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HomeMy WebLinkAbout04-36P_ST. FRANCIS OF ASSISI CHURCH SITE PLAN OF PROPOSED ADDITIONS & MODIFICATION_ELLINGTON ROADr I .SITS' PLAN OF P)?OPOSE.D A-DPI-T-j[0-1VS &MODIFICATIONS 6�3 �'LLINGTON RDAD (ROUTE 30� SOUTH XI.IVDSOR, C01VNE'CTICUT MARCH, �004 q RpN�A o���qL d, p QUgRRY Rq V j E �v�Q wo \ qM pRe 0 RKv�Fw p s F - - ��jGF C FASANT � ti vP � =O � U Ch'ApF< � z Ci o CANE J QGF., RpAD <z ZOC4-7ZO 2V 2WP (NO,T TO SC,4LE� SHEET INDEX 1 TITLE sff-E?' 2 KEY HAP , ZONING INFORMATION & APPROVALS 3 EXISTING SITE CONDITIONS 1-40 S(ALEJ 4 GENERAL LOG:4TION PLAN `40 SCALEj 4A PROPOSED LAYOUT PLAN j30 SCALE� 5 lJfPROVENENT LOCATION PLAN 1-20 SCALEJ 6 LANDSCAPE PLAN 7 CONSTRUCTION NOTES &DETAILS B EROSION Bc SEDIMENTATION CONTROL, PLAN PRnPT PTY /'),HrATF ?- A PPT lyd NT- t� THE ST. FRANCIS OF ASSISI CHURCH CORPORATION OF SOUTH IYINDSOR, CONNECTICUT 673 LLLINGTON ROAD SOUTH #Ir%9S0R, CT. 0608,2 TELEPHONE:• (860) 528-8288 F/LE = 04-016A RA101E07- Mo. 04-019 P1,4N No. 04-0164 1fz7zr ILlr/P SCALE 1 "-200' ZONING DATA ZONE; RR [RURAL RESIDENTIAL ZONE] ITEM REQUIRED/PERMITTED PROVIDED LOT AREA 40,000 SQUARE FEET [0.918 ACRES] 15.57f ACRES LOT WIDTH 175 FEET 571,02 FEET LOT DEPTH 200 FEET 721,77 FEET LOT COVERAGE 10% MAXIMUM 1.8% IMPERVIOUS COVERAGE 15% MAXIMUM [50% MAXIMUM FOR RELIGIOUS USE] TOTAL PROPOSED IMPERVIOUS AREA ON PROPERTY= 2.49 Ac, IMPERVIOUS COVERAGE %= (2.49/15.57) X 100= 16.0% FRONT YARD SETBACK 50 FEET 45.81* SIDE YARD SETBACK 20 FEET 25.24 REAR YARD SETBACK 50 FEET N/A PARKING 1 SPACE PER 3 SEATS 597 SEATS -i- 3=199 SPACES 199 SPACES (INCLUDING 7 HANDICAP —ACCESSIBLE SPACES) * EXISTING NON —CONFORMITY GROSS FLOOR AREAS EXISTING CHURCH BASEMENT 5,727 SQUARE FEET EXISTING CHURCH FIRST FLOOR 5,727 SQUARE FEET PROPOSED EXPANDED CHURCH BASEMENT 8,594 SQUARE FEET PROPOSED EXPANDED CHURCH FIRST FLOOR 8,658 SQUARE FEET 1640 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 YL.so,'✓ TELEPHONE :860) 644-2511 January 7,2005 Messier & Associates, Inc. 288 Main St. Manchester, CT GRAD Attn: Ray Nelson, Jr. RE: St. Francis of Assisl Church 673 Ellington R& South Windsor, CT Dear Mr, Nelson: The South Windsor Water Pollution Control Authority, at its regular meeting of January 4, 2005, gave approval for the connection to the Town's sewerage system of a building located at 673 Ellington Road, South Windsor, Cl', as mote specifically shown on plans entitled " St. Francis of Assisi Church — General Location_ Plan, prepared by Messier & Amdciates, Inc., Project No. 01-019, Plan No. 04.01 CA, dated 03- 04, with revisions "dated 4-26-04, 5-1 i•04, 5-26-04, 6-M-04, 12-10-04, 1-04-05 and subject to the following conditions: 1. Proper permit must bo obtained from the State for the grimse separator and all regnirements by the State and Town must be met. 2. Techdcal approval of tlic Town Engineering Department. 3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer tine has been installed and inspected by the 'flown staff, and based upon the written verification of the Town staff that said sanittuy sewer line was installed in substantial conformance 'witll time design plans previously approved by the Authority, and meeting all Town regulations and appropr€ate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. very truly yours, tr Jggeph J. Carino, Chairman Water Pollution Control Authority JC:dd Cc: Mattliew Galiigan, Town Manager Michael J. Gantick. Director of Public Works Jeff Doolittle, Town Engineer Marcia €3anach. Director of PIanning Chris Dougan, Chlef Suilding Inspector St. Francis of Assisi Church �I/fyyt� .. • lkSi �7~ 1 7'rt7 rho: vStcattrt ifzc2f��c 15540 SULUVAN AVENUE .301)D4 WINDSOR, Cr t)E?074 TELEPHONE (860) 644.2511 CE911FIED MAIL June 22, 2M4 St Francis of Assisi Church Corp. 673 Ellington (toad South Windsor, CT 06074 RE: Appl. P,04-36W, St Franuis of Assisi Church, 673 I:.11ington Road, R.R. -- Rural itesidentiat Zone Hear Mr. Bret Bowen: The inland Wetlands AgencylConserw'ttioa Commission, through staff has approved minimum impact application 404-36W - St Francis of Assisi Church, 673 Ellington Road, Inland. WetlandiConseroation Commission minimal impact application for the construction of church buildings and alteration of the parking lot within the upland review area (Assessor's Map 423, parcels 443, 44,41.). This approval is subject to the following conditions: 1. The application shall indemnify and hold harmless the, Town of South Windsor against any liability; which might resti.)t frorn time Proposed operation or use. 2. The permit is valid for five years and shall expire on June 22 2009, It is the landowner(s)'applicant(s) responsibility to track expiratioit dates and notify, the Commksion of a renewal request at least 65 days prior to expiration. 3. All additional approvals required must be obtained and submitted prior to arty activity on the site. 4. The applicant. shall cause notice cif the decision to be published in a daily newspaper having a general circulation in the Town. The notice must be published within ten(10) days of time receipt of the decision. The ApplicAnt must notify the Planning office of rite date of publication .and fax or mail a copy of the published legal notice. Appeal of this decision may be brttu&l. to the Agency within fiflecn (15) clays after (fie publication date of the notice. Very truly ,Yours, WIf. r, F.nvin)nmentai Planner INLAND WFTLAigDS AGENCY! CONSERVATION COMMISSION c ..: Inland Wetlarrd/Conservatinn Commission Director of Planning Chief .Building Official y� fief I V40 SULUVAN AvEVUE • SOUTH WINDSOR. 0T 06074 sax �j "ELF..PHONE MSG% 644•16il CERTIFIED MAIL June 30, 2004 Reverend Jeremiah Murasso, Ph.D. Saint Francis of Assisi Church 613 Ellington Road South Windsor, CT 06074 Re: Appl M)4-36P, Saint Francis of Assisi Church Dear Reverend Murasso: We are pleased to advise you that the Planning &'Zoning Commission voted on Juno 22, 2004 to approve with modificatians the above referenced application for a Site Plan of Development. Ibis approval is for the construction of an addition to the existing church and construction of a rectory and garage on property located 673 Ellington Road, RR zone as shown on plans prepared by Messier & Associates, Inc., Job No, 04-019, dated June Is. tilt? t, as tuvised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must behold with Town Staff, 2. No building permit will be; issued until the final myl'ars have been filed in the Town Clerk's Office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Sections, I A I of the :Coning Regulations. 5. Footing drains are required if the building has a basement. <i. A landscape bond in the aniount of 3 is required and must be submitted prior to filing of mylars. 7. All plan¢ used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor, S. This approval does not co astituto approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 9. If a State Traffic Commission certificate is required, no building permits will be issued until tlic certificate has been issued (per CGS § 14-311). 10. The building street number must be included on the final plan. 11, Pavement markings must be maintained in good condition throughout the site drives and parking areas. 12. Engineering comments dated 6/12/04 must be addressed to the Town Engineer's satisfaction. 13, Bituminous sidewalk to be extended out to Long Hill Road Black and white transparent raylars of Sheet 94 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval ofthis Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylam. Auer the mylars have been signed by the Commission, they Will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, //1��,-� Timothy H. Wentzell, Chairman Planning and Zoning Commission THtri'tkak cc: Town Fngineer Cbief'Building Official Assessor Superintendent of Pollution Control Fire Marshal Bret Bow'in, L'Arc Architects COPYRIGHT © 2004 MESSIER & ASSOC14M,, 1NG: SURVEYORS — ENGINEERS THESE DRAWAVS ARE THE PROPERTY OF THE ENG/NEER/ SURVEYOR AND HAVE BEEN PREPARED SPEC'IRCALLY FOR THE OWNER FOR THIS PRWECT AT THIS SITE; AND ARE NOT TO BE USED FAR ANY OTHER PURPOSE, LOCATION, OR OWNER iNTHOUT W17TEN CONSENT OF THE ENGINEER/ SURVEYOR. NO DECL4R4770N IS EXPRESSEO OR IMPMED UNLESS THIS PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR AND/OR PROFESS/ON4L ENGINEER WHOSE SIGNATURE APPEARS HEREON. ASUTTO NOT TO W� ABUIT/NG PROPERTY OWNERS LIST PROPERTY NUMBER PROPERTY OWNERS NAME & MAILING ADDRESS PROPERTY NUMBER PROPERTY OWNERS NAME & M4/1-ING ADORE55 24-159 PAUL G & B.4RB4/M S. KUEHN 23-48-24 RUSSELL L. & SAR84RA J. BURNHAM P. D BOX 1136 647 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 <• - f60 NANCE S. & vVAI TE LARMERE 23-47 84RB01A J. BURNHAM 718 PLEASANT VALLEY R04D 647 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 SOUTH W/NOSOR, CT 06074 24-158 JEAN S BURNHAM 23-46 RUSSELL L. & 94R6AAA J. BURNHAM 384 LONG HILL ROAD 647 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 SOUTH W/NOSOR, CT 06074 24-157 PAUL J. BURNHAM 23-45 RUSSELL L. & 84R5AAA J. BURNHAM J78 LONG HILL ROAD 647 ELLINGTON ROAD SOUTH WINDSOR 06074 SOUTH W/NOSOR, CT 06074 24-156 TRIPLE K, LLC 23-58 DOUGLAS A. ROTHWFLL & DONE B. J66 LONG HILL ROAD ROTHWELL, TRUSTEES SOUTH W/NDSOR, CT 06074 620 EZLINGTON ROAD SOUTH W/NOSOR, CT 06074 24-149 ,103FPH DESLAURIERS 106 FRANCS AVENUE 23-59 JEAN MARC JACOUES HARTFORD, CT 626 ELLINGTON ROAD SOUTH WINDSOR, Cr 06074 24-148 MICHELLE ✓. GERACE ,J56 LONG HILL ROAD 23-60 EMILY W. ANDREWS SOUTH WINDSOR, Cr 06074 642 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 24-147 105SRH A. & ELAINE D. KIZIS 346 LONG HILL ROAD 23-77 JEAN MARC JACOUES SOUTH W/NDSOR, CT 06074 626 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 24-146 CLIFFORO T. & Sh9RLEY SR/ERLY 659 DART HILL ROAD 23-78 AUGUST ✓. & GRACE G. SYCZ IERNON, CT 06066 668 ELLINGTON ROAD SOUTH W/NOSOR, CT 06074 15-1 STEPHEN & KAREN CASTLE 320 LONG HILL ROAD 23-79 OLAF J & MARG4RET E. TONNESSEN SOUTH WINDSOR, Cr 06074 674 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 15-2 164REN W KR4WF5KY ,JOO LONG HILL ROAD 23-80 LINOA L. & 04RLOS RODRIGUEZ SOUTH WINDSOR, CT 06074 682 ELLINGTON ROAD SOUTH W/NOSOR, CT 06074 14-69 ROGER M. & EILEEN K. BOISSEAU 293 LONG HILL ROAD 23-81 SOUTHLAND EMPLOYEES TRUST SOUTH WINDSOR, CT 06074 AV TA' OEPT // 1484 AVENUE 23-50 TOWN OF SOUTH WINDSOR DALIS,LAOIX 7 20SKELL 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 23-42 FRANK N. CAVALIERE 1833 ELLINGTON ROA0 SOUTH WINDSOR, CT 06074 PROPERTY O#Nr ER & APPLICANT - THE ST. FRANCIS OF ASSISI CHURCH CORPORATION OF SOUTH IYINDSOR, CONNECTICUT 673 ELLINGTON ROAD SOUTH TYINDSOR, CT. 06082 TELEPHONE:- (860) 528-8288 MESSIER & ASSOCIATES, Inc. 1-2 1 SURVEYORS - ENGINEERS 2 MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1171 3 PLANNING - SURVEY - DESIGN - CONSTRUCTION KEY MAP, ZONING INFORMATION AND APPROVALS PREPARED FOR. - ST. FRANCIS OF ASSISI CHURCH 673 Z-ZZINGTON IFOAD SOUTh' !W INOSOR, CONNECT/CUT 06—le— 04 ADD RECTORY PARKINO & 6FA S 12-10-04 ADD APPROVAL LETTERS,• REVISE ZONING' DATA TABLES 02-08-05 AOD KWPCA APPROI/AL LE7TER,' UPDATE TABLES FQE = 04-016A/rA1—SHT2.,0W A4T£ ; 05 04 O41r : AS NOTED 7,S DES10N : NLN OR4NWN : MLN CHECK : RFN SHEET 2 OF 8 RAWECT No. 04-01 PLAN No. 04f-01W M WATER WATER / I MANHOLE MANHOLE 1 „ . F. =78.96 T.F. It I SNEF 10 STREET WATEA-� INV 65.29 OI / SIGN MANHOLE S 78 UTILITY T.F.=79.76 Box /NV. POLL S/aAw N '-53'-21 " 70,11 r nNG cArcH 1pti POLE 53.73' O r.F 77.4s Sq4'1 A/r'Y � SN S(AV 73.76 N" \ �2319 N� SNE7 POLE f iV0 PARK/ X;! / 1 IW S 78'- 6 __ ID 1 ATER 24 u MANHOLE '/1 MAPLE 2541,3 E PC\ T.F.=60.22URLITY f R BO i SNET �E G�Q\Q/ BOXP OUNDARY / I 24 " MAPLE 913 j C o ONCR AD AMPLE MAPLE 2 8 O \ 1 I 84 �n�7 �� ��� PINE % P/NET MAPLE Q V 7V0 S16W G" C/T/L ^ `� ,pQ�P PINE�O \�O VIA Q W u. If \/ �� TELEPHOINE , `� �I S+W?AR 6AUNHA_E (BURIED) 0) \ XIr 80X ON /NV = 79.81 (IN) Q 00 �S/GN i 12 " CO PARET£ 221" _ INV = 79.61 (OUT) '` �1LAWN AREA ��-�` � Am N � � P/NE\ g O iY0 PARK/ " I / M�'LE cn 5(6V i B.C.L.C. I (7YR) SPRUCE � �� 8"` � 17" P/NE I MAPLE 17" TXW.-, lJP PJPO✓d'CT \ BBNC�YY!!/4.Y \ 88 AIL MAPLE 24" MAPLE 1 >2 \ �L�'YdTlO V F 86.67 _ FINE\ \ 8" 8" \ \MAPLE V,F W.F. G��V\ 4A �• 5A ca IS EPS & • ' MAPLE � 185 B/T SNET OH. ONCRETE PAINT SA. 2316 GRASS PAVEMENT \ 198 LINE �F 941 URCh4$TEP ` I I 32" �36'A B� WO P(/NG" / UT/L/ `:ti. \\ (PINE PEE• ` N�F AMPLE • o�� (7 1 12 Hi I .WF. THE SAINT FRAMCIS OF ND PARKING' 2 �oGS BOX (TYP.) S/G �'� SIGN�!'A� `'''4 \ 9 ��ET 3A I WF �A/N/�•', ASS/S/ CHU�_?CH 24" � _ I CHURCH W,U S/GN� ` WOOD R4/L I P/N' I CORPORATION Of SOUTH ,PEE MA/[ mERED 22 ' \ FENCE , , 2„ W/NOSOR CONNECT/CUT -' / BOX (TY .) BEL ENTRY MAPLE 1 175 \ i/ , I � W. L f � � OWER� •vc \ 172" 11A �•� wF ASSESSORS MAP 23 m .I SN 5 STA UNITS P1 " PiN7 1 • 2 24 " �t AREAWAY • W. F. MAPLE O 24 4 MAIL 71O THRU" COACREIE AMPLE IUM117EY 1 GYF SW?ARY AOWHOLE (BUR/EDJ ' LOTS 43, 44 & 49 i T80A,YP. i'546WC WALK LK WALL P� l 27„ ` r� %N) 9A Vol. 6V 6 / P�. V O yoG 94 - (- - ,' FLAG BCC. EX/STING pL L / I �F. M LE /NV= 76. I9 (OUT as STONE & BRICKR -6 * 2 a0 TOTAL PROPERTY' AREA — S LIGHr CHURCH ROL PRUCE \ III, W F Q SIN i,- i�� OIiERHEAG ASP- 1 POLE AREAWAY OL to NOT / 1 •`� 15.57i' ACRES Q UTILITY fOLN3 GILLOIN OIL R" Si l — �P�` Exrsn G O 0� CONCRETE UNDERGROUND F/L +' 1 / /_ _ _ ZONE RR IV WATER / �• /SERl9CES' : `' =;r . PEE\ 1 " 1 WF. 24 •. WALKUTIL. ' STOR4G1� OTANK M�N/TOR/ 11 1 • h AfaPLE EX. 1P API D` N AAP - \ UTIL. UTIL' 1 RLK O/L ELL IO" P/NE DF - " ------ _ • xI+, O all, lt!F CH.D 1% GP5 \, LA OSR� E29 s UTiL. STEPS �SP/GOT \♦ r( P/NE I 1 SHE .3 --_� L — 10 MON.. / \ l LANDING / / / I, ` _ - y� \ • \2 _ `'• - W-RHEAO I PANE / B576 \ L/MIT R FIELD ,� MAPLE s D FRA 1 �r/L(Tr I Jr. T K \ / 30"--�f7"`\\��—pp _-- \ K!F. DETERM/NED SERV/CE� DF/MPSTER 1 6 WETLANDS SN ! ": HOUSE 1 ss� �o pQ APLE MAPLE I7" \ Its all, CONCH O!/A/ TE� \ pL PANT ITV' 1i ST��S4N?ARY AfiWHOLE (BURIED) MAPLE \ "ND PARK/ " - .'•� ' ` 1 �`S` B• L/NE 'i�'j 1 16� Y\(P,�ct REA/A/NS T.F. = Met 1 \ 1_ \/gyp /�t�= Q �= 798� ��UT)F,W. P"2 EXISTING CONGYtE, I 4 yF7RE LANE �i y _ _ LE �� BROWNSTONE - _ _ PA77G I EX/ h4W0/GAP I �i' INV = 81.38 _ _ 10" 30' '� • MONUMENT MAPLE \ 79 _ l GARAGE 2" N OAK 1 AMPLE - - - 82 i \ i AMPLE ---------------- /NV= MAPLE I 19 ��i S \ LEsiN 0 �i 8- >`_ -``- (` 10"-------------- 84 81.85 O EXISTING 2O" I Rc \� MPs 1 ,. ` nNc \ � B" � � C. H. D I MAPLE \ _ _ \ a I\ HAND/ , i'� F G 24" MAPLE MAPLE MAPLE 2O- w I MONUMENT I _ = - _ / LX S/L:��p 1 SP uC� 24" F/RE —� i�\ `�------- h 00 98 i .\ SIGN AMPLE \ MAPLE I ✓ SHED (NO / I MAPLE `(Ca+) \ QN) H/uHWAY N/F I `,98 FENCE ORA/NAGS\ FOUNDATION) 1�4 `\\ \ \ — — —'� — — — — — — _ _ _ _ _ \�C\ \ AMPLE — —86 4 RUSSELL L. & BARBARA SWALE HAs°G " _ - AMPLE O n HIGHWAY CLUSTER OF 21 " `\ `� � MAPLE MAPL \ �� ``j � _ _ - _ - � N �J"� sNEr L/NE J. BURNHAM , -� M4PLES 1APLE �-. Q 18" 123f3 \ p 2„ \ HAND/ \\` EDGE O MAPLE MAPLE FJ 24-/ --_�; R 20» ASSESSORS MAP 23 O _ PEES Q) 24 MAPLE 2O" Z AMPLE ASSESSORS LOT 45 / f14IV0/Ly1P B/ruA,/Noes /T,�,y TWIN ES IV -'2'- , �� `� SAGN� CURB/NG TO�'vC'�'ETF Cy / MAPLES LAA/P MAPLE s� AMPLE 24 „ \ \ / �57/Pg. 2� TF 93.G�ARO ORA/N I�/O PR,OT/ E \`\ 15\! 15% \ .J 169 TNYo Bj 'P \ \ POLE ` �— / /NY=88 1I (6" PVC /N) p GR4S ai 9 AMPLE 17" Y' MAPLE ` \ � 24" INV=87.9I (12" R4P OUT) Z p MOSS AREA AMPLE OAK 1 8" �\ \ MAPLE OAK \ \ \ EXLSnNG 77RE LANE NO 88 PAVED PARK/NG" PA/VTED PA"Off LEAI(O F• \ \ 24 » . \ 135 134 AL4R7(INGS STORM 4 N/F `\ MAPLE HOLE El'/ PIRV RUSSELL L. & 84RBARA J. O MAPI �_2- fill P NE F.=87.89 i v BURNHAM MAPLES 02 EDGE OF � SIGN \` \`\ \ AMBLE \ 70 69 PAVEA/E1VT 7YPE CL " ASSESSORS MAP 23 00 �Q� ` 1 LATCH BASIN ASSESSORS LOT 46 36 % o \ 35 TF=B») � � \ (SEl.YMENTAIXIN STRUCTURE o '` ��WOODEDEXISTING �\�' `\ �� ��� TING Vol 157 / Pg. 26 100 �� ` CHURCH 0 W F. / •` _ �� SIGN POST � • ` I EXISTING BITUMINOUS PARK \ 7\ 9VET OF 168 CES `�, `\ ` cla 944 � � 1 �PARK/ �F \\ 1 PAVEMENTESENTL FATE \ LANDSCAPE N/F cISL^AND \ \ V RUSSELL L. & BARBARA J. BURNHAM 69 CONCRE E I evsyEs ASSESSORS MAP 23 MONUM NT \\ I \\ \� ASSESSORS LOT 47 IMIT OF FIELD _ 1 O ` Q" E O DETERMINED 102--- 1 - �\ \ 131 ETLANDS ,� 11 ISO \` \` \ AWIr LO 59 1I W.F. 80 ARC N702 00 98 \ `. 118 87 \ . \ \\\ o . I / LAIS�PE 48 ` R ` `� EX/S77NG \\ 12 J 1 " N o W.F. ` �\ PAD6F Or VEMENT 86 53 `� AMPLEEX�ED 35 L,�HTiNc \ 92 13 I y POLE I 96 \ � 52 19 \ W.F. • 9 26 4 *'CLASS A-2 REFERS TO THAT PORTION OF 12" THE PROPERTY DEPICTED HEREON ONLY. ' P/NE 1B SNET TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SZIBSTAN774UY CORRECT AS NOTED HEREON. W F• 11 THIS MAP HAS BEEN PREPARED PURSUANT TO TH£ REGULATIONS OF CONNECT/CUT STATE AGENC/ES 1B SE077ONS 20-JOOb-1 THROUGH 20-300b-20 AND THE AS�TANZARDS FOR SURVEYS AND MAPS /N THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECT/CUT ASSOCIATION OF LAND SURVEYORS, INC ON S£P7FMBER 26, 1996, AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2x AND 1ERT/CAL ACCURACY CLASS T-2. TYPE OF SURVEY- PROPERTY SURI/£Y BOUNLWY DETERMINATION CATEGORY.• DEPENDENT RESURVEY 6w w 12Gts6 SURD SIC TUBE 4147E LICENSE NU,I/BER GRAPHIC SCALE O 80 160 40 120 (FEET% LOCATION OF THE WETANDS AS SHOWN WERE DETERM/NED BY M/CH4EL SCHAEfFR, CPSS, CER77REO SOIL SCIENTIST, D4MUE, CONNECACUT, AND WERE FIELD LOCATED BY MESS/ER AND ASSOC14TES, INC / HAVE DEL /NEATED THE WE7ZANOS ON THIS PROPERTY /N THE FIELD AND KAVE REVIEWED THE W:'7ZANDS AS SHOWN ON THIS PLAN, AND FIND THAT THEY SZIBSTAW14U Y REPRESENT THE WETANDS AS DELINEATED /N 7HE FIELD. i M101061 6 SCMdER CER77FIED SOIL SCIENTIST 945 13" W/GUY COPYRIGHT © 2004 MESSIER & ASSOCIATES, INC. SURVEMRS - ENGINEERS THESE DRAW/NGS ARE THE PROPERTY OF THE ENGINEER/ SURVEYOR AND HAVE BEEN PREPARED SPEC/F/GQLLY FOR THE OWNER FOR THIS PROJECT AT THIS SITE, AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WR17TEN CONSENT OF THE ENGINEER/ SURVEYOR, NO DECLARATION /S EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR AND/0R PROFESSION41 ENGINEER WHOSE SIGNATURE APPEARS HEREON, L E5f_1vD Z4964 I W .zWP (NOT TO SC44LE) THIS PLAN/MAP WAS PREPARED FOR THE EXPRESS PURP0. E OF DEP/CT/NG THE EXISTING IMPROVEMENTS ON THE SUBJECT PREMISES /T IS BASED ON LIMITED RECORD RESEAR011LIMIZED FIELD /MIEST/GAT/ON, OE£OS, MAPS ANG OTHER SOURCES. REFERENCE /S MADE TO MAPS ENTITLED• 'PROPERTY SURVEYED FOR THE HARTFORD ROMAN CATf'IOL/L' DIOCESAN CORP., ELLINGTON ROAD, PLEASANT VALLEY ROAD & LONG HILL RC AD, SOUTH WINDSOR, CONN., SCALE- 1 INCH = 40 FEET, DEG 1941, PE7ERSEN AND HLIFFMAN, ENG RS, SUCCESSORS TO SPENCER & WASHBURN, INC. " "PARK/NG LOT EXPANSION PLAN PREPARED FOR ST. FRANC/,' OF ASSISI R. C. CHURCH, LONG HILL ROAD, SOUTH W/NDSOR, CONNECT/CUT, DATE 71192, SCALE' 1 = 20; SHEET 1 OF 2 SHEETS, REV. I-THROUGHJ 10114192, MESSIER & s'SSOCIAT£S, INC. " "EX/STING LOCAT/ON MAP PREPARED FOR : Sr FRANC/S OF ASSISI ROMAN CATHOLIC CHURCH, ELLINGTON ROAD, SOUTH W/NDSOR, CONNECT/CUT, OATS : 03/04, SCALE 1 40 FT., SHEET 1 OF 1, REV. 04116104, MESSIER & ASSO,;/AT£S, INC " BEARINGS ARE BASED ON A MAGNE77C READING TAKEN IUL e 7,1992. THIS PROPERTY /S SUBJECT TO EASEMENTS, COVENANTS, RESTRICTIONS AND RIGHTS AS OF RECORD THEY MAY APPEAR, AND TO ANY ALL PREV/SIO/1S OF ANY ORDINANCE, MUNICIPAL REGULATION OR PUBLIC OR PRIVATE LAW, AS SL/CH MAY APPLY. ELEVATIONS ARE BASED ON APPROXIMATE NATIONAL GEODE 1C VERRCAL DATUM OF 1929 (NO VD 29) THIS PROPER7Y /S NOT LOCATED /N THE 100-YEAR FLOOD HAZARD AREA PER FIRM FOR THE TOWN OF SOUTH W/NDSOR, CONNECT/CUT, HARTFORD 6 OUN7Y, PANEL 10 OF I /, COMMUNWY--PANEL NUMBER 090036 0010D, MAP REVISED.- FEBRUARY 23, 2001, FEMA. THE INLAND WETLANDS LOCA77ONS AS DEPICTED HEREON WORE FIELD DEL/NEATED BY MICHAEL 6 SCHAEFER, CERTIFIED SOIL SC/ENTIST. WE7ZAN0 FLAGS WERE LOCATED BY FIELD SURVEY BY MESS/ER & ASSOCAhCS, INC THE UNDERGROUND UTZ.177ES SHOWN ON THIS PLAN HAVE i7EEN LOCATED FROM FIELD SURVEY /NFORMAT/ON, ATLAS MAPS AS MAY BE AVAILABLE FROM MUNICIPAL/T/ES OR UTILITY COMPANIES, AND EXISTING DRAW/NGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND U77VT/ES SHOWN COMPRISE ALL 4 YJCH UT/LMIES /N THE AREA, EITHER /N SERVICE OR ABANDONED. THE SURVEYOR FURTi IER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT L OCAT/ON INDICATED, ALTHOUGH HE DOES STATE THAT THEY ARE LOCATED AS A000RATELY AS POSSIBLE FROM INFORMATON AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UT/VT/ES EXCEPT TO THE EXTENT THAT THE." ARE VISIBLE AT THE EXIS77NO GROUND SURFACE. THE LOCATIONS OF THE EXISTING UNDERGROUND UT/L/T/ES SHOWN ON THIS PLAN ARE BASED ON PHYSICAL EVIDENCE OBTAINED IN THE FIELD AND AVAILABLE MAPPING SY OTHERS. ALL SU;H LOCATIONS ARE APPROXIMATE ONL Y AND THE INFORMATION SHOWN MAY BE INCORRECT OR O PROPERTY CORNER INCOMPLETE. ALL EXISTING CONDITIONS SHALL BE CONFIRMED BY THE ■ EXISTING MONUMENT EXCAVATOR /N THE FIELD PRIOR TO BEGINNING ANY WORK. THE EXCAVATOR SHALL NOTIFY THE CONNECTICUT '(;ALL BEFORE- YOU -DIG " o CHO BOUNDARY POINT PROGRAM AT 1-800-922-4455 AT LEAST 48 HRS. PRIOR TO BEGINNING ANY EXCAVAT/ON FOR MARK -OUT OF THE LOCATION OF ALL EXISTING PROPERTY BOUNDARY AN61E POINT UTILITIES BY THE RESPECTIVE UTILITY COMPANIES. W.F. 38 • WETL AND FLAG • L IMIT OF FIEL D DETERMINED WETL ANDS UTILITY POLE wv WA TER VAL VE QS SEWER MANHOL E Q WA TER MAIWILIL E RDL 0 ROOF DRAIN LEADER G TREES & SHRUBS MESSIER & ASSOCIATES, Inc® f ` SURVEYORS — ENGINEERS MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1171 PLANNING — SURVEY — DESIGN — CONSTRUCTION EXISTING ,SITE �'10NDITIONS PREPARED FOR.• ,ST. FRANCIS OF ASSISI CHURCH 667J ELLINCTON ROAD SOUTH WIMOSOR CONNECT10MT PROPERTY ONTI &B & APPLICANT: THE ST. FRANCIS OF ASSISI CHURCH CORPORATION OF SOUTH Jf'INDSOR, CONNECTICUT 673 ELLINGTON ROAD SOUTH #IrNDSOR, CT. 06082 TELEPHONE: (880) 528-8288 Eli DATE OZ-SCRIIC171ON 1 5-11-04 ADD A91/77 5RS LIST 2 5-26-04 RENUMBER S11Eh7 3 6-18-04 PER 7O- WN STAFF REI/IEK� 4 12-10-04 MISC. (COMP. FIZZ- = 04-016AEXS-5117_T.0W6,) DATE : 03 04 SCALE: 11'-40 fT, DESIGN : OAS DRAWN.- DAS CHECK : RRM SHEET 9 OF 8 PRouECT No. 04-01.9 ROBERT R. MESSIER RAYMOND F. NELSON, JR. pLAN No. 04-016A L.S. #12056 P.E. #09434 WATER GYATER MANHOLE MANHOLE `5 F.=78.96 T.F.=78.B8 ♦ �(,/Q) SN£r SAN/Tq,Q�•�` sw?cY£ ��oRy 10 S 'EiQ T,F,=7B,90 't�P 'DI STREET WATE, ILW 29 •`I �/ SIGN MANHOLE S I /` �4 ' UTILITY T.F.=79.16 9�T / BOX _ SPo, EL N ° — 53' — 21 " 70.11 CATCH i � 40" 53.73' T,F 77,45 SAN1 Rye LL/� SE�- ` Y U0 PARKING" SN /AN 73.76 SNET SIGN 2319 SIGNAL J� / D ro �'ROLE / �» 912 NO PARK/ G S MANHOLE .(�""f AMPLE T.254E _ �P\C\ F. =80.22 UTLL/TY .13 _ BO 913 CHO BOX ON OUNQ4RY AMPLE O CONCRETE PAD /NT \� P 2 o L/,� NT Y'D MAPLE / ' Oro Ica 13" (v� P/NE pG,Q 11 " PLE � NO PARK/NG'"�12 SIGN Y 13" ' w / QP P/NE TELCo 22 EPHONE MF P/NE � N , 8" SN S SUY?A p P/N� 1PL 2 17 MANHOLE %✓ MAPLE O PARK/ G"" CL,C. » Q SIGN 5 I 8" 17" VM �/[ SMAPLE BENCH .4rP�Y 24" MAPLE I 12 U = R ZZZ , 86. 67�' l(� / P/NEB 8" P55 P/N MAPLE W/- • W.F. GR 4A VEPS / 5A Ga / V Rt7A/N/NC 9" • I MAPLE / WALL PINE. �� B/T M/NOUS WALK SNET PANT GFlyq�S / 2 16 G� 4VEME T PAVEMENT L/NE SNET ly, 941 / RLavif ExrsTx� --- HURCH S PwrEUEN7 UT/L/ PINE APLE• AI ZC iwn+c •� o NO S/GN/NG cveanctr rT S.rf\ a.YVi. '<: ^ /+ f1" '32" 6�\ M24 e o MAIL P d 12" • W F. ' ��LF��Gs Box (TrP.) 'No JA W o THE SAINT FRANCIS OF •�a� a+' 4. ", CHURCH �'p� PINE I ASS/S/ CHUf?CH . ?,s PINE CORPORATION Of SOUTH WINDSOR, CONNECT/CUT / RAa LE RZ(AEL P, Stu /G ROL ���:�� 12" IA.., •wF IL WF ASSESSORS MAP 23 /Exar�cww t PINE •• SNET / 2 5 70 RELLLNJ UNIT 21 IW F. 2A 8A • 2 4 PRansFD MAPLE \ • W. F. LOTS 43, 44 & 49 y. .. �o LARosr,APEo \\ POLE 9A XI,AWA L ROL �MAPL Vol. 686 / Pg. 80 EXISTING ROL ®G n� S MAIL (F �' i 33y » STONE & BRICK ROL �_-•� . 2F TOTAL PROPERLY AREA = / Box (TY0..) ��� _ ? `.: CHURCH UCE all, W F, A4APLE 15 57.f ACAFS \W F • `/ PROPOSED 53' OF 12" HOPP ®Ii e INCLUDING CULVERT 5/ • O Dc / ANTED • END AT OUTLET W. F ZONE.e Rf? / �P �n� ��� •'S ROL D/L EW 1 " ODD EX. 1ti Wild k e. ca L FILL / /NE `\ LANDSCAPED gj L e. LX7END NT/QY7 OF EX/S7M;• rswhq£S AAD INSTALL AI, C.HO �\rG �� 4 `••• �' r SP/GOT T 6 �� OF �HA7ER XdI RA E ALYN7 G£R S£ L� 7.F. MON.\� EST/ G :'s• V P - wve Raw L/M/T OF F/ELD MAPLE: [ W D ry L er. T K 17" 74" � WF. DETERM/NED HODS ROL iA UURrs cRE LE MAPLE MAPLE 17" • 6 WETLANDS \ilr / ? 4 MON I•'i, S./O a; ! �J �K PRA'OSFD A�1PLE ry 7961 STATUE l; / / / P O PRapLtSED R/P7UP ENERGY NSe A 7 r stARV SJAKTO all+ NO S �K/ +' ' Y9RQ O ✓' 1' C ARY NY 79.61 REMAINS D 55APATCR PLUNGE fYAOL CE07£T SA IEJ FENCE W F. EX/STING F ER LLrN / co, NErWAIG aS�7uRaMAX PWR la' 7 W. F. r ya O/VCRE.TE C E O AT LAND, FOR EROSKw AAA BROWNSTONE PAT/O X/S q2 rf o sEaaENE coN7Ra DURwc �P • 8 MONUMENT 2¢" 79•_ GARAGE m ` PROzSFD ROPOSED 4' OTwzopAof 7 (>)p�) Q� • � 6' PGL• rwr EXISTING L 20 ,. W 2ap Ra; \� PosLD : �J 5nac MAPLE W/DE B" ,� �� $ B/TUM/NOU B" / 79 _ _ PPG1gSLD WR CLEAN OU� CONCRET MAPL AMPLE �� 10" C. H. D REMOI,E ALL EX/STING MAPLE Q c�'R£TT �•� ` MAPLE STRUCTURES AND OTHER PROPO \, LA' LLAWr,(P 24» WALKWAY 10" MONUMENT IMPROVEMENTS /N THIS AREA WOODEN 28»� (,) "MAPLE 24" MAPLE Gj JO" \ A' 4' C.L. _ . _ -" 'wcN /7YPJ SHED (NO �j4 / PD MAPLE NIF FENCE 1�199D�/NAGS FOUNDAT/ ) •LAw l r 6XV W PA�LENCT d �Q AMPLE LYJRLd•NG /N IH/S AREA 41, 24 " RUSSELL L. & BARBARA SWALE MAPL \ 24" A MAPLE HIGHWAY � � L/NE ✓. BURNI-AM APPRO.Y(/ATIE-X AMTPEF OF 210E PRcwosTo . , MAWL a : 24" AMPLE `A 711t�s1cmfrP O 12" c osswALK PLE 24" \� 23fi ASSESSORS MAP 23 `,ur/T OF c«,r / 00 MAPLES LOGE'.O' (RELOCATE y MAPLE CRASS & J1/UM%1 a TK J 20 ASSESSORS LOT 45 MOSS AREA O 00 u' / C� MA LE M PLE Ati4PLE 2y�" EX/SANO YARD GY ,V I / PRa°OS£O 9r' Lr 157/Pg. 2fi T.F.=9J os AMPLE 2 " / /NK=M.. 11 (5, PIA; IN MA'L MAPLE r£Nr� sec+rN7w7aav-s7RA7uRE r t�T CF PAVE T.. 011C.8. 9000 /M!=87.91 15"RCP OUT » r.F oFUR 9060 /y 5 ( i Z `u AMPLE 8 o RECO S ,t w- tt,,� PRa=osEo AK R£cnNsrRLxrKw , 'FIRE LANE NO i� �9OPAVEME/VT / y N/F CONCRETE - 5/Li•i{'ALK RUSSELL L. & S4RB4RA J. o ,o ;LPL MAPLES ASSESSORS MAP 23 LE o ASSESSORS LOT 46 0 0 - oJ� Vo% 157 Pg. 26 Q •WF.= C� 2 PROPOSED -.fpUN7ED 7/NC M7VRE (M..) NG 85 • / 75 /OF PAVEMENT N/F RUSSELL L. & BARSARA J. W F , XrsriNG �' BURNHAM B CONCRE E ASSESSORS MAP 23 MONUM NT ` PROPOS /M/OFF/LANOSCAESORS LOT 47ASSS DETERM/NED ti . ISLAND 7 WETLANDS _ *CLASS A-2 REFERS TO THAT PORTION OF THE PROPERTY DEPICTED HEREON ONL Y. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP /S SUBSTANTIALLY CORRECT AS IV07E'D HEREON. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULA77ONS OF CONNECT/CUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE 'STANDARDS FOR SURVEYS AND MAPS /N THE STATE OF CONNECT/CUT" AS ADOPTED BY THE CONNECT/CUT ASSOCAT/ON OF LAND SURWWRS, INC. ON SEP7EMB£R 26, 1996, AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2* 7YPE OF SURWY IMPROVEMENT LOC4770N SURVEY- PROPOSED BOUNDARY DETERMINA770N CATEGORY DEPENDENT RESURVEY AY 04 12Q56 a47E• LICENSE N41419ER ROBERT R. MESSIER L,S. #12056 W. F, ` /8 49 •` W.F. 3B W F. • 211 W F, • 78 THE LOCATIONS OF THE EXISTING UNDERGROUND UNIT/ES SHOWN ON THIS PLAN ARE BASED ON PHYSICAL EVIDENCE OBTAINED IN THE FIELD AND AVAILABLE MAPPING BY OTHERS. ALL SUCH LOCATIONS ARE APPROXIMATE ONL Y AND THE INFORMATION SHOWN MAY BE INCORRECT OR INCOMPLETE. ALL EXISTING CONDIT/DNS SHALL BE CONFIRMED BY THE EXCAVATOR IN THE FIELD PRIOR TO BEGINNING ANY WORK. THE EXCAVATOR SH4ZL NOTIFY THE CONNECT/CUT 'CALL BEFORE -YOU -DIG" PROGRAM AT 1-800-922-4455 AT LEAST 48 HRS. PRIOR TO BEGINNING ANY EXCAVAT/ON FOR MARK -OUT OF THE LOCATION OF ALL EXISTING UTILITIES BY THE RESPECT111E UTIL/TY COMPANIES'• APPROXIMATE LIM17 OF 684S5 & MOSS AREA I I PROPOSED EXISTING RMU S PAfiW NG LOT NTH 168 PA K/NG Q PRESENTL Y DEL - ELIMINATE 2Fa SPACES E TR/ THE c EXISTING PARKING WITH h A IN/MUM 9' RKING SPACES AND (OR /NG D SPACES ROWS,) T ROD NUMBS' SPACES /A W AS /ND/C ED - NEW LIMB OF PARh%N SPACES=,148 ,c) h � EXISTING EDGE OF PAVEMEIV7 LOCATION OF THE WETLANDS AS SHOWN WERE DETERMINED 8Y M/CH,AEL SCHAEFER, CPSS, CER17FIED SOIL SCIENTIST, L AYVILLE, CONNECT/CUT, AND WERE FIELD LOCATED 8Y MESSIER AND ASSOCIATES, INC / AAVF DELINEATED THE WETLANDS ON THIS PROPERTY IN 7HE FIELD AND HAVE REWEWEO 7HE WETLANDS AS SHOWN ON THIS PLAN, AND FIND THAT THEY SUBSTAN714LLY REPRESENT THE WETLANDS AS DELINEATED /N THE FIELD. M/CHAEL G. SCIM ER CER77RED SOIL SCIEAWST PAINT LINE EDGE OF PAVEMENT 24" : MAPLE u � I 24" d AMPLE 0 2301 24" �•� MAPLE all, WF. 70 2O" • MAPLE 20" SNET MAPLE 942 /Nun o 81.86 � 2 AMPLE 00 Z Qt 24" MAPLE EX/STING ENO TI-IRU TYPE CL " C4TC11 845N *ft T,F-87.71 m PAINED EAK`OFFI \V' V SED/A/ETARON ` 1 _ S7RUCTURE EX/STING CHURCH SIGN POST SNET 944 VLANDS[ APE Qe ISLAND Qn B!/SHE ) Q� \ .MAPLE Lo I �0 v o nCC) � LANDSCAPE d ISLAND O MAPLE 0 0 z IT O� oQ h 2� 2 1012" PONE SNE7 945 13" /GUY MAPLE COPYRIGHT C 2004 MESSIER & ASSOCIATES, INC. SURVEYORS - ENGINEERS THESE DRAW/NGS ARE THE PROPERTY OF THE ENG/NEER/ SURVEYOR AND HAVE BEEN PREPARED SPEC/FLCALLY FOR THE OWNER FOR rHS PRCtrECT AT THIS SITE, AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER/ SURVEYOR. NO OECLARAnON /S EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR AA10/0R PROFESSIONAL ENGINEER WHOSE SIGNATURE APPEARS HEREON. 77 U z .r n/Y d A"Tel 77 )!/" !.1/Gf111L11V 1 Ae- ,INOT 70 SCALE% THIS PLAN/MAP WAS PREPARED FOR THE EXPRESS PURPOSE OF DEPICTING THE EXIS77NG AND PROPOSED IMPROVEMENTS ON THE SUBJECT PREMISES: IT /S 84SED ON LIMITED RECORD RESFR011LIMMED FIELD INVESTIGATION, DEEDS, MAPS I ND OTHER SOURCES. REFERENCE /S A64DE TO MAPS ENTITLED. "PROPERTY SURVEYED FOR 77IE HARTFORO ROMAN CATHOLIC DIOC F34N CORP., ELLING70N ROAD, PLEASANT VALLEY ROAD & LONG HILL ROAD, SOUTH W/NDSOR, CONN., SCALE • 1 INCH = 40 FEET, DEC. 1941, PE7ERSEN AND HOFFMAN, ENG RS, SUCCESSORS TO SPENCER & WASHBURN, INC. " BEARINGS ARE BASED ON A MAGNETIC READING TAKEN JUL Y 7,16 92. ELEVATIONS ARE BASED ON APPRO)(IMATE NA770ML GEODETIC VEI'TICAL DATUM OF 1929 (NGVD 29) WETLANDS LOCATION WAS FIELD DELINEATED BY ENVIRO-TECH COVSULTAN7S PUTNAM,, CONN., M/CHAEL G. SCHAEFER, CERAFIED SOIL SCIENTIST. WETLAND FLAG.'? WERE LOCATED BY FIELD SURVEY BY MESS/ER & ASSOCIA7£S, INC. NO TREE SLUMPS, LOGS, BRANCHES OR BRUSH SHALL BE BURIES ON THIS SITE. THE UNDERGROUND U77LI77ES SHOWN HAVE BEEN L"7ED FROM FIELD SURVEY INFORMATION, A7ZAS MAPS AS MAY BE AVAILABLE FROM MUNICIPAL/TIES OR UTLL ITY COMPANIES AND EXISTING DRAWINGS. THE SURWYOR MAKES NO GUARANTEE THAT' 77IE UNDERGROUND ZITIL177ES SHOWN COMPRISE ALL SUCH UAL/AES IN THE AREA, E72HER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT' INS UNDERGROUND UTILITIES SHOWN ARE /N THE EXACT LOCATION INDICATED ALTHOUGH HE DOES STATE THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMA,70N AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED 77IE UNDERGROUND 117LIRES. ALL NEW EXTERIOR LlOH77NG TO BE INSTALLED ON THIS PROJECT • SHALL BE FULL CUT-OFF DESIGN. ALL EXISTING TREES' ON THIS SITE SHALL BE PRESERVED EXCEPT' THOSE WHOSE REMOVAL IS L EG�/VD SPECIFICALLY INDICATED ON THIS AND/OR 07HER PROJECT OR, W/VGS. o PROPERTY CORNER ALL SANITARY SEWER PIPING AND APPURTENANCES TO BE ABANDONED SHALL BE PHYSICALLY REMOVED AND/OR SECURELY PLUGGED. ■ EXISTING MONUMENT El CHD BOUNDARY POINT 4( PROPERTY BOUNDARY ANGLE POINT 3F • WETL AND FL A& • LIMIT OF FIELD DETERMINED WETLANDS UTILITY POL E wv WA TER VAL VE SQ SEWER MANIIOL E ® WA TER IYAItIHOL E RDL 0 ROOF DRAIN LEADER TREES & SHRUBS GRAPHIC SCALE 0 80 160 40 120 FEET MESSIER & ASSOCIATES, Inc® SURVEYORS — ENGINEERS 1 2 MANCHESTER, CT. (860) 646-6013 .� PUTNAM, CT. (860) 928-1171 4 5 PLANNING — SURVEY — DESIGN — CONSTRUCTION 6 GENERAL LOCATION PLAN PREPARED FOR.• +SST. FRANCIS OF ASSISI CHURCH 97J ELLRNOTON ROAD SOUTH GY/NOSOR, CONNECT/CUT PROPERTY Of'A1 TR & APPLICANT - THE ,ST. FRANCIS I9F ALSSISI CHURCH CORPORATION OF SOUTH A'INDSOR, tryONNECTICUT 873 ELLINGTON RG>AD SOUTH FINDSOR, t "Te 08082 TELEPHONE.• (880) 5,28-8288 04-26-04 1 ADD171ONS ANO MOD/F/CATIONS 05-11-04 ADD IYRZR- 0IOU. � 6'011ZR40E,• MISC. 05-26-04 RENUMBER SHEET,' MISCELLANEOUS 06-18-004 PER TOGYN S7Ai7 REVIEW 12-10-04 REMOVE RECTORY e(. G4RAGE;• MOD/FY CHURCH FOOlPR/NT,• TN/SC. 02-09-05 MISCELLANEOUS • MOD/FICATION.f (COMP, AZE = 04-016A0L-SHT4A0f1 o'syq% DATE : 0,7 04 SCALE : 1 "-40 FT DESIGN : OAS DRAWN.- OAS CHECK SHEET 4 OF 8 RmunCT No. 04-019 RAYMOND F. NELSON, JR, PLAN No. 04-016A P.E. #09434 ss TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP 5 SUBSTANTIALLY CORRECT AS NOTED HEREON. THIS MAP HAS BEEN PREPARED PURSUANT TD THE REGULATIONS OF CONNECT/CUT STATE AGENCIES SECTIONS 20-JOOb- I THROUGH 20-JOOb 20 AND THE 'S'MAIDARDS FOR SURVEYS AND MAPS /N TH£ STATE OF CONNECT/CUT" AS ADOPTF'D BY THE CONNECT/CUT ASS0014T/ON OF LAND SURVEYORS, INC. ON S£PTEMBER 26, 1996, AND CONFORMS TO HORIZONTAL ACCURACY CLASS C. TYPE OF SURWY GENERAL LOCATION SURREY BOUNDARY DETERMINATION C.AT£GORY DEPENDENT RESURVEY aS Oaf 120M a47F LICENSE NUNAD? ff_ 1+1 >R,4D. AR W p' ti THIS PLAN IS INTENDED FOA' THE EXPRESS of iooncc nc ncoir+riAir+ rLJL- I % -AZC-LTA/ v O F4 F-vrjF-v.�c v/- �cr it.iiivv inc vciv�i%rll LAYOUT OF THE PROPOSED SITE IMPROVEMENTS AND CERTAIAl DIMENSIONS AND 01MENSIONAL TIES OF SAID IMPROVEMENTS. SEE SHEET' C-5 AND C-7 FOR SPECIFIC DESIGN INFOIWATION RELATING 3 a TO SAID IMPROVEMENTS. 12 R PROPOSED PARKING AREA a ,rrrrrrirrrri 1 .rrrrrrprrrr arprrrrrrri EXPANDED CHURCH B/ U� OSED _40 , r�i{ic O!/s�k �-� 4O/ r,.E � 2yr 6� 2 � � � ry Nam_ n Sf� %O O \. e I EXISTING PARKING AREA COPYRIGHT © 2004 MESSIER & ASSOC647ES, INC. SURYEMRS - ENGINEERS MESF DRMINGS ARE 7HE PROPERTY OF THE ENGINEER/ SURVEYOR AND HAVE SEEN PREPARED SPECIFICALLY FOR THE OWNER FOR THIS PRCV,-CT AT THIS 5/7E, AND ARE NOT TO SE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRI17£N CONSENT OF THE ENGINEER/ SURVEYOR, NO DECZAR4T/ON IS EXPRESSED OR IMPLIED UNLESS THIS PLAN 82:4RS THE EMBOSSED SEAL OF 7HE LAND SURVEYOR AND/OR' PROFESSIONAL ENGINEER WHOSE 5)G1V47UR£ APPEAR'i HEREON. z Qi V GRAPHIC SCALE 0 60 120 ;n on A! El C'f C' T L" D 1.. A Q C' n r T A T Ev Q T,,,, REV. I DATE I DESCRIPTION lYd dJ r.7 .J l L' l lr CG l / tot; .' SURVEYORS — ENGINEERS 1 12-10-04 RZY- OI/E RE:TORY & GXAA' 0E,• MOD/FY CHUf�CH FGOTPRINT,• M/SC. MANCHESTER, CT. (860) 646-6013 2 02-08 05 ADD 01MENSIONS PUTNAM, CT. (860) 928-1171 PLANNING — SURVEY — DESIGN — CONSTRUCTION PROPOSE0 IA YOUT PLAN (COMP. FILE _ �4-016A-30SHTA4NEWdw9� OATS . 06,104 PREPARED FOR.1 "30 /7.. DESIGN : RFN ST. FRANCIS OF ASSISI CHURCH oRAwN • CRFN HECK SHEET 4A OF 8 579 ELLINOTON ROXO PROJECT No. 04-019 SOUTH WINOSOR, CONNECT/CUT ROBERT R. MESSIER PLAN No. 04-016A L.S. #12056 - . '4\ I-..... ..._. -.. .I.. 1. - .). .....:1.1, ..:.,. -: �w .I � rwI). I I I - I " W� � - lLf / '-r hN1I"L /, - AIvE_.'.I;.­I.,.I%I..�W ­ .. .�.�*.,",..1, . :- *- A -- .. / .I1 . ..,....-1 M.w.- . '. ,-. -..-.z .� .W ..5 1,..jI ..o..... W....� .i.. �-- % �- ­NI . . 111i0 Ii 10tI !)_, I � t I f - ", -I , ., ; : �!. 1_ , I ,- I ..I - - ,.- �1 �) 1. ! ,. � ' I ...I: i_ _ � -i-. ­ - .,. / "- ," ,.,.; , ,-_./ 6."? ­r j" rf 4I. .f � .� .'."q 11�,_e e, _ " *f REMOVE E-YS77NO --1 0 �4 ,4;1PAVEMENT IN THIS _. _ =_ CAIN,Sv AREA & REPLACE � 1 r_-­ . WrIl LAWN *: 1 , _- �'Z ,I _N , l f Ae�­ e ,­17,Z/ n"^v . �THE SAINT FR A NC _17I_� S_ I - I I 1 O, F " 111.POLE-AK(b% PROPOSED A55M CHURCH WALK LGHTFAtW SED st PARKING AREA ..A d : CORPORATION OF SOUTH tT "A [7 SPACES] 1i �. t WINDSOR. CONNECTICUT \ ATMOVE "1677W "A - Ims .,... Pi vA C%C%ZC`C%1ZC% AdAL27 7 -- 01RBI�&4 I%) E11; �1-i ,�v® e1%%L%7Zf1%lvre7rC 1 PROPOSM 2' D4. v &REA0r MnN LA / , SC� i, j II W LOTS 43 44 & 49' jr/ - 4� Lw-r. : TYPE VWATER '01 �!I SERVICEQ , \I �� ?7.�!!"ViOr REVISED I) - - .1 �PAVEMENT4�E4 . , I : i fVol. 686 /P80O (No CVRR) _ -11 ZONE.- RR . "1._. \� PROPOSED IC �7S75N9 4 AV P&E-AWN7M I ! "".v7.,­! RZWLkrPROP5EV 20I PROPOSED I I I ITv,,.­/ -.1 .A UNIT ON EX/STING UNITS ISLAND .\% -� 0j0 ,\ .4i.- CONCRETE PAD a REPLACE 54AMOED ,AND MISSING ' SECTIONS OF SAIMIN01S A.�d CONCRETE CURBING WITH NEW V �\1YI?,Ykl , f CURBING TO MATCH EXISTING %\�� r,?e� , e3 - REMOVE ALONG THE EAST SILr 0r7Hff kv0. 1iV (Al") EXIS77NO PARKING AREA J 5 J v CAIICETE wiffwS4 CURB FROM \ 150 , a R��kF I THIS 4olNr , ,�0 -n,G x� RAO. "I !REVOPF D(ISAA9 ZKSAAG4/0 I 1 0. sommro,- 0 1. i 4v&wPy � \ RAMP, .SIDEWALK VN17S&PAOS - NEW CURBING ! S7FPS Lmfl4 \\11, �ix CONShRUCf&7S77N9 LW:01AW I 6 * . NCONCRETE 70 R04VNI PVC OVEIS77X\�ti AM SIDEWALK o�PA �7"D /\ - .. bA_. .,,, NA_ NPOAaDW o2 eFpvnpwFqr- 1 CUR81NO WITHIN VF . . . * * AREA AREA A9IN PROPOSED L�IifN AREA 4 PROPOSED 12H.I I " % RNLING CONSTRUCT PAVEMENT PA&� IV (0 % R -,"- - FLUSH WfllN 00NOR= 009%O 8.0 ...,.!. ��C,:- ,I . %.%. . ­1 - CANX IN TNIS AAG4 41C 1NIrS ON , v_ `�"". CONCRETE AMk ,, �,,. RFAPROPOSED IDI CURTAIN 70 6w -,:,VERED PROPOSED TO EA & /,\�-WdYORWN WT/6R4L 8flZA/AtW PRn \ ­.FINISHE0 9R4OF IA1 = .�' AAWOON *V1. el COC7F �.NA80.85 ROOF DRAIN , LIP ISLAND .S�t& � OU7Z67 I - 4� a ilI/1EXIS77NO WATER ( )/- N CR. ♦I ,�4/ \ - --_ SERVICE -. \ ___ -- I—- 11­-1- \ / I JA(,-).; /I;�L (/ I ,` ♦/PAINTED RFlWAY FUZZ 0/Z 7AN(L?I PR91 a4s / A4vf " 1x3I SOIL ROPOSED n-. 1 , �.7. � 1. - STOCKPILE . . P7YRF %* , 9 I N`0m CATCH 84SIN lAtV=N . ,% AREA FOR A " -tN* T.F.= 93-60 82. ' ,v EXTEND HFICHrOF DISANG MANHOLE• AND INSTALL �- >INV= 8743 PROPOSE. SDI.- NEW WATERTIGHT AND COVER. SET T.F.i""a ,, i, -O0�0f ETrING AaACENT GROUND LEMSL ROS& . .NE-MWAV ARFA IPkV SMrARY RUSH WITH �PROPOSED EWER 00NE0776 , �I, oumpsTER / PC/ WOE 0 S,2048 tp �a ,/ ­ �j IAVOSCAPM LOCAT10V ... -1APROPOSED RIPRA12ENERGY -y IAV 79.Tf�-- i A��,I � 4' kDE -ZPOOL 11I , r QPOSED I/ -A " SM ADD177ON PRDL " CONCRETES 4 1 I D1S51PA70R1PL1V& - ESI_--T7EWAbr A!D5C447 " ' 0 . .1_3 1 . . I. v�-) I*�1?t- PROPOSED 53OF 12HOPP 0 r'r :, �. AWPOSMAW5,7A9 PPSM 1AV- S­ 0.005, IMCLUDINO CV4WRr INSTALL A TEMPORARY STAKED ol11* w I IluiZ/wo \ I LARD L7-12 SWrARy 1AV7S.81 85.48 ENO AT otzmET anoTExPLE slu FENCE Vi 7 �ti. WALL aR^ W_ 70 5277WENT 6MRRIER PRIOR TO CONNECIRO 111MOM. 716 10- § av C1VRLW I COMMENCING D4SrVR84VCF OF MON , -cammw 0 7XELAND, FOR EROSION AND 0 -" N. 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L . -.-. 1:,� _'�­!,,' I - __/_ .:.m:..-. -1 .." _......'­­ " ,�:­­-. �* -_ ... ­% ..., - I . .. .. ­:-.�, 7, / 04-26-04 ,4,049 STZ105 br79Z,CN ,fAf1r1A10 ARE4S; .. %,%* I I ,:..,..,,.,. - "'. , ; , .��L - .- � '.....: . * .. . .%..ZV.`,:1.1­' % - lk�,*� SURVEYORS - ENGINEERS _K - -91 - . . .., . . �-ftwjka , . '' : .. :.. .. : 7Hz- LOCATIONS OF THE ,-y1S;r11va v1voERoRo&%9 UTIZITIES SHOW,41ON - I �: . ­. , ".1111�__1111��/­ -. -.� - . ; .. .. � . ... I . ... :. , 7.%.:. T,.:... . ..:: lnl*l)votl - �. '' * .. -, _! A,OL9 ZI IS711116 SZ141ZI N)CORY,4710N , .. . �� I . . . . ..... , . ... , , :.- - . I . � .ip .5; E0 ON PHY - -0 T .. ..:.1- , ­ �: * - - -.:.,.. ......,:....­.. . ­ . . 1 . .., THIS PLAN AI?Z' B45L 516AL f VIDENCZ OBTAINED IN THE FIELD _ . *"� �- - W ..:...., ..... . . � : -, .. �.'. ___ ___ . ': .::. , .,. ..,,.. I . . . .. .!:.:.,! A10 AVAILABLE MAPPING BY OTHERS. All SUCH LOCATIONS ARE .:. - I.' � RXING � SPAC47". �--. �'.,' ;... .. ... .. _.... ': !,.: :: " CONCRETE, . . � ....\.. . I * , , ... I I... MANCHESTER, CT. (860) 646-6013 2 05-26-04 RZN_1_1V9Zf_ 511Z_Z_7,' Y15CZZ_L4NE01_1S .", , ..., , . _­... I . . - . .. ,q ... ..,�.�:� , ) � . PROPOSED _CT OR . .. •..., , , .-,.. . , . , . .. *,%... 'PARI(IA49 AA '. 0 0�� & # v ::, �,.,::.-:,.-.,:. : . _ E� p40pAvT APPRO, IMA TE OAfZ Y A10 THE INFORMA TION SHOW MAY BE INCORRECT .. ...... .'.. - ...."..'f7mV.- .1 - .. .,... ..'.... . .. - _R_ - .. � INCOMPLETE. ALL EXISTING COIVD17IONS SHALL BE CONFIRMED By THE . .. � � - �.,.-: ­,.-:�-,i. " ..., ' ., .. I LANDSCAPE . j 06-19-0,54 IOZR 70111N S14FI Z01Z91 I :. .., ... . � : I :. . :..."..... : ...,:,.:.. , . I :Z,:.­.' � . (860) 928-1171 XCA VA TOR IN THE FILEZ D PRIOR TO BEGINNING .�. .; " -, '... . , ... - . . '.. -�.,-­:..`:......... . 1SLAA1,o I THE ST. FBAMIS OF ASSISI CBZWCH Z ANY WORK. THE . . .. ... .: , . - .1 ... 1. 1: ­.. COBPOB.42YON OF I ­ . 1 "y '' �`-' "' . 1, . . I I.'. ". . `;��.-�i�'6' - ..�. . . � I - . , . 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A � PLANNING - SURVEY - DESIGN - CONSTRUCTION . � ...: . ... . -, , , . , I 11 ANY EXCAVATION FOR MARK -OUT OF THE LOCATION OF ALL LrIY1571NG .., .... ... : . --'�- .; �:':��::. �': .. �.. ­ . ..� ... :, ..._: . I... i .,*. ... .". -:',�:,:. � - - '. i 873 EZZMG70N BO" � . 1:.. ... ".1'.. %..,...%��',.:..,.,:...,�:.",�,-:, :_ _.:­::. , . - --�. .__. ,:. _`� . , .. ..1. ..!,.... " .., '...., � . ... ,� .1 ... . 1. .."', , .. ­%,�­,..-,.-.,i- , � '. x �_ 0�4, I a . .., �:. . ­­ Zdj - - `CTIVE UTILITY COMPANIES r '' .. . . - V. .I.- " . . .1.. ... ':. . , SOV727 WR0SOB, CT. a6d8o? I UrIVRES BY THE RES)DL �_� EXISTING ..:,.'1-­­-1 ' ,.!��AE � i 7'-� . .. ; .. - ... . .. .. . 1. . 11 : - .. L .1, - .: '. ., - .,:,. ,-i.i .: .. .: � , ` - . " `­�. ... .,.: -.1 :.,::..­:-. . . . ... _ -. ,_-,� . I . I I . .,:,.,.: � i.i , ", I ­ ... : ..:%�.. .-: .,.' - *_� MAC 1�� . - 4 - . :` 7-. . - .. ..-:, , .", ':.', ....:. -� 11 TELEPHO": (880) 5Z8-8Z88 - -:,..-". 1:. ,:.,:.,-.,., I . ... .. .:.:":.:. '. .:: _, _:.� .....,::. .... .. / Loop" 10-/V PLAN I � ('COMj? /7L,- = 04-0164-20-S1175A1ZW.DWa) 0 CONCRETE a M14 ....., . , S/ 1� � � ,..:.�. .; - _.. - -t ...., - ., .., -,-� ... , , REMOVE ALL D(ISAMO TREES I / MONUMZ-A/T � A 1. .�4,� -,�::,�­%­ -� '.:.1 - . I7 " -!:N..4. t"."..'_: * , .: I - R IAfPR 0 VENT VT L 0 /'Y, 9 T ON .., :. ,,.`:.-�', ..., :....I. I . _:1 - I 11 . ....­ � .. I ..� ­ . - I.. ... � % I . . - 03Z04 *CLASS A-2 REFERS TO rW PORTION OF i�� . I : .. \ . AND RUSH GROWTH FOR I , ­ ,:�..-­,:._:.: -..,... . ...- , '. " " ", -�. , . PARKIAW AR04 CONSTRUC770N 10ATIC . - - ,!,,','," I -'. �.. I I , - *.,*, -� �:. - , � ..1.1..-`::1*V. f - -2 THE , _41oll- .... ... . . - '-, - - -:.-.., -.t.,:,�.::' .;.; ..., - ." "'. - � I COPYRIGHT C 2004 - ON ONLY. I � �, .., .-�, *,.'':­ � PIL PROPERTY DEPICTED HERE i_ � .1 � - ..., I 'I 'E PREPARED FOR.' - . ,,, ,:, . ...::" . � . ., .., . . � r - 1'� 0 FT. . %.. ..': ., - - '. . I �") C AND REGRA01MO WflHN 7H MESSIER & ASSOCIA7ES, INC. SC4Z- . - 17, . - - 1. '"', -!.,..:.....,.:. - -�, .:.,...., ..... �-'� " ..::. _.. .1 ... ^ 'A'.2, . .. :.1. ... I "....._.:.., 711S AW 0 SUS57A4TRU Y COMEW AS AtMED AVOEW. ,-.. ­ :: , '. ..... . PROPO, ..­.:...-;... . I �s I ; ^"Pl� AREA IK YCA TE D -/ - - "----' ­ - - - I - I . I ... ­-� ­:�---,:.-,._, .. ..i, .1 .. . 4 , - .., I A5 .,-..,..--,,: .. .. - . , -20 AND 7W ISMV40M fVR SZ4"Eff AM . * , �:'.-_ -.,!,::, . a " , VW AMP M,T a99V AfZ9VaW PUW"W M ME AO"WAWS ar COWUVaIr STATE AW4EY . I . : w 7V 7)VE AMr OF AOY AXVKMdr AND a949r ". _�.:.'_ . .1 - ., . LAND . , . . .... SURVEYORS - ENGINEERS ,oZ5 ON . R,,cN h WOWY 2V-J" 0 U40S . . .. . -�­ !." � I ...z....� -".'.'- - I ST. FRAXCIS OF ASSISI CHUWCH ORA WN D SEC 2V-JW - 1 7 . :,;_ . . .. . ... - ,:: ._ .. ,:� � 11' . I q). ,.-...,:. - . . I z.. � -, - ­�-.� � � . MESF ORAWIM65 ARE ME FROF097Y OF 71-1,- 0VOINZEER1 - �*%*. ./SL4/V xv, 4 b, , , , *. /N 7W . , ­ I "rr OF aWM=Vr AS "OW Or rW aWMVrXff ASS"MV Or LAW SW#fXM hW aV . .. .:,: .. .. ..... ­ . . - I .. ..,..,. � r RFN %Mff aASS A-2* AA0 W?MU A0%mCY , -, - . .541RVEWR AtV,Q HAkE gf,N PREPAREV SPECW'ICALY FOR . e, �.. .. . 1. .:� . ,...! 1. I _1 . - INT OWNER FOR TRIS PROVECr AT 71-11s s1re DARER 0/001'r - a4ss r-2. .., . I ..." ..: -.. I . . '7�_/01_1_ !Z ,, AR TCH - ' LOCATION, SHEET _-5 OF _9 . SDVaW? 24 I&M, AAV CaWMW 70 AWaWAI Aa . : ... I .. NOT TO BE USED FOR ANY 0779R PURPOSE, - ­ - � .1 . 7W Or SLJMY- A40AMSAMT LOeAMV &$?WY-A?0PA= . ...!... . I �n_ ., EXISTING OR OWNER WITHOUT WR177EV CONSENT OF THE ENGINEER/ 979 f Z Z INC TON ROAD 0 .. I I PAVEMENT SURVEYOR. Bar &r7S%"rAW CANWW: ZEMV" AFSUKEY NO 00CZAR4710W /5 EXPRESSED OR IMPLIED UNLESS THIS RRallfor No. 04-019 a . / PLAN BEARS 71-If EMBOSSED SEAL OF rl-IC LAND SURVEYOR ROBER ayl/im IAIW ROBERT R. MESSIER e AA1910R PROFESSIONAL EAVINEER WHOSE SIGNATURE 5011771 011MOSOI'?, 00NNZ_CT1M7_ T R, MESSIER RAYMOND F. NELSON, JR. 10UN No. 04-016A ( ..... I I APPEARS HEREON. I L.S. #12056 i P.E. #09 Q4 ,1;7 �ieSRVAA141PV J - D47E LA271TE AW" I L.S. #12056 EX. BROMV5TONE / MON. ' W 24' RPC �%. ,RN EX MAPLE 20 J C. H. D MAPLE 19" MON. MAPLE OAK EX RUSSEL L L . & BARBARA ©SWALEE CLUSTER OF MAPLES BURIVHAM 21 1umffTOF ASSESSORS MAP 2J ExrsnvG GRASS MA �Es cPc ASSESSORS LOT 45 MOSS AREA Vol. 157 / Pq. 26 G o A11F RUSSEL L L . do BARBARA J. SURAWAM ASSESSORS MAP 23 ASSESSORS LOT 46 Vol 157 / Pq. 26 N/F RUSSEL L L . & BARBARA J. BURNHAM ASSESSORS MAP 23 ASSESSORS LOT 47 PLANTING KEY SYMBOL BOTANICAL NAME AR Acer rubrum CC Cerc& conadensis CF Cornus florido PC Pyrus co/%ryano Bradford' PJM Rhododendron PJM' RD Rhododendron De/aware White' RN Rhododendron novazemb/a LAWN W F ; LAWN 5B 4B .,. F 49 W F. • 28 COMMON NAME S/ZE Red map/6 2 1/2".3" Caliper Eastern Redbud 4'-5' Height Flowering Dogwood 5'--6, Height Bradford Pear 5'--6' Height PJM Rhododendron 1 1/2 2' Height De/aware Valley Azalea 1 1/2'-2' Height Novazembla Rhododendron 2 1/2 -J' Height TYPE B&B B&B B&B B&B Container Container Container 28" ARIE SPRUCE MAPL ; MAPLE 8" CF OAK 24" �AR AMPLE Al? �R AR f LIMIT OF REMOVAL OF EXISTING TREES ANO BRUSH FOR PROPOSED CONSIRU0170N (lYP/C40 MAPLE 19" MAPLE f3" PINE f� 23„ MAPLE kAkill P/NE 12" :/NE 22„ MAPLE llz'�'-4s ''E 26" MARL E MAPLE EXISTING LAWN MAPLE WF •WF. +t�3rS 5A 4 : / W F. 11" 32" 6\ PINE A 12" F •WF. PINE 34 W. F. • f0" 7A PINE 9" PINE' A 2" W. FL F. 12" 1A �•W-F ,li, WF. PINE IW F. 2A • 8A • • W. F. 27" 9A MAPLE .6" liF. UC£ 2 ,di, W F. � \WF. •4, • W F. 30" MAPLE G 8"-mm MAPLE 24" AfAPLE� y NIF THE SAINT FRANC/S OF ASSISI CHURCH CORPORATION OF SOUTH WINDSOR, CONNECT/CUT ASSESSORS MAP 2J L OTS 4,3, 44 & 49 Vol 686 / Pg. 80 TOTAL PROPERTY AREA = ,I. 15 5�f ACRES •5 14, MAPLE WF 1 " 6 MAPLE 17" • LI!_ MAPLE W F. 7 16" MAPLE 10" • MAPLE 8" 8" 10" Ev r/NG TREES MAPLE AfAPLE� MAPLE /L1G (TYPICAI) R CAL) LAWN fo" AMPLE 24" MAPLE IV 24" MAPLE 24" MAPLE IV 24" MAPLE IV 24" MAPLE 24" A44PLE W F. 10 ?0" • MG4PLE W.F. 20" 8 AWLE .20, AIAPLE 24" I IV AMPLE � fa" MAPLE 24" �' aACt i MAPLE Ins' TTN/IV16" M<WZE MAPLES >� EXISTING ----� WOODED AREA 20" AL4f'LEIV 24" AMPLE 24" MAPLE Ai4PL4PL E Y/ST/NC IDSCAPE LANDS APPROX/MA7F LIMIT— \ OF EX/SANG GRASS & MOSS AREA ,z- . . ........ ........... . *t�tNDSC�PING NO.. .... . TE (1) THE ACTUAL PLACEMENT OF LANDSCAPE PLANTS AND MATERIALS SHALL BE IN COORD1114T/ON WITH THE AS -BUILT INSTALLED LOCATIONS OF UNDERGROUND U77LITIES AND OTHER FIN/SHED SITE nA7URES, AND SHALL BE ADJUSTED AS REQUIRED OR DIRECTED BY THE ARCHITECT AT THE TIME OF PLAN77NG 79 SUIT ACTUAL S17F CONDITIONS. (2) ALL DISTURBED AREAS WHICH ARE TO BE FIN/SHED AS PERMANENT LAWN SHALL BE P.4EPARED AND SEEDED /N ACCORDANCE WITH 771E PROCEDURE AS DESCRIBED IN THE "£ROS/ON AND SED WENT CONTROL PLAN" ON SHEET 8 OF 8 OF 7HESE DRAWINGS. (J) ALL PLANT M47F•RAL SHALL CONFORM TO 7NF :IMERICAN STANDARD FOR NURSERY STOCK— BY THE AMER/CAN ASSOCIATION OF NURSERYMEN, INC. (ANSI Z60 I -1990) (4) PLANT MATERIAL SHALL BE LOCALLY GROWN IN CLIMATIC CONDITIONS SIMILAR TO THOSE OF THE PROJECT S17E LOCATION, 7YP/CAL OF THEIR SPECIES AND/OR VAR/ETY, WITH A NORMAL HABIT OF G/?OWTH, SOUND, HEALTH, AND VIGOROUS. PLANTS SHALL BE WELL -BRANCHED AND DENSELY FOLIA7E9 Wh EN /N LEAF, FREE OF DISEASE, INSECT PES7S, EGGS OR LARVAE, AND THEY SHALL HAVE HEALTHY, WELL-OEIFLOPE0 ROOT SYSTEMS ALL TREES SHALL HAVE STRAIGHT, SINGLE 7RUNKS W177V 17IEIR MAIN LEADER IAZACT UNLESS OTHERWISE NOTED OR APPROVED BY THE ARCHITECT. (5) ALL PLAN75 SHALL BE CERTIFIED TRUE TO NAME BY THE NURSERY SOURCE, IN ACCOI?LIANCE WITH INDUSTRY STANDARDS. AT LEAST ONE PLANT FROM EACH SPECIES SHALL BE CLEARLY TAE;GED WITH THE NAME AND SIZE OF THE PLANT, /N ACCORDANCE WITH 7HE STANDARDS OF PRA077OF OF 7YE AMERICAN ASS0014T/ON OF NURSERYMEN, INC. BOTAN/GAL NAMES SHALL TAKE PRECEDENCE OVER G 0MMON NAMES: (6) ALL PLAN75 SHALL MEET OR EXCEED TH£ SPECIFICATIONS AND REQUIREMENTS OF F£LERAL, STATE AND LOCAL LAWS AND REGULATIONS REQUIRING INSPECTION FOR PLANT DISEASE AND INSECT CONTROL. (7) PROVIDE PR07EC77VE COVERING OF PLANT MATERIAL DURING DELIVERY AND STORAGE. ROOT BALLS SHALL NOT BE CRACKED OR BROKEN. DO NOT PRUNE PLANTS PR/OR TO DEL/VERY TO THE SIM: REMOVE ZAAAGED AND UNACCEPTABLE PLANT MA7FRIAL /MMEDIA7ELY FROM THE JOB SITE. (8) APPL Y AN77-DES/CANT TO PLANTS BEFORE D/GGIAIG AT THE NURSERY AND/OR AS GIRL CT£D BY 7NE ARCHITECT WHEN PLAN7S ARE DELIVERED TO THE JOB SME. (9) STAKE AND GUY EACH TREE, AS SHOWN IN THE DETAILS ON THESE DRAWINGS, IMME0i4TELY AFTER PLANT/NG. KEEP TREES PLUMB AND GUYS TAUT. WRAP TH£ 7RUNKS OF ALL TREES SP/f ALLY FROM THE GROUND LINE TO ABOVE THE LOWEST MAIN BRANCH, FOR PR07FCT/ON DURING THE FIRST WINTER AFTER PLANT/NG REMOVE WRAPPING THE FOLLOWING SPRING. (10) ALL LANDSCAPE ISLANDS SHALL HAVE A FULL COVERING OF A MINIMUM 4 INCH SET) r!ED DEPTH OF SHREDDED BARK MULCH IN ACCORDANCE WITH THE PROJECT SPECIFIC477ONS AND AS APF40VE0 BY THE ARCHITECT, PR/OR TO PLACING THE MULCH, WEED BLOCK FABRIC, /N ACCORDANCE M7H 7HE PRA/ECT SPECIFICATIONS AND AS APPROVED BY 771E ARCHI7ECT, SHALL BE PLACED ON THE PREP*?ED SOIL OVER SURFACE, EXCEPT FOR THE ROOT ZONE OF THE PLANTED TREES AND SHRUBS. (11) ALL EXISTING TREES ON THIS S17F SHALL BE PRESERVED EXCEPT THOSE WHOSE REAfOVAL /S SPECIFICALLY INDICATED ON THIS AND/OR 071-IER PROJECT DRAWINGS. 1 1/2" OR w1DER PLASnc HORI,L"UL7t7PAL TAPE OR CANVAS •IB8e+O19 OYPrW) 2 W U =0' OPIATE?) HAWWOAO S[d°i°ORT CREPE PAPER TIPEE NR♦P STAKE -FAR TREES LESS njW J" CAUPER, USE 2 STAKES ON 0PPGU7IE SYDES OF THE TREE,• FOR TREES J" IN CA11PER AAV R fwk. BWUP & 7A`S GRMID? USE J STAKES, PLACED AT 1249• '?WV TOP 1/J OF AWT BILL NVIERVALS AROUND n,£ MEE SET TREE K11f1 IAA OF AST BILL SCC,N7LY / —f" NANfKAV SETTLED DEPTH AB r FbN(SHED ZL' �GF ShdPE77DED BARK WLCH F,I►IcsA�D c�PAaE COPYRIGHT © 2004 MESSIER & ASSOCIATES; INC. SURVEYORS - ENGINEERS THESE DRAK'/NCS ARE THE PROPERTY OF THE ENGINEER/ 5URVEM7R AND HAKE BEEN PREPARED SPEC/FICALLY FOR THE OWNER FOR THIS PROJECT AT THIS S/TE, AND ARE NOT TO 8E USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER (WITHOUT #R/1TEN CONSENT OF THE ENGINEER/ SURVEYOR. NO DECLAR471ON /S EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR AN2/0R PROFESSIONAL EAVINEER WHOSE SIGNATURE APPEARS HEREON. GRAPHIC SCALE O 80 160 40 120 ( FEEr) MESSIER & ASSOCIATES, Inc. SURVEYORS — ENGINEERS MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1171 PLANNING — SURVEY — DESiGN — CONSTRUCTION LANDSCAPE PLAN PREPARED FOR.• ST.. FRANCIS OF A,SSISI CHURCH 67J ELLINOTON ROAD SOUTH 6Y/NOSOf? CONNZ-0T1M7- REMO►iE BURLAP FROM TOP 1/J OF BALL f7N/SHED GR40E" 4" MIN/MUM SE7MED 40EP7H OF SHREOD£O BARK MULCH COMPACTED='' TOPSOIL ANO MANURE SHRUB PLANT1"N0 LIM& NOT 70 Sr4L£ PROPERTY 0#Ar ER & APPLICANT: THE ST. FRANCIS OF ASSIST CHURCH CORPORATION OF SOUTH IFINDSOR, 17ONNECTICUT 673 ELLINGTON RG AD SOUTH )UNDSOR, t "T. 0608V TELEPHONE. (860) 5R8-8288 REV. DATE 0ZS- 0 '/PT/ON 1 5-11-04 ADD PARK/NO L OT RAMP AND REl7ISE ISLAND 2 5-26-04 RENUMBER SHL ET J 6-18-04 PER 700IN STA41 RfWZW 4 12-10-04 REMOVE RECTG?Y & G4R46E, MOD/FY CHURCH FOOTPRINT & ,10VACENT LANDSCAPING' 5 02-06-05 ADD NOTES (COMP, FILE = 04-0>6A1AN0-5H76NEWdwq OAT£ : OJ 04 SCAEE : 1 "40 FT. DESIGN : DAS OW4MV : PAS CHECK : RFN SHEET' 6 OF 8 PROJECT No. 04-01.9 PLAN No. 04-016A 9' OR /O' O/C 2' O" 6' SEWER MAIN LINE (7YP/CAL ¢ -O TrIo HAND/CAP ACCESS/ME PARKING S✓GN (CENTERED ON I I STANDARD PLU EDGE OF PARK/LAG SPACE UNLESS UNDERGROUND U77L/T/ES PAINTED SHEET TRENCH LIMIT A4ITMENT BENEATH REQUIRE A DIFFERENT PLACEMENT) ALU NUM 7— 90' L - - -12 - - ) N FACE OF CURB B?L tI/NODS f f/2' COtIPACTEO J I/2" COMPAC7E0 REQUIRED FOR GRAD I I SIGNMIFACE, AS TOPSOIL FILL, / " I COhCREIE DEPTH OF CLASS f DEPTH OF CLASS I I E, 24" O OR PAINTED LINE'RB B/TU&VOUS 2 81A(AMAVUS PANY AR FERTILIZE 60' I TY;K-4L )y AISLE CONCRETE B/NOER CONCRETE O ( / I _ (14 )ERE s' COL/PACJFO LOCATIDN� AND SEED J 12 „F-� REOU/RLDJ COURSE PER CT. SURFACE COURSE OEPTH OF I WHERE ti X » SEC71ON M04pP FORM B14A, T U 12• - - - - J •�" SEC77CW At. 04.OJ A",1(SSLD I INSTALLED VVV AGGREGATE BASE ,I Ow PER CT. D.O.T. Z Q STANDARD CESS/B1E FACE OF CURB �' FORM 614A, K/M LIGHTING ✓ PIPE,}AS SPECIFIED . 4( 0 J o SPACE SPACE pv a OR PA/NTEO L/NE SECAw M05.of COMPACT STANDARD BEND, SIZE AS REQUIRED O M 4" PA/NTED 4" PA/NTED B" ROLLED GRAVFC BOLLARD \i �\ }7. sUB&45E (J2 LUM/NA/RE ct • '\��\ \� \ism - L/NE STR/PES L/NE STR/PES O✓�\' STANDARD WYE, SIZE AS REQUI D WITH/N STATE POURED-/N-PLACE 2'x2' VDDD STZE WITH TRAFFIC PANT O TYP. TYP. �;Q ..r ,, +w _ Hf //WAY R.OW.J BASE N CONCRE7£ 84SE' - 2„ PLAN 4'x4'x l/4' STEEL CAP O K'/TH SLIP-RES/SMNT r '' `'' ' '/ ' " = °"'' ' PER ai A T i000 PS/ M/N/MUM RAD/US h SURFACE (7YP/C4L) 4 " !TIDE PAINTED : ' :! .'' METAL S7R/PES �/�/�/���///N/�//�/ sR+o� U. GALVANIZED r D/HENS/DNS PER I a.� 7' MINIMUM 3 ANCHOR LIGHTING FIXTURE EXISTING GRADE - TRAFFIC O 1, p ¢'-3" ¢' j" STEEL POST BOLTS MANUFACTURERS MAL'H/NE-FORMED i PAIA(r�� CROSSWALK /L1.4RK/NG' DETAIL Q ryP TYf'/CAL PAI/EiL1ENT RECOMMENDATIONS i TUM/NODS ¢8. SAND BLANKET �1N 6' ¢° KNOT TO SCALE) i 9' OR 10' T >2' i 3;1 NOTES- (I.)OREVERSE ARROWS FOR OPPOSITE DIRECTION CROSS — SECT/ON ° 0 2 �"M/N/MUM :ONCRETE 114NO/CAR ACCESS/BLE PARKING' SPACE LAYOUT (2.) ALL ARROWS SHALL BE PA/NTED SOLD US/NC WARNING TAPE °` ;:`:: < 7YPGAL PARi�(/LAG SPACES STiQ/f'/NG DEIA/L TRAFFIC PANT AND REFLECT/YE SURFACE. NOT TO SCALE S FINISHED GRADE ° / (NOT TO SCALE) TYP/C.4L PA/NTED Tf�AFF/C A�??f�OI�YS /1, / / / ,� d INSTALLATION o :;':c4 ., RX: .`::`"•' (NOT TCJ S>^ r) ° o �/-�� /-/ �' ��' B%T(/M%NOUS COi 1CRETE SURFACE COURSE /N SOIL d ti �.:; • NOT TO SCALE I INSTALIA71ON d a a blej^' o• t,. 1/2" PREFGAWe49 I 4' MINIMUM HAROSCAPE FULL CONTROL JOINT I I /N PAl//NG OR BASE 6' 15'-0" EXPANS/ON JOINT AT EVERY 15 FEET •r •slwegbl. • • Af4TERT4C M1DTH PER IMPROVEMENT 2-#4X4'-O' LUNG-\ 10-� I I •°e,p,e• •i� LOCA770N PLAN 5" THA:KNESS OF 3 B/TUrGI/NODS CUrQB/NG SECT/ON -�r - -• } �5'-O" F/N H GLAD 0" I I BOLLARD LIGHTING DETAIL •�•t•.• 8•S�F+•° ^°' \ 5' O" 'S ED 6" 6' ' 7�' - �' 7�• 2' TOP OF FRAME APPLIES- NOJ TO SCALE W GR40E 2X RCO-E 70IYAW ROAD Lae CONCRETE 12' SAND MIN i' 6 (NOT TO SCALE) 3/4' BROKEN TRAPROCK Psis'/N -� ZRE CAST CONCRETE UNIT PVT. CROSS-s-nPE TYPICAL TRAFFIC CONTROL S/GN NOTES: ADJUST FRAME ELEVATION 1. FOR TRENCH REQUIREMENTS, PROFILE o o �o FILTER FABRIC WITH CONC. BLOCKS OR vl +d `o. INSTALLATION DETAIL t----- 2f" SEE TYPICAL TRENCH SECTIONS DETAILS o e O. 8 MINIMUM COMPACTED (SEE NOTE) 5 BRICKS, 6- TO 12- SPECIFICATIONS, DEPTH OF PROCESSED I / O 00" 3-' NOT TO SCALE /Q%—SER/ES �!\\!�\ oo C' 00 0 •\%�<\` !�� UND/STUBBED e AGGREGATE BASE STONE ti 2. PIPE SHALL BE LAID AT 2% SLOPE (MIN.) NATURAL GROUND OR o O 00 EXCEPT WHERE THIS IS IMPRACTICAL OR WHERE A TOOLED JOINT W/TH COMPACTED FILL 2'- 3' ALL JOINTS TO BE 2 _13• EXCAVATED NATURAL CLAY 3/4' BROKEN TRAPROCK (TYP.) R1-/ BKGNO.- 7 (f 00 O D HARDSHIP WOULD BE CREATED THEN PIPE MAY BE CROSS SECT/ON _ v O LAID TO A GRADE OF NOT LESS THAN 1%. f/4" RADIUS TOOL P AIV POINTED FLUSH & FULL Rea (DEPTH 3 B"� y/\ S 0 0 �O 00 / 6' MIN, W TRENCH WIDTH / PCAL BUILDING SEWER LESZND� 00 0 00 7Y / NOT TO SCALE CONCRETE S/DEWAU( DETAIL .i; z 1 ,5. ,5. 2 f + < ' PIPE STOP o 0o S o NOT 70 SCALE CONCRETE MASONRY EUN TS ' • `r\ 0 8 7'-0• PIPE - 1N GROUND WATER (MASONARY •A _ ., , .:.. , < 4 RAMP UP l/ • ! j j S/ZE CONK. ALU.L/. \\ \ 00 O� >.12 FG4RE0 S/DES (TYP. j . ; 0 L '.�. (INCHES) L70T f UPPOR ',A, \// O 6'-0' — LAWN / STREETS / z (! 24 Jl-000/ ! oBo 00 0 1 AV R04W CROSS-COUNTRY PAVED AREAS POURED CONCRETE OR 4'-0' (MAX) (2 JO J1-?I/ /00 O 0 B NOTES: PEA S>` PRE CAST SLUMP IR2 SLAB � (TO OUTER MANHOLE WALL) Y-6' 2' MIN. 00 S/DEK'ALK EXISTING OR 1. CONCRETE - 5,000 P.S.I. MINIMUM N z O NEW CURB/NC STRENGTH ®28 DAYS. (OR EQUAL) 3500 PSI ^Dp1DTM LRp PC°"r 4 4B 3J-0014 7 !� C'R4� r GRASS 2. STEEL REINFORCEMENT - TOPSOIL &SOD OR SEED7 ;. . s. �/ 66 00 0 4 N/N, ASTM A-615, GRADE 60. 6' OF 3/4' CRUSHED PLAN VIEW O 00 6.PrRFaPAw OR 7'-0'anw A A SEE NOTE #3 R5 / _ 0 AWY17B P.W OiP COSi4LG47E0 r 3. COVER TO STEEL - 1" MINIMUM. 4' APPROVED GRANULAR NON- STONE 0 Ft:LYE7F1YlEAfE" PAAL' 1 1%1 AV �'-i�i/2 �y/F/,,, �.`Y } ,' a .. • • ORGANIC BACKFILL MATERIAL - FABRIC (SEE NOTE #4) RS-/ 0O O p 6-0. LJ d A . • PLACED AND COMPACTED IN NOTES: SAND BLANKET (TYP.) B.rONV - qi 4. VAULTS SHALL BE DESIGNED TO 1' +. • > -i MEET ASTM C858 AND ACI 318. ! ONE FOOT Cl') (MAX.) LIFTS, SHALL BE 2'-0'. "''' PIPE DO NOT LEGENp- 00 /\ 1. MINIMUM COVER OVER TOP OF PIPE seVER %\ � l2rH/CULAR FLUSH CURB Y ' FRONT ELEVATION _.u: ; ; : h ': T H -44 SIDE ELEVATION ;,�:u c, ;gt {y,Qy O 5. LOADING AASH 0 520 2. WALL THICKNESS SHALL BE ! 0 REp 6• KMOC*= I SUFFICIENT 10 MEET HS 20 LOADING , _ `, " t; ^ "4''' ' ��/p nw (Tjp•) S. CONSTRUCTION JOINT - SEALED -- F ENTER / YRICOIL C7VRIrA/N OR" WITH 1" DIAMETER BUTYL RUBBER OR WARNING TAPE PER CONN. 3. WALL THICKNESS FOR STRUCTURES �/ ^ 4 ; . EQUIVALENT, OVER 10' HIGH IS 12' FOR CONCRETE % �� .; . CR05, S' SECTION ACCESS/BLE ROUTE SHALL BE EQUAL GENERAL STATUTE SECTION BLOCK UNITS. INSIDE DIMENSIONS + ' j/�/ TO RAMP W1DTHAT M/N/,(!UM Q,° ° 16-345, AS AMENDED, PLACED REMAIN THE SAME. i:.':• (!,VMY) ooi� uPPaRrs 7y' NOT' TO SCALE B "_+ °.: 12' (MIN.) TO 24' (MAX.) ABOVE 4. ALL PIPES SHALL BE CUT FLUSH WITH /1 JO Jl-0509 2 !0o ¢ , WIDTH TOP OF PIPE. BOTTOM OF EXCAVATED TRENCH 2" MINIMUM COMPACTED ACCESSIBLE RAMP <TYPE C> a I : INSIDE WALLS. PLAN VIEW ,.' /J 4B J!-o57J 2 fop O£PTH (7F IxASS 2 ° " A 5, ALL BRICKS SHALL BE CONCRETE, NATURAL CLAY 1 4" FT SLOPE TOWARD 817MAM966 CONCRETE (B/TUM/NODS fl H� GRADE MANHOLE FRAME d COVER (TYPICAL) ° SAND BLANKET GUTTER OR t H/LL f W11 .cf,0't.0i ,>';r ;..:: :M.. 3/4' BROKEN TRAPROCK (TYP.) )OWN B •R4 5EC rt r 12' MIN, E r. M TO TOP OF PIPE, CONCRETE PIPE, AS SPECIFIED " - OR C CATCH 1 / 1 t TYPE BASIN NOTES PROFILE VIEW R5—SER/ES ' PRECAST CONCRETE OR BUILT-N-PUCE SIDEWALK — — NOT To SCALE \1�1/ MANHOLE SECTION(S) (TYPICAL) 1/2 O.D. PIPE I 3/4' BROKEN TRAPROCK 1. CLAY DRAINAGE STOPS TO BE LOCATED ON UPSTREAM SIDE OF — (�- - MANHOLES, AND SPACED A MAXIMUM OF 100' +/- APART, OR AS LEGEND- I=1 I �I I 1=III=III=III I I=111=III=1 I=1 I=1 I �- 6' > - 18"-24" DIA. COVER I .I' _' NOTES: CJ 0 STORM MANHOLE DIRECTED BY THE TOWN ENGINEER. NOTE#4: WRONG S/LL£R 5/DEjyAL/( GRASS " (TYP) 1/2 O,D, PIPE ALTERNATE - - - - -II I-II-_-_-_,,,-- /PA,NP UP ` L FOR CLAY STOPS WHERE--,,,--III-1II45_I- RAMP UP 1 SEE STANDARD ETA 2. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON FILTER FABRIC SHALL BE NONWOVEN - 1 =III=III=1 1=III=III=11 �111=III=III=1 -III= -- -_ _ - --- - 6' MIN, NECESSARYNPG. V 146 I �� 0 I I I CI I I T 1 -0" 10' Q ❑ 0 OS TO 0.I SEC1 AND ADS OF WAY 2. FILTER FABRIC SHALL BE NONWOVEN BOTH SIDES OF TRENCH. CLASS 2, WITH PERMITTIVITY OF �• 8" MINIMUM COMPACTED COMPACTEL' SUBCR40E DEPTH OF GRAVEL PER Cr INLET OUTLET } G 0 0.43 nn TO 022rm AND SHALL D.O.T. FORM 814A, 3 LAND/LAG y O.D. CLASS 2, WITH PERMITTIVITY OF " J ❑ �� 3. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND MEET AASHTD 2rnM28A 6. O.Or N RW 814 PLACED 3' WATERTIGHT SEAL AT 1' PIPE 1' 0.5 TO 0.1 SEC( AND AOS OF ❑ O ❑ ❑ ❑ ❑ O ❑ TO THE TOPOF R(�IC. El (INZJ ooT� pPPcTs �y /N 2 CouRSEs 3 P' PENETRATIONS () SECTION MEET0,43 �AASHUT02 288 96 SHALL CI OOP ❑ 0 B/TUM/NODS CONCRETE S/DEWAL/t \ ° NATURAL CLAY DRAINAGE STOPS (T 36x24 JI-0572 2 /00 (3 41xJ0 JI-?I2 /DO CROSS SECTION DETAIL EX/STING OR INLET NEW CURB/LAG 1,gp0 GALLONS INVERT U� �C�� /� "- ACCESSIBLE RAMP <TYPE B> MINIMUM TYRICAL .MIZZRY SERVER 1rRENCH SECT/ON MINI K°E5 o ❑�� �o NOT TO SCALE PAF B �NG T TO SCALE% FLUSH CURB LIQUID CAPACITY 6, 1'-0" 1'-0" BAFFLE A round coherete /Q6—SER/ES WALLS vEH/CULAR , A ° NOT TO SCALE WAY o at top ta 6" A o Wo a R6-1 HAND/CAP RAMP DETAILS �, o o oS0 SECTION A- A SECTION E- B o a �, a o� p p� 0 s LINE WAY (LJ NOT TO SCALE) o 0 0 8' dla. cane f111d K/M L/GHT/NC MODEL TYP/C.�iL f,QAO GALLDI+,+' GREASE TRAP DETAILS o o OQ o 0 o y��{�� p�'tY����rd LUM/NA/RE AND POLE 1-vr 0 0 [3 o o ° 0Qo patnted s0ety ONE WAY (RJ NT TRENCH WIDTH = (NOT TO =4CE) 1 �� O` ^' O 31 • (790mm) MINIMUM FOR 12" (300mm) 014 PIPE \VI \, PREFER LOCATION /LAN FOR N61 34"(860mm) MIN/MUM FOR 15" (T75mmJ a,4 P/PE ? J HEADS ON ER 39'(990mm) M/N/MUM FOR 18"(450mm) D/A PIPE t......•,rccs :k'.3 •:.>t^ sr..m,� -.^. r.;�. .r:x•..._............._. GENERat uDTEst - E4CH POLE /"'� :.,.. ,. r,Tr :a+"p7m. r<t tx rmercvt w: `4rcas�•i ................ .. JL (36x/Z7�ZSJ J � 00� •9�GS4T5 �GO ....................? u ?q .... • c 71 cW: TJ„ JrU °l t33 p Ral:.:RA b 48"(.won7m)MIN/MUM FOR 24"(600mIn) 914 P/PE roex:ys' f y. %i`,.... `, an`* r�:ag %•zoaFs<aay.c>x,n-<-,•rwc,u 1R J6x11 JI-0077 J 100 i 5 TAT M?"Y, :.- ,F: _......,,, ,.-. ---- ...... w.xt rarxKntn2�tr•uest+.err �:+cuet:. 23-7/8' eK�?� s :m -x-•x•«, m: o<rzr a nt :c+1r;3 xa>, F/N/SHED GRAL.L`-' ;; t., ;1' a myxc»ozz�'0rrrtvr°usr xe»S':rr°"e, r; cr'°a'rx° DA 2'-01/2' 3/4' 1' 'I L-1/4' 1-I/4' I I/2' I wrawerzL"esn vwyDLING HOLES FlFr (31ICIt �f?i N II1/B' 2-1/0' I-I/r 3/4' 3/D' 1-I/B' R6 SEAT/ A <2e t• R %:A, "C # Rr er '9. -11/1 e. r saa .aw xrrrs; :est,. �r A." CRUSHED OR BROKEN STONE CLEAN GRAVEL ROUND BAR ArTACxr1ENr END rRAR5VER5£ BAR AF7ACHFGNT ERDss BAR AFTA�Te!Erar `PD11sYt 1"Qt@ WARNING TAPE -INSTALL - 1' R6-2 INSTALL ANCHOR OR CLEAN COARSE SAND CLASS /, //, OR /// [ 3.ax s 1n ovs ux x tt a x r: Yt s .eYr. sm g I I/2• 3/4' er sl tan 4 ' . CENTERED ALONG THE P/PEA APPROIEO BACKFILL PLACED l CATCH BASIN GRATE CATCH BASIN PATE CATCH BASIN GRATE •- L � � � BOLTS AS M/N/MUM OF 12" (TOOmmf /N 12 /NCH (900mm) HATER/ALJ INITIAL B4CAIRIL. CLASS // & /// TYPE A T YPE A & B TYPE B gL a"'''r "'�'y" "C a"7'� �"0n ONE O N E M A MAXIMUM - 24" MAX/MUM L/FTS AND COMPACTED MAMRMLS SHALL BE PLACED IN 6 INCH "erwn u:ex oxeaa r-9 3/4' DIA /I TO A M% ABOVE r 24 TO A M/N/MUM DENS/TY OF (150mmJ MAX/MUM L/FTS AND COMPACTED TO a xrn we,'ne•- _,ter 1-9/1.6, I-V2 9/l6' 3/4" 9/16' a` RECOMMENDED 65X STANDARD PROCTOR v�J A MIN/MUM LE-NS//Y OF 909 STANDARD i�xarzvA"''+, t (!•••rce�nvnr> 1 SE AND COVER RER PROCTOR, NO STONE SHALL B£ LARGER THAN mra ::"' * ; i ; ;"'a`OY=» ,%• �; i. t5n6 c-s' nla 6' MANU ETU 3 INCHES (75mm) /N ITS LARGEST O/MENSKJN E S : r 1 1 ��3 t'�r I r• .- 4' nta 18 PRODUCT TO BE A A � >...�o \ I r r SECTION B B J ( TALLED _ i;A T '_,SINS CRUSHED OR BROKEN STONE CLEAN GRAIEL c r ts'.Y'.r, • , r - 31 l ilY'lG} L artFt .1. .. ........ ..,..,�::�,, .. :.,.:.... .`. •.. :,., .., :v c ,r'' :el`raRaa saw .u> z rw re .a,x cn t;>'=✓ It b 1 ^fi I) , CONC. I:1 (L RJ / SECTION A A •, E formed �1�art •....:�:'EOClAL O/STifA4:'E •..;:, ,, ...::':.�.:. OR CLEAN COARSE AND (CLASS /, //, OR /// " `i:- n,a. `: t 1 SIZE COON. UFPGWTS I ;•.'.:..'.,:_:....... NOTES. : MA7FRIALJ HAU41CHING PLACED IN 6 INCH E:....., L :..... . ... ...:..,....: -::::.;:...:... :: v GRADE SMOOTH INTERIOR _ .. , ,.:,.. n, 4� r ,,, :.;_ ._ ,.. ..,....: _ ... r # tilC$ 1'"'` r a (iNCh£S OOT INK. - - - - - - - - - - - - - - - MAIFRC4LS SHALL BE PLACED /N 6 /NCH i 7R'..._ %'._ 1 THE LOWER SURF OVERE 4 a +'! l8x24J J!-O/20 / 080 • CAST IRON F CAST IRON COVER CORRUGATED HIGH - _ _ - _ .., __.... _,. ACE OF THE C lex24 J/ 0!!9 ! Oso " (JCXlmm MAX/MUM L/FTS AND COMPACTED TO III )T(=1 -'•'`"`' a Y«:__.......r:.......__. tea:....- 1 AND THE CORRESPONDING UPPER !RJ :.:...., ....;. A M/MMUM DENS//Y OF 909 STANDARD Te ` 1�A1 5�r1&fit .,III-ITI= I I I IIT-lTI DENS/TY POLYETHl2ENE : ,. ) _ - P/PE (SEE PLAN SHEETS ..,,_.:- + :; ...:�: F *•' & OF THE FRAME SHALL BE MACHINE - - PROCTOR. NO STONE SHALL BE LARGER THAN __......___.__ _.....: '„........................ rx• ° I FOR DIAMETER "` ` '` "'''" FINISHED T PROVIDE A SMOOTH FLAT --- �I CONDUIT OF S/ZE J 1 1/2 INCHES (J8mm) IN ITS LARGEST PLAN PL,AR CAST IRON FRAME. ALTERNATE O SECTION p =I < I = CONTACT OR FIT, WITHOUT ANY TENDENCY I - REOU/RED FOR !/ D o� pt O/HENS/ON V �•p /� _ ELECTRIC POWER TO M �....................sr...............,,,,....,_ nr.........-.,,..,,,_,.L .....f'X;._...,,,...._..,...,. FOR THE COVER TO ROCK OR RATTLE. S/lfE� SIC7N D�AILS b cp � illl d '� 00 �o oo NATURAL EX/ST/LAG SOIL OR Lv ...••r.• � ` ,I x ........... € ........,; s.. ., L ,v:`'.... _ y = T LUM/NA/RE o COMPACM-D FILL FOUNDATION .-t.?Kx..............._...N1,.,."a.;...,,y,3C•.r;i. .rlt.,......:_.:....... ..1 r-:1y,1f<r.>t. .._, •�k;,.•-• I" ,........... ! »_ y-I; r 2. SANITARY SEWER MANHOLES SHALL BE <' I : ; Aaa, xx a. 1 E ifl _ /,f VERTICAL fZMAS W71ERE NECESSARY BECAUSE OF g t "; _ 34 "> ; EQUIPPED WITH VENT HOLE IN CENTER, FIELD CONONIONS 4_ E✓ .,, t ... «�> .... a taRRs�rta) �� /t40T TO SCALE - v c2 T 71ES 6i l2 0�C 1......, ......,_... .,1...:; _�' ST ON MANHOLE ..,. o scA • *-_� i...................,.......... r._.......... - •ts•.4•� e ,. ..... ...: _ ,' M`.., r . • F� r r r ICI r=1-11= `� �NO LE) NO ROCK '• I c f� FINISH D UNEXC:AVATFD MATFRJAL 1/� I d FRAM(_ AND CDI/ER GRA17E 8 THICK CLASS A CONC/PETE PAlI POURED-/N-PLACE OR PRE ST 24" SHALL PROJECT TO GY/TH/N p/pE THIS SECTOR OF BEOD/LAG SHALL uw < rw aeM v ou n. f t m , x ti , s 9L , BE LOOSELY PLACED. THE WITH 6' X 6' - 10 / V W WF REINFORCED CONCRETE B4SE- UND/STUBBED NATURAL EARTH 6" (150mm) OF THE PIPE t7 MINIMUM OR ,IS OR COMPACTED AWL REMAINDER OF THE BE00/LAG ELEVATION, -INTERIOR REARING BAA EE.f.YA7iflN -INTERIOR OBAtt{t7ti BAR NOT TO SCALE SHALL BE COMPACTED TO A #:.,:.:.:.,.,,:, -. „ „" ..„ ^ 3000 PS/ A&V ECOMMENDED BY CRUSHED OR BROKEN STONE, MINIMUM DENSITY OF 90% H THE L/GHT/NC' CLEAN GRAVEL OR CLEAN STANOARD PROCTOR s-r......•••---•••••• .•� ` """"""""""' "" PLAN < FIXTURE COARSE SAND (CLASS /, // OR s it -.. _ _ . UJ" o d -a a " a i MANUFACTURE R /// MATERIAL PIPE BEOD/LAG Y, am:+-,rs $• •: "ice:,"1 zt'e',r " ry aa, a J t f r�fr: z�� ', ..5 ,4, i • i i 4 �A •' � 4a . .. ' I . E HOPP , ..w....".. L......iL ... ,, YIq.ATQS S17Y POLYETHYLENE P/P J ::-:.E. x...• • B --- --- , ; _., ...,._........._..__._�.___.. : ''. "; ,...t: 7YP/CAL POLE MOUNTED SITE L/Gh1T/LAG DETAIL TYP/GAL H/GH DEN (� ",,..--..-_.....__.......,;,,......................:i.... _... .-�.::...::'r,. M911 BE f?� STORM ORA/N TRENCH /NSTALLAT/ON DETAIL or ro scAt ) �e a�aa:ya N E ELEYATICK - END SEARING $AR ELEVATION - 00 BEARING BAR WELDED STUD ArtCHOR DETAILS ' .•+''/?/ D'. �� : ,'�' ;,;° 6' COMPACTEI> THICKNESS (MIT 119.Sir/LE) CATCH $ASIt1 GRATE TYPE A CATCH BASIN GRATE TYPE B STEEL FRAME HeroKtal'� 31-0629(Pj ..';�.:.,:•:';: ">•' ` COMPACTED SUBGRADE OF PROCESSED AGGREGATE PARKING • •. CATCH Q4S/N FiQAMES AND GRATES DETAIL STATE PERMIT ` 85116, 8 SILL" REQUIRED SECTION A - A 4 TJ//6" J =1 3/4, 4 lI/!6" 5" It B 3/8" 5" NORMAL F/N/SHED GR9D0 �T SCALE AMMPSTE/P PA.D IN.S'TALLATIO/V DETAIL "MIN / "M/� J GRAD/NC TO BE 34" DETAIL "A" VMACCESSIBLE 31-O6iB PLAN 0AIM--D AC{IACENT TO : • " ' ' - CATCH ANS/N AS r r r EZ CLASS :4 " -'''�''' ' � � � � REOD OR D/REC7E0 31-3 4" , I 2 X 2 X . I88 STE <NOT TL7 SC L E> CONCRETE CAST IN 2 2'-g 3 q" 12" !2" 1 =8 J 8;rx 12" TUBE EXTEND INTO PLACE OR PRECAST —III—III �+ CONCRETE RLLED P/PE �1� CONCRETE UNIT 2 =o" PROWDE WELOED R v DATE DESCR/PT/ON —I I=1 i—I 1= WATERU4P C4P PAINT MESSIER & ASSOCIATES, Inc. 111111=III—III-111111 PROPERTY OMER � - _ ry h MIN. OEP1H UNLESS 2g" 8" — P&L 16118 BLACK COFFEE. 5y 1 5-11-04 ADD DETAIL S SPEC-IfRY1LY ORDERED I —I SEWER I r ENGINEERS 2 5 26-04 /?ENUMBER SHEL7 EE OTHERWISE UNDER p p �. APPLICANT• SURVEYORS TRAVELWAY 1' 7 !/2" 6 LX4. 57ANU4RD UNDER UN7,?4WZLEO III — 3 6-18-04 PER TO�YN STAFF REI//E{'Y PERVIOUS B4CKFILL AREAS O=J" I 32" I, b STEEL PIPE F7LLE0 CT. (860) 646-6013 "Wove IH/S ELEVATION- B' pR4/NAGS B" 111=III—III—III— , WITH coJvcRETE THE ^ FRANCIS` OF A.S3ISI CHURCH MANCHESTER, MAX, DEPTH 3' OPENING 11V21 4 43" _ -1 11=1 11=1 11=1 4 12-10-04 MISC. 7 5/8" , 5/B" WALLS AT OR " 7 13/16" 71J 16' —I I 1=1 I I— PA/,l,T P/PE CORPORATION OF PUTNAM, CT. (860) 928-1171 W 'MME°l4TE`Y 44 BASE YELLOW SOUTH ATNDSOR, CONNIs'CTICUT ABC7VE THIS 5 02-09-05 A D D A& S' ELLYAT/0I✓ STORM SEWER RPE- %% SEE PLANS FOR COVER DRILL & COUNTERSORE 1/2' DEEP 673 Is'llff(NGTON ROAD P LAN N I N G — SURVEY — DESIGN — CONSTRUCTION 2 SPEC/F/C S/ZE, M47ER1W FOR 1/Y SOCKET HEADCAP M COVER) PA M N PA MEN �i X SANDY SOWS-')& INVERT ELCYATIONS FRAME SOUTH ATNDSOR, CT. 06082 WALL THICKNESS' � SPECIFICATIONS: APPLY DAMPPROOfTNG ��yt 70 BE 12"FOR O ON 4 WALLS COVER HEAD CAP STEEL SOCKET r TELEPIt'ONE• (860) 528-8288 CONSTRUCTION NOTEAS' d�c' I��'TAILASI COMP. F/LE = Oaf-016ADE?-SHT7NE�t!Olt/G� OEPlHS OVER 10 I 1. Pattern shell be no, 1012 or manufactured by HEAD CAP SCREW - SOCKET _ 6 - J¢ v 13 THD. x 1-1/2' LONG. • The Combell Foundry or approved equal. 2 R DEC. APART. NINE FA 6W 2. SHTO 4a g dry Co ro a uo 7, 2 REQUIRED LOCATED � LONG BARS AA HS2Q highway loading. /P PREPARED FOR b ,., ...., .• :. � ;° THRU PIPE COPYRIGHT ©2004 ^w �� BRICK CLASS i4' CONCRETE, hi hwo I 'n 7/ f'RECi1ST CONCRETE OR /.. i OAT£ "' ° ' •" 1/4' FIAT NEOPRENE GASKET • StMLE A64S0/✓RY CONCRETE UN/LS 3, Material Shall be gray cost Iron which meets , r WHERE BRA;/! OR MASONRY or exceeds ASTM A48-83, class 30B. i' 1 -6 MESS/ER dr �95'SOC/ATES, INC RFN CLASS A' B" J =0" B' CONCRETE UNNS ARE USED DRILL ac TAP HOLES ES IN FRAME FOR ; OL4METER SURI/EYORS - £LAGINFERS DES/GN : CONCRETE OR 1117ZV AOX WILL BE PER- 1/2•-13 THREAD CAP SCREW. AST" FRANCIS OF ASSISI CHURCH ORAfNN : � PRECAST UNIT M/OR9 MAX. CORBEL TO BE 4. All castings supplied with: LOCATE HIES FROM COUNTER BORED R•, w • _ CONCRETE OLT MLN ,3" NO 0,90&-C71aV SHALL -Machined bearing surfaces HOLES IN COVER (IN 2 PLACES) DEML / EXTEND INS/DE OF LIMITS -Non. penetrating pick holes SSE THC:SE OR4AMP ARE THE PROPERTY OF THE ENGINEER RFN SURVEYOR AMP HAVE BEEN PREPARED SPEC/F/CALLY FOR CHECK NOTED BY xx. -1/4• Rot neoprene gasket THE OWNER FOR THIS PRWECT AT THIS 5!T£, AND ARE LONG/7ZA011 IAL SECTION P PRHEE TOP o THE UNIT SHALL B2 "OR MNSWRSE SECTION -1/2 . diameter stainless steel cap screws NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, LEAST 6'BELOW PC B077W CAS THE PIPE STANDARD WATERY/GHT .ACCESS/BLE SPACE OR OWNER W/TROUT WR/JTEN CONSENT OF THE ENGINEER/ 673 ELL//i/GTO/V fl'OAD SHEET OF 8 OY7lLE77TAV f1rYJM 717E CATCH B4,S✓N, SURVEYOR. �/� ]'j/ /�� MANHOLE FRAME & C00ZR- SIGN POST/BASE NO bF4RAT/ON /S EXPRESSED OR IMPLIED UNLESS THIS SOUTH i'i'/NOSO/T, CONNECTIM7- PROJECT No. 04-019 / / PE ,C—L „ CATCH BAS// Y PM9 BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR NOT TO SCALE) `Wjo�O�• yEREON.�� ENG'/VEER WHOSE S/GAC4TURE RAYMOP E•F.�NELSON, JR. PLAN No. 04-016A NOT 70 SCALE NOT TO SCALE EROS/ON AND SED/MENT CONTROL 10L4N AND CONSTRUCT/ON SEDUENCE 1, THE PROPOSED DEVELOPMENT ON THIS PROPERTY WILL INCLUDE CONSTRUCTION OF AN ADD/T/ON TO AN EXISTING CHURCH BUILDING; MODIFICATION OF AN EXISTING PARKING AREA AND CONSTUCT/ON OF A NEW PARKING AREA AND DRIVEWAYS, INSTALLATION OF STORM DRAINAGE FACILITIES• DFM0117X1?i11 OF AN EXISTING RECTORY GARAGE AND OUTBUILDING; AND ASSOCIATED DEVELOPMENT, INCLUDING SIDEWALKS, UTILITIES INSTALLATION, AND LANDSCAPING THE WORK ON THE SITE WILL /NVOL VE REMOVAL, DEPOSITION AND REGRADING OF SOIL ON THE PROPERTY. 2. CONSTRUCT/ON 15EXPECTED TO C041YZ1V6E DUR/NG THE SUMYOR OF 2005 AND BE COMPLETED AT A DATE TO BE DETERMINED. 3 DURING THE ENT/RE PER/OD OF MORK ON THE S17E, kT1110ULAR ACCESS AND EGRESS TO THE WORK AREA SHALL BE BY THE EXISTING DRIVEWAY LOCAT/ON ENTER/NG THE S17E FROM ELL/NGTON ROAD AND LONG HILL ROAO. 4. PRIOR TO ANY CONSTRUCTION ACT/AO'7Y COMMENCING ON THE S/TE, A STAKED GEOTEXT/LE S&T FENCE SED/MENT BARRIER SHALL 9E %NSTALLED 000N GRADIENT OF AND SURROUND/NG THE WORK AREA, AND AN AN71-TRACK/NG PAD CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING OF THE PROPOSED NVENEO ORNEWAY LOCATION FROM ELL/NGTON ROAD, AS SHOWN ON THE DRAWING ON SHEET' 4 OF 7. I • A //.//•T/9I //'.T//'II / 5. IN GENERAL, EROSION AND SEDIMENT CO/VTROL Vb4SURCS�uw">11/uw PRACTICES SHALL BE AS OESCRIBEO HERE/N AND/OR AS SHOWN ON THE PROJECT DRAWINGS, AND AS FURTHER DETA/LED /N THE 2002 CONNECTICUT GU/DEL/NES FOR SOIL EROSION AND SED/MENT CONTROL BY THE CONNECT/CUT COUNCIL ON SOIL AND WATER CONSEROAT/ON /N COOPERAT/ON W1TH THE C0NNECT/CUT DEPARTMENT OF EN111RONMENTAL PROTECT/ON, D£P BULLETIN 74. " 6. AFTER THE IN117AL EROSION AND SEDIMENT CONTROL MEASURES ARE /N PLACE, THE CONSTRUCT/ON SHALL PROCEED /N THE FOLLOWING RECOMMENDED SEQUENCE. - A. CLEAR ANO GRUB AREAS OF PROPOSED W0?rINCZ UD/NG ANY NECESSARY REMOVAL OF EXIST/NG S1TE FEATURES AND DISCONNECT/ON OF EXIST/NG I-IM17Y SERk7CES DISPOSE OF MATERIALS REMOA SO OFF -SITE. B. STRIP AND STOCKP/LE ANY EX1ST/NG TOPSOIL FROM WORK AREAS. RING STOCKPILES W/TH A PROTECTIVE BARRIER OF STAKED GEOTEXTILE SILT FENCE AND/OR STAKED 1-14YBALE5 C. EX6A07E AND ROUGH GRADE FOR NEW & MOD1F1E0 PARKING AREAS AND ORNEWAYS,• PERMANENTLY STAB/LIZE FIN/SHED 61117 F7LL SLOPES. D. INSTALL ON -SITE STORM DRAINAGE SYSTEM FAC/L/TIES AND UT1L/7Y CONNECTIONS (WATER, SANITARY SEWER, ELECTRIC, rZZE00YYVN/CATIONS, ETC) E EXCAVATE FOR CHURCH AOD/T/ON ANO BUILD/NG FOUNDATIONS. RE/L10VE EXCESS SUBSOIL FROM S17Z- AND/OR STOCKP/LE ON -SITE AS DESCR/BED FOR TOPSOIL STOCKP/LES. F. CONSTRUCT BUILDING FOUNDATIONS AND BA6A'FILL. G. COMMENCE CONSIRZIC77ON OF BUILDING SUPERS7RUCTURES. H. TEMPORARILY STAB/L/ZE DISTURBED AREAS WHERE PERMANENT STAB/L/Z4MON /S NOT YET POSSIBLE OR FEAS/BLE. /. INSTALL AND GRADE BASE FOR PARK/NG AREAS AND DRIVES AND INSTALL CURB/NG. J. PLACE B/NDER COURSE OF PAI/£MENT FOR PARK/NG AREAS AND DRIVES. I(. CONS RI -ACT SIDEWALKS. L. 9,4CKFILL, SPREAD TOPS-/L AND F/N/SH GRADE REMAINING OISTURBEO AREAS. Y. PERMANENTLY RESTAB/L/ZE ALL RESTORED DISTURBED AR04S AND PERFORM LANDSCAPING: N. PLACE F/NI5H PAVEMENT COURSE ON PARKING ARZ,45AMV 0RNES AND PLACE PAINTED PAVEMENT MARKINGS. O. COMPLETE CONSTRUCTION OF BUILDINGS. P. MAINTAIN AND REPO/R PERMANENTLY STABIL/ZED AREAS AS NECESSARY. O. REMOVE AND DISPOSE OF TEMPORARY EROSION & SEDIMENT CONTROL BARRIERS AND DISPOSE OF ACCUMULATED SED/MENT. 7. ALL AREAS NOT OTHERW/SE TREATED S114LL BE RESTORED BY PLACEMENT OF TOPSOIL AND ESTABL/SHMCNT OF GRASS COVER 1N ACCORDANCE W/TH THE FOLLOW/NG PROCEDURE A. PLACE- SPREAD & FINE OR40E TORSO/L TO OBTAIN A M/N/MUM SE77LEV DEPTH OF 6 INCHES. RAKE THE SURFACE TO REMOVE LARGE STONES AND OTHER DEBRIS. B. APPLY L/MESTONE TO THE PREPARED TOPSOIL AT A RATE OF J TONS/ACRE OR IJ5 LBS./1000 SQUARE FEET. C. APPLY 10-10-10 OR EQUIVALENT FERTILIZER AT A RATE OF 900 LBS./ACRE OR 7.5 LBS./1000 SQUARE FEET, OR AS OTHERW/SE ESTABL/SHED BY LABORATORY TESTING OF SAMPLES OF THE ACTUAL TORSOW PLACED AND SPREAD ON THE AREAS TO BE PLANTED. D. WORK LIME AND FER77L1-7ER INTO THE TOPSOIL UNIFORM/- Y TO A OEPIX OF 4 INCHES BY IWAIV OR N1711 SU/TABLE EQUIPMENT, FOLLOWING THE FIN/SH CONTOURS, UNTIL A REA5011149L Y UN/FORM, F/NE SEEDBED IS PREPARED. E. SMOOTH AND FIRM THE PREPARED TOPSOIL AND REMOVE ALL LARGE STONES AND ALL OTHER EXTRANEOUS DEBRIS AND SOIL CL LIMPS FROM THE SURFACE. NOTE ALL TR4F770 SHALL BE PREVENTED FROM ENTER/NO THE AREAS WHERE THE SEEDBED 1145 BEEN PREPARED AND IS READY FOR SEEDING. SEED/NG SHOULD OCCUR W/THIN 7 DAYS AFTER THE SEEDBED PREPARAT/ON IS COMPLETE. F. SPREAD GRASS SEED UA11MRMERLY ON THE PREPARED TORSO/L SURFACE BY HAND OR MECHAN/CAL MEANS ANO L/GHTL Y RAKE /N BY 1141V0 TO OBTAIN A MAX/MUM OF 1/4 INC11-112 /NCH OF SOIL COVER OVER 77-/E SEED. 0 THE SEED MIXTURE AND APPLICATON RATE FOR ALL FINISHED PERMANENT LAWN AREAS SHALL BE AS FOLLOWS.' GRASS SEED 7YPE PROPERT/ON BY WEIGHT SEEO/NG RATE 11'EI117UCKi' BLUEGRASS 45�' 20 LBS/ACRE 0.45 LBS/1000 SQUARE FEET CREEP/NG RED FESCUE 45Z 20 LBS/ACRE D. 45 LBS/1000 SQUARE FEET PERENN/AL RYEGRASS 10�' 5 LBS/ACRE 0.10 LBS/1000 SQUARE FEET ONLY "CERTIFIED" SEED VARIETIES SHALL BE USED, AS L/S7cxD IN ARTICLE M. 1904 OF CONNECT/CUT D. O. T. FORM 814A � AS AMENDED. THE GRASS SEED M/XIURE MAY BE APPL/ED BY ANY AGRONOM/CALL Y ACCEPTABLE PROCEDURE. SEEDING R47ES SHALL BE INCREASED BY f0 PERCENT WHEN HYDROSEED/NG OR FROST CRACK S£EO/NG. SEEDING SHOULD BE PERFORMED ONLY DURING THE PERIODS OF APRIL 1 TO JUNE 15 AND AUGUST 15 TO OCTOBER I. /MME-L4TELY FOLLOW/NG SEED/N0, UNIFORMLY MULCH THE SURFACE BY HANO OR MACH/NE WITH STRAW OR HAY FREE FROM WEEDS AND COARSE M47TER AT A RATE OF 90-100 LBS//000 SQUARE FEET. ANCHOR MULCH /MMED/ATELY /4FTER SPREAD/NG BY APPLICATION OF.4 LIQUID MNCH BINDER OR MULCH NETTING APPL/ED /N ACCORDANCE W/TH THE MANUFACTURER S RECOMMENDATIONS. G. /F FINAL GRAD/NG 411ZZ BE DELAYED FOR MORE THAN 90 DAYS AFTER THE /NIT/AL LAND DISTURBANCE ACT1V1T/ES ARE COMPLETED AN01OR IF NOT SEASONABL Y POSS/BLE TO PERFORM PERMANENT SZEKOINO, AND/OR /F INCOMPATIBLE 911TH ONGOING CONSTRUCT/ON OPERATIONS, TCMPORAR/L Y SEED THE DISTURBED AREAS M1177J L7ll7lA1A//A/ 0VE-1-',0ACC' LIAI//A//_' A d/1A11A//U/ O/L01TY 1%0" Off /O477/`.rA1r AA117 G ////// / L/IL/V/Y//7L /1 /LV/V7✓✓ //r1Y//YV /'1 /Y///Y//Y/V/Y/ / V/1// / V/ .JV L/Iv</Y/ /l/G/ M/N/MUM GERM/NOT/ON OF 90 PERCENT, APPLIED AT A RATE OF 2 LBS/1000 SQUARE FEET,• AND/OR APPLY MULCH CONS/STING OF IyEEO-FREE STRATI OR HAY OR A/R-DRIED 9106D CH/PS FREE OF COAiF5Z- MA77ZR, APPL/ED AT A RATE OF 70-90 L9S/1000 SQUARE FEET f OR STRAW OR HAY, OR 195-275 L9S/1000 SQUARE FEET FOIF WOOD CH/PS. PLANTING DATES FOR TCMPORARY SEED/NG SHALL BE MARCH 75 TO 1111E 75 AND AUGUST / TO 00709CR 15 THIS MEASURE SHALL ALSO APPLY TO STOCKP/LED TOPSOIL AND SUBSOIL. // WHETHER PERMANENTLY OR TEMPORARILY STAB/L/ZED, MAINTAIN AND RCPAIR ALL NEWLY RESTORED AREAS UNTIL I1E6ETA770N IS WELL ESTABL/SHED AND 0190911NG' SELF-SUFF/C/ENT/- Y. 8. INSOFAR AS FOSS/BLE, D/STURBANCE OF THE LAND SHALL BE L/M/TCD TO THE MIN/MUM AMOUNT NECESSARY TO COMPLETE THE PROPOSED MORW THE LIMITS OF DISTURBANCE SHALL BC ESTABL/SHED /N THE FIELD PR/OR TO START/NG ANY ACTUAL CONSTRUCTION ACTIOIT/CS AND SHALL 8E 0,CNERALL Y AS S"C/ff/V Bf THE PROPOSED MIMi[ O/v THC %MPROvCMC%VT c'OCAT/0/V PLA%V DRAWINGS. 9. GRADING TAKING PLACE AS THE S/TE M10RK PROGRESSES SHALL BE DONE /N A MANNER TO ALLOW ORA/#AGE 70WARO D/HERS/ON DITCHES AND CROS/ON AND SED/MENT CONTROL BARRIERS. S/L T FENCE AND/OR HAY94LE ERGS/ON AND SED/MENT CONTROL CHECKS SHALL ALWAYS BC PLACED /MMCD/ATCL Y AFTER A CUT SLOPE HAS BEEN GRADED AND BEFORE A FILL SLOPE HAS BEEN MADE. CONCENTRATED RUNOFF SHALL NOT BE PERM/7TCD TO O11ZRocZ 0W NEWLY GRADED AREAS, SED/MCNT BARRIERS OR OTHER EROS/ON AND SED/MENT CONTROL MEASURES. SOIL STOCKP/LES SHALL RE PLACED /N LOCATIONS AWAY FROW NATURAL OR CREATED WATERWAYS AND OR41106E DITCHES, ANO RINGED lY/TH A PROTECT111E S& T FENCE OR HAYBALE SED/MENT BARR/CR. 10. ALL DISTURBED ARLA1S, REGARDLESS OF THE/R LOCAT/ON ON THE SITE, SHALL BE FINE GRADED AND STAB/L/ZCD AS SOON AS PRACT/CABLE FOLLOMING SUBSTAAIT/AL COMPLET/ON OF SURROUND/NG CONSTRUCT/ON. IYHERE SCASO%VABLY FOSS/BCC AIVD Y{'HCRC oNGO11VG CO%VSTRUC1/D%V AC/%/Y%/�ES PCRM/T, THE D/STUBBED AREAS SHALL BE PERMANENTL Y STAB/L/ZED AS DESCR/BED ABOVE. WHEN PERMANENT STAB/L/ZAT/ON /S NOT T1MEL Y OR FOSS/BLE, THE DISTURBED AREAS SHALL BE TCMPORARILY STAB/L/ZED AS ALSO DESCR/BED ABOIiF. 11. STOCKP/LING OF BUILDING MATER/ALS SHALL BE CONFINED 70 THE AREAS OF D/STURBANCE. I1EH/CULAR MOI0EMENT SHALL BE L/M/TCD TO ESTABL/SHED 0R111fWAY AND PARK/NO AREAS. NO UNNECESSARY ENCROACHMENT OF CONSTRUCT/ON EQUIPMENT OR OTHER I/EHICLES SHALL BE ALLOWED /N NON- CONSTRUCT/ON PORTIONS OF THE PROPER7Y. VEHICULAR ACCESS TO AREAS rJ/ITS1RF THE /1"1T.S eJF 1711;71JRR.4N A- .Sf1.4LL RF R_1--STR/CTF12 TO THE MINMY" NECESSARY TO PERFORM ESSENT/AL AND RCOU/RED ACT/111T1ES. 12, DURING THE PER/OD OF CONSTRUCT/ON, ALL D/STUBBED AREAS OF THE CONSTRUCT/ON ACT/V/7Y THAT 11A11F NOT BEEN PEIFAIANENTL Y STABILIZE-, STRUCTURAL CONTROL MEASURES, LOCATIONS WHERE VCH/CLES ENTER OR EXIT THE SITE,AND ALL EROS/ON AND SEDIMENT CONTROL MEASURES SAMIL SE /NSPCCTED AT LEAST WEC/KL Y, /MMCD/ATCL Y AFTER EACH RAINSTORM 91/TH A RAINFALL TOTAL OF ONE-HALF INCH OR GREATER, AND AT LEAST DAIL Y DUR/N6 A MAJOR STORM EVENT OR DURING A PER/OD OF PROD ONGED RAINFALL. /46CUM61Z,4TCD OCPOSITS OF SED/MENT ANO SILT SHALL BE PER/OD/CALL Y REMC'VED FROM THE UPSTREAM SIPF OF THE EROSION AND SCD/MENT CONTROL CHEc :YS, AND UPON ESTABL/SHMCNT OF PERMANENT SEED/NG AND MULCH1N6 SUCf' MATERIALS RCM0I1E0 SHALL BE TRANSPORTED FROM THE /MMCD/ATE WORK AREA AMD SPREAD AN O STAB/L/ZED /N NON-KIETLANO AREAS WH/CH ARE NOT SUBS/_ CT TO CROS/ON, OR WHICH ARE NOT TO SE PA!/ED OR BU/L T UPON. SILT FCNC/NG AND 01-hFR ERGS/ON AND SED/MENT CONTROL MEASURES SHALL BC REPLACED AS NECESSARY THROUGHOUT THE DURATION OF THE WORK ON THE S/TE /N ORDER TO MAINTAIN COMPLETE AND INTEGRAL ER05ION AND SED/MENT CONTROL PROTECT/ON. ALSO THROUGHOUT THE DURATION OF THE WORT - ON TH15 S/TE, ADD/T/ONAL ERGS/ON AND SED/MENT CONTROL MEASURES BEYGN- THOSE SHOWN ON THE PLANS AND/OR PRESCR/BCD HERE/N SHALL BC I/I110ZZ-1ENTC0 AS MAY BE DEEMED NECESSARY BY S/TC 00ND/71ONS AND/OR AS OFFERED BY THE TOWN OF SOUTH WINDSOR. ONCE IN PLACE, ALL CROS/ON AND SEDIMENT CONTROL FAC/L/T/ES AND kESURES ARE TO REMAIN /N PLACE AND /N PROPER FUNCT/ON/NO CONDITION, AND BE CONTINUOUS/-Y MAINTAINED, UNTIL ALL DISTURBED AREAS UPGR40/ENT OF SAID FAC/L/T/CS ARE PERMANENTL Y STABILIZED, OR THE/R CONTINUED USE /S NO LONGER APPROPRIATE FOR THE ONGOING OfVEZOPMCNT. FOLLOWING SUCH PERMANENT STAB/L/ZAT/ON, THE FACILITIES 514ZZ BE DISMANTLED, REMOVED AND DISPOSED OF /N AN APPROI/ED MANNER. 13. 1F DE. --WATERING OPERATIONS ARE NECESSARY 1/V ORDER TO PERFORM THE REQUIRED WORK, WATER PUMPED FROM THE EXCA t/AT/ON AND OTHER POORLY DRAINED AREAS SHALL BE FREE FROM SIL T AND SHALL BC DISCHARGED TO TEMPORARY SEDIMENT/STILLING BASINS PRIOR TO RELEASE TO PROPER/-Y PROTECTED DRAINAGE SYSTEMS OR WETLANDS AREAS AS A MIN/MUM, DISCHARGE WATER SHALL BE DIRECTED TOWARDS SECUREL Y /NSTALLED HAYBALE EROS/ON AND SEDIMENTATION CHECK DAMS, OR OTHER ACCEPTABLE SED/MENT TRAPPING MEASURES/ PRIOR TO ENTERING ANY DRAINAGE SYSTEMS OR WETLANDS AREAS. 14 PR/OR TO COMMENCING ANY D/STURBANCE OF THE SOIL OR PERFORMING ANY OTHER WORK ON THIS SITE, THE PROPERTY OWNER SHALL DESIGNATE A PERSON TO BE PERSONAL/- Y RESPONSIBLE FOR IMPLEMENTING THIS EROS/ON AND SED/MENT CONTROL PLAN AND ENFORCING THE PRESCR/BED EROSION AND SED/MENTATION CONTROL SAFEGUARDS DURING THE PER/OD OF OPERATIONS ON THIS SITE. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES THROUGHOUT THE WORK PER/OD, INFORMING ALL PARTIES ENGAGED ON THE SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOT/,WING THE PROPER TOWN AGENCIES AND OFFICIALS OF ANY TRANSFER OF THIS RESPONS/81L/7Y AND CONVEYING A COPY OF THE EROS/ON AND SEDIMENT CONTROL PLAN 1F THE TITLE TO THE LAND /S TRANSFERRED. THE PERSON SO DESIGNATED FOR THE STATED RESPONS/BIL/7Y SHALL PROVIDE THE TOWN OF SOUTH WINDSOR WITH TELEPHONE NUMBERS OR OTHER MEANS BY WHICH HE/SHE MAY BE CONTACTED AT ALL TIMES. EROSION AND SEDIMENT CONTROL SEQUENCE c� INSPECTION CA=/EC/(LIST FOR LOT DEl/ELOPMEW- PRGU£CT NAME St. Francis of Assisi Church - Building & Site Improvements and Mod/RcotIons PRLLAECT LOCATION.• 673 Ellington Rood South Windsor, Ct. PAWMCT DESCR/PTION.• Constructbn of an addition to on ar/stil7p church bui�hg,- mod1f/coat/on of an existing parking ores and construction of a new parking area and driveways,• lnlsta/lation of �^torm drainage foci/ities,• don of on existing rectoq, garage and outbui/ding; and associated deve%pment, including sidewalks, &MI2`ies installation, and londscap/ng TOTAL PARCEL AREA.• E5'T/MATEV STAR R19 D47F ES77M4TE0 6VMPLE1;W D47F' RESIGNS/BLE PERSON 15.5f acres Summer -9&15 To Be Determined To Be OWMM/red EROS/ON AND SED/MENT CONTROL PLAN PREPARED BY. Miessier at AssocAates, Inc. 288 gain Sheet Manchester; CT 06040 Raymond F. Nelson, ✓r., P.E. Telephone (860)646-601.3 GENERAL INSTALLAT/ON SCtJUCNCC & CHECKLIST #WA',0fSCR1R7e#1ERff10V & D47E AbY ms A14TE' irwT. R OE MN SED/MENT COMM dW IS'URES LOCATION *FASU/PES OF ME4SZe1rS RE7/OM19 AW74LLE7> INSULLER REMODFO , NSTALL SED/f49W MAMERS SLOPE OF AREAS TO BE AISMU ANT/-TRACK/A4; P.ID AT START OF wlGL�nED CO157AW77ON ENTRANCE ORATWAY E7ITRAM10E FRAY G.M.170V ROW Cn$6 Xr RECCES SIRY WicE7PE RECN/TAi'O IENPOKKRY DA0RSA7N BERACS AAO SKALES FOR oRAsvACE LVIY%RK Wn/rV TVVL� ce+oNC OcE?N70,W CLEAR &GRUB AREAS TO BE "ZoPED STRIP AND STOCKPILE TAW/L WORK AREAS FRAM WORK AREAS,• SA"RAF ANY EXCESS SLW6VL NOT REMOVED FRAY .SITE. PLACE SED/ME'NT E'ARR/ERS AROUND S7"P/LES & STABILIZE ALES PLACE TOPME AND ESTABLISH WHERE firR144AENT vrGETATIYE CotFR REWIRED FOR ALL C(Ir AM7 17LL SLOFKE I INSTALL A01/MAW ERAS/AN INfRE ki�GY�fiPL�O _ & SEDIMENT CONTROL MEASURES AS REOWRED 04 ORDERED I /ASPECT AND AWAWN AS E7/mIr SITE NAMMRYALL EAMAW & SEDOPff CONTROL MEASURES) REMOW ACC/AMDYATEO SINWE/YT /11W &MVP /oNSILF & SLT FEALE MARE S INSTALL SEDIMENT B4RRIERS AT E4CH CATC11 AT EACH ANEW CATCH B4S/N 8145/N AS /T IS COMPLETED _ TEMPORARILY STASILZE ROUGH - D.0 RRbED AREAS WHERE GRADED AREAS PERMANENT STABIL/ZAAAV 5OUTSIDE OF NOT YET POSSIBLE 04 PARK/M^ FEASIBLE ORIlFWAY AND STRLA:TURE LOC 71ONS INSPECT AND M41NrNV AS EAWE SITE" NEz'E.S44RY ALL ERffl N & SM1MENT CONIRYIL MEASURE3S REMOVE ACCUMUTi4TE0 SEDIMENT FRO(/ BEH/ND HAYBALE AND S/LT FENCE ElARRE/7S PLACE TOPSOIL, CWPLE7E ENTIRE S7E RAG/- GRAOAG, AND PERMANENTLY STAEAUZE ALL RZ"VN/MS D/SnUWaW AREAS LAND 5SrAPE SITE AS REQU/RED MVNTA/N AW /4fPOW ALL Empl, SITE RESrAaMED AREAS UAWL P&M441ENT VECETATNE COW? 16 COMFYE M r E5TABL5HE7J AW SE7f-S&STA/NAYG 1?6wYE' AND O.CSPOSE OF EWIAWE S/TE lE"MPA4ARY SEDIMENT LbNTRGY E?4RR,tRS AND DISPOSE 01' ACCUIIL�I'ATED SEDIMENT CIHECKL/ST FOE MA/NTENANCE OF ME4EISKS LOCATION DESCRIPTION DATE OF IN174LS OF RESPONS/BLE PERSON MAINTENANCE MAINTENANCE ANTI -TRACKING P140 REMOVE ACCUMULATED SED/MENT AND MAINTAIN STONE SEDIYZA17 BARRIERS INSPECT REGULAR/- Y AND TEMPORARY AND DURING AND AFTER SED/MENT TRAPS RAIN STORMS REPAIR OR REPLACE AS REQU/RED REMOVE ACCUMULATED SEDIMENT AIV49 DEBRIS ENT/RE SITE MAINTAIN TEMPORARY VEGETA7711E AND OTHER MEASURES AS REQU/RED MAINTAIN ALL PERMNENTL Y STAB/L/ZED AREAS UNTIL SECURE PRO/ECT DATES DESCR/PT10N DATE /N/T%4LS PATE OF GROUNOBREAK/NG FOR PROJECT PATE OF TEMPORARY STAB/L/ZAT/ON DATE OF FINAL STABIL/ZAT/ON 1.) Excavate a trench 4 " vrirIL�, n LIr deep &the BALE width of o straw bole. TRENCH / _, V1- OF 10' MINIMUM K" RADIUS (fYP.) 6' MIN/MUM '0 ° 8 DDOPI ��� ��gBy /-T CRUSHED OR f 8 OA/1t/A/ -MAAr S7/fV/AL/Y 17/V/YG }J OR GRAWZ PER SECTION M.01.01 OF CONNECACUT D.O. T. FORA/ 81 4�1 CE07FX71LE TO STAB/L1Z£ FOUNaVION b/nc w/re 1...•- (win ANT/-TRACK/NO PAD CONSI-RUCT/ON ENTRANCE NOT TO SCALE stake bale Place and stake straw bales, two stakes per bole. 3.) Wedge loose 4.) 6cck1/71 and compact straw between the excavated so// as holes fo create compacted shown on the uphill o continuous backfi// side of the barrier burr/er to prevent piping, of PLAN pocked straw BOTTOM OF PLAN - VIEW DRAINAGE WA B A A B v v Elevation: Points A should be higher than Po/nfs R. STAYED HAY BALES NOT TO SCALE CATCH 84SIIV e FILTER FABRIC, "FILTER FABRIC CATCH B45IA �OI/E CATCH BASIN ITC AND PLACE FILTER ?RIC. REPLACE 6RME 7N6 CARE NOT TO DAMAGE DER FABRIC. ANCHOR WTH WE OR EARTH PILE AS SNOW. FILTER FABRIC INSTALLATION CATCH LMS/N GRATE TY�/CAL SED/AL/ENTAT/ON CON71iFOZ AT CATCH BASIN EARTH OR STONE ANCHOR PILE COPYRIGHT © 2004 MESSIER & ASSOC64Ta INC. SURVEYORS - ENGINEERS rHE5E DRAWINGS ARE THE PROPERTY OF THE ENGINEER/ SURVEYOR AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER FOR THIS PRA/ECT AT THIS SITE, AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER/ SURVEYOR. NO DECLARATION /S EXPRESSED OR IMPLIED UNLESS TH/S PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR AND/OR PROFE5510AW ENGINEER WHOSE SIGNATURE APPEARS HEREON. NOT TO SCALE n FWer P f� 1 j Cef pasts �nG/ VJ1J� Fabric excavate a 6 X62.) Attach fi/ter trench, set post fabric to post Angle 10' downslope. & extend into upslope for french. stability and self cleaning. -71 �U-E- 711==12min. I I -III I I -III= III=� depth I_I-I I -- III -_I �I�=ICI I= 1�I=ICI ill=1 I-- I I=.I I =1 I I - STANDARD CULVERT ENO J..) Backfi/l ti, e trench and co/,;pact the excavated go//. Compacted Back1111 STANDARD SIL T FENCE NOT TO SCALE 6' DEPTHS OF GR4kFZ N18" DEPTH OF SECTION A A 1NTERME014TE R1PRAP P/PE S/ZE A B C D E F G H RIRR4P AYE/GHT IN TONS 15" 10' 7' ! 1/1' 18" 12' 8' 2' !' >' 5' 2' 4' 8 21' IJ' 1 9' 2,0` >I/2 1' 7' 21/?' 41/. 12 24" / 10' 21/?' >I/1 1' 8 2//? 51/1" 15 70" 20' 1 2' 2' 9' J, 6' 22 36" 22' 16' 31/2' 2' 2' R100RAP PLUNGE A70L,/ENERGY D/SS/PATOR INS AT/ON DETA/L NOT TD SCAL E PROPERTY OWNER & APPLICANT: THE ST. RUNCIS OF ASSISI CHURCYr CORPORATION OF SOUTH JfrINDSOR, CONNECTICUT 873 &L1jVGT0N ROAD SOUTH #INDSOR, CT. 08082 TELEPHONE.• (880) 5R8-8288 MESSIER & ASSOCIATES, Inc. '�E' DATE DESCR/I'T/ON " SURVEYORS - ENGINEERS / 5-26-04 f�ENUMBEf� SHEET 2 12-10-04 MISC. i MANCHESTER, CT. (860) 646-6013 .3 02-08-05 REVISE SEE,0111 ' SPEC.; MISCELLANEOUS PUTNAM, CT. (860) 928-1171 PLANNING - SURVEY - DESiGN - CONSTRUCTION EROSION AND SEDIMENT CONTROL PLAN (CO,u � F/LE = 04-016AES-SHT81WW.,0WG,) PREPARED FOR.• ST. FRANCIS OF ASSISI CHURCH 673 ELL//I/GTON ROAD SOUTH GY/NOSOI?, CONNECT/Cl/T DATE : 03 04 SCALE : > ,� 4o FT DESIGN : RFN OR41YN : OL,�IMLN - CHECK : RFN SHEET 8 OF 8 PROJECT No. 04-019 RAYMOND F. NE _SON. JR. PLAN No. 04-016A P.E. #091.34