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Home My WebLink About99-22P_TEMPLE BETH HILLEL SITE PLAN OF DEVELOPMENT_BAKER LANE.m� J f k •' •. .�.. �a >;� n',..;ti rj "iw.li' '��7~ •}� �.�a ?'.�x,* ;' - K 1(r r`..} Y s �, iit diS•,�ti n ��+:1" 9 ioi, � {� •j4b� T 4, Ni.-ti -'F __ a. a • �+'�"'-:� 5 . -..>b 1W t! ,$ y. �.1,,, YR � ��',�.�y Y �`e As prepared by: in A R C H I T E C T S Levin/Brown & Associates, Inc. 15 Creenspring Valley Road Owings Mills, Maryland 21117-4101 Phone: (410) 581-0104 10% 1 SITE PLAN OF DEVELOPMENT I ILA I L-A I F� I FN A K L�� R L A L�2" esign rofessionals, inc. it la I I Civil Engineers • Planners • Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 *PLANMETRICS Landscape Architects , Development Consulting Planning 6 Zoning Consulting 136 Simsbury Road Avon, CT 06001 (860) 677-5267 Fax: (860) 674-2693 Z \ SITE ROAD �S Cater Rpb U� 2 ROAD�� Q� BAKER LANE GE Wp i O O � !ME 1� 'Lo a� o>Sy �ypeO (Pvt) h �Ay c7 .ice Rp, �� F> � eo��• �NG�� Q�d```�� ,� qy tr LAKEW60D J A4i DRIVE (Pvt) Q O y+ T oo ��RV \ d� yam? bw s t STb� Ifi1AM0' p O a � 7>y y fw +F vERCP�� S ' jt• /'INI ST. MARCOy CIRCLE � 73 zL Q pAp ILOCATRIG T MAP �E THESE DRAWIN65 ARE THE PROPERTY OF DE516N PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE WJCD FOR ANY OTHER PURPOSE OR BY ANY OTHER PER50N OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS Y'RITTEN PERM15SION OF DESI6N 104WFESSIONAL5 INC, THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL 516NATURE AND IMPRE5510N SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR, THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR 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 ACCURATE FIELD SURVEY MAY DISCLOSE TO THE BEST OF MY XNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 R:•rIKRD P. MARTEL �/ LIC. No. D V DA R PLANNING • ENGINEERING • DESIGN 270 Amity Road Woodbridge, CT 06525 (203) 397-3600 FAX (203) 397-3642 ..6 ty':?k�?> ieti?''ri�tM ay�'i*2 ¢,n:rr>�f-erajar:.:t:.y��f �l7nr`7�: rfz`r'!i�>'r"��rv': s',,. ....<...• ... /� � ... f:.,ti,:••�� ro;r.ct y �e��. f".�1 }` � •p t{fn3jnr i'�U i )'3;.'�t£rs.e:�J .t' ii`l/i^'tI ll.silC.c .1 Y;Q-1 APPLICANT/OWNER TEMPLE BETH HILLEL 1 001 FOSTER STREET EXT., P.O. BOX 403 JUU I I1 VVINUJUK, U I UOU/4 PHONE: (860) 644-8466 TIE �TN I FN) T jN\1 CC d �- CC U e' Ll\ MAP LOT N/F ABUT TER L lS T 47 25 34 EDGEWOOD DR. CANCEL WIUW-rDO R. 48 77 125 CODY CIRCLE DESNOSTHENOUS, DEMOS A. & PRESEILLA 78 135 CODY CIRCLE. PLOCHARICZYK, MICHAEL A. 79 115 BELDON RD. OL/VA, MARC L & DEBRA J.. 80 6 LAKE STREET B/Z/ER, R/CHARD 82 140 CODY CIRCLE CARON, USE MARE 00 /30 CODY Cimu" Ci4LE, MAV/D & STANKr, KAREN LEE 84 126 CODY CIRCLE KENNEDY, PATR/CK / & SANDRA L. 85 114 CODY CIRCLE CARDUCCI, DOAG TO & JILL M. 86 90 CODY CIRCLE ROBBIN, DAV/D A. & NANCY 87 80 CODY CIRCLE FRIEDM AN, JAN STUART & JUUE 88 50 CODY CIRCLE BRANDOLI, RAYMOND A. & ERS/LIA M. 89 44 CODY CIRCLE A/ETA, JANNET S. 90 40 CODY CIRCLE MARTINS, PAUL H. & PATRICIA M. 91 24 CODY CIRCLE B/TTNER, GERALD N. & PATRICIA M. 92 20 CODY CIRCLE 2ALASKI, JOSEPH A. & DENISE E. 98 39 CODY CIRCLE HOLOWCZAK, JOHN E. d JANET M. 99 55 CODY CIRCLE BORALL, DOUGLAS T. 101 95 CODY CIRCLE MASSA, RICHARD L & BRENDA J. 102 w5 CODY CIRCLE SLATER, BARRY M. & SHARION LAV/GNE-SLATER 60 4 994 FARMINGTON AYE. W. HARTFORD, CT 06f07 BROWN, DAV/D 5 550 GOVERNORS HWY. ROLNICK, MARTIN 6 560 GOVERNORS HWY. SNUCK, ANTHONY G. & JOAN D. 7 P.O. BOX 280921 £. HARTFORD, CT 06128 FRENCH SOCIAL CIRCLE BLD. ASSN. 8 9 JOHN Sr. E. HARTFORD, CT 06128 FRENCH SOCIAL CIRCLE &D. ASSN. 61 15 650 GOVERNORS HWY. 7AMSARR/N0, NORMA L. 16 642 GOVERNORS HWY. LEGfISSE, AADEL/NE R. 17 6JO GOVERNORS HWY. WENTTELL, TIMOTHY H. & PATRICIA 18 620 GOVERNORS HWY. REDENTE, PAUL P. JR. & MMRCM J. 19 608 GOVERNORS HWY. DUB/E1, DONALD L & JANET H. 20 596 GOVERNORS HWY. BUTLER, DERRICK J. & CARINA L 21 584 GOVERNORS HWY. KUMITIS, NORMA F. 22 570 GOVERNORS HWY. MMNGENE, MARK A. 23 C/O AMCLEAN & £AM, 2600 N.£. 147N Sr CAUSEWAY SCHNEIDER, ALBERT J. & GLADYS POMPANO BEACH, FL 33062. 24 7 BAKER LN. KEARNG, LINDA J. 25 15 BAKER LN. KENN/SON, EDWIN L & KATHERINE A. 26 21 BAKER LN, M/NASOLA, AGOS17NO G. Zoning Data Block ZONE: A-20 RESIDENTIAL USE: PLACE OF WORSHIP (SEC. 4.2.8 c.) — ITEM - - - - -- REQUIRED/ALLOWED --- - T_ - PROVIDED Lot Area 20,000 s.f. min. 216,058 s.f./4.96 ac. Lot Width 100 ft. min. 540 ft. Lot Depth 150 ft. min. 364 ff. Building Height 30 ft./2.5 St. max. 22 ft./1 St. Building Coverage 15% max. 7.25% Front Yard 40 ft. min. 42 ft. Rear Yard 40 ft. min. N/A Side Yard 10 ft. min. 161.7 ft. Impervious Coverage 35% max. 34.9% Parking 1 /3 seats (87 spaces)* 102 spaces Building Floor Area N/A 15,674 s.f. *PARKING FORMULA: 150 SEATS/3 = 50 REOUIRED SPACES; 260/3 = 87 REOUIRED SPACES FOR EXPANDED SEATING IN SANCTUARY NOTES. ON MAY 3, IggO THE SOUTH WINDSOR ZONING E30ARD OF APPEALS UNANIMOUSLY APPROVED TEMPLE BETH HILLEL'5 APPLICATION FOR �/ARI ANCE5 TO SECTIONS 5.4.1 (NOW 10.4.1) AND 5.4 2 (NOW 10.4.2) TO REDUCE BUFFER WIDTH5 ON LOT NO 30 (5UBJE67 PARCEL) TO ZERO FEET ALONG PUBLIC STREETS AND 10 FEET ALONG LOT NO. 2G AND REOUIRED A 25 FEET BUFFER ON LOT NO. 2Q (INSTALLED BY SUBIDI'VIDER). 1 2 3 4 5-6 A1— A3 L1 A14FFT INnFX nw�lffx COVER SHEET N KEY MAP PLOT PLAN TOPOGRAPHIC PLAN EROSION & SEDIMENTATION CONTROL PLAN DETAILS ARCHITECTURAL PLANS LANDSCAPE PLAN REV.: MAY 5, I gqq REV.: AFRIL -7, Iggq DATE: MARCH 2-5, Iggg SHEET 1 M �r ,1•: t .to . y 5,. !t l T d t x r J. 7 .t� ,4• Y»k'6' S �b .4i♦ � it � t y,,�' i v�i_ � ' -iu �'a�` � : �.Y. r., rr. �r�+a 1 i , r..'� K'i�v `i-i 1,� yh�� •':�, :.:. .,r� ::Yrt'.c i� � � '4. 4 ,,¢r >4~tq I ,�.�,i,� � ;,}yr• t. + ^��" . r � �a r ni J•r. �• i � ems' # ' 1 4 L d .. i Rr ".ti vh4o x.� K r f a A 5 • R n � _ 1` `%afro � mouth `llJitlid�o� 1540 U t NAN ARMA • of m 1WOSOR CT 0407wft AKA00C9 fiQ(i4445i1 PAX 1164S"4711 TV � A iY � •t': r CSR nFMD MAIL r r ri H NZ4191772" S'=L ' a. 3 • . a June 23, 1999 y r y Y - Rabbi J. Glickman Temple Beth Ifi71e1 1001 Foster Street Fad.. P.O. Box 403 South Windsor, Cr 06074 Dear Rabbi OUclana= Re: Appi it99-22P, Temple Beth Hillel Special Exception to 4.3.1/4.2.8c Site Plan of Dcvelopment We arXe pleased to advise you that the Ptanrung tic Zoning Commission voted on June 15, 1999, to approve with modifications the above referenced application for a Special Exception Site Plan of Development. This approval is for the construction of a Synagogue on property loeatW at 20 Balmr Lane, A-20 [tune as shown on plans prepared by Design Professionals, Inc_, Job No 69-427 dated 5/5/99, as revised. This approval is subject to the follawrtrts modtttcataons: 1 Prior to commencement of any site work, a meeting must be held with Town Staff. 2 No building permit .will be issued until the Anal rnylarz have been filed in the Town Cleric's office . 3 This application is sulrjaet to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including it bond in the amount of $4,000. v 4. An as -built plan is rtegt4red prior to issuance of a Certificate of Occupancy per Section 8.1.10 of th• Zoning Regulations. 3. Footing dinners arc required If tho building has a basement. 6. Landscape bond in the amount of $4,000 is required and must be submitted prior to filing of inylars. 7. All plans used in the field by the developer must bear the stamp and § authorised aiputtum of the To%m of South Windsor 6. WY(:A approval is required. 9. if :L State Traffic Commission certificate is required, no building ptrmits ` _ r .._.i' *he e;vflca a has � n iltil .w;r:,.: COS a14-311). Yr it wild sic ioat s waua - ..o cg ` 10. 3ngly1ccring cod imiate dated 4/29/99 and 5110199 must be addressed to the satisfaction of the Town 5rigincer. ytY L 11. r.w berm on Baker Lane must be modified and/or eliminated do that the .X Y existing trees remain along that ftwrtaYe. +." . 12. A aigi mast be erected at the ccit of the property dirscting `left turn ' only' out of the cite. 13 A waiver has been granted to aDow 9 x 18' parking spaces. 14 The panting lot closest to Cody Circle is to be moddl4d to pt'etcxvc as much of the eocfating hedgerow as possible and this modiffesttwn is subject to Planning & Zoning approval. 15 Parking lot lighting controls must be installed. lights in the parking area ass to be turned off by 10 p in. on icdz ly nights Slack and .white transparent mylars of Shout 2 .with the above moddkatiuns. together with three blueprint oopies of the entire set of plans must be atrbmittled to this Commission within 30 days to be —nipad and signed. The letters of approval of this Commission an weal as the inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the COvamisaion has sigrrad the raylars, they will be returned to you for tlfirig m the Office of the Town Clerk After ffing these plans, a copy of the receipt must be submitted to the Pbttuumg Departatent. The attached Special Yaceptitin form must be completed and filed in the Town Clerk's Offics. 'The spacial exception will take effect upon filing. Sincerely, 0.. 77tsaJl Walter J Mealy, Vice Chairama Planning & Zoning Commission WJM / dlw Attachment cc, own 8nguieer Chid Hutldi4g Official Assessor Superintendent of PoLutloa Control Fin Marshtal Petnr DsMallire, Design Prtifesawnals, Inc, N011 'i 1 PA141:1'1. AREA ;1115.058 %,1 It,, 4,96 Cc. 2 F'ANC11. /(INLD 14SIOL•NTIAL A"20. .1 COURD)NAW, F)A,FD ON M.D C. DATUM t 4 PARC31 NOT I UCATF.D IN FLOOD HAZARD ZONE PER f;t>MMI INI t r VANE.f. Nn 090036 00078. ON MA r 1 1990 THE SOUTH WINDSOR ZONING BOARD OF APPEALS I►NANIM0NJr'3I,Y APPROVED TEMPLE BETH HILLEL'S APPLICATION FOR VARIANCI[ 3 m SECTIONS S 4 1 (NOW 10 4 1) AND 5.4.2 (NOW 10 4.2) tfj REDUCt BUFFER WIDTHS ON LOT NO 30 (SUBJECT PARCEL) TO ZERO F(IT T ALONG PUBLIC STREETS AND TEN FEET ALONG LOT NO. 29 r AND REWIRED A TWENTY-FIVE FOOT BUFFER ON LOT NO. 29 (INSTALLED 81' 'SUBDIVIDER). 6 LOCATION OF PROPOSED PAVED LEAK -OFF ON GOVERNORS HIGHWAY AND RIGHT TO DRAIN EASEMENT TO BE FIELD VERIFIED AND APPROVED BY THE TOWN ENGINEER. MAP REFERENCE. 1 "PLOT PLAN -PREPARED FOR JEAN MARC JACQUES-BELDON ROAD - SOUTH WINDSOR, CONNECTICUT". SCALE 1"=40', DATED FEB 1, 1990, REV. TO NOV. 28, 1994, SHEET 5 OF 18. PREPARED BY DESIGN PROFESSIONALS, INC. (�I�►%� � rest crf'Sr�ulh. `�%rrcl�cr� 1•,4e SUL LIVAN AVENUE - SOUT4 VetNOSOR t:ONN 060 Ja AREA rxior aoa/er44-2'u July 1 1. 1999 ML PMT DCMatliC [lungs Prvkscawals, 1W. 165 South Satellue Road Louth Windsor, CT 060.74 , RI(: Temple Beth Hifel CovernarX Highway sir baked I,wre SOUTH W NDSOR, CT rkv Mr.17eMal lie '11u Suulh W milm r Water Pullutitm Ctx.trul Audkmty. ;t as sp"ial meeting, (A July 11. 19%, Save approval fa the connection an the'i'uwri s scwcmgt; syman of a hots (if woxship at Govrmn% Flighiamy 6r Baker Lase, as more specifically shown on plainenuUed 'Rcsun'cy pn4iarcd for reryiple l3ah ilillel - Govoxnom Highway & B:akcr Lane ,l'outh Wia&air (lannectkLd" by f)esign Profemoaals.Ine , Sowh Windsor, CT, Job No. R9-427, Shea 3 of fr (Property Survey Topoygiaptut; thud dared M.Irch 23. 1999. rcvi.ed 4 7 99 and 5 i 99. mid svbjtax w the fu0uu mg concittimr I T1''r avr.,r :I of the T,�" 2 Puwl AutMwily apprtsyal and aecepranee of the sani:tvy sewriage conaccfwtr will tx grvaa Owl; lt_c scwix line his liwa inAsIo d and inspected by trio Town ruff, 4nt hosed upon the wnnm venfumb, m of the Town ruff that said saait.i y sewn line was imuillad in subomiial conformance with the dcsigri plaitb pmvtoiusly approved by the Authority, and mr<Y[af all TrN n mgularwa and app[opnille tednrtalspeclfuautn4rrJxingTosanittrysewrsconsimcriea n b S7Vi An mn..r..r...n ,l.,s...• .fi,.11 L....s..J,L..., ,� .:...� „f .............:.... 4 This approval leticr zimct oc supervrlt,w-A on the hurl appruv:d plam very �hmlyt y—S, Air s"r4 Clrarin n Warr Pulluum Conin?l Authrxity TH rt cc: Matthew GathEan, Iowa Manager N(zhml J Gaidick, [director of Public Wolcks Jeny lanxita, Town huguicer Mania Binacb, Director of PLtmrng Jahn Collins. Chili Buddiag Jmpeclor Temple Beth HOW Ill = 29 00'14' R = 230. OC L = 116.43' 0 = 9000'00" R = 25.00' L = 39.27' ry 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS l to LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 1 9/13/99 REV. PER TOWN COMMENTS SIH INFORMATION. ALL EXISTING UTILITIES SHOULD 4 8/16/99 RELOCATE 10 SPACES PER PZC #14 SIH BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 7-13-99 ADD APPROVAL LETTERS/RELOC. 10 SP. PER PZC y14 KMI BY A LICENSED LAND SURVEYOR PRIOR TO 2 5-5-99 REV. PER TOWN COMMENTS KMI o" CONSTRUCTION. 1 4-7-99 50' BUFFER ALONG CODY KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. t DATE DESCRIPTION er 20' WIDE DRAINAGE EASEMENT IN FA VOR OF G T T CORPORA 77ON AND LOT No. 29. N/F BARR Y M. SLATER & SHARON LA WGNE--SLA TER 25' WIDE DRAINAGE EASEMENT IN FAVOR OF L OF No. 29. 0 i1 200 01 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 - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 . TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON RICHARD P. MARTEL N/F THE FRENCH SOCIAL CIRCLE BUILDING ASSOCIA TION, INC. A/ 77•AD•t r" L- � � � /Y G✓ r= � r L 364.86' FA VOR OF C. L. & P. EASEMENT AREA PROP PA VW — — LEAK -OFF --\ ___4 860.291.8755 GRAPHIC SCALE 40 0 20 40 t1 esign ( IN FEET ) &rofessionals., inc. 1 inch = 40 ft. Im Civil Engineers • Planners • Surveyors • CIS 1165 south satellite road svutf' windsor Connecticut 06074 PROPERTY q'Ei'NJRVEY PLOO T -PLAN DES7GN.• KM/ DRA mv- KM/ CHECKED.- RLJA ✓oB No.: 89 — 427 DA TE.- March 23, 1999 DRAWING No.: D: � JOB 189427—SP �� %vrurr cr�'�Utcih °�urJ�srtr 1A ry40 SULJVAN A'.'FNUL • S,OLr-i, WlvOsoR CONN 08074 •♦4r � An LA:;OOE act:,t44-r,, Mate 6, 19" Certified NP46249800:3 Temple Beth Hillel Synagogue 1001 Foster Street Extension P.O Box 403 South Windsor, CT 06074 Dear Madam/Sir- At the May 5, 1999 regular meeting, the Inland We:Jaeds AKrncy/Conservation Commission approved application 099-22P -Temple Beth Hillel Synagogue IWA/C(: permit for the construction of it 15,675 sgaarr tuot butld:ng with ,t parlang for. sturmwater stntcturrs, and associated enpruve:nerts or. property located ust the "uthr ty side of Governor's tflghw'av and westerly of Seidon Road, (Assessor's map #61, parcel r9 27) A-20 zone. This approval ,s subject to the following oonditiorm. 1 One blueprint copy of the entire set of plans anti !nis Ic:te, reproduced thereon, mtrst bw submittm to this Comurrswon. This musts be completed within 65 days of approval prior to anv constructon :aclivity on tht- site. Plaits submitted to Planning 8t %wining Commission shall be considerrd having met (:his requirement. 2. The application shah inren,r,lr nerd J * ^w h ul W" � ur'rr, 11— 11 Sy y, VI which might rrsitit from Lilt - pi uposed operation or use. 3 Thr permit is valid for five years and shall expire oft May 5, 2004 It is the landocsnerls)/applicant(s) responsibility to track expiration datrs and notify the Commission of a renewal rcquesl at :east Ir5 days prior In expirn-ion. Templc Roth Ifinel Synagogue May 6, 1999 I'age 2. 4 All approvals required must be obtained and submitted prior fo anv activity on the site 5. A contart person shalt be idrnrified or. the plans 0, We :ccommend a bond in the amount of $4,O(JU be submitted to the Planning & 7.oring Commission to ensure compliance with the Erosion and Sedimentation Control Measures and mitigation plantings $'2.000.00 will be released upon stabilization of the site and $1,000.00 will be released after two Kruwing seasons to cnsurr- pmper esmb(:shmcnt of wetland plantings. 1. Thr applicant shall inspect the dramaRr sysunm a minimum of twu Imes of Year acid cleaned accordingly. Vciy truly yours, INLAND W P`Fi_ANDS AGENCY/ CONSERVATION COMMISSION E th A. Warren, C7fuurpe-son .v`ZZCli�7� a�-rCY E:A✓�f� cc- Chief Building Official Plarurtng ✓3 ZoninK C:nnimission Toum Engineer Dt'%Rn Professionals LEGEND Cl EA a111VG IRVIV r- 0 EXISTING MONUMENT H PROPOSED LIGHT POLE (SEE SHEET Ll) PROPOSED LIGHT BOLLARD (SEE SHEET L1) LISIING OF MONUMENT COORDINATE POINTS AA er r n A T'1 111 ,.r.IJ..J. �- . %J'V' ?_Q N T MQRIiM LA.$ URU 1 173288 51 19164' ' ' 2 173953.23 19164 6 113826.13 1915.st 7 173743.45 191483.9 15 173626.74 191432 4n 16 173613. 9 5 191399. 52 17 173641.68 18133&60 33 174041.93 191583-96 34 174219.96 191297 40 RESURVEY PREPARED FOR Temple Beth Hillel Govemon IH n" gh ay & Bakeir Lane SOUTH WffNDSOR CONRTEMCUT SH EET 2, 0 AM i 'ii4P.s4l �,t;'[ �C •�? .+�G"• •rw •. 4+.i�!?'�lr1Ma�(IF .. - . - _. w NOTES: 1. WETLANDS FLAGGING DETERMINED BY REMA ECOLOGICAL SERVICES, L.L.C. ON 11/13 & 11/28/97 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. T i 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Nrn INFORMATION. ALL EXISTING UTILITIES SHOULD of" BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD orn 0, BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. EX. S M. H. T.F. =79.99 F.L. =69.91 '�, = 29 00'14 R = 230.00' L = 116.43' A = 90 00 00" R = 25, 00' L = 39.27' EX C.8. T. F. -77.24 F.L.=72.49 REVISIONS 4 8/16/99 RELOCATE 10 SPACES PER PZC #14 SIH 3 7-13-99 ADD APPROVAL LETTERS/RELOC. 10 SP. PER PZC #14 KMI 2 5-5-99 REV. PER TOWN COMMENTS KMI 1 4-7-99 50' BUFFER ALONG CODY KMI NO. DA TE DESCRIPTION BY .,a',•+e.•+,' w;c.. r gy�t•�''4 tom'. •� wP,'. ,'r',.. ..t mr . a , . ,, a i l✓� P.YC•F• .a7,p� Fi v,A'� �� '�.+51� •,! .,•t, ,, 1�e' y' 1„Si A•...,- 7'.H t�,...?T} �..r y '�„ .1, {'1,�♦ V, E�q: G. fir'`. t 4. ' , ,y�i) t `'�' ;i�a�^ � :� _j 1��,.sC "4"' .''t�E S%� �,•si $�,A. 4"p�� t +i �., 7. id + • r°?�.�;'qn�`.. t .'''. Y�� q f x_d+f 1.,`n�'� i -$'` F (.. :.�• �t , a.' C s, s + t •, I 1 y e: ? p:. (>C 1 1 J y w1aS , /s. E/ �i'P.; �>..•��L i- •A �•f.+4. t:�'Z'..rs_ �.. �.�'�, N/F BA RR Y M. SLA TER & EX D.M.H SHARON LA WGNE-SLA TERF,L.08)= 73.49 F.L. (15 1=73.74 F.L. (4 )=74 0 -7$ IF 79 79 80 EX /�N. DRAIN IN - '6.3 v' t. A. P.....r.'? +u !i:t wJP. �'Y � � ,+�<� � � fr � i � �.•�; r� :.^s•,S.•`�r,:"" .,� ., t '•��.t,°�F� � ,�,• �4'rgx � x' ,` o�dr•`�,;�s tj�,: �r Y,'.''i�>x�nbbn :,�' �."'�k: .A•• T ,'�` "�{P'�P„ ..rii'�. }p' "Sib,) y <.�� t�T�',; �'i4. 'Q' ,. -G'. �y. , r ' � •-K• vf� w �1.�aL6_.r . Ay ' i ,' i. •§t. .i .-,.ig, •� 1 s ;`ig` , r Ft, �'!, '�i�`, ..,x'Fi1i'.4 .p - •�� }�}Y tr c-.i" 1'. �" .fty '`4°..,�t x. � ' �y�1, \�.t ,�. •,,r i''. . aA".` 'F'' . 1 � Y .7. •tom :ii �♦ i i y{ r� �. �: 78 Nlf - THE FRENCH Sqp AL CIRCLE 7776 751 I BUILDING ASSOCIA I70'N, - INC. u 78, k� T. F. p78. 72 I i 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 - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. .'4 T�.�o ,t R 4 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. i 360. 291 • 8755 esogn in c. nc. • Civil Engineers • Planners • Surveyors • CIS 165 south satellite road south windsor • Connecticut 06074 /0 nl Q 67) PROP. OUTSIDE DROP INLET SANI T. LA TERAL IN =72.5 EX, S. M.H. 't,';+ 4 T.F.=84.39L,.�`< F.L.=65.26 �'Yt,w P� +►OPE�TY SURVEY TOO POO GRAPHIC PLAN'' DESIGN.- KMI I DRAWN.- KMl I CHECKED: RJA JOB NO.: 89- 427 DA TE.- March 23, 1999 DRAWING NO.: D.• 1 JOB 189427-SP DOWNSTREAM STORM PIPE INFORMATION STRUCTURE w1 80'-12" ADS N-12 0 0. 690 YD#2 1D#2 182'-12 " ADS N-12 0 0. 9% C81f1 CB#1 15 -12" ADS N-12 0 1. OX DMH 1 CB#2 55 -12 " ADS N-12 0 0. 9Z 091011 CB#3 30^-12" ADS N-12 0 J..JX C9,14 C6#4 11 -72" ADS N-12 0 3.6X DMH2 C8#5 3.5v 12" ADS N-12 0 1. 4Z C8,#6 C3#6 11-12" ADS N-12 ® 3.6X DMH2 CB#7 15 -72" ADS N-12 ® DMH9 C8#8 704'r12" ADS N-12 0 0,962- C80 CB#9 64 -12" ADS N-12 0 1. 19r CB#10 CSA10 42^-12" ADS N-12 ® 1.29 EX.DMH YD#3 49'-12" ADS N-12 0 0.5% CB#11 CB#11 139 -12" ADS N-12 0 0. 5% C3#12 CB#12 68 -12" ADS N-12 0 1.19' CB#10 NOTE,' ALL SEDIMENTATION STYLE CATCH BASINS ARE TO BE EQUIPPED W 7H TRAP HOODS AT DISCHARGE END. '•'S°' Li°K'*,.`i'�4�fy`4'' �D�IS�`P.7I.'E•4,�f"¢{18p,+�-�ti`47E',P+ }'!��►':�t; FIL TER FABRIC.• ' e:rrs�` w r asm MIRAR 140 OR I APPROVED EQUAL PERFORATED SLMSURFACE ROOF h r9 DRAIN CONFECTION ^` N. F S. 5. NOTE: PERFORATIONS ARE TO FACE DOWN L, FOR SUBSURFACE ROOF DRAINS. LEGEND O EXISTING IRON PIN El EXISTING MONUMENT 529 -- EXISTING CONTOUR '-[EED- PROPOSED CONTOUR -287.3 PROPOSED SPOT GRADE J EXISTING TREELINE PROPOSED TREELINE - 5 - PROPOSED SANITARY LATERAL - W- PROPOSED WATER SERVICE WETLANDS - - EXISTING WATER MAIN AND HYDRANT _ =M-- = EXISTING CATCH BASIN AND PIPE ! PROPOSED CATCH BASIN AND PIPE LR PROPOSED CATCH BASIN WITH SEDIMENTATION BASIN PROPOSED STORM MANHOLE EXISTING SANITARY MANHOLE AND PIPE RESURVEY PREPARED FOR Temple ,Beth Hillel Goveirnoirs Hioighw&V & Ba keir Line SHEET on , :. .r -,t , .rt< K,. ... .t} `!r �.., '�. _.JT_ z f A �. , . �' r+ ... r*� .r+. .. •a: i` .. ^.�` ,_ _ m- � ��-iW7 �„Fai, �• y��'sl a'• ray �{ �� q' :G .' �y �y+�� -� �: v . y",� �. _ Mp f,• •€ Y P r.�7� �!ISPf"�j` '7' .e: Cj t a t]g ert� }�,p I riy{ r••�:y' fl+ ,,:., T� J: �faTyai -.t 4ey ff1 r Y t,�; t •a' �.- .a. P �4 �1 '�•,��{, , a rfdsG7r"; ZyY �s�r el, t lrt r s + • F f i�''�a"' ` .. a f ��`'y��.'t , y..'S :��r; " `7`'`-' � st t ,c ` � .'+k', 5u+ "F �• '�:�.� '�. ,t ~ - �.st4�� r��+' r1,'d]r.^•eMArs�r�,y�r; 1 � � �. 1,�� y�- ��' � � 1 i,� � ._.Y .. _�,. +� k Fi } i . 'a -• ; �.,' c• '� � ),y ,y} � ' F` a y�Y:. �` a ��•a , � f a u r� - NOTES: ,� .. .*• f TALI 1. WETLANDS FLAGGING DETERMINED BY REMA ECOLOGICAL SERVICES, L.L.C. ON 11/13 do 11/28/97 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 79 78 78 79 80 I I i Nlf - - - TNT rPrA1r11-4 -Zrir 1AL- /'`1t?; Y jr1 ;9 x o I 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS GRAPHIC SCALE t 9/13/99 REV. PER TOWN COMMENTS SIH 4 8/16/99 RELOCATE 10 SPACES PER PZC #14 SIH BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 0 20 40 80 + 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 7-13-99 ADD APPROVAL LETTERS/RELOC. 10 SP. PER PZC #14 KMI BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE ( IN FEET 1 I inch = 40 ft. ` -5-�� ocv oco rnwi rru�ururc REV. KMI 1 4--7-99 50' BUFFER ALONG CODY KMI NO. DATE DESCRIPTION BY IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR 860.291.8755 ■esi n 9 rofessionals, ine. ■ ! Civil Engineers • Planners • Surveyors • CIS 165 south satellite road south windsor • connecticut 06074 DESIGAt: KMI I DRAWN.• KM/ I CHECKED: RJA ✓oB NO.: 89— 427 IDA TE.• March 23, 1999 DRAWING NO.: D: \ JOB 189427—SP MINIM O EXISTING IRON PIN o EXISTING MONUMENT _ �2Q _ EXISTING CONTOUR -[3ED- PROPOSED CONTOUR - 287.3 PROPOSED SPOT GRADE l.AA-.4 EXISTING TREELINE PROPOSED TREELINE PROPOSED SILT FENCE PROPOSED HAYBALE LA •jam WETLANDS RESURVEY PREPARED FOR Temple Beth Hillel (� 1rn�v1>amsr� �rnm� M n w1kMrM w A TRa, llr Air SOUTH[ WIINDSOR C®NNECTIICUT SHEET M 6 x t"T tf tlr a Cr� ._ .. . ,. -, -. •, ..Y .mot" - A• , 1 .. ' }r/� r y� .e w:-, +itl� t -"l.: '..••_-. .ice-. _"� ",dr I. - rii .. , ., .a. ,`i'T' - r. 4 rAC --<r •, Y- 4- r fi • s i w' (�{' ', • ^rM. s .y,)+, di"'^I, st * �. `.a eFv,. ^`�` Iffy -^'>•.;f,�y;y., � 4 F.#FSM _,, �,. a,y .�, .I`Y;'.��, yr, r r '+ 7P 3-, - 1.L r. a, { '�, '1 ♦ !! „u j . 'Fri y,-_ „"r a• { T•�i JS '+ M-'}�Nr �4x� yYr� 9 x I i s s .^ A- y e r t ti E. - y� y;r.•l� 3 Ar Aa , T. .t t' 'L.tS,, 'Y j •.• - ALL MATERIALS ARE TO MEET COW DaT. SPECIFICATIONS FORM 814A AS AMENDED GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR METROPOLITAN DISTRICT COMMISSION STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON BAKER LANE WHERE NECESSARY TO PREVENT DUST BUILD UP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SIUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT D.O.T. "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814", OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI- SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. OPERATIONS AND MAINTENANCE THE FOLLOWING IS AN OPERATIONS AND MAINTENANCE PROGRAM FOR THE TEMPORARY AND PERMANENT SEDIMENTATION AND STORMWATER SYSTEM CONTROLS. IT IS INTENDED AS AN OVERALL GUIDE. ABNORMAL CONDITIONS SUCH AS A LARGE PRECIPITATION EVENT OR EXTENDED RAIN OR WET SNOW CONDITION MAY REQUIRE MORE AGGRESSIVE MEASURES TO MAINTAIN THE SITE IN A STABLE CONDITION. TEMPORARY MEASURES: 1. SILT FENCING AND CATCH BASIN PROTECTION ARE TO BE INSPECTED ON A WEEKLY BASIS, AND AFTER AN INTENSE STORM OCCURRANCE. THE MEASURES ARE TO BE REPAIRED AND/OR REPLACED AS NEEDED. 2. THE ANTI -TRACKING APRON IS TO BE INSPECTED TWICE WEEKLY. STONE IS TO BE SUPPLEMENTED OR REPLACED AS NEEDED TO ENSURE EFFECTIVE PERFORMANCE. 3. THE PROPOSED ENTRANCE DRIVE AND BAKER LANE ARE TO BE KEPT UNDER CLOSE SUPERVISION AND SWEPT AS NEEDED OR AS REQUESTED BY THE TOWN OF SOUTH WINDSOR. PERMANENT MEASURES: 1. CATCH BASIN SUMPS AND THE SEDIMENTATION CHAMBERS ARE TO BE INSPECTED AND CLEANED, IF NEEDED, QUARTERLY DURING THE FIRST FULL YEAR OF OPERATION FOLLOWING THE COMPLETION OF CONSTRUCTION, 2. THE CATCH BASINS AND SEDIMENTATION CHAMBERS ARE TO BE INSPECTED AND CLEANED OF DEBRIS, IF NEEDED, FOLLOWING A STORM EVENT WITH AN INTENSITY EQUAL TO OR GREATER THAN 1" PER HOUR. 3. AFTER THE FIRST FULL YEAR OF OPERATION, ONCE SITE STABILIZATION IS WELL ESTABLISHED, THE CATCH BASINS AND SEDIMENTATION STRUCTURES ARE TO BE CLEANED IN THE LATE SPRING FOLLOWING THE SWEEPING OF ROAD SANDS. SEQUENCE OF CONSTRUCTION: 1, PRIOR TO THE START Of CONSTRUCTION, THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE STAFF OF THE TOWN OF SOUTH WINDSOR, 2. INSTALL THE ANTI -TRACKING APRON AT BAKER LANE AS DEPICTED ON THE PLANS. 3. INSTALL All SILT FENCE ALONG THE BOUNDARIES AS DEPICTED ON THE PLANS. 4. GOT TREES AND REMOVE STUMPS IN THE WOODED AREAS TO BE REGRADED. 5. !STRIP AND STOCKPILE TOPSOIL IN THE AREAS DEPICTED ON THE PLANS. 4, ROUGH GRADING OF THE SITE IS TO BE PERFORMED. /. 090IN INSTALLATION OF THE STORM DRAINAGE SYSTEM INCLUDING CATCH BASINS, PIPE, AND SEDIMENTATION STRUCTURES. OM 0"TRLY-'110N OF THE HUILDING AT THIS TIME. t SWING AtL MAVF I) AH1 AS TO PROM SU13CRADE ELEVATION. tt ' INSTALL SF WI R, WAtLR, AND ALL pT14ER UT'{UTIES At THIS TIME. I iNC;1AI L SUBBASE, RASE, BINDER COURSE OF PAVEMENT, AND CURB AT THIS TIME. 12 111 ACI. LOAM, SEFD, AND LANDSCAPING OF NON -PAVED AREAS. 11 INSTALL WALKS, FINAL C;OURSF OF PAVEMENT, PARKING LOT STRIPING, AND REMAINDER OF SITE APPURTENANCES. 14 All F ROSICNV CONTROL MEASURES ARE Tp FWMAtN IN PLACE UNTIL THE SITE IS ADEQUATELY STABILIZED. ANTICIPATED START OF CONSTRUCTION: JUNE 1, 1999 ANTICIPATED COMPLETION DATE: JUNE 1, 2000 DO < i 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY 4o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD 12+ BE FIELD VERIFIED PRIOR TO CONSTRUCTION. J, 2 ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE ` IMPRESSION SEAL AND ORIGINAL SIGNATURE I OF THE PROFESSIONAL ENGINEER/SURVEYOR. �+ 1O � R.D.W. BITUMINOUS CURBING S' S EXPANSION JOINT AT BACK OF CURB MOTH VARES AND AT SIDEWALK LINE EXPANSION JOINT AT BACK OF CURB AND AT SIDEWALK LINE. SIDEWALK SLOPE NOT TO EXCEED 1,12 GRASS GRASS 3•MIN. BITUMINOUS CURB LINE S-4r MAX B.O.V T.O.C. -BITUMINOUS CURB TYP. FINISHED PAVEMENT LEVEL-- <BHTH SIDES) DRAJNAM: DESIGN IN THE VICINITY O RQVS SURFACE SHALL BE TEXTURED AND $HALL DE AN DREGRAL PARY OF THE RAMP NON -SLIP. DESMK 1Q DRADYNE STRUCTURE SMALL DE RRM ACED VHTHE LDTRS OF THE RAMP.. CONCRETE SIDEWALK HANDICAP RAMP NOT TO SCALE - F1' CURB MT, STREET LINE R.W. VARIES 4' -+ MEET TOP OF CURB, OR EDGE OF 6' PAVEMENT IF NO CURB EXISTS I/V-1 31 Max. 1/2':1' RESIIIENTIAL BIT CURB - a.�*'Y• :;:� 4' TEP=L t SEED 4' TOPSOIL t SEED �UNDEXSISTD'MG 8' PROCESSED OR BANK RUN GRAVEL MEET GRADATION OF M2.06 GRADING B OR MS.OLL 5' CONC. SIDEWALK (8' CONC. AT DRIVES WITH 6'X6'XIO/10 WIREMESH) NOT TO SCALE TYPICAL SIDEWALK DETAIL TOPSOIL & SEED QQ 1.5" BITUMINOUS CONCRETE CLASS II SURFACE COURSE �2 1,5" BITUMINOUS CONCRETE CLASS I BINDER COURSE n3 6" PROCESSED STONE BASE ® 6" PROCESSED GRAVEL SUBBASE BITUMINOUS CURB AND PAVEMENT CROSS-SECTION a a s �f* t •hi y �w �S* . L 'tt • a' ca�, m•:: •�: s. .:r. � .A, T i Ir +Its ,:-.r •.:.. ir' ,'ti t '� .' 6•. gg a / e Flow Habale Installation at Catch Basins C8 GRATE FILTER FABRIC - FILTER SUBGRADErREPLACE FABRIC Ce TOP EMOVE CS PLACE FILTER FABRIC GRATE TAKING CARE DAMAGE FILTER FABRIC W/STONE OR EARTH PILE. CATCH BASIN GRATE SEDIMENTATION CONTROL not to scale Storm Sewer Structure Flow Anchor with two 2"x2%3' Stakes in each bale. EARTH OR STONE ANCHOR PILE SUBGRADE 1 �♦ I, _t .k r �• 't 'rl �' g4 CAST IRON HANDLE 8.5" 10" 5" -- 6.5" A B PIPE SIZE WT. LBS. ISETTING METHOD 16" 1 " T 70 lb. 1 2 HOOK iS2" 17" Q" 7F It, r) Lj^^VC 20" 12" 10" 85 Ib 2 HOOKS 22" 16" 12" 100 Ib 2 HOOKS 25" 17" 15" 135 Ib 2 HOOK 1 " 155 I F, 9 HOOKS CATCH BASIN TRAP not to scale AZVT . SET POSTS AND EXCAVATE A 6".6• TRENCH 2. STAPLE THE SILT FENCING TO THE 5•UPSLOPE FFENCING FROM POSTS. SILT _ END OF THE POST AC L 12" MIN. 1 1-1 �. - T - - 6" CT D.O.T. 2" STONE TO BE PLACED OVER FILTER FABRIC MATERIAL z H FLIER FABRIC TO 4. BACKFlLL THE POSTS AND EXTENDTHE ANDS PAST SEE SEDIMENT AND EROSION FABRICITINTO THE SHEET FOR PAVEMENT WIDTHS uT COMPAC TF to -,( HAGkF��.i� JRN � F THRU STREET EDGE OF PAVEMENT CONSTRUCTION OF SYNTHETIC FILTER BARRIER ANTI -TRACKING APRON not to scale 9" l l 'fir � ; � HANDICAP PAVEMENT MARKING not to stole 5" THICK CONC. DUMPSTER PAID-" (SEE PLANS FOR DIMENSIONS) V DUMPSTER ENCLOSURE DETAIL N.T.S. REVISIONS 860 291 -8755 eisi n ° ' IrALS r o f e s s i o n a i s, inc. DE -SIGN: KIWI DRA WN.' KMl CHECKED: RJA 1 5-5-99 REV. PER TOWN COMMENTS KMI ! Civil Eneineers Planners • Survevors • CIS ✓oe NO.: 89-427 DATE 3-23-99 NO. DATE DESCRIPTION BY 165 south satellite road ' south windsor Connecticut 06074 DRAWING NO.: D: �110B\89427-D.DWG Temple Beth Hillel Go velrnoirt; IH[nglhwa,y & Bakeir ILa1me South WindsoIP (Co nnner-fi ui SHEET 5, y g 1 A wZA -. 1� ` .,r. � a. . _ F� v. .-r. E . F r / :.. It .�. ,4r ot t c :T•.. - .� .a .t...l . N -. a&r, y : i.. . �%. 1 L:1�. .. .. _ .. r •u, ..+ .. �.- ;Pr.. r r. ,. _:.. t.. i ! .:Mw ow t ..�. L, r 7: ry - + lam' '�V F• , t�++A%,�+","p Lt�r�::t .. J.1-'�9r :a .p 3;�,Abfn�'"Cr� •,,-'� °wz.. .l. >4.'If'��P x/�:� r=. hcti_agy e.�Y• 7 bY. .,� -r_ f• - _ �_- i t• t �u�L� r1�bj�f. »,4�'iStc` f�yf >�i ?Sxly' a }is tiC.x+t rx �t. S. - '. ,!!ken ,y:• ... r , 10 13/16' A NOTES. 8 5/16" FINISHED GRADE 1. ALL EXTERIOR WALLS OF CATCH 5' t'-8 3/8" 5" n BASIN WILL BE FACED, PAINTED 4 13/16" 3'-1 3/4" 4 13/16" 3' MIN \ ri AND GROUTED CEMENT. 2. LADDER RUNGS SHALL 8E PRO- -11 LAWN STREETS STREETS LAWN VIDED IN CATCH BASIN WHERE STANDARD PRECAST RICK LEVELERS a I I CROSS-COUNTRY PAVED AREAS PAVED AREAS CROSS-COUNTRY HEIGHT OF STRUCTURE EXCEEDS CONCRETE UNIT 8 FEET. m m 3. IN SANDY SOILS APPLY DAMP- 2'-8 3 4' - t2 i'-8 3 8' 2 �z PROOFING ON ALL FOUR WALLS. Z 6 12 2 N sew r 4. RED BRICK NOT TO BE USED. F SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL l 5. WHERE PRECAST CONCRETE UNIT ; * _ - 4" M i 4 Min. IS USED FOR SUMP THE TOP OF �j 7 5/8" 7 13/16" 1 w f THE UNIT SHALL BE AT LEAST w Approved granular non -organic backfillEO O 6' BELOW THE BOTTOM OF THE > O 11 L PIPE OUTLET FROM THE CATCH Z " 12" a material placed and compacted in one BASIN, foot (max.) lifts. 12" 6. WHERE MASONARY CONCRETE UNITS a CLASS 'C' CONCRETE 10 O 0 0 O 0 O A ARE USED CORBELLING WALL BE �- OR PRECAST UNIT IL.-- PERMITTED. MAX. CORBEL TO BE 3". ill 4'-4" NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS 8' 3'-0' 8 O 7. ADJUST FRAME ELEVATION s" 4'-0" 8 Warning tape per Conn. General Statute PLAN VIEW O Q p WITH BRICKS 6" ro t2" 5'-4' I section 16-345, as amended, laced 12 0 8. PROVIDE MINIMUM 2'-0" of CLASS 'C' CONCRETE (min.) to 24" (max.) above the top of COVER OVER PIPE AT BELLS OR PRECAST UNIT O O the 0 9. PROVIDE 6" OF 3/4" TRAPROCK 0 pipe Bank Run Gravel fillUNDER EACH STRUCTURE AT BASE. SECTION A -A SECTION B-B 0 Sd BIkplaced and compactedi APPLICATION OF GRADE V-7 3/8*" PVMT. QRQ -SLOPE Y8S T- x W S (� (V V5 f S� Z `CLASS 'C' CONC. "' 2 tZ3 3 OR PRECAST CON(. BLOCK 8" _4" CLASS 'C' CON(. 5'-4' -+--I SECTION B-B SECTION A -A --- BRICK LEVELERS 3-5, c I-- 4'-8 3/4' --I TYPE 'C' CATCH BASIN not to 3Co1e 2 - andEn 1.5, Dla 24.eo" pa 0.75' HHoles r 1.50' 2125 -� 1.50' I L _Tors --. 4e D w, -- -- SECTION 8-8 CAST IRON FRAME Not To Scale 3-5/8' NOTE 1. The lower surface of the cover and the oorreeponding upper surface of the frrno shall be machine finished to provide a smooth flat contact of ft, without any tendency for the cover to rock or rattle. 125. I.Izr ,r ale. SECTION A -A CAST IRON COVER Not To Seale NOTES: 1. YeFM oonshuctlen to be of cast motrld wRh uuu hales above outlet $*Wbm, or mortared osawt Nedra wiM w4p hales above outlet Eoulln. 2. fee sMu/se deteM for catch eosin R'alns lk grata, mrawls E•ame R aver, misc merende beleEe. and t„kd Mefndn seetfan. I Alkwku n *tape " be 1Webd at 12' vrYoal Intervals from 12' (mmf) below top a1 lass elevallan to 12' (max) stew Inside bottom elevation at each aee.se pobL 4. E14iclUre shall we H-20 loud" rIbAQ _ LAN VIEW 4' 1 down (0.8f/fl) A"C" C.B. STD. AND FRAME NO ADJUST TO GRADE WITH MAX - CURE LINE OF TWO COURSE OF BRICK STD, M.H. FRAME AND COVER 10" MIN L 2'-8-3/4- V-10 j I 2'-1 5/8" z'-13/8" a 0 T -,_�1-- � T t M' Nt10117 Of sont T l ALUM tv[N WAIN- CL OF STEP outtly PIPE 3-8M L L� 8'-0" I O 1. 6'-0' I 9'-0" ---J 7'-0' SECTION A -A SECTION B-B SEDIMENTATION STRUCTURE not to scale 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DA TE REVISIONS DESCRIPTION U o�0o❑OOC."'�Q ❑ o ❑❑ ❑❑ o ❑ 0%? 000 ( o oo❑o.o STORM MANHOLE ALTERNATE �J NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO - A VIDEO IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST - 5' I 4' --I 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS AN VIEW ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3'. NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS, TYPE 'C-L' CATCH BASIN not to scone NOTES: ADJUST FRAME ELEVATION WITH BRICKS 6' TO 12" PROVIDE MINIMUM 2'-0' OF COVER OVER PIPE AT BELLS PROVIDE 6" OF 3/4- TRAPROCK UNDER EACH STRUCTURE AT BASE. 24• DIAM OPENHO e s - FLOW oa000 000000 00000 SECTION A -A a�oDo MV DRAMFRAW FRAME k MATE TO 8E: _ AM TE (SEE DETDETAIL) L. EMION FOURMY MODEL LM264 OR APPRO\m EQUAL I ADJUST W GRAM w1N Dl_ MAX OF 1t1+0 OOUR�S OF CON- mom Y-we AM IPIONF MANI LE SLIONVACONCRETE MAN/OI.E JOINTS suite ro IeNc" .own 24-1/4' - FLOW FLOW 2P-3/4• A s'-0" DIA A FAROVACED CONCRETE MANIOLZ EASE N '� YARD DRAIN FRAME & GRATE NOT To SCALE 6. 3/4' GRTSItED STOW tOl1fOA,lON SECTION B-B PRECAST STRUCTURE FOR YARDDRAIN NOT 70 SCALE SOUTH WINDSOR STANDARDD FRAME AND COVER ADJUST FRAME TO FIN, WITH CONC. BRICK (6' TO 12' MAX.) STANDARD STEPS (SEE MISCELLANEOUS MANHOLE DETAIL) ALL JOINTS TO BE P❑INTED FLUSH AND FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT CONCRETE OR BRICK INVERT. 6' OF CRUSHED STONE 6'-4" DIA. NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12' FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. STORM MANHOLE NOT TO SCALE INISHED GRADE (SEE STANDARD DETAIL FOR C❑NNECTI❑N) BRICK( DAM FACE O F-/� MANHOLE WALL VAPTr 1/2 O.D. PIPE 1/2 O.D. q V < PIPE q d d 6" Min. q q rIf � TYPICAL SANITARY SEWER TRENCH SECTION NOT TO SC:AI E 6' MIN, a. < < 4 4 6' MIN, 6' MIN, F-I F_\/ATTFINI �f- TTI-lNl L-LL V F1 I -LLi1 V .,JLI LLi1 V -REVERSE 'Y' 30 OR 45 DEGREES COMPACTED EARTH (SUITABLE MATERIAL) =LB❑W LASS 'A' ❑NCRETE NOTE: PRECAST OUTSIDE DROPS MAY BE ACCEPTABLE UPON APPROVAL OF TOWN ENGINEER. MANHOLE OUTSIDE DROP INLET NOT TO SCALE an an et in 6" layers. No stone larger than 1 1 /2'>. Material shall meet Pipe, as specified D.O.T. M.02.05 3/4" Broken Traprock 3/4" Crushed stone bedding material in rock excavation or as directed by the engineer. The material shall meet D.O.T. M.01.01.21 for 3/4" stone. Bockfill to centerline of pipe when using Polyethylene or A.D.S. pipe. 8" INLE 860.291.8755 M7QLC'* esign ro f e s siona ls, inc ■ DESIGN: KMl DRAWN: KM/ CHECKED: RL/A I Civil Engineers • Planners • Surveyors CIS x,6 NO.: 89-427 DATE: 3-23-99 165 south satellite road south windsor Connecticut 06074 DRAWING NO.: D: \JO8I427-D.DWG r 12„ \ t /2 O.D. PIPE 1 /2 O.D. PIPE qq ggqqqqqqq 6" Min. 12" PI E 12 TYPICAL STORM DRAIN TRENCH SECTION NOT TO SrALE X) TLE T FFLE GREASE TRAP NOT TO SCALE 1000 GALLONS 3/4" OR(K 'N IRAPROCK UNDER BEND TYPICAL CLEANOUT NOT TO SCALE SHEET Temple Beth Hillel Governors Highway Balker Lane 6 South Windsor Connecticut I I A B rr c 9. D F M kpv G I H I I I Ji K 0 mow@**00� 3 li mm 11 =Z 5 , I m ( 1 %D %J U 1 rl F_ L F_ V /-% I I I) IN EAST ELEVATION NORTH ELEVATION 3 SCALE: 1/8"=1'-0" SCALE: 11/8"=1'-0" STONE VENEER 0-rnKIC: IA/Al I f'%AD SPLIT -FACE CMU STONE WALL CAP STONE VENEER — EIFS ROOF SHINGLES�---- n-rr k 1r % /rL lr_m rlULLUVV lVir— I /-XL rr'(^IVlr— L)UUM Ell I Ell r L K-4 WEST ELEVATION �A 00) SCALE: 1 /8"=l '-0" ALUM. WINDOWS HOLLOW METAL FRAME DOOR EIFS SPLIT -FACE CIMU \LL \LL \LL OOR WALL IG HT. I FLOOR TOP OF WALL TOP OF WALL FINISHED FLOOR TOP OF WALL TOP OF WALL FINISHED FLOOR DATE OF REVISIONS c: C 0 L) 0 VJ DATE PROJECT NUMBER 0198 SEAL O fV c? SHEET NUMBER A-1 Copyright Levinl8rown &Associates, Inc. 4 FIRST FLOOR PLAN SCALE: 1/16" = T-0" 5 CORRIDOR t. r t•= b. t e- . ti ?i f'' •i ti f - -- I J I K KITCHEN STORAGE (CLASSROOM) I SOCIAL HALL (CLASSROOM) 11 BRIDE WOMEN / CLASSROOM WA' AUX MEETING (CLASSROOM) MEETING (CLASSROOM) (CLASSROOM) 3'-4" DATE OF REVISIONS r----I U • U O O O Q) O D:%.TF 9 / 25 / 98 PROJECT 0198 NUMBER 5F %,I. h�l r U O � fJ e V x ` y N F- f.i W S MEN SHEET NUIHWU A- 2 0 <' q ynt6l lx itt Brown Yc g3SUrial:i, tn,. 11 A ;.,' �t r_ ; 4 d R x• �lq R i' .'s'd.' i' r r� '1 t t�'. 11- .C•. .e '.fir Y,:, � :}�''. .. p .. ._., '. 4 • .. 1. x h �� (('+L' <. . .'. .t'x .. _�. .' . r �. e �-Y • ., .. • • .. ... �..T 'i. 1 'T'vI. .' .. . r .. l� . • .. ., t A rrt _ �W '�!r � :ip..�.. 'C 1 .'� L -Vt1-. ♦�: T ! -. -. .. :, _". .. ,' o . ..• r K x. I raFr. a. iwz..r t ;. .. T•. 7 {.: 't %,'�.•'. _ M'-+. I .r .♦ r. +.. f • r-,---,-------,----. �' v ia. t.�. w... ! •,-fit, �%.. "•' rr. 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Y "g zW. ;4t y Y r4 1 s4 i G ^. ram' a -- j -- T nM'ai' • ` + Pl ,,t ,.k 14a r i• r r av t S 2 l �,OT i„ r' t ' j --- .}} R .�'}J. .f llt 1 k 'a'% 1� �i.- ~ RrI ' R K -, � �4' , � � � 9 ,' . 3 !y , ph by r,'`•4� r [ r , "1T i P k' i 4 4 �Irj - I y •.. e A 7 fi _3Fart j� �"v `r+k f if Ct i '��r• �i t� ' f 4—It •' rr, `-� ` -. 'ram L A• r - '4' `fl1i1'I'. pt ry f 2 ':•SV �,.j*. ,^" ")+ }' ..r t ,1r a• /— //��/z ��t,I"I1�.4I�1t,I �.4� :. 1'-''I1� �,,41I;1I11�,1,1. �I.. ,I .,� ...-.,�I,�- -...4,i 1.,I ,,, i j, g r KF ,y k . ret tr !r. 3 tF YY t1„ 7_A•''Ft 1dy f *'t r rlt ,, -I -'bi'' 41r " . , A r 119 Sf iL w I , f 1 ' L.' a Tq r 1 (' i ,. t 1, Inc. -. 4 Levin/Brown & Associates, i �� , .'ro i Vlk — w, - ' t "Yr r 15 Greensprinq Valley Road �q ,� ' ,. Owings Mills. Maryland 21117-4101 y ,"�" t ^, a s' 410 581-0104 rji l'r. G! Skip.., F< i' h Ilt. .Irk. T+}, !�' { '.'f H - •. 'tr fir'. I, } "t '� .•+f e. '�I dl. A (a C M I 1 r C T f I - t r K � r� [Ur ,,,rx. ..f,-. 1 - J c,' , 1 ! ?. s .r , J-• � rYf _ r. Y :r 1 :, '' -jl . 1r �• f 1Y 4 _ '4y� Ir1�r,w - ., j—r. _.'- ... . S Fry JY, `... a fa v Nti -j •,, r. ''4 dr - fr L; .)h? F 1& t t r k 4 �� r, MArV, f� , y y' y r t . F.3.4 .14 d fT i-pq i»�. } y •y,StT ,••��]\Y. - "t ` X',,t -vg•yyn?� $ 4�t •.� Apr 'tjly tp]Ty,♦ �y#�y 1, , : . •rj ip Y I k '.A '•4'.�.1+•J A.. �•"x I{A'i♦� -};�,•.� i1'y '� 4%' 1 1 1 W Y Ar. t i .ax L4 at Y�,,, r 3 ,f r }". t ,q,, 4 $& er•th ,; . .. .. -- 1 G 11 1p,L,.w lC .D C., Lll IZ11lGl South Windsor, Connecticut 9 r /0 r "f e> i i ' tx5 t.: '1, '�1. . J \,'r L� 1-11 1�__�� - �- --. ^,`� ~�`� DATE OF REVISIONS r^--� u _ I r--�I U U Q) O .+--� CU L O (n � -&-j U Opm� ^ v DATE 9 / 25 / 98 PROJECT NUMBER 0198 SEAL M-u f\ u/ C) ct j Cn 9)p r- — � N co r O > E2 r,. .-1 .� ,S 9 • .-" CA r. 14i 00 v an — I 11) v 'r c t-•K O :t q ej W Iill1111 _ 0 = id du SHEET NUMBER A-3 C Copynght Lceui Brown & Associates, Inc. ;o C M 'La* 2g . &M W+11 s f4e�• yA ris 0POS a��ng 1�_x� Yei•Ctci�l gold fi1o�'ato�t+�� la 1'w301' gej,,i A .4 iq\B t ti>!'i'ty 'A""tk a�Av_r G zy--ay �,jF�r A rQ-a ("1, 4 11. 2.9 ..� NOTE: Existing vegetation on Lot 29 was required buffer planting at tune of subdivision Buffer' Cr000--c2Pcton A —A' Vertical and Horizontal 5calc: 1"= 20' ,bra a,at� ��' ,�t>�r''�L 1 �-+n i �-i �t �� ' ,�.4u +��t „••.� t �rtlr � tort d �t.�lrtrt M.Kr + ci tty't.C. �. � el +t�,tt.{ '4. i t►'�.l �. 1 Ddter Gror2a it' �a�tics�l A�� #"ic?rlfw�i4tMQl �G�IeC i"a�Q' M 1. UNLESS OTHERWASE NOTED. EXISTING UTILITY REVISIONS �i t iv LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE O IJ�i Ut O INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 9-29-99 ADD WL MIT. PLAN/REM.BERM KMI o 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3 g-19-99 REV. PER TOWN COMMENTS SIH 2 5-5-99 REV. PER TOWN COMMENTS KMI 1 4-7-99 ADD. BUFFER REQ. KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY f �jP^Gf 1.iC7' JArRI C`� R,✓F r T'o PL-A )) I PRY• /�1 V LG1� MIX OF G0Mt105-r tf .1�7.1I5 fO,L_ Shrub Planting N/F BARRY M. SLATER & SHARON LA WGNE--SLA TER (FORMERL Y L 0 T No. 29) < n^� v 0 .00,� I / I 50 / 1 S£1BACX IAC II � 1 4 GTI AF 10 IV 3 V 8�r9 nxxgn site Wpidorrtu^' •nod& 51 I Cofor, Dark Bronx• I I ro wan Hip r easure Sodhsm. 4 i,- -L J 4z" hrght. Pr rnafy Li9l it I ' Directior 42' I t. �- C;erter ► leant I I -i•I f+ '+t-- `185? F>;ar I ----- - -ost(N Conc-ece Foot•rtq • Ft," a TUN ',r Y""r AM n 42 -� MCordar re w.th total ixX e• r IT -5 ate +n t;! mast coves Sly _Ro[lard N. ,•c.�(c inow `lxture OWI be dy KIM LiShlcig, Inc.: The enh6lai Cr:te entab*' ode Ssarxia,e urerc r ri•a.n I—.a+cu Cob, • Pob and axtrre. Dark atolls* itiWV :e t. • Acrem. 091ii G." i lbwar• Hlgt, Newwe SMMum 5. a� a.......,.w• •''•a.'1."'.. .s Plan. •� . shown or, f 1 ` Dmttbunon type 11 ;it. or h' as she h +I + on Plan Orevna( Cane -sore sh7NC where she - _ .--��--��------^-LiJI on Plan 6' %qua,* aitnnlni.-i pm. enwcit„r 0.-rrcrrt : ti' hetgni C 7 F F SET leg' 15• W 17- i t Gts,,�1a� ,i • Prw:ed t;ercrte (voting i .,ure r iuv W grou"ed ,n l ° - aocordwice with local code. bite Lighting- Pole 7MIN -- ---- ---- - ---- -- __ 8"OAK BAKER �!3 24' OAK 15 EA l- �` —N �- MGATION PLAN 12 AVE EX. 6 B�-� �3, LLC E �Ak TREE VPTable 1 Medium to Large Saed Evercireen Saplings For Wetland Mdi anon Area' Plant Common Scientific Minimum Maximum Planted Proposed Name Name Installed Size Spacing Form Numbers Notes Likes sun to semi -shade. prefers WP White Pine emus 1 5' caliper or 12' C Balled and0 9 well drained sandy soils,attracts at Strobus 6' height budapped least 12 bird species,■ few small mammals teed on seeds P,- -1-6 mac: Tim �� t Z"- i%:' Z `�T�.i«.`5• C;K- LETS - j STAr4J 3 p to m.' ' D :�-r.es�a:�Qtnt_ mot- A�.aUJT' S' ri`f Mk_;�'+�• r_IhR-k t�lvLci+ �, fit-++SNtt7 Table 2- Medium to Large Sized Deciduous For Wetland Mitigation Area' t Ij / It Plant Common Saentific Minimum Maximum Planted Proposed Code Name Name Installed Size Spacing Form Numbers Notes Quercus 1 0' caliper or Balled and Likes sun to semishade, prefers PO Pm Oak palustns 5' height 12' 0 C budapped 4 moist drained sods, attracts at least 20 animalspecies 1 0' caliper or Balled and Likes sun to semishade, prefers RM Red maple Acer rubrum 5' height 12 0.0 budapped 5 moist to wet is at least rds. species 15 birds cies WA White Ash Ftxinus 1 0' caliper or 15' O C Balled and 4 Likes sun to semishade, prefers dry to moist soils, attracts at least amencena 5' height budapped 15 animalspecies Table 3 Medium to Large Sized Deciduous Shrubs For Wetland Mrtiaation Area' Plant Common Scientific Minimum Maximum Planted Proposed Code Name Name installed Size Spacing Form Numbers Notes Likes full sun and tolerates partial Be Highbush Vaccinulm 2 0 gallon or 8. O C Potted Plant 10 shade, prefers acid, moist to wet blueberry corymbosum 2 5' height soils, attracts at least 37 bird species Viburnum 2 0 gallon or Likes full sun to partial NB Nannyberry lenlago 2 5' height 8' 0 C Potted Plant 4 shade,perfers rich, moist soils, attracts at least 6 birdspecies Red Arome 2 0 gallon or Likes sun to semishade, tolerates RC chokecherry arbutdolia 2 5' height 8' 0 C Potted Plant 7 moist conditions attracts at leas 12 birdspecies Common Lex 20 gallon or Likes sun to semishade, prrfers WB winterberiy Verticillata 2 5' height 6' 0 C Potted Plant 7 moist to wet, nch sod, attracts at least 25 vertebratespecies Mountain ML Laurel Kalmta 2 0 gallon or 8' 0 C Potted Plant 9 Prefers shade to partial shape and (various latifoha 2 5' height moist sod Grows 6' to 10' high varieties AW I Nodnem arrowwood I Viburnum recognitum I 20 gallon or 2 5' height 8- O C I Potted Plant I I. I I ikwc cull in eom,eh�de nrofo.c -• r•v-•� wel drained soils, attracts at least 37 vertebrate species 4 1 2't." vial rtx� E G' it.; — l I Itll --ei -----------./ Yt�l �I.� ,1 i1t✓=11rt=71�k�t! f =��++ 1I _ T`�IX �� -1-oPsoi L-r „rrp1,(:POST �'�k15T1�G SotL ' Plant L ist Spin Botanical Name Common Name Size Quantity Comments 'lam Abies fraseri Fraser Fir 4'-5' ht. 35 B&B BW Buxn.us microphylla `Winter Gem' 'Winter Gem' Korean Boxwood 1511-18" spy. 29 container EA Euonymus alatus Burning Bvsb 18"-24" ht. 39 container GTI Glediisia trtacanthos `inermes' Seedless. Lhornkss Honey Locust 2"-2.5" cal. 13 B&B 1V llex verticiltara Winterbexry 18"-24" ht. 15 container flex verticillata (male pollinator) Male Pollinator 18%24" ht. 2 container IC IIri�s�ctuysosraphes Black Iris 5 pt 50 container MB Mains bacicaia .%Ihprian rr atvary In v„ayp�,l,a►, T sa 1„-1 J..) -4 %W. U tS&H NG Narcissus 'Geranium' 'Geranium' Tazetta Narcissus — 300 bulbs, fail planting Table 4 Small -Sized Deciduous Shrubs For Wetland Mitigation Area' 0a)v PA Pemuse(um ampecuroidi s Fountain Grass 5 pt 12 container QR Quercus rubnion Northern Reel Oak 2"-2.5" cal. 1 B&H SA gal ix albs '"TTistis' Gofden Weeping Willow 2"-2.5" cal. e I MR VP Viburnum phictum 'Shasta' 'Shasta' Viburnum 18"-24" spr.* 12 container 'see figure 1 RES, 11C -Planting Matenals Tables for Wetland Mitigation, Temple Beth Hillel, South Windsor, CT (4Q1)99) f V PREPARED FOR:; SHEET L�AM8C�AM PUN e 40 GRAPHIC S40 CALE 8 PLANIMETRICS ° ° ° TEMPLE BETH HILLEL �` Landscape Architects • Development Consulting Lt IN FEET) Planning 6 Zoning Consulting DESIGN: RA DRAWN.• MHA CHECKED: RA GOVERNORS HWY. & BAKER LNo 1 inch = 40 ft. 06 Sloabit" Rood Avor,• CT 06001 ✓oB NO.: 89- 427 1 DATE: March 23, 1999 Phone: (11160) 677-5267 Fax ($60) 674-2031 DRAWNG No.: D: \ dOB � 89427-LP SOUTH WINDSOR CONNECTIIC UT � JMCL mean to Large mm �plvwgrPm Soplripe (sae Tallls 1) Modulo 1a tarpa•elzsd Diodduous ptiips { a(TaWe 2) I+Irub ('I T Old*— C) ar, "U-d Daodums 91ru6e LI (sse TAN 4) Paw111na BW ibr New alpentl WslmiK Cd (ees natty below) lebri j IlYtsdals Mourns: soplirw (dedouicus a overyroaP) - 22 Shrube (msdtm to wpe glad lama) • 43 MYU116 (srsse A Inad m■td aT* • M Man i) Pries is asd ,y■ remove,iY, eese rod M ►nppa4b sreb7rMr%ML Theraale w" 11118111119 "*West* ore art i *meal ss suneta'howar,, -itirmll'svalt"ahaw EyYie vv Wit rb.b. ar. (lures. Ise) erAn,Mat. W. Thetiaededores tiNl ne►■bMal r iraiar id aei era m (f.ea vrtYr I,ta eanCl■an. z) Afi MrllAa■ gas eel M n.iargl s■g M sttipteeai sett HIM ri,tb •rhnn rig bitdigi, ywrtlty gad be 11etN1 yA{t t hwgriae tPiieMMay ftil+'attM CawNttleU A4lcuihral bgwltnwit It dw . mmam Wetland MINpottan TMnpla Both 14MW fk)vernal's t MghlMyf A SailM Lana South ViAndsor. Connsotlaut t_rtddl-% ing Plan shatMngApproeth. LocAlfom W proposed Ph" Mla11101" iGB19G: WALL 97848V N4 Y _ 2C Item■ Ecological Services, LLC 19 Foster Suet Manohe der, Connecticut 18m) 649-7382 t�1Qi% QUIL April 21,1902 Plant Code Common Name Scientific Name Minimum InedalledSize Maximum Spacing Planted Form Proposed Numbers Notes Likes full sun or partial shape BY Northern Mynca 2 0 gallon or 6 0' O C Potted Plant 10 Prefers sandy dry soil but will Bayberry pensylvamca 25' height tolerate, moist sod Attracts at least 30 vertebrates ecies Grey Comus 20 gallon or likes sun to semishade, tulerates GC dogwood racemosa 2 5' height 6 0' O C Potted Plant 21 a variety of soil conditions attracts at least 20 vertebratespecies