or plant growth. Not recommended as a mulch for use when seeding occurs outside of the recommended seeding dates. Tackifiers within this specification include, but are not limited to: Water soluble materials that cause mulch particles to adhere to one another; generally consisting of either a natural vegetable gum blended with gelling and hardening agents or a blend of hydrophilic polymers, resins, viscosifiers, sticking aids and gums. Good for areas intended to be mowed. Cellulose fiber mulch may be applied as a tackifier to other mulches, provided the application is sufficient to cause the other mulches to adhere to one another. Emulsified asphalts are specifically prohibited for use as tackifiers due to their potential for causing water pollution following its application. Nettings within this specification include, but are not limited to: Prefabricated openwork fabrics made of cellulose cords, ropes, threads, or biodegradable synthetic material that is woven, knotted or molded in such a manner that it holds mulch in place until vegetation growth is sufficient to stabilize the soil. Generally used in areas where no mowing is planned. Site Preparation Grade according to plans and allow for the use of appropriate equipment for seedbed preparation, seeding, mulch application and mulch anchoring. Application Timing: Applied immediately following seeding. Some cellulose fiber may be applied with seed to assist in marking where seed has been sprayed, but expect to apply a second application of cellulose fiber to meet the requirements of Mulch For Seed in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Spreading: Mulch material shall be spread uniformly by hand or machine resulting in 80%-95% coverage of the disturbed soil when seeding within the recommended seeding dates. Applications that are uneven can result in excessive mulch smothering the germinating seeds. For hay or straw anticipate an application rate of 2 tons per acre. For cellulose fiber follow manufacture's recommended application rates to provided 80 %-95% coverage. When seeding outside the recommended seeding dates, increase mulch application rate to provide between 957*-100% coverage of the disturbed soil. For hay or straw anticipate an application rate to 2.5 to 3 tons per acre. When spreading hay mulch by hand, divide the area to be mulched into approximately 1,000 square feet and place 1.5-2 bales of hay in each section to facilitate uniform distribution. For cellulose fiber mulch, expect several spray passes to attain adequate coverage, to eliminate shadowing, and to avoid slippage. Anchoring: Expect the need for mulch anchoring along the shoulders of actively traveled roads, hill tops and long open slopes not protected by wind breaks. When using netting, the most critical aspect is to ensure that the netting maintains substantial contact with the underlying mulch and the mulch, in turn, maintains continuos contact with the soil surface. Without such contact, the material is useless and erosion can be expected to occur. MAINTENANCE Inspect mulch for seed area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater until the grass has germinated to determine maintenance needs. Where mulch has been moved or where soil erosion has occurred, determine the cause of the failure and repair as needed. PERMANENT SEEDING (PS) SPECIFICATIONS Time Of Year Seeding dates in Connecticut are normally April 1 through June 15 and August 15 through October 1. Spring seedings give the best results and spring seedings of all mixes with legumes is recommended. There are two exceptions to the above: dates. The first exception is when seedings will be made in the areas of Connecticut known as the Coastal Slope and the Connecticut River Valley. The Coastal Slope includes the coastal towns of New London, Middlesex, New Haven, and Fairfield countries. In these areas, with the exception of crown vetch (when crown vetch is seeded in late summer, at least 35% of the seed should be hard seed (unscarified), the final fall seeding dates can be extended and additional 15 days. The second exception is frost crack or dormant seeding, the seed is applied during the time of year when no germination can be expected, normally November through February. Germination will take place when weather conditions improve, mulching is extremely important to protect the seed from wind and surface erosion and to provide erosion protection until the seeding becomes established. PERMANENT SEEDING (Continued) Site Preparation Grade in accordance with the Land Grading measure which is in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Install all necessary surface water controls. For areas to be mowed remove all surface stones 2 inches or larger. Remove all other debris such as wire, cable tree roots, pieces of concrete, clods, lumps, or other unsuitable material. Seed Selection and Quantity Select a seed mixture appropriate to the intended use and soil conditions from Figure PS-2 and Figure PS-3 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition or use mixture recommended by the NRCS. Seedbed Preparation Apply topsoil, if necessary, in accordance with the Topsoiling measure which is in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Apply ground limestone and fertilizer according to soil test recommendations (such as those offered by the University of Connecticut Soil Testing Laboratory or other reliable source). Where soil testing is not feasible on small or variable sites, or where timing is critical, fertilizer may be applied at the rate of 300 pounds per acre or 7.5 pounds per 1,000 square feet of 10-10-10 or equivalent and limestone at 4 tons per acre or 200 pounds per 1,000 square feet. Work lime and fertilizer into the soil to a depth of 3 to 4 inches with a disc or other suitable equipment. Inspect seedbed just before seeding. If the soil is compacted, crusted or hardened, scarify the area prior to seeding. Seed Application Apply selected seed at rates provided in Figure PS-3 (in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition) uniformly by hand, cyclone seeder, drill, cultipacker type seeder or hydroseeder (slurry including seed, fertilizer). Normal seeding depth is from 0.25 to 0.5 inch. Increase seeding rates by 10% when hydroseeding or frost crack seeding. Seed warm season grasses during the spring period only. Mulching See guidelines in the Mulch For Seed measures. MAINTENANCE Inspect temporary soil protection area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater during the first growing season. Where seed has been moved or where soil erosion has occurred, determine the cause of the failure and repair as needed. SOIL ERSOION & SEDIMENT CONTROL NOTES 1. All soil erosion and sediment control work shall be done in strict accordance with the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. 2. Any additional erosion/sediment control deemed necessary by the engineer during construction, shall be installed by the developer. In addition, the developer shall be responsible for the repair/replacement and/or maintenance of all erosion control measures until all disturbed areas are stabilized to the satisfaction of the town staff. 3. All soil erosion and sediment control operations shall be in place prior to any grading operations and installation of proposed structures or utilities and shall be left in place until construction is completed and/or area is stabilized. 4. All entrances to the project site are to be protected by construction entrance (CE) pads, conforming to the Connecticut Guidelines For Erosion and Sediment Control latest edition. The CE pad is to be maintained at all times during the construction period. 5. In all areas, removal of trees, bushes and other vegetation as well as disturbance of the soil is to be kept to an absolute minimum while allowing proper development of the site. During construction, expose as small an area of soil as possible for as short a time as possible. 6. All fill areas shall be compacted sufficiently for their intended purpose and as required to reduce slipping, erosion or excess saturation. Fill intended to support buildings, structures, conduits, etc., shall be compacted in accordance with local requirements or codes. 7. Topsoil is to be stripped and stockpiled in amounts necessary to complete finished grading of all exposed areas requiring topsoil. The stockpiled topsoil is to be located as designated on the plans and ringed with hay bale barrier or geotextile silt fence. The stockpiled topsoil shall be temporarily seeded if it is to remain more than 30 days. Topsoil shall not be placed while in a frozen or muddy condition, when the subgrade is excessively wet, or in a condition that may otherwise be detrimental to proper grading or proposed sodding or seeding. 8. There is to be no stockpiling of soil within a ten foot limit of adjoining properties or within the drip line of existing trees. Any and all fill material is to be free of brush, rubbish, timber, logs vegetative matter and stumps in amounts that will be detrimental to constructing stable fills. Maximum side slopes of exposed surfaces of earth to be 3:1 or as otherwise specified by local authorities. 9. When construction activites have ceased or have temporary been suspended for more than 7 days, or when final grades are reached in nay portion of the site, stabilization practices shall be implemented within 3 days. 10. If field conditions warrant, the engineer may require additional measures to those specified on this sheet, including but not necessarily limited to sodding, erosion control blankets, turf reinforcement mats, stone slope protection, and stone check dams. CHECKLIST FOR EROSION CONTROL PLAN PROJECT: Rye Springs Subdivision LOCATION. Rye Street East Windsor & South Windsor, Ct. PROJECT DESCRIPTION: Construction of a 12 lot residential subdivision. PARCEL AREA 27.37 acres RESPONSIBLE PERSONNEL: Dan Ferraino 688-7519 EROSION AND SEDIMENT CONTROL PLAN PREPARER: J.R. Russo & Associates CHECKLIST: Work Description Erosion & Sediment Control Measures Location Date Installed Initials Date Removed Initials Install construction As shown on exit pad. plan. Install haybales and As shown on silt fence, plan. Install siltation As shown on barriers at CBs. plan. MAINTENANCE OF MEASURES: Location Description or Number Date Initials Project Dates: Date of groundbreaking for project: Date of final stabilization: CONSTRUCTION SEQUENCE & NARATIVE This project is located on Rye Street East Windsor/South Windsor, Connecticut. The proposed activity is the construction of a 12 lot residential subdivision serviced by private wells and septic systems. The suggested schedule of construction is as follows: 1. Install perimeter sedimentation barriers. 2. Install construction exit pad. 3. Strip topsoil. 4. Box out the roadway. 5. Install the storm drainage. 6. Install other utilities as shown on the plans. 7. Complete grading of the roadway, pave binder course and then pave surface course. 8. Fine grade remaining disturbed areas and establish vegetation. 9. Upon stabilization of site, clean all sediment from the drainage structures. 10. Remove silt fence after permanent vegetation has been established. Construction of this site is anticipated to begin after the approval of these plans. The contractor shall keep the area of disturbance to a minimum and establish exposed soils as soon as practical. All soil and erosion control measures shall be installed and maintained in accordance with these plans and the "Connecticut Guidelines for Soil Erosion and Sediment Control". The contractor shall notify the Engineer of any discrepancies between the plans and actual conditions. The developer shall be responsible for the repair/replacement/maintenance of all erosion control measures until all disturbed areas are stabilized to the satisfaction of the town staff. Sediment deposits should be periodically removed from the upstream sides of Sediment Barriers. This material is to be spread and stabilized in areas not subject to erosion, or to be used in areas which are not to be paved or built on. Sediment Barriers are to be replaced as necessary to provide proper filtering action. Sediment Barriers are to remain in place and be maintained to insure efficient siltation control until all areas above the erosion checks are stabilized and vegetation has been established. Best management practices (BMP's) shall be utilized at the site to ensure that no liter, debris, building materials, or similar materials are discharged to waters of the state. The site shall be kept neat and clean after each work day. A construction waste dumpster shall be provided for proper disposal of waste materials. A portable sanitary facility shall be provided and maintained at the site during construction activities. REV. 12-10-03 SUBMIT FOR FILING, NO CHANGES THIS SHEET REV. 12-1-03 NO CHANGES THIS SHEET REV. 8-4-03 NO CHANGES THIS SHEET REV. 7-3-03 NO CHANGES THIS SHEET Soil Erosion & Sediment Control Notes Rye Springs Subdivision Rye Street East Windsor & South Windsor, Connecticut Property Of The R e al Group III LL C 810 Prospect Hill Road Windsor, Connecticut Map 40 Blk 42 Lot 42 Zone: A-1 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers �1t1111MgN ��'`= •�"` CON ''6 1 SHOHAM ROAD r�,�� •y�P� R' Rvs G - EAST WINDSOR, CONNECIICUT 06088 * •' �O 0� * a :r (860) 623•-0569 FAX: (860) 623-2485 .08 .0 • i ' �.� BY SCALE DATE SHEET CHECKED NO. �� LF/TAC AS NOTED 6-25-03 11 of 13 JRR 2001-067 GENERAL NOTE REGARDING DETAILS: R 50' R.O.W. 0 ALL MATERIALS SHALL CONFORM To CT DOT F^R�'I 0011 �, LATEST EDITIO":, UNLESS OTHERWISE NOTED. ANGLE 10' UPSLOPE FILTER FOR STABILITY AND FABRIC SELF CLEANING. L. FLOW [Vi 100• COMPACTED BACKFILL- BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. BOTTOM OF DRAINAGEWAY I I L 1 1 LN.0 LLL 1 I LB LLLLLO 1 LLLLLLLLALLLLLL ALLLLLL i 1 POINTS "A" SHOULD BE 1 1 HIGHER THAN POINT "B" 1 1 ELEVATION PLAN VIEW SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT SEDIMENTATION BARRIER (SlL T FENCE) DETAIL DEPTH TO INVERT NOT TO SCALE PROPOSED GRADE 1 T.D. + 2' 12„ " MIN. „ 'r2 i2 ;,C,Ii O SOU . �Ji�0 C -, ` PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE \_SAiYD BCDD11YU PLA�iED AfYO COMPACTED IN 6" LAYERS MATERIAL SHALL MEET CT -DOT M8.01-21 MIRAFI FABRIC 140N OR EQUAL BACKFILL TO SPRINGLINE OF PIPE WITH 3/4" CRUSHED STONE (CT -DOT M.02.01) S T ORl `'I DRA /N TRENCH DE TA I L NOT TO SCALE Stone On Filter Fabric< Marafi 140(N) f V Thick Min. ANTI -TRACKING EXIT PAD DETAIL (CE) NOT TO SCALE PRE CAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, 6" TO 12" ALL JOINTS TO BE W POINTED FLUSH & FULL 0.5 PRE CAST CONCRETE OR CONCRETE MASONRY UNITS PRE CAST SUMP OR SLAB (OR EQUAL) 3500 PSI 6" OF 3/4" CRUSHED STONE FRONT ELEVATION SIDE ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 1'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT -10 MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE TYPE "CL ,, CA TCH BASIN NOT TO SCALE 2=,. 7 " . l'-%' 74" ARROW CONCRETE PRODUCTS INC. AC -TYPE "C" CAPE COD OR EQUAL 2-#44X4'-( TOP OF FRAf< 12" OF CONC. BLOCK OR BRICK MUST BE PROVIDED TO ALLOW FOR ELEVATION ADJUSTMENT ALL :IOINTS TO BE j POINTED FLUSH & FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNITS 2' MIN. / POURED CONCRETE OR PRE CAST SLUMP OR SLAB OR EQUAL) 3500 PSI 6" OF 3/4" CRUSHED STONE ," NOTES- FRONT ELEVATION 1. MINIMUM COVER OVER TOP OF PIPE .,,. , - SInF FLFVATIONI SnnLL K 2-0 . 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. TYPE "C" CAPE COD STYLE CATCH BASIN 12" NOT TO SCALE STONE _E NOTE, REMOVE CB GRATE. PLACE FILTER FABRIC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC, ANCHOR W/ STONE OR EARTH PILE. FI L TER FABRIC SI L T BARRIER AT TYPE "CL" CATCH BASIN NOT TO SCALE SUBGI 12' I - 13, 3/8" PER FT. 0 - 1 1 /2" COMPACTED BITUMINOUS CONCRETE WEARING COURSE © - 2" COMPACTED BITUMINOUS CONCRETE BINDER COURSE ©- 6" PROCESSED CRUSHED TRAP ROCK BASE (M.05) 0 - 12" MINIMUM COMPACTED BANK RUN GRAVEL SUBBASE (M.02.03) (P__1 - CAPF COD STYI_F CURBING (SFE DETAIL) O - GRASSED AREA 2'_4 .11" 12- �uuw nova a u�uunuun�, i' FRONT ELEVATIOP STONE LE S09.5 O 0 0 / 1 /4" PER FT. NOTE: 1) PROCESSED AGGREGATE TO BE CRUSHED TRAP ROCK. iF BROKEN STONE OR RECLAIMED MISCELLANEOUS AGGREGATE ARE USED AS AN ALTERNATVIE, THE THICKNESS OF THE BINDER COURSE SHALL BE INCREASED TO 3" 2) THICKNESSES TO BE INCREASED AS NECESSARY PER CONDITIONS, PROJECT ENGINEER AND/OR TOWN ENGINEER. 3) ALL MATERIALS TO CONFORM TO DOT 814A. T YPI CAL ROAD CROSS SECTION NOT TO SCALE 2 - 5/8" HOLES FOR -16 4 BARS 7' - 4" LONG 2- #4 BARS P'�T,t:R�':S.•S LONG 1'A" - -PRE CAST CONCRETE UNIT 12" ALL JOINTS TO BE V IES 1'-' " 2'L1 SEE 3 PRE CAST CONCRETE OR CONCRETE MASONRY UNITS DETAIL "A" SIDE ELEVATION NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 1'-0" 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. TYPE "C " CA TCH BA SIN CAPE COD S T YL E DOUBLE GRATE TYPE ll NOT TO SCALE m 1 1 ROCK 5p\\- MAd1 2 2" RADIUS 3" I 1 1 1" PAVf:MENT (BINDER COURSE) -TOP OF FRAME APPLIES •.•.�.•.•.•.•.......... . 3 STIRRUPS_ ®9"••••••••••••••••••••••••••••• _ • •••• 3 - 4X4' - 0" LONG ••••••••••••••• •••••••••••••••• PRO(ESSED TRAPROCK ADJUSTFRAME ................... ELEVATIONWITH••••••••••••••••• CONC. BLOCKS OR •°°••••°•••••• BRICKS, 6' TO 12" '----_4' STEEL I -BEAM B. S09.5 3'-6" LONG (MASONRY BITUMINOUS CONCRETE 1 iNTTS) CAP COD STYLE I''URB PRE CAST SUMP OR SLAB NOT TO SCALE r_(OR EQUAL) 3500 PSI 6" OF 3/4" CRUSHED STONE N.YJJii REMOVE C8 GRAIL PLACE C11 TCO Fary CW LA.' C MA'W TMNG CARE NOT TO DAMAGE FILTER FASRIC, ANCHOR W/STONE OR EARTH PILE. �`��pr`t�uMgphi �fI CON .` OF... .,y�G�°FILTER FABRIC SIL TBAR'RI 'AF .�ER �Q%AT TYPE "C" CA TCH BASIN ' `•. 0.0 NOT TO SCALE �® A°.O ��• NS�� 4" LOAM & SEED v. 's ; 1 8" PROCESSED OR BANK RUN GRAVEL COMPACTED SUBGRADE MEETING GRADATION OF M2.01 OR M5.01 ACCESS WAY DETAIL NOT TO SCALE REV. 12-10-03 SUBMIT FOR FILING, NO CHANGES THIS S-IEET REV. 12-1-03 NO CHANGES THIS SHEET REV. 8-4-03 DETAIL ADDED REV. 7-3-03 NO CHANGES THIS SHEET Detail Sheet � Rye Springs Subdivision Rye Street East Windsor & South Windsor, Connecticut Property Of The Real Croup III LL C 810 Prospect Hill R gad Windsor, Connecticut Map 40 Bik 42 Lot 42 .one: A-1 J.R. RUSSO & AS�'_*')OCIATES Land Surveyors & Profess onal Engineers 1 SHOHAIA ROAD EAST WINDSOR, COIANECTICUT 06088 (860) 623-0569 FAX: (860) 623-2485 BY SCALE IDATE SHEET CHECKED NO. LF/TAC AS NOTED 6-25-03 12 of 0 JRR 2001-067 TRADITIONAL COMPACTE 3 t� cD 0 0 O i a r\ to O 0 0 U) U_ 0, ra 0 Q REMOVE COVER FROM 18" OPENING, PROVIDE 24" PRECAST CONC. RISER W/STANDARD DRYWELL DETAIL (DW> NOT TO SCALE TACK COAT EDGES OF EXIS77NG 4" MIN. COMPACTED PAVEMENT WITH ASPHALT CLASS I BIT. CONC. UNDISTURBED EMULSION SS-1 IN TWO EQUAL COURSES EXISTING PAVEMENT SAW CUT SAW CUT •` ; �.. A,:::r;'.:.:;:: ';' ;•� :. ',•;::,.;;,;:�: ` '�: :.:. ROLLED GRAVEL �;:;�r'.� '.. ; • ; ,.: ' ,• • BASE (M.02.03) :,•:,..r..'�••.'',;': �: .. •"' :.'; CUT BACK ASPHALT .' '•' RC-250 PRIME COAT . ,"• •" ' : d .. 0.4 GAL/SY 15" COMPACTED PROCESSED AGGREGATE BASE (M.05) 18" min. ( TRENCH WIDTH VARIES I 18" min. SEE TYPICAL TRENCH SECTION 1 NOTES: 1. All saw cut and sealed joints to be either parallel with, or perpendicular to, the center -line of the pipe. 2. All materials are to meet Conn. D.O.T. Form 814, latest edition PERMANENT PAVEMENT PAT CHI NG DE TA I L NOT TO SCALE CAST IRON - HANDLE STANDARD CATCH BASIN TRAP BY CAMBELL FOUNDRY OR APPROVED EQUAL OF BASIN 4" OUTLET PIPE r-TO DRYWELL NOTE: PROVIDE TRAP HOODS ON 4" OUTLETS TO DRYWELLS (CB#4, 6, 11) TRAP HOOD DETAIL NOT TO SCALE GENERAL NOTE REGARDING DETAILS: ALL MATERIALS SHALL CONFORM TO CT DOT FORM 814, LATEST EDITION, UNLESS OTHERWISE NOTED. STANDARD FRAME & COVER PROVIDE CAST IRON GRATED INLET FOR DMH #2B-#4. ADJUST FRAME TO FIN. WITH CONC. BRICK (6" TO 12" MAX.) STANDARD STEPS (SEE MISCELLANEOUS MANHOLE DETAIL) ALL JOINTS TO BE POINTED FLUSH AND FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT CONCRETE OR BRICK INVERT. 6" OF CRUSHED STONE CL 2 PLY 1/2" DIA. REINFORCED RUBBER HOSE TREES GREATER THAN 2 1/2" CAL---- GUY WIRES - THREE SPACED EQUALLY ANCHORED W/2"x4"x2.5' CEDAR STAKE SET CROWN OF ROOTBALL AT SURROUNDING FINISH GRADE BEFORE MULCHING PLANTING SOIL MIXTURE NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. STORM MA NHOL E NOT TO SCALE -+ 15' J. I JIVI- JLVI L PLAN VIEW MIRAFI 140N OR EQUAL SECTION A -A PREFORMED SCOUR HOLE (OP) NOT TO SCALE 10 GA. GALV. SOFT STEEL GUY WIRE VSTAKES NOTCHED FOR WIRE TREES 2 1/2" CAL. OR LESS HARDWOOD STAKES -TWO 2"x2"x8' OPPOSITE AND SET INTO SUBGRADE TREE WRAPPING TO SECOND BRANCH HEIGHT W/50% OVERLAP /- SEE LAYOUT FOR SURFACE TREATMENT D-•--• 3" SHREDDED BARK MULCH 6" ---ROLL BACK TOP THIRD OF BURLAP COMPACTED PLANTING SOIL MIXTURE UNDISTURBED SUBGRADE TREE PLANTING NOT TO SCALE NISHED GRADE Concrete reinforced for HS20-44 loading--, B 7'-0" 3'-0" NOTE: STOP SIGN BACKGROUND TO BE RED WITH WHITE LETTERS. \ SIGN SHALL CONFORM TO CT DOT DESIGN SPECIFICATIONS. (STOP a °PAVEMENT Y 12' LO z rn w 0 z STOP SIGN NOT TO SCALE x 1 "-6 "" x R� R11" R-2 1 F F• v -d -- PLAN n POURED CONCRE OR PRE CAST SLAB, ANCHORED TO CULVERT END SECTION X-X 12'-0" Sealant Flour Control Wall Extruded Buna N seal �' 6" Concrete I / I Typ �•N ti Aluminum swirl : Orifice chamb I I �. Weir i. 4• Sealant 90 Baffle Wall PLAN VIEW B - B + f SECTION Y-Y E R1i" A END VIEW CONCRETE CULVERT END NOT TO SCALE s'-o" FL IN=83.4 - A EDISON DAYFORM )NAIRE TRD 150 WATT AP IUM POLE DESIGNER ) TAPERED STYLE "A" B.C.L.C. ROAD No7FS: 1. POLES TO BE SET SO THAT WIRING EXIT FACES THE ROAD 2. OmEivi FIAWITL (:VRREUILT AS TO FIELD AND STRE'_T SIDE. J. EXTEND DIRECT BURIED CABLE FAR ENOUGH INTO 771E POLE TO MAKE THE CONNEC77ON AT THE HANDHOLE IN THE POLE. EXTEND #14, 2/C COPPER STREET LIGHT CABLE FROM THIS COIVVEC77ON TO THE LUMINAIRE. TRADITIONAL STREET LI GH i- DETAIL NOT TO SCALE CONCRETE CULVERT END DIMENSIONS DIA. A B C D E F R-1 R-2 15" 6" 2'-3" 3'-10" 6'-l" 2'-6" 2'-0 5/16" V-0 1/2" 11" 18" 9" 2'-3" 3'-10" 6'-1" 3'-0" 2'-5" V-3 1/2" 1'-0" 24" 9 1/2" 3'-7 1/2" 2'-6" 6'-1 1/2" 4'-0" 2'-9 3/16" V-4 13/16" V-2" 30" 1'-0" 4'-6" V-7 3/4" 6'-1 3/4" 5'-0" 3'-1" 1'-6 1/2" 1'-3" 36" V-3" 5'-3" 2'-10 3/4" 8'-1 3/4" 6'-0" 3'-11 13/16" 2'-0 5/16" V-8" » 42 n 1 � 9" n 5;-3 r n 2 -11" r r 81-2 , n 6�-6" r n 4 -5 7/8" 2�-3 1/2'; r » 1'-10 48" 2 -0 6 -Dn 2'-2 8 -2 7 -0 4'-8 1/2 2 -4 1/2 1 -10" N07FS: JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIGOT AS REQUIRED TO CONFORM TO PIPE. WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS S7RUCT URE SHALL BE PLACED ON EXIS77NG SUITABLE COMPACTED MATERIAL OR 12" GRAVEL BASE. ACCESS COVER PROVIDE 24" INSIDE DIA. H-20 CONC. RISER TO GRADE WITH CAST IRON FRAME & COVER CONFORMING / TO EAST WINDSOR SPECIFICATIONS (TYP. OF 3) \ PARTICLE SEPARATOR �\ VORTECHNIC MODEL 4000 OR EQUAL f j ; - FL OUT=83.4 REV. 12-10-03 SUBMIT FOR FILING, ADD PARTICLE SEPARATOR DETAIL REV, 12-1-03 NO CHANGES THIS SHEET REV, 8-4-03 DETAIL ADDED REV. 7-3-03 NO CHANGES THIS SHEET Detail ShE�et FL=83.5 15" CPEP (TYPE-S) FL=83.3 CONSTRUCT BAFFLE WITH INLET & OUTLET PIPES CONC. BLOCK & MORTAR 2.5'� EACH TOP OF BAFFLE=86.4 6'f 18" CPEP 18" CPEP (TYPE-S) 18" CPEP TYPE-S TYPE-S BYPASS PIPE Rim elevations to match finished grade FL=83.0 ;' =;;; -; �• ACCESS COVER FL=83.5 F1 =83.0 DMH#2 PLAN VIEW DMH#2A ••; .:7 : ,:• Top and sides A_- sealed to vaultB ,' Butyl rubber Weir Weir �• NOTES: ,y sealant and :,�• 1. Stormwater Treatment System (SWTS) shall have, 1) a peak treatment capacity of 6 cfs, 2) a Orifice sediment storage capacity of 2.5 cu yd, and 3) a sediment chamber dia of 6 min. Plates 2. SWTS shall be contained in one rectangular structure 3. SWTS shall remove 80% of the net annual TSS loading based on a 50 micron size particle Orifice •` FL OUT=83.4 4. SWTS shall retain floatables and trapped sediment up to and including peak treatment capacity S. SWTS inverts in and out shall be at the same elevation <• I :a • 6. SWTS shall not be compromised by effects of downstream tailwater 7PROVIDE BALLAST EQUIVALENT TO 7• SWTSshall have nointernal components that obstruct maintenance access S-0" 3'-0" CONCRETE SECURED TO 8. inlet pipe must be perpendicular to the structure 1 C.Y. Typ Typ 9. Pipe orientation may vary; see site plan for size and location OUTSIDE OF TANK TO PROTECT 10. Purchaser shall not be responsible for assembly of unit AGAINST FLOATATION 11. Manhole frame & covers supplied with system must be approved by the Town Engineer. 12. Purchaser to prepare excavation and provide crane for off-loading & setting at time of delivery > W1111M1t :; . ;•:,,.::.:;;�;..;:.:'• �' : 7�,• c:. 13. Flow controls (weir and orifice) to be designed by manufacturer o H®P®i� 0 0 0 0 0 0 0 0 0 0 0 0� o 0 0 "•o 0 0 0 0 0 o Q o Q o o 14. Contact Vortechnics @ (207) 885-9830 for ordering information ,�� C+� C .�� 000 ooao„� 0000 0000 ooeo ooao 0000 moo o_ooQ moo_ oa - o Minimum 6" compacted gravel �Qj . •H s ; SECTION A - ALn °*1 PARTICLE SEPARATOR0. ` NOT TO SCALE •..• G 10 Rye Springs Subdiviswn Rye Street•. East Windsor & South Windsor, Connecticut Property Of The R e al Group III LL C 810 Prospect H iI l Road Windsor, Connecticut Map 40 Blk 42 Lot 42 Zone: A-1 J.R. RUSSO & .ASSOCIATES Land Surveyors & Professional Engineers 1 S} OHAM ROAD ' = EAST WINDSOF, CONNECTICUT 06088 (860) 623-0569 FAX: (i 360) 623-2485 BY SCALE DATE SHEET CHECKED NO. I LF/TAC AS NOTED 6-25-03 13 of 1; JRR 2001-067