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06-48P_DENTAL SERVICES OF SOUTH WINDSOR, LLC_ELLINGTON ROAD
0 3 U LO N O O z O Q' LO N O CD 0 0 0 0 U r Ilk 0 %xi t 60 1169 Ellington -Roacel South Windsor, Connecticut DRAWING INDEX SHEET TITLE CIVIL SHEET NO. COVER SHEET ................................... .1 of 8 KEYMAP.........................................2 of 8 EXISTING CONDITIONS/DEMOLITION PLAN . . . . . . . . . . . . . 3 of 8 SITE PLAN.......................................4 of 8 LANDSCAPE PLAN.................................5 of 8 PHOTOMETRIC PLAN . ............................. .6 of 8 EROSION CONTROL NOTES . ....................... .7 of 8 DETAIL SHEET...................................8 of 8 PREPARED FOR: Dental Services of South Windsor, LLC 1169 Ellington Road South Windsor, Connecticut 06074 860-289-4955 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOR, CONNECTICUT 06088 (860) 623-0569 FAX: (860) 623-2485 Jf� FIIVAI_ PLAN' TC;-VtIN OF SOUTH WINDSOR AUTHORIZED SIGNATURE DATE: 4-2 I� •°.. ? A REVISED 12-6-06 5 66 STRAWBRIDGE_ CONDOMINIUM Elizabeth M. Marchut Claudia J. Millette 101 Mill Pond Drive 102 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Thomas D. & Michele Andrusio Charles J. Margolis 103 Mill Pond Drive 104 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Harley J. Mowrey James E. Delgreco 105 Mill Pond Drive 106 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Craig J. Peters Anrew C. Hildebrand 107 Mill Pond Drive 108 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Elizabeth A. Ellis Joy Ebanks 109 Mill Pond Drive 110 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Scott P. noble Barbara K Caccomo 201 Mill Pond Drive 202 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Adam D. Kaprove Lloyd & Kimberly Arauz 203 Mill Pond Drive 204 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Denise Boles Laura M. Miller 205 Mill Pond Drive 206 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Janice L. Stosonis Josephine Campoine onn 11;n n, . A n..a__ F.V 1,1111 1- VUC1 VI-1ve 208 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Laura Lemay Deborah Houghton 301 Mill Pond Drive 302 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Wendy Tortomas Rebecca R. Pye 303 Mill Pond Drive 304 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Charles H. Whaley Claire Locher 455 Pennsylvania Ave. 306 Mill Pond Drive Freeport, NY 11520 South Windsor, CT 06074 Valerie A. Riccio John Cunnane, Jr. 307 Mill Pond Drive 308 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Soek Lee & Soyeon Kim Deborah M. Kennedy 309 Mill Pond Drive 310 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Andre Sokolenko Elizabeth Phillips 401 Mill Pond Drive 402 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 F arzaneh H. Samie Phyllis L. Brodeur 403 Mill Pond Drive 404 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Debra J. Batchelder Darren K Miller 405 Mill Pond Drive 406 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Mark Castelhano Brian C. & Linda Putkonen 407 Mill Pond Drive 408 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Sanford E. Summer Michael P. & Ellen T. Madigan 501 Mill Pond Drive 502 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Michael Haskins Sue Anne Zocco 503 Mill Pond Drive 504 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Deborah J. Bush Carol T. Varanka 505 Mill Pond Drive 506 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Carla M. Bravo Todd S. & Jodi Archambault 507 Mill Pond Drive 508 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Michael J. & Heidi C. Hines Heather McCabe 509 Mill Pond Drive 510 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Robert A. Arthur V. Duffy Laura McGilvray 701 Mill Pond Drive 702 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Andre Won Hyuk Kim Bererly W. Ladue 703 Mill Pond Drive 704 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Antonio Santanieilo Allison M. Zotter 705 Mill Pond Drive 706 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Marily C. Koch Sandra I. Koch 707 Mill Pond Drive 708 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Pauline G. Holmes Garry G. & Yvonne I. King 801 Mill Pond Drive 802 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Herman S. & Gary S. Dodge Neil Parille 803 Mill Pond Drive 804 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Louise C. Neary Jean T. De Georgge 805 Mill Pond Drive 806 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Sandra Gaskell Antoinette Baer 1501 Mill Pond Drive 1502 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Robert G. & Elaine A. King Timothy H. Carmon 1503 Mill Pond Drive 1504 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Carolyn G. & Henry F. Rempt, Jr. S & Z Management Co. LLC 1505 Mill Pond Drive 11 Blue Ridge Drive South Windsor, CT 06074 South Windsor, CT 06074 Denise L. Pesce Janice Rudman 1507 Mill Pond Drive 1508 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Mary E. Arendt Roxanne L. Davis 1509 Mill Pond Drive 1601 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 Mara K Buxton Tracy Burger 1602 Mill Pond Drive 1603 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 STRAWBRIDGE CONDOMINIUM STRAWBRIDGE_ CONDOMINIUM STRAWB _RIDGE CONDOMINIUM Jerome F. Lepore 807 Mill Pond Drive Brian A. Patterson 808 Mill Pond Drive Erin Cabral 1704 Mill Pond Drive Natalie Palmer Fernando Grant David P. Wiland South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 1705 Mill Pond Drive South Windsor, CT 06074 2407 Mill Pond Drive South Windsor, CT 06074 2408 Mill Pond Drive South Windsor, CT 06074 500' LIMIT LINE F. Martin & Laura M. Austin 901 Mill Pond Drive Strawbridge Investments Inc. Frederick V. Lim Anthony Urso Joseph Mitchell Gina Lakestream South Windsor, CT 06074 902 Mill Pond Drive South Windsor. CT 06074 1706 Mill Pond Drive South WineiGnr_ r.T nRn7d 1707 Mill Pond Drive CA„+i, w;r.7 o. ,, i 10 nnnnA 2409 Mill Pond Drive C,___1L Tate____ - 2410 Mill Pond Drive _ _ ..______ I .. _ . -- - ,,,,,}, }} ,f111lLJl/}, U 1 ..uu t -1- aeutn Windsor, cT 06v74 South Windsor, CT 06074 Elizabeth A. Morgan Dominick Demartino Donald K & Gail A. Dold Ronald E. Swanson Mary Beth Rossi Keith Purdy 903 Mill Pond Drive South Windsor, CT 06074 904 Mill Pond Drive South Windsor, CT 06074 1708 Mill Pond Drive South Windsor, CT 06074 1709 Mill Pond Drive 2501 Mill Pond Drive 2502 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 David E. Oleary 905 Mill Pond Drive Diane M. Curtis 906 Mill Pond Drive Donna L. Healy 1801 Mill Pond Drive Julie K Brown Stephen Walton Geogia G. Purpura 23 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 1802 Mill Pond Drive South Windsor, CT 06074 2503 Mill Pond Drive South Windsor, CT 06074 2504 Mill Pond Drive South Windsor, CT 06074 Kyra Larry Thomas F. & Josephine K Pricone Heather T. Enstrom Lisa A. Richard Karen M. Neri Patricia L. Hall 24 SITE--� 907 Mill Pond Drive Smith Wineiyr r'T n6n7d 908 Mill Pond Drive ,n1Qo+k W,—A--- rm nannA 1803 Mill Pond Drive C, Ta_�J__� __ nr�nrv. 1804 Mill Pond Drive 2505 Mill Pond Drive 2506 Mill Pond Drive 17 -, NLLIll }11u7V1, .,1 __Ll- wut,n nns iuvr, Ui vov-r,+ South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 Clifford P. Balinskas Robert J. & Suzanne C. Evaristo Matthew C. Akers Carol L. Kohl Eileen M. Toomey Patricia King 909 Mill Pond Drive South Windsor, CT 06074 46 Bonair Hill Road Tolland, CT 06084 1805 Mill Pond Drive South Windsor, 1806 Mill Pond Drive 2507 Mill Pond Drive 2508 Mill Pond Drive 37 CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 Sheila M. Kucko 1001 Mill Pond Drive James L. Oliphant 1002 Mill Pond Drive Edward J. Whalen Dora M. & John K Cooley Leo A. & Mary Ann Gauthier Sara Logan Ellin��on 16 South Windsor, CT 06074 South Windsor, CT 06074 1807 Mill Pond Drive South Windsor, CT 06074 1808 Mill Pond Drive South Windsor, CT 06074 2509 Mill Pond Drive South Windsor, 2510 Mill Pond Drive Road Rte. I1 3 0 CT 06074 South Windsor, CT 06074 Young B. & Yoojin Shin 1003 Mill Pond Drive Philip E. Larkin 1004 Mill Pond Drive Janice G. Cuyler Jospeh & Patricia E. Doiron Barbara R. Dahle Ronald B. & Debra A. Charter South Windsor, CT 06074 South Windsor, CT 06074 1809 Mill Pond Drive South Windsor, CT 06074 1810 Mill Pond Drive South Windsor, CT 06074 2601 Mill Pond Drive South Windsor, CT 06074 2602 Mill Pond Drive South Windsor, CT 06074 1 11 Governors Hwy. . Peter Ratajczak Claudia S. Hickey Georgette T. Paolantonio LauraYoDn Rind k Rar'hara T_;++lo T;,, T-T— .. l—I v..�_____ 1 2 1005 Mill Pond Drive South Windsor, CT 06074 1006 Mill Pond Drive South Windsor, CT 06074 1901 Mill Pond Drive South --rr 1902 Mill Pond Drive ++1115 w i avu }�„}� }t}u, 2603 Mi11-Pond Drive l.Ly V.L1C:11V1 1larvuY—_ 2604 Mill Pond Drive Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 14 Gary Crenshaw 1007 Mill Pond Drive Nancy G. Gordon 1008 Mill Pond Drive Lisa R. Robinovitz 1903 Mill Pond Drive Celia D. Yost Bonnie B. & Thomas J. Quinn, Jr. Stephen 0. Hay 2 10 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 1904 Mill Pond Drive South Windsor, CT 06074 2605 Mill Pond Drive South Windsor, CT 06074 2606 Mill Pond Drive South Windsor, CT 06074 13 David J. & Tracy S. Melody 1009 Mill Pond Drive Richard D. & Sandra M. Olson 1010 Mill Pond Drive John D. Dannahey Mary Anne O'Neil Cheryl L. Gannon Charlotte A. & Robert A Imse South Windsor, CT 06074 South Windsor, CT 06074 1905 Mill Pond Drive South Windsor, CT 06074 1906 Mill Pond Drive South Windsor, CT 06074 2607 Mill Pond Drive South Windsor, CT 06074 2608 Mill Pond Drive South Windsor, CT 06074 Foster Road Joyanne W. Durham 1101 Mill Pond Drive Carol Urick 1102 Mill Pond Drive Leslie Kinder Laurie J. Tursi Melanie M. Cunningham Philip E. & Cherie L. Charpentier South Windsor, CT 06074 South Windsor, CT 06074 1907 Mill Pond Drive South Windsor, CT 06074 1908 Mill Pond Drive South Windsor, CT 06074 2609 Mill Pond Drive South Windsor, CT 06074 2610 Mill Pond Drive 61 �� ® location Plan South Windsor, CT 06074 NancyDixon 1103 Mill Pond Drive S & Z Management Co., g LLC 11 Blue Ridge Drive Marlene G. Frost Susan V. Dufour Louise L. &James J. Galvin Kenneth P. &Cheryl M. Olander 1"-200' South Windsor, CT 06074 South Windsor, CT 06074 1909 Mill Pond Drive South Windsor, CT 06074 1910 Mill Pond Drive South 2701 Mill Pond Drive 2702 Mill Pond Drive Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 Edward H. & Mary M. Cameron 1105 Mill Pond Drive Kathleen E. Wheeler Joanne T. Adamik Wayne D. Earle Robert Dipersio Lena J. Dandridge Map Lot Name & Address South Windsor, CT 06074 1106 Mill Pond Drive South Windsor, CT 06074 2001 Mill Pond Drive 2002 Mill Pond Drive 2703 Mill Pond Drive 2704 Mill Pond Drive 48 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 10 AJST AJST South Windsor, LLC Jason C. Cain 1107 Mill Pond Drive Filomena Pistoia Bernadette F. Ekstrom Ameti Pellumb Wing-Keung & Wai-Yee Fung Chung Yeun & Oi Lan Lee Dobson Road Vernon, CT 06066 South Windsor, CT 06074 1108 Mill Pond Drive South Windsor, CT 06074 2003 Mill Pond Drive South Windsor, CT 06074 2004 Mill Pond Drive South Windsor, CT 06074 2705 Mill Pond Drive South Windsor, CT 06074 5 Delbon Lane 11 Lillian T. Chapman Avon, CT 06001 Diane Cordiliko Beth L. Gerhard Jeffrey L. LHon g Kimberly M. Brighenty Patricia C. Cook Stefan M. Poth, Jr. 1150 Ellington Road South Windsor, CT 06074 1109 Mill Pond Drive South Windsor, CT 06074 1110 Mill Pond Drive South Windsor, CT 06074 2005 Mill Pond Drive 2006 Mill Pond Drive 2707 Mill Pond Drive 2705 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 12 NanNan Nancy A Palauskas John L. Reizian 1201 Mill Pond Drive Irene J. Cote 1202 Mill Pond Drive David A. & Diana M. Sherman Somudra Chakraborty Melissa H. Dinapoli Carolyn Ruth Carr Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 2007 Mill Pond Drive South Windsor, CT 06074 2008 Mill Pond Drive South Windsor, CT 06074 2709 Mill Pond Drive South Windsor, CT 06074 2710 Mill Pond Drive South Windsor, CT 06074 13 Michael J. & Kimberly A. Brault 25 Foster Road Ernest Arnold Cornies 4567 Namur St. Jennifer L. Wilson Susan B. Kamm Diana I. Rios Kenneth A. Batt Scott A. Sokolowski South Windsor, CT 06074 Pierrefonds, Quebec, CA H9A-2S2 P.O. Box 311 Mendham, NJ 07945 2009 Mill Pond Drive South Windsor, CT 06074 2010 Mill Pond Drive South Windsor, CT 06074 2801 Mill Pond Drive South Windsor, CT 06074 2802 Mill Pond Drive 14 Ellington Capital LLC South Windsor, CT 06074 Andrea E. Mozur Arthur J. & Tammy Drab Irving B. Watt Mary Jaroszynski Susan P. Bowhall Anne C. & John T. Seddon, III c/o Windsor Management 100 Corporate Drive Suite 104 1205 Mill Pond Drive South Windsor, CT 06074 1206 Mill Pond Drive South Windsor, CT 06074 2101 Mill Pond Drive 2102 Mill Pond Drive 2803 Mill Pond Drive 2804 Mill Pond Drive Windsor, CT 06095 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 Lynn K Welborn 1207 Mill Pond Drive E. Rosa Castro 1208 Mill Pond Drive Nancy Plefka Santo & Jill L. Cianci S & Z Management Co., LLC Andres M. Lopez 16 Michael Johnson 1153 Ellington Road South Windsor, CT 06074 South Windsor, CT 06074 2103 Mill Pond Drive South Windsor, CT 06074 2104 Mill Pond Drive 11 Blue Ridge Drive 2806 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 Jill F. Gryszkiewicz 1209 Mill Pond Drive Tuyet Hoang 1210 Mill Pond Drive Carolyn J. Anderson Nancy L. Murray Vivian A. Christman Jason S. Yim 17 Oak Meadow South Windsor, CT 06074 South Windsor, CT 06074 2105 Mill Pond Drive South Windsor, CT 06074 2106 Mill Pond Drive 68 Woodford Hills Drive 2808 Mill Pond Drive 23 Strawbridge Condominiums South Windsor, CT 06074 Avon, CT 06001 South Windsor, CT 06074 Marcy Lee Matyskiela Anne L. Bjorkland Vivek Natarajan Gary E. & Cynthia C. Waterhouse 37 Wayne E. &Francine A. McKinney P.O. Box 296 1301 Mill Pond Drive 1302 Mill Pond Drive 2107 Mill Pond Drive 2108 Mill Pond Drive Manchester, CT 06045-0296 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 David A. O'Neill Margaret F. Cerrigione Linda L. Quirci Diane J. Thomas 49 1 Patricia C. Ericson & Lyn Schoppman 1200 Ellington Road 1303 Mill Pond Drive 1304 Mill Pond Drive 2109 Mill Pond Drive 2110 Mill Pond Drive OAK MEADOW South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 Michelle A. Collier Georgene S. Leavitt Gregory P. & Angela K Pudenz John D. & Susan W. Hanzelko Raymond A. & Berdeana J. Shaw Annie L. Fleeting 2 John T. & Sandy F. Pagliaruli 40 Foster Road 1305 Mill Pond Drive 1306 Mill Pond Drive 2201 Mill Pond Drive 2202 Mill Pond Drive 8 Podunk Circle 15 Podunk Circle South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 24 Town of South Windsor Maxine Borghesi Lisa A. Carroll Guillermo F. Lugo Eileen Atherton Thomas G. & Lisa M. Bengtson Omar B. Sabouni 1540 Sullivan Avenue 1307 Mill Pond Drive 1308 Mill Pond Drive 2203 Mill Pond Drive 2204 Mill Pond Drive 12 Podunk Circle 11 Podunk Circle South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 Jason T. & Kimberly A. Gott Kenneth M. & Phoebe T. Dedonis Kristen J. Kleiman Judith A. Wallace Primesh Pinto & A. Amarosa Sandeep & Priti Bhatnagar 61 10 Mitchell A. & Rae C. Slowick 37 Foster Road 13091 Mill Pond Drive 110 Mill Pond Drive 2205 Mill Pond Drive 2206 Mill Pond Drive 16 Podunk Circle 7 Podunk Circle South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 Jason J. Wojnar Nanette E. Delmonte Jung E. & Jeong E. Kim June M. Posten Gerri B. Potash George J. & Stacey A. Marcotte 1401 Mill Pond Drive 1402 Mill Pond Drive 2207 Mill Pond Drive 2208 Mill Pond Drive 20 Podunk Circle 24 Podunk Circle South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 REV. 12-6-06 NO CHANGES THIS SHEET Patricia E. Hyland Kevin L. & Portia Bennett Todd E. Greene Gregory A. White Vincent J. & Kathleen C. Cardella Gail A. Vickery RFV. 9-99-06 1403 Mill Pond Drive South Windsor, CT 06074 1404 Mill Pond Drive South Windsor, CT 06074 2209 Mill Pond Drive 2210 Mill Pond Drive 25 Podunk Circle South Windsor, CT 06074 21 Podunk Circle Kerr Map South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 Richard F. & Helen Larkin 1405 Mill Pond Drive Jonathan Smyth 1406 Mill Pond Drive Christopher J. & Shelley A. Judd 2301 Lynn M. Obomalayat n Building Addition Mill Pond Drive 2302 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 1169 i Ellington Road Joseph A. Cappetta Thomas M. Greeno Roberta Hartmann Nicoletta South Windsor, Connecticut 1407 Mill Pond Drive 1408 Mill Pond Drive 2303 Mill Pond Drive 39 Cider Brook Drive South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 Wethersfield, CT 06109 Applicant Manoj Alsi 1409 Mill Pond Drive James E. Sole 1410 Mill Pond Drive Clarice Q. Taylor 2305 Mill Pond Drive Mallika Kantayya 2306 Mill Pond Drive Dental Services of South Windsor, L South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 1169 Ellington Road Dayal C. & Vibha D. Patel 1604 Mill Pond Drive Anne Okonis 1605 Mill Pond Drive Steven B. Pelletier 2307 Debra L. Gates South Windsor, Connecticut �6�74 Mill Pond Drive 2308 Mill Pond Drive South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 289-4955 Anoop Jacob Mathew Scott Sancho Margaret M. Fitzgerald Alexie & Inna Lovkin 1606 Mill Pond Drive 4 Harnish Lane 2309 Mill Pond Drive 2310 Mill Pond Drive South Windsor, CT 06074 Wallingford, CT 06492 South Windsor, CT 06074 South Windsor, CT 06074 , f J.R. � ��� N � � ASSOCIATES. � � �^t �- 4►.�' O q S Michelle M. Milner Edward Wilson, Jr. Thomas A. Westbrook Philip P. Apter TO THE BEST OF MY KNOWLEDGE MAP IS SUBSTANTIALLY CORRECT 9�1D BELIEF THIS 'S NOTED HEREON. -`� f� • • 1.,�.I.L iTE Land Surveyors & Professional P.O. Box 1264 1609 Mill Pond Drive 2401 Mill Pond Drive 2402 Mill Pond Drive. �4 Engineers Hartford, CT 06143 South Windsor, CT 06074 South Windsor, CT 06074 South Windsor, CT 06074 a9'3"F Coax Grace Cable MArgaret Swisher Michael A. Burness Gregory R. Morhardt t <,/ �'<, U N 1610 Mill Pond Drive South Windsor, CT 06074 1701 Mill Pond Drive South Windsor, CT 06074 2403 Mill Pond Drive 2404 Mill Pond Drive 7HIS PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH AND/OR OTHERS+°{,��' ` :<' ',' : "` `f"> 1 SHOHAM ROAD South Windsor, CT 06074 South Windsor, CT 06074 SOURCES OF INFORMA170N. !T IS NOT TO BE CONSTRUE73 AS HAVING BEEN q' - EAST WINDSOR, CONNECTICUT 06088 Therese M. McCarthy Betty -Fay Simpson Mohamed Sallam Marabeth K Fallacaro OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE r�o.ui� }� (860) 623-0569 1702 Mill Pond Drive 1703 Mill Pond Drive 2405 Mill Pond Drive 'Windsor, 2406 Mill Pond Drive AS AN ACCURATE FIELDSURVEY MAY DISCLOSE. IT CONFORMS TO THE CLASS "D" 5�� ���' South Windsor, CT 06074 South Windsor, CT 06074 South WiCT 06074 South Windsor, CT 06074 " REQUIREMENTS OF THE CODE OF RECOMMENDED PRAC77CE FOR STANDARDS OF �, y yr ,YAO 41t � FAX.. (860) 623-2485 ACCURACY OF MAPS" OF THE CONNEC77CUT TECHNICAL COUNCIL, INC. ,y ��,� j .�„°°'' SY SCALE JDATE ISHEET ICHFCKFn Imn rn 3 rn N O O O z 0 Ce 2 LO N O CD O O O O ca 0 N/F STRAWBRIDGE CONDOMINIUMS ZONE MF-A ------------ ----------- , �=..k 84jk A A A A 1 1 , Raw of Pis - - - - - - - - - - - - - . . . . _ _ ROW - ------ 78- `^\ 78 80- \\ / 78xl SEE DETAIL #1 78x5 ER _ J 12„ MPL r , t r ' r ' it 12" 1 � . -82- _ _ �/ "/ PINE F.1'>S�� r 12" , r INE � NIF I I I, -------------------- - - - -- - -- - - - - -- r '-W ' �' S.W.L.R. STRAWBRIDGE CONDOMINIUMS r' ' CO ?�' / EXIST. SIGNS TO BE REMOVED G8 - -�� ZONE A-20 ZONE MF-A r U_ - r r , r � � REMOVE &, RESET �' EXIST. -LIGHT, POLE 'TREE TO BE REMOVED PAVED DRIVE TO ' BE REMOVED ' t 82- -IROa PIN -- _ _ -- HELD - 5 7 0 °55' V5" ' - 217.37' -1- - - t EXIEEPMTDAED=217.13) Q P x4 10' BUf DUMP TER ----- EXIST. PAVED PARKING TO BE _ _ - ,' ', \ REMOVED & REPLACED _ 40' REAR YARD r \ RAILROAD TrEs EXIST. ENTRY AND WALK TO BE HDCP SIGN REMOVED RAILROAD 'TIE TO BE RtMOVED88� ------ -- ----- r t ti Q4I 0 0 1 8" r ` GUY ,� 103.45' \ \ WIRE F CE TO C SNET P ST N7 °03 37 E - " - - - - - - "'- _ _ _ _8$ - J `� N79°03'37"E NOT FOUND - o �' - pt G �H - OH pH QiiOH OH �' OH `'- CH �' - OH �'- pH OH �'- pH ~ pH G -6-H- UH --�' �H OH OH�H - OH �T 'r - - - OH �'- OH �'- �H OH �'- fJ1i �'- OH -r' OH -� - -� X ________ ��------- 8-0H- ROX TEE - SAWCUT PAVEMENT 1' BACK FLP74.28 (Record) REMOVE EXIST. CURB FOR NEW 7 ' FROM EXIST. FACE OF CURB CURB CUT-, EXIST. SAN. MH /' I ,,,_--g$AN. MH ------------- -------'EXIST. STF=87.0 Tf=85.9 EXIST. CURB CUT TO BE _ - - - - FL=69.02 (Record) FL=69.46 (Record) \ CLOSED &RELOCATED \ Ellington`, Road Rte. 30 APPROX. TEE ` FL= 78.1 J (Record) - \. WATER -------------- ` MH 0-, ` -w -w -v -w w -w -v w w w -v -w -Tw-v-_--vr_W -w -v w -v w -v -v -v w -w -v -w -w -v -w N/F MICHAEL JOHNSON VOLUME 1280 PAGE 2 --- - -T/RON BAR HELD BENTPIN F 1 DETAIL 1 BEN7 _ PIN FOUND DETAIL 2 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. ----\ & REPLACED '/,EXIST BUILDING" Tfi; `_ _ _ _ - SECTION OF UTILITIES TO o J ^Jw - - � 1169 ELLINGTON ROAD. - ' ' - _ _ _ _ BE REMOVED /' r f / / ------------- 84-----------' 18 i � - OIL TANK ON _-- ---- � q CONC. i. % ' �� ' % FT\ CONC. PAD PILL ' WALK �/ �i i FTO BE REMOVED 12" TEMPORARILY CUT UTILITIES WIRE FENCE MP COORDINATE W/ UTILITY COMPANIES -8 Fr \ TREES TO BE REMOVEDA 4t4 ' MAP 18" 40-NI' FR YARD /, .� i %I� PINE Fp t �/ �iEXISTf/ PORTION OF --GAR. LANDSCAPED AREA LANAREA DSCAPE \\oT0 BE REMOVED F, MP ` , I �8 / \ EDGE OF ' \\g \Fr EXIST. BIT. 1 88 - - -LA19 SCARE AREA 200. 00' SIGN, - (DEED\� ISTANCE HELD) Fr SEE DETAIL #2 80.25' CONK. HWY MOP DISTANCE HELD HELD EXIST BIT. DRIVE El ZONING DATA BLOCK ZONE A-20 & OCO OVERLAY ZONE MAP REFERENCES: 1. SITE DEVELOPMENT PLAN FOR RICHARD GRIGORIAN ELLINGTON ROAD SOUTH WINDSOR DATED JANUARY 1973 BY WILLIAM J. CARRINGTON, L.S. 2. CONNECTICUT STATE HIGHWAY DEPARMENT RIGHT OF WAY EAST HARTFORD - WAPPING ROAD FROM A POINT 1,070 FEET SOUTHERLY FROM THE PODUNK RIVER, ROUTE NO. 15 #132-04 SHEET 2 OF 3 DATED 11-30-36 3. PLOT PLAN INDIAN RIDGE CONDOMINIUM ELLINGTON ROAD SO. WNDSOR CT REVISED JAN 23, 1984 BY IGOR VECHESLOFF 4. OAK MEADOW ELLINGTON ROAD SHEET 2 OF 6 DATED 5-20-93 REVISED 9-15-93 BY DESIGN PROFESSIONALS DEED REFERENCE: WARRANTY DEED FROM RICHARD GRIGORIAN TO 1169 ELLINGTON ROAD, LLC DATED NOVEMBER 16, 2004 NOTES: 1. Parcel lies outside of the 500 year flood plain per flood Insurance Rate Map Town Of South Windsor community -Panel Number 090036 0006D Map Revised February 23, 2001; 2. Parcel does not contain inland wetlands as shown on South Windsor Inland Wetlands & Watercourses Map. 3. Elevations are approximate NGVD 29 per map reference #1; 4. Bearings are approximate NAD 27 per map references #1 & 3; 5. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, from parole testimony and from ^vtt''�" on„rnoc These t +' + 1•a,...,..a t_ ii.:i uvui°.ca. tiaivia�iviifV� Sllu.�llr uc ivilaiUGlCc1 as appi'UXliilal.e 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 determined and verified by the appropriate authorities prior to any construction. 6. Existing building is non -conforming with respect to present zoning front yard requirements; 7. Variance was granted on October 5, 2006 to allow an 8' buffer in the rear yard. Variances were granted on November 3, 2006 to allow impervious coverage of 57% and allow a 2' overhang on the existing non -conforming structure. 8. Highway line was established by 1.) Holding Connecticut Highway Monument found 80.25 feet west of parcel and 2.) Holding the deed distance along the easterly property line from the pin held at the Southeast corner; Connecticut Highway Monument to the east has been destroyed; Connecticut Highway Monuments on the north side of Route 30 may have been disturbed; LEGEND: -o- UTILITY POLE c WATER GA TE GAS GA TE O EXISTING MANHOLE ❑ EXISTING CATCH BASIN -D- SIGN HYDRANT - EJ - U. G. ELEC. & TEL. LINE _G - U.G. GAS LINE - w - U.G. WATER LINE -CH - OVERHEAD UTILITIES EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING CONTOUR 256xO EXISTING SPOT GRADE O EXISTING I.P. REQUIRED EXISTING LOT AREA* 30,000 S.F. 31,352 S.F (0.72 ac.) LOT FRONTAGE* 150' 200' LOT DEPTH 150' 150.5' FRONT YARD 40' 29.5' (SEE NOTE 6) REAR YARD 40' 70.4' SIDE YARD 10' 36.0' MIN. BUFFER WITHIN SIDE & REAR YARD* 10' 10' STORIES 2.5 1.5 HEIGHT 30' 24.1'f BUILDING COVERAGE 20% 5.0% (1,572 s.f.) IMPERVIOUS COVERAGE* 40% 45.7% (14,316 s.f.) * REQUIREMENT BASED ON SECTION 5.6 - OCO OVERLAY ZONE ** YARD SETBACKS MEASURED FROM BUILDING FOUNDATION TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBS A'N7IALLY CORRECT,�Se=tVtOTED HEREON. his survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the 6gjdgg ; regulations of Connecticut State Agencies - Minimum Standards for Surveys and Maps in the State of odti F onnecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Property Survey ,+'A� f` rased on a Resurvey conformingto Horizontal AccuracyClass A-2 and a To o ra hic Survey conforming to ®`,' ° ,�ww • ry 'opographical Accuracy Class T 2. P g P g /y 1 a �•, �!c -. J` 90 so era -y".a .-I,, :f 44-, z,--- +r,^ r:, -----' REV. 12-6-06 NO CHANGES THIS SHEET REV. 9-22-06 NO CHANGES THIS SHEET N/F STRAWBRIDGE CONDOMINIUMS ZONE MF-A 20'-6" PVC SDR-35 ROOF POLE MOUNTED LIGHT FIXTURE 10' STANDARD ADA 12' HIGH, TYP. OF 6 SPACE W/ 5' AISLE (SEE LUMINAIRE SCHEDULE SHEET 6) _1 r 8' VAN ADA SPACE W/ 8' AISLE �.. ROW, OF LEADER DISCHARGE PIPE S=0.5% 78 AREA DRAIN/OVERFLOW ' TFd-0$1:7Q_ ` FL=79.34 2'-6" PVC SDR-35• ' 82 - /- S=0 sm SUBSURFACE RETENT1014 SYSTEM j FIVE (51 STORMTECH SC-740 CHAMBERS J`!' •,�,.,.` BOTTOM LEV.-77.50 •� -•` ," J $_.1.'.� 7 !" r. HELD S78°55' 05" W -f--'11.2'f of -cot- 78r. i .- -'30 .-.-_. - ... O•/'Y O,Y- - �----• .._... _� DEED=217.1 80.6 \ 9 r ,m l ` 5 R 9, l CONC. CURB ZV 40' REAR YARD WALL PACK BUILDING MOUNTED I k 10, LIGHT 10' HIGH, TYP.� OF,3 -' P 1:�'' 81.4 - - - " 82 . 4 R771- (SEE LUMINAIRE SCHEDULE SHEET �� - t- .7 r •1 I 18' 81.4 4'R 10'R t GS1 J 2` �dAr� STRAW N F2.t �;J /, / 83/ `>r`'f%<i%%% 8 -- f i-gl;g--- ,__7 _--'' BRIDGE CONDOMINIUMS 1' rn I cp V m - ' i �' % 1 l; "'/� �� _ _ - - - 'ZONE MFA r�> \\i // T.o.w.-ti4.0 " t f / - - f!-! l,:��i;1"iJJ,l:ii"f,.'i�l%'•y'•'ii --� 17-6 f', / ',: /� -01An f7 f : :/ f . 1.?% ?,�7�i?;;r:.Y.'i fnJi: �� t1,•1��" Q �• / , 16.1 GLr_Ir IJ ! .�1 •I rl O/�i L� •:'•f.;:!.i';:+%/•':1�f•fi::'y.'•%!.'f•>:•:�:,✓•,::.;:F;! PROP 5.4 S F. ADDITION FOR • • S.F. I ' � � ! / / / ''�:::?.''/.',f'• .: i. f�.,??.'%;•:.;'/:: T.O.W. ELEVATOR SHAFT ', •.:.,..<w � .. o �. � ..:3.<:,f�:... , WibE CONS' SIDEWALK ' / ,� / cc ncrAu -n STONE CHECK DAM TOP ELEV.=79.6 '� r CONC. DUMPSTER PAD SURROUNDED BY 6 HIGH CHAINUNK FENCE W/ PRIVACY SLATS t / N/F MICHAEL JOHNSON VOLUME 1280 PAGE 2 S. W. L. R. _.84 ZONE A-20 TRFFS TO RF RFmnvrn APPA I?FCPengrn AND NEW TREES INSTALLED IF DEFERRED PARKING SPACES ARE DETERMINED TO BE REQUIRED FENCE 5' WIDE CONC. SIDEWALK INTEGRAL W/ CURB STONE RETAINING WALL & STEPPED REQUIRED EXISTING PROPOSED DEFERRED - -=_� - / PLANTERS BY OTHERS LOT AREA* 30,000 S.F. 31,352 S.F 0.72 ac. 31352 S.F. Z. i 0' F Cila� YARD I , i ( ) , f ' PARKING LOT FRONTAGE 150 200 200 EX GHT - - - - - - - (-�P) / LOT DEPTH ** 150 150.5 150.5 4 , RESET, 1ST. ' 1 ` s FRONT YARD 40 29.5 (See Note 6) 29.5 r 7 p� T f 40 70.4 70.4 POLE ON,.NEW BASE �, r /' �. REAR YARD** ' REPLACE FlXT�1R IF _.-� r t `� F, I SIDE YARD** 10� 36. 0' ' i1NOT FULL CUTOFF 6" ; , \ 40.33 I �; _ _ _ MIN. BUFFER WITHIN SIDE & REAR YARD* 10 10 8 (See Note 7) DEFERRED PARKING TO BE: STORIES 2.5 10' 1.5 u°o t'; •mac` tvi, ,..z `�, i �• '/, REMOVE, EXISTING PAVEMENT (� r� � , � I '- - - - - - - - - F: r CONSTRUCTED _WITH PERVIOUS HEIGHT 30' 24.1'f 29'+ LOAM, S�EQ,,& MULCH (TYP) - i�� n_ �. - �� s� M,-.......1.-..•.- .. rI 1 --- _ '-� ;'t `�' 1_ n�vUryNtV . ' ! PAVERS IF REQUIRED BUILDING COVERAGE 20% C,- ; I?� ' -XIS 7: 5.0% (1,572 s.f.) 9.6% (3,011 s.f.) f�'.. �..... _ ♦. UTILITY, SERVICES ! IMPERVIOUS GUY _ 8£s �, - _ - - LiII RE AREA , " 00,00' � _ _ - _ _ _ _ _ � 1 �'.._ i COVERAGE*40% 45.7% (14,316 s.f.) 56.8% (17,784 s.f.)(See Note 7) 103. 45' ♦ ♦ WIFE r ^ 8 - I SYCh, 1 i ( 80.25' CONN. HWY MON TO C\� S,vl ; , > ; r . �" 1 "`��'- - -- 'S E � � _ _ C � HELD * REQUIREMENT BASED ON SECTION 5.6 - OCO OVERLAY ZONE • ` � :- . ` � , ANC (DE T HELD) SEE DETAIL #2 � "�_ _ _ _ DISTANCE HELD NOT FOUNDn`- . --__. 1 N7 °03' 37"E _ " ` - - d _DE ° ** YARD SETBACKS MEASURED FROM BUILDING FOUNDATION "n -r-._-..1. a- u _ . `L -!.... G - r, _ ll ' _ - `�8 - 1 �'Q_ �= . ,.`r.. i D N79 03 37 E - :- (�'""" un ....... fill -•-- i,i•, Lri _......- CH nH ' - Dh -G - CH u { n-�_G ,_ G �._ ._. - �l I •i I�,,.` ,- -' (� k r - - n: JFI DF -.... O GH ._...._'r.141 C r• -1-^ �:•::::.._� _ _ :i ..... vb i.........: 7H Z _ TXO - - _ - - - - - - - ............ ....._..._...._..... _.-.._ -30LF BIT. CONC. `\� APPROX. TEE CONTRACTOR TO PERFORM TEST FL•-l4.28 (Record) l % / UP CURB PiT TO CONFIRM LOCATION OF Ic! _ ., EX,1-,tT TAN. H / EXIST. WATER AND SANITARY CONNECT TO EXIST. GAS -M�#N_ _ _ _ _ _ _ _ _ �_ _.... _ EXIST sA.v. ,tsH_ Tr"•-85.9 -% SERVICE PRIOR TO COORDINATE.-W%•-YANKEE GAS CO. F1=69.c,2 �:Pccord) Fl.=69.46 (Rer., rd) ♦ CONSTRUCTION - l ` JJ''11 j])}�}'l� () ))} r] {�f fj f1e '{) j{ T F PROVIDE -'CLEAN SAWCUT & TACK +'♦ ,-Vf1 1 KIM . • \.--- 1./ l: l: L: < l: � �i�`�,`\ .� l/ �J \.(: .S. 4 V �i c.J �/ ArPRc?Y ,!_(. tArANU LANUJt;APt AKtA _/ i F-L•=78.?.3 (Rec�rd� - •k%O"aI EDGE PRIVR TO INSTALLATION �,� ;;z IN FRONT OF ADDITION - - - - - -' - - - - - - OF NEW PAVEMENT .......... . .......... .......... - - tfN-,d �; a - -w _� -u -1-w -w -.._w ...._�.W ..........w - -� -W -s+ V LEGEND: UTILITY POLE WATER GATE GAS GA TE PROP. AREA DRAIN EXISTING MANHOLE EXISTING CATCH BASIN SIGN HYDRANT U. G. ELEC. do TEL. LINE V. V. V/iJ L//vr_ U. G WA TER LINE OVERHEAD UTILITIES MAP REFERENCES: 1. SITE DEVELOPMENT PLAN FOR RICHARD GRIGORIAN ELLINGTON ROAD SOUTH WINDSOR DATED JANUARY 1973 BY WILLIAM J. CARRINGTON, L.S. 2. CONNECTICUT STATE HIGHWAY DEPARMENT RIGHT OF WAY EAST HARTFORD - WAPPING ROAD FROM A POINT 1,070 FEET SOUTHERLY FROM THE PODUNK RIVER, ROUTE NO. 15 #132-04 SHEET 2 OF 3 DATED 11-30-36 3. PLOT PLAN INDIAN RIDGE CONDOMINIUM ELLINGTON ROAD SO. WNDSOR CT REVISED JAN 23, 1984 BY IGOR VECHESLOFF 4. OAK MEADOW ELLINGTON ROAD SHEET 2 OF 6 DATED 5-20-93 REVISED 9-15-93 BY DESIGN PROFESSIONALS I 4Qy," •t• � u 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 ^�/hosoA,00�� AREA CODE 860 / 644-2511 November 14, 2005 CERTIFIED # 70020460000197444415 Dr. Gregory Harolan 1169 Ellington Road South Windsor, CT 06074 RE: Application #2661-05 -Dr. Gregory Harolan, 1169 Ellington Road, A-20 zone Dear Dr. Haroian: At the meeting of the South Windsor Zoning Board of Appeals held on November 3, 2005, the Board approved your request for two variances: 1) a 2' variance to section 5.6.3e to allow for an 8' buffer (10' required), and 2) a 13.2% variance to section 5.6.3i to allow 53.2% impervious coverage (40% allowed) for property located at-1169 Ellington Road, A-20 zone. The Board concluded the hardship to be that the inability to meet the parking requirements without this variance. The Board placed the fnllnwinn-nditinnc nn fhre annriratinn- 1. Site plan approval is required. 2. in the event that parking spaces 35-43 (shown as reserved spaces on the plans) are constructed, they must use a! !-pervious surface in their construction. 3. The existing buffer to the west of the building must be maintained. Any new building, or alteration/additions to existing buildings, requires a building permit prior to start of construction. These actions are effective upon. your filing the enclosed form in the Town Clerk's Office at your own expense. Very truly yours, Ste he�a�e� p W gn r, Chairperton Zoning Board of Appeals SW:dr cc: Building Department 20 � r /'�i�%f2 07' t�Q:�GLI L WG`ZC�LYL 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 IN:TELEPHONE (860) 644-2511 October 13, 2006 GRAPHIC SCALE 0 10 20 40 CERTIFIED # 70020460000197442527 Dr. Gregory Harolan 1169 Ellington Road South Windsor, CT 06074 RE: Application #2687-06 - car. Gregory Harolan, 1169 Ellington Road, A-20 zone Dear Dr. Harolan: At the meeting of the South Windsor Zoning Board of Appeals held on October 5, 2006, the Board approved your request for the following: 1) a 17' valiance to section 5.6.3 ([)to allow impervious coverage of 57% to correct the variance granted on 11/2/2005 (appl. #2661-05); and 2) a variance to section 3.7 to allow a 2' overhang, on an existing nonconforming structure, on property located at 1169 Ellington Road, A-20 zone. The Board.concluded the hardships to be as follows: 1. The Inability to meet parking requirements without the Variance. 2. The design of the property, size of the property and use of the building as nonconforming, 3. The inability to restore the building to its historic appearance. Any new building, or alterationfadditions to existing buildings, requires a building permit prior to start of construction. These actions are effective upon your filing the enclosed form In the Town Clerk's Office at your own expense. Very truly yours, ZAh-ou-o (31 Thomas Berstene, Chairperson Zoning Board of Appeals TB:dr cc: Building Department ( IN FEET ) 1 inch = 20 ft. 41 i 11 1/ I 1 J EX75'7: �....,�k..,,.,:...V.....�.,.M„N..:.:.•:m�,....,..:.°.,,,,::.,•,,,:.,,..,,,-,�,.,.k....,.�„�.w,...�.N,.,m,m,..,.N.,,M..,�,,..,..,,.�..�....,... 1 1.31 T. Df2; iiL' 80 <o•" •t. s �� `%turn. o�v�•outA `liiuurkdc 1540 SULLIVAN AVENUE . SOUTH WINDSOR. CT 06074 °soc•c° TELEPHONE (860) 644.2511 CERTIFIED MAIL 70041160 00021060 4732 November 17, 2006 Dental Services of South Windsor, LLC 1169 Ellington Road South Windsor, CT 06074 Gentlemen: Re: App106-48P, Dental Services of South Windsor, LLC We are pleased to advise you that the Planning & Zoning Commission voted on November 14, 2006, to approve with modifications the above referenced application for a special exception to Article 5.6.3 and a Site Plan of Development. This approval is for the construction of a dental office at 1169 Ellington Road, A-20 zone, as shown on plans prepared by J.R. Russo & Associates, Job No 2006-025 dated 9-22-06, as revised. This approval is subject to the following modifications: 1. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 2. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $3,000. 3. A landscape bond in the amount of $2,000 is required and must be submitted prior to filing of mylars. 4. All bonds must be in one of the forms described in the enclosed Bond Policy. 5. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. The building street number must be included on the final plan. 8. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 9. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. Sign design must be submitted to this commission for approval. 10. The Town Engineer's review comments dated 11/2/06 must be addressed to the Town Engineer's satisfaction. 11. The light fixture specifications on the plan must match the cut sheet for full cutoff fixtures. 12. ZBA approval letters must be reproduced on the plans. Black and white transparent mylars of Sheet # 4 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations and landscaping plans) must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing hn the Officeof the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The attached special exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, Patrick Kennedy, Chairman Planning and Zoning Commission PK/bmm cc: Town Engineer Chief Building Official Assessor $upenn' tendentofhsollutTon on - -- -' -' - Fire Marshal J.R. Russo & Associates EXISTING SANITARY SEWER DEED REFERENCE: �- PROP. STORM SEWER EXISTING STORM SEWER WARRANTY DEED FROM RICHARD GRIGORIAN TO 1169 ELLINGTON ROAD, LLC DATED NOVEMBER 16, 2004 EXISTING CONTOUR zM PROP. CONTOUR NOTES: 256xo FyignAlr. SPAT GR,A,nF 25&.0 PROP. SPOT GRADE 1. Parcel lies outside of the 500 year flood plain per flood Insurance Rate Map Town Of South O EXISTING I.P. Windsor community -Panel Number 090036 0006D Map Revised February 23, 2001; PROP. LIGHT (see notes) 2. Parcel does not contain inland wetlands as shown on South Windsor Inland Wetlands & Watercourses Map. - - - - STAKED HA YBALES OR SILT FENCE 3. Elevations are approximate NGVD 29 per map reference #1; 4. Bearings are approximate NAD 27 per map references #1 & 3; 5. Underground utility, structure and facility locations noted hereon have EROSION & SEDIMENT CONTROL PLAN KEY been compiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, from parole testimony and PS PERMANENT SEEDING from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the �� CONSTRUCTION ENTRANCE v;o+orl,e f rrl,;..l-. ,r... -.. 4- T n n.._-- °- A-- 1 eA1J l.rillvc v1 "1111:11 are 1Ann11VYt11 m,V U.11. 1S LL.5'sV oc- Hssociates. he size, location and existence of all such features must be field determined and verified by the appropriate authorities prior to any construction. GSFGEOTEX m sILT FENCE 6. Existingbuilding is non -conforming with respect to resent zoning front g g p p g yard requirements; RRRIPRAP 7. Variance was granted on October 5, 2006 to allow an 8' buffer in the rear yard. Variances were granted on November 3, 2006 to allow impervious coverage of 57% and allow a 2' overhang on the existing non -conforming structure. 8. Highway line was established by 1.) Holding Connecticut Highway Monument found 80.25 feet west of-Darcel and 2,) Fic,ldina t.hP rlPPri e1iwtanr;e alma tlue ea$+P..i,r TT/•T�T+�1 i;,,� f�..,,,. +1.. , 7a _1 -o S J Y Y ,r 11c 11 v111 1.11G pill 11C1u tl L. the Southeast corner; Connecticut Ili--ghway Monument to the east has been destroyed; Connecticut Highway Monuments on the north side of Route 30 may have been disturbed; ZONING DATA BLOCK ZONE A-20 & OCO OVERLAY ZONE REBAR HELD BENT IRON PIN FOUND DETAIL I TEST PIT DATA: PERFORMED BY J.R. RUSSO & ASSOCIATES ON 8-01-06 TP1 0"- 3" TOPSOIL 3"-12" RED/BROWN GRAVEL (PARKING BASE) 12"-36" RED/BROWN FINE SAND 36"-66" LT. BROWN FINE SANDY LOAM NO WATER NO LEDGE MOTTLING ©36" PERMEABILITY OF LT. BROWN FINE SANDY LOAM = 1.3 FT/DAY TP2 0"- 6" TOPSOIL 6"-12" RED/BROWN LOAMY SAND 12"-%2" LI. BKUWN FINE SAND NO WATER NO LEDGE NO MOTTLING PERMEABILITY OF LT BROWN FINE SAND = 44.8 FT/DAY 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 Resurvey conforming to Horizontal Accuracy Class A-2 and a Topographic Survey conforming to Topographical Accuracy Class T-2. This document and copies thereof are valid only if they bear the live signature and embossed seal of the designated professional. Unauthorized alterations render any declaration hereon null and void. BEN7 PIN FOUND DETAIL 2 TO THE BEST OF VY KNOWLEDGE AND BELIEF THiS MAP /S SUBST N AL Y CORRECT AS {MUTED HEREON. ,e'S Off(/r.. ,. ... (,:sy r a. J O •�`'°•°.`'t� t A. '•°'ff�+•`(!•re lT 1'•e ` �552 v 46g� a T; k�a. ^b ;ERNS,! j`P<S' ,��jS�f•^. <. °��Cee`mh' ' r V p`S iJ R�. .. N�f®oe.,.�! ;•.a ,;fie PARKING CALCULATION USE: MEDICAL OFFICE REQUIRED= 4 SPACES/TREATMENT ROOM PLUS 1 SPACE/EMPLOYEE f A v o nnnvcv\ r. k * n o nVVBdO) -t- tl X 11 EMPLU TBES) 43 SPACES PROVIDED= 43 SPACES (INCLUDED 9 DEFERRED) REV. 12-06-06 APPROVAL CONDITIONS REV. 9-22-06 HEIGHT & NO. OF LIGHTS Site Plan Building Addition 1169 Ellington Road South Windsor, Connecticut Applican t Dental Services of South Windsor, LLC 1169 Ellington Road South Windsor, Connecticut 06074 non Ar1CC LOB"--`tyJJ � J.R. RITSSO & ASSOCIAJL TES Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOR. CONNECTiCUT 06088 (860) 623-0569 FAX: (860) 623-2485 CHECKED BY SCALE DATE SHEET r TA 1 "=20' 9-5-06 4 of 8 IRR 2006-025 rn 3 .a to N O W O O D1 Z Q O W Q z to N O co O 0 N 6 0 O co U LEGEND. -a- c a O -6- E,T - -G - -W — OH — -256- - 256xO ses.o O N/F STRAWBRIDGE CONDOMINIUMS UTILITY POLE ZONE MF-A rs- WA TER GA TE . 785 GAS GATE PROP. AREA DRAIN / EXISTING MANHOLE EXISTING CATCH BASIN ` . - - ' - -• SIGN HYDRANT U. G. ELEC. & TEL. LINE - t U.G. GAS LINE U G WA TER LINE OVERHEAD UTILITIES r,�r-_..._----•---.....____..-------4o>vDFpiltE'S_--'----...__.______._-= .�\ ,;• EXIS77NG SANITARY SEWER 81.�. �.�.L.� .L.� .�.�.�. ������,.�, 1..� �.:�.���::x.� ,�.�.� % .vim .t.�.:. v.�.�._ t.v,�,t� �. �"� ti•� i_�.,i : PROP. STORM SEWER EXIS77NG STORM SEWER ' �' " -IRON. t?IN._ _. - -- _ _ ...._ - _..- - - .. - - - ... _ - -- - - - _. - - - - _.... _ - - -• - - - - - -• - - - •- - ... _ ._ _ ... _ .- �.�..�_��.,�.r.�.'�./..j•�w ...�..•,.�.� �w ...�...� 4 J, .-� ` EXISTING CONTOUR S78 5 05 W PROP. CONTOUR ; r _ _ _ • ,- • - - - - Aft SEE DETAIL #1 EXISTING SPOT GRADE CPROP. SPOT GRADE,�� ' EXISTING I.P. I R _ �•� �r�' / I PROP. LIGHT (see notes) l t,t II ' - • STAKED HAYBALES OR SILT FENCE O 12„ e 61 Lj r 81.4 ' �.� / ^f' da'; �'Itfl \•` 1 �''u, , MICHAEL JOHNSON VOLUME 1280 PAGE 2 -- - - - -- - 82 1 N/F ' ' % ""i� 't\\` I,3 _ .:. s _ _ _, of s�.I -- �..� _-'' - -- --- ;,-..;1�• i��W , S.W.L.R. .I '* , �,. _ r.. _ _ _ ' -\�►i !'_`� ZONE A-20 STRAWBRIDGE CONDOMINIUMS ' ,t 7 / !''! ''i %'/ = L= - - --J- _ _ _ • �,'' / '' `� r7n>,rn ins A � e Corr n, �.- v r r / i � � .fr. .r��i/'./rrf///�,%%..<:,.;. Y�.rt� ',�� ,---_ a r,. it GV1Yl'. 1VSP —Fi `z T / f - - 1%" / / %'%1.3�%j/' • a - _; i / :�• r r:: n•�rr/nwr i•• i v r �. I co '�;�"' �� ••- icXIST P(i1LDh'VG ./�, r i•�,.�Y,1/Mt•� ''t''�"% � WIN . / / l ;`...'i.;,, _ - r TREES TO BE REMOVED, AREA REGRADED, q AND NEW TREES INSTALLED IF DEFERRED +I ,, � I I I :A//l c��C �Ir _ ' /` , <" / 1�/ i ./%,/��1;,,. 1j' ���{.%�//r/:j'/f'' �:.•/ _ � , % j PARKING SPACES ARE DETERMINED TO BE ' t-- -� ',-- __ �// r \ _ t ,' I �/, ,� • i fir,: ', ;/ (�Eg ; . , 6YRE F� ,t, n, REQUIRED t 1/ r f `ifi4 �C.`. � f:,84 r/.} ' � � � i I+�( •.,�} \�Z `, � r i� / % / '+�S{f%.�fiF 9/f/j ��% �f/1>f� .,.� J r , I S � ,; I 1'-. � / // Y//iV•'/.q•� rr fir"%/� r k\ /'/ ------------ RESETI EXIST. LIGHT xj / \ r� \ r ' —t' 1" POLE ON.NEW BASE i ��, REPLACE MXTVRE IF ----- LANDSCAPERE_ � 5��� � � _ _ Fl _ _ _ � / ►� � i NOT FULL CUTOFF '� f \r, � - Afz�%, 6„ �w% i-------- F:J r l rXIS?: - j'UGE 0! I �� ! T ' 8!;t. _ GUY_ 3+� ' S;CArr ���., - _ -7.:�tr ,+ ZA). F AREA1 200.00' - - - - - - - - f 25' +' s + Dr SEE DETAIL 2 ' 80 CONN. HWY MON TO CHD 1lION-- sA�ti r 5r \ / c uy �` ' °p3' 37» E — — - - - - - - - - - N79 °03' 3 r� ' N - ..� r, -- l NOT FOUND - r G > __ �:.- �- -1 - ._ _ _ -use•• J j 7 E - — - GH u:r G G G G rl t ov , .. t ay — 1w Gli n t — -- - -__ Gh Lli h..— Qw G g G G �ftF G G G G ,.::.-+�,...•.u.�.�.,: t} •^ - .. _• • ' ' �• G'1 --- 7ii `�1--- 01, •.-.— .H OH — GH •-._ APPROX. TF1: ADD MIXTURE OF DAYLILYS AND BLACKEYED SUSAN FL-- 74.25 (Record) i + EXIST SAM 'v4j � ,' WITHIN EXISTING LANDSCAPE AREA. LANDSCAPE - �- - - - - -' ' - - T TF=8 . o ....1 f:-�;•9 _.., CONTRACTOR AND OWNER TO DETERMINE APPROPRIATE I `- fl=69.02 (Record) Fl =6946 (neccrd.) NUMBER OF PLANTS IN THE FIELD. r � 7 j - "! � Rte. j (� .1.'f li 1,�.'! g t o'n. `\ Road R t e . 30 APPROX TEr. F L= 78. I J (RecoroJ) `` IYf%I �•�j — W -- V _._._.- y _..... V ........_ W ...........i ......._.. y —V —W W —W —W —.c b! !........ W y _ W —V —W —W —W ..... p: ..............----- w .... —_ W _ W —W — v _ V _.._ EXIST. , ! .13l T. ' DRIVE GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. MAP REFERENCES: 1. SITE DEVELOPMENT PLAN FOR RICHARD GRIGORIAN ELLINGTON ROAD SOUTH WINDSOR DATED JANUARY 1973 BY WILLIAM J. CARRINGTON, L.S. 2. CONNECTICUT STATE HIGHWAY DEPARMENT RIGHT OF WAY EAST HARTFORD - MAPPING ROAD FROM A POINT 1,070 FEET SOUTHERLY FROM THE PODUNK RIVER, ROUTE NO. 15 #132-04 SHEET 2 OF 3 DATED 11-30-36 3. PLOT PLAN INDIAN RIDGE CONDOMINIUM ELLINGTON ROAD SO. WNDSOR CT REVISED JAN 23, 1984 BY IGOR VECHESLOFF 4. OAK MEADOW ELLINGTON ROAD SHEET 2 OF 6 DATED 5-20-93 REVISED 9-15-93 BY DESIGN PROFESSIONALS DEED REFERENCE: WARRANTY DEED FROM RICHARD GRIGORIAN TO 1169 ELLINGTON ROAD, LLC DATED NOVEMBER 16, 2004 NOTES: 1. Parcel lies outside of the 500 year flood plain per flood Insurance Rate Map Town Of South Windsor community -Panel Number 090036 0006D Map Revised February 23, 2001; 2. Parcel does not contain inland wetlands as shown on South Windsor Inland Wetlands & Watercourses Map. 3. Elevations are approximate NGVD 29 per map reference #1; 4. Bearings are approximate NAD 27 per map references #1 & 3; 5. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, from parole testimony and from other sources. These locations must 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 determined and verified by the appropriate authorities prior to any construction. 6. Existing building is non -conforming with respect to present zoning front yard requirements; 7. Variance was granted on October 5, 2006 to allow an 8' buffer in the rear yard. Variances were granted on November 3, 2006 to allow impervious coverage of 57% and allow a 2' overhang on the existing non -conforming structure. 6. Highway line was established by 1.) Holding Connecticut Highway Monument found 80.25 feet west of parcel and 2.) Holding the deed distance along the easterly property line from the pin held at the Southeast corner; Connecticut Highway Monument to the east has been destroyed; Connecticut Highway Monuments on the north side of Route 30 may have been disturbed; P.EA3V l'SCHEDU,LE SYM. OTY. BOTANICAL & COMMON NAME SIZE 4 Pyrus Calieryana (Bradford Pear) 2 1/2*-3* cal. B&S (Pinnt 5 Sf'elln D'Orn nn%Aiiy nrntiinel ane-h) 4 Acer Palmatum (Burgandy Lace Jap. Maple) 30"-36" — 5 Gal. Container 6 Pinus Strobus (White Pine) 4'-5' B&B 'Ar,rl��� '• `- ` 2 Picea Pun ens 'Giauca' Colorado Blue Spruce) 4'-5' B&B O 14 Thu ja Occidentalis 'Nigro' (Dark American Arborvitae) 4'—W B&B 3 Thu ja Occidentalis Pyromidalli (Arborvitae) 4'-5' B&B ' * 11 Azalea, Evergreen (Assorted Colors) 18"-2e — 3 Gal. Container ® 4 Picea Giauca 'Conica' (Dwarf Alberta Spruce) 2e-30" — 3 Gal. Container 40 Stella D'Oro Daylily 1 Gal. Container 12 Black—eyed Susan 1 gal. Container 4 Azalea, Evergreen (Assorted Colors) 18"-2e — 3 Gal. Container ♦ 5 Juniperus Horizontalis 'Wiltonil' (Blue Rug Juniper) 1 gal. Container NOTE: 1. All planting in 3" bark mulch beds on weed control fabric. REV. 12-6-06 APPROVAL CONDITIONS REV. 11-8-06 ARBORVITAE & SPRUCE ADDED REV. 9-22-06 HEIGHT & NO. OF LIGHTS 2i) GRAPHIC SCALE 20 ( IN FEET 1 inch = 20 ft, to 80 ZONE MF-A POLE MOUNTED LIGHT FIXTURE 12' HIGH, TYP. 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EEC to t:3 h6 3s as BUILDING MOUNTED LIGHT FIXTURE 10' r HIGH, TYj. OF .3 • (SEE LUMINAIRE SC4 EDULE) 31 0.2 7 7 9 IL6 1 - tL I _ Le to h.3 t.7 I I I ' h9 L7 'ae U �. I � I - - - - - ae 13 to 3.0 3: I h9 1.3 19 Le L1.6 ---- --- a4 heLOLo � ZONE A-20 .,at���9ttllF3Dli:�rg�f Et\! a�"�°•. `°�.�• ASSISTANCE IN PREPARATION OF PHOTOMETRIC PLAN PROVIDED BY LIGHTING AFFILIATES, LTD. 1208 CR OM WELD AVENUE ROCKY HILL, CT 06067 (860) 721-1171 REV. 12-6-06 APPROVAL CONDITIONS Q7v a-7r)-nF I-IFIr.{-IT Rr Nn_ nF I_IGi40 - GEOTEXTILE SILT FENCE (GSF) HALE BALE BARRIER (HB) TEMPORARY SOIL PROTECTION (TSP) MULCH FOR SEED (MS) PERMANENT SEEDING (Continued) CHECKLIST FOR EROSION CONTROL PLAN 3 J w 0 U) N 0 co 0 0 z 0 Q s LO N 0 W 0 N to 0 0 g 66 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 Fortoe of slope: Locate 5-10 feet down gradient from the toe of slope, generally on the contour with maintenance and sediment removal requirements in mind. When the contour can not be followed install the fence such that perpendicular wings are created to break the velocity of water flowing along the fence. See Figure GSF-2 in the Connecticut Guidelines For Soil Erosion and Sediment Control for spacing requirements. Swales: Locate "U" shape across swale such that the bottom of both ends of the fence are higher that the top of the lowest section of the fence. Catch Basin in Swale on Slopes: Locate 2 "U" shapes across swale as above: one immediately up slope from the catch basin and the other immediately down slope from the catch basin. Catch Basins in Depressions: Encircle catch basin. Culvert Inlets: Locate in a "U" shape approximately 6 feet from the culvert in the direction of the incoming flow. Culvert Outlets: Locate across the swale at least 6 feet from the culvert outlet. Installation Trench excavation: Excavate a trench a minimum of 6 inches deep and 6 inches wide on the up slope side of the fence location. For slope and swale installations, extend the ends of the trench sufficiently up slope such that bottom end of the fence will be higher than the top of the lowest portion of the fence. When the fence is not to be installed on the contour, excavate wing trenches spaces at the intervals given on Figure GSF-2 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. When excavation is obstructed by an occasional stone or tree roots, provide a smooth transition between the trench bottom and the obstruction. 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 generate larger volumes of sediment. For catch basins in hollows, drive posts at each corner of the catch basin. Whenever the geotextile filter fabric that is used exceeds the minimum material specifications contained in this measure, the spacing of the stakes shall be per manufacturer's recommendations. Geotextile Filter Fabric: Staple or secure the geotextile to the support posts per manufacture's instruction such that at least 6 inches of geotextile lies within the trench, the height of the fence does not exceed 30 inches and the geotextile is taut between the posts. When the trench is obstructed by stones, tree roots, etc. allow the geotextile to lay over the obstruction such that the bottom of the geotextile points up slope. In the absence of manufacture's instructions, space wire staples on wooden stakes at a maximum of 4 inches apart and alternate their position from parallel to the axis of the stake to perpendicular. Do not staple the geotextile to living trees. Provide reinforcement for the fence when it can be exposed to high winds. When joints in the geotextile fabric are necessary, splice together only at at support posts, and securely seal. Backfill & Compaction: Backfill the trench with tamped soil or aggregate over the geotextile. When the trench is obstructed by a stone, tree root, etc. make sure the bottom of the geotextile lies horizontal on the ground with the resulting flap on the up slope side of the geotextile and bury the flap with 6 inches of tamped soil, or aggregate. MAINTENANCE Inspect the silt fence at least once a week and within 24 hours of the end of a storm with rainfall amount of 0.5 inch or greater to determine maintenance needs. When used for dewatering operations, inspect frequently before, during and after pumping operations. Remove the sediment deposits or, if room allows, install a secondary silt fence up slope of the existing fence when sediment deposits reach approximately one half the height of the existing fence. Replace or repair the fence within 24 hours of observed failure. Failure of the fence has occurred when sediment fails to be retained by the fence because: (a) the fence has been overtopped, undercut or bypassed by runoff water, (b) the fence has been moved out of position (knocked over), or (c) the geotextile has decomposed or been damaged. Maintain the fence until the contributing area is stabilized. After the contributing area is stabilized determine if sediment contained by the fence requires removal or regrading and stabilization. If the depth is greater than or equal to 6 inches, regrading or removal of the accumulated sediment is required. No removal or regrading is required if sediment depth is less than 6 inches. Remove the fence by pulling up the support posts and cutting the geotextile at ground level. Regrade or remove sediment as needed, and stabilize disturbed soils. 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, lengthwise, with ends of adjacent bales tightly abutting one another and the bindings oriented around the sides rather than along the tops and bottoms of the bales (to avoid premature rotting of the bindings). Staking Hay Bales: Anchor each bale with at least 2 stakes, driving_ the first stake in each bale toward the previously laid bale to force the bales together. Stakes must be driven a minimum of 18 inches into the ground. Fill any gaps between the bales with hay or straw to prevent water from escaping between the bales. Backfill S Tamped: Backfill the bales with the excavated trench material to a minimum depth of 4 inches on the uphill side of the bales. Tamp by hand or machine and compact the soil. Loose hay or straw scattered over the disturbed area immediately uphill from the hay bale barrier tends to increase barrier efficiency. MAINTENANCE L.r...en+ eke k- knlc knrrSar n+ (cno� nnnc n wncI/ and Within 24 IIIJF.JGV� ulI jiVy VV1r VlJl I l �Jl I ., VllVl. V l - hours of the end of a storm with a rainfall amount of 0.5 inches or greater to determine maintenance needs. For dewater operations, inspect frequently before, during and after pumping operations. Remove the sediment deposits or install a secondary barrier upslope from the existing barrier when sediment deposits reach approximately one half the height of the barrier. Replace or repair the barrier within 24 hours of observed failure. Failure of the barrier has occurred when sediment fails to be retained by the barrier because: (a) the barrier has been overtopped, undercut or bypassed by runoff water, (b) the barrier has been moved out of position, or (c) the hay bales have deteriorated or been damaged. Maintain the hay bale barrier until the contributing area is stabilized. After the upslope areas have been permanently stabilized, pull the stakes out of the hay bales. Unless otherwise required, no removal or regrading of accumulated sediment is necessary. The hay bales may then be left in place or broken up for ground cover. TEMPORARY SEEDING (TS) SPECIFICATIONS Site Preparation Install needed erosion control measures such as diversions, grade stabilization structures, sedimentation basins and grassed waterways in accordance with the approved plan. Grade according to plans and allow for the use of appropriate equipment for seedbed preparation, seeding, mulch application and mulch anchoring. Seedbed Preparation Loosen the soil to a depth of 3-4 inches with a slightly roughened surface. If the area has been recently loosened or disturbed, no further roughening is required. Soil preparation can be accomplished by tracking with a bulldozer, discing harrowing, raking or dragging with a section of chain link fence. Apply ground limestone and fertilizer according to soil test recommendations (such as those offered by the University of Connecticut Soil Testing Laboratory or other reliable source). If soil testing is not feasible on small or variable sites, or where timing is critical, fertilizer may be applied at the rate of 300 pounds per acre or 7.5 pounds per 1,000 square feet of 10-10-10 or equivalent. Seeding Apply seed uniformly by hand, cyclone seeder, drill, cultipacker type seeder or hydroseeder at a minimum rate for the selected seed identified in Figure TS-2 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Increase seeding rates by 10% when hydroseeding. 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. 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 ana IreC of ex(:C5S1VCIy 11I1e yr Ivey sIIIflYy PUFUQ1t!5 aS well a5 stone and other debris. Material use is the some as wood chips. If subsequent seeding is performed where cellulose dense mulches (e.g. leaves, excelsior, woodchips, barkchips) have been applied, then prior to seeding either remove the mulch or till it into the ground with the application of nitrogen. Cellulose fiber is not recommended for use, except as a tackifier for other mulch materials. Tackifiers within this specification include, but are not limited to: Water soluble materials that cause mulch particles to adhere to one another, generally consisting of either a natural vegetable gum blended with gelling and hardening agents or a blend of hydrophilic polymers, resins, viscosifiers, sticking aids and gums. Emulsified asphalts are specifically prohibited for use as tackifiers due to their potential for causing water pollution following its application. Nettings within this specification include, but are not limited to: Prefabricated openwork fabrics made of cellulose cords, ropes, threads, or biodegradable synthetic material that is woven, knotted or molded in such a manner that it holds mulch in place until temporary soil protection is no longer needed. Site Preparation Prior to mulching, complete the required grading and install and/or repair other sediment control measures needed to control water movement within the area to be mulched. Application Spreading: Spread mulch material uniformly by hand or machine resulting in 100% coverage of the disturbed soil. When spreading hay mulch by hand, divide the area to be mulched into approximately 1,000 square feet and place 2 to 3 bales of hay in each section to facilitate uniform distribution. (Hay/Straw 2-3 tons/acre) When spreading woodchips on slopes, it is particularly important not to spread the chips too thick. Excessive application tend to slip or slump when saturated. (Wood Chips/Shredded Bark 6 cu. yds./1,000 s.f.) Anchoring: Apply tackifiers and/or netting either with the mulch or immediately following mulch application. Expect the need for tackifiers or netting along the shoulders of actively traveled roads, hill tops and long open slopes not protected by wind breaks. When using netting the most critical aspect is to ensure that the netting maintains substantial contact with the mulch and the mulch, in turn, maintains continuous contact with the soil surface. Without such contact, the material is useless and erosion can be expected to occur. install in accordance with manufacturer's recommendations. MAINTENANCE Inspect temporary soil protection area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater for mulch movement and rill erosion. Where soil protection falls below 100%, reapply soil protection within 48 hours. Determine the cause of the failure. If mulch failure was the result of wind consider applying a tackifier or netting. If mulch failure was caused by concentrating water, install additional measures to control water and sediment movement, repair erosion damage, reapply mulch with anchoring. DUST CONTROL (DC) SPECIFICATIONS Mechanical Sweeping Use mechanical sweeping on paved areas where dust and fine materials accumulate as a result of truck traffic, pavement saw cutting spillage, and wind or water deposition from adjacent disturbed areas. Sweep daily in heavily traveled areas. Water Periodically moisten exposed soil surfaces on unpaved travelways to keep the travelway damp. Non Asphaltic Soil TackiPer 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. SPECIFICATIONS Materials Types of Mulches within this specification include, but are not limited to: 1. Hay: The dried stems and leafy parts of plants cut and harvested, such as alfalfa, clovers, other forage legumes and the finer stemmed, leafy grasses. The average stem length should not be less than 4 inches. Hay that can be windblown should be anchored to hold it in place. 2. Straw: Cut and dried stems of herbaceous plants, such as wheat, barley, cereal rye, or brome. The average stem length should not be less than 4 inches. Straw that can be windblown should be anchored to hold it in place. 3. Cellulose Fiber: Fiber origin is either virgin wood, post-industrial/pre-consumer wood or post consumer wood complying with materials specification (collectively referred to as "wood fiber"), newspaper, kraft paper, cardboard (collectively referred to as "paper fiber") or a combination of wood and paper fiber. Paper fiber, in particular, shall not contain boron, which inhibits seed germination. The cellulose fiber must be manufactured in such a manner that after the addition to and agitation in slurry tanks with water, the fibers in the slurry become uniformly suspended to form a homogeneous product. Subsequent to hydraulic spraying on the ground, the mulch shall allow for the absorption and percolation of moisture and shall not form a tough crust such that it interferes with seed germination or growth. Generally applied with tackifier and fertilizer. Refer to manufacturer's specifications for application rates needed to attain 807o-95% coverage without interfering with seed germination or plant growth. Not recommended as a mulch for use when seeding occurs outside of the recommended seeding dates. Tackifiers within this specification include, but are not limited to: Water soluble materials that cause mulch particles to adhere to one another, generally consisting of either a natural vegetable gum blended with gelling and hardening agents or a blend of hydrophilic polymers, resins, viscosifiers, sticking aids and gums. Good for areas intended to be mowed. Cellulose fiber mulch may be applied as a tackifier to other mulches, provided the application is sufficient to cause the other mulches to adhere to one another. Emulsified asphalts are specifically prohibited for use as tackifiers due to their potential for causing water pollution following its application. Nettings within this specification include, but are not limited to: Prefabricated openwork fabrics made of cellulose cords, ropes, threads, or biodegradable synthetic material that is woven, knotted or molded in such a manner that it holds mulch in place until vegetation growth is sufficient to stabilize the soil. Generally used in areas where no mowing is planned. Site Preparation Grade according to plans and allow for the use of appropriate equipment for seedbed preparation, seeding, mulch application and mulch anchoring. Application Timing: Applied immediately following seeding. Some cellulose fiber may be applied with seed to assist in marking where seed has been sprayed, but expect to apply a second application of cellulose fiber to meet the requirements of Mulch For Seed in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Spreading: Mulch material shall be spread uniformly by hand or machine resulting in 80%-95% coverage of the disturbed soil when seeding within the recommended seeding dates. Applications that are uneven can result in excessive mulch smothering the germinating seeds. For hay or straw anticipate an application rate of 2 tons per acre. For cellulose fiber follow manufacture's recommended application rates to provided 807*-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. PERMANENT SEEDING (PS) SPECIFICATIONS Time Of Year Seeding dates in Connecticut are normally April 1 through June 15 and August 15 through October 1. Spring seedings give the best results and spring seedings of all mixes with legumes is recommended. There are two exceptions to the above dates. The first exception is when seedings will be made in the areas of Connecticut known as the Coastal Slope and the Connecticut River Valley. The Coastal Slope includes the coastal towns of New London, Middlesex, New Haven, and Fairfield 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 Inrnar Ramnva nil nthar riPhric curh nc wirP_ nnhla tray rnntc_ pieces of concrete, clods, lumps, or other unsuitable material. Seed Selection and Quantity Select a seed mixture appropriate to the intended use and soil conditions from Figure PS-2 and Figure PS-3 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition or use mixture recommended by the NRCS. Seedbed Preparation Apply topsoil, if necessary, in accordance with the Topsoiling measure which is in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Apply ground limestone and fertilizer according to soil test recommendations (such as those offered by the University of Connecticut Soil Testing Laboratory or other reliable source). Where soil testing is not feasible on small or variable sites, or where timing is critical, fertilizer may be applied at the rate of 300 pounds per acre or 7.5 pounds per 1,000 square feet of 10-10-10 or equivalent and limestone at 4 tons per acre or 200 pounds per 1,000 square feet. Work lime and fertilizer into the soil to a depth of 3 to 4 inches with a disc or other suitable equipment. Inspect seedbed just before seeding. If the soil is compacted, crusted or hardened, scarify the area prior to seeding. Seed Application Apply selected seed at rates provided in Figure PS-3 (in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition) uniformly by hand, cyclone seeder, drill, cultipacker type seeder or hydroseeder (slurry including seed, fertilizer). Normal seeding depth is from 0.25 to 0.5 inch. Increase seeding rates by 10% when hydroseeding or frost crack seeding. Seed warm season grasses during the spring period only. Mulching See guidelines in the Mulch For Seed measures. MAINTENANCE Inspect temporary soil protection area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater during the first growing season. Where seed has been moved or where soil erosion has occurred, determine the cause of the failure and repair as needed. SOIL ERSOION & SEDIMENT CONTROL NOTES 1. All soil erosion and sediment control work shall be done in strict accordance with the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. 2. Any additional erosion/sediment control deemed necessary by town staff during construction, shall be installed by the developer. In addition, the developer shall be responsible for the repair/replacement and/or maintenance of all erosion control measures until all disturbed areas are stabilized to the satisfaction of the town staff. 3. The contractor shall notify the town engineer at the beginning and the end of each step of the construction procedure and shall not proceed with the next step until the town engineer has inspected the work. 4. 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. 5. 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. 6. 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. 7. 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. 8. Topsoil is to be stripped and stockpiled in amounts necessary to complete finished grading of all exposed areas requiring topsoil. The stockpiled topsoil is to be located as designated on the plans and ringed with hay bale barrier or geotextile silt fence. The stockpiled topsoil shall be temporarily seeded if it is to remain more than 30 days.Topsoil shall not be placed while in a frozen or muddy condition, when the subgrade is excessively wet, or in a condition that may otherwise be detrimental to proper grading or proposed sodding or seeding. 9. There is to be no stockpiling of soil within a ten foot limit of adjoining properties. 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. PROJECT, 1169 Ellington Road LOCATION: South Windsor, CT PROJECT DESCRIPTION: Building addition and reconstruct parking & driveway PARCEL AREA: 0.72 acres RESPONSIBLE PERSONNEL: Dr. Gregory Harolan 289-4955 EROSION AND SEDIMENT CONTROL PLAN PREPARER: J.R. Russo & Associates CHECKLIST: Work Description Erosion & Sediment Control Measures Location Date Installed Initials Date Removed Initials Install haybales and As shown on silt fence. plan. Install construction As shown on exit pad. plan. MAINTENANCE OF MEASURES: Tnaatinn Dew-rintian nr Number Date Initiab4 Project Dates: Date of groundbreaking for project: Date of final stabilization: NARRATIVE This project is located southwest of the intersection of Ellington Road and Foster Road in South Windsor, Connecticut. The proposed activity is the construction of a 1,439 s.f. building addition. The project will also involve the relocation of the existing curb cut and reconstruction of the parking area. The building addition, new curb cut and western end of the parking lot will be constructed in Phase 1. The removal of the existing curb cut and reconstruction of the eastern end of the parking lot will be completed in Phase 2. The suggested schedule of construction is as follows: 1. Install construction exit pad and silt fence. 2. Strip topsoil and remove from site. 3. Excavate and install foundation for addition. Begin eonstr uction of building. 4. Demolish western end of existing parking lot. 5. Rough grade western end of parking lot and new driveway. 6. Install drainage and utilities as shown on the plans. 7. Complete grading of western end of parking lot and driveway, pave binder course. 8. Demolish existing driveway and eastern end of parking lot. 9. Complete grading of eastern end of parking lot, pave binder course. 10. Fine grade remaining disturbed areas and establish vegetation. Plant landscaping vegetation, mulch and fertilize. 11. Pave surface course of pavement, apply line striping and install signage. 12. Remove silt fence after permanent vegetation has been established. Construction of this site is anticipated to begin after the approval of these plans. The developer shall be responsible for the repair/replacement/maintenance of all erosion control measures until all disturbed areas are stabilized to the satisfaction of the town staff. Sediment deposits should be periodically removed from the upstream sides of Sediment Barriers. This material is to be spread and stabilized in areas not subject to erosion, or to be used in areas which are not to be paved or built on. Sediment Barriers are to be replaced as necessary to provide proper filtering action. Sediment Barriers are to remain in place and be maintained to insure efficient siltation control until all areas above the erosion checks are stabilized and vegetation has been established. REV. 12-6-06 NO CHANGES THIS SHEET QC7v a_oo-nF N10 ruAl\lr`Rc TNIc cuf7P71 ANGLE 10' UPSLOPE FILTER FOR STABILITY AND FABRIC +- SELF CLEANING. FLOW COMPACTED 100, BACKFILL— BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. BOTTOM OF DRAINAGEWAY I I %tMI LLL I 3 I LLLLL O I LLLLLLLJALLLLLL AL I I POINTS "A" SHOULD BE HIGHER THAN POINT "B' ELEVATION PLAN VIEW SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNEC11CUT GEO TEX TILE SI L T FENCE (G,5 r,/ Stone On Filter Fabric Marafi 140(N) 4" Thick Min. :T DTRACKING AANTI (CE) NOT TO SCALE 1 1/2" BIT. CONCRETE CLASS II (CT -DOT M.04) 1 1 /2" BIT. CONCRETE CLASS I (CT -DOT M.04) ,- 4" PROCESSED AGGREGATE BASE (CT -DOT M.05.01) ... a • - au ,, . �. \-8' GRANULAR BASE (CT -DOT M.02.03) COMPACTED SUBGRADE BITUMINOUS CONCRETE PAVEMENT SECTION DEPTH TO INVERT VARIES MIRAFI 140N NON -WOVEN FILTER FABRIC 6M IN. NOT TO SCALE I.D,+2' MIN 12" MIN. 12" 12" r� I.D.I "U .- O U_ G 00C 0 r G Jr c'?U 1. ,0- PROPOSED GRADE PAVEMENT SEC77ON OR r—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 M206-GRADING C BACKFILL TO SPRINGLINE OF PIPE WITH 3/4" CRUSHED STONE (CT -DOT M.0201) STORM DRA /N TRENCH DETAIL NOT TO SCALE FINISH GRADE 18 DRAIN BASIN BY HANCOR OR EQUALINSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR H-20 LOADING BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM D2321. BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED. OUTLET 4'—O" MIN. STANDARD H-20 RATED HEAVY DUTY 18" SQUARE CAST IRON GRATE TF=81.70 p PVC YARD DRAIN DETAIL CLASS "A" CONCRETE COLLAR Z_ 00 6" OUTLET FL=79.34 N.T.S. 1' THICK 2 3/4" WASHED STONE TOP OF BERM=79.6 2 DIRECTION 01* OF FLOW <. �_ \ .x,.• 'K •i •i _ INII rT CWAI r' R()T —70 5' MODIFIED RIPRAP —' S T ONE CHECK DA M NOT TO SCALE to 1 1 /2 2" RADIUS — TACK COAT W/ ASPHALT EMULSION PRIOR TO PLACING CURB PAVEMENT PROCESSED AGGREGATE BITUMINOUS CONCRETE LIP CURBING NOT TO SCALE INVUE LIGHT FIXTURE PER LIGHTING SCHEDULE OR APPROVED EQUAL 4" SQUARE STEEL POLE NON -SHRINK EMBECO GROUT WITH SMOOTH FINISH. PROVIDE WEEP HOLES. 45' 2" BEVEL 12'-0" FINISHED GRADE 6� F �;•: " 12 O .I i'. i THERMAL WELD GROUND u�: �, CABLE TO ROD +1 ANCHOR BOLTS e 3/4"X25"X3" 5/8" DIA. X 8' LONG ° o e TEMPLATES BY ELECTRICAL CONTRACTOR. INSTALLED BY GROUNDING ROD GENERAL CONTRACTOR 1" CONDUIT (TYPICAL) 6"BARE COPPER GROUND CABLE 3/4"IN CONCRETE ALTERNATE BASE: BASE. GROUND TO POLE, ANCHOR BOLT, AND OWNER MAY ALLOW 20" DIA. CONCRETE FILLED CONCRETE BASE BY GENERAL CONTRACTOR. PRECAST EQUIPMENT GROUND CONDUCTOR SONNA TUBE. 5' BURIED, 20"X20" BOTTOM, 15"X15" TOP 1' EXPOSED (WITH REBAR) 48" IN GROUND EXTERIOR LIGHT WITH LIGHT DUTY BASE NOT TO SCALE STOORMTECH SC-740 END CAP STORMTECH SC-740 CHAMBER - 3/, - 2 INCH WASHED, CRUSHED, ANGULAR STONE — AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE ., . f .,. iv 1} f 1} f V�\ �}� i BOT. ELEV. = 77.50 ,rr ,,, rrr—�r�lll—nf AIL �2'12" 6" 51" MIN. TYP. MIN. FOR STORMTECH INFORMATION CALL 1-888-892-2694 T YPI CAL I NFI L TRA TION UNI T CROSS SECTION DETAIL NOT TO SCALE T000 'moo°o°o 000 00000 e/K PLAN FILL OPENINGS AND SPACE BETWEEN UNITS WITH SAND TURFSTONE CONC. PAVERS OR APPROVED EQUAL � .•t'�`���'"i�; ;�:�-�;��=�,�� 3-1/8" PAVER THICKNESS _. ,,xs9,,,. ; �-�•• .=;---� I„ SAND BEDDING �;: ':�: - f..':..`; ; ..:. ; •.• 8" THICK 1 /2" CRUSHED STONE -I (�—III—III—III-I I-i -III-1 I I III —III --I 1 I— I I - SECTION A —A SUBSOIL PERVIOUS PAVER DETAIL NOT TO SCALE 10' 10' CONC. PAD (BROOM FINISH) PLAN \_ GROUT POSTS IN CAST —IN —PLACE SLEEVES (TYP. OF 4) CHAIN LINK FENCE 6' HIGH W/ PRIVACY SLATS GENERAL NOTE REGARDING DETAILS: ALL MATERIALS SHALL CONFORM TO CT DOT FORM 816, LATEST EDITION, UNLESS OTHERWISE NOTED. 1 /2" BATTER AS SHOWN ON GRADING PLAN CONC. PROCESSED AGGREGATE SCORE LINE A: 3/8" PREMOULDED EXPANSION JOINT FILLER W/SEALANT @ 15'-0" O.C. _\ 5' I '1-1 /2" R V4" PER FOOT PITCH -X X X " : 6"x6"xw1.4xw1.4 REINFORCING MESH AT MID DEPTH 2—#4 BARS 3" O.C. I-8" MIN. COMPACTED GRANULAR BASE (CT —DOT M.02.03) CONCRETE WALK & CURB DETAIL NOT TO SCALE NOTE: TRANSVERSE FALSE JOINTS AT 5' INTERVALS, NO LONGITUDINAL JOINTS BUILDING 5" THICK 15' MAX. PREMOULDED BITIMINOUS FINISHED GRADE EXPANSION JOINT FILLER SLOPE VARIES W/ SEALANT X X X X X /N. • . 8" MIN. GRAVEL OR 6"x6"xw1.4xw1.4 CRUSHED STONE REINFORCING MESH AT MID DEPTH NOTE: EXPANSION JOINTS TO BE PLACED BETWEEN ADJACENT SLABS, AT BUILDING LINE, AT CURBS, OR AT PENETRATING STRUCTURES. TYPICAL SIDEWALK DETAIL NOT TO SCALE CLASS "A" CONC. 6"x6" #6 WIRE MESH PAVEMENT SECTION PER DETAIL ' ''r(CT—DOT 8f, 8" COMPACTED 12"GRAVEL BASE M.02.03) aC0r-4,v w° ..° . SECTION A —A '. I ,.: . �N CONC. DUMPS TER PAD DETAIL N 552 •((e ra °�c:ENS��r'`�xw IN AL L'rrAt�Iltrl ll,Ilx�� NOT TO SCALE REV. 12-6-06 NO CHANGES THIS SHEET REV. 9-22-06 LIGHT POLE HEIGHT ANGLE 10' UPSLOPE FILTER FOR STABILITY AND FABRIC SELF CLEANING. FLOW --► COMPACTED 100' BACKFILL— BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. BOTTOM OF DRAINAGEWAY I I I I LLL OLLLLLLL I I LLLLLL g g O I LLLLLLLL I 0 I A LLLLLL LLLLLLLLL LLLLLLLLLL I I POINTS "A" SHOULD BE HIGHER TWAAI P)INIT "R" ■ ■ I I ELEVATION PLAN VIEW SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNEC11CUT I� r• A T • I T / / )� all / / --" r• r- • / o% r• I o% /\ r- Ul tx lILL S L l I-LNGL (&Zif-) Stone On Filte Fabric Marafi 140(N) Thick Min. ANTI -TRACKING EXIT PAD (CE) NOT TO SCALE 1 1 /2" BIT. CONCRETE CLASS II (CT —DOT M.04) 1 1 /2" BIT. CONCRETE CLASS I (CT —DOT M.04) �— 4" PROCESSED AGGREGATE BASE (CT —DOT M.05.01) 4• - au °d • .� ' . .. 8" GRANULAR BASE (CT —DOT M.02.03) COMPACTED SUBGRADE BITUMINOUS CONCRETE F.A. VEMENT SECTION NOT TO SCALE DEPTH TO INVERT VARIES MIRAFI 140N NON —WOVEN FIL TER FABRIC 6 /N 12" 12" MIN. 12" 4 MIN. ) •-. 0 `; iJ PROPOSED GRADE PAVEMENT SEC77ON OR LANDSCAPING (SEE PLANS) APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS (OR AS 07HERMSE 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 M2.06—GRADING C BACKFILL TO SPRINGLINE OF PIPE WITH 314" CRUSHED STONE (CT —DOT M.02.01) STORM DRAIN TRENCH DE TA I L NOT TO SCALE FINISH GRADE 24" DRAIN BASIN BY HANCOR OR EQUALINSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR H-20 LOADING BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM D2321. BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED. OUTLET SWALE BOT.=78.6 4'—O" MIN. STANDARD H-20 RATED HEAVY DUTY 24" SQUARE CAST IRON GRATE TF=81.70 PVC YARD DRAIN DETAIL CLASS "A" CONCRETE COLLAR 2' SUMP 6" MIN. z_ 00 6" OUTLET FL=79.34 N.T.S. 21 1' THICK Z IA" %A/Acup- % c-rrwC J/ `t YYNJfIL.V J I vomG TOP OF BERM=79.6 2 1 OF FLOW 1 , i i } i• } {r INLET SWALE BOT.=79.1 5' MODIFIED RIPRAP STONE CHECK DAM NOT TO SCALE 12" 9„ 2" RADIUS 21 co 48• TACK COAT W/ ASPHALT EMULSION PRIOR TO PLACING CURB 1 1 /2" PAVEMENT PROCESSED AGGREGATE BITUMINOUS CONCRETE LIP CURBING INVUE LIGHT FIXTURE PER LIGHTING SCHEDULE OR APPROVED EQUAL 4" SQUARE STEEL POLE NON —SHRINK EMBECO GROUT WITH SMOOTH FINISH. PROVIDE WEEP HOLES. NOT TO SCALE 45' 2" BEVEL 12'-0" FINISHED 6 12" GRADE fie• I: .° THERMAL WELD GROUND CABLE TO ROD ANCHOR BOLTS 3/4"X25"X3" TEMPLATES BY ELECTRICAL 5/8" DIA. X 8' LONG CONTRACTOR. INSTALLED BY GROUNDING ROD °'' "A GENERAL CONTRACTOR 1" CONDUIT (TYPICAL) 6" BARE COPPER GROUND CABLE 3/4" IN CONCRETE ALTERNATE BASE: BASE. GROUND TO POLE, OWNER MAY ALLOW CONCRETE BASE BY GENERAL ANCHOR BOLT, AND 20" DIA. CONCRETE FILLED CONTRACTOR. PRECAST EQUIPMENT GROUND CONDUCTOR SONNA TUBE. 5' BURIED, 20"X20" BOTTOM, 15"X15" TOP 1' EXPOSED (WITH REBAR) 48" IN GROUND EXTERIOR LIGHT WITH LIGHT DUTY BASE NOT TO SCALE STIORMTECH SC-7An CAM A STORMTECH SC-740 I 3/ - 2 INCH V CRUSHED, ANGULAF AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE =V. = 77.50 MIN. Imo— 51" �I 12" MIN. TYP. FOR STORMTECH INFORMATION CALL 1-888-892-2694 T Y'PI CAL INF/L TRA TION VN/ T CROSS SECTION DE TA lL NOT TO SCALE io r<'00 15j O�O�O ODO�O ?//\DODO A PLAN FILL OPENINGS AND SPACE BETWEEN UNITS WITH 'SAND A TURFSTONE CONC. PAVERS OR APPROVED EQUAL 3-1/8" PAVER THICKNESS ' ;_;,�: ,:, r:,,,•,_.._.,;*;,,., . . 1 " SAND BEDDING •:AA: �: _.... ti.: Y: _r: 'i.+:.:^ .....41:4._.>_i}..—.v:1:��:tia.. ry�yR: _ :�:. •'..:. �'f.. ..:' : 8» THICK 1/2" CRUSHED STONE —III-I I- I I -III —III— I (- SECTION A —A SUBSOIL PERVIOUS PAVER DETAIL NOT TO SCALE r. 10' 10' ESE 3 CONC. PAD (BROOM FINISH) PLAN GROUT POSTS IN CAST —IN —PLACE SLEEVES (TYP. OF 4) CHAIN LINK FENCE 6' HIGH W/ PRIVACY SLATS CLASS "A" CONC. PAVEMENT SECTION 6"x6" #6 WIRE MESH PER DETAIL .°. : W(CT—DOT 18 8" COMPACTED GRAVEL BASE M.02.03) SECTION A -A CONC'. DUMPSTER PAD DETAIL NOT TO SCALE GENERAL NOTE REGARDING DETAILS: ALL MATERIALS SHALL CONFORM TO CT DOT FORM 816, LATEST EDITION, UNLESS OTHERWISE NOTED. SCORE LINE 1 /2" BATTERS I �1 /2" R f AS SHOWN ON 6" X - GRADING PLAN /— 8" MIN. J 1 -t)'fl r PIT nt`Ir �~•-�,i0n_• �.� V I I. V V I v V. V ;':.6i./ •,irq 1p PROCESSED AGGREGATE 3/8" PREMOULDED EXPANSION JOINT FILLER W/SEALANT @ 15'-0" O.C. 5' �1/4" PER FOOT PITCH —X X " 6" x 6" x w 1.4 x w 1.4 REINFORCING MESH AT MID DEPTH — 2—#4 BARS 3" O.C. L-8" MIN. COMPACTED GRANULAR BASE (CT —DOT M.02.03) CONCRETE WALK & CURB DETAIL NOT TO SCALE NOTE: TRANSVERSE FALSE JOINTS AT 5' INTERVALS, NO LONGITUDINAL JOINTS BUILDING 5" THICK 15' MAX. PREMOULDED BITIMINOUS FINISHED GRADE EXPANSION JOINT FILLER SLOPE VARIES W/ SEALANT :: f X X X X X r\\r\\. 8 MING�RAVEL OR 6"x6"xw1.4xw1.4 CRUSHED STONE REINFORCING MESH AT MID DEPTH NOTE: EXPANSION JOINTS TO BE PLACED BETWEEN ADJACENT SLABS, AT BUILDING LINE, AT CURBS, OR AT PENETRATING STRUCTURES. T YPI CAL SIDEWALK DETAIL NOT TO SCALE t ,a.e�n a:II: rrsr�a, CON 1 ' iQstam REV. 12-6-06 AREA DRAIN REV. 9-22-06 LIGHT POLE