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04-29P_DANIELS ELECTRIC, INC._SANDRA DRIVE LOT 13
14 Map Lot Name & Address 108 18 Douglas Eric Wetherll 55 Oxbow Lane South Windsor, Ct. 06074 19 Andre L. & Andre K Charbonneau 125 Edwin Road South Windsor, Ct. 06074 20 Earl D. & Janet M. Moores 40 Old Parish Drive South Windsor, Ct. 06074 21 Lisa M. & Stanley J. Grivers, Jr. 32 Old Parish Drive South Windsor, Ct. 06074 22 Gary C. & Leslie M. Lee 18 Old Parish Drive South Windosr, Ct. 06074 24 Nancy Allison 11 Old Parish Drive South 11111\.G.JV1, VY. VVVIT 34 Kristina S. & Brian E. Beckwith 21 Edgewood Drive South Windsor, Ct. 06074 35 Joseph M. Bouffard 1474 Main Street South Windosr, Ct. 06074 36 Andre L. & Andre K Charbonneau 10 Abbe Road South Windsor, Ct. 06074 37 Wojciech Dawidczyk 53 Susan Drive Tolland, Ct. 06084 38 Linbob, LLC 80 Kimberly Drive South Windsor, Ct. 06074 M§ 3LI A- Map Lot Name & Address 96 58 Andre L. & Andre K Charbonneau 10 Abbe Road South Windsor, Ct. 06074 61 Andre L. Charbonneau 125 Edwin Road South Windosr, Ct. 06074 97 18 Andre Charbonneau 55 Kimberly Drive South Windsor, Ct. 06074 19 Linbob, LLC 80 Kimberly Drive South Windsor, Ct. 06074 20 Andre L. & Andre K Charbonneau 10 Abbe Road South Windsor, Ct. 06074 108 8 David & Louise C. Evans 1678 Main Street Ti:iac+ WinA znr TTTt1 aa...vv ..aaa�avva ass a, r.+ nkopi; -- 0602— 10 f: )) $1 11 Robert W. & Barbara E. Lavey P.O. Box 101 East Windsor Hill, Ct. 06028 109 15 Fitch Meadow FITCH MEADOW Michael E. Ryan 14 Fitch Meadow La. South Windsor, Ct. 06074 Bogdan & Grazyna T. Burek 22 Fitch Meadow La. South Windsor, Ct. 06074 Charles R. & Marsha A. Henley 26 Fitch Meadow La. South Windsor, Ct. 06074 Marjorie Watts 32 Fitch Meadow La. South Windsor, Ct. 06074 Luis & Rosanna Baena 38 Fitch Meadow La. South Windsor, Ct. 06074 Marc A. & Beth Daitch 44 Fitch Meadow La. South Windsor, Ct. 06074 Rosalie & Paul S. Giansiracusa, Jr. 52 Fitch Meadow La. South Windsor, Ct. 06074 Michael J. & Julie McCormack 60 Fitch Meadow La. South Windsor, Ct. 06074 Laurie J. Ebrahimi 64 Fitch Meadow La. South Windsor, Ct. 06074 Rosalie & Paul S. Giansiracusa, Jr. 68 Fitch Meadow La. South Windsor, Ct. 06074 Timothy R. & Amy E. Lewis 69 Fitch Meadow La. South Windsor, Ct. 06074 Nancy Sandra Cataldi 59 Fitch Meadow La. South Windsor, Ct. 06074 Sally A. Terry 49 Fitch Meadow La. South Windsor, Ct. 06074 Michael S. & Misuk Yi 35 Fitch Meadow La. South Windsor, Ct. 06074 Samir Ahmed 21 Fitch Meadow La. South Windsor, Ct. 06074 Kimberlee J. Austin 11 Fitch Meadow La. South Windsor, Ct. 06074 David T. Melinsoky 7 Fitch Meadow La. South Windsor, Ct. 06074 .AL T,nt..= 13, le�C�trr,�1C�� N Sandra Drive South ITTin-1 dsor, f'lonnecticut Kathleen R. Mason 20 Fitch Meadow La. South Windsor, Ct. 06074 Mark A. & Pamela F. Mansir 24 Fitch Meadow La. South Windsor, Ct. 06074 Mary C. Moonen 28 Fitch Meadow La. South Windsor, Ct. 06074 Helen T. Regan 36 Fitch Meadow La. South Windsor, Ct. 06074 Barbara A. Semino 40 Fitch Meadow La. South Windsor, Ct. 06074 Karen E. Rose 48 Fitch Meadow La. South Windsor, Ct. 06074 Donald Sfreddo 56 Fitch Meadow La. South Windsor, Ct. 06074 Eduardo S. & Sandra P. Gil 62 Fitch Meadow La. South Windsor, Ct. 06074 James A. & Lisa M. Bretz 66 Fitch Meadow La. South Windsor, Ct. 06074 Garnet Drakiotes 70 Fitch Meadow La. South Windsor, Ct. 06074 Bryan D. Marsh 65 Fitch Meadow La. South Windsor, Ct. 06074 George A. & Rochelle Desormiers 55 Fitch Meadow La. South Windsor, Ct. 06074 Rashmi Khosla 45 Fitch Meadow La. South Windsor, Ct. 06074 Ronald A. & Jayne A. Georgetti 27 Fitch Meadow La. South Windsor, Ct. 06074 David M. Clarke, Jr. 15 Fitch Meadow La. South Windsor, Ct. 06074 Gerald & Monique Desjardins 5 Fitch Meadow La. South Windsor, Ct. 06074 Oxbovv Lane LOCATION MAP 1 "-200' APPLICANT: Daniels Electric, Inc. 23 Sea Pave Road South Windsor, CT 06074 (860) 289-8512 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOR, CONNECTICUT 06088 (860) 623-0569 FAX: (860) 623-2485 \0 LADA, P"C. WONE-<%< Land Planners 104 West Street Simsbury, CT 06070 (860) 651-4971 Clock Tower Commons Brewster, NY 10509 (845) 278-7424 SOUTH WIMMSOR PLkNNING DEPT. DRAWING INDEX SHEET TITLE SHEET No. ALT4l1 COVER SHEET . ... ........... .. ......... ..... .1 of 7 SITEPLAN........................................2 of 7 LANDSCAPE PLAN . ............................... • 3 of 7 PHOTOMETRIC PLAN. •..•.•.••••.•••••..••••...... .4 of 7 EROSION & SEDIMENT NOTES ........ • • .. • • • ....... • 5 of 7 DETAIL SHEET .................................... 6 of 7 DETAIL SHEET....................................7 of 7 FINAL PLANS TOWN OF SOUTH WINDSOR AUTHORIZED SIGNATURE DATE: REVISED: 6-18-04 I I S67044 4 � /� --iF9r - Exist. 50.11 ' Brown Stone 0.28' 1P � I I I rJ , Exist. IP not.,a7 u9 N/F Joseph M. Bouffard N 1 0.77' of Exist. /P Detail #1 Not To Scale N/F r------------------------ - - - - -- - r1 The Fitch Meadow Association, Inc. -' a %'r�sn o�v�'occth `10�.2dao� Exist. i - ----__ ' IP (see detail #2) \ \ _ _ = = _ _ - _ - _ _ - _ 1540 SULLIVAN AVENUE TELEPHONE E(860)CT -2511 I \ - - •'"Oso..c."•�° TEIEDFiONE (860) 0442511 Approx. location of Zone Line S67 44' 42"E, i Zone = DRZ _ ^ ` \ - L _ _ _ _ \ - - - _ _ May 10, 2004 - E - �* w77� i� ` _ - • Certificdh70020510000081151454 ---- 304.87' Zone = I�'�, \\_------- '76 _ - - - - - - - J.R. Russo & Associates ` Attn: Tim Coon ` % •� _ I Shoham Road East Windsor, CT 06088 FRngifw AP SFniUFNT [ I%1117 i. Pt AN KFY ' ` RE; AppI.N04.29P-Danlels EleMrle,I-Industrld zone Dcaxhlr. Coon: , ra.vvv•� w v�r•.�Ir.,1• vvr�..�vfL�. YI-..♦ .�fLi � 1�.i h / LVt �3 `� �%,� PERMANENT SEEDING 51 " I #6 Sandra Driveo\ / \ At the May S, 2004 tegularmating, the Inland Wetlands AgerrcylConservation Commission ��•-+� , 73, 444.76 s t. EXIST. KIDS \ t3 r ' \ approvedapplicationflior theconst4-29P-Danindusls conic-Sang,utive- t,accessdrivCommwate FORT C " CONSTRUCTION ENTRANCE F' r 1•69 acres \ apucture,andassocatedi provmnison1.69acal iesonpoperllot,atednorrierlyofSwata � N• I \ structure, andassocia(edimprovemenisonl.69acrtsonproperlylocatednorthalyofSandm re 1r, I \ \ Drives I -Industrial zone This approval is subject to the followingconditions: 'Oft AM 1111Mw�w.w•a. i•w•• .. • {.,�, ��y. tr _ \ ` 80 t• npc hr,,,M.;-nrropy OSthe entire cn nfpl......IIM,?r;ti?-�:'p?OlL 1dh n•. m,ict he V ��� �)Lf �LNUL /� 1 _ /' '�' submitt�drothisComm(ssion'I7tismust txcompleted within 65days ofapprovalprior D C DUST CONTROL 76' - _ J to any construction activity er the silo. Plansmet t is re submitted to Planning & Zoning 76 Commission shall be considered having met this requircmrnt less the Town ofSouih ro 24" - - - - - - - - - - - - - - - - 2. The any lt�ability, win 'glut plication shall indemnify uult from thep�'ro"tposed operation or use.Windsor against Buffer Line 0A _ - - - - - - 3. The permit is valid for five years and shall expire on May 5, at a It is the _ landow•ner(s)/applicant(s) responsibility to track expiration dates and notifytho i T - AREA DRAIN Commission ofarrnewdrequest atleast 65days prior toexpiration. , � TF=75.1 Q 4. All approvals required must be obtained and submitted prior to any activity on the site. 1 yyll�� 1 i" J �G+� / FL:!=72A1 Q 5. 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TREEL INE ' N N / O O t 58'-8" HANCOR F477 1 t \ S=2.0% ' STORMCEPTOR MODEL 4501 TF=73.90 t FL=71.23 (8 ) FL=70.90 (12") 76 i - FL=68.62 (15") (SEE DETAIL) 10' Side Yard / \ I , / \ 210.99' Exist. l / \ N67022'51 " W / \ (see detail #0 N/F Wojcieck Dawidczyk 94•�M •l1e 6 ° = Taus OPslct t `ll%uzd �•, .S% 1540 SULLIVAN AVENUE • SOUTH WINDSOR, O7 06074 ~esoe•co " TELEPHONE (860) 644.2511 June 15, 2004 Mr. Daniel Etienne Daniel's Electric, Inc. 26 Sea Pave Road South Windsor, CT 06074 RE: Danlel's Electric, Inc- Lot 13 Sandra Drive, South Windsor, CT Dear Mr. Etienne: The South Windsor Water Pollution Control Authority, at Its regular meMllg of June 1, 2004, We approval for the oonnedlon to the Town's sewerage system of a commercial building on Lot 13 Sandra Drive, South W(rxlsor, CT, as more specifically shown on plans entited'Danlei's Electric, Inc. Lot 13 Sandra Drive, South Windsor, ConnecdoxV prepared by J. R. Russo & Associates, Inc, No. 2004-007, Drawing No(s) 2 of 7, dated 4/6104, and subject to the following conditions: 1. Technical approval of the Town Engineering Department 2. Payment of $5,075.07 Sewer Connection Charge. 3. F real Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer fine has been Installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was Installed in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate tedutkal spedf cations reiatln9 to sanitary sewer constiudlon. This approval letter must be superimposed on the final approval plans. Very truly yours ph J. Carino, Chairman Water Pollution Control authority JC:brnr a: Matthew Gailigan, Town Manager Michad J. Gantidc, Diredor of Public Works Jeff Doolittle, Tam Engineer Manta Banach, Director of Planning Chris Dougan, Chief Suflding nspedor J. R. Russo & Assodates GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. S26052' 17- W 2411 OAK \-------------- - DATA BLOCK __---- -' - - - - 148'-6" PVC SDR-35 ZONE• INDUSTRIAL (1) S=3.17% LOT AREA: 73,444.76 S.F. (1.69 ACRES) FRONT YARD: 35' SIDE YARD: 10' REAR YARD: 25' MAX. BLDG. HEIGHT: 40' (2 STORIES) PROP. BLDG. HEIGHT: 25.5' (1 STORY) MAX. BLDG. COVERAGE ALLOWED: 50% PROP. BLDG, COVERAGE: 12.5% MAX. IMPERVIOUS COVERAGE ALLOWED: 65% PROP. IMPERVIOUS COVERAGE: 28.3% PARKING CALCULATION WAREHOUSE USE (7,500 S.F.) (1/1,250 S.F.) x 7,500 S.F. = 6* (NO PERMANENT WAREHOUSE EMPLOYEES) OFFICE USE (1,680 S.F.) (4.5/1,000 S.F.) x 1,680 S.F. = 8 TOTAL SPACES REQUIRED = 14 TOTAL SPACES PROVIDED = 17 80 SAWCUT PAVEMENT INSTALL PERMANENT PAVEMENT PATCH UPON INSTALLATION OF PIPE (TYP) 1 1 1 \ 138'-15" HANCOR F477 S=2.62% A 72---- LEGEND: -o- UTILITY POLE EXIST. CB 0 WA TER GA TE TF= 70.3 o GAS GATE FL=65.0 IN Ll PROP. CATCHBASIN FL=64.9 OUT 0 PROP. MANHOLE ❑ EXISTING CATCH BASIN O EXIS77NG MANHOLE PROP. SANITARY - s - EXIS771VG SANITARY - - c - - U.G. GAS LINE - - w- - U.G. WATER LiNE PROP. STORM SEWER CONNECT TO EXIST. CB FL=65.00 -� EXIS77NG STORM SEWER - - -�- - - EXISTING CONTOUR ---®-- PROP. CONTOUR 2Mxo EXISTING SPOT GRADE 2:0 PROP. SPOT GRADE EXISTING LP. ■ EXIS77NG MONUMENT O PROP. L P. o PROP. MONUMENT tie PROP. LIGHT -- -- - - STAKED HAYBALES OR SILT FENCE sa % O-PsoutA `wuid4dc 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 TELEPHONE(860t 644.2511 CERTOUD MAIL Iune4,2004 Mr. Tim Coon J.R.Russo & Associates I Shoham Road East Windsor, CT 06088 Re: AppI Y,0.1-•29P, Daniel Electric, Inc. Dear Mr. Coon: We cue pleased to advise you that the Planning & Zoning Commission voted on May 25, 2004 to approve with modifications the above mferenoedapplication for aSite Plan ofDevelopment This approval is for the construction of a 9,180 square foot industrial building on property located at 6 Sandra Drive (northerly end of Sandra Drive), I zone as shown on plans prepared by J.R. Russo & Associates, Job No.2003-007 &led, This approval is subject to the following modifications: I. Prior to commencement ofanysite work, ameeting must bebeldwiill Town Staff. 2. No building permit will be issued until the final mylus have ban filed in the Town Clerk's office. 3. This application is subject (o the conditions of approval oftbe inland Wetlands Agency/Coascrvalior. Commission, including a bond in the amount of $2,000. 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. S. Footing drains are required if the building has a basement 6. A landscape bond in the amount of S2,000 is required and must be submitted prior to filing ofmy lus. 7. All plans used in the field by thedeveloper must bear the stencil and authorized signature ofthe Town of Guth Windmr; 8. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 9. Its State Traffic Commission certificate is required, no building permits will be issued until the certi ficato has been issued (per CGS §14-311). 10. The building scat number muss bo included on the fioal plea. 11. Pavement merldnlp must be maintained in good condition throughout the site drives and parking areas. 12. Engineering comments dated 4=04 must be addressed to the Town Eaginoces satisfaction. Black and while transparent mylars of Sheet tr2 with the above modifimfiom, 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 of this Commission as well as the Wand Wetlands Agency/Conservation Commission must be reproduced on the my]ars. After the mylars have been signed by the Commission, they will bo rciumod to you for filing in the Office of the Town Clerk. After fling these plans, a copy of the receipt must be submitted to the Planning Deputrnwt Sincerely, n, �dr , � „ _ t .. , I Timothy H. Wentzell, Chairman Planning and Zoning Commission THWlkak ec: Town Engineer Chicf Building Official Assessor Superintendent of Pollution Control Fire Marshal �;'`"`- TF=75.20 Reference Map: 1 FL=71.82 "Resubdivision Sandra Drive South Windsor, Connecticut Owner - Applicant Andre L• Charbonneau & Andre K Charbonneau 125 Edwin Road South Windsor, fr..,,r,e.,44.,,,4 ill -An' 090_-07 D-v. A-9n-ClA 01--- A-9 I... T A Russo PI V V 1111G1: Vli,LLV VfvV -IVV; 1 -TV Ur..0 �V! 1{rG Y• V--rrV---UV V1Qe7A t? -ry V•y t/.l�r 14 V W Associates, Joseph R. Russo, L.S. I i• 1 1 ote 1. Parcel is not located in a flood hazard zone, Panel No. 090036 0006 B. \ 2. Parcel is not located in inland wetlands as confirmed by Michael F. `78 Gragnolattir Soil Scientist. 9'X18' PARKING STALL (TYP) SAN. CLEANOUT 76 = 54004' 16" R = 55.00' L = 51.90' 5 r -. W TEMPORARY GRADING RIGHTS TO BE OBTAINED 7.87' EXIST PIN TO BE RESET N260.2' 1r 7"E -------'------I "CEXIST. TREELIN14 (TYP) 1 ( 4 I 1 74 EXIST. SAN MH TF=71.6 FL=58.5 N/F LINBOB, L.L. C. CONNECT TO EXIST. SMH W,/ OUTSIDE DROP (SEE DETAIL) FL =65.81 3. Bearings are based on the reference map. 4. Elevations are based on the reference map. 5. Underground utility, structure and facility locations noted hereon have been compiled, in part, from record mapping supplied by the respective utility companies or governmental agencies, from parole testimony and from other sources. These locations must be considered as approximate in nature. Additionally, other such features may exist on the site, the existence of which are unknown to J.R. Russo & Associates. The size, location and existence of all such features must be field determined and verified by the appropriate authorities prior to construction. Call Before You Dig 1-800-922-4455. 6. Westerly portion of the parcel is subject to 150' buffer area, see Vol. 945 Pg. 182. 7. Parcel, is subject to restriction to public highways, see Vol. 945 Pg. 183. 8. Variance of 39' of lot frontage for the parcel fronting on Sandra Drive was granted by the Zoning Board of Appeals on July 3, 1997 Appl. #2361-97. 9. Soil erosion and sediment control contact person: Daniel Etienne (860) 289-8512. 10. Foundation dimensions as shown on this plan are for site design purposes only. Foundation contractor will use Architectural plans for layout and construction of building foundation. 11. Construction shall conform to the Town of South Windsor Public Improvement Specifications. 12. All floor drains within the building shall be connected to the oil/sand separator prior to discharge to the sanitary sewer. 13. Trash receptacle to be located and maintained 'inside of building. This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is an Improvement Location Survey based on a Dependent ResurveX conforming to Horizontal & Vertical Accuracy Class A-2 & T-2. This document and copies thereof are valid only if they bear the live signature and embossed seal of the designated professional. Unauthorized alterations render any declaration hereon null and void. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP 1, SUBSTANTIALLY C0&(?,-CfT,,fJ� N07FD HEREON. eaa' %111fa�� Auttlelt� `e®e/�► eee CO,l,1°�0 , ....... R. 'TI poi PV1 R.•• .� o CrI :AS No.0804 Q1 Z -e'0.3048 �1f1ssf••. ..` •S�`,,�ee r r•�� �r oe REV. 6-18-04 MOVE WATER & GAS SERVIC'; ADD APPROVAL LETTERS REV. 5-04-04 STAFF COMMENTS Site Pla -1 Lot 13, # 6 S an Ira Drive South Windsor, Co inecticut A221ican t .Daniels Electric, Inc. 23 Sea Pave Road South Windsor, CT 06074 (860) 289--8512 JSSO & ,ASSOCIATES Surveyors & Professional Engineers 1 SHOHAM ROAD EAST WINDSOF', CONNEC11CUT 06088 (86(1) 623-0569 FAX: (1160) 623-2485 BY I SCALE DATE SHEET CHECKED NO. TAC 11"=20' I 4-06-04 1 2 of 7 1 JRR i 2004-007 105 100 95 •N 09 :e 75 70 65 Cn C7 0 0 N U Q) W N (0 E\ 0 9 v- 0 0 i Q 4 7 7 7 V 7 4 as p 4 �\A a .Q . 4 a Q Q a r a-............ .t.......... ....... ................. ............................................................................... ...................-------- ........ ......... ............ ........................ .......... . ..... --•-- V _............ ................... ................. D a I -----•-•--.----- REAR 017 BUILDING D D 0 zw —J Z V) LU 0.. O Q 0 10 20 30 40 50 60 70 80 REAR BUFFER PROFILE A —A — PROJECTED 5 YEARS W24" Buffer Line OA PROP. TREELINE 2' WIDE, 2 STONE PS' REAR YARD ON WEED CONTROL FABRIC 25' Rear Yord Portion of lot to remain in natural condztiion. (See YoL 946 Pg. 182) ------------ M PLANTS TO BE INTERSPERSED AMONG EXISTING TREES PER THE DIRECTION OF TOWN STAFF (TYP.) PLANTING SCHEDULE EVERGREEN SPECIES TO INCLUDE: PICEA ABIES, NORWAY SPRUCE 6 PICEA GLAUCA, WHITE SPRUCE PINUS NIGRA, AUSTRIAN PINE 1n PINUS STROBUS, WHITE PINE 5'-6' B&B PRUNUS SERRULATA 'KWANZAN' 9 '3 5 KWANZAN CHERRY 2.5-3" CAL., B&B JUNIPERUS CHINENSIS 'NICKS COMACTA' U 16 COMPACT PFlTZER JUNIPER 15"-18", 3 GAL., (5' O.C.) PICEA GLAUCA 4 DWARF ALBERTA SPRUCE 24"-360, 3 GAL. RHODODENRON HYBRID 'P.J.M.' 14 P.J.M. RHODODENRON 15"-18", 3 GAL,, (36" O.C.) RHODODENRON CATAWBIENSE 7 'ROSEUM ELEGANSI 18"-2e, 3 GAL,, (6'-8' O.C.) APPLY MIR—ACID AT TIME OF PLANTING ` & TWICE DURING FIRST YEAR I AZALEA — EVERGREEN W 12 ASSORTED COLORS 18"-24", 3 GAL., (5'-6' O.C.) 10' Side Yard 2 PLY 1/2" DIA. REINFORCED RUBBER HOSE TREES GREATER THAN 2 1/2" GUY WIRES — THREE SPACED EQUALLY ANCHORED W/2"x4"x2.5' CEDAR STAKE SET CROWN OF ROOTBALL AT SURROUNDING FINISH GRADE BEFORE MULCHING PLANTING SOIL MIXTURE 10 GA. GALV. SOFT STEEL GUY WIRE STAKES NOTCHED FOR WIRE TREES 2 1/2" CAL. OR LESS HARDWOOD STAKES —TWO 2"x2"xS' OPPOSITE AND SET INTO SUBGRADE -11 U .n1IK1^ Tn CCnnAln n�AAlnu I RCC YYI[Ht-r ilV IV JCVVIVU DRH1V tJf-1 HEIGHT W/50% OVERLAP �— SEE LAYOUT FOR SURFACE TREATMENT �— 3" SHREDDED BARK MULCH ------ROLL BACK TOP THIRD OF BURLAP 6" COMPACTED PLANTING SOIL MIXTURE UNDISTURBED SUBGRADE T A--Tti &—% — V.— 1 1 A f 'T / A f 0% � xt� tLAN / INU NOT TO SCALE THREE 10 GAL. GALV. SOFT STEEL INSTALL TREE PLUMB, PRUNE GUY WIRE ANCHORED W/2"x4"x2'-6" ALL DAMAGE OR BROKEN BRANCHES CEDAR STAKE SPACED EQUALLY SET CROWN OF ROOTBALL AT 2 PLY 1/2" DIA. REINFORCED RUBBER HOSE SURROUNDING FINISH GRADE. '\ IF IN HEAVY CLAY SOILS SET AT 1" ABOVE FINISH GRADE BEFORE 3" SHREDDED BARK MULCH MULCHING. STAKES 90' TO GUY WIRES 6" EARTH SAUCER ROLL BACK TOP THIRD �- PLANTING SOIL MIXTURE OF BURLAP 12" 6 COMPACTED PLANTING SOIL MIXTURE UNDISTURBED SUBSURFACE EVERGREEN TREE PLANTING NOT TO SCALE PS 105 100 95 AR :! 75 70 65 0 10 20 30 40 50 60 70 80 REAR BUFFER PROFILE A A - PRUJE C T EU MA T URI" I `Y LEGEND: -o- URLITY POLE c WATER GATE G GAS GATE Ll PROP. CATCHBASIN O PROP. MANHOLE ❑ EXISTING CATCH BASIN 0 EXISTING MANHOLE PROP. SANI TAR Y — s — EXISTING SANITARY - - G - - U.G. GAS LINE U.G. WATER LINE PROP. STORM SEWER ®-� EXISTING STORM SEWER - - -2=,6- - - EXISTING CONTOUR zss PROP. CONTOUR 25W EXISTING SPOT GRADE M�•0 PROP. SPOT GRADE 0 EXISTING I.P. • EXISTING MONUMENT 0 PROP. 1. P. o PROP. MONUMENT PROP. LIGHT STAKED HA YBALES OR SILT FENCE ffill g. 'l f%:%: "+ }rti,J..%/ .'f�% ri: il:?�r1 iii':jf:• i%:� ..r0I/:::.. /,,.. Hr/!'i 4YN/ { y�.,Yi:.i�,i �:y'•i Jai �'iil i:: i�! "' ' �lif 'r+'yn,;�'/!{J �i:•'i%iJ!?%/i���"':::'�i'f.:i ��•%ill ii rr•. I /�g.>>J`r,/.,f{{,rr"•{.1l.•:'�ff•%/ilp:•.�l:i:� may::%f /''•'/'ci;; % PROP. LIGHT TYP. OF THREE) STONECO MODEL FPM175MAL-8 . :Ji:.i:..::;:::::i:<:: � ,.r:1r�!!r%;'i�if '•/:•,••:. �%Jil''"� Vr OR EQUAL, AFTER HOURS � LIGHTING TO BE REDUCED TO I •.�/�•: J;/!r•;:f/•,•: err, .fJi���/..�fF,;..: ••:: :r'r SECURITY LIGHTING ONLY GRAPHIC SCALE r 20 0 10 20 40 �I o � IN FEET Z inch = 20 ft. 35' Front Yard SEEDING NOTE: S DISTURBED AREAS TO BE SEEDED WITH ATHLETIC MIX BY NEW ENGLAND SEED CO. OR EQUAL; 200-250 LBS/ACRE T. Misc. �-- _ ANS. PS -0 24" 1 OAK / EXIST. TREELINE (TYP) 80 N TS COMPACTED PLANTING SOIL MIXTURE TO PREVENT SETTLEMENT 1/2" DIA. CRUSHED STONE ADDED IN AREAS WITH POORLY DRAINED SOILS SI-IRU SET CROWN )F ROOTBALL AT LEVEL GRADE WITH HIGHEST POINT OF SAUCER 3" SHREDDE[) BARK MULCH NOT TO COV-_R CROWN OF BALL AT BANE OF PLANT STEM PLANTING SC IL MIXTURE B PLANTING NOT TO SCALE � LandscaAe Plan � Lot 13 ►S ands a Drive South Windsor Connecticut Applican t .Daniels Elect;-'Zca Inc. 23 Sea Pave Road South Windsor, C" 06074 (860) 289—E>512 LADA, P.C. Land Planners k�k ?. 104 West Street Simsbury, CT 06070 860) 651-4971 Clock Tower Commot s Brewster, NY 10509 (345) 278-7424 J.R. RUSSO & ASSOCIATES Land Surveyors & P-Ofessional Engineers " 1 S HOHAM ROAD EAST WINDSO Z, CONNECTICUT 06088 (860) 623-0569 FAX: ('860) 623-2485 BY TAC SCALE 4-06-04 LE 20' DATE I SHEET � CHECKED N0. 3 of 7 JRR 1 2004-007 010 10' Side Yard r" 0 0 0 0 N N w cn m 1a a 0 0 V- 0 0 N N U- m C fu Q a Buffer Line 24 PROP. TREELINE (TYP) GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. PROP. LIGHT (TYP. OF TWO) STONECO MODEL FPM175MAL-8 OR EQUAL 15' MOUNTING HEIGHT 45' MOUNTING ANGLE AFTER HOURS LIGHTING TO BE REDUCED TO SECURITY LIGHTING ONLY 'OOTCANDLE LINE (TYP) LEGEND: G—- --w—— — <o 256.0 • 0 El CIO, rdrP� �r No. o8048 r� �C� O�'• ' tea_ UTILITY POLE WATER GATE GAS GATE PROP. CA TCHBASIN PROP. MANHOLE EXISTING CATCH BASIN EXISTING MANHOLE PROP. SANITARY EXISTING SANITARY U.G. GAS LINE U.G. WATER LINE PROP. STORM SEWER EXISTING STORM SEWER EXISTING CONTOUR PROP. CON TOUR EXISTING SPOT GRADE PROP. SPOT GRADE EXISTING I.P. EXISTING MONUMENT PROP. 1. P. PROP. MONUMENT PROP. LIGHT STAKED HA YBALES OR SILT FENCE REV. 5-04-04 ELIMINATE SITE LIGHTING TO REAR OF BLDG. BY Photometric Plan Lot 13, # 6 Sandra Drive South Windsor, Connecticut AQ21ican t Daniels E l e c t'ric, .Inc. 23 Sea Pave Road South Windsor, CT 06074 (860) 289-8512 RUSSO & ASSOCIATES (SCALE (DATE TA 1 1 "=20' Surveyors & Professional Engineers 1SHOHAM ROAD EAST WINDSCR, CONNECTICUT 06088 (80) 623-0569 FAX: (;860) 623-2485 4-06-04 SHEET ICHECKED NO. 4 of 7 1 JRR 1 2004-007 i GEOTEXTiLE SILT FENCE (GSF) HALE BALE BARRIER (HB) TEMPORARY SOIL PROTECTION (TSP) MULCH FOR SEED (MS) PERMANENT SEEDING (Continued) CHECKLIST FOR EROSION CONTROL PLAN SPECIFICATIONS Materials Geotextile fabric: shall be a pervious sheet of polypropylene, nylon, polyester, ethylene or similar filaments and shall be certified by the manufacturer or supplier as conforming to the requirements shown in Figure GSF-1 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. The geotextile shall be non -rotting, acid and alkali resistant and have sufficient strength and permeability operations. Filamanets in the geotextile shall be resistant to absorption. The filament network must be dimensionally stable and free of any chemical treatment or coating that will reduce its permeability. The geotextile shall also be free of any flaws or defects which will alter its physical properties. Torn or punctured geotextiles shall not be used. Supporting posts: shall be at least 42 inches long made of either 1.5 inch square hardwood stakes or steel posts with projections for fastening the geotextile possessing a minimum strength of 0.5 nnunri nar linear fnn+ Placement For toe of slope: Locate 5-10 feet down gradient from the toe of slope, generally on the contour with maintenance and sediment removal requirements in mind. When the contour can not be followed install the fence such that perpendicular wings are created to break the velocity of water flowing along the fence. See Figure GSF-2 in the Connecticut Guidelines For Soil Erosion and Sediment Control for spacing requirements. SwalPs- I nen+e "I I" ahnna nrrncc cwnla citr`h +hn+ +ha hn++nm of both ends of the fence are higher that the top of the lowest section of the fence. Catch Basin in Swale on Slopes: Locate 2 "U" shapes across swale as above: one immediately up slope from the catch basin and the other immediately down slope from the catch basin. Catch Basins in Depressions: Encircle catch basin. CulvertInlets: Locate in a "U" shape approximately 6 feet from the culvert in the direction of the incoming flow. CulvertOutlets: Locate across the swale at least 6 feet from the culvert outlet. Installation Trench excavation: Excavate a trench a minimum of 6 inches deep and 6 inches wide on the up slope side of the fence location. For slope and swale installations, extend the ends of the trench sufficiently up slope such that bottom end of the fence will be higher than the top of the lowest portion of the fence. When the fence is not to be installed on the contour, excavate wing trenches spaces at the intervals given on Figure GSF-2 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. When excavation is obstructed by an occasional stone or tree roots, provide a smooth transition between the trench bottom and the obstruction. SupportPosts: Drive support posts on the down slope side of the trench to a depth of at least 12 inches into original ground. Never install support posts more than 10 feet apart. install support posts closer than 10 feet apart when concentrated flows are anticipated or when steep contributing slopes and soil conditions are expected to generate larger volumes of sediment. For catch basins in hollows, drive posts at each corner of the catch basin. Whenever the geotextile filter fabric that is used exceeds the minimum material specifications contained in this measure, the spacing of the stakes shall be per manufacturer's recommendations. Geotextile Filter Fabric: Staple or secure the geotextile to the support posts per manufacture's instruction such that at least 6 inches of geotextile lies within the trench, the height of the fence does not exceed 30 inches and the geotextile is taut between the posts. When the trench is obstructed by stones, tree roots, etc. allow the geotextile to lay over the obstruction such that the bottom of the geotextile points up slope. In the absence of manufacture's instructions, space wire staples on wooden stakes at a maximum of 4 inches apart and alternate their position from parallel to the axis of the stake to perpendicular. Do not staple the geotextile to living trees. Provide reinforcement for the fence when it can be exposed to high winds. When joints in the geotextile fabric are necessary, splice together only at at support posts, and securely seal. Backfill & Compaction: Backfill the trench with tamped soil or aggregate over the geotextile. When the trench is obstructed by a stone, tree root, etc. make sure the bottom of the geotextile lies horizontal on the ground with the resulting flap on the up slope side of the geotextile and bury the flap with 6 inches of tamped soil, or aggregate. MAINTENANCE Inspect the silt fence at least once a week and within 24 hours of the end of a storm with rainfall amount of 0.5 inch or greater to determine maintenance needs. When used for dewatering operations, inspect frequently before, during and after pumping operations. Remove the sediment deposits or, if room allows, install a secondary silt fence up slope of the existing fence when sediment deposits reach approximately one half the height of the existing fence. Replace or repair the fence within 24 hours of observed failure. Failure of the fence has occurred when sediment fails to be retained by the fence because: (a) the fence has been overtopped, undercut or bypassed by runoff water, (b) the fence has been moved out of position (knocked over), or (c) the geotextile has decomposed or been damaged. Maintain the fence until the contributing area is stabilized. After the contributing area is stabilized determine if sediment contained by the fence requires removal or regrading and stabilization. If the depth is greater than or equal to 6 inches, regrading or removal of the accumulated sediment is required. No removal or regrading is required if sediment depth is less than 6 inches. Remove the fence by pulling up the support posts and cutting the geotextile at ground level. Regrade or remove sediment as needed, and stabilize disturbed soils. SPECIFICATIONS Materials Hay Bales: shall be made of hay or straw with 40 pounds minimum weight and 120 pounds maximum weight held together by twine or wire. Stakes for Anchoring Hay Bales: shall be a minimum of 36 inches long and made of either hardwood with dimensions of at least 1.5 inches square or steel posts with a minimum weight of 0.5 pound per linear foot. Placement Toe of Slope: Locate 5-10 feet down gradient from the toe of slope, generally on the contour. When the contour can not be followed, stagger the bale installation and install perpendicular wings (spaces as shown in Figure HB-1 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition) to break the velocity of water flowing behind the bales. The barrier should be located with sufficient distance from the toe of Uhe slope UU allow access by equipment for removal of accumulated sediments. Catch Basins in Depression or Low Spots: Encircle catch basin or yard drain. Installation Trench excavation: Excavate a trench as wide as the bales and at least 4 inches deep. Each end of the trench should be winged upslope so that the bottom of the last bale is higher than the top of the lowest hay bale in the barrier. Hay Bale Placement: Place bales in a single row in the trench, lengthwise, with ends of adjacent bales tightly abutting one another and the bindings oriented around the sides rather than along the tops and bottoms of the bales (to avoid premature rotting of the bindings). Staking Hay Bales: Anchor each bale with at least 2 stakes, driving the first stake in each bale toward the previously laid bale to force the bales together. Stakes must be driven a minimum of 18 inches into the ground. Fill any gaps between the bales with hay or straw to prevent water from escaping between the bales. Backfill &Tamped: Backfill the bales with the excavated trench material to a minimum depth of 4 inches on the uphill side of the bales. Tamp by hand or machine and compact the soil. Loose hay or straw scattered over the disturbed area immediately uphill from the hay bale barrier tends to increase barrier efficiency. MAINTENANCE Inspect the hay bale barrier at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inches or greater to determine maintenance needs. For dewater operations, inspect frequently before, during and after pumping operations. Remove the sediment deposits or install a secondary barrier upslope from the existing barrier when sediment deposits reach approximately one half the height of the barrier. Replace or repair the barrier within 24 hours of observed failure. Failure of the barrier has occurred when sediment fails to be retained by the barrier because: (a) the barrier has been overtopped, undercut or bypassed by runoff water, (b) the barrier has been moved out of position, or (c) the hay bales have deteriorated or been damaged. Maintain the hay bale barrier until the contributing area is stabilized. After the upslope areas have been permanently stabilized, pull the stakes out of the hay bales. Unless otherwise required, no removal or regrading of accumulated sediment is necessary. The hay bales may then be left in place or broken up for ground cover. TEMPORARY SEEDING (TS) SPECIFICATIONS Site Preparation Install needed erosion control measures such as diversions, grade stabilization structures, sedimentation basins and grassed waterways in accordance with the approved plan. Grade according to plans and allow for the use of appropriate equipment for seedbed preparation, seeding, mulch application and mulch anchoring. Seedbed Preparation Loosen the soil to a depth of 3-4 inches with a slightly roughened surface. If the area has been recently loosened or disturbed, no further roughening is required. Soil preparation can be accomplished by tracking with a bulldozer, discing harrowing, raking or dragging with a section of chain link fence. Apply ground limestone and fertilizer according to soil test recommendations (such as those offered by the University of Connecticut Soil Testing Laboratory or other reliable source). If soil testing is not feasible on small or variable sites, or where timing is critical, fertilizer may be applied at the rate of 300 pounds per acre or 7.5 pounds per 1,000 square feet of 10-10-10 or equivalent. Seedin Apply seed uniformly by hand, cyclone seeder, drill, cultipacker type seeder or hydroseeder at a minimum rate for the selected seed identified in Figure TS-2 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Increase seeding rates by 10% when hydroseeding. Mulching See guidelines in the Mulch For Seed measures. MAINTENANCE Inspect temporary seeding area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater for seed and mulch movement and rill erosion. Where seed has been moved or where soil erosion has occurred, determine the cause of the failure and repair as needed. SPECIFICATIONS Materials Mulcheswithin this specification include, but are not limited to: 1. Hay: The dried stems and leafy parts of plants cut and harvested, such as alfalfa, clovers, other forage legumes and the finer stemmed, leafy grasses. The average stem length should not be less than 4 inches. Hay that can be windblown should be anchored to hold it in place. 2. Straw: Cut and dried stems of herbaceous plants, such as wheat, barley, cereal rye, or brome. The average stem length should not be less than 4 inches. Straw that can be windblown should be anchored to hold it in place. 3. Wood Chips: Chipped wood material from logs, stumps, brush or trimmings including bark, stems and leaves having a general maximum size of 0.5 inch by 2 inches and free of excessively fine or long stringy particles as well as stones, soil and other debris. Kin nne-hnrinn is ranuirarl If caarlinn is narfnrmarl whara wood chips have been previously applied, prior to the seeding the wood chips should be removed or tilled into the ground and additional nitrogen applied. Nitrogen application rate is determined by soil test at time of seeding. 4. Bark Chips, Shredded Bark: Tree bark shredded as a by product of timber processing having a general maximum size of 4 inches and free of excessively fine or long stringy particles as well as stone and other debris. Material use is the same as wood chips. If subsequent seeding is performed where cellulose dense mulches (e.g. leaves, excelsior, woodchips, barkchips) have been applied, then prior to seeding either remove the mulch or till it into the ground with the application of nitrogen. Cellulose fiber is not recommended for use, except as a tackifier for other mulch materials. Tackifers within this specification include, but are not limited to: Water soluble materials that cause mulch particles to adhere to one another, generally consisting of either a natural vegetable gum blended with gelling and hardening agents or a blend of hydrophilic polymers, resins, viscosifiers, sticking aids and gums. Emulsified asphalts are specifically prohibited for use as tackifiers due to their potential for causing water pollution following its application. Nettings within this specification include, but are not limited to: Prefabricated openwork fabrics made of cellulose cords, ropes, threads, or biodegradable synthetic material that is woven, knotted or molded in such a manner that it holds mulch in place until temporary soil protection is no longer needed. Site Preparation Prior to mulching, complete the required grading and install and/or repair other sediment control measures needed to control water movement within the area to be mulched. Application Spreading: Spread mulch material uniformly by hand or machine resulting in 100% coverage of the disturbed soil. When spreading hay mulch by hand, divide the area to be mulched into approximately 1,000 square feet and place 2 to 3 bales of hay in each section to facilitate uniform distribution. (Hay/Straw 2-3 tons/acre) When spreading woodchips on slopes, it is particularly important not to spread the chips too thick. Excessive application tend to slip or slump when saturated. (Wood Chips/Shredded Bark 6 cu. yds./1,000 s.f.) Anchoring: Apply tackifiers and/or netting either with the mulch or immediately following mulch application. Expect the need for tackifiers or netting along the shoulders of actively traveled roads, hill tops and long open slopes not protected by wind breaks. When using netting the most critical aspect is to ensure that the netting maintains substantial contact with the mulch and the mulch, in turn, maintains continuous contact with the soil surface. Without such contact, the material is useless and erosion can be expected to occur. Install in accordance with manufacturer's recommendations. MAINTENANCE Inspect temporary soil protection area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater for mulch movement and rill erosion. Where soil protection falls below 1007., reapply soil protection within 48 hours. Determine the cause of the failure. If mulch failure was the result of wind consider applying a tackifier or netting. If mulch failure was caused by concentrating water, install additional measures to control water and sediment movement, repair erosion damage, reapply mulch with anchoring. DUST CONTROL (DC) SPECIFICATIONS Mechanical Sweeping Use mechanical sweeping on paved areas where dust and fine materials accumulate as a result of truck traffic, pavement saw cutting spillage, and wind or water deposition from adjacent disturbed areas. Sweep daily in heavily traveled areas. Water Periodically moisten exposed soil surfaces on unpaved travelways to keep the travelway damp. Non Asphaltic Soil Tackirr'er Non -asphaltic soil tackifier consists of an emulsified liquid soil stabilizer of organic, inorganic or mineral origin, including, but not limited to the following: modified resins, calcium chloride, complex surfactant copolymers or high grade latex acrylics. The solutions shall be non -asphaltic, non toxic to human, animal and plant life, non corrosive and nonflammable. Materials used shall meet local, state and federal guidelines for intended use. All materials are to be applied according to the manufacturer's recommendations and all safety guidelines shall be followed in storing, handling and applying materials. MAINTENANCE Repeat application of dust control measures when fugitive dust becomes evident. SPECIFICATIONS Materials Types of Mulches within this specification include, but are not limited to: 1. Hav: The dried stems and leafy parts of plants cut and harvested, such as alfalfa, clovers, other forage legumes and the finer stemmed, leafy grasses. The average stem length should not be less than 4 inches. Hay that can be windblown should be anchored to hold it in place. 2. Straw: Cut and dried stems of herbaceous plants, such as wheat, barley, cereal rye, or brome. The average stem length should not be less than 4 inches. Straw that, can be windblown should be anchored to hold it in place. 3. Cellulose Fiber: Fiber origin is either virgin wood, post-industrial/pre-consumer wood or post consumer wood complying with materials specification (collectively referred to as "wood fiber"), newspaper, kraft paper, cardboard (collectively referred to as "paper fiber") or a combination of wood and paper fiber. Paper fiber, in particular, shall not contain boron, which inhibits seed germination. The cellulose fiber must be manufactured in such a manner that after the addition to and agitation in slurry tanks with water, the fibers in the slurry become uniformly suspended to form a homogeneous product. Subsequent to hydraulic spraying on the ground, the mulch shall allow for the absorption and percolation of moisture and shall not form a tough crust such that it interferes with seed germination or growth. Generally applied with tackifier and fertilizer. Refer to manufacturer's specifications for application rates needed to attain 80%-95% coverage without interfering with seed germination or plant growth. Not recommended as a mulch for use when seeding occurs outside of the recommended seeding dates. Tackifiers within this specification include, but are not limited to: Water soluble materials that cause mulch particles to adhere to one another, generally consisting of either a natural vegetable gum blended with gelling and hardening agents or a blend of hydrophilic polymers, resins, viscosifiers, sticking aids and gums. Good for areas intended to be mowed. Cellulose fiber mulch may be applied as a tackifier to other mulches, provided the application is sufficient to cause the other mulches to adhere to one another. Emulsified asphalts are specifically prohibited for use as tackifiers due to their potential for causing water pollution following its application. Nettings within this specification include, but are not limited to: Prefabricated openwork fabrics made of cellulose cords, ropes, threads, or biodegradable synthetic material that is woven, knotted or molded in such a manner that it holds mulch in place until vegetation growth is sufficient to stabilize the soil. Generally used in areas where no mowing is planned. Site Preparation Grade according to plans and allow for the use of appropriate equipment for seedbed preparation, seeding, mulch application and mulch anchoring. Application Timing: Applied immediately following seeding. Some cellulose fiber may be applied with seed to assist in marking where seed has been sprayed, but expect to apply a second application of cellulose fiber to meet the requirements of Mulch For Seed in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Spreading: Mulch material shall be spread uniformly by hand or machine resulting in 807o-95% coverage of the disturbed soil when seeding within the recommended seeding dates. Applications that are uneven can result in excessive mulch smothering the germinating seeds. For hay or straw anticipate an application rate of 2 tons per acre. For cellulose fiber follow manufacture's recommended application rates to provided 80 %-95% coverage. When seeding outside the recommended seeding dates, increase mulch application rate to provide between 95%-100% coverage of the disturbed soil. For hay or straw anticipate an application rate to 2.5 to 3 tons per acre. When spreading hay mulch by hand, divide the area to be mulched into approximately 1,000 square feet and place 1.5-2 bales of hay in each section to facilitate uniform distribution. For cellulose fiber mulch, expect several spray passes to attain adequate coverage, to eliminate shadowing, and to avoid slippage. Anchoring: Expect the need for mulch anchoring along the shoulders of actively traveled roads, hill tops and long open slopes not protected by wind breaks. When using netting, the most critical aspect is to ensure that the netting maintains substantial contact with the underlying mulch and the mulch, in turn, maintains continuos contact with the soil surface. Without such contact, the material is useless and erosion can be expected to occur. MAINTENANCE inspect mulch for seed area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater until the grass has germinated to determine maintenance needs. Where mulch has been moved or where soil erosion has occurred, determine the cause of the failure and repair as needed. PERMANENT SEEDING (PS) SPECIFICATIONS Time Of Year Seeding dates in Connecticut are normally April 1 through June 15 and August 15 through October 1. Spring seedings give the best results and spring seedings of all mixes with legumes is recommended. There are two exceptions to the above dates. The first exception is when seedings will be made in the areas of Connecticut known as the Coastal Slope and the Connecticut River Valley. The Coastal Slope includes the coastal towns of New London, Middlesex, New Haven, and Fairfield counties. In these areas, with the exception of crown vetch (when crown vetch is seeded in late summer, at least 35% of the seed should be hard seed (unscarified), the final fall seeding dates can be extended and additional 15 days. The second exception is frost crack or dormant seeding, the seed is applied during the time of year when no germination can be expected, normally November through February. Germination will take place when weather conditions improve, mulching is extremely important to protect the seed from wind and surface erosion and to provide erosion protection until the seeding becomes established. Site Preparation Grade in accordance with the Land Grading measure which is in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. install all necessary surface water controls. For areas to be mowed remove all surface stones 2 inches or larger. Remove all other debris such as wire, cable tree roots, pieces of concrete, clods, lumps, or other unsuitable material. Seed Selection and Quantity Select a seed mixture appropriate to the intended use and soil conditions from Figure PS-2 and Figure PS-3 in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition or use mixture recommended by the NRCS. Seedbed Preparation Apply topsoil, if necessary, in accordance with the Topsoiling measure which is in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. Apply ground limestone and fertilizer according to soil test recommendations (such as those offered by the University of Connecticut Soil Testing Laboratory or other reliable source). Where soil testing is not feasible on small or variable sites, or where timing is critical, fertilizer may be applied at the rate of 300 pounds per acre or 7.5 pounds per 1,000 square feet of 10-10-10 or equivalent and limestone at 4 tons per acre or 200 pounds per 1,000 square feet. Work lime and fertilizer into the soil to a depth of 3 to 4 inches with a disc or other suitable equipment. Inspect seedbed just before seeding. If the soil is compacted, crusted or hardened, scarify the area prior to seeding. Seed Application Apply selected seed at rates provided in Figure PS-3 (in the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition) uniformly by hand, cyclone seeder, drill, cultipacker type seeder or hydroseeder (slurry including seed, fertilizer). Normal seeding depth is from 0.25 to 0.5 inch. AnOf Increase seeding raies byI /o when hydroseeaing or Trost cracK seeding. Seed warm season grasses during the spring period only. Mulching See guidelines in the Mulch For Seed measures. MAINTENANCE inspect temporary soil protection area at least once a week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch or greater during the first growing season. Where seed has been moved or where soil erosion has occurred, determine the cause of the failure and repair as needed. SOIL ERSOION & SEDIMENT CONTROL NOTES 1. All soil erosion and sediment control work shall be done in strict accordance with the Connecticut Guidelines For Soil Erosion and Sediment Control latest edition. 2. Any additional erosion/sediment control deemed necessary by town staff during construction, shall be installed by the developer. In addition, the developer shall be responsible for the repair/replacement and/or maintenance of all erosion control measures until all disturbed areas are stabilized to the satisfaction of the town staff. 3. The contractor shall notify the town engineer at the beginning and the end of each step of the construction procedure and shall not proceed with the next step until the town engineer has inspected the work. 4. All soil erosion and sediment control operations shall be in place prior to any grading operations and installation of proposed structures or utilities and shall be left in place until construction is completed and/or area is stabilized. 5. All entrances to the project site are to be protected by construction entrance (CE) pads, conforming to the Connecticut Guidelines For Erosion and Sediment Control latest edition. Stone shall conform to Ct. D.O.T. Form 814A, latest edition, M.01.01 No. 4 stone. The CE pad is to be maintained at all times during the construction period. 6. In all areas, removal of trees, bushes and other vegetation as well as disturbance of the soil is to be kept to an absolute minimum while allowing proper development of the site. During construction, expose as small an area of soil as possible for as short a time as possible. 7. All fill areas shall be compacted sufficiently for their intended purpose and as required to reduce slipping, erosion or excess saturation. Fill intended to support buildings, structures, conduits, etc., shall be compacted in accordance with local requirements or codes. 8. Topsoil is to be stripped and stockpiled in amounts necessary to complete finished grading of all exposed areas requiring topsoil. The stockpiled topsoil is to be located as designated on the plans and ringed with hay bale barrier or geotextile silt fence. The stockpiled topsoil shall be temporarily seeded if it is to remain more than 30 days.Topsoil shall not be placed while in a frozen or muddy condition, when the subgrade is excessively wet, or in a condition that may otherwise be detrimental to proper grading or proposed sodding or seeding. 9. There is to be no stockpiling of soil within a ten foot limit of adjoining properties. Any and all fill material is to be free of brush, rubbish, timber, logs vegetative matter and stumps in amounts that will be detrimental to constructing stable fills. Maximum side slopes of exposed surfaces of earth to be 3:1 or as otherwise specified by local authorities. PROJECT: Lot 13 Sandra Drive LOCATION. South Vindsor, CT PROJECT DESCRIPTION. Construction of a 9,180 sf building with associated parking and utilities. PARCEL AREA: 1.69 acres RESPONSIBLE PERSONNEL: Dan Etienne 289-8512 EROSION AND SEDIMENT CONTROL PLAN PREPARER: J.R. Russo & Associates CHECKLIST: Work Description Erosion & Sediment Control Measures Location Date Installed Initials Date Removed Initials Install haybales and As shown on silt fence. plan. Install construction As shown on exit pad. plan. MAINTENANCE OF MEASURES: Location Description or Number Date Initials Project Dates: Date of groundbreaking for project: Date of final stabilization: NARRATIVE This project is located on the north side of Sandra Drive approxiamtely 300' north of the intersection with Kimberly Drive in South Windsor, Connecticut. The proposed activity is the construction of a 9,180 S.T. building with associated parking and utilities. The suggested schedule of construction is as follows: 1. Install construction exit pad and silt fence. 2. Clear and grub. 3. Strip topsoil and remove from site. 4. Rough grade site. 5. Excavate and install building foundation. Begin construction of building. 6. Install drainage and utilities as shown on the plans. 7. Complete grading of pavement areas, pave binder course. 8. Fine grade remaining disturbed areas and establish vegetation. Plant landscaping vegetation, mulch and fertilize. 9. Pave surface course of pavement, apply line striping and install signage. 10. Remove silt fence after permanent vegetation has been established. Construction of this site is anticipated to begin after the approval of these plans. The developer shall be responsible for the repair/replacement/maintenance of all erosion control measures until all disturbed areas are stabilized to the satisfaction of the town staff. Sediment deposits should be periodically removed from the upstream sides of Sediment Barriers. This material is to be spread and stabilized in areas not subject to erosion, or to be used in areas which are not to be paved or built on. Sediment Barriers are to be replaced as necessary to provide proper filtering action. Sediment Barriers are to remain in place and be maintained to insure efficient siltation control until all areas above the erosion checks are stabilized and vegetation has been established. I Soil Erosion & Sediment Control Notes I L o t 13, # 6 Sandra Drive South Windsor, Connecticut Apolican t Daniels Electric, Inc. 26 Sea Pave Road South Windsor, CT 06074 (860) 289--8512 J.R. RUSSO & ASSOCIATES Land Surveyors 8c Professional Engineers �nitnrau�� 1r ,01, CONIVF 1 SHOHAM ROAD ;'o'✓ Aso :G� = = EAST WINDSOR, CONNECiiCUT 06088 (860) 623-0569 • No. w ' FAX: (860) 623-2485 vil048 tv ����• N �je`� BY SCALE DATE SHEET CHECKED NO. TA NO SCALE 4-06-04 5 of 7 JRR 2004-007 ANGLE 10' UPSLOPE FILTER FOR STABILITY AND FABRIC i SELF CLEANING. FLOW BOTTOM OF DRAINAGEWAY I I 1 I I 3 I 1 O i I � I I 1 I I I I 1 I 1 i I I PLAN VIEW w 0 BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. COMPACTED BACKFILL— LLLLLL B B LLLLL A LLLLLLLL LLLLLLL LLLLLL LLLLLLLLL LLLL LL LLLL LLLLLLLLL LLLL L LLLLLLLLL LL POINTS "A" SHOULD BE HIGHER THAN POINT "B" ELEVATION SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT SEDIMENTA TION BARRIER (SIL T FENCE) DETAIL NOT TO SCALE Stone On Filter Fabric )4�. Marafi 140(N), Thick Min. r� ANTI -TRACKING EXIT PAD DETAIL (CE) CONTRACTOR TO DETERMINE CURRENT WORDING FOR HANDICAP SIGN WHEN CONSTRUCTION TAKES PLACE. INTERNATIONAL SYMBOL OF ACCESSIBILITY ALL LETTERS TO BE HELVETICA MEDIUM (SIZE & PROPORTION TO MEET ANSI —117.1 SFC_ 42R FASTEN SIGN TO POST WITH STAINLESS STEEL TAMPFRPRnnF SCRFWS 6" G� CONCRETE BUMPER BL 0 CK DE TA lL NOT TO SCALE Reflective Paint T YPiCAL HANDICAP SYMBOL 1 1/2" BIT. CONCRETE CLASS If (CT —DOT M.04) 1 1/2" BIT. CONCRETE CLASS I (CT —DOT M.04) 4" PROCESSED AGGREGATE BASE (CT —DOT M.05.01) 12" GRANULAR BASE (CT -DOT M.02.03) COMPACTED SUBGRADE BITUMINOUS CONCRETE PAVEMENT SECTION NOT TO SCALE FINISH GRADE GENERAL NOTE REGARDING DETAILS: ALL MATERIALS SHALL CONFORM TO CT DOT FORM 814, LATEST EDITION, UNLESS OTHERWISE NOTED. 5" THICK NOTE: TRANSVERSE FALSE JOINTS AT 5' INTERVALS, NO LONGITUDINAL JOINTS 15' MAX. FINISHED GRADE SLOPE VARIES 18" DRAIN BASIN BY HANCOR OR EQUALINSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR H-20 LOADING PREMOULDED BITIMINOUS EXPANSION JOINT FILLER W/ SEALANT �X i L 8" MIN. GRAVEL OR L » 6 x6 xwi.4xw1.4 CRUSHED STONE REINFORCING MESH AT MID DEPTH NOTE: EXPANSION JOINTS TO BE PLACED BETWEEN ADJACENT SLABS, AT BUILDING LINE, AT CURBS, OR AT PENETRATING STRUCTURES. TYPICAL SIDEWALK DETAIL NOT TO SCALE STANDARD H-20 RATED HEAVY DUTY 18" CAST IRON GRATE .i ' _ .i- —.1' CONCRETE SLAB PROVIDE 12" ADAPTERS FROM PVC TO HANCOR F477 cD BACKFILL MATERIAL SHALL BE CRUSHED STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED IN ASTM D2321. BACKFILL MATERIAL SHALL BE PLACED UNIFORMLY IN 12" LIFTS AND COMPACTED. PVC YARD DRAIN DETAIL N.T.S. Details 13, #6 Sandra Drive South Windsor, Connecticut Applican t Daniels Electric, Inc. 26 Sea Pave Road South Windsor, CT 06074 (860) 289-8512 J.R. RUSSO & ASSOCIATES Land Surveyors & Pr)fessional Engineers 1 %10HAM ROAD EAST WINDSOF, CONNEUCUT 06088 (86C) 623-0569 FAX: (160) 623-2485 SHEET CHECKED NO. f-06-04 6 of 7 JRR 1 2004-007 PA DEMENT/TOPSOIL Q 4 , tlq , I a I � e n 1 MIN. q < < R" MIN d O.D. 1' PIPE 1' TYPICAL SECTION APPROVED GRANULAR NON - ORGANIC BACKFILL MATER/AL PLACED AND COMPACTED IN ONE FOOT (i) (MAX.) LIFTS: WARNING TAPE PER CONN. GENERAL STATUTE SEC77ON 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE FIL7ER FABRIC (SEE N07F) 1 ' MIN. PIPE, AS SPECIFIED r ' SAND BLANKET 3/4" BROKEN 7RAPROCK 6" MIN. NO7E:- rAIcrer r nr n v crnnc wuca.c A1C-ncccnav 1 • - Ir1LL 1_2 J 1 J ♦II IL I-- JJ,', 111. 2. F70ER FABRIC SHALL BE NONWOVEN CLASS 2, W1774 PERMI T77W TY OF 0.5 TO 0.1 SEC-1 AND ADS OF 0.43 mm TO 0.22 mm AND SHALL MEET AASHTO M288-96. GENERAL NOTE REGARDING DETAILS: ALL MATERIALS SHALL CONFORM TO CT DOT FORM 814, LATEST EDITION, UNLESS OTHERWISE NOTED. c:. SAND BLANKET FIL 7ER FABRIC . (SEE N07E) ° s PIPE, AS SPECIFIED 3/4" BROKEN 7RAPROCK q v O.D. 1' PIPE 1' PIPE - IN GROUND WATER T YPI CAL SANI TAR Y LATERAL TRENCH SECTION EXISTING PAVEMENT a a. a a a . 12' J L12'J MIN. TRENCH MIN• WIDTH VARIES --I SEE F-- TYPICAL TRENCH SECTION SECTI❑N NOT TO SCALE AV 1T AND SEAL JOINT WITH TACK COAT M 04.01 1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMINOUS —CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) M 04 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS CONCRETE BINDER COURSE (❑R MATCH EXISTING, IF GREATER) M 04 6' (COMPACTED) PROCESSED TRAPR❑CK BASE.- M 05,01. 6' (COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (TRENCH BACK FILL) M•02- GRADE, B (OR PROCESSED TRAPROCK) NL'TES 1. ALL SAW CUT AND SEALED JOINTS TD BE EITHER PARALLEL WITH, OR PERPE`d- DmC '5 TO, THE CEN' ERLINE' OF THE PIPE. c. ALL MATERIALS ARE "i'❑ MEET FORM FSt4A, AS AMENDED PERMANENT ROADWA Y PA TCH NOT TO SCALE DEPTH TO INVERT I I.D.+2' I 12" MIN. 12" X I r12 C O C C��C '0r`)00O PROPOSED GRADE PAVEMENT SEC77ON OR '"—LANDSCAPING (SEE PLANS) APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERMSE APPROVED) NO STONE LARGER THAN 3" WARNING TAPE MIN. 12" MAX. 24" ABOVE PIPE SAND BEDDING PLACED AND COMPACTED IN 6" LAYERS MATERIAL SHALL MEET CT -DOT M2.06-GRADING C BACKFILL TO SPRINGLINE OF PIPE WITH 3/4" CRUSHED STONE (CT -DOT M.02.01) STORM DRAIN TRENCH DETAIL NOT TO SCALE FRAME & GRATE TOP OF GRADE GRADE ADJUSTERS • a, •d' ° HANDLE FOR 4'0 PVC PIPE REMOVABLE MIN. 15'HIGH MAEAND TEE ,14"CAP -• STORMCEP' \TETRA GUARD INSERT SEE NOTE 2-1 F."O PVC PIPE CLEANOUT/VENT PIPE "0 OUTLET RISER PIPE ° 611, INLET 1 44 INLET 4"0 OUTLE ° nM oUILFT DOWN PIPE RISER PIPE xt IF <REMOVABLE) NEEDED —I INSERT DOME AND TEE HERE (TEE OPENINGS TO FACE SIDE WALLS) SECTION THRU CHAMBER SECTION THRU PLAN VIEW NOTE : 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE APPLICABLE. 2. THE COVER SHOULD BE POSITIONED OVER THE 4"0 CLEANOUT/VFNr PIPE AND THE 4' 0 INLET DOWN PIPE. 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OF THE FOLLOWING U.SPATENTS: 14985148, 15498331, i 15725760, #5753115, 5849181, #6068765, #6371690. STORMCEPTOR MODEL STC 4501 NOT TO SCALE PRE CAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH CONC. BLOCKS OR BRICKS, 6" TO 12" ALL JOINTS TO BE POINTED FLUSH & FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNITS PRE CAST SUMP OR SLAB (OR EQUAL) 3500 PSI 6" OF 3/4" CRUSHED STONE FRONT ELEVATION SIDE ELEVATION DOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 1'-6". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE TYPE "CL " CATCH BASIN NOT TO SCALE .2" VENT PIPE MOUNTED ON EDGE OF BLDG. MIN. 8' HIGH FINISHED GRADE STANDARD FRAME & COVER 77 5 1 1 BRICK LEVELING 8" 12" MIN. COURSE (TY.P.) j j 6" MI COVER 6" DIA. STATIC WATER LEVEL INLET 6" DIA. OUTLET SCH. SCH. 80 PVC Varies 80 PVC SS PIPE EXTERIOR PROTECTIVE INTERIOR 42" MIN. SUPPORT COATING PROTECTIVE STRAP COATING —� 6" - 12" 6" Min. 6" Min. 1 rushed Stone Cor Cruse SECTION NOTES: All joints & pipe penetrations to be made watertight with non -shrink waterproof grout. No structural joints shall be allowed below inlet & outlet elevations. Provide 24 hour detention time. Minimum 1000 gallon capacity tank OIL/SAND SEPARA TOR DETAIL NOT TO SCALE "NEENAH" R-7506 SERIES — FLOOR BOX FRAME AND LID, OR EQUAL W/S.S. CAP SCREW LID CLOSURE CLASS "B" CONCRETE BIT. CONCRETE PAVEMENT — CLEAN-OUTW/ SCREW -IN PLUG CONC 24" SQUARE IO" 6' j00 0 000 t000 __o0 DIREC77ON OF FLOW I 'T-WYE' IN -LINE OR -J 45' ELBOW AT END OF LINE DEGREE BEND 4" BROKEN 7RAPROCK 'DER BEND SANITARY CLEAN -OUT DETAIL NOT TO SCALE 6" MIN. ELAST❑MERIC MANHOLE C❑UPLING (TYP) 4 al BRICK DAM -� 6" AIN, FACE urn — — �— REVERSE "Y" MANHOLE WALL 6 MIN, 30 OR 45 DEGREES h A ' VAPTC-<, C❑M:DACTED EARTH (SUITABLE MATERIAL) -LB[1W �uNCRETE ELEVATION SECTION NOTE: PRECAST OUTSIDE DROPS MAY BE ACCEPTABLE UPON APPROVAL OF TOWN ENGINEER. n/ ITCI nIC 1)0n0 M A AIL!/lI C t`/)A/AIC'/` TI /1 AI UV / 01 LJL_ LJ« VI I -If1I VI7 i/L,L L' VI V/VC L I I V/V NOT TO SCALE TAKE CL MANHOLE SLEEVE ELASTOMERIC MANHOLE COUPLING Details Lot 13, # 6 Sandra Drive South Windsor, Connecticut Applican t Daniels Electric, Inc. 26 Sea Pave Goad South Windsor, CT 06074 (860) 289--8512 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers . ..>.,;.:.:... 1 EHOHAM ROAD EAST WINDSOR, CONNECIICUT 06088 (86 0) 623-0569 FAX: (860) 623-2485 BY SCALE DATE SHEET ICHECKED NO. TA AS SHOWN I 4-06-04 7 of 7 1 JRR 2004-007 .SITS' PLAN OF PROPOSED ADDITIONS" & MODIFICATIONS 6�� ��LINGTON �o�.� ,S'OU7'�I (ROUTE yYIN1�S'OR, MARCH, q Q r d� QUgRRY q � IDv=J BROOK NOR TNVI Ew ���P `�' SYCAMORE 0 AARK��F� � ti DR1�F A Z - - ��jGF C FASANT � ti ,3 =O Z�v��� ROAB ASI7 7 J -DAWN = q� DR I VF U b Oz CA"F v J QGF�, 0-1 ROAD � ZOC,17-ON ILIAP SNOT TO SC,9LEJ 30� C0.111N�'CTICU7' 2v,i 004 1 2 3 4 4A 5 6 7 B SHEET INDEX TITLE SHEET KEY HAP .f ZONING INFORMATION & APPROVALS EXISTING SITE CONDITIONS 1-40 S(ALEJ GENERAL LOCATION PLAN 40 SCALE PROPOSED LAYOUT PLAN 30 SCALE IMPROVEMENT LOCATION PLAN 1-20 SCALEJ LA-lVDSCAPE PLAN CONSTRUCTION NOTES & DETAILS EROSION & SEDIMENTATION CONTROL PLAN PROPERTY OfFIVER & APPLICANT- THE ST. FRANCIS OF ASSISI CHURCH CORPORATION OF SOUTH 0TVPSOR, CONNE'CTICUT 673 E'LLINGTON ROAD SOUTH IYINDSOR, CT. 06082 .TELEPHONE: (860) 528-8288 F/LE = 04-016ATS-SHT1. P/P lno7, tib. 04-019 PG4N No. 04-0164 IfZ'Y h9p SCALE 1 "20O' ZONING DATA ZONE: RR [RURAL RESIDENTIAL ZONE] ITEM REQUIRED/PERMITTED PROVIDED LOT AREA 40,000 SQUARE FEET 15.57f ACRES [0,918 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 TOTAL PROPOSED [50% MAXIMUM FOR IMPERVIOUS AREA ON RELIGIOUS USE] 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 199 SPACES (INCLUDING 597 SEATS -t- 3=199 SPACES 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 �- Y , "c 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 �Y`�°au c cp•' TELEPHONE i8601 644-2511 January 7,2005 Messier & Associates, Inc. 288 Main St. Manchester, CT HMO Attn: Ray Nelson, Jr. RE: St. Francis of Assisi Church 673 Ellington Rd. South Windsor, CT Dear Mr. Nelson: The South Windsor Water Pollution Control Authority, at its regular meeting of 3anuary 4, 2005, gave approval for the connection to the Town's sewerage system of a building located at 673 Ellington Road, South Windsor, CT, as more specifically shown on plans entitled " St. Francis of Assisi Church — General Location. Plan .prepared by Mtssier & Associates, Inc., Project No. 01-019, Plan No. 04.016A, dated 03- 04, with revisions • dated 4-26.04, 5-1 i•04, 5-26-04, 6-18-04, 12- I tJ-04, 1-04-OS and subject to the following conditions: 1. Proper permit must be obtained from the State for the grease separator and all requirements by the State and Town must be met. 2. Technical approval ofthe Town Engineering Department. 3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the -sewer line has been installed and inspected by the 'town staff, and based upon the written verification ofthe Town staff that -said sanitary sewer line was installed in substantial conrormance ;with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. 'this approval letter must be superimposed on the final approval plans. Very truly yours, r; f JAXeId; J. C.arino, Chairman Water Pollution Control Authority JC:dd Cc: Matthew Gafligan, Town Manager Michael J. Gantiok. Director of Public Works Jeff Doolittle, Town Engineer Marcia Basch. Director of Planning Chris Dougan, Chief Building Inspector .> Francis of Assisi Church c � 1540 SULIJVAN AVENUE . SOU'ITI W NDSOR. Cr 03074 .. TELEPHONE (8604 644.2511 CLICHFIE D MAIL June 22, 2W. 4 St Francis of Assisi Church Corp. 60732 nna:......... n--A u r .� i:aaa�tjyauxt stivuu South %Windsor, CT 06074 RE: Appl. 104-36W, St Francis of Assisi Church, 673 Illington Road, RR -- Rural Residential Zone Dear Mr. Bret Bowen: The Inland Wetlands Agency/Conservation. Commission, through staff has approved minimum impact application #44-36%1- St Francis of Assisi Church, 673 Ellington Road. Inland Wetland/Conservation Commission minimal impact application for the construction ofahurch buildings and alteration of the parking lot within the upland review ,area (Assessor's Map 923, parcels 443, 44, 49. This approval is subject to the following conditions: t. The application shall indemnify and hold harmless the Town of South Windsor against atty Iiability, which inight result front the proposed operation or use. 2. The permit is valid for five years and shall expire on Jan. c 22 2001), It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 3. All additional approvals required must be obtained anti submitted prior to arty aelivity on the site. 4. The applicant shall cause notice of the decision to be published in a daily newspaper having a ixeneral circulation in the Town. The notice must he published within ten(10) days ofthe receipt of the decision. The applicant must notify the Planning office of the elate of publication and fax or mail a copy of the published legal notice. Appeal of this decision may bra bruuglil. to the Agency within fifteen (15) clays after the publication date ofthe notice. Very truly yours, r % _M/T- 'l ey if, nkger, I::nvinrnmental Planner INLAND WETLANDS AGENCY! CONSERVATION COMMISSION CC: Inland Wettand/ComervationC;ommission Director of Planning Chief Building Official •�W -ttr IV4n SULUVAN AVENUE • SOUTH WINDSOR. CT OeG74 \sax .: j i'ELE.PHONE (R.SOI 644-n.613. CERTIFIED MAIL ;tune 30, 20N Reverend Jeremiah Murasso, Ph.D. Saint Francis of Assisi Church 673 Ellington Road South Windsor, CT 06074 Re: Appl #04-36P, Saint Francis of Assisi Church Dear Reverend Murasso: We are pleased to advise you 'that the Planning & Zoning Cormission crated on June 22, 2004 to approve with modifications the above referenced application for a Site Plan of Development. This 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 18. 2004, as revised. 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 myltus have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agenoy/Conservation Commission. 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the ;Coning Regulations. S. Footing drains are required if the building has a basement. C>. A landscape bond in the atnount of S is required and must be submitted prior to filing of mylars. 7. All plans used in the field by the developer must bear the stamp and authorised signature of the flown of South Windsor. 8. '11is approval does not corxstintte approval of the sanitary sewer, which oat 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 the certificate has been issued (per CGS § 14-311). 10. The building street number must be included on the final plan. 11. Pavement markings most be maintained in good condition throughout the site drives mud parking areas. 12, Engineering commenft dated 6/ 12104 must be addressed to the Town Engineer's satisfaction. 13. Bituminous sidecvalk to be "Waded out to Long Hill Road Black and white transparent mylars of Sheet 94 with the above modifications, together with three blueprint copies of the entire set of plaits 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 mylars. After the mylars have been signed by the Commission, they will be returned to you for fling in the Office of the Town Clerk. Afirr filing these plans, a copy ofthe receipt must be submitted to the Planning Department. Sincerely, �� yd"� Timothy H. Wentzell, Chairman Planning and Zoning Commission THW7kak cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire lvlarshal Bret Bowin, L'Arc Architects COPYRIGHT © 2004 MESS/ER & ASSOCIATES, /NC. SURVEYORS — ENGINEERS THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER/ SURVEYOR AND /AVE BEEN PREPARED SPEC'IF/CALLY FOR THE OWNER FCW THIS PRCIAECT AT THIS SITE; AND ARE NOT TO BE USED FCR ANY OTHER PURROSE, LOCAT/ON, OR OWNER WTHOUT W177EN CONSENT OF THE ENGINEER/ SURVEYOR. NO DECLARATION IS EXPRESSED OR /MPL/ED UNLESS THIS PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR AND/OR PROFESS/ON41 ENGINEER WHOSE SIOAAAIRE APPEARS HEREON. .4R//TT17)Rq /VV/ /V OCAML Z ABUTT/NG PROPERTY 04YNERS LIST PROPERTY NUMBER PROPERTY OWNERS NAME & MAILING A00RE55' PROPERTY NUMBER PROPERTY OWNERS NAME & MA/LING ADDRESS 24-159 PAUL G. & 9"84R4 S. KUEHN 23-48-24 RUSSELL L. & bW8ARA ✓. BURNHAM P, 0. BOX I IM 647 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 r•F- 160 N.ANCE S. & ✓E A(= LARIKERE 23-47 SAR84RA ✓. BURNHAM 718 PLEASANT VALLEY ROAD 647 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 24-158 JEAN S. BURNHAM 23-46 RUSSELL L. do SARSARA ✓. BURNHAM ,J84 LONG HILL ROAD 647 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074 24-157 PAUL ✓. BURNHAM 23-45 RUSSELL L. & 9AR84RA ✓. BURNHAM 376 LONG HILL ROAD 647 ELLINGTON ROAD SOUTH WINDSOR 06074 SOUTH WIMOSOR, CT 06074 24-156 TRIPLE K, LLC 23-58 DOUGLAS A. ROTHHEELL der DIANE B, 366 LONG HILL ROAD ROTHWELL, TRUSTEES SOUTH WINDSOR, CT 06074 620 ELLINGTON ROAD SOUTH W/NDSOR, Cr 06074 24-149 10SEPH DESLAURIERS 106 FRANCIS AVFNUE 23-59 JEAN AWC ✓ACOUES HARTFORD, CT 626 ELLINGTON ROAD SOUTH W/NOSOR Cr 06074 24-148 MICHELLE ✓, GERACE 356 LONG HILL ROAD 23-60 EMILY W. ANDREWS SOUTH WINDSOR, CT 06074 642 ELLIAMON ROAD SOUTH WINOSOR, CT 06074 24-147 ✓OSEPH A. & EL41NE D. I(MIS 346 LONG HILL ROAD 23-77 ✓6AN MARC ✓ACOUES SOUTH WINDSOR, Cr 06074 626 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 24-146 CLIFFORD T. & SHIRLEY BRIM Y 559 DART HILL ROAD 23-78 AUGUST ✓. & GRACE G. SYCZ VERNM CT 06066 668 ELLINGrON ROAD SOUTH WINDSOR, CT 06074 15-1 STEPHEN & KAREN CASTLE 320 LONG HILL ROAD 23-79 OLAF ,i: der MARG4RET E. TONNESSEN SOUTH WINDSOR, CT 06074 674 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 15-2 KAREN W, KRAWFSKY MO LONG HILL ROAD 23-80 LINOA L, der 04RLOS RODRIGUEZ SOUTH WINDSOR, CT 06074 682 ELLINGTON ROAD SOUTH WINDSOR, Cr 06074 14-69 ROGER M. & EILEEN K. BOISSEAU 293 LONG HILL ROAD 23-81 SOUTHLAND EMPLOYEES TRUST SOUTH WINDSOR, Cr 06074 AV TX DEPT /11484 2711 NORTH HASKELL AVENUE 23-50 TOWN OF SOUTH WINDSOR DALLAS, TX 75204 1540 SULLIVAN AVENUE SOUTH WINDSOR, Cr 06074 23-42 FRANK N, CAVALIERE 185J ELLINGTON ROAD SOUTH WIMOSOR, CT 06074 PROPERTY NEVER & APPLICANT - THE ST. FRANCIS OF ASSISI CHURCH SOUTH IYINDSOR, CONNECTICUT 673 ELLINCTON ROAD ,MOUTH IYINDSOR, CT. 06082 TELEPHONE.- (860) 528-8288 MESSIER & ASSOCIATES, Inc. V "I SURVEYORS - ENGINEERS MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1171 PLANNING - SURVEY - DESIGN - CONSTRUCTION 1 KEY MAP, ZONING INFORMATION AND APPROVALS" PREPARED FOR. - ST. FRANCIS OF ASSISI CHURCH 673 ELL/NC ' N IFOAO SOU71-1 0Y/NOSOI>; CDNNEC77CUT CORPORATION OF 1 06— le-04 ADD RECTORY PAI I( NO & G'FA S 2 12-10-04 ADD AR101'F004Z LE7TERS,' RZ-WSE ZONING' DATA TABLES 3 02-0e-0.6 ADD WR0,4 APPROIiAL LE7TER,• UPDATE TABLES ES FILE = 04-016AKM—SHT2.0M T OS O4 4S NOTEDMLN MLN RFN o, 09�04-0>fsAR WATER WATER MANHOLE MANHOLE .F.=78..96 T.F.=78.8B sNEr SANT'QY Py a E !�\P�`� �� 10 rr STREET WATE/3� SIGN MANHOLE S I /` /► �% UTILITY T. F. = 79. 16 BOX /NV 7,5 POLE N '-53'-21" 70,,1f r 1fNG CATCH TP,o y 80 53.73' r,F 7746 `SAN;;*1v I S 70 PA'� 5 RK/NG" SN ;� 1W. 73.76 Z'LC/i� o 16W 19 E 1 f / 912 _ �D S 78• ATER 26 6 MANHOLE +/1 MAPLE 254. 1 3 24 " E _ P\C\ T.F.=60.22 UT/L/TY { SNET G\0\e/ BOX ONP O Ni CHO/ IIARY I 24" MAPLE 913 O OCONCRETE AO / 19" SN A/L� / MAPLE 2 8 p \ I I 84 7p `Z` FINE / MAPLE12 = I v iV0 16YV NG" UTIL ^ \ `� ,p P/NE �O \�O I Q W i TELEPNON/E I �I SWIrARY MWHOYE (BURIED) = co 0) GN I 10 INK= 79,81 (N) Q ro I 1 `SIGN 112" CONPARETE 221" � WN ` ,_' INK= 79.51 (OUT) 'LAAREA'-` N 86 2Nf7 PINE\ 9" IT) / l M�LE V) 17' I / G O \ \ • � \ T XPINE MAPLE UARD f8 \ \ \ ` GN - \� ` MAPLE T�.YPO1PlX PJPO✓d'CT R41L �� � PPNC RX 24" - \ \ TOP a) G. N.IIL MAPLE 1 12 \ \ �Z�'Y.lTIO� 86.69 R FINEB \MAPLE WF W,F, 5A 24- RE7A/N/NG `� 9" 1 •/• ' MAPLE 90 / WWL OH. GRASS LINE I F of HURCl�STEP �� Ili 32" B� iV0 PARK/NC» / UTIL/ - / " ' p E 6A PLE• ` 24" N/F MAPLE •• y I THE SAINT FRANCIS' OF �2 20 BOX (7YP.) iV0 PARK/NG" s " 9 1P/NET ,3A W. F. q�s S/GN.- ::::,-:; 7A ASSISI CHURCh� 92 ° �L/CHT/NG : � /NE RETAIN/AVOO „� WALL 9 ' CORPORATION OF SOUTH ALE WOOD RAIL IP//4 L0 MAIL _ 1. SEE �� O 22" i FENCE / 1 I I BOX (Tr .) MAPLE I ' I 2" WINDSOR CONNEC77CUT � OWER/ ENTRY ROL 175 \ °i/ I f2'i •WL I 1A I,/ ASSESSORS MAP 23 SII/G // 941 / UNITS P/N 1 • ' • SNET 2 5--- /STATU 21 " 1 I T 1 IW.F. 2 8A • ,/,/ /n 24" o 24 4 r AREAWAY MAPLE 1 1 • S4N/TARY MWHOLE (BUR/ED) W F LOTS 43 4 & 4, MAPLE �/L �10 THRU" COr1L"RE7E 1 U7/L/7Y 1 >a4FAC COhC(LRY ` L L rah � 27" - � ) 9A Igo% 686 / Pg. 80 I N 94 _-- (TYP.) /// SIGN G 0- ,c. ZXSANG / 1 M LE i �F INK= 76.19 (OUT ae s - F, � �< F1rYE STONE & BR/CKR /2-6 2 `� 80 TOTAL PROPERTY AREA — \ '�PL S CHURCH I ROL /SPRUCE \ ,11, W, F, �O SIGN °< '� � MAPLE L/CHT / /�' Ol/£RHEAG 1NY= 1 POLE AREAWAY OL 170 NOT / 1 • ¢ AIL, Ali, . Q ;P� EXISTING ��o UT/L/IY 527 "� IWO G4LLON OIL ' NTER" S/ l / ---_� = 15 57.f ACRES,� p p� CONCRETE UNDD7GROUND F/L 1 / _ _ _ ZONE•- RR 24 " •, WATER 7 SERVICES f .: `.^ ' ;'�� . /APLE\l WALK FUEL OIL - - - W. F MAPLE UTIL, I M N/TOR/ 71 1 _ • T• SERVICE aN p'S /° C 1 UTIL. UTIL• S7 RAGE TANK ELL PINE 1 D �yF WF. 3 ___ all, AID, 10 LANDSCAPED '~ \ l CYL 10" / — C.H.D \�' P5 REA .:'�i•` " .\ 's UTiL• 57FPS c4 SPIGOT � K P/NE / SHE \ ,� . Q MON. \2/ + ' .STING l LAND/NG ` ji /N►✓ / ` _ _ T / I ` \ L/M/T OF F/ELD �l 20" • \ �VERHEAD l PANE / 85 76 \ 14 " — \ MAPLE RVrcE� L /MPSTER Jr. T K \ / 30" 17" -� qP _ - \ W F, DETERMINED CONCRETE �A APL� MAPLE 17 �\ \\• 6 WETLANDS :: ! PANT /rzeiS4N?ARY"WHOLE(BUR/EDJ MAPLEN �r : - $/ =z'. a: LK OL /ir SIC,STATUE OI/A/PSTE�' \ /s r' T.F.=.�7vo PARK/ " \ 1 S,r 6. L/NE '�6 \APR REMAINS 1 i, II. ° :` , I Oy�pll //VK= 79.81 (/N) \ W F SNET S/ EXISTING �'' I f74 /�i' � � Q INK= 79.61 (OUT) 1 7 lT!F 20" 942 ° BROWNSTONES COS I / -47R£ LANE /// /_ $ M!= _ _ Q \ MAPLE ✓ EX/ \ fi4N0/CAP 30::1 /i \ 8f.3B ° - f0" • MONUMENT 24' �. I " 81.98 ` ° MAPLE 79°_ { GARAGE RC ! N OAK 1 / \ \ °° 8" -`�----- MAPLE ---- 82 / 1 Q--------------- /NV= / 20" ------------ C0 0 EXISTING MAPLE I 19"� �/i S \ LEAN 0 ` °' 8 _ 84 81.85Lo ° C. I \ /i F G MAPLE MAPLE MAPLE I ° MAPLE a \ HgNO/ / \ » ° MONUMENT 1 = = I S/GnC�GP \ 2B" `� FIRE 24 '�"�� s� t. , , ` - - - - _ M-1 . 1I 98 i :: '7rSPRUC� 24" .\ SIGN MAPLE \`� 10" __ MAPLE h 00 P\� / HIGHWAY A0 F Ir98 4' C.L. ✓ SHED TIO !�Q 1\ \ \ MAPLE �GELOCATEJ _ MAPLE -86 d I Z LINE / FENCE ` FOUNDAT/ON) — � — \ RUSSELL L. & Q4RQ4RA OSW LEE HANOKAP \ ,� _ \`� 24" �R HIGHWAY ` CLUSTER OF 2> " SIGN MAPLE �24" ~ ALE NQz sNEr L/NE I/. 81IRNHAM / MAPLES O APLE 2„ HAND/CAP `� �� c M PLE MAPLE `FJ - 24"/ -� a 20" \� 2JIJ ASSESSORS MAP 23 �� PLES `\ / BITUMINOUS /T,gpy 7W/N 16" Q) �¢ ,AMPLE 11 Z MAPLE i 20. / ASSESSORS L OT 45 CON A/.Y A4PLES -VMA� � SA�iY� CURB/NG )•,c� CRETE• � LAMP MAPLE AMPLE \` " IX/STTNG YARD OR1/N I / ^APPROX/ E ` V. 15\ f69 /N[!o?7 PoLE AMPLE 157/Pg. 2y T.F,=98.1 \ 4)p LIMIT \`�\ f5 AMPLE \`" ow=88 1 f (6" PVC /N) p GRAS dr 9' AMPLE 17" � 24" IAV.=87.91 (12" ROO OUT) Z p MOSS AREA AMPLE OAK 1 8" �� 68 \ S�MAMPLE 98 \ OAK 'N EXIS77NG 'ENE LAME NO 88 PALED N F \ \ _ \\\ \` `tLel iv'` \ \ \ PARK/NG" PAIKED PAVEMENT LEAKGKF \ > 24" ��. 35 734 M4RK/NGS STORM a / \\ MAPLE `•� HOLE EX/ST/r4G ` f RUSSELL L. & 84RBARA J. MAPL ,2-13., 03 �NE F.=87.89 Vi v BURNHAM MAPLES 02 EDGE OF MOW \` \\� "1\4 .\ 70 69 PAVEMENT 7WE CL ASSESSORS MAP 23 1a� 1 DITCH 84S/N p��1-.MMENT7TKJN o ASSESSORS LOT 46 Vol 157 / Pg. 26 • A:) per ' �- w000f-0 10098 \ 1 NIF`\ \ RUSSELL L. & 84RB4RA J. WF . xrsTING \ BURNHAM 69 1CONCRE E ASSESSORS MAP 23 Mo/vuM NT `\ ASSESSORS LOT 47 /M/T OF FIELD DETERMINED 102------ ETLANOS \ 1 59 • 80, yyET ARFi1 11,102 ` 0098 W.F� 48 W.F. .3B W.F. • I *CLASS A-2 REFERS TO THAT PORTION OF 2,9 THE PROPERTY DEPICTED HEREON ONLY. I TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP /S SUBSTANT, UY CORRECT AS NOTED HEREON. W.F.. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECT/CUT STATE AGENCIES >B SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE 'STANDARDS FOR SURVEYS AND MAPS /N THE STATE OF CONNECT/CUT" AS ADOPTED BY THE CONNECT/CUT AS50014710N OF LAND SURVEYORS; INC ON SEPTEMBER 26, 1996, AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2* AND PE/PT/CAL ACCURACY CLASS T-2. TYPE OF SURVEY PROPERTY SURVEY BOUNLARY DETERM/AMT/ON CATEGORY DEPENDENT RESURVEY 6W 04 12056 SU/PU S/G TUBE Q47F LICENSE N41089? EXIST/ EDGE PAVEML GRAPHIC SCALE 0 80 150 40 120 i FET ) \` EDGE OF 86 PA(/EY IrGHT/NG `1 96 LOC477ON OF THE WETLANDS AS SHOWN WERE DETERMINED BY A116H4£L SCHAEFER, CPSS, CERTIFIED SOIL SCIENTIST, aQV/LLE, CONNECT/CUT, AND WERE FIELD LOCArED BY MESS/ER AND ASSOCIATES, INC. / HAVE DELINEATED THE WETLANDS ON THIS PROPERTY /N THE FIELD AND HAVE REVIEWED TH£ W57ZANDS AS SHOWN ON THIS PLAN, AND FIND rmr THEY SUBSTANTIALLY REPRESENT THE ifMANOS AS DEL/NE:4TED IN THE F/ELD. MICHAEL G. SC R CERAF/ED SOIL SC/ENAST STRUCTURE) 24 13" I EXISTING CHURCH SIGN POST SIVET 944 LANOS.':, ISLAND o� eusHEs 24" L 27Pt MAPLE O I 00 1 � LANDSCAPE I /SGAND �t- 0 cn EXIS77M7 SPEED LIMIT S16YV COPYRIGHT © 2004 MESS/ER & ASSOCATa INC. SURVEYORS - ENGINEERS ;THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER/ ;SURVF7VR ANO HAVE BEEN PREPARED SPECIFAG.gLY FOR i�HE OWNER FOR TH/S PROJECT AT THIS S/TE, AND ARE IVOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER/ :SURVEYOR, NO DECYAA0?4T/0/V /S EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR AND/OR PROFESSIONAL ENGINEER WHOSE SIGNATURE APPEARS HEREON, 4d w L4964TI6N Ag-p (NOT TO . SCALE% THIS PLAN/MAP WAS PREPARED FOR THE EXPRESS PURPOS. F OF DEP/CT/NG THE EXISTING IMPROVEMENTS ON THE SURIECT PREMISESS, IT IS 84S£O ON LIMITED RECORD RESEARCH, LIMITED FIELD INVESTIGATION, DEEDS, MAPS AND OTHER SOURCES REFERENCE IS MADE TO MAPS ENTITLED.• "PROPERTY SURVEYED FOR THE H4RTFORD ROMAN CATHOLIC DIOCESAN CORP., ELLINGTON ROAD, PLEASANT VALLEY ROAD & LONG HILL R040, SOUTH WINDSOR, CONIC, SCALE- 1 INCH = 40 FEET, DEC. 1941, PETFRSEN AND HO rFAIAN, ENG AS, SUCCESSORS TO SPENCER & WASHBURN, INC. " 'PARKING LOT EXPANSION PLAN PREPARED FOR ST. FRANCI-l' OF ASSISI R. C. CHURCH, LONG HILL ROAD, SOUTH W/NDSOR, CONNECTICUT, DATE- 7/92, SCALE 1 -t 20; SHEET 1 OF 2 SHEETS, REV LrTHROUGHJ 10114192, MESSIER & ASSOCIATES, INC. " "EXISTING LOCATION MAP PREPARED FOR : ST. FRANCIS OF ASSISI ROMAN CATHOLIC CHURCH, ELLINGTON ROAD, SOUTH W/NOSOR, CONNECT/CUT, GATE : 03/04, SCALE 1 40 FT., SHEET 1 OF 1, REV. 04116104, MESSIER & ASSOt Y4TES, INC. " BEARINGS ARE BASED ON A MAGM&FTC READING TAKEN JUL1' 7,1992. THIS PROPERTY IS SUbL ECT TO EASEMENTS; COVENANTS; RL 57RICTIONS AND RIGHTS AS OF RECORD THEY MAY APPEAR, AND TO ANY ALL PREVISIONS' OF ANY ORDINANCE, MUNICIPAL REGULATION OR PUBLIC OR PRIVATE LAN, AS SG CH MAY APPLY. ELEVATIONS ARE BASED ON APPROXIMATE NATIONAL GE00ET, C VERTICAL DATUM OF 1929 (NOVD 29) THIS PROPERTY IS NOT LOCr47E0 IN THE 100-YEAR FLOOD HAZ4RD AREA PER FIRM FOR THE TOWN OF SOUTH WINDSOR, CONNECTICUT, HARTFORD 09UNTY, PANEL 10 OF 11, COMMUNITY -PANEL NUMBER 090036 00100, MAP REVISED.• FEBRUARY 23, 2001, FEAR. THE INLAND WETLANDS LOCATIONS AS DEPICTED HEREON WLR4E RELO DELINEATED BY MICHAEL G° SCHAEFER, CERTIFIED SOIL SCIENTIST. WETLAND FLAGS WERE LOCATED BY FIELD SURVEY BY MESSIER & ASSOCIATES, INC. THE UNDERGROUND UALIAES SHOWN ON THIS PLAN HAVE L EEN LOCATED FROM FIELD SURVEY INFORMATION, ATLAS MAPS AS MAY BE AVAILABLE z EOM MUNICIPALITIES OR UTILITY COMPANIES, AND EXISTING DRAWINGS THE SURVEYOR MAKES NO 49UAR4NTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL S %CH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTI-ER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT L,2CAT/ON INDICATED, ALTHOUGH HE DOES STATF THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYS/CAL' Y LOCATED THE UNDERGROUND UT/LIT/ES EXCEPT TO THE EXTENT THAT THEY ARE VISIBLE AT THE EX/SANG GROUND SURFACE. L EGEN10 O PROPERTY CORNER ■ EXISTING MONUMENT El CHIT BOUNDARY POINT i PROPERTY BOUNDARY ANGLE POINT W, F. 3B • WETLAND FLAG • LIMIT OF FIELD DETERMINED WETLANDS UTILITY POLE m WA TER VAL VE QS SEWER MANHOLE © WA TER MANHOL E RDL 0 ROOF DRAIN LEADER TREES & SHRUBS MESSIER & ASSOCIATES, Inc. f ` SURVEYORS - ENGINEERS MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1 171 PLANNING - SURVEY - DESIGN - CONSTRUCTION EXISTING SITE CONDITIONS PREPARED FOR.• ,S'T" FRANCIS OF ASSISI CHURCH 67J ELLINGTON 11FOA0 SOUTH GYINOSOR, C0NM_07ICU7_ THE L OCA71ONS OF THE EX/STING UNDERGROUND UT/L/T/ES SHOWN ON THIS PLAN ARE BASED ON PHYSICAL EVIDENCE OBTAINED IN THE FIELD AND AVAILABLE MAPPING SY OTHERS, ALL SUCH LOCATIONS ARE APPROXIMATE ONLY AND THE INFORMATION SHOWN MAY BE INCORRECT OR INCOMPLETE. ALL EXISTING CONDITIONS SHALL BE CONFIRMED BY THE EXCAVATOR IN THE FIELD PRIOR TO BEGINNING ANY WORK, THE EXCAVATOR SHALL NOTIFY THE CONNECTICUT 'CALL BEFORE- YOU -DIG " PROGRAM AT 1-800-922-4455 AT LEAST 48 .YRS. PRIOR TO BEGINNING ANY EXCAVATION FOR MARK -OUT OF THE LOCATION OF ALL EXISTING UTILITIES BY THE RESPECTIVE UTILITY COMPANIES PROPERTY OKA ER & APPLICANT.• THE ST. FRANCIS (OF ASSISI CHURCH CORPORATION OF SOUTH NINDSOR, MAWECTICUT 673 ELLINGTON ROAD SOUTH N'I1VDSOR, i;T. 0608,2 TELEPHONE:- (860) 528-8288 Eli DATE DESC/Q/PT/ON 1 5-11-04 ADD A9072 � FS LIST 2 5-25-04 RENUMBER SHEET 3 6-18-04 PER 7O' WN STAFF REVIEW 4 12-10-04 MISO ROBERT R. MESSIER L.S. #12056 (COMP. FILE = 04-016AEXS-S117,70910j OATS : 03 04 SCr4LE : 1 „-�O FT, DESIGN : DAS ORAfYN : OAS CHECK : RRM SHE-7-3 OF 8 PROJECT No. 04-019 RAYMOND F. NELSON. JR. P.E. #09434 PLAN No. 04-016A WATER ER / MANHOLE �F:=78.85 OLE R �F. =78.96 SqN/Tq,Q� stN/TA,R% SN0 % SE E,p �_7 90 STREET KATEA•`I / SIGN MANHOLE7;01 UTILITY T.F.=79.16 I BOX AV I � sPCO0. NEL N °-53'-21 " 711 r Nc CATCH >p z 46 / 53. SN' N✓• 73.76 S �gRY s �ER� _ v0 SIGN/NG" 2319 S/CNAL POLE 9125 'iV0 PARK/ G" _3 ✓ATER S/G 26" 6'-24" _ MANHOLE MAPLE 254.1 3 E T. F. =80.22 UBO iY �20" _ GAP/ ON OOUNLL7RY MAPLE � Q CONCRETE PAD /NT �2 (�P 2 LE SQ , FAO A� 19" 5)Y 8 7�♦ MAPLE O W Dc/ �ti ��� PIN/NE � �pG,F'O\ if" C PLE PAC" P/NE�\ V0 PARK/NV " _ UT/L 12 SIGN \ X Qr mvc / TELEPHONE `` a eox oN �A SGN COAA0 22P� �= 12" PINE SN P/NE 19" THOLE 2 17 MAPLE Q " I 8" 1 E L AL /� HU 17"r.Fjfpl9R,4Rlv4PROJECT \ — — RA DA\1 w MAPLE 9z1vrl -4RX %\V_V / 12 /� ZZZV4TX AC B6. 67 I P/NEB 8" 8 5 MAPLE L W.F. W F. 5 I `.'. PN • 4A / 5A V RETAINING 9" COhL"RETE • I WALL PINE S& OT�'y/ � B/T M/NODS PAINT ONCRETE GRASS PAVEMENT L/NE / mow. HURCH S 11" 32" WO PARK/NG" P i�EN7� U� / SIGN _ - PINE APLE• 6A N/F o�G SIGN MAIL IN '�F THE .SAINT FRANC/S OF BOX (TYP.) ",v0 K/NG" ` Aj j� PINE 3Aq (yf • AMI CHURCH �o P/NE I ASS/S/ CHURCH a9e9 iWD 2' 9. . p��M Qr g5 POWFR s/CN �c� NC�/ PINE CORRORAT/ON OF SOUTH ��� .5' ;yam'• LE 2" W/NOSOR, CONNECT/C,UT FAD. RCMA£ E.VSTi1C RDL �9� `ki"� W. -LE2 Jai 5N e s K /G 12" IA .WF � , - wF ASSESSORS MAP �3 SN£T / 2 5 � Lao ,U` `j UNIT 21 " P/NE IW F 2A 8A' • 2 4 � � o MAPLE ♦; May ' " 9A L OTS +43, 44 & 49 �ij PE��Sed� AaEARsxLAffasr*rDw R RDL ♦ POLE 27 Vol. VV 6 / / 9. V �/ EXISTING DL / MAPL ROL--� 2F TOTAL PROPERTY AREA STONE & BRICK COhC ElE PAD /TYP.) CHURCH UCE ali, WF• dl, MAPLE +;f; W.F. •4 PROPOSED 53' OF 12" HOPP ® \.II. 15.57E ACRES 5�P�� / �O L7' aa�£aw�r RDL Rus 7 3 S S= 0.005, INCLUDING CULVERT • ,. Em .p / • END AT OL/TLET W F ZONE.' RR � �� - ••''� ... RDL OIL E!Y [ 1 " OOD a £X. ti U11 k �e wq f FILL / /NE � .�' SH EXJEND !(E/QYT OF EX/SThC uavlKYES A10 INSTALL C.H.D G = LANDSCAPED .. `•„ /• •.% SP/GOT / CE NEW WATERMIfT FRW£ AND COVER S£T NEW 7F. \, AREA , ! T B• s4m FZLCSN X/S7IAG ALUALEN7 LEVEL LIMIT OF F/ELD 24; .' u' tcrwapv P P ,sE s µ� 'a7e/ _ap f4" `•. tLAPL W D _;-"i• r n" ✓FDETERM/WED RDL �AMPLE HOeLE kLu MAPLE 17' 06 WETLANS \I MON � � �ac,�v /(k-NL(LK v�nosfo MAPLE 2 4 ?', a" / i nv 79B/STATUE iV0 PARK/ G" Y,Q ;; / / / Ex6n v O PRq�tSED R/HPAP ENEhGY /TALC A 7£YPLWARY' STAKED all. TT �� �D p/,55gp,�7LW/FYUNC£ R:YJL CEM'Nr BE S2T FENCE �•t7 S/(�` '. `.1' � O _ •I p�� CPwf H./m SEONEM'BARR2R PRKM 70 V EXISTING ONCRETE G�� NfR es� O cornv£Ncn� asTURe+nr£ cK 7 lf!F. BROWNSTONE X/S /���/ E C o nrE uNa Fae EROs2W Aw Q PAT/O �2 ; / sE01A&W COMB& &/Rwc • 8 MONUMENT �24" m f / a AwzcpAkwT Lam) - L 2 p0 GARAGE c acc rwr c� ROPOSED 4' Q • s- �1 MAPLE W/OE 20" 9 " �' o�J 8/TUM/NOU 8" 8 •, EXISTING W P�Ea nNG ,� S I9" _ R erasm A CLEAN OU CONCRET M4PL MAPLE \ 10" C. H. D REMOVE ALC EXISTING ,s�ApLE � d Ca+e'R£TE PRnr�sED N MAPLE STRUCTURES AND OTHER p�PD `-. , -' LK HAhLYGPP P4" WALKWAY 10" MONUMENT ,MpRDYEMENTS IN THIS AREA IuvarwP R�Lm x-)v MAPLE r C WOODEN 28" MAPLE 24" 4' C.L. —" �ZvrrR/TrP.}' SHED (NO �jp / 7 RE00W R RR6- MAPLE Q 10" N/F FENCE OR4/NAGS FOUNDAT/ ) ) EX67NC PAVFA/£NT d 77 04- MAPLE p� ��1 ��1 CURCd'NC /N TI//S AREA 24 " HIGHWAY RUSSELL L. & BARQARA SWALE� MAP, X6" ` 24" MAPLE 24 (F/ Cl LISTER OF 21 " :. PPD MAPLE 12 1P� LINE J. BURNHAM APPROr1E1 MAPLE LE c�OsswaK ' ` M4PL d - 2PLE v V, 2'JIJ ASSESSORS MKO 23 `a� T OF /000 MAPLES �GE'�! (RELOCATE d O 24" c 1/ GR455 & J O• Js l !! MA LES 24" MAPLE ASSESSORS L OT 45 MOSS AREA O p IJO LA MAPLE MAPLE EVS77NG YARD ",v �/ � PRCWOSED 9J' � La' pair24" 157/Pg. 2fi T.F.=93.06 15" 15 MAPLE / /Ni!=8811 (6" PYC /N) ` MAPLE MAPLE ifFp"�F Gs'a�aou'uRe r E TAT (N' PAVEGENT (� /NY=87.91 (15" RCP OL?i Z ' MAPLE yr OF aaso PRaaOSC.D RECONSTRI,e'TXW , FIRE LAIVEA10 ° 1 AVEMENT A, NN/F KE a RUSSELL L. & BARMRA J. o / BURNHAM ` MAPLES ASSESSORS MAP 23 O J � o` ASSESSORS LOT 46 *CLASS A-2 REFERS TO THAT PORTION OF THE PROPERTY DEPICTED HEREON ONLY. Vol 157/Pg 26 •1 9) TO THE BEST OF MY KNOWLEDGE AND BELIEF 7NIS ARP IS SUBSTAN7MLLY CORRECT AS NOTED HEREON. THIS MAP HAS BEEN PREPARED PURSUANT TO TXF REGULA77ONS OF CONNECT/CUT STATE AGENCIES SECTIONS 20-3006-1 THROUGH 2O-300b-20 AND THE 'S'TANDAROS FOR SURVEYS' AND MAPS IN 7RNE STA7ZF OF CONNECTIOlIr AS ADOPTED BY THE CONNECT/CUT ASSOC4rION OF LAND SURVEYORS, INC. ON SEP7FMBER 26, 1996, AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2* TYPE OF SURVEY• IMPROVEMENT LOC477ON SURVEY- PROPOSED BOUNDARY DETERM/NATON CATEGORY.• DEPENDENT RESURVEY ay/av 12Q56 A47F LICE/N/SE NUMBER � P/rbl�7SE0 �•AGYLF7CNM//HIED 7/N/�C.� T7X7UR£ MR) OWF 8B • 7B EXISTING OF PAVEMENT ROBERT R. MESSIER L,S. #12056 W.F. 4B •� W, F, JB W.F. • 28 W.F.• 78 APPROXIMATE L/M/T OF ' CRASS & MOSS AREA 1 THE LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED ON PHYSICAL EVIDENCE OBTAINED /N THE F/ELD AND AVAILABLE MAPPING BY OTHERS. ALL SUCH LOCATIONS ARE APPROXIMATE ONL Y AND THE INFORMATION SHOWN MAY BE INCORRECT OR INCOMPLETE. ALL EXIST/NG COND/T/DNS SHALL BE CONFIRMED BY THE EXCAVATOR IN THE FIELD PR/OR TO BEGINNING ANY WORK. THE EXCAVATOR SHALL NOTIFY THE CONNECT/CUT 'CALL BEFORE -YOU -DIG" PROGRAM AT 1-800-922-4455 AT LEAST 48 HRS. PR/OR TO BEGINNING ANY EXCAVATION FOR MARK -OUT OF THE LOCA71ON OF ALL EXISTING UTILITIES SY THE RESPECTIVE UTILITY COMPANIES'. 0 f/TH 168 PAR, P SENTL Y DE 2Fa SPACES E EXISTING PARA A INIMUM 9' l•Y, SAND (OR ZZ* Rows,) TG-ek SPACES IN - IVEW TOTAL_ SPACES1148 34RMO LOr � QO - ELIMINATE 'DING THE a QW17H h %NG SPACES EWD SPACES IE NUMBE AS /NO/C ED OF PARA%N h � EXISTING EDGE OF PAVEMEN7 LOCATION OF THE WETLA/VOS AS SHOWN WERE DETERMINED BY MICH.AEL SCHAEfER, CPSS, CER77FIED SOIL SCIENTIST, a4 WILLE, CONNECT/CUT, AND WERE FIELD LOCATED BY MESSIER AND ASSOCIATES, INC. / HAVE DELINEATED THE WETLANDS ON THIS PROPERTY IN 7NE FIELD AND HAVE REVIEWED THE WETLANDS AS SHOWN ON THIS PLAN, AND FIND THAT THEY 5U9STAN7ZALL Y REPRESENT THE WETLANDS AS DELINEATED /N THE FIELDD, MICHAEL G. SCIM ER CER77RED SOIL SCIENTIST PAINT LINE EDGE OF W PAVEMENT 913 C 1-01 co C6 N N 24 m� MAPLE III Gs 24" MAPLE 24" ,• MAPLE 24" , MAPLE LO 24 " d- AMPLE C.LR con SNET 941 s 24" �•. MAPLE all, W.F. 10 20, • MAPLE 20" SNET MAPLE 942 /N.85 8185 - o 20" � I MAPLE O O Qz 20 AMPLE 24" MAPLE EXISTING ENO THRU 7YPE CL " CATCH 84S/N q' T•F, -87.71 s PAVED LEAK\OFF' V 5-0/MEM770N STRUCTURE EXISTING CHURCH SIGN POST SNET 944 VLANOSGPE �e ISLAND BUSHE v J-41 WALE � O LO N T r co ISLAND O !1" MAPLE (n 0 O 2 �- Q IO 12" PINE SNET 945 13" /GUY RATTLE COPYRIGHT © 2004 MESS/ER & ASSOCGAMS, INC SURVEYORS - ENGINEERS rH SE DRAWINGS ARE THE PROPERTY OF THE ENGINEER/ SURVEYOR ANO HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER FOR THIS PRLUECT AT THIS 5/7E, AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WR TEN CONSENT OF THE ENGINEER/ SURVEYOR NO DECLAR4770W IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR AN9/OR PROFESSoVAAL EAKiINEER WHOSE SIGNATURE APOFARS HEREON. Rd EEO T DrA TTi) AT /7,f.1 D (NOT TO 5'C4LEJ THIS PLAN/MAP WAS PREPARED FOR THE EXPRESS PURPOSE OF, 7EP/CT/NG THE EXISTING AND PROPOSED IMPROVEMENTS ON THE SUBJECT PREMISES. /T 1 i' ERASED ON LIMITED RECORD RESEARCH, L/MMED FIELD /M/EST/GAT/ON, DEEDS, MAPS AMO OTHER SOURCES. REFERENCE /S MADE TO MAPS ENTITLED. "PROPERTY SURWYED FOR THE HARTFORD ROMAN CATHOLIC DIOCL 54N CORP., ELLINGTON ROAD, PLEASANT VALLEY ROAD & LONG HILL ROAD, SOUTH W/NDSN, CONN., SCALE • 1 INCH = 40 FEET, DEC. 1941, PETERSEN AND HOFFMAN, FAG AS, S11=1 SSORS TO SPENCER & WASHBURN, INC. " BEAR/NGS ARE BASED ON A MAGNET/C READ/NG TAKEN IUL Y 7,19: t2 ELEVATIONS ARE BASED ON APPROXIMATE NATIONAL GEODETIC VERWL DATUM OF 1929 (NGVD 29) WETLANDS LOCATION WAS FIELD DELINEATED BY ENV/RO-TECH COASULMN7S, PUTNAM,, CONN., M/0I-4EL G. SCHAEFER, CER77FIED SOIL SC/ENTIST. WETLAND FLAGS WERE LOCATED BY FIELD SURVEY BY MESSIER & ASSOCIATES, INC. NO TREE 577/MPS, LOGS BRANCHES OR BRUSH SHALL BE BUR/EL' ON THIS S17F THE UNDERGROUND U77LI77ES SHOWN HAVE BEEN LOC47ED FROM 17ELD SURVEY INFORMATION, A7ZAS MAPS AS MAY BE AVAILABLE FROM MUN/C/PAL177ES OR UTMTY COMPANIES; AND EX/STING DRAWINGS. THE SURWYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTIL177ES SHOWN COMPRISE ALL SUCH UT/LIT/ES /N THE AREA, 071 /ER /N SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UT/L/TES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES STATE 7HAT THEY ARE LOCATED AS ACCURATELY AS POSS/BLE FROM /NFORMATiON AVAILABLE. THE SURVEYOR HAS NOT PHYSICALL Y LOCATED rHE UNDERGROUND UT/[ 177ES. ALL NEW £XTER/OR LIGH77NG TO BE INSTALLED ON THIS PROJECT SHALL BE FULL CUT-OFF DESIGN. ALL EXISTNG TREES ON THIS SITE SHALL BE PRESERVED EXCEPT THOSE WHOSE REMOVAL IS L EGE/VD SPECIFICALLY INDICA7E0 ON THIS AND/OR DINER PRO, 1ECT DRAWINGS. O PROPERTY CORNER ALL SANITARY SEWER PIPING AND APPURTENANCES TO BE ABANDONED SHALL SE PHYSICALLY REMOVED AND/OR SECURELY PLUGGED. ■ EXISTING MONUMENT CHO BOUNDARY POINT PROPERTY BOUNDARY ANGLE POINT W. • WETL AND FL AG • L IMIT OF FIELD DETERMINED WETL ANDS UTILITY POL E wv WA TER VA VE SO SEWER MANHOL E ® WA TER MANHOL E RDL 0 ROOF DRAIN LEADER TREES & SHRUBS GRAPHIC SCALE 0 80 160 40 120 <FEET) MESSIER & ASSOCIATES, Inc. lrtv 1 SURVEYORS — ENGINEERS 2 MANCHESTER, CT. (860) 646-6013 .� PUTNAM, CT. (860) 928-1171 4 5 PLANNING — SURVEY — DESIGN — CONSTRUCTION 6 GENERAL LOCATION PLAN PREPARED FOR.° ST. FRANCIS OF A,SSISI CHURCH 973 ELL/NOTON ROAD SOUTH !/Y/NOSOR, CONNECT/CUT PROPERTY O#Nr, ,VR & APPLICANT: THE ST. FRANCIS GAF ASSIST CHURCH CORPORATION OF SOUTH #ZNDSOR, CONNECTICUT 673 ELLINGTON R011D SOUTH ff'I1VDS'OR, CT 06082 TELEPHONE. • 4860) 528-8288 DATE DES0R1f r1ON 04-26-04 ADDITIONS AND L lODIFICATIONS 05-11-04 A00 IMPERVIOUS COl/ER4GE,• RISC. 05-26-0,1 RENUMBER SHEE T, MI5CELG4NEOUS 06-1,6-004 PER TOWN STAR - RZ-V1SY 12-10-04 REmmr RECTORY & G4R,4GE; NOD/FY CHURCH FOOTPRINT,' mse.. 02-0,6-05 MISCELLANEOUS MODIFICA710Wfi ('COMP. AIL E = 04-0164GL-SHT4111E14!dw OATS : OJ 04 SCALE.. 1 "-40 FT DES/GN : OAS DRAWN : OAS CHECK : RRM SHEET 4 OF 6' PROJECT No. 04-07.5 RAYMOND F. NELSON, JR. 04-076A P.E. #09434 PLAN No. 0 sue, TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. THIS M.4P HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECT/CUT SWE AGENCIES SECTIONS 20—.30Ob-1 THROUGH 2O—.300b-20 AND THE 's'TANLWROS FOR SURVEYS AND MAPS IN THE STATE OF CONNECT/CUT" AS ADOPTED BY THE CONNECROUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996, AND CONFORMS TO HORIZONTAL ACCURACY CLASS C. TYPE OF SURWY GENERAL LOCATION SURD' BOUNDARY DEI-ERMIM77ON CATEGORY DEPENDENT RESURVEY �' Of 12" a4TE LICENSE N110BER 17' _._ C1 EXPANDED CHURCH c � . Q 4 moo: 35' •G 0 h � �O J B/ U� OSEO R PROPOSED PARKING AREA 0 o. ANF EMN a a d hel' 7 `ply' � EXISTING PARKING AREA COPYRIGHT © 2004 MESSIER & AS50064TES, INC. SURVEYORS — ENGINEERS THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER/ SURYEYOR AM HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER FOR THIS PROJECT AT THIS SITE, AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE ENCINEER/ SURY£YOR. NO DECLAR47701V IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR AND/OR PROFESSIONAL ENGINEER WHOSE SIGNATURE APPEARS HEREON. 10, THIS PLAN IS INTENDED FOI' THE EXPRESS PURPOSE OF DEPICTING THE" GENERAL LAYOUT OF THE PROPOSED SITE IMPROOF-MENTS AND CERTAIW DIMENSIONS AND DIMENSIONAL TIES OF . SAID IMPROVEMENTS. SEE SHEET: ' C — 5 AND C — 7 FOR SPECIFIC DESIGN INFOI'MATION RELATING TO SAID IMPROVEMENTS 0 0 z Qi V GRAPHIC SCALE 0 60 120 .30 90 fw MESSIER & ASSOCIATES, Inc. SURVEYORS - ENGINEERS MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1171 PLANNING - SURVEY - DESIGN - CONSTRUCTION PROPOSED LAYOUT PLAN PREPARED FOR.• ST. FRANCIS OF ASSIS.I CHURCH 979 ELLINOTON ROAD SOUTH GY/NOSOR, CO/I//1/ECT/CUT f 1 12-10-04 1 REMOIiE RE:TORY & GARAGE MOD/FY CHURCH FCOTPR/NL• M/SC. (COMP. FILE _ 94-016A-,30S1-1,-4ANEWdw9� DATE : 06 04 SCALE : 1,• 30 FT. DESIGN : RIN ORAWN : 9Z T CHECK : RFN SHEET 4A OF 8 PROJECT No. 04-019 ROBERT R. MESSIER PLAN No. 04-0164 L.S. #12056 & RELINE TO _ r j' /iElY LAitN/T- _ !7i J t illV� s'ifr s , % Ill' r/I'' Ir j REMOVE EXISTING - PAV£MENT /N THIS AREA & REPLACE {NTH LAWN " N/F THE SAINT FRANC/S OF CDONRET£ Po°QED ASS/S/ CHURCH PROPOSED - WALK LA;Hn ENE REV/s£o r a CORPORAT/ON OF SOUTH f7.YTU E ,, PARKING AREA ° "A f7 SPACES% a WINDSOR. CONNECRCUT R£A/Ot2� ExrsnNL; _ �nISERa. P y ccrI0C AiAO 177 I CURB/NG �• PAt/Ewovr E �� - /7JJLJJV/ 1 J mnr c v PROPOSED 2' D 4 v & REPLACE WITH LAWN S� ` - ' ' LOTS 43 44 & 49 TYPE "K" WATER •�' k ' o_ PROPOSED EDGE J 0 1 - • `,, -:� �;,. '� -� �' REY/SEo 686 / Pg. 80 sERvrcE O - , � .• �,�: 1 h . `. PAI/EMENT AREA Vol. (No cuB) ZONE.° RR J REMovF 20, �TYP) PROPOSED ,A PROPOSED C ExrsnW ,�/c PRnPbsEo . POLE-AlIOUNTEO \ ny r,• LA UNIT ON £X/STING UNITS c� PADS I /L�N�, -- /sLANo I CONCRETE PAD I I c I a REPLACE 54WOED .AND MISSING SECTIONS OF X71M/NODS CONCRETE CURB/NG: WITH NEW CURBING TO MATOW EX/SRW REMOVE ALONG THE EAST S/DE OF THE �f W/ E a /v (M�x) EXST/NG PARKING ARFI ` ` " - B/IUM/N U Gt�IfNSLOPE o V QpS�J�ge REWVE 4 ccwcETE CURB FROM i r G 15 EXSnNG C s� SIDEWALK - THIS POINTr„�F.; G \ .. RAO. REZKIVE D(ISRAV - 41 o s� Fss SOUTH TO o�j s RAMP, SIDEWALK UN/Ts PADc �� NEW CURB/NG G ' CONSTRUC �EX/ST/NG LAND/NG— \ CONCRETE TO RD"N,,7 ' PVC OR4/N REMOVE E.4'IST/NG ^ S/DEwALK ' PROPOSEDOUi1E73 PAVEMEM' AND / ` 1 \� .'�� _ `► . �. S LAN 04RM 60L PROPl7SE/) CURBING IY/TH/N AREA EWENS/LW AREA ORA/N I PROPOSED L�IIWN AREA 94 �� • PROPOSED f2H. RAILING CONSTRUCT PAVEMENT P OL IV (A�G4 , ' FLUSH WITH CONCRETE DOW71/SLOPE / 81.0 25R ~ F o COVERED IN THIS AREA - ' - • � �F - , � A/C UNITS ON 'PR L J•""" ' R£AWAY PROPOSED 1' w/DE CURTAIN CONCRETE PAb w 'DRAINP SEO 6 �1 I. B MA Pr4rI \ ;: IN/SHED GRADE TO IA4 = , ; AREA � AQANDON *��'.; k, CRETE' LANLtS�IPE `'` �80.85 ROOF DRAIN EX/STING WATER . r::�% ' " �- '-��`�'���' `> ••�` PROPOSED REMOVE EX/STING k uP ISLAND. �Q ' OUTLET �, CONCRETE AREA 10Li0 GALLON 1 CURB 2' 04 \ 1 SERVICE i�' ,,,,,,, , _ \ , '�- aa�ua�cm z , �� UNDERGROUND i = PAINTED PR!/rVJC(/ FUEL OIL ��rO' " 1x s SOIL � \ PROPOSED STOCKP/LE Cr�S.RN! �, «C« CATCH Q4S/N /1Vy,= s i AREA FOR a a ` /NG 5: ••'�. T.F. = 93.60 f Nam' % /NV = 87.43 r` EXTEND HEIGHT OF E.Y/ST/NG MANHOLES AND INSTALL PROPOSED 50 OF F CONSTRUCT/O a 1 GHT^ SE'11l�/P PROPOSED ` NEW WATERY/ f7?AME AND COVER. SET NEW T AfF'G7OR d H EXI>SMW AREA PRD « pkv RY EX/ >T/ Astntaaiv oR4/ 6 SAN/TA FUISH WITH NG AGi,�4CENT GROUND LEYFL . � __ f33�`7JI-:J/•'. "� .'.. v>.'-, \- d•`•sue. _ _ 6 %�R SfRV�'rarrrsra/IRQSSO TFR- -o--- rxuruyeu 4' WIDE P , '� PYC CU4TA/N IANQSCAPED � J. �P ` : PRO1JbE'D R4P E7V 4 yA a ,PRO SED 4' W/DE PROPOSED RIP ERGY PROADOPoSN , CONCR P SED O ' '�'• `rsJ �. D/SS/PATOR/PLUM?E POOL PRDL �) �' ` / PROPOSED 5.3 OF 12 HOPP A EX :"' �•Y.D. >�, •�i / f34DPbSED EXrsnNc PROPI�SED //w= S= 0.005, INCLUDING CUL{IFRT INSTALL A TEMPOR4RY STAKED Rr,t� n Mo \ RETAINING LLURD LT-12 �1-� sew?.wY.sEwER uvI! 75'.8I 85.48 END AT Ol/TLET GEOTEXT/LE SILT FENCE' a WALL ' arcn � CONNECTi N 7D SEDIMENT 84RRIER PRIOR TO l0 s\ ppy cllu COMMENCING 01SADR64MCE OF e 0MosNTnNE \\ ��2s coA ErE 0 AYOPOS69 �� THE LAND, FOR EROSION AND c.MM AW c�cucv SEDIMENT CONTROL DURING r r . // - /A/� �► . G� //1 - rpsr G�?NCRETE /H41�F11SE0 DEVELOPMENT. (rYP.) _ 82'."1y LXIMPS PALL ATE 200 0 a 'a. 8" PVC SSW? SW ARY SEWEJP i�`: AR REMOV2r ALL EXISTING N 79._ �• • � 28'_ \ . \ �ti J aF DZV0N7JNU£D o k STl?UCTURE.T AND OTHE7� 29" W IMPROVEMENTS /N THIS ARFI . +�� � \ \ Etc / PROR�SED PRLiDO.S£O GREAS f' W1oE GYJNCI?ETE /NT AVD9M TAW iir%ri iiANrwLcJ / SAXNALK f7N/SHED GRADE - PROPOSED PROPOSED PRl7P12SE0 - � ;i.' ��PO yo 6J�D VD or cuRB G� PROPOSED �yP� 15 P PAINTED NX /` H"D/CAP PROPOSED \ ", � � �y�� /M/. 80 60 LOUT PROPOSED �^r I.__ EX. PRl71�?SED - - .� PARKING PAINTED MON MA EM012� REPLACE 4' WIDE ' S/GIN; CROSSWALK LJI�UBL£-HEADED ' : - V ' ® EX AI PAVZWENT & B/TGM/NODS PLXE AKXJNTEO REM VE ��eL? B/NG /N THIS AREA LAVMAV E�'/STING F y2 S,�:WALK RELOCATE - `' WOODEN PROPOSED FIRE LANE�w , - N/F PROPOSED SHED CURB S/GIN INSERT 'A " O Q5 h I I Vv: j� u) � I Co ri- RUSSELL L. & QARBARA J. B/JUM/NOUS PROPOSED CONCRETE CURB PAINTED v , PROPOSED 00wlo OF _ ASSESSORS MAP 23 ' NOT ENTER« Ir ASSESSORS LOT 45 SYMBOL TRAFRC . N 10 CUB Vol. 157 / Pg. 26 0o SIGNS J5 EXTEND D(1, T/NG SED ,3' _ 12N RCP 7% AND P2" 9 • RO 9 l5 R �, AT S= O.O�hi _ a RELOCATE EX/STING YARD DRAIN END or, '' j LIII O�S�A VFME - �: � o'': �� t •' a RE,iIdr - / U ,cPROPOSED 4 NEW T'F.= 9,305 +WDE B/TUM/NOS;��/NV= 8805 v� ,, , , - PROPOSEDSJRUCTURESEEN�AT/ON REL"ONUC770N SIDEWLK ± .. BITUMINOUS T.F. OF C.B. 90..00 R£M012�-CONCRETE CURB T.F. OF M.)Y 90.50 POSEDl'/STING (ryt,� 4 DE CURB IN if//5 PROPOSED /NV'= 8375 + r-r r o . ��iniio :., eQ,cA cxin nr LA/VDSC4PE •/. : J:„ oI o — 400— EXISTING cONTNUR GRAPHIC SCALE O i 400 PROPOSED CONTOUR 40 GY F 0 •� - O BO a a 2Z • wETL A/VD FL AU �" arts C7 ; �. -• OTE.• X/STfNG TREES N L E Q i- • RM NED WETL ANDS 2p AL 60 LIMIT OF FIELD DETE 1 _ a' SHALL REMAIN EXCEPT THOSE •• SPEC/F70ALLY /ND/C4TEo rO FEE? q: .� TY P T I OL E BE REM U IL OVED tiR .. o1 o1. 50 .- , ATfEYDSCR/PT/ON PR OP SED SPDT GRMSIER�AS ASSOCIATES Inc. , 0 1 SBN-26 04 AD STEP ET EPARK//1/ AREAS• ,,Y 04 THE L OCATIONS OF THE EXISTING UNDERGROUND UT/L /T/ES SHOWN ON a ° I / -` '1 E 4� Ci . �EGYER /NFORMAT/ON THIS PLAN ARE BASED ON PHYSICAL EVIDENCE OBTAINED /N THE FIELD \ L 9 �; X8� .` . •:', :: BITUMINOUS • SURVEYORS ADD EX/ST/N AND AVA/CABLE MAPPING BY OTHERS. ALL SUCH LOCATIONS ARE �, RXING;S/pAI�F� CONCRE%E. ": M ER, CT. (860) 646-6013 2 05 26-04 RENUIGIBER SH:ET, PROPOSED AN C H EST /SCELLANEOUS APPROX/MATE ONLY AND THE /NFORMAT/ON SHOWN MAY BE INCORRECT OR ��: PARKING AREi4 PROPERTY 0T� & APPLICiiNT° .� ; :' , ::'....• : , ':. LANDSCAPE - - /NC/IMP/FTF. ALL EXISTING COND/T/ONS SHALL BE CONFIRMED BY THE / ::, :•. ,\:. �..:.. .:..:•.-, <."• .;: 40..SPACE'Sl _�----t .e+....n rPXW C'T AWAArrlk' nip accreer &"u7rQrtr PI ITNAM_ CT_ (860) 99,9-1 171 NN/N ANY WORK. THE : _, •....: ; .' : •:. .. >, •.., ., , , .. I G71�9/Yu s �� Zvi . r� eras ►Vi v EXCAVATOR IN THE FIELD PR/OR TO BEG/ G y :. • :....... ,.. ` r . :.:': ¢ 2 10-04' ffmo r O�TORY c4� G4R4RE, d//OD/fY CHURCH FOOTPRINT,• miso.. EXCAVATOR SHALL NOT/FY THE CONNECT/CUT 'CALL BEFORE -YOU -DIG z :' CORPOR!?70N OF ". SOUTH, FhWSOR CONNEC WT PROGRAM AT 1-800-922-4455 AT LEAST 4B HRS. PR/OR TO BEGINNING _ _ _ - - °::•���-�:��.:�'°:`��.; •�=�_>�t<� � PLANNING SURVEY DESIGN CONSTRUCTION 5 02 08 05 /Lf/CELLANEOUS /G10D/F/CAT/DNS ANY EXCAVATION FOR MARK -OUT OF THE LOCATION OF ALL EXISTING 673 �LZBOGTON ROAD a PAN/ 1 / M ES R P T/ T/L TY CO T/ /T/ S Y THE ES EC l/E U U L E B 1 ROPOSED -•P Q2 SOR CT. 060 EXISTING SOUTX J1r7ND P E. :LAND C4 B O 528 8288 - oNE• s _ _ 0 ....,. -� •�.�-•ThLEPS --SHT5NEK!OIYG' CONCRETE aN , . •;; (COMP, F/LE 04 O>6A ?O o • REMOVE ALL EXISTING TREE' � � I�IP,RO T�,E�1�'NT L OC.A TION PLAN � MNMNT a R AND BRUSH GROWTH fZ7 CUSS A-2 REFERS TO THAT PORT/ON OF •� � • - _ 0.3 O4 y PARKING AREA CONSTRUCAON COPYRIGHT © 2004 DATE . THE PROPERTY DEPICTED HEREON ONLY. a - _ PREPARED FOR.' 1 "-20 FT. / h a AND RE49RAOING W17H/N TH£ SCALE 7t7 A!E b,T c1F MY AabwzEDr.>< ANl7 6>`ZAe7� 7I,Sls Al4P ,cs SLf�STAMHCLY G>XCT AS AA2TE0 f I�RELW ? ; . PRbROS a a AREA /NDYCATED MESS/ER d� ASSOCIATE' INC. n�cs w"P Etas a�av PR�»+REn �rAPsutn�r m n REccrA�ancs LaF cann'ne�? Sr AGEM^.A:P SURVEYORS -ENGINFERS DES/GIN . RFN ' a OAS zo-,ray-� a�-.�aab zo ANv n,E Suvawas FOR SVRW ' AND ,wPS IN MC oR4WN . sEV� ST. FRANCIS OF ASSISI CHURCH THESE DRAWINGS ARE THE PROPERTY OF THE EN6/NEER lSLftNL> '� / SVIX OF a1�Vi►LVW1r"AS A 40W BY ME LYiV' /1�'1Xff, =W&W OF LAND S7A4i2�iG14S' hw aV "O �"�w�'F 5URYEYOR ANO HAVE BEEN PREPARED SPEC/F/G4LLY FOR RFN S>eP7EA/BER ?6; f�96 Ann IW m AVRR rAL AGb^ ~Y aASS A-2+ Ann ri WI= Alfa OY >01yA;s CHECK fOro' THE OWNER FOR THIS PRLU/ECT AT THIS SITE, AND ARE 6YASS T--2. a E MATCH NOT TO BE USED FOR ANY OTHER PURPOSE LOCATION, 7J Z EL/� SHEET 5 OF 8 7YPE OF S%IPi�Y• ,lam LOGIILW 5U9$EY-IIIV a EXISTING OR OWNER WITHOUT WR/7TEN CONSENT OF THE ENGINEER/ (Jc L /NV TOQN /T OA49 SURVEYOR. BOUWXR Y &RDIM"IxW rArZ-6III 0DWV" A'FSUIN Y PAVEMENT NO DECLARAT/ON /S EXPRESSED OR IMPLIED UNLESS THIS SOUTH GY//I/OSOr� CON/1/ECT/CUT ROBERT R, MESSIER PRC/ECT No. 04-019 T PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR ROBERT R. MESSIER AND/OR PROFESSIONAL ENGINEER WHOSE SIGNATURE L.S. #12056 RAYMONR E F. NNE4 4N, JR. PLAN No. 04-016A SUP S.0 I7URE LYIrZr LAASE/b4'JA/QER L.S. #12056 .1rPEARS HEREIN. EX. BROWNSTONE MN. � 24" RPc N EX. MAPLE 20"� " C. H. D MAPLE 19 5 MON. MAPLE = — I - _ a _ OAK E . IVIFORA/NAGE CLUSTER OF RUSSELL L. LyAi�[3ARA J. sWALE \� �b MAPLES A I-1W OF 2fLE� BURAIHAM L/M? OF i GRASS ASSESSORS MAP 2.3 c MAPLES Ass � ASSESSORS LOT 45 Moss AREA Vol 157 / Pg. 26 c o TRTOE AEMAIN N/F RUSSEL L L . & 6AR5ARA J. BUFVHAM ASSESSORS MAP 23 ASSESSORS LOT 46 Vol 157 / Pg, 26 N/F RUSSEL L L . & BARBARA J. 5URNHAM ASSESSORS MAP 23 ASSESSORS LOT 47 PI-ANT/NG 1,rf SYMBOL 90TAN/CAL NAME AR Acer rubrum CC Cercis conadensis CF Cornus f/orido PC Pyrvs colleryana Bradford' PJM Rhododendron PJM' RD Rhododendron Delaware White' RN Rhododendron novazembla L'.AXIN W. F e LAWN 5B �\ W F. 4B �. VIV. F, 'B W.F. • 2,9 COMMON NAME S/ZE Red Maple 2 1/2 "--J' Caliper Eastern Redbud 4'-5' Height Flowering Dogwood 5'-6' Height Bradford Pear 5'-6' Height PJM Rhododendrom 1 1/2'--2' Height De/aware Valley Azalea 1 112'-2' Height Novazemb/a Rhododendron 2 112'--X Height TYPE B&B B&B B&B B&B Container Container Container O / 77// C. H.O BNO. PLAT. s f9" MAPLE f3" PINE* ,n• - AMPLE 11" P/NE f2 ~ 2INE 22~ MAPLE s 17" MAPLE �rr 17" GdAMPLE c 8" /'Z *20" MAPLE " 24„ MAPLE AMPLE EXISTING LAWN MAPLE wF •G1!F. 5A 4: / wF I,.., . _ 11" �32" P/NE APLE• \\ f2" •w.F PINE 3A W. F. - 10" I 7A I PINE 9" P/NE 2" W F. PLE 12" 1A •WF.,li, WF. P/NE IW.F. SA • BA • • W. F. 27" 9A MAPLE W 6" •F. VC'- 2 alr. W.F. t •4 0� \ W F —0 4 1�. 30" MAPLE o O 0 AMPLE ,� 28" 24 " SPRUCE MAPLE 8" c OAK _ * 2' k AR MAPLE Al? /0 AR I LIMIT OF REMOVAL OF £Xi5i11vG TREES AND BRUSH FOR PROPOSED CONSTRUCTION (1YP/CAL) 24" MAPLE N/F THE SAMIT FRANC/S OF ASS/S/ CHURCH CORPORA TION OF SOUTH ! IAIDSOR, CONNECT/CUT ASSESSORS MAP 23 L 0TS 4,3, 44 & 49 Vo/ 686 / Pg. 80 TOTAL PROPERTY AREA = 111 /5 57� ACRES W. F. •5 MAPLE � W.F. 17" MAPLE 17" • 6 Li_ MAPLE W F. 7 16" MAPLE f0" • -�_ MAPLE 8" E'' , RNG TREES MAPLE MAPLE MAPLE / L IU REAL4/NJ (TYP/CAL) LAWN ��j/// 10" MAPLE C 24" MAPLE 24" MAPLE 24" MAPLE 24" MAPLE 24" MAPLE Zk 24" �M �•� MAPLE W. F. 10 20" • MAPLE i alr, W.F. 20" 13 AMPLE 20" MAPLE .tea, 24" MAPLE I I a" 18" MAPLE �K+^�, 24" AMPLE TWIN 16" AMPLE MAPLES >� EXISTING ---� '-'-- WOODED AREA APPROXIMG4TF L/MG OF EXISTING GRASS & moss AREA SeL 20" MAPLE 24" MAPLE 24 " MAPLE 24" MAPLE YIST/NG IDSCAPE LANOS LAN��CAPING NOTE (1) THE ACTUAL PLACEMENT OF LAND"PE PLANTS AND MATERG4LS SHALL BE IN COORDJV47/ON W/TH THE AS -BUILT INSTALLED LOCATIONS OF UNDERGROUND UT/L/T/ES AND OTHER F/N/SHED SME F!ATURES, AND SHALL BE ADIUSTED AS R£QU/RED OR DIRECTED BY TH£ ARCHITECT AT THE TIME OF PLANTING ;'0 SUIT ACTUAL S/TE CONDITIONS. (2) ALL DISTURBED AREAS WHICH ARE TO BE FIN/SHED AS PERMANENT LAWN SHALL BE PREPARED AND SEEDED IN ACCORDANCE WITH THE PROCEDURE AS DESCRIBED IN THE "EROSION AND SEL)IMENT CONTROL PLAN" ON SHEET 8 OF 8 OF THESE DRAWINGS. (J) ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICr4N ASSOCATION OF NURSERYMEN, INC. (ANSI Z60.1-1990) (4) PLANT MATER14L SHALL BE LOCALLY GROWN IN CLIMATIC CONDITIONS SIMILAR TO THO.'>£ OF THE PROJECT SITE LOCATION, TYPICAL OF THEIR SPECIES AND/OR VAR/E7Y, WITH A NORMAL HABIT OF GROWTH, SOUND, HEALTHY AND VIGOROUS. PLANTS SHALL BE WELL BRANCHED AND DENSELY FOUATEO MIEN IN LEAF, FREE OF DISEASE, INSECT PESTS, EGGS OR LARVAE, AND THEY SHALL HAVE HEALTHY, WELL-DE%ELOP£D ROOT SYSTEMS. ALL TREES SHALL HAVE STRAIGHT, S/NME TRUNKS WITH THEIR MAIN LEADER / VTACT UNLESS OTHERWISE NOTED OR APPROVED BY THE ARCHITECT. (5) ALL PLANTS SHALL BE CERTIFIED TRUE TO NAME BY THE NURSERY SOURCE, IN ACCORDANCE WITH INDUSTRY STANDARDS. AT LEAST ONE PLANT FROM EACH SPECIES SHALL BE CLEARLY TfGGED WITH THE NAME AND SIZE OF THE PLANT, IN ACCORDANCE WITH THE STANDARDS OF PRACTICE OF :9VE AMERICAN ASSOCIATION OF NURSERYMEN, INC. BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES: (6) ALL PLAN75 SHALL MEET OR EXCEED TH£ SPEC%FICATIONS ANO REQUIREMENTS OF FEL7£RAL', SATE AND LOCAL LAWS AND REGULATIONS REQUIRING INSPECTION FOR PLANT DISEASE AND INSECT CONTROL. (7) PROVIDE PROTECTIVE COVERING OF PLANT M47ERG4L DURING DELIVERY AND STORAGE. ROOT BALLS SHALL NOT BE CRACKED OR BROKEN. DO NOT PRUNE PLANTS PRIOR TO DELIVERY TO THE S177. REMOVE DAMAGED AND UNACCEPTABLE PLANT MATERIAL IMMEDIATELY FROM THE JOB SITE. (8) APPL Y ANTI—DESICANT TO PLANTS BEFORE DIGGING AT THE NURSERY AND/OR AS DIR, FCTFO BY THE ARCHITECT WHEN PLANTS ARE D£LNERED TO THE JOB SITE. (9) STAKE AND GUY EACH TREE, AS SHOWN IN THE DETAILS ON THESE DRAWINGS, IMMELG4TELY AFTER PLANTING. KEEP TREES PLUMB AND GUYS TAUT. WRAP THE TRUNKS OF ALL TREES SPi4,4LLY FROM THE GROUND LINE TO ABOVE THE LOWEST MAIN BRANCH, FOR PROTECTION DURING THE FIRST WINTER AFTER PLANTING. REMOVF WRAPPING THE FOLLOWING SPRING. (10) ALL LANDSCAPE ISLANDS SHALL HAVE A FULL COVERING OF A MINIMUM 4 INCH SET 2ED DEPTH OF SHREDDED BARK MULCH IN ACCORDANCE WITH Tf/£ PROJECT SPECIFICATIONS AND AS APf ROVED BY THE ARCHITECT, PRIOR TO PLACING THE MULCH, WEED BLOCK FABRIC, IN ACCORDANCE WITH I HE PRLUECT SPECIFICAT10AIS AND AS APPROVED BY THE ARCHITECT, SHALL BE PLACED ON THE PREPARED SOIL OVER CIIQjrAs�Ar AY/'FAT F? 774W' /JnnT 1Ar F Mr /MTiPEESA1g14R1/Zn7nM nS (l 1) ALL EXISTING TREES ON THIS SITE SHALL BE PRESERVED EXCEPT THOSE WHOSE REMOVAL IS SPECIFICALLY INDICATED ON THIS AND/OR OTHER PROJECT DRAWINGS. I I —1 f/2~ OR NVER ALAMW 1100701AL727PAL TAP£ OR CANVAS IStBBAN; (7YPA;ALJ 27r2 rB"-O" TREATED HAWWOW SUPPORT CREPE PAPER TREE /HPAP STAKE -FLOP WEES LESS THW 3" CAUPER, USE 2 STAKES ON OPPOSITE SIDES OF 7NE TREE FOR TREES J" /N CAL/PER AAV REXK kr BLWL40 A TES CRE D? U.SE J STAKES, PLACED AT l20• 7T7P IVY OF R(XlT BALL AVTFRVALS AROUND ;W 1RE£ sEr TREE r�rT1T Taro of %v,- BALL SL'mm y 0' !/AWOW SE7TLED DEPTH AA9kr fiff5Hm L:e4ar FCyr SfiW PAM BARK bIQC// IZVMV COPYRIGHT © 2004 MESS/ER & ASSOCIATES, INC SURVEYORS - ENGINEERS THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER/ SURVEYOR AND HAKE BEEN PREPARED SPECIF/CACLY FOR TH,E OWNER FOR THIS PRCdIECT AT THIS SITE, ANO ARE NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OA' OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER SURVEYOR. NO DECLAR44ON /S EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR AND/OR PROFS-5510A L EM;INEER WHOSE SIGNATURE AFPEARS HEREON. a r GRAPHIC SCALE O 80 160 40 wo ( fry' ) M_F. R.111;? R k A S,S0 (,`IA T_RS. In e. 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 97J ELL/NGTON ROAD SOUTH 1411MOSOf?, CONNECT/CU7- FINISHED COMPACTED SUBGRADE REMOVE BURLAP FROM TOP l/3 OF BOLL / 4" MIN/MUM SE77ZED DEPTH OF SHREDDED E4RK MULCH TOPSOIL AND M 4NURE SHRU9 AMNTINO ZYMIL NOT TO .SCALE PROPERTY OFATE ER & APPLICANT.- THE ST. F "CIS OF ASSIST CHURCH CORPORATION OF SOUTH hPINDSOR, i "ONNECTICUT 873 ELLINGTON ROAD SOUTH )UNDSOR, t;'T. 06082 TELEPHONE.- (880) 528-8288 RfV DATE DESCR/PT/O/V 1 5-11-04 ADD PARK/NG '.OT R90P AND REVISE ISLAND 2 5-26-04 RENUMBER SH,:ET ,3 6-19-04 PER TOWN STAFF REM/EW 4 12-10-04 REM0l1E RECTL RY & GAR4G'E, MODIFY CHURCH FOOTPRINT & 1D,IACENT LANDSCAPING 5 02-08-05 ADD NOTES (COMP. F/LE = 04-016A1,4N0-SHT6N,-Wdwq OAT£ . 03 04 SCALE: DESIGN : OAS OR9WN : PAS CHECK : RFN SHEET 6 OF 8 PROJECT No. 04-019 PLAN No. 04-016A 6" SEWER MAIN LINE F (1YP/CALF %YP STANDARD PLU HAND/CAP ACCESS/BLS PARK/NC S/CN (CENTERED ON TRENCH L[HIT EL1GE OF PARKING SPACE UNLESS UNDERGROUND U77LITIES ALUMINUM �� L - - NC �- - 1 PAVEMENT, BENEATH REQUIRE A DIFFERENT PLACEMENT) PAINTED SHEET — , p FACE OF CURB REQUIRED FOR TOPGRADE, LL 'r�» B/lC,1I/NODS 1 1/2' COAIPACTEO I I/?" COA/PAC1E0 SIGN FACE, AS � 12• N 1 COA•t:'REAF DEPTH OF CLASS 1 OEP7H OF CLASS `� CURB PARTICULAR 60° I O (24 " V4 OR PAINTED L/NE AISLE (li 1ERE CONCRETE BINDER CONCRETE 6' CLINPAC7E0 OCATION AND SEED » » Q B/7L/V/NODS 2 B/!UM/Ai2US � ANY FERTILIZE TYPICAL = 12 "� COURSE PER CT, SURFACE COURSE WHERE J41\\F_ REOU/RLD) OO.T. FOR.(/ 814A, PER CT. 0. Or p,FP7H O D I INSTALLED V tOi1 �. SEC7A7N N.040J FORA/ 874A, AG6AEG4TE &W,' 12• ,�" SECTION A/.04.03 W I o,, PER CT, O,O.T, Z ✓ - / S P CE SPACELE sEcTav N.09. K/M COMPACT V J 48" O C Q FACE OF CURB P1P0AS SPECIFIED . (TYPICAL) OR PAINTED LINE COMPACT STANDARD BEND, SIZE AS REQUIRED �O�. �, 4" PA/NTED 4" PA/NTED e" ROLLED CRAlFL BOLLARD W \ STANDARD WYE, SIZE AS REQUI D \W O L/NE STRIPES L/NE STR/PES s7-o sogBASE (i2" LUM/BNA/EE c� '��\��\ \ ✓ ��, » *7711IN STATE POURED-/N--PLACE TRAFFIC PANT TYR 7YP. .p HrNWAY A0.W,J N CONCRETE BASE - 2 2'x2' VOOD ST KE W[TH ' .w PCR CT D.O.T. PLAN 4'x4'x t/4' STEEL CAP O K/TH SLIP -RESISTANT h SURFACE (TYPICAL) 4" TYROS PAINTED * ', :; 5 ' , ' • RiiD/US 71/� STRIPES ;�• •' \ FORM 814A 3000 PS/ MIN I I I I %/� //� //�\//�`//�\//� //�//� //� //�`//� //sfeo �01.03, GALVANIZED DIMENSIONS PER / EXISTING GRADE �I- _ - TRAFFIC v �� I / 1'O I 4/ -J I I 4 J" I �- BOLTS MANUFACTURERS /t,G4CN/NE-FOR/tfEO Z>I GEL POST 7' M!NIMI IM _3 . " .4Nl.:f R //rHT/N/_, F/XTI/RF t ��> CROSS`YALK MARi�ING DETAIL TYP 1 i ' TYP/C.4L PAI/E�l�1E/VT ¢�. 6' COMPACTED RECOMMENDA770NS 6. /TUM/NDUS T4" (NOT TO SCALE) 9' OR 70' !2' T T'� NOTES' (7.) REVERSE ARROWS FOR OPPOSITE O/RECT/ON CROSS — SECT/ON CONCRETE SAND BLANKET 3' MIN. OF FLOW f� NP1CAP ACCESS/BLE BARKING SPACE LAYOUT (Z.) ALL ARROWS SHALL BE PA/NTED SOLO USING NOT TD SCALE 5" ����'�'��'�� ; 4 ..'. TRAFFIC PAINT AND REFLECTNE SURFACE. 8 FINISHED GRADE a WARNING TAPE :;:> �' ;Y �P/CqL PAf�I(/NG SPACES STf�/P/NG DETAIL (NOT TO SCALE%/, 7YP/CAL PA/NTED 7RAFF/C ARROHIS \�/\\�\\�/\\�/\ \\��\ /��\/�\� \/\ d a \ /NSTALLAAON •'. ' B17UMINOUS COti:RETE SURFACE COURSE : <:: °+ .,nr rn ci,w, �i /N SOIL a �. a' 4 %A \� :..1{: ti.if! -.'\.- ''\'`4'�"✓'rie N °,ae'°" �•"°" /YV/ /V JtiHLC I I - ---- oLJ °••u I I I 4' MINIMUM /NSTALLAT/ON 1/2" PREFOi4ME0 I I HAROSC4PE FULL CONTROL JOINT /N PAYING OR B<iSE 6' /5'--O" EXPANS/ON JOINT AT EVERY 15 FEET I I d1ATERW W/OTY PER IMPROVEMENT 2-#4X4'-O' LONGS 10 3 • I I B/TUrGI/NODS CURB/NG SECT/ON •"" 8 00 i LOCATON PLAN 5" 7HICKNESS OF I I BOLLARD LIGHTING DETAIL -��-5'-O"-►I f-S'-O" FINISHED CLASS C" 1' 7 �• 2' TOP OF FRAME APPLIES NOT TO SCALE °�� �••• �•�a ••• " GRADE 6" 2Z SLQ<E I77JfA,d7 ROAD [xr 6" CONCRETE 12' SAND MIN 7 I'-6-' 7 -z y /+� tI T TO SeW % 3/4° BROKEN TRAPROCK ti PA9UN -� RE CAST CONCRETE UNIT pV7, GImSS SLOPE T/ P/(""C TRAFFIC CONTROL S/GN NOTES o o ADJUST FRAME ELEVATION 3-13/IG, /IVSTALI�T/ON DETAIL 14" 1. FOR TRENCH REQUIREMENTS, e . e p o FILTER FABRIC WITH colvc. BLOCKS OR , �{ IP SEE TYPICAL TRENCH SECTIONS DETAIL & PROFILE �. 8" MIN/MUM COMPACTED (SEE NOTE) ; , 5 BRICKS, 6' TO 12' - DEPTH OF PROCESSED 3 J NOT TO SCALE SPECIFICATIONS. - AGCREG4IF BASE STONE I i / SE/?/ES \�\\���\ 0O O 0p 0 0 UND/STUBBED 2. PIPE SHALL BE LAID AT 2% SLOPE (MIN.) N47UR4L GROUND OR `' O 00 EXCEPT WHERE THIS IS IMPRACTICAL OR WHERE A COMPACTED FILL 3' R1-! ()0 0 TOOLED JOINT WITH 2•- ALL JOINTS TO BE 2 _13' EXCAVATED BAGNO.- HARDSHIP WOULD BE CREATED THEN PIPE MAY BE CROSS SECT/ON POINTED FLUSH FULL NATURAL CLAY 43/4' BROKEN TRAPROCK (TYP.) r 1/4" RADIUS TOOL PAN �, TRENCH WIDTH REO OQ LAID TO A GRADE OF NOT LESS THAN 1%. 6� MIN, ' . '' r, i r LEGEND- ✓/\ p O I�0 (DEPTH 3/BJ J ��4iiirrrri� O 0 d 00 GU%i%GiY� /� .5/lJ�%i%gL/r U� //�l/L �I• I 75, 75• ,� , 2;1'-�i"- STOP R1111?' ° _PTPF \��\ DO 0 i NOT TO Jr<v' LE I' 2'-6' 1' PRE CAST CONCRETE OR K . ...' • . 0Q Q NOT TO SCALES) CONCRETE MASONRY UNITS 8° ° L W `r\ n VO 00 v� g PIPE - 1N GROUND WATER �j RAMP UP 7'_p• (MASONARY . ' • �UNIT) ' f UPPORT `// 00 O� SIZE CONK. ALGA/. \ %2 (INCHES)<// FLARED S/DES 6'-0' — LAWN / STREETS / z . ° (> 24 a>-0001 ! 090 4� DO p O 1/?" wAs o Rt�l.�n (�P% B NOTES: POURED CONCRETE OR 4'-0' (MAX) O 6M� OR CROSS-COUNTRY PAVED AREAS I (? Jo J>-000l ! 1ov O O PRE CAST SLUMP OR SLAB (TO OUTER MANHOLE WALL) 1'-6' 2' MIN. 00 Q S/DEW,4LK E.Y/ST/NG OR 1. CONCRETE - 5,000 P.S.I. MINIMUM CU z Q O NEW CURB/NG STRENGTH 0 28 DAYS. OR EQUAL) 3500 PSI " "OO1DH I O °"r °"'I 4 4B if-0014 7 JG4� % r/ 0 GRASS GR45S TOPSOIL & SOD OR SEED .. , > .�...::.. - : + �� 00 L 0 0 2. STEEL REINFORCEMENT - 4 y/N. 7,_01 ASTM A-615, GRADE 60. 6' OF 3/4' CRUSHED PLAN VIEW 0 O OQ SXFIWMA)w0 OR C0hW1,V4M9 �----� �---� TA A 3. COVER TO STEEL - i" MINIMUM. 4' APPROVED GRANULAR NON- - STONE / 'SEE NOTE #3 R5—SE/>�/EIS' \� 0 I .' _ORGANIC BACKFILL MATERIAL /-FARRir (WF NOTF 114) R5-> ,\ 0L n :� a e ` ' NOTES PIPE L i. I • A.• PLACED AND COMPACTED IN � 4'-4' I. SAND BLANKET (TYP.) 6'-0' -1 e' . , ONE FOOT W) (MAX.) LIFTS. /. .� 4. VAULTS SHALL BE DESIGNED TO 1' +• • i. MINIMUM COVER OVER T� OF PIPE -I- MEET ASTM C858 AND ACI 318. SHALL BE 2'-0'. } n _ -• DO NOT (�"H/CUG4R FUSH CURB r FRONT ELEVATION L k�, _ SIDE ELEVATION �= :_: ; � u4f Tt S16WrCE- WAY � 5. LOADING AASHTO H520 44 2. WALL THICKNESS SHALL BE ; -, is ; :_;v=.. 0 RED 6" KNOMW I SUFFICIENT TO BEET HS 20 LOADING ` Q �w M) 6. CONSTRUCTION JOINT - SEALED 3. WALL THICKNESS FOR STRUCTURES ENTER_T_YPIC►AL CURTAIN D/T" WITH 1" DIAMETER BUTYL RUBBER OR WARNING TAPE PER CONN. r� " ' /►��� (� SECTION ACCESS/BLE ROUTE SHALL BE ;OVAZ EQUIVALENT, GENERAL STATUTE SECTION OVER 10' HIGH IS 12' FOR CONCRETE i,/ BLOCK UNITS. INSIDE DIMENSIONS :. ,.../� _CROS7) TO RAMP W/OTH AT M/N/MUM e a �:. ••;� (,yLH�J DaT� uPPORTs THA, NOT TO SCALE 16-345, AS AMENDED, PLACED REMAIN THE SANE. SIZE CONN, ALuu B t�� a.: 12' (MIN.) TO 24' (MAX.) ABOVE 4. ALL PIPES SHALL BE CUT FLUSH WITH /! JO J1-o509 ? 100 ¢' SY/OTH TOP OF PIPE. RnTTnM nF FXCAVATFTI TRFNCH I I_ _I _2" M/N/MI_/M M_MPA_CTFO INSIDE WALLS. \ .......... ... _.._......__ ... _.._.. -I DEPTH CF CLASS 2 ACCESSIBLE RAMP !TYPE C> PLAN VIEY✓ `NATURAL CLAY (JJ 4B J1-a51� 1 Too i 1/4%FT SLOE TOWARD BITUMINOUS CONCRETE FINISHED GRADE ° ° ° a 5. ALL BRICKS SHALL BE CONCRETE, MANHOLE FRAME do COVER (TYPICAL) ° SAND BLANKET PER Cr D.O.T, FORM 3/4' BROKEN TRAPROCK (TYPJ CUTTER OR 07WNH/LL 8144 SECT/ON M,04,OJ (B/TUM/NDUS 12, MIN, ;? := t`�r;`<:; = TO TOP OF PIPE. 1 1 OR $+ P[PE, AS SPECIFIED TYPE °C" CATCH BASIN NOTES: PROFILE VIEW /QJr-.SE/Q/ES /2 J J/� CONCRL'7EEJ -•<..Z. ` PRECAST CONCRETE OR BUILT -IN -PLACE SIDEWALK — ? — MANHOLE SECTION(S) (TYPICAL) 112 O.D. PIPE'' NOT To SCALE R5-lo _ - -- ti- OF -_ -_ -_ -_ - I 3/4' BROKEN TRAPROCK ]. CLAY DRAINAGE STOPS TO BE LOCATED ON UPSTREAM S]DE BKCND.- _ _ _ MANHOLES, AND SPACED A MAXIMUM OF 100' 4/- APART, OR AS III-III-III=III-III=III : >: ' `.' " : "• *' : I I -III —I I LI I I—III-III=I 18"-24" CIA. COVER WRONG LEGS O I —I I F-I I I -I I =I I I I I I I I-III=III=III=III-III- S/DEW.9LK GRASS 6� - (TYI') 1/2 O.D, PIPE N ' O O STORM MANHOLE DIRECTED BY THE TOVN ENGTNEER. NUTS#4: siLCER III -III -I l =III=III=I I I=I I �I I I=III=III=� - - - 01 RAMP MP LIP L FOR CLAY STOPS WHERE ALTERNATE XTEND TO UNDISTURBED MATERIAL ON EN -= -III=111= = 11=III=III=111=III=111=1 - _ 1 SEE STANDARD DETAIL O O O 2 WIDTH OF STOP SHALL E FILTER FABRIC SHALL BE NONWOV I IIrIII III„ III „III elp �._ 6' MIN, NECESSARY PG, VI-46 Q �5' I 1;12 7" 1'-0" 10' O OS TO 0.] SEC-' AND AOS OF WAY Ill I III I I' Ci � Q BOTH SIDES OF TRENCH. CLASS 2, WITH PERMITTIVITY OF `�\ w 2. FILTER FABRIC SHALL BE NONWOVEN ^ B" 79 MUM COMPACTED 3' T 4N_rJ/N! INLET a - OUTLET • (+ O.D. I CLASS 2, WITH PERMITTIVITY OF `� / OO C7 OO� COMPACTED SUBGR40E L�.0.7 OF GRAVEL PER Cr T i I ❑ O U Li U U O ❑ 3 TO THE TOP OF ROCK. ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND 0.43 nn TO 0221r AND SHALL D.O.T. FORM 814A, _ _ urrT AAcurn upoo_oc SECTION NO�O1; PLACED kL r nnon r U nc0o 40. SIZE CONN. ACC/A/. 01;AMUM 3• \WATERTIGHT SEA. AT 1' PIPE I 1' 0.5 TO 0.1 SEC AND ADS OF riuc �sJ Dory �°� 7HK. iiv 2 couRSEs BITUMINOUS CONCRETE S/Df_WA0( 3 PIPE PENETRATIONS (TYP.} 0,43 rlt TO 0.22rrI AND SHALL Q OOO O Q EXISTING OR INVERT PRECAsr SECTION MEET AASHTO M288-96 �� ❑ O �O (? asx?4 3/-0517 1 IGn o A \ o NATURAL CLAY DRAINAGE STOPS LIQUD "� /JJ 41xJ0 J!-Q51J ? 100 NEW CURB/NG 1,0D0 ceuoNs LEVEL CONS O O NOT TO SCALE CROSS S FCT/ON DETAIL ACCESSIBLE RAMP !TYPE B> FLUSH CURB undMINIMUM AaTY T I PVC OUST 7YP/CAL .S9N/TART SKWER TiQENCH SECT/ON LY', � �Es� �� B � ° 6' 1 -0" 1'-0" ° . BAFFLE WAr �WALLS ' t` + ,. I , + , p 1, � ! a .. a : NOT TO SCALE ° P a�U�o ENO, TO SCALE% .....:..,... i 0 p iP6—SERIES' A HAND/CAP RAMP OfTA/LS SECTION A -A SECTION B- B ° 5M 0�0 0000 O 0 0 4• ONE WAY (U (NOT TO M&E,) o dia, conm fitted o K/M L/GHT/A/G MODEL W 7YP/091 1," G4U0* CREASE TR4P DETAILS ° --I i•, O �� O o O yetow ��typlcatr� LUM/1164/RE AND POLE t-I/r O ° 0 00 ° 0 0 patnted safety N wnY /RJ TRENCH W/OTH = (NOT TO SCACEJ REFER TO IMPROVEMENT J1 " (790mm) MINIMUM FOR 12" (J XJmm) aM P/PE (/ C/Z�S 007 y �� W. SFOR N ER J4" (860mmJ M/N/MUM FOR 15" (_775mmJ OL4, P/PE '• .' r >m es,, f a r:xt•,,.,,,,.,.,.- GENERAL NOTESt ° ;w O UM/NA/RE HEAD NOUMB zi'u':sx.»+..: r........4.......,scs, "i'<i^•:.>E^--, r . J9 ` (990mm) M/N/MUM FOR 18" (450mmJ O/A. P/PE / '• r A °x"'� "� 4 rx »�+�� x S �� - EACH POLE 48" (1120mm) M/N/MUM FOR 24 " (600mmJ O/A P/PE „A ' f-------........ =iR _ ................... zt� - i n .ai tt «s,�, (ar.:, , - r<;rxxir.+s' ;4 , j..� %f•. ,._xnxr»uro:•r: as a, ;Aaa.KS>, i �+rcc 'ota >;n r:n-<•>wcro:ta K .. ,., z:+x-.'wens:w:sc;,xaaisAh,>:5xark f?T ,;. ---- Nnar�°r,Ka(<m�vu�z<a•ras"zNT(.23-7��.••:� �j ' � 1'+sC'i'J":i'Jvt•fi b�', At ,<l'RtlffS M't1F F/N/SHED CRAOE >ssr ,x s .r• Ar: s. ,rwr c rs a "i)xa /2' D A ii ;'. / ^ 5! C R.'K DSC«F'R E<TNi FNA.;.. Z"-D 12' 3/4' 1' l-1/,' t-1/4' t-I/4' ........4.." i. iI. x� r�,�, Z. t I S �0.� u:r:iixnAy"Du»ssh+xierxser.+n,s"sm.Ks I�NOLiNOHOLES pitch t T• •"ice il-I/Y 3/4' 3/8' 1 F1 F� I I 61 CRUSHED OR BROKEN STONE CLEAN GRAVEL RM40 BAR ATTACF.4ENT END TRANSVERSE BAR ATTACHH"NT CROSS BAR ATTArW.ENT i uaoaaaw exrwc:% Y'•� 'y'• finish A"at,�t WARN/NG TAPE - INSTALL �' ' R6-2 INSTALL ANCHOR CENTERED ALONG THE PIPE OR CLEAN COARSE SAND (CLASS /, //, OR //l CATCH BASIN GRATE CATCH BASIN CRATE CATCH BASIN GRATE t.%S$FSt»0kW M% lr0:%2Ptt+Y1TAx 8 I}V2' 3/4' �+1E'1 ffii pion APPROVED BACKFILL PLACED L J BOLTS AS M/N/MUM OF 12" (900mmJ /N >2 /NCH (300mm) MATERIAL) /N/T/AL BACKFILL. CLASS // & /// TYPE A T YP> A A B TYPE B PLAN A*'' r .* °i "ry" ro ` x'r's s M a w 1 I 7 I /! ONE E ONE E TO A MAXIMUM OF 24" MAX/MUM L/FTS AND COMPACTED MATERG4LS SHALL BE PLACED /N 6 INCH uurrea v;rx,<zcra I I�-9 3/4' DI —A ��!I T IIf (600mm) ABOVE PIPE TO A M/N/MUM DENS17Y OF (150mm) 11AX/MUM LIFTS AND COMPACTED TO a�crEuw a ,•+n,<.. r 1 9/l6' 1 I/2 9/t6' 3/4' 9/t6' "' '� RBY THE ECOMMENDED 85X STANDARD PROCTOR ��J A M/N/MUM DENS17Y OF 909 STANDARD Y s taA sr.�>,t.vA :,,.: �.., - i � ••skc ttAMG »v nn, w rA� wwri nrwr PROCTOR. NO STONE SHALL BE LARGER THAN �" "`"" - 4 A" a » "A,z u> c»> t_ SE AND COVER RER 4 I DIA IS/t6 P-y r 3 INCHES (75mm) /N ITS LARGEST DIMENSION ' 4 4 # x !"'ate BE 4 t" 1 4 4!lxat"5 x � ; >< • ,......... ' mmt 4'DIAL �, 3 r � PRODUCTT TO /2"(30L1mm) T - j ...a.. �...`e PI SR a'✓ � •"6i D A, CCNC. tLJ (RJ INSTALLED 1 4 M SECTION B-B SECTION A -A formed frtsM ?F to1C• :.. rY-. T'<r.rR. `a,t Pa ..� x.<. .; .;:•; ::.;• CRUSHED OR BROKEN STONE, CLEAN GRAVEL ;« 'no;a suw L fY0.tAHr» I ;1ndi$'�ifrbed earth { S/ZE CONN AC[iA/ b OR CLEAN COARSE SAND (CLASS /, /� OR /�/ �:!>..:.?.'%...^. NQTEs: CAST IRON FRAME CAST IRON COVER .r (/NcsJ ooTy D�� 7HK. ' ` F/N/SHED .:';`:°:.,': : ,: ..EOIUC L3'ST.IAA;E...:_.}>:,.•:.'�-:...�. i... "' �' SMOOTH INTER/OR "'.v ;' ' MATERIAL) HAUNCH/NG PLACED /N 6 INCH €N5 t� 1 0 Cr . - ` ` : '"' = R ► !LJ >8x14 J/ O120 I 080 :. MATER14LS SHALL BE PLACED /N 6 /NCH £,"€ : Liw! ...?A,.. s 1. THE LOUVER SURFACE C THE COVER a 4. 'r - - - - - - - - _ CORRU6A7ED H/GH >Bx14 J7-OlT9 ! OBO = - - ^' (JOOmm MAX/MUM L/FTS AND COMPACTED TO i _ (TRJ TTi - T�1= =1 - i I I= ITV=---=- TTi=-1=ITV= =I I 1 DENS/7Y POLYETHYLENE "'. •. ::: `:;. " :': ^s '::: ) x"t- I L .:.'' -r T AND THE CORRESPONDING UPPER SURFACEii=m—�m— mm—m—m >Tii—rimni m=m—ern=iT—irr=iT>=1 ... ... ..: ..: ... 3 „s_,. ..F.E..iO.B.tA.ii:IiQ�-i.,. — — — — — —I — — — — — P/PE (SEE PLAN SHEETS A M/N/MUM DENS/JY OF 90� STANDARD ...... •, 1 ...._-..... -Tt ..._ __........ r........................r.+....................... 9) OF THE FRAME SHALL BE MACHINE y # _ a� PROCTOR. NO STONE SHALL BE LARGER lILV✓ FINISHED TO PROVIDE A SMOOTH FLAT SECTION DETAIL t � CONDUIT OF SIZE FOR DIAMETER J 1 1/2 INCHES (98mm) IN ITS LARGEST PLAN PLAN CAST IRON FRAME ALTERNATE O -I I�= 0 CONTACT OR FIT, WITHOUT ANY TENDENCY I - - REQU/RED FOR !/Do P1 0o c� DIMENSION _ - M ...... ................_..tl_..........3,.,.....w zr........, .?:!LFOR THE COVER TO ROCK OR RATTLE. b b a a �i= POWER TO NATURAL EXISTING SOIL OR :/ii \ ......T<:.......... I ........ J y _ LZIMIAWRE >aArA..•.,�......... ::.;6".. ..57.,......' 4..:'rf>'4�<r.>� 2. SANITARY SEWER MANHOLES SHALL BE COMPACTED FILL FOUNDATION -• -•- y T•' �' °- » !- E x'` w is K a" "* 1 4 `" s`"� " EQUIPPED WITH VENT HOLE EXTER/OR BOLLARD OfTA/L m_ f-{4 ITERT/Ca4L REB4RS STREET SG A T : I v>saa-;4 id>' � VE LE IN CENTER. "• 6" 150mm WHERE NECESSARY BECAUSE OF :n, A/OT TO SG4LE eQ %r3 TIES ® 12 OTC ( % ^ FIELD CONO/TIONS ......¢ . ,....,....w.. , 4 ,. .,....".., t x t. .£ ( [� fir,( .. S'8•r,'KTR+Sy)R[+ T TO S'L;A .,x ......:a.......... .r. >.. >�•.:ca........ ....�.c.:?..,,.q tt NO ROCK OR , . r E �i .. .. I.. .:�..... _ FINISHEDO J _ LE UNEXCAVATED MA7FRi41 1/i +'<�ate»••, r !(x aa.-r f , t'rf., I FRAME AND COt/ER 8' THICK CLASS 'A' CONC)P£T£ PA1J MITI=>H= I SHALL PROJECT TO WITH/N P/PE THIS SECTOR OF BEDD/NG SHALL M .>, 4. r �r • x • a >: • x <t�, GRA1J£ POURED-/N-PLACE OR PRE ST 244 UND/STUBBED 47URW E4AWY BE LOOSELY PLACED. 7HE t „ 6" (150mm) OF THE PIPE 00 D' ; 6' X 6' - !O / 10 k!k!F, REINFORCED CONCRETE BASE- MINIMUM OR AS OR COMPACTED F/LL REMAINDER OF THE BEDD/NG EtEVAT;Dk - 1NTERIt3R EtEARtNc BAR EI.FvAY(RN • INiENt+Xt BEAnErtB BAR NOT TO SCALE 3000 PS/ M/N, RECOMMENDED :?Y SHALL BE COMPACTED TO A -^"` ^''^" ^1 "� A A THE L/GHT/NG CRUSHED OR BROKEN STONE, MIN/MUM DENS/7Y OF 9OX " \ CLEAN GRAVEL OR CLEAN STANDARD PROCTOR "' ?f.......•.......•....... "'""""""" r' "� PLAN 1S i g ET v d a" 4 MANUFACTUREi > COARSE S4ND CLASS / // OR .......... a' a a MATERIAL PIPE BEDDING nxr- ib:n»A.kKK441 /.j� Yisxt>:.•. r•r : .r :•X• A.. '{ �. i : j , .,. a YKILATOR3 IYPIC4L Ie//GH DENS/TY POL YETHYL ENE P/PE HOPP) _... _ - ' - -� ::: _ ; WILL :: TYP/CAL POLE MOUNTED SL,TE L/GHT/NG DETAIL STORM ORA/N TiQENCH /NSTALG4T/ON DETAIL ° h. ` «mom ` rAY,:». ° �'. <• R g„ rr,°, .: `:.ONCiii�'TL ,.': ' SNOT TO SCAL, �J ELEVATION - END BEARING 849 ELEVATION • END BEARING BAR WELDED STUD ANCHOR DETAILS �� :•i' f?LiD. '' : 6' COMPACT£!! THICKNESS (11R7T 117 sr.�cEJ CATCH BASIN CRATE TYPE A CATCH BASIN GRATE TYPE B STEEL �Rat4E KANID APP� 37-0629(PJ .. ; ..'::.,:•': ';: ":. COMPACTElJ SUBGRAI7E OF PROCESSEI/ AGGREGATE PARKING CATCfit ROSIN FRAMES AND GRATES DETAIL ARE _ - ro !J/!s~ /!o !,>/>s" I�oUtt� SECTION A - A 4 !J/16-1 1 ! t J� 1 3/4" I / I I4 !J/!6' 5'- 1 1 !�I 1' 8 3/8" I / I I •5" NORAf4C FIN/•SHED ""•111-----rrF----ss`--- — �a14C �'�'T ' �' T 1JUMPS ' R PAID IN..S'TALLATIO/V DETAIL "MIN � "M/� J CRAG/NC TO BE 34" DETAIL °A" v���� 3,-06•� PLAN YAREO ALJ✓gCENT TO C 47CN B4S/N AS �� Q" RE00 OR DIRECTED 31-3 4" b 2" X 2` X .188" STEEZ CONCRETE CAST /N 1 2 =8 J 4" !2" !2" ! B RUBE EXTEND INTO !NOT TU SCAL E> PLACE RE PRECAST =III=III= CONCRETE F7LLE0 PIPE MESSIER �c ASS 0 CIA TE I GDNCRL7E UNIT ' . , - � ' • , _ .. —III=1 I I=1 11= 2 _a. PROY70E WELDED /QEl� DATE DESCIr'/PT/ON III-1 I I-1 I I-1 I I— 1 5-11-04 ADD DETAIL, i ry f $" — — PQ #6� B BLACK COFFEE. PROPERTY OFNER — Inc. A//N. OEPIH UNLESS 28" 111= — — =1 I I SPECIFICALLY GWDERED _ 4 SURVEYORS — ENGINEERS l _ &' APPLIC.ANT. 2 5-26-04 f'ENUMBEf� SHEET OTHERlY/SE UNDER _L � I —I SEWER —I Q TRAYELWAY /' 7 1/2" 6" DiA, STANU4R0 D UNDER UN7.R4WZCE0 I 32" I III III STEEL PIPE FILLED 3 6— 1C� —04 PER 7O- WN STAFF fi'L:'Vff_W PERVIOUS BACKFILL AREAS O J" r- __ _ _ e r MANCHESTER CT. (860) 646-6013 ABOVE THIS ELEVA7/ON- 6` DRAINAGE B` III —III —III —III— I WnN CONCRETE THf' ST, FRelNCIS OF e455IS1 CHURCH ,y A �+/� MAX. DEPTH J' OPENING E 4 43" —III—III—III—I Y' 12- 10-07 &/So ��„� wr na =I I=► I—� CORPOAMTION OF PUTNAM, CT. (860) 928-1 171 _ 7 5/8` 7 S/B' 7 1J%16" 7 7J/70"% Y%Yt W A90kD�/" W BASE YELLOW SOUTH 1PINDSOR, CONNECTICUT v ABOVE' THIS � �-�_� 5 OL—OfJ—IJ,S .4UU U� /A%L '> ELLYAT/ON S7oRM SEWER PIPE 673 Is7��INGTON RO.�D — — — SEE PLANS FOR COVER DRILL dt COUNTERBORE 1/2 DEEP PLANNING N I N G SURVEY DESIGN CONSTRUCTION SPECIFIC SIZE, "47ER/AL FOR 7/2' SOCKET PLACES AN COVER) PA N `� PAY£MEN I� �s pq /,V SANDY SOILS-,)/NYERT ELEVATIONS FRAME SOUTH IYINDSOR, CL . 69649 �+ WALL THICKNESS . APPLY DAMPPROOF7NG SPECIFICATIONS: Dom�!! !�Q QI�pD 70 BE >2" FOR O STAINLESS STEEL SOCKET T1;;IEPHONE.• 8V0 �iGCJ-!J .ii CJO ON 4 WALLS �� HEAD CAP SCREW - 1/2" » CONAS'TRUCTION NOTE',S' & ,DET4IL,S' COMP. F/LE = O�—O/6ADET—SHT7NElT!Dgl DEPTHS OVER 10' 1. Pattern shoil be no. 1012 WT manufactured by T3 THo. z T-I/2' LONG. a{6 - 14 The Combel RS BRICK CLASS 4"CONCRETE 2. AASHTO HS20F 44 Foundry highway loading. Q I 180 DEG. APART. FACY WAY I THRU �iPE COPYRIGHT 4 2004 o equal. 2 REQUIRED LOCATED . •,-,:...... .. ,, ... FT7E[:45T CONCRETE OR PREPARED FOR z nA MASONRY CONCRETE UNITS, 1/4' FLAT NEOPRENE CASKET • DATE • ✓ (/Y 3. Moteriol sholl be gray cost Iron which meets�� WHERE BR.C•K OR MASONRY or exceeds ASTM A48-83, class 30B. MESS/ER d� ASSOCIATES, INC./NRFN B" 4 -01 B" CLAss R" B" J'-o" 6' CONCRETE VN17T ARE USED DFBLL h TAP HOLES IN FRAME FOR DIAMETER SURVE MRS — ENGINEERS DESION CONCRETE OR CORBELC/NG CO BE PER- 4. All castings Supplied with: 1/Y-13 THREAD CAP SCREW. ST. FRANCIS OF AAISIAJI CHURCH OR4�WN PRECAST UNIT M/T7 A MAX. CORBEL TO RE LOCATE HOLES FROM COUNTER BORED M « CONCRETE OLT MLN J" NO PRQ/ECl/0N SHALL -Machined bearing surfaces HOLES IN COVER (IN 2 PLACES) D���,. A / EXTEND INS/DE OF L/Mils -Non-penetrating pick holes I •-L=�-� BASE THESE DRAWINCH ARE THE PROPERTY OF THE ENG/NEER NOTED BY xx. -1/4" Rot neoprene gasket SURVEYOR AND HAVE BEEN PREPARED SPEC/F/CgLLY FOR LON�7+I%UL7//�L .SE�i+�ON R?lERL PRECAST Ct2NCRE7E" UMT /S USED FORgNSVERSE SECTION -1/2• diameter stainless steel cop screws 7HE OWNER FOR THIS PROJECT AT THIS S/TE, AND ARE CHECK SUMP THE TOP OF THE UNIT S//5 e BE AT NOT TO SE USEO FOR ANY OTHER PURPOSE, LOCATION, Z Q LEAS7 6" BELOW 77,E 90770M Cam• 7HE P/PE STANDARD `YATERT/GHT ACCESS/BLE SPACE OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER/ 6�i J ELL/NGTON /T OAD SHEET OF 8 OU7LE/77rW^ FROM 7HE CATCH 94S/N. SUR'YEYOR. �� �) SIGN POST/BASE NO DECLAR4noN /S EXPRESSED OR /A4PL/ED UNLESS THIS �,/� �+ Q PROJECT NO. 04-019 TYPE C—L CATCH BAS//V MANHOLE Ffi'AME COI/ER PLAN BEARS THE EMBOSSED SEAL OF THE LANO SURVEYOR SOUTH i'i'INOJOTT CO/U/1/ECT/CUT (NOT TO SC4LV AND,'/OR PROFESSIONAL EL1�/NEER WHOSE SIGNATURE ' RAYMOND F. NEL!;ON, JR. PLAN No. O4-016A NOT 70 SCALE NOT TO SCALE APPEARS HEREON, P.E. #0942 4 EROSION AND SED/MENT CONTiQOL FOLAN AND CONSTRUCT/ON SEQUENCE 1. THE PROPOSED DEVELOPMENT ON THIS PROPERTY WILL INCLUDE CONSTRUCT/ON OF AN ADD/T/ON TO AN EXISTING CHURCH BUILDING; MODIF/CAT/ON OF AN EXISTING PARKING AREA AND CONSTUCT/ON OF A NEIY PARKING AREA AND DRIVEWAYS, /NSTALLAT/ON OF STORM OR4/NA6E FACILITIES; DEMOL/T/ON OF AN EXISTING RECTORY, GARAGE AND DUTBU/LD/NG; AND ASSOCWTED DEVELOPMENT, INCLUDING SIDEWALKS, UTILITIES INSTALLATION, AND LANDSCAPING THE WORK ON THE SITE WILL INVOLVE REMOVAL, DEPOSIT/ON AND REGRADING OF SOIL ON THE PROPERTY. 2 CONSTRUCT/ON /S EXPECTED 70 0041YENCE DURING THE S11YVZR OF 2005 AND BE COMPLETED AT A DATE TO BE DETERMINED J DURING THE ENT/RE PERIOD OF IYORK ON THE S/TE, kT11101,1L4R ACCESS AND EGRESS TO THE WORK AREA SHALL BE BY THE EXISTING OR/VEWAY LOCATION ENTERING THE SITE FROM ELL/NGTON ROAD AND LONG H/LL ROAD. 4 PR/OR TO ANY CONSTRUCT/ON ACTIW7Y COMMENCING ON THE SITE, A STAKED GEOTEXT/LE SILT FENCE SEDIMENT BARR/ER SHALL BE INSTALLED DOWN- GRAD/ENT OF AND SURROUNDING THE WORK AREA, AND AN ANTI-TRACK/NG PAD CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE BEGINNING 0/- PIE- PROPOSED WIDENED DRIVEWAY LOCAT/ON FROM ELL/NGTON ROAD, AS SHOWN ON THE DRAW/NG ON SHEET 4 OF 7. 5. /N GENERAL, EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION PRACTICES SHALL BE AS DESCR/BED HEREIN AND/OR AS SHOWN ON THE PRL?/ECT DRAWINGS, AND AS FURTHER DETA/LED /N THE 2002 CONNECT/CUT 0611DEL/NES FOR SOIL EROSION AND SE,9141EN7 CONTROL BY THE CONNECT/CUT COUNCIL ON SOIL AND WATER CONSEROAT/ON IN COOPERAT/ON W/TH THE CONNECT/CVT DEPARTMENT OF ENI1/RONMENTAL PROTECT/ON, DEP BULLETIN Y4 " 6. AFTER THE /N/T/AL EROSION AND SED/MINT CONTROL MEASURES ARE IN PLACE, THE CONSTRUCT/ON SHALL PROCEED /N THE FOLLOWING RECOMMENDED SEQUENCE.• A: CLEAR AND GRUB AREAS OF PROPOSED WORK, INCLUDING ANY NECESSARY REMOVAL 0/ EXISTINO S/TE FEATURES AND 01SCOMW OMON OF EX/ST/NG OTIL/7Y SERVICES O/SPOSE OF 407,6RIALS REMOVED OFF -SITE. 9 STRIP AND STOCKPILE ANY EX/STING TOPSOIL FROM WORK AREAS. RING STOCKPILES W/TH A PROTECTIVE BARRIER OF STAKED OE07EXALE SILT FENCE AND/OR STAKED H4YSALE5 C EXCAVATE AND ROUGH GRADE FOR NEW & MODIFIED PARKING AFE45 AND DRIVEWAYS, PERMANENTLY STAB/L/ZE F/N/SHED CVT & F/LL SLOPES O. INSTALL ON -SITE STORM ORA/NAGE SYSTEM FAC/L/7TES AND VT/L/7Y CONNECTIONS (WATER, SANITARY SEWER, ELECTRIC, TELECOMMUNICATIONS, Er0.) E, EXCAVTE FOR CHURCH ADDITION AND BUILDING FOUNDATIONS. REMOIiE EXCESS SUBSO/L FROM SITE ANO/OR STOCKP/LE ON —SITE AS DESCR/BED FOR TOPSOIL STOCKPILES. F. CONSTRUCT BUILDING FOUNDATIONS AND BACKF/LL. G. COMMENCE CONSTRUCTION 04 BUILDING SUPERS7RUCIURES. H. TEMPORARILY STAB/L/ZE D/STURBED AREAS WHERE PZRMAEN7 STAB/L/ZAT/ON /S NOT YET POSS/BLE OR FEAS/BLE. /. INSTALL AND GRADE BASE FOR PARK/NG AREAS AND DRIVES AND INSTALL CURB/NG. J. PLACE BINDER COURSE OF PAVEMENT FOR PARKING AREAS AND DRIVES. K, CONSTRUCT SIDEWALKS. L. BACKF/LL, SPREAD TORSO/L AND FINISH GRADE REMA/N/NG O/STURBED AREAS. M. PERMANENTLY RESTAB/L/ZE ALL RESTORED 01STZ,1R9ZV AREAS AND PERFORM LANDSCAPING: N. PLACE F/N/SH PAVEMENT COURSE ON PARK/NG AREAS AND ORME5 AND PLACE PAINTED PAVEMENT MARK/NOS. 0. COMPLETE CONSTRUCTION OF BU/LD/NGS. P. MAINTAIN AND REPAIR PERMANENTLY STAB&&ZED AREAS AS NECESSARY. 0. REMOVE AND DISPOSE OF TEMPORARY EROSION & SEDIMENT CONTROL BARR/ERS AIVO DISPOSE OF ACCUMUL47ZV SED/MENT. 7. ALL AREAS NOT OTHERWISE TRE47ZO SHALL BE RESTORED BY PLACEMENT OF TOPSOIL ANO ESTABL/Sf/MENT OF GRASS COVER /N ACCORDANCE WITH THE FOLLOW/NG PROCEDURE.• A. PLACE, SPREAD & FINE 0R90E TOPSOIL TO OBTAIN A MINIMUM Sf7 LED DEPTH OF 6 INCHES. RAKE THE SURFACE TO REMOVE LARGE STONES AND OTHER DEBRIS. B. APPLY LIMESTONE TO THE PREPARED TOPSOIL AT A RATE OF ,3 TONS/ACRE OR !35 LBS./1000 SQUARE FEET, C. APPLY 10-10-10 OR EQUIVALENT FERMIZER AT A RATE OF 900 LBS./ACRE OR 7.5 L9S./1000 SQUARE FEET, OR AS OTHERW/SE ESTABL/SHED BY LABORATORY TESTING OF SAMPLES OF THE ACTUAL ROPS01Z PLACED AND SPREAD ON THE AREAS TO BE PLANTED. D. WORK L/ME AND FERT/L/ZER INTO THE TOPSOIL UN/FORML Y TO A DEPTH OF 4 INCHES BY HAND OR M�/TH SU/TABLE EOU/PMENT, FOLLOWING THE F/N/SH CONTOURS, UNAL A REASO111ABL Y UNIFORM, F/NE SEEDBED /S PREPARED. F SMOOTH AND 17RM THE PREPARED TORSO/L AND REMOVE ALL LARGE STONES .4N0 ALL OTHER EXTRANEOUS OEBR/S AND SOIL CLUMPS FROM THE SURFACE. NOTE ALL TRAFFIC SHALL BE PREVENTED FROM ENTERING THE AREAS WHERE THE SEEDBED 114S BEEN PREPARED AND /S READY FOR SEEDING SEED/NG SHOULO OCCUR W/TH/N 7 DAYS AFTER THE SEEDBED PREPAR47ION /S COMPLETE. F. SPREAD GRASS SEED UN/FORMERLY ON THE PREPARED TORSO/L SURFACE BY HAND OR MECHAN/CAL MEANS AND L/GHTL Y RAKE /N BY HAND TO OBTAIN A MAX/MUM OF 1/4 /NCH-1/2 INCH OF SOIL COVER OVER THE SEED. G THE SEED MIXTURE AND APPL/CAT/ON RATE FOR ALL FINISHED PERMANENT LAWN AREAS SHALL BE AS FOLLOWS' GRASS SEED 7YPE PROPORTION BY WEIGHT SEED/NG RATE /(ENTUCKY BLUEGRASS 45,' 20 LBS/ACRE 0.45 LBS/1000 SQUARE FEET CREEP/NG RED FESCUE 451T 20 LBS/ACRE O. 45 LBS/1000 SQUARE FEET PERENN/AL RYEGRASS 10,510' 5 LBS/ACRE 0.10 L9S/1000 SQUARE FEET ONLY "CERTIFIED" SEED VARIZWES SHALL BE USED, AS LISTED 1A1 ARTICLE M. 13. 04 OF CONNECT/CVT D. O. T. 'FORM 914A', AS AMENDED. THE GRASS SEED MIXTURE MAY BE APPLIED BY ANY AGRONOM/CALL Y ACCEPTABLE PROCEDURE. SEEDING RATES SHALL BE INCREASED BY 10 PERCENT WHEN HYDROSEED/NG OR FROST CRACK SEED/NG. SE -DING SHOULD BE PERFORMED ONLY DURINO THE PERIODS OF APRIL 1 TO DUNE 15 AND AUGUST 15 TO OCTOBER I. /MMED/ATELY FOLLOW/NG SEED/NG; UN/FORML Y MULCH THE SURFACE BY HAND OR MACH/NE WITH STRAW OR HAY FREE FROM WEEDS AND COARSE MATTER AT A RATE OF 90-100 LBS/1000 SOUARE FEET. ANCHOR MULCH /MMED/ATELY AFTER SPRED/NG BY APPL/CATION OF A L/OU/D MULCH BINDER OR MULCH A1V7M5 APPL/ED /N ACCORDANCE W/TH THE MANUFACTURERS RECOMMENDATIONS. 0 IF FINAL GRAD/NG W/LL BE DELAYED FOR MORE THAN JO DAYS AFTER THE /N/T/AL LAND D/STURBANCE ACT1111T/ES ARE 00OPLETEO AND/OR /F NOT SEASONABLY FOSS/BLE TO PERFORV PERMANENT SEED/NO, AND/OR /F INCOMPATIBLE WITH ONGOING CONSTRUCT/ON OPERATIONS, TEMPORARILY SEED THE D/STURBED AREAS WITH PERENN/AL RYEGRASS HALING A M/N/MUM PURI7Y OF 98 PERCENT AND A MIN/MUM GERMINATION OF 90 PERCENT, APPLIED AT A RATE OF 2 L9S/1000 SQUARE FEET,• AND/OR APPL Y MULCH CONSIST/NG OF !PEED —FREE STRAIY OR MAY OR All? —DRIED 91009 CH/PS OF COARSE MATTER, APIOZIZ29 AT A RATE OF 70-90 L9511000 SQUARE FEET FOR STRAW OR HAY, OR 195 275 LBS/1000 SQUARE FEET FOR WOOD C11IR5 PLANTING' DATES FOR TEMPORARY SEED/NG SHALL BE MARCH 15 TO /UNE 15 AND AUGUST 1 TO OCTOBER 15. THIS MEASURE SHALL ALSO APPLY TO STOCKP/LED TORSO/L AND SUBSOIL, H. WHETHER PERMANENTLY OR TEMPORARILY STAB/L/ZED, MAINTAIN ANO REPAIR ALL NEWLY RESTORED AREAS UNTIL VEGETA77ON IS (YELL ESTABL/SHED AND GROWING SELF—SUFF/C/ENTL Y. 8 INSOFAR AS FOSS/BLE, D/STURBANCE OF THE LAND SHALL BE L/M/TED TO THE M/N/MUM AMOUNT NECESSARY TO COMPLETE THE PROPOSED 916RK. THE LIMITS OF D/STURBANCE SHALL BE ESTABL/SHED /N THE FIELD RIVOR TO STARTING ANY ACTUAL CONSTRUCT/ON ACT1WT/ES ANO SHALL BE GENERALL Y AS SHOWN BY THE PROPOSED WORK ON THE /&PROVEMENT LOCATION PLAN OR4911NOS. 9. GRAD/NG TAKING PLACE AS THE SITE MORK PROOR6SSCrSAOZZ BE DONE /N A MANNER TO ALLOW O64/NAGE 70WARD D/I1ERS/ON DITCHES AND EROS/ON AND SED/MENT CONTROL BARR/ERS. S/L T FENCE AND/OR 11AYS4Zf- EROS/ON AND SEDIMENT CONTROL CHECKS SHALL ALWAYS BE PLACED I&&EDIATEL Y AFTER A CVT SLOPE HAS BEEN GRADED ANO BEFORE A FILL SLOPE HAS BEEN MADE. CONCENTRATED RUNOFF SHALL NOT BE PERM/TEED 70 OI1ERFL 09/ AlfWL Y GRADED AREAS, SED/&ENT BARR/ERS OR OTHER EROS/ON AND SED/MENT CONTROL MEASURES. SOIL STOCKPILES SHALL BE PLACED /N LOCATIONS AWAY FROM A1AT61RXZ OR CREATED WATERWAYS ANZ9 ORA/NAGE DITCHES, AND R/NGEO WITH A PR07EC7111E S/L T FENCE OR HAYBALE SED/MENT BARRIER. 10. ALL D/STURBED AREAS, MCG4ROZESS OF THE/R LOCAT/ON ON THE S/TE, SHALL BE FINE GRADED AND STAB/L/ZED AS SOON AS PRACT/CABLE FOLLOWING SUBSTANT/AL COMPLL6fION OF SURROUNDING CONSTRUCT/ON. WHERE SE450NA9L Y POSSIBLE AND WHERE ONGOING COIV57RU07ION ACT101T/ES PERMIT, THE D/STURBED AfiEIS SHALL BE PERMANENTLY STABIL/ZED AS DESCR/BED ABOVE. WHEN PERMANENT STAB/L/ZAT/ON /S NOT TIMELY OR POSSIBLE, THE DISTURBED AREAS SHALL BE TEMPORARILY STAB/L/ZED AS ALSO DESCRIBED ABOVE. 11. STOCKP/LING OF BUILDING &ATER/ALS SHALL BE CONF/NED TO THE AREAS OF D/STURBANCE. VEHICULAR MOVEMENT SHALL BE LIMITED TO ESTABL/SHED DRIVEWAY ANO PARKING AREAS. NO UNNECESSARY ZNCR04C1Y6NT OF CONSTRUCT/ON EQU/PMENT OR OTHER VEHICLES SHALL BE ALLOWED /N NON — CONSTRUCTION PORTIONS OF THE PROPER7Y, VEHICULAR ACCESS TO AREAS OUTS/DE THE LIMITS OF D/STURBANCE SHALL BE RESTRICTED TO THE MIN/MUM NECESSARY TO PERFOR& ESSENT/AL AND REQU/RED ACTIV171TS. 12, DURING' THE PER/00 OF CONSTRUCTION, ALL DISTURBED AREAS OF THE CONSTRUCT/ON A071017Y THAT HAVE NOT BEEN PERMANIN7Z Y STABIL/ZED, STRUCTURAL CONTROL MEASURES, LOCATIONS WHERE VEHICLES ENTER OR E.Y/T THE S/TE, AND ALL EROSION AND SED/MENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKL Y, /MMED/ATEL Y AFTER ZACH RAIN570RO W/TH A RAINFALL TOTAL OF ONE—HALF INCII OR GREATER, AM9 AT LEAST DAILY DURING A V4VOR STORM EVENT OR DUR/NG A PER/OD OF PROL ONGEO RAINFALL. ACCUMULATED DEPOSITS Of - SEDIMENT AND SIL T SHALL BE PER/OOICALL Y REML'VED FROM THE UPSTREAM SlOf - OF THE EROSION ANO SED/MENT CONTROL CHEcYS, AND UPON ESTABL/SHMENT OF PERMANENT SEEDING AND MULCHINO SVC/' METER/ALS REMOVED SHALL BE TRANSPORTED FROM THE /MMED/ATE WORK AREA 411,0 SPREAD AND STABIL/ZED IN NON —WETLAND AREAS WHICH ARE NOT SUBJECT TO EROSION, OR WH/CH ARE NOT TO BE PAVED OR BU/L T UPON. SILT FENCING AND OTHER EROSION AND SED/MENT CONTROL MEASURES SHALL BE REPLACED AS NECESSARY THROUGHOUT THE DURATION OF THE WORK ON THE SITE /N ORDER TO MAINTAIN COMPLETE AND INTEGRAL EROSION AND SEDIMENT CONTROL PROTECT/ON. ALSO THROUGHOUT THE DURATION OF THE MORI' ON THIS S/TE, ADD/T/ONAL EROS/ON AND SED/MENT CONTROL YEASURES BEYOND THOSE SHOWN ON THE PLANS AND/OR PRESCR/BED HERE/N SHALL BE /&PLO: -VENTED AS MAY BE DEEMED NECESSARY BY SITE CONDITIONS AND/OR AS OFFERED BY THE TOWN OF SOUTH WINDSOR. ONCE IN PLACE, ALL EROSION AND SEDIMENT CONTROL FAC/L/T/ES AND MEASURES ARE TO REMA/N IN PLACE AND IN PROPER FUNCT/ON/NG CONDIT/ON, ANO BE CONT/NUOUSL Y MA/NTA/NED, UNT/L ALL DISTURBED AREAS UPGR40IENT OF SAID FACILIT/ES ARE PERMANENTL Y STAB/LIZEO, OR THEIR CON71NZED USE /S NO LONGER APPROPR/ATE FOR THE ONGOING DEVELOPMENT, FOLLOW/NG SUCH PERMANENT STABILIZATION, THE FACIL/TIES SHALL BE DISMANTLED, REMOVED AND DISPOSED OF /N AN APPROVED MANNER. 1,3 /F DE. —WATERING OPERATIONS ARE NECESSARY IN ORDER TO PERFORM THE REQU/RED WCRIrW4TER PUMPED FROM THE EXCAVATION AND OTHER POORL Y DRAINED AREAS SHALL BE FREE FROM SILT AND SHALL BE DISCHARGED TO TEMPORARY SEDIMENT/STILLING BASINS PRIOR TO RELEASE TO PROPERLY PROTECTED DRAINAGE SYSTEMS OR WETLANDS AREAS. AS A MINIMUM, DISCHARGE WATER SHALL SE DIRECTED TOWARDS SECURELY INSTALLED HAYBALE EROSION AND SEDIMENTATION CHECK DAMS, OR OTHER ACCEPTABLE SEDIMENT TRAPPING MEASURES, PRIOR TO ENTERING ANY DRAINAGE SYSTEMS OR WETLANDS AREAS. 14 PRIOR TO COMMENCING ANY DISTURBANCE OF THE SOIL OR PERFORMING ANY OTHER WORK ON THIS SITE, THE PROPERTY OWNER SHALL DESIGNATE A PERSON TO SE PERSONALL Y RESPONSIBLE FOR IMPLEMENTING THIS EROSION AND SED/MENT CONTROL PLAN AND ENFORCING THE PRESCRIBED EROSION AND SED/MENTATION CONTROL SAFEGUARDS DURING THE PERIOD OF OPERATIONS ON THIS SITE. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES THROUGHOUT THE WORK PERIOD, INFORMING ALL PARTIES ENGAGED ON THE SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTI,FY/NG THE PROPER TOWN AGENCIES AND OFFICIALS OF ANY TRANSFER OF THIS RESPONSISIL17Y AND CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED. THE PERSON SO DESIGNATED FOR THE STATED RESPONSIBILITY SHALL PROVIDE THE TOWN OF SOUTH WINDSOR WITH TELEPHONE NUMBERS OR OTHER MEANS BY WHICH HE/SHE MAY SE CONTACTED AT ALL TIMES. EROS/ON AND SEDIMENT CONTROL SE"JUENCE ,& INSPECT/ON CHECKLIST FOR LOT DEI/EZOPMEN7 PROTECT NAME SY. Francis of Assisi Church - Building & Site /mp1ove177e171s and ModiRcotions PROVECT LOCATION.• 673 Ellington Rood South whdsor, Ct. PAWECT DESCRIPTION Constluc&w of an addition to an ex/st/ng church building; mad/f/C06W of an existing ,IW1*11;g d1W and construction Of a 76W P01*11W alVO and driveways; installation of .storm drainage farAbes, demolition of on misting rectory, garage and outbui/ding; and associated deve%pment, inc/siding sidewalks, utilities insta/lotion, cnd /andsc�ping TOTAL PARCEL AREA.• ESTIMATED START/MG D4)Z. ES)7MATED COMPLEMW LI47E RESPONS/BLE PERSON 15.5E acres Summer ?6ff To Be Determined To Be Dbterm/r7ed EROSION AND SED/MENT CONTROL PLAN PREPARED BY A,S 0CAafes, Inc. 268 Alain Street ManchesteC CT 060f0 Raymond F. Nelson, Jr., P.E. Telopgone �860J646-6013 GENERAL IN57ALLAT/ON SE011ENCE & CHECKLIST WYA4K DE3ZR'/P7X.SV DOTE ANILALS D47F /Ams PZRS OF SED/L/ENT CONTROL ORES L��N 'C�U� Or 'yMSMES RE!/ONNG NCSTALLE77 /NSTACLEIP RENOIfD AIFA5 ,Z-S AVSTALL 6E79ACA07'BARRIERS CtO WLORE OF ARFAS TO BE LYS7LfPBEO AVSTALL AAA-TRACK/AC AW AT START OF wfbG" COA57AWMON ENTRANCE AMWAY D RMCE MW E LM7Av R 40 CYatCwwr AWr5S4RY WRE7FE REINARED 170Pp4ARY 4WMS16W MA AW SWALES FOR AMAWGE Cav)m LNi w ROUGH rAWAG oPERA7X CLEAR & GRUB AREAS 70 BE LCv£LOPED SMP AND STOCKPILE TCWSM *VW AREAS FROM W6 W AREAS,' STOCWPIAE ANY EXCESS SUBSOIL NOT REMOVED FROM/ SITE PLACE SEDIATENT BARRIERS AROUND STOCKRILES & STABILIZE PILES PLACE 7?7RME ANO ESM&ISII WHERE PER.fLb&W Wa,6TA7JYF MTR REOU/RED F6W ALL CUT AW f7LL SLOMS I INSTALL AMMON& EROSION #AOFE ALrWY.fAYP - & SEDIMENT COMM& MEASURES AS REQUIRED aR ORDERED /NSP£CT AND MUNTA/N AS E><ITAFE S/TLr I NEZE.S%?YALL EMS" & SED//TL7VT 00117774L OE4SUREs- REX/412r ACY.'U(/LYAIEO SED/L/ENT FROM BEN/ND ILAYB4ZF & SCT IZWC B4RR,ERS INSTALL S£CYMENT 84RR/ERS AT EACH C47CII AT ETCH AE'W CATCH 845/N 34SVN AS ? a COMPLETED - 7FA(R AR/LY 57ARL10£ ROUGH - 0,67LR9E0 ARE4S WHERE GRADED AREAS PERMANENT STABILIZA7AW /S OUTSIDE OF NOT YET POSSIBLE OR PARK/AE^,, FEASIBLE MlkEMY AND S77?X7URE L00477ONS /ASPECT AND MAINTAIN ASE7VIAPE Mr NMR-MRYALL ERfflON ct SEDIMENT CONAFOL NEASURY3� REMKJVF A6r'C4N4W7E0 SED/MEVT FROM BET%/ND Mn UL£ ANO SILT FENCE BARKERS PLACE TOPSOIL, COMPLETE MARE 5/7F FINAL GRAOA V,, AND PERMANENTLY STAEA'LTlE ALL REM MIA61 D/STA iM AREAS LANDSCAPE S/TF AS REQUIRED MAINTAIN AW REPAIR ALL ENW1, S✓IF RESTAB/UZED AREAS //NAL PERMMEW VFCETA7Ar COMP 5 COUPIE m r ESTABL/SNED AW SELF-SM A/NAVG RED AND OLSPCSE OF ENTAFE S/1F IEMPY.Y2IRY S£A'f/E)VT C'OAr1RGY BARKERS AND L.YSPO,SE' OF ACCLAULYi47F0 SED/MENT 01EC/KL/57- FOR MA/NTE1-11,4 ICE OF MEASURES LOCAT/ON DESCR/PT/ON DATE OF /N/TALS OF RESPONS/BLE PERYOON MAINTENANCE MAINTENANCE ANTI—TRACK/NG PAD REMOVE ACCUMULATED SEDIMENT A/tlD MAINTAIN STONE SED/MENT 941FR/ERS INSPECT REGULARLY AND TEMPORARY AND DUR/NG AND AFTER SEDIMENT TRAPS RAIN STORMS REPAIR OR REPLACE AS REQU/RED REMOVE ACCUMULATED SED/MENT AND DEBRIS ENT/R£ S/TE MAINTAIN TEMPORARY VEGETATIVE AND OTHER MEASURES AS REQU/RED MAINTAIN ALL PERAOMEV7L Y STAB/L/ZED AREAS UNT/L SECURE PRO,IECT DATES DESCR/PT/ON DATE DATE OF GROUNOBREAK/NG FOR PROl/ECT DATE OF TEMPORARY STAB/L/ZAT/ON DATE OF FINAL STAB/L/ZAT/ON 1.) Excavate a trench 4 " WIDTH OF deep & the BALE width of o straw bale. TRENCH V� R� 10' MIN/MUM �� RAD/US (7YA) o8 1 `�. 000 00 1� g�r� f, � MUM 00�F l 8 0 ce 01 1A /3 CRUSHED OR f8 BRl6KEN S727NE S OR GRAVEL PER SECTION M.01.01 OF CONNEC77CUT P. a T. FORM 81 AA CE07EMLE TO STABILIZE FOUMOAMON ANT/—TRACK/NG PAD CONSM107/0N ENTRANCE NOT TO SCALE stake straw ba/e binding 2.) Place and stoke wire or straw bo%s, two twine stokes per bale. 3.% Wedge loose 4.) 5ack1111 and compact straw between the excavated so// as ba/es to create compacted shown on the uphill a continuous bockfi// side of the barrier barrier to prevent piping. o PLAN pocked straw E BOTTOM OF PLAN — VIEW DRAINAGE WAY B A A B Elevation: Points A should be higher than Points B., STA/fED HAY BALES NOT TO SCALE EARTH OR STONE ANCHOR FILE CATCH BASIN GRATE SUBGRADE FILTER FABRIC. `FILTER FABRIC CATCH B4S/N IT 10kF CATCH BASIN ATE AND PLACE FILTER URIC. REPLACE GRATE WO CARE NOT TO DAM46E DER FABRIC. ANCHOR WTH VNE OR EARTH PILE AS SHO�YIV. FILTER FABRIC INSTALLATION CATCH BASIN GRATE TYP/CAL SED/W-MrAT/ON CON77POL AT CATCH BASIN COPYRIGHT © 2004 MESSIER & A5S0C4h5S INC. SURVEYORS - ENGINEERS THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER/ SURVEYOR ANO HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER FOR THIS PROJECT AT THIS SITE, AND AR, - NOT TO SE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE- ENGINEER/ SURVEYOR. NO DELYARAAON IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR AND/OR PROFESSIONAL ENGINEER WHOSE SIGNATURE APPEARS HEREON. NOT TO SCALE Pasts—n 1.; Set pasts and Fi/ter^ —� excavate a 6 r6" Tabrr_ 2) Attach filter french, set post fabric to post Angle 10• downslope. & extend into ups/ape for trench. stability and self cleaning. >00' 11, -1 11=1 I I12"rain. 71 11=1 I I I El 11= 11 I-11— 111=1 depth .111—I I I I Ed 1 11=111 I- 711 I I 11=1 11 I--I- STANDARD CULVERT END 3.) Backfill h Se trench and co -npact the excavated soil. Compacted Backfill STANDARD S/L T FENCE NOT TO SCALE 6" DEPTHS OF GR4YEL A SECT/ON A - A `18" DEPTH OF INTERW014TE R/PRAP P/PE SIZE A B C D E f' G f/ RIPR4P WS HT IN TONS 18" 12' 8' 2' 1 S' 2' 4' 8 21" R3' 9' 2//1' 1//? 1' i' 2//2 4//?' 12 24" 17' 10' 2//?' 1//1 1' d' 2//? 5//?' 15 30" 20' 1,3' .3' 2' 2' y' J, 6' 22 2' 9/v 3//2 7' XT R/PRAR PLUNGE ��OL,/EN£RGY D/SSPA70 /NSTAL,2T/ON DETA/L NOT TO SCALE PROPERTY OWNER & APPLICANT - THE ST. FRANCIS OF ASSIST CHURCQY CORPORATION OF SOUTH WINR,S'OR, CONNECTICUT 673 ELLINGTON ROAD SOUTH PrrIMSOR, CT. 0808,2 TELEPHONE:• (880) 5R8-8288 MESSIER PIG- ASSOCIATES, Inc. �'� DATE DESCfi'/PT/ON { 1 5-26-04 f�ENU090? SHEET SURVEYORS — ENGINEERS 2 12-10-04 M/SC. MANCHESTER, CT. (860) 646-6013 3 02-08-05 REVISE SEE01,VO SPEC.; MISCELLANEOUS PUTNAM, CT. (860) 928-1171 PLANNING — SURVEY — DESiGN — CONSTRUCTION EROSION AND SEDIffENT CONTROL PLAN (COM � FILE = 04-016AES—SHTBNEW.OWV PREPARED FOR.• S'T. FRANCIS OF ASSIST CHURCH 679 ELLINGTO/V ROAD SOUTH 1111MOSO/Q CONNECT/Cl/T GATE : 0,3 04 FT. DES10N : RFN ORWYN : DL0&LN — CHECK : MIN SHEET 8 OF 8 PROJECT No. 04-019 RAYMOND F. NELSON, JR. PLAN No. 04-016A P.E. #09 E34