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HomeMy WebLinkAbout06-21P_VICTORY ESTATES_SCANTIC ROAD11 41-UNIT CONDOMINIUM HOUSING DEVELOPMENT �4 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 SoR•coga TELEPHONE (860) 644.2511 May31,.200e Certified #70020460000197444538 J. R. Russo & Associates 1 Shoham Road East Windsor, CT 06088 Ri~: Appl, #06-21W — Victory Outreach Ministries Dear Mr; Ursery: At the May 17, 2006 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #06-21 W - Victory. Outreach Ministries — 329 Scantic Road — Inland Wetland/Conservation Commission application for regulated .activities in connection with the relocation of a stormwater system for a 44 unit Senior Residence Development (SRD); on property located southerly of Scantic Road, Rural Residential Zone: This approval is subject to the following conditions: 1.. One blueprint.copy of the entire set of plans and this letter reproduced thereon; must be submitted. to this Commission, This must bacompleted within 65 days of approval prior to any construction activity on the. site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement, 2. The application shall Indemnify and hold harmless the Town of South Windsor against: any liability, which might result from.the proposed operation or use. . 3. The permit is valid for five years and shall expire on May 17, 2011, It is -the landowner($)/applicant(s) responsibility -to track expiration dates and notify the Commission: of a renewal request at least 81 drys prior to expiration, 4. .All approvals required must be obtained and.submitted prior to any activity on tho site. 6'. A contact person shall be identified.'on the plans. 6.. A note to be added to -the plan that states the. stormwater system to be installed and stable prior to receiving any water. 7. The Town Engineers comments to be incorporated into the plans, Victory Outreach Ministries May 31, 2006 Page.2 8.. We recommend a bond in the amount of $40,000 be submitted to the Planning & Zoning Commission to ensure installation ofthe detention basin and establishment of the blo-filter.. Vey truly yours, ElizabettUA. Warren, Chairperson INLANQ WETLANDSmAGENCY/ CONSERVATiON COMMISSION EW:dr cc: Chief Building Official SPECIAL DEVE LOPMENT DISTRICT Scantic Road East Windsor, Connect10 icut U? 0G'� ; Ir0 N D 1 A PREPARED FOR: Victory Outreach Ministries, Inc. 329 Scantic Road East Windsor, Connecticut 06088 860-627-5907 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers �,. 1 SHOHAM ROAD EAST WINDSOR, CONNECITUT 06088 (860) 623-0569 FAX: (860) 623-2485 DRAWING INDEX SHEET TITLE SHEET NO. COVER SHEET.........................................1 of 20 KEY MAP.............................................2 of 20 BOUNDARY PLAN ...................................... 3 of 20 OVERALL SITE TOPOGRAPHIC PLAN • ........ • • • • . • • ... • . • 4 of 20 DEMOLITION PLAN. .•.•..••..•.•••....•.•..•....•...•• .5 of 20 LAYOUT PLAN ........................................ 6 of 20 LAYOUT PLAN ........................................ 7 of 20 SITE PLAN...........................................8 of 20 SITE PLAN...........................................9 of 20 SITE PLAN..........................................10 of 20 PLAN & PROFILE ..................................... 11 of 20 PLAN & PROFILE ..................................... 12 of 20 PLAN & PROFILE ..................................... 13 of 20 PLAN & PROFILE ..................................... 14 of 20 LANDSCAPE PLAN....••..•.•..............•..••••....15 of 20 EROSION & SEDIMENT CONTROL PLAN ... • • .. • ... • ..... • .16 of 20 EROSION & SEDIMENT NOTES . ......... • • .. • • • ... • . • • . • 17 of 20 DETAIL SHEET ........................................ 18 of 20 DETAIL SHEET ........................................ 19 of 20 DETAIL SHEET ....................................... 20 of 20 r FINAL PLANS TOWN OF SOUTH WINDSOR AUTHOPHZED SIGNATURE /'W DATE: 12 RELIVED JUAI ? 6 2006 th COSER A r SltAN�MAGENCY SSION eCONNe' uPo N'; r�R. RU •• C �� ``�� A)s0. :i40 O CO:'J 7 C No. 8048__' LAST REV. 6-23-06 3-1-06 3-1-06 5-5-06 3-1-06 3-1-06 3-1-06 3-1-06 6-23-06 6-23-06 3-1-06 3-1-06 3-1-06 3-1-06 3-1-06 6-23-06 6-23-06 6-23-06 6-23-06 6-23-06 LATEST REVISIONS 6-23-06 1 lrlaV DIA LUL iVaillu OG 39 23 18 Ethel B. Barber Man Blk Lot Name & Address 60 Abbe Road 39 34 54 Lawrence P. & Barbara E. Pagano East Windsor, CT 06088 285 Scantic Road East Windsor, CT 06088 29 William R. & Judith M. Smith 302 Scantic Road 54A " East Windsor, CT 06088 55 Sandra L. & Edmund A. LaFlamme 30 John & Sadie Dingess 219 Podunk Road 278 Soutn Main Street East Brookfield, MA 01515 East Windsor, CT 06088 56 Debra H. Brodersen 31 Jarmoc Farms LLC 315 Scantic Road 33 School Street East Windsor, CT 06088 Enfield, CT 06082 57 Richard S. & Sharon B. Skowron 32B David J. Bonvouloir 319 Scantic Road 286 North Street East Windsor, CT 06088 Windsor Locks, CT 06096 58 James H. Stratton 32A Barbara Grusden 189 Main Street 336 Scantic Road East Windsor, CT 06088 East Windsor, CT 06086 59 Gary P. & Susan E. Levasseur 33 James Carter, Jr. 325 Scantic Road 342 Scantic Road East Windsor, CT 06088 East Windsor, CT 06086 61 Rose Mary & Gregory T. Mulka III 34 Bessie Ritter 337 Scantic Road 350 Scantic Road East Windsor, CT 06088 East Windsor, CT 06088 62A Geoffrey B. Walker 35 Robert L. Lewis, Jr. 339 Scantic Road 352 Scantic Road East Windsor, CT 06088 East Windsor, CT 06088 62B Gregory S. & Kathleen A. Bilodeau 36 Edward J. Furrow 343 Scantic Road 354 Scantic Road East Windsor, CT 06088 East Windsor, CT 06088 63 Hara Dell Lovett 37 Darrell R. Barkley & Stephen L. Terrell 198 Burnham Street 356 Scantic Road Hartford, CT 06112 East Windsor, CT 06088 65 Michael & Tina Fauteux 38 LCC Partnership 347 Scantic Road P.O. Box 388 East Windsor, CT 06088 East Windsor, CT 06088 65-1 Robin & Rebecca Schanck 39 Secretary of Housing & Urban Devel. 6 Schanck Road c/o City Side Corp. East Windsor, CT 06088 5 Medallion Ctr. Greeley Merrimack, NH 03054 66 Erma Schanck 8 Schanck Road 40 William P. & Mary —Paula Sabonis East Windsor, CT 06088 1 Melrose Road Broad Brook, CT 06016 67 Ellen B. & Arthur B. Sias, Jr. P.O. Box 230 41 Yves A. & Karen L. Downey Broad Brook, CT 06016 368 Scantic Road East Windsor, CT 06088 68 Carlos & Manuela Cristovao 12 Schanck Road 55 LCC Partnership East Windsor, CT 06088 P.O. Box 388 East Windsor, CT 06088 69-1 Brad E. & Pamela J. Bensken 355 Scantic Road 57 Shirley Gudzunas East Windsor, CT 06088 261 South Main Street East Windsor, CT. 06088 69-2 Albert J. & Julie A. Gelsomino 351 Scantic Road East Windsor, CT 06088 69-3 Carl E. Johnson 349 Scantic Road East Windsor, CT 06088 69-4 Somphone & Ninthana Vilaysom 3 Oakwood Drive East Windsor, CT 06088 69-5 Sean J. & Mary E. Hevner 5 Oakwood Drive East Windsor, CT 06088 Map Blk Lot Name & Address 39 34 69-6 Barbara E. Leitao 9 Oakwood Drive East Windsor, CT 06088 69-7 MA -re D. & Tracey A. Parent 11 Oakwood Drive East Windsor, CT 06088 69-8 Robert A. & Lauren Nowak 17 Oakwood Drive East Windsor, CT 06088 69-9 Walter E. & Linda L. Napierata 4 Oakwood Drive East Windsor, CT 06088 69-10 Kim M. & Victor E. Mascone, Jr. 6 Oakwood Drive East Windsor, CT 06088 69-11 Christine Mendall—Quinn 10 Oakwood Drive East Windsor, CT 06088 69-12 Fernando L. & Maria F. Batista 12 Oakwood Drive East Windsor, CT 06088 69-13 Randolph J. & Dori Stramel 16 Oakwood Drive East Windsor, CT 06088 71 Chris & Suzanne Kramer 357 Scantic Road East Windsor, CT 06088 72 Kum Cha Miller 361 Scantic Road East Windsor, CT 06088 73 Alonzo & Fozie Mansfield 363 Scantic Road East Windsor, CT 06088 74 BUI LOC 365 Scantic Road East Windsor, CT 06088 75 Perter F. Draghi 379 Scantic Road East Windsor, CT 06088 55A Nilce Conti & Michele Caponetto 311 Scantic Road East Windsor, CT 06088 40 42 33 River Bend Associates, Inc. c/o Griffin Land & Nurseries, Inc. 204 West Newberry Road Bloomfield, CT 06002 44 Peter L. Churilo P.O. Box 98 South Windsor, CT 06074 Man Lot Name & Address 133 2 South Windsor Land Cons. Trust P.O. Box 415 East Windsor Hill, CT 06026 134 16 Dewey L. & Kimberley S. Rambo 157 Farnham Road South Windsor, CT 06074 17 Clark B. & Marisol Jones 165 Farnham Road South Windsor, CT 06074 18 David M. Dubiel 173 Farnham Road South Windsor, CT 06074 19 David W. & Annamarie Lynn 181 'Farnham Road South Windsor, CT 06074 20 Michael J. & Renee M. Ravelese 189 Farnham Road South Windsor, CT 06074 21 John T. & Barbara T. Phillips 200 McGrath Road South Windsor, CT 06074 22 Kenton & Shelley Greenman 190 McGrath Road South Windsor, CT 06074 23 David J. & Cindy J. Mauth 25 Cherry Blossom Lane South Windsor, CT 06074 24 Donald Lester Parker 15 Cherry Blossom Lane South Windsor, CT 06074 43 Benedict C. & Sadie Antonowich 181 McGrath Road South Windsor, CT 06074 44 Nancy T. Walker 191 McGrath Road South Windsor, CT 06074 45 Jose I. & Constance S. Serpa 195 McGrath Road Soutth Windsor, CT 06074 46 James B. McGrath & Anne M. Doran 443 Rye Street South Windsor, CT 06074 48 Culbro Shepard Associates 204 West Newberry Road Bloomfield, CT 06002 143 1 Peter F. Draghi 379 Scantic Road East Windsor, CT 06088 2 Joseph & Julie Pilius 365 Scantic Road East Windsor, CT 06088 5 Carlos & Manela Cristovao 12 Schanck Road East Windsor, CT 06088 7 Louis P. Chagnot P.O. Box 615 South Windosr, CT 06074 8 )) f) 9 State of Connecticut DEP 79 Elm Street Hartford, CT 06106 144 1 Edmund A. & Sandra L. LaFlamme 219 Podunk Road East Brookfield, MA 01515 2 Town of 57 South Windsor 200 Scantic Meadow Road South Windsor, CT 06074 3 Bruce N. & Kathryn S. Delugo 192 Scantic Meadow Road South Windosr, CT 06074 38 Judith A. Barry 181 Scantic Meadow Road South Windsor, CT 06074 39 Ivan D. & Geraldine Nicknair 189 Scantic Meadow Road South Windsor, CT 06074 Man Lot Name & Address 144 40 Stephen W. & Sandis J. Ouimette 195 Scantic Meadow Road South Windsor, CT 06074 41 Charles E. & Agnes E. Woods 224 Farnham Road South Windsor, CT 06074 42 Pamela A. Casiano 214 Farnham Road South Windsor, CT 06074 43 Jeffrey 0. & Linda 0. Plitt 208 Farnham Road South Windsor, CT 06074 44 Sorot Robyn Ouellette 200 Farnham Road South Windsor, CT 06074 45 Anthony K & Jeanne L. Randall 192 Farnham Road South Windsor, CT 06074 46 Timothy Beranrd Manning 184 Farnham Road South Windsor, CT 06074 47 David A. Coulthard 174 Farnham Road South Windsor, CT 06074 48 Thomas R. & Diane P. Troiano 9 Pear Tree Lane South Windsor, CT 06074 49 James H. & Alma Doer 21 Pear Tree Lane South Windsor, CT 06074 53 Monica J. Kendall Farnham Road South Windsor, CT 06074 54 Raul E. & Mary Anduaga 205 Farnham Road South Windsor, CT 06074 55 Lisa A. Beck 213 Farnham Road South Windsor, CT 06074 56 Ryan R. & Jill M. Lash 221 Farnham Road South Windsor, CT 06074 57 Steven D. & Glenda R. Kehayias 229 Farnham Road South Windsor, CT 06074 58 William H. & Cira M. Conley 235 Farnham Road South Windsor, CT 06074 59 Gerald & Marie F. Saucier 234 Farnham Road South Windsor, CT 06074 60 Louise E. Ferreira 201 Farnham Road South Windsor, CT 06074 THIS PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH AND101OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURA TE FIELD SURVEY MAY DISCLOSE. IT CONFORMS TO THE CLASS IV REQUIREMENTS OF THE "CODE OF RECOMMENDED PRACTICE FOR STANDARDS OF ACCURACY OF MAPS" OF THE CONNECTICUT TECHNICAL COUNCIL, INC. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY COI?RECT AS NOTED HEREON. �,o9nA�4i T No. 8048 REV. 3-1-06 CHANGE SHEET COUNT REV. 11-18-05 STREET NAME REV. 11-9-05 SUBMITTED FOR FILING, NO CHANGE THIS SHEET Key Map Victory E state 41—Unit Condominium Housing Development Scantic Road East Windsor, Connecticut Map 39 Blk 34 Lot 61,62&62B Zone: A-1 OwnerlAppliccn t Victory Outreach Ministries, Inc. 329 Scantic Road East Windsor, CT 06U88 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers 1 SHOHAM ROAD ' EAST WINDSOR. CONVECTICUT 06088 (860) 623- •0569 FAX: (860) 6,'.3-2485 BY SCALE I DATE I SHEET JCHEC- ED NO. LF 1 "=400' 9-9-05 2 of 20 JRR 1 2004-094 N38°03' 16"E 70.00' IRON PIN FOUND (TYh. S29048' 00"E 129.63' E N/F, Gary & ,W L Susan Levasseur lz� o ^ S 500„, 258.63—� r Parcel A Area=40±Acres _ na �;; PROPOSED LOT LINEI ' S60°53' 46' I /^ 708.60'� N/F o � 61. 8,g,� EXISTING LOT LINE oi N56009' 11 "E / Walker Geoffrey ' EXISTING LOT LINE J Parcel B N/F Area= 526, 559 Sq. Ft. ° . Parcel To Be Conveyed From ��,� N61 27 39 W Gregory S. & Kathy A. Bilodeau 0r 12.09 Acres 355.07 To And Combined With 4 L3 TOTAL° Victory Outreach Ministries FOR�1�RLY f/ S6o 01'54"E ti'' �'CH,1NC - ROAD KPRIUA7�� ..-----..._.�j r...�(_....____. 1 N60 SO' 0 W N60° 111 16" W 40. 9 114.58' i N/F % \ 404.66 213.91 ' 265 82, E. WIND SF S. WINDS Hara Dell Lovett N56°09' 11 "E N/F NIF 27.86' ` N F N/F Arthur & Ellen Andre N/F` Robin & Erma Sias Lovett Michael &Tina Rebecca Schanck Fauteux Schanck �8 Aol GRAPHIC SCALE 200 0 100 200 4-00 ( IN FEET ) 1 inch = 200 ft. I82 51 8' 34" W Rose & Marie 50� Mulka N43036' 11 "E N89°34'26"E 159.66' 112.28' TOTAL S49°48'39"E -- 102.63' W-S�6°47'24-f S70036' 09"E nt � 15.65, 164 75' V. so 0 I o N/F Edmund N/F' / LaFlamme dmund, 40, TOTAL 260� ° 11 p5' ti'c, ' a 72°02' 57 844 12 , M o a �s °N � g N/F �� 4�1 Gerald & Marie \ Saucier �Y EXISTING LOT LINENIF ®$4�S / \ 0 ,,� 1� \ William & Cora c5*1. o WETLANDS w Conley Ga '1 PROPERTY LINE=1,850±' \� _ ALONG CENTERLINE OF \ ���`SCANTIC RIVER WETLANDS o? � • �, " 9 k� � NO2°20' 18"E � l S^° Q 3�' 122. 00, l 1 C o N/F Carlos & Manuela CD Cristovao 0 N/F 00 James & Anne Doran N/F 60±' Carlos & Manuela Cristovao LINE TABLE L1=N56009' 11 "E 80.00' L2=N60001'54"W 112.00' L3=N56009' 11 "E 16.00' L4=N60001'54"W 200.00' 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 based on a Dependent Resurvey and a Original Survey conforming 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. REFERENCE MAPS: 1. Property Survey For Victory Outreach Ministries, Inc. In The Towns Of East Windsor Ind South Windsor, Conn. Dated December 2002 By Petersen & Hoffman, Land Surveyors; 2. Plot Plan Property Of 341 Scantic Road, L.L.S. East Windsor, Conn. Dated June, 1990 Revised Dec. 1994 By Petersen & Hoffman; 3. Plan Of Land East Windsor -South Windsor Town Line Scale 1==400' Dated December ?0, 1966 LJ aauJ..avaa a,. yaa.�.r va..a v.aa. 4. Trombley Road Interceptor Dated 1977 By Buck & Buck DEED REFERENCES: 1. Quit Claim Deed From The United States Of America To Faith Tabernacle Church, Inc. Volume 122 Page 848 Of The Town Of East Windsor Land Records (EWLR); 2. Quit Claim Deed From 341 Scantic Road, LLC To Victory Outreach Ministries Volume 1994 Page 41 EWLR; 3. Cetificate Of Name Change From Faith Tabernacle Church, Inc To Victory Outreach Ministries, Inc. Volume 201 Page 499 EWLR; 4. Warranty Deed From Deborah L. Amato To Gregory S. & Kathleen Bilodeau Volume 210 Page 194 EWLR NOTES: 1. Portion of Parcel B lies in a Flood Hazard Zone - Community Panel East Windsor 090027 0002 B Effective Date April 3, 1978; 2. Portion of Parcel B lies in Inland Wetlands as delineated by Michael Gragnolati, Soil Scientist; 3. Bearings are approximate magnetic North; 4. Vertical Datum =CGS (NGVD29 Map Reference #2) 5. Parcels lies in East Windsor's A-1 Zone; 6. Reconfigured parcels will contain land in East Windsor and South Windsor as noted '':)elow: arcel Area -East Windsor Area -South Windsor Area Tout A 599,688 S.F. OR 13.77 Acres ------- 26±Acres----------- 40±Acres B 484,911 S.F. OR 11.13 Acres 41,648S.F. OR 0.96 Acres 526,559 s.f. OR 1.2.09 Acres TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 0�$: NS REV 3-1-06 CHANGE SHEET COUNT REV 11-18- 05 STREET NAME REV. 11-9-05 SUBMITTED FOR RUNG, NO CHANGE THIS SHEET REV. 9-29-05 ADDRESS STAFF COMMENTS: COMBINE FRONT LOT W ) H PARCEL B Boundary Reconfigurat:i.on Plan Victory Estates, 41--Unit Condominium Housing Development Scantic Road East Windsor, Connecticut Map 39 Blk 34 Lot 61,62&62B Zone: A--1 Owner/Applican t Victory Outreach Ministries, Inc. 329 Scantic Road East Windsor, CT 06088 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers BY SCALE I DATE RS 1 1 "=200' 9-9-0 1 SHOHAM ROAD EAST WINDSOR, CONVECTICUT 06088 (860) 623-•0569 FAX: (860) 6,23-2485 SHEET CHECKED NO. 5 3 OF 20 1 JRR 1 2004-094 3 0 0 0 N L U O 0 U rn O It 0 0 N v 0 0 co 9R 1 0 i l l I l 1 1 GRAPHIC SCALE *ftft Iftft 50 100 200 400 ( IN FEET ) 1 inch = 100 ft. Aanl SEE 40—SCALE DRAWING SHEET 10 OF 20 /: _ _ _ _ t \ \ \ \ \\\ It , • \\ 'oi'w P z•CG 9941 Pith �'�\ "_F..71 If it ' I t` \\ \` �1 \ \\ 1\ i 1` 11 l I I 1' t 1 ` '1 , 1 t 1 1 t \'\ I \ \ \ 1 \ \ \ / / I t 1 , , I I t\ 1 I I 1 \\ '• �r� I \ \ \ I I \ 1 , � � / , '1: ; • , I I I II I ' \ I\ 1 I ` ' I \\ / / � `� _ � e�` ♦ ,t'/ ; I \ 1 / ' `\ 1 1 ,r � I I I i I , , ; ; \ 1 I i I I ,\ \ /' �`\ � ,' 1 I r// i I t ,/ t tIt 0*1 000 -ftft . . / REV 4-17-06 ELIMINATE BIOFILTER, ADD STORMWATER MANAGEMENT BASIN & RELOCATE OUTFALL REV 3-1-06 CHANGE SHEET COUNT REV 12-16-05 UTILITY CHANGES REV. 11-18-05 NO CHANGES THIS SHEET REV. 11-9-05 SWITCH REC. AREAS, ADD DRAINAGE AT ENTRANCE REV 9-29-05 REMOVE NOTES Overall Site Topographic Plan Victory Estates 41—Unit Condominium Housing Development Scantic Road East Windsor, Connecticut Map 39 Blk 34 Lot 61,62&62B Zone: A-1 Owner/Applicant Victory Outreach Ministries, Inc. 329 Scantic Road East Windsor, CT 06088 J.R. RUSSO & ASSOCIATES ti Land 'p' Surveyors & Professional Engineers 0, i , E- TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS Y 9 MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. APR 17 2006 ,`>`0 ..... r �� `��t'' 00�FgA�,. •°,� '" f ;ft �a. �,, •: s♦ ��� °°y 0 r �,� Fe® Y��� 1 SHOHAM ROAD 6Outh Wlrr'd'sor d ©•'"•rs>• :°•�T� •", c+'*�<;'''� „t�4�, o• s y, IICUT 06088 INLAND WETLANDS AGENCY'ef EAST WINDSOR. CONNEC, QCONSERVATIONCOM11SS10N (860) 623-0569 ra $o L=_:r : n� ' FAX: (860) 623-2485 No. ona R�,�•♦�♦� ?,.eh•t°s t ':•' °'' BY SCALE DATE SHEET CHECKED NO. u,n A,.• • .tad y :;:., af� •.•;.:?•:,taro — — °" RS AS NOTED 9-9-05 4 OF 20 JRR 2004-094 0 GRAPHIC SCALE ( IN FEET ) 1 inch = 100 ft, 400 1 i 1 1 l 1 1 1 \ ♦ y�\\ SEE 40-SCALLE DRAWING ,'t\\\\ :`�\';;: ' SHEET 10 OF 20 \` \`�`====- 7N. \\ \ 11 N. N. 117o l u.,rn e 122 Page t " 848 \ I I ' 1 '\ \ `\ `\ '\ ♦ N `. \ NN / ..► \ l ! / ! \ \ \ N. \ \ IF \\ \ It IF IF1 1 \\ \ • _ 1 i , ' - . , 1 r! I t , f ' 1 I \ � I I \ \ \ � I \ \ ! \ \ I I I I ` + 1 1 I 1 \\ � ` / \ / I ` \ � 1 \ \ \\ � � r: ! I ' 1 ! f 1 I \ 1 + � I 1 { \ \ Ct? \ u b2'tj` t � ` / ! •. ` / 1 � i \ `�\ . �.. . \ . ` . i. ' 1 � Q ` � 1 1 � j / 1 ` � ' � 1 f 1 1 ff I I \ 1 I + I \\ \ `� ^\' 1 / + / 1 \ / f • I 1 I I 1 t 1 � + ' \\ �% �` ter„` 1 `'\ / r I; � , f i F I .\ ` � ` 1 / / ✓ \ I I % / / 1 / / 7 ! 1 { I 1 , I I I I 1 I \ � \ \ ` � � l , ♦ ♦ ' 1 1 i ! f 1 I t ` / /NN���Q�,�,hj�'� z f � \ \ �•"'' '••.,' / J, t ! ` f , / s ) / / ! �• / I \ N. n! ' ! t ! !I / !! ! ' ) /r1,/ / 1 1 / 1 I , \ !. l` !12 rto rro rpe rP, rbt ! 1 I ! 1 ' ' ! ! �. -•-a , zIF a r \ ••\ \� — — '� '• /' ' f tr `! !/ ' I ' 1 ` 7 �' it 50/ r I I + \\ \\\ N. t 'i { �'• `L / �, �,�'"--'' ,,'/ �// // �! / ! r �1 \\ N. . ` A r ` `•�. �`.. 5 laMac°D� W w... � �-•�� .. ` — /, ! ! ! r ( , 1 ! � 1 ' 1 1 1 r j / � ♦' \ r , r! {1 ,/ � \I � , / / / / � I 11 ! / / \ IF �� • '� 17Y.0 . — ,_ � �••`•.. •. , r/ , i , f j I : t r i s r t r / / ! I , / �.(l ~`se ` s'e a i ii / / `s t \\ \� •� `\ ! i / / r ` + I t / i' ��/,' I� 1 //// ///' /// ! f AFWAW — ream. soK IN Y. — __. `•, ^•1 `� , �• �,' ��I � / / / ,' I + I \ 1 i � 1 1 I / t / \\ � I 1 ' �/// / ri�roi �� \_�' ` s_J •� �-u.. .,,� -- ' � ' / I r � 1 1 l 1 1 1 \ 1 t / 1 / , ! � / 1 1 � I ,• • � ,� / // 1 �_— �,---� i11 r! 1 1 ! i' / 1 ! / . \ I � ! i \ `� ♦ � � � Jd rN. , � �,c r•' 1 f ! I\ \ \\ \\ 20 / J. 44 25L. v 11 IF i ,. /' I 1 r / / ! I \ 1 ' t t I f / / + II + _�✓��// / / �' ,�� j'/ (%i Q, �I / I IF ; /IF IF ' 1/ ► i i i i '1 ' .') .' 1 i ' i ��, %� gii r �,. 1 jp it AA t Al-V / 1 IF \\ \ ♦ � I l t REV. 5-5-06 CHANGE POND VOL., ADD DROP MH REV 5-3-06 ADD SPILLWAYS REV 4-17-06 ELIMINATE BIOFIL TER, ADD STORMWA TER MANAGEMENT BASIN & RELOCATE OUTFALL REV 3-1-06 CHANGE SHEET COUNT REV 12-16-05 UTILITY CHANGES REV 11-18-05 NO CHANGES THIS SHEET REV. 11-9-05 SWITCH REC. AREAS, ADD DRAINAGE AT ENTRANCE REV 9-29-05 REMOVE NOTES TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 048 EXIST, TREES TO BE REMOVED OW A� SPRUCE TREES \( / / sNEr 997 0 DA 15' OAK � REMOVE HOUSE, � DRIVEWAY, AND 15, 8L 12' FLAGPOLE 0 !3 OAK 15 / / 2' OAK OAK 15, OAK , 3 REMOVE TREE G 998 ' .._.. - � Ewsr. �D/RT DRIVE E.VST. YVN WATER �.......— HOUSE 70? RELOCATE SNET POLE #998 4, MPL AS DIRECTED CUSTODIAN BY UTILITY a UNDERGROUND EXIST. BIT. DRIVEWAY MPL o�✓DPW M TO BE REMOVED OAK % REMOVE SNET POLE REMOVE 102LF #4649 AS DIRECTED BY EXISTING FENCE UTIUTY CUSTODIAN REMOVE ENCROACHING P24- INE GCS DUILDSNG STRUCTURE 7 _ 4649 _ L_JEXIST EDGE PVMT. TYP i p �" 860 SNET i 1 Cf j i 1 ` ii 101 RY et^ rh 12' 15, CHRY 10' 12' CHRY PROP. TREE LINE 12' PINE EXIST. BIT. PAVEMENT TO BE REMOVED 12' OAK EXIST. TREES TO BE REMOVED 15, OAK OAK y Schanck Road (Private) EXIST. TREES TO BE REMOVED 4 EXIST. BIT. PAVEMENT TO BE REMOVED EXIST. FENCE TO BE. REMOVED EXIST. BUILDING TO BE REMOVED / — — SNET GUY / 4148 IWRE EXIST, DIRT RnAn TO BE REMOVED TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTAN77ALLY CORRECT AS NOTED HEREON. �pe�n►in�:111+t�,nnn p° c0 NJIV R. . �QN A �f'• gip' N0. 08043 • 4e,. • N l/R i1 JS 3.^'��'r•' 4!F'� _ems �/7 A LEGEND o EXISTING UTILITY HANDHOLE -0- EXISTING UTILITY POLE -0- PROPOSED UTILITY POLE EXISTING LIGHT POLE �k PROPOSED LIGHT POLE < EXISTING BUILDING LIGHT PROPOSED BUILDING LIGHT i/ EXISTING OVERHEAD ELECTRIC — —E — — EXISTING UNDERGROUND ELECTRIC E PROPOSED UNDERGROUND ELECTRIC c EXISTING WATER GATE EXISTING HYDRANT PROPOSED HYDRANT — —w— — EXISTING WATER LINE W PROPOSED WATER LINE EXISTING GAS GATE ------....... G ....... - - EXISTING GAS LINE G PROPOSED GAS LINE ❑ EXISTING CATCH BASIN ® PROPOSED CATCH BASIN e EXISTING DRAINAGE MANHOLE G PROPOSED DRAINAGE MANHOLE EXISTING STORM SEWER PROPOSED STORM SEWER O EXISTING SANITARY MANHOLE O PROPOSED SANITARY MANHOLE EXISTING SANITARY SEWER nnnnnc1r-ram c1 a nn'r n nv cIrurr-n C'r%Vl'VJGU JHIVI [MI -CI JGVVr_M —�— EXISTING SIGN '-4— PROPOSED SIGN • EXISTING IRON PIN (FOUND) O PROPOSED IRON PIN (TO BE SET) o EXISTING MONUMENT (FOUND) ■ PROPOSED MONUMENT (TO BE SE r) EXISTING SPOT GRADE 135.5 PROPOSED SPOT GRADE EXISTING CONTOUR (FIELD VERIFIED T-2) EXIS TIIVG CON TOUR (DIGI TILED, 1—J) UR PROPOSED CONTOUR EXISTING TREELINE PROPOSED TREELINE ^ ^— LIMIT OF WETLANDS ----- PROPERTY LINE EASEMENT LINE BUILDING LINE -- — — — STAKED HAYBALES OR SILT FENCE' REV 3-1-06 CHANGE SHEET COUNT REV 12-16-05 NO CHANGE THIS SHEET REV. 11-18-05 STREET NAME REV. 11-9-05 REMOVE ADDITIONAL TREE REV. 9-29-05 REMOVE ADD177ONAL STRUCTURES IN SCHANCK RCAD AND FRONT PARCEL Demolition Plc,.n Victory Estates 41—Unit Condominium Housing Development Scantic Road East Windsor, Conne(.ticut Map 39 Blk 34 Lot 61,62&62B Zone: A-1 Owner/Applicant Victory Outreach Ministries, Inc. 329 Scantic Road East Windsor, CT 06088 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers 1 SHOHAIA ROAD ' EAST WINDSOR, COANECTICUT 06088 (860) 62 3-0569 FAX: (860) 623-2485 BY SCALE DATE SHEET CFECKED NO. DPS 1 "=60' 9-9-05 5 OF 20 1 JRR 1 2004-094 Sbecial Development District Zoning Data Block [s "STOP" SIGN 12" WIDE PAINTED STOP BAR SNET 997 PROJECT IDENTIFICATION SIGN TO BE APPROVED BY TOWN STAFF PRIOR TO INSTALLATION 25 �andsca e Buffer victory La _ - ne .Q) _ - 'AN WATER METER STREET LIGHT 3.5' FROM GUTTER 12" WIDE PAINTED / (TYP. OF 9) STOP BAR 25' Landscape Buffer "STOP" SIGN --- -- LIMIT OF COMPUTED _ 7 RECREATION AREA (TYP.) OF SPRUCE TREES 25' Landscape Buffer �I D L 15" c ^ g AK <\ (OBE m 41 \'Doll- y5 OA 15" 12" AK OAK M 24„ 79 T1 PINE , Formerly Schanck Road to be renamed Victory Lane (Private) SNET 2880 GRAPHIC SCALE 20 40 6o ( IN FEET ) 1 inch = 40 ft. 160 (prZvate� SANITARY PUMP STATION UTILITY AREA 2„ MPL 18" ' Q OAK / GARDEN/STTTIN RECREATION ARI 9,510f S.F. 30 0/ / I X SCHOOL BUS PICK-UP AREA 24' WIDE CONC. HANDICAP F AMP J SECONDARY EGRESS I 12" WIDE }'HINTED STOP BAR 6' WIDE PAINTED i CROSSWALK l .I U 50_ ' Building Setback I ---- 15 VICTORY LANE FF=85.5 GAR.=84.0 BSMT_-77.1 N N NO DECK, SUNROOM OR OTHER STRUCTURE PERMITTED BEYOND 50' - SETBACK LINE (BRICK / PATIO AT GRADE ONLY) / 25' Landscape Buffer _H 50' Building Setback O I I I I 1 23 i VICTORY VICTORY LANE �- ----- LANE FF=98.0 17 FF=96.5 GAR.=96.5 , GAR.=95.0 BSMT.=89.5 16 f VICTORY LANE 44'f BSMT.=88.0 20'� FF=90.0 - - GAR.=88.5 _ BSMT.=81.5 17 f ice" _1 _ 25' Building Setback Victory Lane (Private) 16'f r 14 16 VICTORY LANE12 ICTORY LANE rf VICTORY FF=86.0FF=90.0 LANE GAR.=84.5GAR.=88.5 FF=84.5 BSMT.=77.5BSMT.=81.5 GAR.=83.0 BSMT.=76.0 I I L__J I L__J 4' WIDE BRICK PAVER WALKWAY AROUND GAZEBO SITTING AREA 4' WIDE CONC. WALK I I I I I 78 76 74 VICTORY LANE VICTORY LANE VICTORY LANE FF=80.0 FF=79.5 FF=80.0 GAR. =78.5 GAR.=78.0 GAR.=78.5 BSMT.=71.5 16,± BSMT.=71.0 BSMT.=71.5 " P" SIGN - - 16'f416' _�9SNET - SNET - �82 iI 2881 1 CONC. HANDICAP RAMP a 6'frFF.=92.. 18 TORY ANE GAR.=91.0 BSMT.=84.0 t I `r--1 1 I 16'tLBST=86.5 � 20 VICTORY LANE FF=95.0 GAR.=93.5 M L__J r--� r--, I I I i r` Set ack w w z 22 VICTORY LANE FF=98.0 GAR. =96.0 BSMT.=89.5 I I L__J 72 68 VICTORY LANE 70 VICTORY LANE FF=80.0 VICTORY LANE FF=80.0 GAR.=78.5 FF=80.0 GAR.=78.5 BSMT.=71.5 GAR.=78.0 BSMT.=71.5 116'±1 BSMT.=71.5 16't __J �-- _.I 25' L ndscape Buffer/Bui ding S 16'fr-- w V) WCTO FF z GAR. _ BSM U F Q I � L__J FF= GAR. ormerly Schanck .Road to be renamed Victory Lane (Private) o SNET 7UAnCCONC. WALK Underlying Zone: A-1 Proposed Lot Area: 12.09 Ac. Developable Area: 11.89 Ac. Maximum Allowable Density: 11.89 Ac. x 4 = 48 Units Proposed Density: 41 Units (3.4units/ac.) Required Open Space*: 12.09 x 0.55 = 6.6 ac. Provided Open Space*: 7.7 ac. Required Recreation Space: 12.09x43,560x 0.03 = 15,799 s.f. Provide Recreation Space**: Garden/Sitting Area: 9,510 s.f. Tot Lot: 8,055 s.f. Total Recreation Area: 17,565 s.f. *Open Space includes lawns, landscape areas, woods, walkways, decks, patios, gazebos, and other passive recreation areas. **Recreation Space includes active use areas as well as surrounding landscape areas up to the minimum setback limits from structures and property lines. NOTES: 1. WASTE DISPOSAL SHALL BE PROVIDED BY CURBSIDE PICK-UP 2. MAIL SERVICE SHALL BE PROVIDED BY INDIVIDUAL CURBSIDE MAILBOXES. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. .00���stttttttstyo,;;,a3 R. •�t� •. rL'y i: �• :�.: �.� U013 �� o.08048 i![Ik REV! 3-1-06 CHANGE SHEET COUNT REV 12-16-05 MOVE GAZEBO, ADD PUMP STATION UTILITY AREA REV. 11-18-05 STREET NAMES & ADDRESSES REV 11-9-05 SWTCH REC. AREAS, ADD BUS STOPS REV 9-29-05 MOVE ACCESS DRIVE, LABEL LANDSCAPE BUFFERS, REC. AREA SETBACKS, ADD CROSSWALK TO TOT LOT, STEET LIGHTS, REVISE DATA .3LOCK Layout Plan Victory Estates 41-Unit Condominium Housing Development Scantic Road East Windsor, Connecticut Map 39 Bik 34 Lot 61,62&62B 2'one: A-1 Owner/Applicon t Victory Outreach Ministries, Inc. 329 Scantic Road East Windsor, CT 06088 J.R. RUSSO & ASSOCIATES 4 Land Surveyors & Professional Engineers r Y f1 SHOHAM ROAD EAST WINDSOR, CONNECTICUT 06088 (860) 623-0569 FAX: (860) 623-24 85 BY SCALE DATE SHEET CHECKED NO. DPS 1 "=40' 9-9-05 6 OF 20 JRR 2004-094 Special Development District Zoning Data Block N r W W _ V) W w V) Ld z �J U H Q GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. II 25' Landscape Buffer 50' Building Setback r---� r--_1 1 / ' 25 v ' �,. 29 I 31 ` 33 I 35 ' 37 _n _. ~ 39_-1 ! 1 VICTORY �� ..r .�.. , ..,- v1111v/Cr LH1YG VICTORY LANE VICTORY LANE VICTORY LANE FF=102.5 �nnrnov 1 AA " I��" LP11YL _ "'fuKY LANE ___j r _j 7 7 , L LANE VICTORY LANE FF=102.0 FF=102.5 FF=103.0 GAR. =101.0 FF=100.5 FF-99 p 41 FF=99.5 FF=100.5 GAR.=99.0 GAR.=100.5 BSMT.=93.5 GAR.=101.0 GAR.=101.5 BSMT.=94.0 , 16 f GAR.=99.0 BSMT.=92.0 GAR, =970 BSMT.�905 YjCTp,QY i GAR.=98.0 BSMT.=91.0 BSMT.=92.D 16 t BSMT.=94.0 , BSMT.=94.5 16� f 16'f ZA/V s s 16f• 16 _ _ J 33, R L-- L-- 31'f --J --J __, BSMT` 80 L-- 25' Bui ding Setback \ 4' WIDE CONC. WALK wNl Victory Lane (Private) 16'fr-- 31't r - - 16'fr-- 16'i --�16'f 26 30 32 VICTORY 4 �LANEC TOR Y 28 VICTORY LANE A1NE Y LANE =100.5 VICTORY LANE FF=102.5 03.0 GAR.='01.5 99.0 GAR. =99. D FF=101.5 GAR.=101.0 BSMT. .94.5 =975 BSMT.=92.0 GAR.=100.0 BSMT.=94.0 =90.5 BSMT.=93.0 I i 1 r--� r--, I I I 6 64 TORY LANE FwCFF=81. 62 VICTORY LANE 60 VICTORY LANE FF=81.5 Y LANE 60.5 0 GAR.=78.5 FF=81.0 GAR.=79.0 BSMT.=72.5 GAR. =76.5 16•t BSMT.=72.5 16'f BSMT.=73.0 =7.0 _J L-- 25' Landscape uffer/B Ming Setbac 25' Building Setback --, 20't 1__ .16'f 36 34 VICTORY VICTORY LANE LANE FF=101.0 _ GAR. 101. 0 �GL��gS BSMT.=94.0 BSMT. 92.5 k 0 0 FF �g $� GPR v LIMIT OF COMPUTED RECREATION AREA (TYP.) -� k i 1 ' TOT LOT,,-' 58 56 RECREATION AREA VICTORY LANE VICTORY LANE 25 8,05� S.F. 2.5 AR. 80.0 GAR. 881.0 MIN. BSMT.=735 16,t BSMT.=74.0 5oop ..yyam� L 6'y--T L 1 T 71 nj / 01� / i \ dr'f / i SCHOOL BUS / PICK-UP AREA •�.A Formerly Schanck Road to be ranamed // 4' HIGH PVC COATED "' Victor Lane /Priv at �� CHAIN LINK FENCE WITH y t 4' WIDE ACCESS GATE TO 77::::::: ENCLOSED TOT LOT AREA SNET-....41jJ7 Z -- SNET GUY / - 4148 WIRE / Z" 0� �o 160 Underlying Zone: A-1 Proposed Lot Area: 12.09 Ac. Developable Area: 11.89 Ac. Maximum Allowable Density: 11.89 Ac. x 4 = 48 Units A 1 TT_;-i-_ 10 A,,,..;+._/__ 11V�JV Gt11JG11w711.y. `tl U1111I `J.`t1i111V�/G11:.) Required Open Space: 12.09 x 0.55 = 6.6 ac. Provided Open Space*: 7.7 ac. Required Recreation Space: 12.09x43,560x 0.03 = 15,799 s.f. Provide Recreation Space**: Garden/Sitting Area: 9,510 s.f. Tot Lot: 8,055 s.f. Total Recreation Area: 17,565 s.f. *Open Space includes lawns, landscape areas, woods, walkways, decks, patios, gazebos, and other passive recreation areas. **Recreation Space includes active use areas as well as surrounding landscape areas up to the minimum setback limits from structures and property lines. NOTES: 1. WASTE DISPOSAL SHALL BE PROVIDED BY CURBSIDE PICK-UF 2. MAIL SERVICE SHALL BE PROVIDED BY INDIVIDUAL CURBSIDE MAILBOXES. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. s0�4ii:3�:�69�GSA0l9DS9p! R*�e�0 ...0o,, .,, 1 ,^y� :A O • 1a.00048 REV 3-1-06 CHANGE SHEET COUNT REV 12-16-05 ADJUST RECREA77ON AREA COMPUTATION REV 11-18-05 STREET NAMES & ADDRESSES REV 11-9-05 SWITCH REC. AREAS, ADD BUS STOPS REV 9-29-05 MOVE ACCESS DRIVE, LABEL LANDSCAPE BUFFERS, RE(: AREA SE78ACKS, ADD CROSSWALK TO TOT LOT, STEET LIGHTS, REVISE L ATA BLOCK Layout Plan 1 Victory Estates 41-Unit Condominium Housing Development Scantic Road East Windsor, Connecti(;ut Map 39 Bik 34 Lot 61,62&62B Zone: A-1 OwnerlApplican t Victory Outreach Miniseries, Inc. 329 Scantic Road East Windsor, CT 06088 J.R. RUSSO & ASSOCIATES Land Surveyors & Professioncl Engineers BY SCALE DATE DPS 1 1"=40' 1 9-9-0 1 SHOHAM ROAD EAST WINDSOR, CONNE yTICUT 06088 (860) 623-Q569 FAX: (860) 623 -2485 SHEET CHECKED NO. 5 7 OF 20 1 JF'.R 1 2004-094 n . 71� 110, 71,2 10� \ YD#9 TF=88.0 ` FL=84.0 (e S) ` FL=83.0 (12X E 10 fi46100 \ x 102 '�• 98 ` rE ,6 " CHL 'AT VALMOPEM ` � ` 9T'=93.0 __.;-._.-•= y� , NO'DECK, tVNROOM'�OR :Su LIED` Y f[:=��.0 (6 S} S11RUC`R1RE FL=8.5 (12" EW) MULTIPLE FOOTING GRAIN a2., X TF=81.5 " `, FL=78.6 `(ft S} ., �RMITTEID BEYOND 50 CONNECTIONS TO YARD " SETBACK LINE (BRICK DRAINS MAY BE COMBINED X FL=78.1 (1 �» E) PATIO\ AT' GRADE ONLY) INTO A SINGLE 6 ROW OF SPR CE L �77.6 08 W) ;gz4LF 12M C CONNECTION (TYP.) ,.. 15" CPEP-LS 96 \ 94.5 TF=80.0 G \ "(e S) FL=78.2 �2 Fp FD ` FD (18 E&W) FL=77.0 193LF 12" CPEP-S S=2.54X \ \ �2� y5' CB#2 D �! " 11OLF + �Q�.Q \ d r '� FD �� ` -- 86- `` �• WL�TQRY FL=90.9 D7GTORY LANE 15 CPEP-S $ CB#3 N LANE,�1-=98.0 i SNET S=3.27X 1 °l° TF=82.6 - -�� SP 15 `. '! \ . FF=96.5 ' . GAR.=96�a J '� i�• 17 BSMT.=89.5 - �' Q FL=78.9 �LANEY VICTORY LA4+IE B�Mj =88.0,- ,' �SMH#1B FP85.5 FF=90.0 GAR.=88.5 o _ � TF=81.5 BL 15" GAR. =84.0 - - �' p ' 2-8" CyAT VALVES FL=74.0 E � K �d �.� �� �� BSMT.=77.0 BSMT.=81.5 - \ � , N 20 �o/J OPEN LEFT " 59LF g �G� P���o h #1 B 20LF SMH#2 v, 5 `CPEP S - - ' 8 PVC SDR35 to Sp �F��,$ �5h TF= .7 ' `, 15 CP - 88 3 =92.0 ,9s CB#58 CB#5 S=3.39X " GPy�c' FL=76 5 £ S=1.0X -83.9 o} TF=81.3 TF=79.6 oA a. 82 94 IV " 0) V ctor nL P to e FL=77.15 15 IN N & W FL=75.9 P' CB#5C SMH#1 D 18" OUT S FL=75.65 oAK4 � W W 2�FLF 8 VC 5►D 35 3. X �,/ TF 81 5 TF=82.1 12 ` 20LF 82 i ' `FL=78.1 OAK 0 N 0) 15" CPEP-S _ FL=75.0 _ .. _ _CB S=0.5X �' i" 1$7LF £ CB £ , _ {`. =94� �' 15" CPEP-S 20LF - - - - .. - " 71 LF - w SMR TC __- - ,' " _ S=0.51 X 18" CPEP-S # � 8 P SD 3 FL=79.1 r - - 8 k8 rAP SLEEVE, 8 S=1.OX TF=80.5 N S=3. % - - w TAP VALVE OPEN LEFT � � � 184LF 8" VC - FL=72.0 � � - - - 18 20 22 �' �� s¢o•� $? SDI-s�1,o9 - - - - - _ - _ _ - - _ _ _ = E _ _ _ 14 16 ~ �VICT6k�Y - VICTORY CTORY LAN ` �VICTO w - ,�; - - _ - VICTORY LANE LANE LANE FF 98.0 FFZ p CQ �� _ �` 12 VICTORY LANE FF 92.5 FF=95.0 ••GAR.=96.0 GAR. -J Q a"82 vc - - -_. �✓ $0 VICTORY - .FF=86.0 FF=90.0 = CB#5D F Q 80 LANE GAR:=84.5 GAR.=138.5 GAR.=91.0 GAR.=93.5 BSfiT. �89.5 BSM U i � � a�' FF=84.5 BSMT. = 77 5 - - -BSM-T1.5 BSMT. =84.0 BSMT.=86.5 F- TF=81.5 �' 82 0,�,� 121 LF CB#5A \ FL=78.2 " TF=79.6 GAR.=83.0 _ _ _ . C 15 CPEP ,S - _ 1 �t%`�''----_.._._ •-�� ^ 8 =BSMT.=76.0 ' i i .- t_ _ g �cv 2 SMH 1E \ - - WATER # S=0.50X FL=76.1 66Lf� 1 - - METER TF=81.9 82 18" CPEP J '" - L 1F 6 0 4 - _ J \ FL=74.0 S=01 �;:::: TP #1 �� 4,52LF 88 l RELOCATED SNET POLE 6 SAN. LATERAL / ,� 18 CP - �� FL=73.5 (6""I'V&S) 7=9L_ HOUSE #343 WATER. SERVICE TO G ` � #998 AS DIRECTED BY STUB, CAPPED 8"Y,6*1 ANCf(OR M, 6" cA7� ! 2„ � � � � =0 % FL=72.75 (15" 116LF 15" CP P-S S �6-- -- BE ABANDONDED AT TWE MAIN UTILITY CUSTODIAN S 2.OX (TYP.) VALVE OPEN LEF7' (HYDRANT °�E o 76.7 ,y1PL II 25LF 76.6 76.6 �\ 124LF 15" CPEP-S S=0.5% <o PRIOR TO DEMOLITION. C.W.C. UNDERGROUND SUPPLIED BY C.W.C.) / Cn �+ 18 EP-S rO WITNESS - C.W.C. RECORDS �' °� �� PETROLEUM ! 18" CB#6 S=1.2 i - - i i - - - �` \ - Sp SP SHOW AS HOUSE #341 PIPELINE / OA M Sp SP �G ! g Ki'F=80.3 � sP SP �•„ 68 /!< 7J 1 E FL=75.5 X U 78 76 74 VICTORY LANE 72 70 VICTORY CANT - -8 l4CZ J 18" IN & OUT W Q VICTORY LANE VICTORY I,AN€-• _ WCTORY LANE FF=80.0 VICTORY LANE FF=80.0 T a� U FF=80.0 7 - - FF=79.5 FF=80.0 GAR.=78.5 FF=80.0 GAR. GAR. J J \ FL=75.25 > �' " GAR.=7.B5 - " GAR.=78.0 GA'R:=78_5_ BSMT.=71.5 GAR.=78.0 BSMT.=71.5 BSM (L - -BS67T.=71.5 BSMT.=71.0 BSMT.=71.5• " BSMT =71.5 PUMP STATION AREA .� 78 11 (SEE DETAILS) oD ` sP �0 / �� TF=80.0 FL=74.3 �$, _ - - SAN. LAT. »g o� FL IN=67.9 5LF SAN. LAT. 6 D.I. MAINTAIN EXISTING HIGH POINT - r FL 6 _ - - °� AND REGRADE ROAD TO DRAIN IN _ _ _ _ _ 8" CP P-S _ _ _ _ 78 EN . ASE- �& - BOT. ELEV.=63.0 BOTH DIRECTIONS ! �$ 3 =1.8X v, CRO SING v, J 24' \ �. / S T PINE �� - _---_•_�-__.-_..__ - - 3ooLF s" PVC 35 S .4X 2cto Lane P 'ivate FM FM F FM FM FM FFM FM , 78.5 ` " ; W W W W W W W W ! • F aoXg FM 81X0 1x 780.7 =�• W W Vic t orV Lane `(Private} SOx` f - SNET o Q � _ SNET �. �...� -- // - - -- - - - -- - - 265 --F-- .... SNET 82 i YD#5 20LF SNET 1 2881 TF=76.0 15" CPEP-S zaao \ " 2-8" 45�BENDS SMH#6 I (6 N&S) FL=72.9 56LF " S=1.OX I 1 8 PVC SDR35 I TF=76.9 j FL=74.0 '� S=0.471 FL=68.5 1 CB#9 (15" E:&W) FL=72.15 TF=7 6.3 479LF a DUCTILE IRON FORCE ! CB#10 TF=76.5 SMH#1 24" CPEP S FL=72.75 / MAIN (SIZE TO BE VERIFIED BY �� TF=76.5 " TF=78.0 F(.=73.0 �-=73.7 (4 �J) S=0.51 X SMH#7 8" PVC PUMP STATION DESIGNER) FL=68.16 85LF I FL=72.75 (15 S) TF=77.3 CB#7 S=0.4X SDR35 j �=72.0 (24" E) TF Ci6 3 Ft=69.7 YD#4 RECLAIM OR REMOVE EXISTING TF-7s.o PAVEMENT AND RECONSTRUCT i TF=78.0 I (15" S) FL=72.5 (6" N&S) FL_72.25 ROADWAY TO 24 FL=74.0 WIDTH % < � 20LF (24" E&W) FL=70.9 (15" W) FL-71.50 i 15" CPEP--S (18" E) FL=71.25 I S=1.OX { STORMWATER MAINTENANCE SCHEDULE: TEST PIT DATA 1. INSPECT ALL ON -SITE CATCH BASIN SUMPS, BIOFILTER, SWALES, AND DRAINAGE OUTLETS Observed by J.R. Russo & Associates 5/9/05 AFTER EACH RAINFALL OF 1/2" OR GREATER. 2. REMOVE SEDIMENT FROM STRUCTURES AND SWALES WHEN SEDIMENT IS WITHIN 12" OF TP# INLET OR OUTLET PIPE OR TOP OF BAFFLE, OR TOP OF BANK. 0 - 20" Topsoil, Sandy GRAPHIC SCALE 3. REMOVE FLOATABLES FROM STRUCTURES WHEN DEPTH EXCEEDS 1". 20"- 40" G, tinge Loamy Sand 4. REMOVE SEDIMENT MDRAINAGE OUTLETS CIFICATIONSP�CE RIPRAP AS 40"- 70" Dark Brown Reduced Medium Sand 40 0 20 ao eo ,so REQUIRED TOMAINTAIN COMPLIANCE WITH DESIGN SPECIFICATIONS. 5. ALL MATERIAL REMOVED SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH STATE Possible Mottling @ 40" AND LOCAL REGULATIONS. Water Seepage @ 58" ( IN FEET } 6. ALL MAINTENANCE AND REPAIR SHALL BE PERFORMED IN ACCORDANCE WITH THE No Ledge 1 inch = 40 ft. CONNECTICUT DEP GUIDELINES FOR EROSION AND SEDIMENT CONTROL, LATEST REVISION TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTAN77ALLY CORRECT AS N07ED HEREON. di a�idyty.S2, lio cif s ' i;04$ r za,9 LEGEND a EXISTING UTILITY HANDHOLE -0- EXISTING UTILITY POLE -�- PROPOSED UTILITY POLE EXISTING LIGHT POLE PROPOSED LIGHT POLE EXISTING BUILDING LIGHT PROPOSED BUILDING LIGHT i/ EXISTING OVERHEAD ELECTRIC - - -L - -- - EXISTING UNDERGROUND ELECTRIC E PROPOSED UNDERGROUND ELECTRIC c EXISTING WATER GATE EXISTING HYDRANT PROPOSED HYDRANT - - -�%'- - - EXISTING WATER LINE W PROPOSED WATER LINE e EXISTING GAS GATE •... •-•-• ..... ••.. ...... --• EXISTING GAS LINE G PROPOSED GAS LINE ❑ EXISTING CATCH BASIN W PROPOSED CATCH BASIN 8 EXISTING DRAINAGE MANHOLE G� PROPOSED DRAINAGE MANHOLE EXISTING STORM SEWER PROPOSED STORM SEWER O EXISTING SANITARY MANHOLE 0 PROPOSED SANITARY MANHOLE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER -Q- EXISTING SIGN -a- PROPOSED SIGN • EXISTING IRON PIN (FOUND) O PROPOSED IRON PIN (TO BE SET) o EXISTING MONUMENT (FOUND) ■ PROPOSED MONUMENT (TO BE SET) 135.Y5 EXISTING SPOT GRADE 135.5 PROPOSED SPOT GRADE ----136---- EXISTING CONTOUR (FIELD VERIFIED T-2) ----136---- EXISTING CONTOUR (DIGITIZED, T-D) ---OX --- PROPOSED CONTOUR EXISTING TREELINE PROPOSED TREELINE ^ LIMIT OF WETLANDS --- PROPERTY LINE - EASEMENT LINE BUILDING LINE - -r - - - - STAKED HAYBALES OR SILT FENCE Notes: 1. Portion of the parcel is located in a flood hazard zone, Panel No. 090036 0002 D, revised February 23, 2001. 100-Year ' )ase flood elevation=32 ft. 2. Portion of the parcel is located in inland wetlands as mapped by Michael Gragnolati, Soil Scientist, 3. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping su:')plied by the respective utility companies or governmental agencies, from parole testimony and from other sources. These locations crust be considered as approximate in nature. Additionally, other such features may exist on the site, the existence of which are unknown to J.R. Russo & Associates. The size, location and existence of all such features must be field determin(:d and verified by the appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455. 3. Topography obtained by combination of field survey (T-2 accuracy) and digized from other mapping (T-D accuracy), see legend for clarification. 4. Where suitable soils are present, connect each roof downspout to a drywell as shown on the detail sheet. REV 3-1-06 CHANGE SHEET COUNT, MOVE E&S CONTROLS TO SHEET 16, ADD SAN. LAT. CHIMNEYS & ENCASEMENT, REVISE DRAINAGE, ADD FOOT DRIINS, CWC NOTES REV 12-16-05 ADD PUMP STATION U77LITY AREA, REVISE U77LI77ES REV 11-18-05 STREET ADDRESSES REV 11-9-05 ADD C85B-D PER TOWN ENGINEER, SWITCH REC. SPACE AREAS REV 9-29-05 MOVE ACCESS DRIVE, ADD177ONAL E&S MEASURES, STOCKPILE AREAS, ADD C Site Plan Victory Estates 41-Unit Condominium Housing Development Scantic Road East Windsor, Connecticu Map 39 Bik 34 Lot 61,62&62B ;Zone: A-1 Owner/Applican t Victory Outreach Ministries, Inc. 329 Scantic Road East Windsor, CT 06088 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional E igineers 1 SHOHAM ROAD - EAST WINDSOR, CONNECTIGUT 06088 (860) 623-0569 FAX: (860) 623-2 485 BY SCALE DATE SHEET CHECKED NO. DPS 1 "=40' 9-9-05 8 OF 20 1 JRR 1 2004-094 I— w w 07 w w 0 w z J U I- Q 40 20 8"w6" ANCROR I£E, 6" QATE Vl1LV� O Pr -IV Ltrl crcr JumilivI SUPPLIED BY C.W.C.) KtINr VKtitMtN 1 MA I k 1 KM) ANIJ rLAN 1 WI I n LVW-MAIN 1 MANlit WILDFLOWER SEED MIX STORMWATER MAINTENANCE SCHEDULE: 1. INSPECT ALL ON —SITE CATCH BASIN SUMPS, SWALES, DRAINAGE OUTLETS AND STORMWATER MANAGEMENT POND AFTER EACH RAINFALL OF 1/2" OR GREATER. 2. REMOVE SEDIMENT FROM STRUCTURES, SWALES, AND FOREBAYS WHEN SEDIMENT IS WITHIN 12" OF INLET OR OUTLET PIPE OR TOP OF BANK. GRAPHIC SCALE 3. REMOVE FLOATABLES FROM STRUCTURES WHEN DEPTH EXCEEDS 1". 4. REMOVE SEDIMENT AND DEBRIS FROM DRAINAGE OUTLETS AND REPLACE RIPRAP AS 40 so 160 REQUIRED TO MAINTAIN COMPLIANCE WITH DESIGN SPECIFICATIONS. 5. ALL MATERIAL REMOVED SHALL BE DISPOSED OF OFF —SITE IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. ( IN FEET) 6. ALL MAINTENANCE AND REPAIR SHALL BE PERFORMED IN ACCORDANCE WITH THE CONNECTICUT DEP GUIDELINES FOR EROSION AND SEDIMENT CONTROL, LATEST REVISION. 1 inch = 40 ft. LEGEND TEST PIT DATA ® EXISTING UTILITY HANDHOLE Observed by J.R. Russo & Associates 5/9/05 0- EXISTING UTILITY POLE -�- PROPOSED UTILITY POLE TP 2 EXISTING LIGHT POLE 0 - 25" Topsoil, Loamy Fine Sand PROPOSED LIGHT POLE 25" - 60" Brown Coarse Sand EXISTING BUILDING LIGHT 60" - 70" Red Siltv Clav, Damp PROPOSED BUILDING LIGHT ' EXISTING OVERHEAD ELECTRIC Restrictive Layer © 60" - `- -E- — - EXISTING UNDERGROUND ELECTRIC No Mottling E PROPOSED UNDERGROUND ELECTRIC No Water Seepage o EXISTING WATER GATE No Ledge EXISTING HYDRANT PROPOSED HYDRANT EXISTING WATER LINE w PROPOSED WATER LINE a EXISTING GAS GATE - — - - — - EXISTING GAS LINE G PROPOSED GAS LINE ❑ EXISTING CATCH BASIN 0 PROPOSED CATCH BASIN e EXISTING DRAINAGE MANHOLE G PROPOSED DRAINAGE MANHOLE EXISTING STORM SEWER PROPOSED STORM SEWER O EXISTING SANITARY MANHOLE O PROPOSED SANITARY MANHOLE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER -� EXISTING SIGN �- PROPOSED SIGN • EXISTING IRON PIN (FOUND) O PROPOSED IRON PIN (TO BE SET) o EXISTING MONUMENT (FOUND) ■ PROPOSED MONUMENT (TO BE SET;, /J5.yZ5 EXISTING SPOT GRADE 135.5 PROPOSED SPOT GRADE EXISTING CONTOUR (FIELD VERIFIED T-2) ---r3s---- EXISTING CONTOUR (DIGITIZED, T-D) 136 PROPOSED CONTOUR Y Y Y Y Y Y Y\ EXI.7 I IIVt� I NLLLINt PROPOSED TREELINE ^ LIMIT OF WETLANDS --- PROPERTY LINE — EASEMENT LINE BUILDING LINE - — — — — - STAKED HAYBALES OR SILT FENCE O - Notes: w 1. Portion of the parcel is located in a flood hazard zone, Panel No. z 090036 0002 D, revised February 23, 2001. 100-Year base flood elevation=32 ft. w wo V) '0 .. 4.1-- _4 4.11 . t t.. a ..t a F.. i-V11.1V11 V1 1.11G parcel is 1Vl:Ql.Gu 111 1111Q11U wGViQil"Zi a: lllappGU Vy Michael Gragnolati, Soil Scientist. w z 3. Underground utility, structure and facility locations noted hereon = have been compiled, in part, from record mapping supplied by the Q respective utility companies or governmental agencies from parole testimony and from other sources. These locations r.iust be considered as approximate in nature. Additionally, other such features may exist on the site, the existence of whicA are unknown to j.R. Russo ac Associates. Vile size, location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction. Call BF fore You Dig 1-800-922-4455. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTAN77ALLY CORRECT AS NOTED HEREON. r : A 4L4i�f `iri'ei EY%�fi� a ....,y : CT lre l� (�'f'M�� ✓ f(�� w91IC •���A R. .7J.�•,��:�y✓ y..t��'V v',•�'� ll• ,[7 •'•s ,%J9,�J.✓ co ,'. No. °.. tu C No. 8043 3. Topography obtained by combination of field survey (T-2 accuracy) and digized from other mapping (T-D accuracy), see legend for clarification. 4. Where suitable soils are present, connect each roof downspout to a drywell as shown on the detail sheet. 5. All dewatering wastewaters shall be pumped to the d(:signated temporary sediment traps or pump settling basins shown on the plans. 6. Stormwater system shall be installed and stable prior to receiving any water. REV. 6-23-06 ADD NOTE #6 REV 4-17-06 ELIMINATE BIOFILTER, ADD WET BASIN AND RELOCATE DRAINAGE OU7FALL REV. 3-1-06 CHANGE SHEET COUNT, MOVE E&S CONTROLS TO SHEET 16, ADD SAN. LATERAL CHIMNEYS, REVISE DRAIANGE, ADD FOOT DRAINS, RAISE UAIT #62 ELEV., CWC NOTES REV 12-16-05 NO CHANGE THIS SHEET REV 11-18-05 STREET ADDRESSES REV 11-9-05 ADD SEWER & WATER LATERALS, SWITCH REC. SPACE ARi:AS REV. 9-29-05 ADDITIONAL E&S MEASURES, MODIFY NOTE #4 Site Plan yi rtPry F.qtg tP..q 41—Unit Condominium Housing Development Scantic Road East Windsor, Connecticut Map 39 Blk 34 Lot 61,62&62B Zone: A-1 Owner/Applicant Victory Outreach Ministries, Inc. 399 Rnnntin Rnnd I r v w v v• • �• v •♦ V I M East Windsor, CT 06088 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOR, CONNEC'1CUT 06088 (860) 623-0539 FAX: (860) 623 2485 BY SCALE DATE SHEET CHECKED I NO. DPS 1'#=401 9-9-05 9 OF 20 JRF 2004-094 3 .a v rn 0 �t 0 0 N U 0 0 U rn 0 0 0 N 0 0 N U il LEGEND a EXISTING UTILITY HANDHOLE -0EXISTING UTILITY POLE I I I + PROPOSED UTILITY POLE EXISTING LIGHT POLE PROPOSED LIGHT POLE EXISTING OPO ED BIUIDI LD NG GHT PRLIGHT EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND ELECTRIC E PROPOSED UNDERGROUND ELECTRIC EXISTING WATER GATE EXISTING HYDRANT I PROPOSED HYDRANT EXISTING WATER LINE W PROPOSED WATER LINE EXISTING GAS GATE 201 S.F. WETLANDS DIST11JRBANCE , I , I r f 1' G PROPOSED ED GAS LINENE SILT FENCE LOCATION S ALL BE STAKED OUT +� � ' ' ' ' ' ' I 1 (� - / / I BY THE SURVEYOR TO I SURE LIMITS OF ❑ EXISTING CATCH BASIN DISTURBANCE ARE MAIN AINED AS SHOWN PROPOSED CATCH BASIN e EXISTING DRAINAGE MANHOLE PROPOSED DRAINAGE MANHOLE EXISTING STORM SEWER ,' PROPOSED STORM SEWER ;i O EXISTING SANITARY MANHOLE O - _ PROPOSED SANITARY MANHOLE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER 372, S.F. WETLANDS �ISTUABANCE ; ' '� / /' ; / ; EXISTING SIGN ! i r SILT FENCE LOCATION \SHALT.. BE',STAKEGS OUT ,' / I ; -�- PROPOSED SIGN BY THEE SURVEYOR TO INSURE LIMITS OF --__, // �� I i' O EXISTING IRON PIN (FOUND) DISTURBANCE ARE MAINTAINED AS SHOWN , . 1 , , , / f I , , PROPOSED IRON PIN (TO BE SET) GSF r ry , / El EXISTING MONUMENT FOUND / r. WATER '\` . - r s r r �� �,,' // �,' �,� �� $TLE�CANTR01� PROPOSED MONUMENT (TO E SET) + 60,, nA jf 1 ,` / r �WETLANQS '' ;r l ,` ' ; �� • \ ;, 1 ♦ GSF ,,.-' / �,' �.' ,' ]F=30.01 1 ; t 5?x? EXISTING SPOT GRADE /! ` ,' ♦� �` ♦ i % / / '' '' ,'' / �(IN)-13J65 - - - PROPOSED SPOT GRADE \ Eq / FL=20.0 OU EXISTING CONTOUR (FIELD VERIFIED T-2) 188LF I / / STOAWATER FL=20.0 I(OUT) , -136- - - - ` 30" CPEP-S / 12�'t R°°dl �6, , / f , �36 EXISTING CONTOUR (DIGITIZED, T-D) / t ♦ , �� ,tyI�CNAGEMNT BASIN, I ter{— PROPOSED CONTOUR s pir BOT. ELEV. = 22.00 , r / S=3.8396 ♦ ' ----/4 / ,' i 190LF ' i ,' EXISTING TREELINE rc/ , 6" gCP PROPOSED TREELINE r 255LF / ' / LIMIT OF WETLANDS TEMPORARY/ f' i " / ;"_ r �3'O - DMH#5' ''' �i / 5=2,'1290.' -- PROPERTY LINE 30 CPEP rS W9 / , WATER BAR' / ,' w.l S=6.9496 / ` TF=43.3 i i / i — EASEMENT LINE TYR,. OF rn#3 i' , , ' / ' I FL=38.3' i �c ' ' ' i / /' BUILDING LINE Al , / , , , / / �• ! I , ,' - ; / ,' - - -- - - - STAKED HAYBALES OR SILT FENCE GSF _ , ' .• ` LF a No a W0 ME '� ' ` _ _ W8 `• ` ' ' / 30? RCP i'�'� — r i r � _ �''� ' �' w \ ' s" ' // GSF S=3.50% / / r ,' ,_- _ , , '• ,, // ' , ,, / ,. ,'' /� Notes: V) I , % N 1. Portion of the parcel is located in a flood hazard zone, Panel No. LLJLLI\ \ ' r r - r .,. �. r ; A3 / i ,��' ,, / ,'' ,' ,'' ,' /','' ,' - 090036 0002 D, revised February 23, 2001. 100-Year base flood + \ ` , % ,� A �' , O P / .' ' ' , ,' ,' ,' , / ,' elevation=32 ft. W WB ` \ I W ,� A� / Z `, ` ' A'6 ` 'I l �\ ' / ,' I ` \ 8 ,' / / / , ,' 2. Portion of the parcel is located in inland wetlands as mapped by _ \, ` ► ; Y' S F ' / ' ' r i ` i /' / ' ' ; + 'f' o• /' /' ,' ,' ' - - Michael Gragnolati, Soil Scientist. ly O ' / ' ` \ ` ' / ' b ' 9'�F ' ' / ' ' - ` � 3. Underground utility, structure and facility locations noted hereon Q A8 i , ��WE7`�ANDS ' r + + / / / , , �q ,' ,'' ,' �' Y� 3' , , f ' r ' \ ; ; / l ,' ` ' / 'f'E` / / have been compiled, in part, from record mapping supplied by the ,` NEW 15' WIDE GRAVEL DMH ' r , , ' • q \ I , / , , / 1 ,' , , , , , , _/ respective utility companies or governmental agencies, from parole i I I TF=50.5 , , ' / ' / / <�— testimony and from other sources. These locations must be \ , ACCESS ROAb / _ , I I - / AIR Y DMH + I ' ' I , 45.5 i + ` / 'L / / / / / / / G W considered as approximate in nature. Additionally,other such TF=68.2 \ ' 1 ' I I �\ rI 1 i i ' i �+ ` \ `� ` \, • ' ��. t` '' ' �` / Np 0 the existence of which are , , , � � � \ r I I \ � 1 � / � , ti� �, / / �/ �, �/ , , STA ARS T features may exist on the site, Fry 1 1 / \ \ G O / PE / unknown to J.R. Russo & Associates. The size, location and ' f L=63.2 \ I I , ; • I I / , \ I 1 ' i , . 'S / r0 / / , / AP EEP ' ` I ` \ Ol " ' �'2'�p existence of all such features must be field determined and 1 30 RC FLARED , . ., �. , / ,/ / / , , . / \ / / , \, / _ verified by the appropriate authorities prior to construction. Call END SECTION a�' / / ' ,' ,'' - , , ; , ' / 1 _ _ _ - - - - - Before You Dig 1-800-922-4455. 3. Topography obtained by combination of field survey (T-2 accuracy) P!, ,' and digized from other mapping (T-D accuracy), see legend for �, i / � � � ♦ / ,• , is - •: • i. _ F� clarification. 'ER RAP INTERMEDIATEXTEND SPLASH PAD ' / 0'o O IP' ` . , , ♦ +► \ ( I` � r ' ,' _ � � / � ?f \ ' 4. Where suitable soils are present, connect each roof downspout to a 4*4 AIN,♦ ,� -��.,�,� drywell as shown on the detail sheet. 5 MIN. INTO FOREBAY , a • ( p BOTTOM 1 / .j ^� V S F If PROP. TREELINE - - - / ♦ '� ♦ ♦ . -',,` ,' _ 1 PREFORMED SCOUR HOLE 15'W x 181 I 1 / r / / , \ 1 , \ , i , , I , / , // ♦ II , j //'. , INTERMEDIATE RIPRAP S`EDI'MENT/ FOREBAY \ 1 . - / • her 'Y1) �— — ""I //1BOT.,'ELEV.=23.0 36" RC FLARED -06 ELIMINATE B/OFILTER ADD WET BASIN AND RELOCATE DRAINAGE OUTFALL END SECTION FL=18.0 REV. J-1-06 CHANGE SHEET COUNT, MOVE E&S CONTROLS TO SHEET 16 , � / , / , REV. 12-16-05 NO CHANGE THIS SHEET n OO-Y,EAR FLQCSD � I // , , , / / / REV. 11-18-05 NO CHANGES THIS SHEET ' ELEV 32 0 / REV. 11-9-05 CHANGE DMH#J TO 5' DIA. PER DETAIL REV. 9-29-05 UPDATE E&S LEGEND, NOTE #4 Site Plan Victory Estates 676 S.1; WETLANDS DISTURBANCE /' 'Sly-f FENCE LOCATION SHALL BE STAKED OUT � / '' ''''j 41—Unit Condominium Housing Developme BY THE %KVEYOR TO INSURE LIMITS OF I \ Scantic Road ,flISTU .BAK(CE ARE MAINTAINED AS SHOWN / .'/ East Windsor, Connecticut / Map 39 Blk 34 Lot 61f 62&62B Zone: .� '/ �� ��',' ,' / / 1 / / , ' / / \ I / ' 1 I , I ; ' / .-- •' /{ /,' ,' OwnerlApplicant Victory Outreach Ministries, 1 329 Scantilc Road GRAPHIC SCALE 4' ° z° 160 ( IN FEET ) 1 inch = 40 ft. ,0 hp STORMWATER MAINTENANCE SCHEDULE: DATA EROSION dt SEDIMENT CONTROL PLAN KEY �l �-•� TEST PIT 4-i�-os Observed b J.R. Russo &Associates 5 9 05 � ��� � 1. INSPECT ALL ON -SITE CATCH BASIN SUMPS, BIOFILTER, SWALES, AND DRAINAGE OUTLETS y / / PS PERMANENT SEEDING AFTER EACH RAINFALL OF 1/2" OR GREATER. TP#3 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 2. REMOVE SEDIMENT FROM STRUCTURES AND SWALES WHEN SEDIMENT IS WITHIN 12" OF INLET OR OUTLET PIPE OR TOP OF BAFFLE, OR TOP OF BANK. 0 - 18" Brown Topsoil TS TEMPORARY SEEDING MAP /S 5416STAN77ALLY CORRECT AS NOTED HEREON. 3. REMOVE FLOATABLES FROM STRUCTURES WHEN DEPTH EXCEEDS 1 - 18 24 Topsoil/FSL Transition ,4• Y 4. REMOVE SEDIMENT AND DEBRIS FROM DRAINAGE OUTLETS AND REPLACE RIPRAP AS 24 - 48 Light Brown Fine Sandy Loam, Wet GSF GEOTEXTILE SILT FENCE N�dA�,.�`aa rt.'n a.?�, von 1�1O REQUIRED TO MAINTAIN COMPLIANCE WITH DESIGN SPECIFICATIONS. 48 - 60 Brown Silty Loam OP OUTLET PROTECTION a c� o •� rL;��,•�,� ,:, s •• �'a ta,.:� : s . 5. ALL MATERIAL REMOVED SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH STATE 60 - 70 Red Silty Hardpan�� �0. AND LOCAL REGULATIONS. WB WATER BAR • /y. 8048 6. ALL MAINTENANCE AND REPAIR SHALL BE PERFORMED IN ACCORDANCE WITH THE Mottling @ 22 -26 ., �• o.08048 CONNEC11CUT DEP GUIDELINES FOR EROSION AND SEDIMENT CONTROL, LATEST REVISION Seepage @ 40" ''�e - '• ,'�^ � `?- ;4� No Ledge LEGEND \ !a EXISTING UTILITY HANDHOLE EXISTING UTILITY POLE PROPOSED UTILITY POLE EXISTING LIGHT POLE PROPOSED LIGHT POLE ; \ ', +t ; ; 1 EXISTING BUILDING LIGHT WET BASIN PLANTINb NOTES. i , i ► , , , I , + PROPOSED BUILDING LIGHT i + i ', ' i ` + i i l ' i ' , ' i ! I ' + i i ' i %% tXIS TINE UVtKHtAU tLtC T KIC 1. Plant basin bottom and sides to elev. 29 f �„� B ' + ► ' 1 ' i , , \ ` ` • , 1 ` 1 ' ` \ , , EXISTING UNDERGROUND ELECTRIC with Wetlands Seed Mix from Blackledge + r , + + , } , ; ' E PROPOSED UNDERGROUND ELECTRIC I River Nursery 860.295.1022) or equal. j' r , , 1 1 , , I , ; + o EXISTING WATER GATE t i r , I + + + , PSB ,� 1 , , , I , ; i EXISTING HYDRANT 1 2. Plant basin sides above elev. 29 f with �iIIIN. 20Q TO WETLANbS ; ; ; i ; ; ; PROPOSED HYDRANT r ✓ �'` , / I ' ' ' I ` r � / , . � , / I : ► groupings (4-5) of Winterberry (ilex � I � I � EXISTING WATER LINE , / \ ` 1 + / ,� I verticillata) 3/0' bare root stock and Silky ' r I + + 1 1 \ ; ; + w PROPOSED WATER LINE ; ' ; ' ' ' ' ' t ' + ; EXISTING GAS GATE Dogwood (corpus amorrum) 3/0 bare root r i ► I 1 I \ , ' , , EXISTING GAS LINE (�� ' � O ' / ' Space plantings within groups, 3 on ! , r , t I ' A, I I / , stock. .' ' , '1 PKOPUSEU GAS LINL center. Space groupings 10 t apart. / / 1 i ' r , I + / , r r I , , ; ; I , I , I I ; 1� ❑ EXISTING CATCH BASIN l7 PROPOSED CATCH BASIN PUMP ,SETTLINGr BASit%i (PSG) , , , 1 e EXISTING DRAINAGE MANHOLE _--- 0----_ PROPOSED DRAINAGE MANHOLE , RING WITH hj'ALBAkES Ftr�R ABANDON , �' / ' t I r + EXISTING STORM SEWER DISC ARGE OF DEWjs►iERIAIG � t , EXISTING PVC r , ,WAStEWATER /DURING i I r r PROPOSED STORM SEWER CULVERT ', ; CONSTRUCTION. I ' /' ,' � � ,' i O EXISTING SANITARY MANHOLE 0 PROPOSED SANITARY MANHOLE EXISTING SANITARY SEWER PROPOSED SANITARY SEWER ; 201 S.F. WETLA bS DI TURBANCE ; / ; / --8- EXISTING SIGN / + I SILT FENCE LO,,0ATION HALL BE STAKED OUT / r / ' on•unr,ir ♦MrA nee ouoanurrVffL% w ^IITn►,n'. , / r . r I 1 -o- PR(1POSFU SIC;N nrrmvvr- AREA vr',r nRnVM1 1,IG o 1 Vv 11111YV BY THE SURVEYOR TO INSURE LIMITS i , ' U ,'�/ O PROPOSED IRON PIN(FOUND) BE SET) 12"f ABOVE GROUND LEVEL `AND PRAYING ' , - r 676� S.F., WETL�INDS DI�TURBANgE IEXISTING l I WITH !, r j, DISTURBANCE ARE MAI TAINED AS SH WN `I SILT FENCE CATION SHALL BE STAKED OUT r WI+ ROUND -UP, OR �EQAUL ( Wt t + I ! ' `� I rv' ' ± --BY SURVP_YOR O INSURt LIMITS 1OF I o EXISTING MONUMENT (FOUND) ' ' rr WATER ` f f I �' r GSF '�'� ' i -- DISTU ANCE,'ARE .MAINTAINED AS SHOWN �/ i • PROPOSED MONUMENT (TO BE SET) ` '' ' ' I ' ' ' • *'" �' , ♦ + ' / r r 1 13��x EXISTING SPOT GRADE 80• ' l 1 ,' , , �. GSF' ;W£ ' r WETLANDS I r+ f' I t , ♦ , PROPOSED SPOT GRADE j£D ARO , !J 1' i ,, r ,' / , + r' i I `, ' ' ' / 15' 'iMDE Gj2AVEL ' rl I ' - - -13 65 - - - \ ,L , ♦ ♦ r / i , EXISTING CONTOUR (FIELD VERIFIED T-2) £A r I r ,' / / r / � \ r 188LF 12 � go `,� ♦ � � � � A►CCESS��tSRIVE ,' � I � ; , r-�-t EXISTING CONTOUR (DIGITIZED, T-D) 30 CPEP-S ♦ J)Irt R 6.� ' ♦ , �� , r I , 1 , ��o - PROPOSED CONTOUR ♦ 1st• . ` _ �, r , . / r , / / / i" S=3.8395 , , , , / r I ' , EXISTING TREELINE ' ` `s r' ~�� ' ♦ ; I ,' ; PROPOSED TREELINE OUTLET CfriNTROL STRUC�'R1RE I ' / i' , x , / TYPE II�OUBLE CL C)3 l ,' r LIMIT OF WETLANDS TEMPORARY // `r t /255LF �� 1 ``.,� „ �g0 DMH#S � / ,' ' ,' PROPERTY LINE TF=28. ' l 30 CPEP ,S ' W9 = 6._ ' WEIR ALET EL=27 0 � / - EASEMENT LINE WATER BAR/ / ;' ,' w.� J' � i , , - " ' I ,1 ' '' TF=43.3 ; � ,' ♦ / , i / /' � /' ,' S=6.949b ♦ , ' 30",'FL OUT=17.5 ' / BUILDING LINE TT. OF#3 f I +y FL=38.3 1 �c r �` ,VS "!' / �' ,' ♦ r Al `, ♦ s' ' ' o ♦ /� f' / ,' /' - - -� - - STAKED HAYBALES OR SILT FENCE ,., ...... •� w 1 `I �� 2000= "Iro ♦,,;, ,,,, SPI 'WAY WTLi� ' 00 ,iW + I , ,' / • I,f 1, i1 t� jj�n. n,ri9fiii / " rn , ' � a,� a �.. ..` ` ' � ; ♦ 30 CPEP-S STORIV�WATEI�� /� ' �` '' ` V.=29.Q W r i ; r r , ` // ' �,�. FL=39.5 ,' S=1.00X ' t• , rr /,, �i l , i --'-' / Notes: \ GSA'♦ MANAGEMENT BASIN X + J / N �, BOT. ELEV. / / it / d , , , / __ 1. Portion of the parcel is located in a flood hazard zone, Panel No. Iw \ , '.. NONE A3 ,•' ; 1 p�' /' ' ,' ~' 090036 0002 D, revised February 23, 2001. 100-Year base flood in ,�1,., .. / - r 1 , I ,� / A O,R DISTURBED / elevation--32 ft. w , / A r' 1 � , -' o' ,' i ,' / ILS WITH MODIFIED \ I ♦ A,? ♦ or / z ' WB ` . / ' RIBI=2AP 12" THICK- _ 2. Portion of the parcel is located in inland wetlands as mapped by + ` A6 ` �' ' `��' ' ' ' ' ' - - Soil Scientist. \ � , I 10/ WIDE t�UA � / `�`i ,' DMHf6 BENCH, L.=25.5 ' i �'�q` /' /' ABRIC 'r ` j� F / l I + ' i �Fc ON MIRAFI 50OX Michael Gragnolati, ~¢ ' \ o ' , , / ' ` ` `ti / a ,,o/ '1'0 / �.' - - 3. Underground utility, structure and facility locations noted hereon t , , r WE&ANDS , 1 r t' , / / ' ' �' (s , , ''9.p ' / r0 p' part f :2 k\ 1 , / FL IN=36.3 'y have been compiled, in from record mapping supplied by the �, , I ' ' , ', ' DMH ' ' 1 , , , 'L , ' ' ' ' respective utility companies or governmental agencies, from parole ' } -' `, ,NEW 15 WIDE GRAVEL r f '\ I FL OUT=27.3 , ____ .... 1- p Y P g g ' I 'j / + + TP=50.5 , + % ' / / A� testimony and from other sources. These locations must be ,` `, ', / ACCESS ROAb , / i 1 , ,� , DMH 3 + + ; ; I < < ,' ,' , I F i=45.5 i fir, +` `\ I �/ �, , ,y0 cy�' / �, ,' ,' ,' ,' ,' STANDING WATER considered as approximate in nature. Additionally, other such \ ' ' , { + 1 i I ' / + \ - ` - 'S`O `L APPEARS TO BE features may exist on the site, the existence of which are unknown TF-68'2 ' ' , , I , ` , , , 1 , j + ` \ ' �`1' ,' to J.R. Russo & Associates. The size, location and existence of all FL=63.2 1 1 1 I I 1 1 �o i I I ` I + ` , � ; ; , � I �► ,1 \ I 1' ,,��b ,r , �, b 8, Mo�Sle , / -, 2'iDEEP /.•• such features must be field determined and verified by the ° ' ' ' ' appropriate authorities prior to construction. Call Before You Di ' / ; -, \ 1 00922-4455. P g "60LF / l ,' i - 0 „ b / 1 1 `. ogle - r - I o O 4 Mo ' REMOVETopography Y Y( Y) 3Q RCP / / 2� o `L ^� �+ Ma17x , , ¢ 3. obtained b combination of field curve T-2 accuracy) S=� 50ifs , o / o / r , " and di ized from other mapping T-D accuracy), see legend for I 1 ► ; , + r / , r , , °o ° r r 8 Maples g PP g ( Y) g q o / clarification. / / d opo , o a 1 FL =15.4 " o I 17x8 30 RC FLARED r , % 1 187 Map1e� `\ , , > . •ri / air%' 15" Maple 4. Where suitable soils are present, connect each roof downspout to a END SECTION , , ' , ` P _ _' -27 0 ' / , , % 1 !e / / \ 1 x - - - - - drywell as shown on the detail sheet. �.% S ' 1 FL =14.6'---- + ° 18 5. All dewaterin wastewaters shall be pumped to the designated , � s , r g P P g OUTLET PROTECTION ,� ' 0 12 M !e - _ - . - 18 Hickory temporary sediment traps or pump settling basins shown on the " / / ' .' ' ; ' _� 0/ r' 59 N1 ss , r P r INT. RIPRAP 18 THICK �? '�a 0 2 cans. ON 6" GRAVEL BASE /' / ; // �♦ , I i qubl 12 M le , �-'' = =-=s- -• = 6. Stormwater system shall be installed and stable prior to receiving ; / I - any water. II % - / ; �, /�. �� ! / 3O00.MCP ' ' /' ,'� VEGETAED SWALE PROP. TREELINE - - - �, ♦ '1 , I I r r t + \ 1 I r , / I - - - > LINED WITH COCONUT I I , r , / , ' , 1 1 , , , ( , , r , I ' / / ; • _ S�6.563b / FIBER ECB (C1) I ; ;� ;' �, SEGO NELEVR=tBAY 23.0 r� -� / -' // ,.�''' I r - - ' ' TOP WIDTH=16' .00 ,' ; \ EM,EROENCY SP_ILLWA•Y�,' .''' BOT. -- / 6 BOTTOM, ,'3..1 Sj..OPES , ' �' � 'i}-1=0.6% REV. 6-23-06 ADD NOTE #6, W1DEN SPILLWAY / , r , / , , I ' ' ' , / , ,' I / , � / ,' , INT• +RIPRAAP,,_ 18 THtC / �' REV. 5-5-06 CHANGE POND VOL., ADD DROP MH, CHANGE OUTLET PIPE / ' r / I ! I I r I , r I, , / , 1 1 " SLOPE=0.596 INT.RIPR6fd ON ¢ 'GRAWt B �'� REV 5-3-06 ADD SPILLWAYS WET BASIN NOTES " 1 + / REV. 4-17-06 ELIMINATE B10FILTER ADD WET BASIN AND RELOCATE DRAINAGE OUTFALL SPILLWAY 18 TWi�CK I ► ' / PREFORMED SCOUR HOLE r " � , REV 3-1-06 CHANGE SHEET COUNT, MOVE E&S CONTROLS TO SHEET 16 � �' �' � ' ON 6 GR�L BASE � /� 3Q" RC'F�►j�ED REV 12-16-05 NO CHANGE THIS SHEET 00- ,AcR I:L D yy� cN{y�'Ci��%11 1 15 W x 181 x 1.5 D REV 11-18-05 NO CHANGES THIS SHEET , ELEV.TJ2.0 ,' �� ' / ," / INTERMEDIATE RIPRAP REV 11-9-05 CHANGE DMH,�3 TO 5' DIA. PER DETAIL , r i / r r /FL=1 .0 ! / , , �i I // / / REV. 9-29-05 UPDATE E&S LEGEND, N01F #4 � ' �� LINE POND WITH / ,/�,',�;�/ ! IMPERMEABLE NATIVE Site Plan ,'/ ,r , ,. ' � � SILT &CLAY • Victory Estates , , 41-Unit Condominium Housing Development r -' Scantic Road / ► I I 1 �; ; ' i / East Windsor, Connecticut 1 ; ; �; Map 39 Blk 34 Lot 61,62&62B Zone: A-1 Owner/Applicon t � rr �/! / Victory Outreach Ministries, Inc. ♦� � 329 Scantic Road EROSION & SEDIMENT CONTROL PLAN KEY East Windsor, CT 06088 STORMWATER MAINTENANCE SCHEDULE: TEST PIT DATA p$ PERMANENT SEEDING ..�. L_1�4-17-06 1. INSPECT ALL ON -SITE CATCH BASIN SUMPS, SWALES, DRAINAGE OUTLETS AND Observed by J.R. Russo & Associates 5/9/05 J.R. RUSSO & ASSOCIATES. STORMWATER MANAGEMENT POND AFTER EACH RAINFALL OF 1/2" OR GREATER. TS TEMPORARY SEEDING Land Surveyors & Professional Engineers 2. SWALES AND FOREBAYS WHEN SEDIMENT IS WITHIN TPJ3 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS �. REMOVE SEDIMENT FROM STRUCTURES, 0 - 18" Brown Topsoil GSF GEOTEXTILE SILT FENCE MAP IS SUBSTANTIALLY CORRECTTED HEREON. 12" OF INLET OR OUTLET PIPE OR TOP OF BANK. p =g.• 4`"' ` 18" - 24" Topsoil/FSL Transition°G��yl�t�C+'+i GRAPHIC SCALE 3. REMOVE FLOATABLES FROM STRUCTURES WHEN DEPTH EXCEEDS 1 . OUTLET PROTECTION Q;•• " • T. •�, a N t�.(i••° 1 SHOHAM ROAD 24 - 48 Li ht Brown Fine Sand Loam, Wet `` R. R '°•: G' •r �, •° 2 't `�� 4. REMOVE SEDIMENT AND DEBRIS FROM DRAINAGE OUTLETS AND REPLACE RIPRAP AS 9 Y .tv<`,c .•',e -" 40 o zo ao so Aso REQUIRED TO MAINTAIN COMPLIANCE WITH DESIGN SPECIFICATIONS. 48 - 60 Brown Silt Loam :; +`� :' �'� s •• ''`= �" `'� 0.. `- EAST WINDSOR CONNECTICUT 06088 y WATER BAR 4 rr : � ° : >� "- 5. ALL MATERIAL REMOVED SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH STATE 60 - 70 Red Silt Hardpan 860 623-0569 AND LOCAL REGULATIONS. PSB rll r °:, (•4s r ,y p PUMP SETILING BASIN -o : f ® a r t�.o• 0 4s • e ✓ N°' o FAX: (860) 623-2485 6. ALL MAINTENANCE AND REPAIR SHALL BE PERFORMED IN ACCORDANCE WITH THE Mottling 22 -26 ;'Q�. : ,�� d*d` '•/aE�y��,.: ( 1N FEET) CONNECTICUT DEP GUIDELINES FOR EROSION AND SEDIMENT CONTROL, LATEST REVISION. Seepage @ 40" H B o mt 1 inch = 40 ft. STAKED HAYBALES F' �' •..�'�.` ' �' a a �' ' • .��_=' BY SCALE DATE SHEET CHECKED N_0. No Ledge `,���'' It3N ,sp' DPS 1"=40' 9-9-05 10 OF 20 JRR 2004-094 SNET 997 o' CB#5B off! STA. 52+25.21, 12' L �! TF=80.0 & I FL=77.15 SMH#1D / STA. 50+74.77 0 ' TF=82.2 FL=75.0 "4 CB##5C h� STA. 50+28.95, 12' L a� TF=81.5 v FL=78.1 ,a i 3 (j S O� 5�A- J( � wA `W METE \ ri / 20LF 15 CPEP-S L \� S=1.0% CB#5D UNDERGROU STA. 50+28.95, 12' R G� PETROLEUM PIPELINE-78 3 w- 100 98 96 94 92 90 88 86 84 82 80 78 76 74 72 DATUM ELEV DATUM LN Ix 11 / 2OLF 15" t IN ........ w N Cn 00 N 10.-:000 . 00111% Q II II Cn�: - 1� U > ON m m Lo i CB#5 STA. 53+46.70, 121E 15" TF=79.6 oAk 15" IN N FL=76.55 18" IN E & OUT W FL=76.3 187LF 15" CPEP-S 201-F 18" CPEP-S S=0.51 % S S=1.0% __ _......... .. 53+00 k, 121 LF 15" CPEP-S n, S=0.50% c9 -` 143LF 8" PVC SDR35 S=0.7% 184LF 8" PVC SDR35 SMH#1 E S=1.09% STA. 52+19.90 TF=81.9 CB#6 ; FL=74.0 STA. 53+46.70, 12'R TF=79.6 / 7 FL=76.1 w- �1 H POINT ELEV =, 82.56_ POINT STA = 51+35.71 PVI STA 81 +50 PVI ELEV = 83.41 A.D. =' -3.50 K = 57.14 . I i � -------200.0000' VC .................... 15" CPEP TYPE S S= 43LF 8" PVC SDR 35 w N r N to . 00 n II II Cn�: 1�_ p) 00..... ........... C14. --co `N t¢- cllo n v w w 121I F 15" DBL 15" g OAK 0 sP 15" 4- 12" OAK OAK SMH##1 C v' STA. 54+03.38 \ TF=80.6 FL=72.0 W / M / 12 VICTORY LANE FF=84.5 GAR. =83.0 PC 11+57.61 BSMT.=76.0 u L `--� r 78 SIX 1N-W - ! LVW 1-wir4i r.Lr v = 0u.0 LOW POINT STA = 53+46.' PVI STA 53+41.38 PVi ELEV = 79.59 A.D. -- 3.62 ....... ........ --K = 27.66- i ------- -- ------------- ------- ------- ---- 100.0000" VC 00 00: M . tT N00 M M w + N ; o + o_� 00 �a 'tn C I ii W v cp + M 10 _ v a FQ' 4I � co w m.................:....... . m �n.�..........w TYPE S 184LF 8" PVC SDR 35 :r� STA. 53+46.70, 301E STA. 53+46.70, 121E TF=79.6 TF=79.6-Y- ...... .... .... ..... FL=76.55 15*.IN N FL=76.5 (18") FL=76.3 18" IN E & OUT W E "��� d OO� O � 00 00 co 00 Co 00 Co 00 CO OD 00 00 co Co 1 18" CPEP S=1.0%--r-- STA. 50+28.95, 12'R TF=81.5 ;1 1- - ;- - 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 �a in :GJ NOTES: 1. Provide 4" perforated footing drains with gravity outlet at min. 0.5% to drainage system, or provide sump pump with discharge to grade. 2. CPEP-S shall be corrugate polyethylene pipe with smooth interior. 3. RCP shall be reinforced concrete pipe. 4. DI shall be ductile iron pipe, Class 52. 5. PVC shall be polyvinyl chloride pipe, SDR 35. 6. Water, gas and electric utilities shall be determined by the individual utility providers. Location shown are conceptual only. 7. All curb type "C" catch basin tops shall be pre -cast for 4" "Cape -cod" Style curbline. 8. All sanitary laterals shall be 6" PVC SDR 35 ® S=2.0% minimum, unless otherwise noted. 9. All sanitary mains and laterals with less than 5' of cover shall be 6" DIP. 10. All sanitary mains and laterals with less than 3' of cover shall be insu .ated. 11. All utility crossings with less than 12" of clearance shall be encased in concrete. LEGEND: --o- UTILITY POLE c WATER GA TE ® GAS GA TE o PROP. CA TCHBASIN ® PROP. STORM MANHOLE O EXISTING MANHOLE ❑ EXISTING CATCH BASIN -II- SIGN -¢ HYDRANT - - w- - EXIST. WATER LINE - G - PROP. GAS LINE - W - PROP. WA TER LINE -FD- PROP. FOOTING DRAIN - S - PROP. SANITARY SEWER EXISTING SANITARY SEWER PROP. STORM SEWER EXISTING STORM SEWER PROP. FIRE HYDRANT c PROP. LIGHT REV. 3-1-06 CHANGE SHEET COUNT REV 12-16-05 SANITARY SEWER ADDED REV. 11-18-05 STREET ADDRESSES REV 11-9-05 ADD CB58-D PER TOWN ENGINEER REV 9-29-05 NEW ACCESS DRIVE LOCA77ON Plan & Profile Sta. 50+ 00 - 54+ 25 Victory Estates 41--Unit Condominium Housing Development Scantic Road East Windsor, Connecticut Map 39 Bik 34 Lot 61,62&62B Zone: A--1 Owner/Applicant Victory Outreach Ministries, Inc. 329 Scantic Road East Windsor, CT 06088 BY DPS J.R. RUSSO & ASSOCLAxTES Land Surveyors & Professional Engir eers :., 1 SHOHAM ROAD 4. EAST WINDSOR, CONNECTICUT 06088 (860) 623-0569 FAX: (860) 623-24851 SCALE DATE SHEET CHECKED I10. 1 "=40' 9-9-05 11 OF 20 JRR 2004-094 X _, SMH#2 / - � ROW OF S%'RUCE 'TREES 288LF 8" PVC STA. 15+21.44 / W -- SDR 35 S=2.99% TF=92.0 i� / STA. 15+88.98, 12'L SMH#3 FL=83.9 /�' W TF=94.6 90.9 STA. 18+21.44 FL=CB#3 W TF=100.0 STA. 13+14.75, 121 85.7 FD FD TF=82,6 296LF 15" CPEP-S FD FD FD FD FD FD - 71 LF 8" PVC FL=78.9 5=4.389& SDR35 r - ; i S=3.52% FD ; 25 29 27 VICTORY LANE 31 �''VICTORY VICTORY LANE 23 VICTORY LANE FF=102.0 VICTORY VICTORY LANE LANE FF=102.5 SMH#1B SMH#1A __ _ i LANE FF=98.0 FF=99.5 FF=100.5 GAR.=10Q5 GAR.==101.0 STA. 12+34.28 STA. 13+06.58 SP 15 FF=96.5 GAR.=96.5 GAR.=98.0 GAR.=99.0 BSMT.=93.5 BSMT..=94.0 TF=81.5 'j F=82.6 VICTORY 17 GAR. =95. 0 BSMT. =89. BSMT.=91.0 BSMT.=920 LANE VICTORY LANE 3 BSMT.=88.0 L _ _ FL=74.0 -76.5 FF=85.5 FF=90.0 L _ _ L - - DBL 15" GAR. =84.0 GAR.=88.5 OAK E T. SM=77.0 BSMT.=81.5 201 5" CPEP- S OLF 15" C EP 3 S=1.0 =1.0% :J +00 17+00 18+00 LEGEND: 7A 4+VU 1 SEE SHEET 13 13+ W W W W- o- UTILITY POLE " W W W W W W W W G WA TER GATE OAK s GAS GATE 12" c� 10 PROP. CA TCHBAS/N OAK 59LF 8" PVC ,�, S v'15,F8 C #1 'R v, `'� 10 PVC G PROP. STORM MANHOLE SDR35 n TA� .1 ++114i5,�1 'R STA .98, 1 SDR 3 =0.6% 0 EXISTING MANHOLE S=3.399G II TF=82 6 TF=g .6 - - ❑ EXISTING CATCH BASIN FL 791 FL=i 1.1 r- r _ _ r -II- �- SIGN HYDRANT O r_ r - - r-- r__ 26 r-- 30 EXIST WATER E )0 CB >� _ _ 14 16 18 VICTORY 20 VICTORY 22 VICTORY LANE 24 VICTORY LANE VICTORY LANE 28 VICTORY LANE VICTORY LANE Fr=102.5 - G - -w- PROP. GAS LINE PROP. WATER LINE VICTORY LANE LANE LANE FF=98 0 FF-99 0 FF=100.5 GAR -101 0 12 FF=86.0 VICTORY LANE FF=92.5 GAR.=99.0 FF=101.5 -FD- PROP. FOOTING DRA/N VICTORY FF=90.0 FF=95.0 GAR.=96.0 GAR.=97.5 GAR.=100.0 BSjVT.=94.0 W f LANE GAR.=84.5 GAR.=88.5 GAR.=91.0 GAR.=93.5 BSMT.=89.5 BSMT.=92.0 BSMT.=93.0 _S_ PROP. SANITARY SEWER BSMT.=77.5 BSMT.=84.0 BSMT.=86.5 BSMT.=9o.5 = EXISTING SANITARY SEWER FF=84.5 BSMT.=81.5 GAR.=83.0 I PROP. STORM SEWER SMH iC PC 11+57.6 BSMT.=76.0 , L__J L__J �__� L__J L� L---�-----== EXISTING STORM SEWER L__J # �o L � PROP. FIRE HYDRANT STA. 11+72.45�' , f_. L - J 11 OLF CPEP 15 S � q �► q d �� � PROP. LIGHT TF=80.6..::.� S=3.27%-i FL=72�0 N 152LF 18" CPEP-S Fd a 2" ' to S=0.82% CB.I MPL M 25LF 18" CPEP-S STA. 11 +83.16, 12 R at o - TF -80. 18 S=1.09b15" IN E 275. OAK U 18" IN N do ,OUT a 78 VICTORY LANE NOTES: 1. .All footing drains shall be 4" corrugated plastic tubing or PVC ® S=0.5% Mn. 2. CPEP-S shall be corrugate polyethylene pipe with smooth interior. 3. RCP shall be reinforced concrete pipe. 4. DI shall be ductile iron pipe, Class 52. 5. PVC shall be polyvinyl chloride pipe, SDR 35. 6. Water, gas and electric utilities shall be determined by the individual utility providers. Location shown are conceptual only. 7. All curb type "C" catch basin tops shall be pre -cast for 4" "Cape -cod" style curbline. 6. All sanitary laterals shall be 6" PVC SDR 35 @ S=2.0% Min. unless otherwise: noted. No lateral shall be less than S=1.0%. 9. All sanitary mains and laterals with less than 5' of cover shall be 6" DIP. 10. All sanitary mains and laterals with less than 3' of cover shall be insulated. 11. All utility crossings with less than 12" of clearance shall be encased in concrete. =75.25 FF=80.0 114 114 CB#8 00 GA R =78.5 I..._........................................................................................ ... ... .... ... ... ... ... .... ... ... .... ... ... ... ... ... ... ... .... ... .. - ... .... - _... ... ... ... ... .................. .r ...�... ._{__. ..k.. ..y.. STA. 10+25, 12'L BSMT -71.5 " "' "' " " "'- •. •... - ... .... ... .. ... ... .. ._. ... .... _.. _.. ... -- .._ _ ... .... ... _._ _.. .. ... ... ... ... ... . ... .._ .._. .. ... - - TF-78.3 sP 112 _ _............:.. - 112 r - _ _................. - ._. _ ... I _. FL=74.3 _ PVI STA = 16+16.64 ` 110 PVI ELE'V = 96.85 110 A.D. -- -3.56 ........................... ._............. --- .... •-- ... _ � K = 56.17• o" �4 - - - - ... - -- - - - --- _ ... _ - m 200.0000VC FM FM �32 00 SEE SHEET 14 106 to W --106 FM o+ 0 > �. W W a� in m - 00 to M ® - _.._. r.}-....0 - i N 104104 O' SNET 00 ; O to PUMP STATION j 2881 - +in; .. w STA. 10+36.42, 39'L 1 CB#-J 102 coN cD ; m a = 4 11 II 102 STA. 10+25, 17.28 R 0o r I ; W N N TF=80.0 TF=78 0 I! I! FL IN=67.9 SMH#1=74.0 in cn W BOT. EL=63.0 ' STA. 10+00 100 1.54g� - _100 TF=78.0 _ 56LF 8" 1 PVC SDR FL=68.16 PVI STA = 13+50 U0 i 35 S=0.43b 98 P1/I ELEV = 83.25 CO .- 98 I o I `: A.D. = 3.60' � i - y l 277I8. U i i ; P,;'• F w _ iI K _ �mNU_ O o o m a100.0000VC 94 94 N .C4_lij O ' v +° U + O O 00 w v 0 O o �- o cn i92 oodQ o :or-N .•90000 s i 90 ta-. II; II v~i li ? to h s co m 90 U. J J + N +OOO w ; .. w w . t17.00 p N Q II Il II .- tn S=0.63b 86 86 CIT 0 o cV ;- cn dw M > m v c~n �i�.'t�' » CQ�P "PVC SDR 35 Ir N + Im .,�5 , 300 -8 i M r co � Zg6 _ . ... ... .... ... ... ............. _................. _ .._....._ ..._....... - 8484 aod m .................. Mo In a m��m Q 11 II �3. 82 20-'18" CPEP-S-C.) cn � % _ _ _ 5 82 S=1.09b '� S®� 35 N rn +:o rn 0o 80 �� 80 e00.3 ��� ' W I 1.5 _ -Ito -' " CPEP' S g�1 6 m m < rn rn 78 158 -'15 v~i 78 SORBS 19% C � - . ... 156 _18 € �'1 �8 Z� N 55 00 i 74 74 n 59'-8" PVC SDR35 co - 00 to ,2 z LO S=3.399 .. M • w {.. i 74 000 � U 16 Cn � ['�. 70 70 to + co M 0) to _ it ao i C4.- - + to 68 ..........................................._.-----._..._.. ......_..... III .. o n m . .-......_ .._..-•- •------- .._...__ .._..._........_....... ... _ _�.. ` ' O t0 tG ` U a0 n _. - . - _._ - - • a 66 II. II v N 66 DATUM ELEV I m 65.00 �� O 00� N O� Lr) ON N r-® N 00� � r-O OO �O C', r`® N 0)tr) (0 Ln® Mh N� �-N (R00 (SUM NN OO 00r r7 0) M r� 0) 17 � C✓�'��,� to O N co 00 M o .- M d' M N . O to o to s-• 4 t7 "4�;J ` cS r, 06 00 00 � 00 00 6 a) O C; t- N � N e- .�V N N N � r) 4 t'7 ti 4 d- 06 Ln O t7 r, tV 05 �,� 6 � 00 to 0) to t6 N � P6 O 4 � t6 eD 00 � � 00 ° 7 -�� � � +� t\ h t` r n (� oo m oo 00 00 00 00 Co0 00 00 0o a0 00 00 00 00 0o O 00 0o 00 o0 ao W oo O co to O oo O oo to O O O to rn �, rn to O O rn O ^ •rV : r- No. asoa ,o,f. 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+5 / �' t. �' °i��� ,^ ,,,.•� REV 3-1-06 CHANGE SHEET COUNT REV 12-16-05 PUMP STA710N RELOCATED REV. 11-18-05 S7REET ADDRESSES REV 11-9-05 SWITCH REC. AREAS, ADD BUS STOP, ADD DRAINAGE AT EV7RANCE REV 9-29-05 NEW ACCESS DRIVE LOCATION Plan & Profile Sta. 10+00 - 18+50 Victory Estates 41-Unit Condominium Housing Development Scantic Road as Win sor, d ConnecticLt Map 39 Bik 34 Lot 61,62&62B Zone: A--1 Owner/Applicant Victory Outreach Ministries, Inc 329 Scantic Road East Windsor, CT 0608E, J.R. RUSE A O & SSO MATE S �f Land Surveyors & Professional '._ngineers 1 SHOHAM R01,D - EAST WINDSOR, CONNECIICUT 06088 (860) 623-0569 FAX: (860) 623-:2485 BY SCALE DATE SHEET CHECKED NO. DPS 1 "=40' 9-9-05 12 OF 20 1 JRR 1 2004-094 292LP`8",I?XC SDR 35 S=0.6% ` ___FD FD FD in 35 3731 33 WCT Y LAVJCTORY LANETORY LANE VICTORY LANE FF 1025FF=100.5 FF=102.5 FF=103.0 GAR101 AR.=101.0 GAR.=101.5 8SM =94.0 GAR.=99.U" SMT.=94.0 BSMT.=94.5 BSMT.=92.0 N f £ N 19+00 20+00 Uj LU (n W W W W w W r w W L7 � � � � O o 32 VICTORY CTORY LANE LANE FF=102.5 FF=103.0 GAR. =101.0 GAR. =101.5 3SMT. =94.0 BSMT. = 94.5 � d q !� 114 112 110 108 106 104 102 100 98 90 94 92 90 88 86 84 82 80 78 76 74 72 70 68 66 FD --___ FD F yLANE FF�9.0 UAR.=970 BSMT. _g0 5 !,� 'c00 36 "T "" • ", NE V/C II UK Y LAM FF=101.0 h� FF GAR.=101.0 BSMT.=94.0 BSM9 T.2.5 pit 0 GPR�g�'� .8 0 L--J L--JCB#17 , STA. 21+87, 12'R TF=87.5 ' F1.-84 0 FD SMH#4 STA. 21+06.82, 171 f .0- /' FL=87.45- \ I 4 y FF�NE F� eSMT966 9 o CB#18 88o STA. 21+87, 12'L\ TF=87.5 Ft=83.8 S / %w o / / 36LF / 15" CPEP / STA. 22+16, 241 i TF=86.0 FL=82.5 (15" N) FL=66.9 (30" W) i : CB#15 ZZ STA. 24+07.90, 12'R TF=80.0 FL=76.3 (15") i SMH#8 CB#14 FL=68.9 (18") --- STA. 25+31.28 FL _68.4-(24"y I TF=78.55 STA, 26+72.86, 121 FL=67.9 (30") FL=71.5 ,� TF=76.4 FL=72.85 C13#16 / / nni r -i a" STA. 24+07.910, 12'L / I / 3001-F 8" PVC S=1.25% vr�r-J 7=80.0/� SDR 35 S=0.6% F1_=76:5 r ._.- 20LF 15" CPEP•-S S=1.0% 197LF 30" CPEP-S / S=0.51 % o IK ®o X�O S �J' \ [t® ' , dL o iS ii ot, Mq - C ' MgRk �, M _ nn M M M M M M- SEE 26+00 fl 1 2740 i8LFi 24" PEP-4 . C P>1 _ .5 58 56 VICTORY LANE VICTORY LANE FF--82.0 FF=82.5 GAR.=80.0 GAR.=81.0 BSMT.=73.5 BSMT.=74.0 i J d� STA. 26+72.86, 12'R P TF=76.4 b� FL=72.6 (15") b p i -FL=69.7 (24")/ 1 HIGH - POINT ELEV = 100.81 __- ------- --....._A..----.- --..__ _..____ .._..---:.___ __. _..._. _.._._..... HIGH POINT STA - 18+98.41 :.........._._ ....... ........ s....... ....... i PVI STA -= 20+00 ; P\A ELEV - 102.75 _ - 9 4 A.D. .5 K = 31.45 I _ ... 300.0000' VC o + p 00 0 : .. ...:... .. _. .._ .. ..... __r_. ..... .. _...... .............._ ......-..._.._......._ _.._+.......... . ..... ..... .. ..... ..... VJ_ •. i I i i i i i i : : 00 • : ................. .. ....... co co to II _.. ii _..__ _------ ------ - ------- �J -PVI STA - - 2 2+50 - - - .. ,� . . Nnncoo PVI ELEV - 82.75' m it it If p \ A.D. _- 6.50 o ..... ..... ..... N 00 = • 1 ' to + m O 1 '` 1- _ ........ .. ... 150.0000' VC ..... - - - _. ... •. - _. _ ............ rr O n N � + ^ , O • : 3 000 - XH EP Cn ��� .. •• - 00 >'..__ aD �} N + co CO C4 eL� tV n ':............... `-- N _.... ...... ..... .. t ••-- -. ••- -- --... ...... ... ... ... ... _.. .._ ........... ........... .. ... . . • . LiJ m 0 > : m m J to,* �V O ►� �' wN w w a -LOW LOW POINT ELEV = 76.80 POINT STA = 26+71.95 c4 I� $• co V- .... N c Inc) tt7 .- m N O tD 00 , 00 r co 1i�t ii II PVI STA - 26+71.95 PVI ELEV = 76.42 SDR 35 5=0.6% _ . 00 00 cOo 11 N U Cn1-iiii A.D. = 3.00 292'-8 PVC O a 11 u N�[�� M N- r O -, N K - 33.33 _. 's _ .. W ..... ........ i VC U > W w ~OOD i : ; to O ..}}.. O '' •- •- N co d• to N C7 t0 M N + r •- ri N >, 20 15 » CPEP S ;..- ._.. ...... v ¢ 11 II i + tl3 N - co _�. n W.......i..._... n 1� �.N S=1.Oi� '� t ii in oo.�.. a u II N- cn �'� N a m w � w - - - fa Ir m ..._..... ......... ... _... :........... ..... . ........ ........ x.. 1 __ w t : -{_ - 00 + too _ E h m N 11 •t i S 0 ML= 72. II 51 SA, N. LA VE 1 v cn . ST R .5 } ... _ 9 l ------- ---- --------- ....... __1 - - ------ --------- ------- - ------ -- ---- -------- ------- - -------- -------- ------ Q 300- PVC VI N SDR 35 S= , gX + to ao S=0.5% 258 -24 CPEP-S nn .- eV f�'tri . co bo �. e._n Z)�v,, G10l 197'-30" CPEP-a v 6 AN, LI T. OVER 1STORM FL==7 .7- II II }•-• ... ........ ...................•_.... --•-•.............---..............................._.....:...•-- -•._......_. .- - ••• ....................................... .....�......... ..... •• ... t -• -- ... - .. .... t.. ... ... .... .__ ... .._ ... ... --- ... ... .. -- - - -� U J U _j �T (� •-• .- oo (l O .- o .- 00 M 00 h tr) i'� a) eo N eo (M to :- to n O to C) C) O o d r, to N �t t7 M (� to Ir16'1a N O h7 �- to N O �f en N O O d� M 00 i� c0 O co T_ o c0 O 0 O o O o O 0 0 CO 0 O 0O C) 0 0 0 oD o t-z o to `- O 4 o C4 tfj O oo N O c� old cD M 00 N <- cV 00 o0O cV �- ooO � O .- O CO • O O O �^ Ci �^(�^ Cj o0 00 06 00 00 ^ r^ r� r� r • � �-O .-O �-� .-O �O r C, -C) �-0) .-C) �-C) �-C) �-C) rnO rnO o)O rnO Co coO c0 o0O ao t` r` I- r_ 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 114 112 110 108 106 104 102 100 98 96 94 92 90 88 86 84 82 80 78 76 74 72 70 68 66 LEGEND: -o- c a 0 O El --w-- -W- -FD- -S- 60 VJCTORY LAN FF=81.5 GAR.=7 .0 BSMT. 73.0 62 64 VICTORY LANE VICTORY LANE VICTof FOI FF=80.5 FF=80.5 GAR. GAR.=78. 0 GAR.=78.5 GAR. 8SMT.=72,0 BSMT.=72.5 i i i i i L__J UTILITY POLE WA TER GA TE GAS GATE PROP. CA TCHBA SIN PROP. STORM MANHOLE EXISTING MANHOLE NOTES: EXISTING CATCH BASIN SIGN 1. All footing drains shall be 4 corrugated Plastic tubing or PVC � S- 0.5% Min. HYDRANT EXIST. WATER LINE 2. CPEP-S shall be corrugate polyethylene pipe with smooth interior. PROP. GAS LINE PROP. WATER LINE 3. RCP shall be reinforced concrete pipe. PROP. FOOTING DRAIN PROP. SANITARY SEWER 4. DI shall be ductile iron pipe, Class 52. EXISTING SANITARY SEWER PROP. STORM SEWER r, t/. Dt71" 1-11 1.�, .. 1.T.•:�.< 1 l,l...,;d CIT1b 7tz 1 ♦V sha" be Vl vinyl 1.1L1V114G �l�e IJLl r r y r r� � 0D• EXIS77NG STORM SEWER 6. Water, gas and electric utilities shall be determined by the individual utility PROP. FIRE HYDRANT providers. Location shown are conceptual only. PROP. LIGHT 7. All curb type "C" catch basin tops shall be pre -cast for 4" "Calve -cod" style curbiine. 8. All sanitary laterals shall be 6" PVC SDR 35 ® S=2.0% Min. unle:;s otherwise noted. No lateral shall be less than 5=1.0%. 9. All sanitary mains and laterals with less than 5' of cover shall De 6" DIP. 10. All sanitary mains and laterals with less than 3' of cover shall be insulated. 11. All utility crossings with less than 12" of clearance shall be encased in concrete. • c9,+4 ' 0P ' •' �1�-0�` 08048 ' 3LLuGG 'B9eam ••�hlF • . •�J Jfi916 ' �2 REV. 3-1-06 CHANGE SHEET COUNT, SAN. LAT. CHJMNEYS AND FL. AT STORM C?OSS/NGS REV 11-18-05 STREET ADDRESSES REV. 11-9-05 SWITCH REC. AREAS, ADD BUS STOPS, ADD SEWER &WATER LATERALS REV. 9-29-05 7I7LE BLOCK Plan &Profile Sta. 18+50 - 27+30 Victory Estates 41-Unit Condominium Housing Development Scantic Road East Windsor, Connecticut Map 39 Blk 34 Lot 61,62&62B Zone: A-1 Owner/Applicant Victory Outreach Ministries, Inc. 329 Scantic Road East Windsor, CT 06088 BY DPS J.R. RUSSO & ASSOCI.�TES Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOR, CONNECTICUT 06088 (860) 623-0569 FAX: (860) 623-2485 SCALE DATE I SHEET CHECKED NO. 1"=40' 9-9-05 13 OF 20 JRR 1 2004-094 FiM SEE SHEET 13- 0 66 VICTORY LANE FF=80.5 GAR. =79.0 BSMT.=72.0 ds i i L__J CB#11 i j SMH#7 STA. 29+01.20, 12'R TF=76.3 STA. 28+31.28 FL=725 15" CB#10 TF=77.3 ( STA. 31+15.83, 12'L FL=69.7 FL=70.9 (24) TF=76.5 FL=73.0 CB#12 i STA. 29+01.20, 121 j TF=76.3 72.75 � 20LF 15" CPEP-S 20LF 15" CPEP-S S=1.25% IS=1.25% 30OLF 8" PVC SDR 35 S=0.4 M r-- M M 1 M r -- 70 68 VICTORY LANE VICTORY LANE FF=80.0 FF=80.0 GAR.=78.0 GAR.=Its 5 BSMT:=71.5 BSMT. =71.5 ds ds i a„ 6� [___J L__J Y X 21 2 " CPE -S S= .51 72 VICTORY LANE FF=80.0 GAR. = 78.5 BSMT.=71.5 74 VICTORY LANE FF=80.0 GAR,=7R x. BSMT.=71.5 dS i L___J ` d� 110 108 106 104 102 100 98 96 94 92 90 88 86 84 82 80 78 76 74 72 70 68 66 CB#9 STA. 31 +15.83, 12'R TF=76.5 FL=72.75 (15") FL=72.5 (18") FL=72.0 (24") quw4A STA. 31 +31.28 TF=76.9 FL=68.5 M A Li. - -' ds 76 78VICTORY VICTORY LANE LANE FF=80. D FF=79.5 GAR. =:78.5 v^AR. =78.0 BSMT =71.0 BSMT. ==71.5 )ds '�-- P� i 85 1 8" PVC SDR 35 S=0.4% 85LF 18" CPEP-S S=1.8% SMH#1 STA. 32+15.92 TF=78.0 / FL=68.16 3 ■■■�■■�■■�■■®■■■■■■®■■�■NOON ■■■■■■�■■ ' ■NNE■■�■■�NNI ■■■�■ ■M■ ■■NOON■ " NN NNE N ENN�■ ■■�N■ ■■■�■■�■NON I . ♦ NN■N■ONN■ • ®N■■m CNN■CNN 110101111111111111I CNN ■■■■ ■NN■1000■ ■NOON 11000 ® ■■NNEN0 - .. • . . _ NEI 01 111 IN loll '.LOW POINT... N . • ■■■NON;� ®k■NN No NMI I I : f"t ' NNN�N■ • I N■ ■N • I �■NON • • SIN■N � ♦ ■ I " I ■ I� I '� . ■ NON � ■ �1 „ ,. .. „ • :., '� N■N� ■ ■CNN ■ ■�NN�N ■ �1 . 1 --maim NOW mom ■�Nmoll ■■�moll ■N■NI■N 0 flN • - ■■mN 0111111111■II■■■■loss /_I'll■11 w�lmi-mmomil U - -0 ENO MIN E ME EM ' ire ' ■� � ' . . .• . • • • 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 CB#7 STA. 32+00.70, 28'R TF=78.0 FL=74.0 NJ NJ NJ - 110 108 106 104 102 100 98 96 94 92 90 88 86 N W 84 to _ N0co 00 ®0 :)82 2 U) (0 Cn �80 78 76 74 72 70 68 66 0 o�d LEGEND: -o- UTILITY POLE 0 WA TER GATE m GAS GA TE PROP. CA TCHBA SIN O PROP. STORM MANHOLE O EXISTING MANHOLE ❑ EXISTING CATCH BASIN -D- SIGN HYDRANT - - w- - EXIST. WATER LINE - G - PROP. GAS LINE PROP. WATER LINE - W - ---FD-- PROP. FOOTING DRAIN - S - PROP. SANITARY SEWER EXISTING SANITARY SEWER PROP. STORM SEWER --� EXISTING STORM SEWER :MC PROP. FIRE HYDRANT c PROP. LIGHT NOTES: 1. All footing drains shall be 4" corrugated plastic tubing or PVC @ S=0.5% Min. 2. CPEP-S shall be corrugate polyethylene pipe with smooth interior. 3. RCP shall be reinforced concrete pipe. 4. DI shall be ductile iron pipe, Class 52. 5. PVC shall be polyvinyl chloride pipe, SDR 35. 6. `Pater, gas and electric utilities shall be determined by the individual utility providers. Location shown are conceptual only. 7. All curb type "C" catch basin tops shall be pre -cast for 4" "Cape -cod" style curbline. 8. All sanitary laterals shall be 6" PVC SDR 35 ® S=2.0% Min. unless otherwise noted. No lateral shall be less than S=1.0%. 9. All sanitary mains and laterals with less than 5' of cover shall be 6" DIP. 10. All sanitary mains and laterals with less than 3' of cover shall be insulated. 11. All utility crossings with less than 12" of clearance shall be encased in concrete. REV. 3-1-06 CHANGE SHEET COUNT, ADD SAN. LAT. CHIMNEYS, ENCASEMENT AT STORM XING REV 12-16-05 PUMP STATION RELOCATED REV 11-18-05 STREET ADDRESSES REV 11-9-05 SWITCH REC. AREAS, ADD BUS STOP REV 9-29-05 TIRE BLOCK Plan & Profile Sta. 27+30 - 32+15.92 Victory Estates 41-Unit Condominium Housing Development Scantic Road East Windsor, Connecticut Map 39 Bik 34 Lot 61,62&62B Zone: A°-1 OwnerlApplican t Victory Outreach Ministries, Inc. 329 Scantic Road East Windsor, CT 06088 J.R. RUSSO & ASSOCLkTES ,11110"i GONI'��T•, I • . :w BY DPS Land Surveyors & Professional Engineers =�1 SHOHAM ROAD EAST WINDSOR, CONNECTiCUT 06088 (860) 623-0569 FAX: (860) 623-2485 SCALE DATE SHEET CHECKED PfO. 1"=40' 9-9-05 14 OF 20 1 JRR 2004-094 25' LANDSCAPED BUFFER STRIP GAZEBO W/BRICK PAYER PATH & PERENNIAL GARDEN (DESIGN BY OTHERS) M FM ° \ FM FM FM SNEP 2660 t i 1 1 l PLANT SCft��ULE 1; t l-� C 1 �1i�11� _�}yll2.»lu,;i ���u;ra•��t1ii,� 1 �1f1 "rg��._`-ji�C,� �1i/i ��?1►j11/l, �,„l <�i,rr� _. =-• - �� ` • '��: * jIJi1;1� �1111�� ��Il\1 Ili\ ��1iU �'ij/%��1 • bit s25 31 • /"23 VIC7ORY•' .' :. • . �; :. • • . , -- Id "LANE VICTORY14 O.12 �. VICTORY LANE LANE VICTORY . _., , • GAR -83. 68 VICTORY LANE VIC70RY LANE VICTORY LANE VICTORY LANE FF-60.0 :. / • ED BUFFER STRIF P'- FD r FD -- -- , F ______— FO 33 VICTORY LANE VICTORY LANE FF-1025 37 VICTORY LANE NCTORy LAN,, FF-103.0 GAR.-101.5 GAR.-101.0 BSNT-94.0 A =.99. CAR.=92. BSMT.s920 Fr<99.0 CAR.ag70 '9Tr•9905 41 KC BSWT.-94.5 UNF D 8SS1T.r SD \ _ v, o 0 0 W1 — W i W _ W r rA o 26 30 32 VICTORY 34 VICTORY 24 VILANCTORY 28' VICTORY LANE LANE LANE VICTORY LANE fF=1 E VICTORY LANE FF 102.5 1fF 03.0 CAR.=101.5 FF 102.5 FF-99.0 GAR.=99.0 FF 101.5 GAR.-101.0 85X1T.=94.5 CAR.=101.0 GAR.=97.5 BSMT-92.0 GAR. -100.0 B-WT=94,0 a-WT.-940 SS ..-70.5 BSMT. 93.0 _J L_ S' �— 60 58 56 66 62 VICTORY LANE E VICTORY82 VICTORY LANE VICTORY LANE VICTORY LANE FF=81.5 0 FF=82.5 VICTORY LANE FF=81.0 FF 81.0 CAR.-79.0 GAR.••80.0 GAR.-81.0 FF=80.5 CAR.-78.5 CAR.-78.5 B5UT.=73.0 BS1T=73.5 BSNT-74.0 GAR.-79.0 BSWT-725 BSA4r=725 MT-72.0 - - _ o FM FM' W W W W 13cr W �; 5NET 2881 SCHOOL BUS PICK—UP AREA l 25' LANDSCAPED BUFFER STRIP ff I � i 1 � f 1 SYM. BOTANICAL & COMMON NAME SIZE • Picea glauca '—21" 3 Gal. Container Conica' (Dwarf Alberta Spruce) 18" Rhododendron Hybrid 9P.J.M.' 18"-21" 3 gal. Container Azalea Evergreen, Assorted Colors 15"-18" 2 gal. Container Cottoneaster salicifolius 'Repandens' (Willowleaf Cotoneaster) 12"-15" 2 gal. Container Pennisetum orientate (Oriental Fountain Grass) 1 gal. 24" O.C. At Hemerocallis Daylily (Stella D'Oro Daylily) 1 Gal. 18" O.C. ® Rudbeckia fuldiga sullivantii (Black --eyed Susan) 1 gal. 18" O.C. ® Shasta Daisy 1 Gal. 18" O.C. Thu ja Occidentalis Nigra (Dark American Arborvitae) 4'-5% B&B o Prunus Serrulata (Kwanzan Cherry) 2 1/2"-3" CAI., B&B Quercus Rubra (Red Oak) 2 1/2"-3" CAI., B&B Pinus Strobus (White Pine) 5'-6% B&B Pinus Nigra (Austrian Pine) 5'-69 9 B&B Pinus Thunbergi (Black Pine) 5'-61 0 B&B ane � 50 of 0 36 LANE \VICTORY FF 101.0 GAR.-99.5 BSMT.=925 L_J k TOj�LOT � SNET GUY / 414E 1NRE f TYPICAL UNIT LANDSCAPE N.T.S. o'`A`".',?,'1•R••�',lr <.�•!,✓1'VGA 08048 REV 3-1-06 CHANGE SHEET COUNT REV 12-16-05 MOVE GAZEBO, ADD PUMP STA77ON U77LITY AREA REV 11-1 B-05 STREET ADDRESSES REV 11-9-05 SWITCH REC. AREAS, ADD BUS STOPS, ADD DRAINAGE REV 9-29-05 ADD LANDSCAPE BUFFER S7RIP LABEL, PLAN77NGS AROUND ACCESS DRIVE Landscape Plan Victory Estates 41—Unit Condominium Housing development Scantic Road East Windsor, Connecti(.ut Map 39 Blk 34 Lot 61,62&62B Zone: A-1 Owner/Applicant Victory Outreach Minisi*ies, Inc. 329 Scantic Road East Windsor, CT 060138 J.R. RUSSO & ASSOCIATES Land Surveyors & Profession(] Engineers �Y Y`1 SHOHAM ROAD _ EAST WINDSOR, CONNECTICUT 06088 (860) 623—C)569 FAX: (860) 62% —2485 BY SCALE DATE SHEET CHECKED NO. DPS 1"=600 9-9-05 15 OF 20 1 J12R 2004-094 TEMPORARY SEDIMENT TRAP (TST) #1 DRAINAGE AREA=4.8 AC. WET VOLUME=365 C.Y. TOTAL VOLUME=685 C.Y. TOP OF TRAP=80.0 TOP OF STANDPIPE=79.0 TRAP OUTLET FL=77.0 TRAP BOT. EL.=74.0 DRAINAGE AREA TO TST (TYP.) APPROX. INITIAL LIMIT OF DRAINAGE AREA TO TEMPORARY SEDIMENT TRAPS (TST) INSTALL BERM (EL.=81) ALONG PROPERTY LINE TO CONTAIN EMERGENCY OVERFLOW I TEMPORARY SEDIMENT TRAP (TST) #2 1 DRAINAGAREA=4.2 AC. WE V LUME=318 C.Y. TOTAL VC.UME=605 C.Y. _ TOP ZOF TRAP=77.0 TOP OF ST�ANDPIPE=75.0 TRAP OUTLET FL=73.0 TRAP BOT. EL.=70.0 GRAPHIC SCALE 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. Vo} ftt?'i LC TOP OF TRAP=78.0 ' TOP OF STANDPIPE=77.0 TRAP OUTLET FL=75.0 TRAP BOT. EL.=72.0 / EROSION do SEDIMENT CONTROL PLAN KEY PS PERMANENT SEEDING TS TEMPORARY SEEDING LP LANDSCAPE PLANTING GSF GEOmmi-E SILT FENCE ®P OUTLET PROTECTION CE CONSTRUCTION ENTRANCE WB WATER BAR SC® STONE CHECK DAM ECB EROSION CONTROL BLANKET T RM TURF REINFORCEMENT MAT TST TEMPORARY SEDIMENT TRAP RR RIPRAP d PS B PUMP SETTLING BASIN TEMPORARY SEDIMENT TRAP (TST) #4 DRAINAGE AERA=1.0-1.5 AC. WET STORAGE=145 C.Y. TOTAL STORAGE=214 C.Y. 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EXISTING CONTOUR (FIELD VERIFIED T-2) ----�3s---- EXISTING CONTOUR (DIGITIZED, T—D) PROPOSED CONTOUR TEMPORARY CONTOUR EXISTING TREELINE PROPOSED TREELINE LIMIT OF WETLANDS — — — — — STAKED HAYBALES OR SILT FENCE 'j f 000 REV. 6-23-06 NEW DRAINAGE OUTLET Erosion &Sediment Control Plan Victory Estates 41—Unit Condominium Housing 'development Scantic Road East Windsor, Connecticut Map 39 Blk 34 Lot 61,62&62B Zone: A-1 Owner/Applicant Victory Outreach Ministries, Inc. 329 Scantic Road East Windsor, CT 06038 J.R. RUSSO & ASS0CIATES Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOR, CONNI:CTICUT 06088 (860) 623— D569 FAX: (860) 623-2485 BY SCALE DATE SHEET CHECk ED N0. DPS 1 "=100' 3-1-06 1 16 OF 20 IRR 2004-094 PERMANENT SEEDING (Continued) 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. CulvertOutlets: 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. SupportPosts: 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 genernte Inrger vnllimea of sPrlimPnt, 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 SUDDort posts ner manufacture's instruction such thnt at least 6 -- -- ­_.._1____.__ ...--•---._.. ---.. _..-- -- •---- - 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 a single row in the trench, lenathwise, with ends of ad iacent 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. Rar_{­11 R Tamnpd- Rnnkfill the hnlag with the Pynnvateri trennh .1`__.. 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 hav bale barrier of 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 around 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 iv% when hydroseeding. Mulching 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. Where seed has been moved or where soil erosion has occurred, 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.q. 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 Irl 1VV % coverage of the disturbed JoII. 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 sprend the nhinq ton think, FXnes.S_gIVP nn lirntinn tend tV 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) SPEC, F, CATI O I\S 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 PPrindicnlly mnisten Pxnnsed soil surfaces on unnerved trnvelwnvs . _..__.__..1 ...-.---.. _ r----- --" --"I----_.. _..r-.-_ _. _._..._./_ to keep the travelway damp. Non Asphaltic Soil Tackiber 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: I. Hay: The dried stems and leafy parts of plants cut and harvested, such as alfalfa, clovers, other forage legurnes and the finer stemmed, leafy grasses. The average item 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 80%-95% coverage without interfering WILII jeeU yerllllnUUUII Ur plant YIVVVth. Il L reUUflll�len Ue U a5 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 appl lcatlal lI 1J QL11 1 iileJ I t tV cause U le V tI ier ,iuici 1eJ tV adi 1U1 e tU 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: IVlul( I IIIULUIIUI J hall UU JpreUU unitUFFIlly Uy flanU 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 95%-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. PERMAI%4 IN I SEEDIiVG (PS;I 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 counties. 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. 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 58eulrly. JCCU wUI ill 5eU5VI I yr UJSeS UuI II1y LIIC J'pl illy per iou only. Mulching See guidelines in the Mulch For Seed measures. MAINTENANCE Inspect temporary soil protection area at least once a week and +h' 7 A h f +h A f + '+h ' f I I + f wlllllll LT Ilaurs al llle e11U Vl U Jlarlll wile U lullllall U111vulll 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. EROSION CONTROL BLANKET (ECB) SPECIFICATIONS On moderate slopes (<2:1) install Landlok S1 erosion control blanket (or equal) as needed per manufacturer's recommendations. TI iRF RFIiKIF( PrF7AAP'NT MAT (TPKA) I V I ♦I I ♦I_II 111 VI \VI-IVIVI 19 I IVII \ I \ I I \ITI SPECIFICATIONS On steep slopes (>2:1) install Landlok TRM 450 turf reinforcement mat (or equal) per manufacturer's recommendations. Place on minimum 6" topsoil and plant low maintenance vegetation and wildflower seed mixture. 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. CHECKLIST FOR EROSION CONTROL PLAN PROJECT: ACTIVE ADULT HOUSING DEVELOPEMENT LOCATION: Scantic Road, East Windsor, CT PROJECT DESCRIPTION: Construct 41-unit residential development with 2,600 ft. of roadway, sanitary sewer pump station, and drainage outlet to South Windsor PARCEL AREA: 43.6f acres Total (Project Area = 11.4t acres) RESPONSIBLE PERSONNEL:- Bishop Saunders, phone 989-5880 EROSION AND SEDIMENT CONTROL PLAN PREPARER J.R. Russo & Associates CHECKLIST: Work Description Erosion & Sediment Control Measures Location Date Installed Initials Date Removed Initials Perimeter sediment As shown on barrier. (GSF) plan. Construction exit At Scantic pad. (CE) Road. CB inlet protection At each CB Outlet protection Pipe Outlet Temporary Sediment As shown on Traps (TST) plan. MAINTENANCE OF MEASURES: Location I Description or Number I Date Initials Project Dates: Date of aroundbreaking for project: Date of final stabilization: IVAKKA 11yt This project is located on the northwest side of the Scantic River on a 53-acre parcel located in both East Windsor and South Windsor, with road frontage on Scantic Road in East Windsor, CT. The proposed development includes the construction of 41 Single Family Detached Housing Units on 12.09 acres located in the southwest corner of the subject parcel. The majority of the proposed residential development, including all dwelling units, will be located in East Windsor. The project includes approximately 2,600 ft. of roadway, a sewer pump station, and a storm drainage outlet which discharges to a wetland associated with the Scantic River on the South Windsor portion of the parcel to the southeast. The suggested schedule of construction is as follows: 1. Schedule preconstruction meeting with engineer and town staff. 2. Install perimeter sediment barriers (GSF). 3. Install construction exit pad (CE). 4. Clear and grub existing vegetation within work areas. Install llet ts1, Patdrainatlet el or err --A;---4- el l tro(TST)5. gu vlw/ geou allld tllpy dllel tvv.. 6. Strip topsoil and stockpile on site for reuse. Protect materials stockpiles with perimeter sediment barriers (GSF) and stabilize with temporary seeding (TS). 7. Construct wet basin and draiange swales. Loam and seed immediately arid install plantings as specified on the plans. Provide haybale (HB) checkdams in Swale until vegetation is established. Install temporary water bars (WB) on gravel road until permanent compacted gravel surface is completed. 8. Install storm drainage system and then construct roadway, gravel road and remaining utilities. Stormwater system shall be installed and stable prior to receiving any water. 9. Construct buildings. Building may be constructed concurrent with roadway construction provided no more than 10 acres are disturbed at one time. Provide additional sediment barriers (GSF) around the individual unit construction areas. 10. Install bituminous pavement binder course and shim structures for winter maintenance. 11. Install curbing, sidewalks, and pavement wearing course. 12. Remove temporary sediment traps and fine grade remaining disturbed areas and spread topsoil at least 4" deep over all disturbed areas to be seeded. Stabilize all disturbed areas with permanent seeding (PS). Seed mixture shall contain 30% Crown Vetch; 30% Tali Fescue, and 30% Big Blue Stem as a permanent seeding at a rate of 4ibs./1000 sq. ft. An application of annual rye will be used as a nurse crop at a rate of 5lbs/1000 sq. ft. 13. Remove silt fence after permanent vegetation has been established. Construction of this site is anticipated to begin after the approval of these plans. 2. Any additional erosion/sediment control deemed necessary by town The contractor shall keep the area of disturbance to a minimum and establish exposed soils staff during construction, shall be installed by the developer. In addition, as soon as practical. All soil and erosion control measures shall be installed and maintained the developer shall be responsible for the repair/replacement and/or in accordance with these plans and the "CT DEP Guidelines for Soil Erosion and Sediment maintenance of all erosion control measures until all disturbed areas are Control", as amended. The contractor shall notify the Engineer immediately of any stabilized to the satisfaction of the town staff. discrepancies between these plans and actual field conditions. 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. Stone shall conform to Ct. D.O.T. Form 814A, latest edition, M.01.01 No. 4 stone. 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 +h hay bale h.,r +e..+:le '1+ fence The +.,..1...71eA topsoil h.,ll with hay Vu1G Ilul l icl err %J aWL iAUlp Jill 1CillVC. The Jluuf�vllGu Lwv. wll Jllull 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. o. nere 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 activities have ceased or have temporarily been suspended for more than 7 days, or when final grades are reached in any portion of the site, stabilization practices shall be implemented within 3 days. stht"111ua1aerp�,ej 10. If field conditions warrant, the engineer may require additional $'� •�0A R. H�,•.,%;, measures to those specified on this sheet, including but not necessarily � . :) ��'•,GS' limited to sodding, erosion control blankets, turf reinforcement mats, o . , .;r.. stone slope protection, and stone check dams. --a � .a , -a : : I`�" No.080' ' W 1, D ' ,4i4 ram _c^�,'��� Fly -. REV. 6-23-06 CHANGED PROJECT DESCRIPTION, MODIFIED SCHEDULE ITEM 9 REV. 5-5-06 NO CHANGE THIS SHEET REV. 5-3-06 CHANGE NARRATIVE TO REFERENCE WET BASIN REV. 3-1-06 CHANGE SHEET NUMBER, MODIFY NARRATIVE TO INCLUDE TST'S REV. 11-18-05 NO CHANGES THIS SHEET REV. 11-9-05 SUBMITTED FOR FILING, NO CHANGE THIS SHEET REV. 9-29-05 ADD ECB & TRM TO SPECIFICATIONS Erosion & Sediment Control Notes Vi etnry Fgt:g tP.q .� � J ti 41-Unit Condominium Housing Development Scantic Road East Windsor, Connecticut Map 39 Blk 34 Lot 61,62&62B Zone: A--1 Owner/Applicant Victory Outreach Ministries, Inc. 374 Se-nnfle- Reviei v_ , w . ♦vim East Windsor, CT 06088 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers 2� ii 1 SHOHAM ROAD z. EAST_ WINDSOR, CONNECTICUT 06088 ;> (860) 623-0569 FAX: (860) 623-2485 BY SCALE DATE SHEET CHECKED NO. DPS NA 9-9-05 17 OF 20 JRR 2004-094 FILTER ANGLE 10' UPSLOPE FABRIC FOR STABILITY AND BACKFILL THE TRENCH SELF CLEANING. AND COMPACT THE EXCAVATED SOIL. FLOW --•- COMPACTED VA 100' BACKFILL-1 VA PRE CAST CONCRETE UNIT FOR CAPE COD CURB STYLE �� H ADJUST FRAME ELEVATION 2-#4X4'-0" LONG H j 2 WITH CONC. BLOCKS OR 2 2- 7" 1,-6» 2" BRICKS, 6" TO 12" TOP OF FRAME APPLIES PVT. CROSS -SLOPE .`_N 3 13/16 2'- " /' I 2' ALL JOINTS TO BE 2' 1 j" FLUSH & FULL JPOINTED 13 7116 " BOTTOM OF PRE CAST CONCRETE OR DRAINAGEWAY ONCRETE MASONRY UNITS I I I I I 3 I LLLLLL LLLLL A LLLLLLLL B B LLLLLLL I LLLLLL _LLLLLLLLL LLLLLLL A 4' MIN. POURED CONCRETE OR LLLLL LLLLLLLLL LLLL I I L LLLLLLLLL LL /% PRE CAST SLUMP OR SLAB 2 I %' OR EQUAL) 3500 PSI POINTS "A" SHOULD BE W HIGHER THAN POINT "B" ' I I » 4, l 6" OF 3/4" CRUSHED ELEVATION STONE j, PLAN VIEW 4'-4" FRONT ELEVATION SIDE ELEVATION SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT GEO TEX TlL E SILT FENCE (Gzp r) NOT TO SCALE Stone On Filter �`�,�"'s='r•(:?':�; 'S�-< _>=�-'�`�< > �� Fabric Marafi 140(N) 4" Thick Min. CONS TRUC TION EX/ T (CE) NOT TO SCALE SUBGI STONE _E fim, MOVE CB GRATE. PLACE FILTER FAWC REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC. ANCHOR W/STONE OR EARTH PILE. FIL TER FABRIC SIL T BARRIER A T CA TCH BASIN NOT TO SCALE PROPOSED GRADE TIN R DEPTH TO INVERT VARIES SEE PROFILES 6 I.D, + 2' 31 MIN. 12" MIN. 12" 12" o r r o 0 o <. v <.`, 0 . C PA l/EMENT SEC 0 0 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 SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS MATERIAL SHALL MEET CT -DOT M8.01-21 BACKFILL TO SPRINGLINE OF PIPE tWTH 3/4" CRUSHED STONE (CT -DOT M.02.01) STORM DRAIN TRENCH DE TA /L CL TYPE "C" CATCH BASIN W/ 4' SUMP NOT TO SCALE 18' - V. 1 JIVL JLVI L PLAN VIEW CULVERT END 3 3 1.5' 1 �— 1. 1.5' INTERMEDIATE RIPRAP NONWOVEN FILTER FABRIC 6" GRANULAR FILL MIRAFI 140N OR EQUAL SECTION A— A PREFORMED SCOUR HOLE NOT TO SCALE CAST IR❑N FRAME AND COVER ADJUST FRAME TO FINISHED GRADE WITH CONC. BRICK (6' TO 12' MAX.) —� I /—FINISHED GRADE STANDARD STEPS 3' 0' (SEE MISCELLANE❑US r MANHOLE DETAIL) ALL J❑INTS TO BE ro P❑INTED FLUSH AND w FULL o 4, 0. z PRE CAST CONCRETE OR W CONCRETE MASONRY UNIT CONCRETE OR BRICK INVERT. 6• ' , cu ° 6' OF CRUSHED STONE v' 6'-4' DIA. NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2' 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 MALLS. STORM DRAINAGE MANHOLE NOT TO SCALE WET BASIN SPILLWAY WEIR EL.=29.0 OUTLET STRUCTURE TOP OF BERM (SEE DETAIL) EL.=30.0 TF=28.3 EMERGENCY SPILLWAY CHAIJNEL TOP OF BERM WEIR EL.=27.0 (SEE DETAIL) MATCH SLOPE: OF EL.=27.5 FOREBAY FL OUT=17.5 EXIST. GRADE SPILLWAY WEIR EL.=27.0 -- `'o� EXIST. SLOPE PERM. POOL EL.=27.0 7 0 9 9 0` 4 v �` AQUATIC BENCH EL.=25.5 8" (MASONARY oc; :> a . °> o c > OR PRECAST �' ` ��\"OND 4 0 UNIT) ,cSCOUR HOLE 10PBOT. EL.=22.0OUTLET q;-, PRQ"i ECTION FOREBAY BOT. LINE SIDES AND BOTTOM 30" RCP (SEE DETAIL) A1 J ARMOR SLOPE AT OUTLET WITH MIN. 2" STONE 15' GRAVEL ROAD BOTTOM OF TEMPORARY WATER BAR CHANNEL S=2.0% MAX. ROADWAY CROSS SECTION 2:1 OR FLATTER ADJUSTED FOR VEHICLE TWO COURSES OF FOUR (4) STANDARD 6"X8"X12" CONCRETE CATCH BASIN BLOCKS SECURED IN MORTAR TO CREATE WEIR OPENING (TY') AC Double CL Type Frame and Grate bj Arrow Concrete or Equal TOP EL.=23.0 OF BASIN BELOW TOPSOIL ---+— LAYER WITH NATIVE SILT & CLAY AS NEEDED TO MAINTAIN IMPERVIOUS NOTES: BARRIER 1. ALL DISTURBED AREAS TO BE TREATED WITH MIN. 4" TOPSOIL BEFORE SEEDING & PLANTING (TOPSOIL SHALL BE AMENDED WITH LEAF COMPOST, 30% BY VOLUME). 2. PLANT AQUATIC BENCH WITH NARROW —LEAF CATTAILS (TYPHA ANGUSTIFOLIA), STAGGERED 4' O.C. ON AQUATIC BENCH TO ESTABLISH A DENSE VEGETATED FILTER. 2" POTS AVAILABLE AT BLACK LEDGE RIVER NURSERY 860-295-1022. 3. SEED BASIN SIDES AND BOTTOM WITH WETLAND SEED MIXTURE, AVAILABLE FROM BLACK LEDGE RIVER NURSERY. 4. PLANT TOP OF BERM AROUND POND WITH PLANTINGS AS NOTED ON THE PLAN. 5. BASIN SHALL BE INSTALLED AND STABILIZED PRIOR TO RECEIVING ANY WATER. WET BASIN SEC TION 11 NOT TO SCALE AC Double CL Type II Frame and Grate by Arrow Concrete or Eq 8" CONE SECTION TWO COURSES OF FOUR (4) STANDARD 6"X8"X12" CONCRETE CATCH BASIN BLOCKS J]C SECURED W/ MORTAR TO CREATE WEIR OPENING RECAST CONCRETE UNIT C DOUBLE SUMP & SLAB TYPE11, C DOUBLE RISER TYPE 11, AND ADOUBLE CONE TYPE it BY ARROW CONCRETE OR EQUAL 30' OUTLET PIPE Class "A Concrete FRONT SIDE OUTLET STRUCTURE NOT TO SCALE 12' FINISHED 6' GRADE 3 V _, (> C FILTER FABRIC C) C,1 1 '" ('`> MIRAFI 50OX OR EQUAL 18' INTERMEDIATE RIPRAP —6' BANK RUN GRAVEL EMERGENC Y SPILL WA Y NO SCALE 15' 2% 2% CAST IR❑N FRAME AND COVER ADJUST FRAME TO FINISHED GRADE WITH CONC. BRICK (6' TO 12' MAX.) LOCATE STEPS S❑ AS NOT TO C❑NFLICT WITH INLET PIPES---�, FOR DROP STRUCTURES SWALE COMPACTED GRANULAR FILL L_ 6" GRAVEL BASE 6" GRAVEL SURFACE OR EXISTING SUBGRADE (M.02.01) (M.02.03) GRAVEL ROADWAY MIRAFI 1 FILTER FABRIC UNDER NOT TO SCALE ROADWAY BASE CLEARANCE AND WHEEL BASE FINISHED ROADWAY GRADE 9" MAX. 18" MAX. 6' MIN. ROADWAY LONGITUDINAL SECTION TEMPORARY WATER BAR NOT TO SCALE GENERAL NOTE REGARDING DETAILS: ALL MATERIALS SHALL CONFORM TO CT DOT FORM 816, LATEST EDITION, UNLESS OTHERWISE NOTED. PRE CAST CONCRETE OR CONCRETE MASONRY UNIT 30" INLET ALL J❑INTS TO BE POINTED FLUSH AND FULL 6' OF CRUSHED STONE 3'-0' FINISHED GRADE M NOTES: a 1. MINIMUM COVER OVER TOP OF PS'. z SHALL BE 2'-0". w L I 2. WALL THICKNESS SHALL BE N SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CON.RETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH 1'ITH INSIDE WALLS. 30" OUTLET DROP MANHOLE SECTION (DMH#6) NOT TO SCALE REV. 6-23-06 WIDEN EMERGENCY SPILLWAY, ADD FABRIC UNDER GRAVEL ROf D BASE REV. 5-5-06 CHANGE POND & OUTLET STRUCTURE DETAILS REV. 5-3-06 REMOVE BIOFILTER/SWALE, ADD WET BASIN, OUTLET STRUCTURE AND SPILLWAY REV. 3-1-06 CHANGE SHEET NUMBER REV. 11-18 _05 NO CHANGES THIS -SHEET - Detail Sheet J Victory Estates 41—Unit Condominium Housing Deve'opment Scantic Road East Windsor, Connecticut Map 39 Blk 34 Lot 61,62&628 Zane: A--1 Owner/Applican t Victory Outreach Ministries, Inc. 329 Scantic Road East Windsor, CT 06088 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers F rz- �� 1 SHOHAM ROAD EAST WINDSOR, CONNECTICU i 06088 8 60 623 0569 FAX: (860) 623-248E i `BY SCALE DATE SHEET CHECKED NO. r DPS AS NOTED 9-9-05 18 OF 20 JRR 2004-094 2 MAX. -I1 4 MAX. WEARING COURSE BINDER COURSE 1 /4" PER FT. 15" 12" - PAVEMENT BASE PAVEMENT SUBBASE 1" RAID. BITUMINOUS CONCRETE CAP COD STYLE CURB NOT TO SCALE 12' 3/8" PER FT. 12' 5' © / —O I / 1 /4" PER FT. O - 1 1/2" COMPACTED CLASS 2 BITUMINOUS CONCRETE WEARING COURSE (M.04) © - 1 1/2" COMPACTED CLASS 1 BITUMINOUS CONCRETE BINDER COURSE (M.04) ©- 4" PROCESSED AGGREGATE BASE (M.05.01) Op — 6" MINIMUM ROLLED GRANULAR BASE (M.02.03) O — 4" CAPE COD STYLE BITUMINOUS CONCRETE CURBING (SEE DETAIL) O — 6" MINIMUM LOAM & SEED FOR TURF ESTABLISHMENT ©— 4' CONCRETE SIDEWALK (SEE DETAIL) .TYPICAL ROAD CROSS SECTION NOT TO SCALE TACK COAT EDGES OF EXISTING 4" MIN. COMPACTED PAVEMENT WITH ASPHALT CLASS U BIT. CONC. UNDISTURBED EMULSION SS-1 IN TWO EQUAL COURSES EXISTING PAVEMENT -� /- SAW CUT SAW CUT 4" COMPACTED PROCESSED `` = '•a•' i~ '." :; AGGREGATE BASE (M05.01) 1 15" COMPACTED PROCESSED AGGREGATE BASE (M.05.01) I 12" min. TRENCH WIDTH VARIES 12" min. SEE TYPICAL TRENCH SECTION 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 816, latest edition PERMANENT PA VEMEN T PATCHING DE TAIL NOT TO SCALE TOP 2 MAX. 11- 4 MAX. 1. POLES TO BE SET SO THAT WIRING EXIT FACES THE ROAD 2. ORIENT FIXTURE CORRECTLY AS TO FIELD AND STREET SIDE. J. EXTEND DIRECT BURIED CABLE FAR ENOUGH INTO THE POLE TO MAKE THE CONNECTION AT THE HANDHOLE IN THE POLE. EXTEND #14, 21C COPPER STREET LIGHT CABLE FROM THIS CONNECTION TO THE LUMINAIRE. 4. LIGHT FIXTURE & POLE SHALL CONFORM TO CL&P STANDARS STREET LIGHT NOT TO SCALE SET CROWN OF ROOTBALL AT LEVEL GRADE WITH HIGHEST POINT OF SAUCER 3" SHREDDED BARK MULCH COMPACTED PLANTING SOIL NOT TO COVER CROWN OF NOTE: STOP SIGN BACKGROUND TO MIXTURE TO PREVENT BALL AT BASE OF PLANT STEM BE RED WITH WHITE LETTERS. 6„ PLANTING SOIL MIXTURE SIGN SHALL CONFORM TO CT DOT DESIGN SPECIFICATIONS. 1/2" DIA. CRUSHED STONE ADDED IN AREAS WITH POORLY DRAINED 6" 5' MIN. SHRUB PLANTING NOT TO SCALE 24" PAVEMENT GENERAL NOTE REGARDING DETAILS: STOP SIGN NOT TO SCALE ALL MATERIALS SHALL CONFORM TO CT DOT FORM 816, LATEST EDITION, UNLESS OTHERWISE NOTED. GRASS CONCRETE SIDEWALK / --------DETECTABLE WARNING SURFACE MEETING ADA COE E v� 4' / 61, GRASS TOOLED JOINTS WITH �'% 1/4" RADIUS TOOL 1/2" PREFORMED % EXPANSION JOINT MTL FLUSH WITH BIT. CONC. CURBING RIGHT OF WAY PAVEMENT 5' 4' MEET TOP OF CURB v PR`�s BIT. CURB 6" 1 4": 1' 1/4";1' SIDEWALK RAMP DETAIL MATCH ' NOT TO SCALE 6" TOPSOIL SEED 6" TOPSOIL & SEED-/ GROUNDtxaiSiiNG & 6 MIN. ROLLED GRANULAR BASE (M.02.03) ; i\i E N 10 N 4" CONC. SIDEWALK, 6% AIR ENTRAINED, 3500 PSI �IA, A f•' C D E F R-� �- (8" CONC. AT DRIVES WITH 6"X6"X10/10 WIREMESH) r r; %_ a "' r, i % i :i %r '>%_ u , r r :n 0" 1`-0 1 -i 3 4 � -1 ..3/4" � -J 1 1 -� 11`) 1 - TYPICAL SIDEWALK DETAIL NOT TO SCALE TOP OF BERM EXIST. GRADE (PER PLAN) CONNECT OUTLET PIPE TO DOWNSTREAM DRAINAGE SYSTEM 2 PLY 1/2" DIA. REINFORCE pUBBEI? uncr TREES GREATER THAN 2 1/,' GUY WIRES - THREE SPACE ANCHORED W/2"x4"x2.5' CEI SET CROWN OF ROOTBALL A' FINISH GRADE BEFORE MULCI PLANTING SOIL MIXTURE 2 1 10 GA. GALV. SOFT STEEL GUY WIRE STAKES NOTCHED FOR WIRE TREES 2 1/2" CAL. OR LESS HARDWOOD CTAVrc—TWr1 nDDnQITr ANIn QCT INTO SUBGRADE TREE WRAPPING TO SECOND BRANCH HEIGHT W/50% OVERLAP SEE LAYOUT FOR SURFACE TREATMENT 3" SHREDDED BARK MULCH ROLL BACK TOP THIRD OF BURLAP COMPACTED PLANTING SOIL MIXTURE UNDISTURBED SUBGRADE TREE PLANTING NOT TO SCALE THREE 10 GAL. GALV. SOFT STEEL- INSTALL TREE PLUMB, PRUNE GUY WIRE ANCHORED W/2"x4"x2'-6" ALL DAMAGE OR BROKEN BRANCHES CEDAR STAKE SPACED EQUALLY CROWN OF OOTB 2 PLY 1/2" DIA. REINFORCED RUBBER HOSE SET OD NG FINISH RADE.T-� IF IN HEAVY CLAY SOILS SET AT 1" ABOVE FINISH GRADE BEFORE: 3" SHREDDED BARK MULCH MULCHING. STAKES 90' TO GUY WIRES 6" EARTH SAUCER ROLL BACK TOP THIRD - �— PLANTING SOIL MIXTURE OF BURLAP 12" 6 COMPACTED PLANTING SOIL MIXTURE UNDISTURBED SUBSURFACE EVERGREEN TREE PLANTING NOT TO SCALE OUTLET PIPE (DIA. PER PLAN) 24" TRAP OUTLET FL (PER PLAN) STANDPIPE ELEV. (PER PLAN) PERF. HDPE STANDPIPE l— DIA. TO MATCH OUTLET PIPE 1.5 000000� 1 00�000 �00000000 00000000000 00�0 DRY STORAGE 4' MAX. WET STORAGE 3' MAX. Y 'fu—' PLAN PROCESSED AG( CONCRETE ANCHORED TO CULVERT EN 3/8" WASHED TRAP BOTTOM STONE (SEE PLAN) NOTE: TRAP SHALL PROVIDE .A MINIMUM OF 134 CY OF WATER STORAGE PER ACRE DRAINED. HALF OF REQUIRED STORAGE SHALL BE WET STORAGE BELOW THE TRAP OUTLET. REFER TO PLAN FOR SPECIFIC DESIGN DATA TEMPORARY SEDIMENT TRAP (TST) NOT TO SCALE NOTES, 2' v 12' D SECTION X-X RO SECTION Y-Y END VIEW 1, JOINTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIG❑T AS REQUIRED TO CONFORM TO PIPE. 2, WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS, 3, STRUCTURE SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 12' GRAVEL BASE, REINFORCED CONCRETE CULVERT END INLET PIPE INLET FROM UPSTREAM DRAINAGE SYSTEM �s• �sO a. r : M 08043 a ga`J::'• ",,�'C' • !'•Es�1`��©' erg: ,.:air• NOT TO SCALE REV. 6-23-06 ADD RC CULVERT REV. 3-3-06 CHANGE SHEET NUMBER, ADD TST DETAIL REV. 11-18-05 NO CHANGES THIS SHEET REV. 11-9-05 REDUCE LIGHT POLE TO 12' REV. 9-29-05 TITLE BLOCK Detail Sheet Victory Estates 41—Unit Condominium Housing Development Scantic Road East Windsor, Connecticut Map 39 Blk 34 Lot 61,62&62B Zone: A-1 Owner/Applicant Victory Outreach Ministries, Inc. 329 Scantic Road East Windsor, CT 06088 J.R. RUSSO & ASSOC X_x-L ES 1 �� Land Surveyors & Professional Engineers 1 SHOHAM ROAD ' EAST VANDSOR, CONNECTiCUT 06088 (860) 623-0569 FAX: (860) 623—::485 BY SCALE DATE SHEET CHECKED NO. DPS AS NOTED 9-9-05 19 OF 20 JRR 2004-094 STANDARD FRAME & COVER CONFORMING TO TOWN SPECIFICATIONS FINISHED GRADE �23' 314" CAMPBELL No. 1027 OR EQUAL ADJUST TO GRADE WITH COURSES VARIES 6" TO 12" OF BRICKS OR CONC. GRADING RINGS (SEE NOTE 1) PLASTIC MANHOLE STEP 12" Typ. 3' OR 4' CONFORMING TO TOWN r+nelc- CCrnnAI STANDARDS SEE JOINT DETAILS BELOW 5" 48" DIA. 5" VARIES RISER SEC770N(S) AS REQUIRED FLEXIBLE CONNEC77ON CAST INTO MANHOLE APPROVED BY BRICK SHELF ENGINEER SLOPED 1'%FT. 3' OR 4' 6"BASE SEC77ON „ I 6" Min. 112" OR 314" CRUSHED STONE CONCRETE OR BRICK 12" 7HICK MASONRY SELF- CLEANING INVERT ROUND RUBBER GASKET JOINT NOTES: 1. TOP STEP TO BE A MAXIMUM OF 24" BELOW TOP OF MANHOLE FRAME & COVER ELEVATION. COLD APPLIED 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, BITUMINOUS CERTIFICATION OF H-20 LOAD BEARING SEALER CAPACITY SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL PRIOR TO SPIGOT & BELL INSTALLATION. REINFORCEMENT A CV CT VII I,IT AI TCD Id ATC Init`IT VVIIV 1 HC_ 1 LI\IVI-1 I L UVIIV I N.T.S. N.T.S. SANITARY SEWER MANHOLE (SMH) NOT TO SCALE SEWER MAIN LINE �TANDARD PLUG I T •� �CH LIM 90 =STANDARD E, AS SPECIFIEDEND, SIZE AS REQUIREDE SIZE AS REQUIRED PLAN ` EXIS77MG GRADE a' SAND BLANKET WARNING TAPE 2A..A.i'`. '`� - - � � oaf .o•, ••p,o 6' °o•`S o STREET LINE 314" BROKEN TRAPROCK PROFILE 2"x2" WOOD STAKE WITH 4"x4"x 1/4" STEEL CAP NOTES.- 1. FOR TRENCH REQUIREMENTS, SEE TYPICAL TRENCH SECT70NS DETAIL & SPECIFICAT7ONS 2. PIPE SHALL BE LAID AT A MINIMUM 29 SLOPE UNLESS OTHERWISE APPROVED BY THE TOWN ENGINEER. IN NO CASE SHALL THE PIPE SLOPE BE LESS THAN 19 SANI TARY SEWER LA TERAL NOT TO SCALE GENERAL NOTE REGARDING DETAILS: ALL MATERIALS SHALL CONFORM TO CT DOT FORM 816, LATEST EDITION, UNLESS OTHERWISE NOTED. FINISHED GRADE PAVEMENT OR LANDSCAPE SECTION SEE PLANS APPROVED BACKFILL — 3' OR LESS 2" THICK RIGID _ INSULATION ' �` SAND BLANKET (TOP & SIDES) SEWER PIPE UNDISTURBED J FILTER FABRIC ENVELOPE MATERIAL PIPE BEDDING KInTC. IIQC IAIQI II AT1r)K1 1A/Wr7 r7 rnvl P n\/PP c>=ItiP7Q PIPE' INi IL° V.-)I— I IN J%10 L_M 11\/ IN TvlI—I\L vV vl-1♦ vv,—,♦ ..+,—.it_,♦ , „ �. IS LESS THAN 3 FEET. TRENCH INSULATION NOT TO SCALE SEE PAVEMENT SECTION c . I — APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GFNFRAL STATUTE SECTION 16-345, AS AMENDED, PLACED d �, I 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. I WRAP STONE IN MIRAFI 140N (OR EQUAL) FILTER FABRIC WITH 12" OVERLAP 6' MIN. . PIPE, AS SPECIFIED 3/4" BROKEN TRAPROCK a 3J 6" MIN. O.D. 6" PIPE 6" SECTION NOTE: 1. INSTALL CLAY STOPS WHERE NECESSARY. T YP/ CAL SANITARY SEWER TRENCH SECTION NOT TO SCALE f TRENCH WIDTH. nD d j2". i i:: a V 3000 PSI CONCRETE--'- V • - SEWER PIPE —I�:•• ,� •• I -III•_ _ . . 4. ;:---Ilia: I;I_Il•� ,, ii-1 i� II '4' I Imo: i 4 '1 i .:-1 . i—I !1 L ;i tl I: al 4 �n NO WHERE NEW SEWER CROSSES UNDER OR OVER, WITHIN 12" OF OTHER UTILITIES, CONCRETE CRADLE SHALL BE USED OR WHERE DIRECTED BY THE ENGINEER. CONCRETE CR14DLE & ENCASEMENT DETAILS NOT TO SCALE DUCTILE IRON FRAME AND GRATE INLET AND OUTLET VARIABLE INVERT — ADAPTERS AVAILABLE HEIGHT 4" THRU 24" t—A VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS — FOR: ADS N-12 SDR-35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC "(2)MAXIMUM RECOMMENDED OVERALL HEIGHT 10, t VARIABLE OVERALL HEIGHT "(2) "(1) ADAPTERS CAN BE MOUNTED ON ANY ANGLE ;MINJ 00 TO 3590. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-013, YARD DRAIN DETAIL N.T.S. SWALE SLOPE=0.5% SEED SIDES AND BOTTOM WITH WETLAND SEED MIXTURE ROOF DOWNSPOUT 16' 3 3 >, .,:, CONNECT ADDITIONAL UNIT FOR EACH SPLASH BLOCK ADDITION DOWNSPOUT CONNECTION FINISHED GRADE (MAX. 4 UNITS PER SINGLE FAMILY LINE SWALE WITH COCONUT FIBER STRUCTURE) 12' TEMPORARY EROSION CONTROL BLANKET ROLL IN DIRECTION OF FLOW, ANCHOR AND SECURE STAPLES AS DIRECTED BY MANUFACTURER 12" MIN. COVER BUILDING —� VEGETA TED SWALE FOUNDATION NO SCALE STORMTECH RESIDENTIAL DOWNSPOUT 10' MIN. DRAINAGE SYSTEM (SC-740 UNIT) 51 "W x 30"H x 90.7"L NOTE: INSTALL DRYWELLS AT ALL DOWNSPOUTS WHERE SUITABLE SOILS ARE ENCOUNTERED. R00F LEADER DRYWELL N.T.S. REBUILD BRICK SHELF WITH 1"/FT SLOPE. I BRICK OR CONCRETE INVERT MATCH SLOPE OF MAIN 6" SEWER LATERAL NON -SHRINK MORTAR - 45• ELBOW, ROTATE — DOWN TO SEWER INVERT CONCRETE OR BRICK MASONRY SELF-CLEANING INVERT ,E' tj0 N Nye, s�.•�v 3048 • [try 8" THICK CONC. BASE PRECAST CONC. RISER 4'-0" INSIDE DIA. • " ' EXIST. SEWER MAIN MECHANICAL SEAL .• . (WATERTIGHT) TYP. • I' .. OR FLEX. MH CONNECIION (SEE DETAIL) PLAN CUT 1.5" FLOV - NOTCH IN PRECAST RISER VERTICAL SECTIONS AS REQUIRED PIPE TO RECEIVE LATERAL STAINLESS STEEL PIPE STRAPS, WITH STAINLESS STEEL 8" PVC ANCHOR BOLTS W/ INSEPTS (TYP.) BITUMAS-i IC DAMPPRC OFING SECTION A —A S,4NI TARY SEWER MANHOLE WITH INSIDE DROP NOT TO SCALE REV. 6-23-06 REMOVE MANHOLE BAFFLE, ADD VEG. SWALE REV. 3-1-06 CHANGE SHEET NUMBER REV. 11-18-05 NO CHANGES THIS SHEET REV. 11-9-05 ADD SMH INSIDE DROP DETAIL, AND DMH BYPASS BAFFLE CETAIL REV. 9-29-05 TITLE BLOCK Detail Sheet Victory Estates 41—Unit Condominium Housing Development Scantic Road East Windsor, Connecticut Map 39 Bik 34 Lot 61,62&62B Zone: A-1 Owner/Applicant Victory Outreach Ministn'.es, Inc. 329 Scantic Road East Windsor, CT 06088 BY DPS J.R. RUSSO & ASSOC;IATES Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOR, CONNEC11C UT 06088 (860) 623-0569 FAX: (860) 623-2185 SCALE DATE SHEET CHECKED NO. AS NOTED 9-9-05 20 OF 20 JF'R 2004-094