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HomeMy WebLinkAbout03-21P_EASTERN CONNECTICUT HEALTHCARE NETWORK_BUCKLAND ROADT M U Q. N OS 0) 2 O Cr) 0 0 X O 0) X N O Q 2 U _U tS1 S Q M O d' T T d' O O N O M LU O U to 3 v T C) Co U 0 OD 0 0 0 N 'o r U T 0 O 0 a 0 n -0 Z g00 TH E C/"1�LE CORPORATION AVON, CONNECTICUT DESIGN BUILDER ALT Hu ARE NET BUCKLAND ROAD • SOUTH WIND30R 4o CONNECTICUT JWM Architectural Group I m 13 =[COO :3 FUSS & O'NEILL INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com P.C. Land Planners 104 Neat Sheet Eltphur, CT M70 (M) 651.4971 Clock Tower Commses Bmwster, MY 10M (E45) 278-7424 F.A HESKETH ASSOCIATES - TRAFFIC ENGINEERING 104 F. A. Heeketh & AsW.6 hc. e c�a►,�wr eAooK. easr dater. CrcT oeosa CM t Tramp Bd"M Fwner.. L.andsape arcNbe�' b°r` FINAL DEVELOPMENT PLAN APRI 4, 2003 SITE WETLAND��w MITIGATION 'AREA n FUTURE DETENTION / �M BASIN Ev SOH GA71 EWAY DEVELOPMENT ZONE SHEET INDEX SHEET NO. TITLE LATEST REVISION General Information GI.0.1 TITLE SHEET 11/24/04 GI.0.2 KEY MAP 10/03/03 GI.0.3 APPROVAL, LETTERS 08/14/03 Civil Site CS.1.1 PLOT PLAN - PHASE 1 11/24/04 CS.1.2 PLOT PLAN - PHASE 2 10/03/03 CS.1.3 DIVISION MAP 04/18/03 CS.1.4 LOT LINE REVISION PLAN 04/18/03 CS.1.5 MITIGATION PLAN 05/29/03 Civil Gradin CG.1.1 EXISTING TOPOGRAPHY PLAN 05/22/03 CG.1.2 TOPOGRAPHIC MAP - PHASE 1 11/24/04 CG.1.3 TOPOGRAPHIC MAP - PHASE 2 10/03/03 CGJ A CONSERVATION PLAN - PHASE 1 10/03/03 CG.1.5 CONSERVATION PLAN - PHASE 2 10/03/03 CG.1.6 DRAINAGE AREA MAP 10/03/03 CG.5.1 EROSION CONTROL DETAILS 05/22/03 Civil Paviug CP.I.l SANITARY SEWER PROFILE 04/18/03 CP.1.2 MATERIALS PLAN - PHASE 1 (BY LADA) 05/21/04 CP.1.3 MATERIALS PLAN - PHASE 2 (BY LADA) 05/21/04 Civil Utilities CU.1.1 LIGHTING PLAN 08/14/03 CU.5.1 STORM SEWER DETAILS 11/24/04 CU.5.2 SANITARY SEWER DETAILS CU.5.3 WATER SUPPLY DETAILS Landscape Planting LP.1.1 LANDSCAPE PLAN - PHASE 103Y LADA) 05/21/04 LP.1.2 LANDSCAPE PLAN - PHASE 2 (BY LADA) 05/21/04 LP.5.1 LANDSCAPE DETAILS (BY LADA) 09[18/03 LP.5.2 PLANT LIST AND DETAILS (BY LADA) 06/03/03 Architectural �� AE.1.1 MAIN FLOOR PLAN / AE.1.2 LOWER FLOOR PLAN AE.1.3 EXTERIOR ELEVATIONS ARIA EXTERIOR ELEVATIONS LOCATION .MAP SCALE: V = 1,000' SOuv \PANpSORY ENO�N��n NO CERTIFICATION IS EXPRESSEPj%�0Rwgjjq'PLIED UNLESS THIS PLAN BEARS THE LIVE SIGNATUR, ,,®,,* C �kL°°40f, THE UNDERSIGNED. 015 ao SOUTH WINDSDF? ENGINEERING DEPT, Il ,y "aj-c- c)(- FINAL PLANS TOWN OF SOUTH WINDSOR Al rrwnQi=n clnM,&*rl 11= •.V •..Val{L�a�a/ Va Va Y'1a M.\4o PROJ. No.: 2C0�481.C10 DATE: 11 /08/02 T r.10 1 wawI rr. N ff IF 28 00 7 av*�-e otV c� o. rn O M 0 0 2 X 0 0 U ca Q 0 N N �i M O 0 W Y 3 .a T 0 0 U) 0 ,- U 00 0 0 0 N O U 0D d� O 0 N a c� 0 ABUTTING PROPERTY OWNERS FOR ECHN OFFICE BUILDING - EVERGREEN WALK (04/10/2003) Address Owner Mailing Address (if different) Mop/Lot Land Use 151 Bucklond St. Evergreen Walk, LLC 555 Main St., Manchester, CT 06074 27/15 Vacant 350 Buckland St. Asticon Investment Ltd. 17441 Ellington Rd, S. Windsor, CT 06074 38/5 Vacant 395 Buckland St. Woodcok, John J. III 38/1 Commercial 419 Buckland St. Cormon & Co. 51/34 Commercial / 152 Deming St. Somsel Properties Partnership 51/36 Commercial 246 Deming St. Calvary Church of the 400 Bucklond St., Manchester, Ct 06040 38/2 Commercial Assemblies of God ADDITIONAL ABUTTING PROPERTY OWNER FOR WETLAND APPLICATION Address Owner Moiling Address (if different) Map/Lot Land Use 116 Bucklond St. Bucklond Rood Assoc. & 395 Buckland Rd, South Windsor, CT 06074 27/10 4F/SF Williams Electric 108 Echo Ridge Dr, Vernon, CT 06066 130 Buckland St. Krowski, William 27/9 Single Family 190 Buckland St. Reichle, Earl & Barbara 247 Abby Rd., South Windsor, CT 06074 27/8 Vacant 179 Bucklond St. Wright, Bradford 251 Buckland Rd., South Windsor, Ct 06074 27/1 Vacant 206 Buckland St. Syme, Rosemary J. 27/3 Single Family 207 Buckland St. Luu Dinh Hoong, Nguygen Trang Thonh 27/2 Single Family 326 Buckland St. Schicvone,Steven&Luco,Kowa 9 Clifton Dr., Simsbury, Ct 06070 38/6 Single Family 335 Buckland St. Town of South Windsor 1540 Sullivan Ave., CT 06074 38/14 Vacant 43 Deming St. Soucy, Lionel & Margaret 33 Deming St., South Windsor, CT 06074 50/22 Single Family 47 Deming St. Kebolo, Andrian & Cheryl 51/44 Single Family 67 Deming St. Docruz, Pedro 51/43 Single Family 75 Deming St. Wisneski, David & Nathalie 51/42 Single Family 76 Deming St. Jones, Robert & Townsend, Phyliss 51/40 Single Family 83 Deming St. Desrocher, James 51/41 Single Family 112 Deming St. Dr. Stephen Hershcopf & 51/38 Commercial Wayne Gerlt 10 Robin Wood Way, S. Windsor, CT 06074 51/38 Commercial 112 A Deming St. Hershcopf, Steven 112 Deming, Unit A 51/38 112 B Deming St. Gerlt, Wayne Christopher 10 Robins Wood Way 51/38 112 C Deming St. Gerlt, Wayne Christopher 970 Foster St. 51/38 130 Deming St. Grilli, Gary & Jean 80 Berle Rd., South Windsor, CT 06074 51/37 Commercial R017 Clark St. Waldron, Stanley 859 Clark St., South Windsor, CT 06074 37/7 Vacant 610 Clark St. Dinse, Merle & Audrey 37/8 Single Family 500 Clark St. Hood, Donald 37/10 Single Family Jean Marc Jacques 658 Ellington Rd., South Windsor, CT 06074 25/30 Vacant I / / I L� / / / / / I / � I I � I i #419 #76 � -e� r _ (1-1- _�: I• ,. 1L11 Z /1 I uwl r n I f 1 YEA F' LINE m ) _ L \ 4 1'1 t 1 I00 -_ `/`\,l ' 'V \�/ ---.- r^Y. r^, I9t'� LY -A- 1' , 1�• i,. /� \\\ , A. #43/ J •C 11 S CCU\` ! 4 ` ` #3-35 \ F' °l 1 t /) 'ttMPORARY DETENTION BASIN TO BE REMOVED AFTER (.^,� CONSTRUCTION OF F ETEN11ON BASIN #3 � R017 Jvv 179 Tr { #151 WETLANDS MITIGATION AREA I I FUTURE DEVELOPMENT DETENTION BASIN 3 — — — #500 I I #500 0 4.0 M 2� SITE IS AT THE INTERSECTION OF BUCKLAND ROAD AND DEMING STREET I I •e r- tl,1 i�l dJ 2 ryl A 4 't•!;7�''1 ' L i Z: 0_ Li FU z _0 ch z m Lj 00 —I a_ C) z W(nlfz Co tIUUQ o CASLE LEGEND�.f\ - 200 -- EXISTING CONTOURS Land Planners -_-- —PrA-?M nononCCn PnKlTn1,DC rnvr vAcv �rvlvivviw 104 west Street Shnebuy, CT 06070(S60) 651-4971 TREE LINE Clock TEXISTING Br, ter,NNY1050Com9 ((8845)278-7424 PROPOSED CLEARING LIMIT (APPROX.) —� CONSTRUCTION HAUL ROUTE — — PROPERTY LINE FUM & O'NML INC. $ PROPOSED SANITARY SEWER LINE Consulting Engineers T PROPOSED TELEPHONE LINE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 yy PROPOSED WATER MAIN (860) 646-2469 G PROPOSED GAS MAIN E PROPOSED ELECTRICAL SERVICE PROPOSED TYPE "C-L" CATCH BASIN 00 ` PROPOSED TYPE "C" CATCH BASIN ry PROPOSED CURB O Q PROPOSED LIGHT 0 PROPOSED STORM MANHOLE PROPOSED STORM DRAIN PROPOSED SANITARY MANHOLE w -6 PROPOSED HYDRANT Uj PROPOSED BITUMINOUS CURB A A �i PROPOSED RETAINING WALL z EXISTING DECIDUOUS TREE N� EXISTING EVERGREEN TREE o EXISTING UTILITY POLE U ' 0WG EXISTING WATER GATE VALVE v QT EXISTING TELEPHONE MANHOLE V11,1 EXISTING HYDRANT EXISTING CATCH BASIN S EXISTING SANITARY MANHOLE ULI () EXISTING STORM MANHOLE ------ S ---- - EXISTING SANITARY SEWER LINE - -- -- T --- -- - EXISTING TELEPHONE LINE -- - r ------------ EXISTING WATER MAIN t -- -- = ---- ---- -- EXISTING GAS MAIN v FYI¢TIN(, FI FCTRI('.AI SFRVICF TOWN WETLANDS LINE r PROPOSED EROSION CONTROL MAT W Q 4, PROPOSED CONCRETE WALK f� v x PROPOSED FENCE SF PROPOSED SILT FENCE B W PROPOSED HAY BALES 0 FINAL PLANS TOWN OF SOUTH WINDSOR AUTHORIZED SIGNATURE LVI 000C)00050 O O N N toz--\ \ \ \ 0 of 0o0000 0 o o C> N n 2 co O O � m LEI z Q w F_ Q O a v x cc 0 1n o a G1,0,2 ZONING DATA: BUCKLAND ROAD�ATEWAY DEVELOPMENT ZONE REQUIRED PROPOSED MINIMUM LOT SIZE 3.0 ACRES 4.26 ACRES Q MINIMUM LOT AGE 200 FEET 272 FEET MINIMUM LOT DEPTH 200 FEET 600 FEET JWVI MINIMUM FRONT SETBACK 65 FEET 65 FEET Architechural MINIMUM REAR SETBACK 10 FEET 10 FEET MINIMUM SIDE SETBACK 25 FEET 25 FEET W Group BUILDING SIZE, GFA 38,500 SQ. FEET MAXIMUM STORIES 4 STORIES 2 STORIES MAXIMUM BUILDING HEIGHT 60 FEET 53 FEET Y MAXIMUM LOT COVERAGE 60 % 4.5% NUMBER OF PARKING SPACES 190 SPACES 192 SPACES MINIMUM LANDSCAPED AREA 10 % 11.1 % IN PARKING LOT — TOTAL MINIMUM LANDSCAPED AREA 12 % 16.5 % IN PARKING LOT — BUCKLAND ROAD FRONTYARD * INCLUDES EXPO, ECHN, AND ENTIRE EVERGREEN WALK PROPERTY � !"=sF�%�.''�`' ,�x� tN�in`�.�✓��• "'w...l d j �r��'4,.1 +�w.+8i �&..g.// cC�.4�b„�"i` 1 ` : u1 1.5 0 SUI WIL-AN AVENUE� SOUTH WIN1 }S0R. CT 06074 `'asc •r�o � 'fEl..EPii01eE 860) 644-251.1. duly 0,2003 Fuss & () Net11, Inc. 146 Hartfbrd Road Manc;llester, CT 06040 !•t..ttr: Jay Giles i RE: Eastern Connecticut Healthcare Network Deming Street Solon, Winisor, (:'l' 06074 Bear Mr. Gles: i The South � indsor Water Pollution Control Authority, at its special ineeting of July 212, 2003, gave approval €`or the comiection to the 'I`ownn's sewerage system of a commercial building located on Dernin i Stme.t, as more specifically shown on plans entitled "Topographic flan— Phase I Eastern Connecticut Healthcare Network" prepared by puss & O'Neill, lnc., Project No, 00-43ICI €l. I)rawing No(s)CG.I 2 dated 4-04-03 revised 4-1 g-03, 4-24-03, 5-15-03, 5-22-03, 5-2 -03, 6-03-03, 6-1 l -0-1, and subject to the following conditions: I . Sa:fe practices and procedures be instituted to ensure the protection against pollution, including. the consideration of'the "General Guidel.incs on Development of Fortner Agricultural Properties", dated N11arch, 1999, and any other guidelines that would apply to this prole ct. 2, The installation of a lateral at Station -100, as designated on tli:; map. 3. 'Technical approval of the 'Town Engineering Department. 4. lanai. Authority approval. and acceptance of the sanitary sewerage connection will be giver once the server litre has been installed and inspected by the'l'own 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 apptoved by the Authority, and meeting all Totx,•r+ regulations and i appropriate technical specifications relating to sanitary sewer construction. This approval letter crust be superimposed on the final approval plans. I .'G.r y truly yours, i I � r Josh J. Carino,(t�hairman Wiser Pollution Control Authority j JJC:dd € C: Matthew Galligan, Town Manager Michael J. Gatttick, Director of Public Works Jeff 1)oolittle, Town Engineer Marcia l3anach, Director of Planning j John Collins, Chief Building Inspector i F erareen Walk, l..LC DOVE 0P S-ou.t.•%z ?din-dAn& 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 AREA CODE 860 t 644-2511 CERTIFIED MAIL, July 24, 2003 Mr. John Manners The Casle Corporation 200 Fisher Drive Avon, CT 06001-3739 Re: Appl #03-21P, Eastern Connecticut Healthcare Network (ECHN) Dear Mr. Manners: We are pleased to advise you that at its July 22, 2003, the Planning & Zoning Commission: approved with modifications the above referenced application for a Site Plan of Development. This approval is for the construction of a 40,000 square foot medical office building on property located on the west side of Buckland Road, south side of Deming Street, OD zone as shown on plans prepared by Fuss & O'Neill., Inc, lob No. 200048LC10, dated November 8, 2003 as revised. This approval is subject to the following modifications: l . Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Comnnission, including bonds in the amount of $20,000 for erosion and sedimentation measures, $25,000 for stormwater structures including detention, and $100,000 for the wetlands mitigation project. 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1,1.1 of the Zoning Regulations. 5. Footing drains are required if the building has a basement. 6. A landscape bond in the amount of $5,000 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 authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary server, which can only be granted by the Water Pollution Control Authority. 9. If a State Traffic Commission certificate is required, no building permits will be issued until the certificate has been. issued (per CGS §14-311). 10. The building street number must be included on the final plan. l t 'Pl1ta i'n]:rn i•`i.,.,f>,nsa,-fn „�.., ...t.., • .., +..,. s.-1111 L&151xnvl a Ivv]c:w 4 V11111LV11ti WALUiLLJU1,y 1 4 200.5, must be addressed to tine -town Engineer's satisfaction. 12. Concrete pad detail needed for dumpster. 13. Lighting must be added along the main access drive. The site lighting detail must specify that all lighting fixtures are full cutoff fixtures. 1.4. Decorative lighting must be substituted for the shoebox fixtures, 15. Sidewalks, ramps, and crosswalks must provide for integrated site access. ire n 1;a, ruixtrig wiinin ua frontyard setback must be eliminated. Parking lot modification to be reviewed by the Commission. Black and white transparent mylars of Sheets #CS l .1 and CS 1.2 with the above modifications, together with three blueprint copies of: the entire set of plans must be submitted to Us Commission within 30 days to be stamped and signed, The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the myla.m. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, 4 . I ///I d &�-� Kevin McCann, Chairman Planning and Zoning Commission KMcC/kah cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Alan Lainson Jav GrilP.4 I i I t --own, Ole -OU A vl�� 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 �6a AREA CODE 8601 644-2511 I � l i July 21, 2003 i l i Certified 470001670000775519706 i Mr. John Manners 'nie Casle Corporation.. 200 Fisher Drive Avon, CT 06001-3739 RE: Appl. #03-21P -- The Casle Corp. -svestcrly of Buckland road, and southerly of Deming Street, GU, Gateway Development zone Dear Mr. Manners: At the July 16, 2003 regular meeting, the Inland Wetlands Agency/Conservation. Commission approved with conditions application #03-21 P -- Buckland Road — Inland Wetland/Conservation Commission application to construct a medical office building, parking lots, stormwater structures, and associated improvements on property located westerly of Buckland .toad, and southerly of Deming Street. GD, Gateway Development zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to planning ,& Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation,, or use. 3. The permit is valid for five years and shall expire on July 16, 2008. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the C"onnimission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. fi. The rain garden shall be constructed under the supervision of Dr. Clausen. 7. A maintenance plan be developed and implemented for the rain gardens, The implementation will be the responsibility of the landowner. 8. Any onsite topsoil. that is to be used for landscaping or the mitigation area must be tested for contaminants consistent with the historical agricultural use. 9. We reconiimend a bond in the amount of $20,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control :Measures. 10. We recommend a bond in the amount of $25,000 be submitted to the Planning & Zoning Commission to ensure installation of the stormwater structures including the detention basin. ] l . We recommend a bond in the amount of $100,000 be submitted to the Planning & Zoning Commission to ensure creation of the mitigation area. "the mitigation area is to be monitored for three consecutive years to insure the proper establishment of the proposed plant community. Any disturbances caused to this area will result in the continuation of the monitorin enod until the three consecutive year monitoring g p y - � b period can be completed. 12. The recommendations from the Town Engineer listed in the July 2, 2003 memo must be incorporated into the plan. 'very truly yours, ElizabiDWETLANDS arren, Chai erson INLA. ACED aCTi7`iCPi2VA"( TWINY rin*KA'AdtCc A, �..VA�1Ai141.1\ EW:dr Cc. Fuss & O'Neill FINAL PLANS I OWN OF SOUTH WINDSOR AUTHORIZED SIGNATURE z� o� U ry w Z �z m O0 Ld _l n U Z WU)C(-Z CD OU Fn I=- U Q o CASLE Land Planners 104 West SVaet Slrnebury, CT 06070 MM 651-4971 ClockTower Commorre Bmwster, NY 10509 (845) 278-7424 FUSS & O'NEU L INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860) 646-2469 Y Orf H w z w U F- J Q W H U Z W Q W Z O in O Ld co ryO U W Z Z O U _o U OD o � � � o o co Z >- m U Z W J 7) a 0 p (n 0 tL G1,003 JWM Architectural Group L-I 0D 00 O N 0 CM U C. N 63 0 M M 00 X OO N x N O Ci U N <0 N O CD CM Q 0 N LO O w 0 J 3 v 0 0 0 r _U M O O O i O U 00 0 O 0 N a 0 z c) -I 0 z AND SVPv�N� SITE LOCATION MAP NTS MAP REFERENCES 1) TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM CATHOLIC CEMETARIES ASSOCIATION OF THE ARCHDIOCESE OF HARTFORD INC. BY THE STATE OF CONNECTICUT BUCKLAND ROAD SCALE 1"=40' DATE JULY 1991 ROBERT W. GUBALA TRANSPORTATION CHIEF ENGINEER SHEETS 1-4 OF 4 2) PROPERTY OF CATHOLIC CEMETARIES ASSOCIATION OF THE ARCHDIOCESE OF HARTFORD, INC. BUCKLAND ROAD, SMITH STREET & DEMING STREET SOUTH WINDSOR, CONNECTICUT SCALE 1"=100' DATE MARCH 1967 OFFICE OF HAROLD R. SANDERSON BLOOMFIELD, CT. 3) ALTA/ASCM LAND TITLE SURVEY EVERGREEN WALK, LLC BOUNDRY PLAN BUCKLAND ROAD, SOUTH WINSOR CONNECTICUT DATE 12/12/00 SHEET 1 THRU 4 SCALE 1"=100' REVISED 11/27/01 PREPARED BY FUSS & Q'NEILL INC. LEGEND �S SANITARY MANHOLE O EXISTING DRILL HOLE iJD STORM MANHOLE 11 EXISTING MONUMENT DE ELECTRIC MANHOLE oWG WATER GATE QT TELEPHONE MANHOLE FIRE HYDRANT CATCH BASIN UTILITY POLE 0 FLAT TOP CATCHBASIN GUY WIRE DOUBLE CATCHBASIN �— SIGN Cc] END oGG GAS GATE a WELL OO EXISTING IRON PIPE 0 EXISTING LROD OR I.PIN C-1 TELEPHONE HAND HOLE z c g II II II 0-0-0— SURVEY 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. BOUNDARY LINE THE TYPE OF SURVEY PERFORMED IS A BOUNDARY, AND IS INTENDED TO DEPICT THE POSITION OF THE EASEMENT LINE BOUNDARIES WITH RESPECT TO ALL MONUMENTATION FOUND, AS WELL AS THE NEW PARCEL FORMED BY TAKING A FIRST CUT FROM THE ORIGINAL SIXTH PIECE, BOUNDARY DETERMINATION IS BASED ON A EDGE OF WATER DEPENDENT RESURVEY. CURB THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. OVERHEAD WIRES FENCE STORM DRAINAGE PIPE CF9N/�/A,''isiy -- -- STREETLINE BUILDING SETBACK LINE TO MY KNOWLEDGE AND BELIE%C+Tki; CORRECT AS NOTED HEREON . BSTANTIALLY INAL SIXTH PIECE 906.04 S.F. 7 AC. SIXTH PIECE 192.19 S.F. ) AC. TH PIECE 713.85 S.F. AC FINAL PLANS TOWN OF SOUTH WINDSOR AU T rIUKI[ED SIGNATURE 100 0 100 200 300 SCALE: 1 " = 100' Of LlJ z� O� U ry W I—' U Q z z m LJJ O0 v _l CL z LLI I=—UOUz o CASLE Land Planners 104 West Street Slmsbury, CT 06070 WBO)651-4971 Clock Tower Commons Srowstt , NY 10509 (645) 278-7424 FUSS & V ELL INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860) 646-2469 Y ~ o U � U w z W z � Z U �2 H J Q W 17 U � Z O Lu p ~ Z w 0 Z O o CO LLJ o ry T O 00 O J �i Q 11 � PQ U LLI -i 3 i— Q Q 0 Q U Q' ry A 0 A d CS13 Tw7Vl Architectural Group LAWRENCE R. GEISSLER, J °-,a S U FAQ `.y1 i co C* N 0 U C. CD i C r a oC } i C c a a Q C C C 9 �} UU C L Z C cc 1 C C C CS G 9�r O o�Z STREET O� o 0 y&UC o� AND RO O PVEN Z Za o � O 7 �oG�F A a �� SITE LOCATION MAP NTS MAP REFERENCES 1) TOWN OF SOUTH WNDSOR MAP SHOWING LAND ACQUIRED FROM CATHOLIC CEMETARIES ASSOCIATION OF THE ARCHDIOCESE OF HARTFORD INC. BY THE STATE OF CONNECTICUT BUCKLAND ROAD SCALE 1"=40' DATE JULY 1991 ROBERT W. GUBALA TRANSPORTATION CHIEF ENGINEER SHEETS 1-4 OF 4 2) PROPERTY OF CATHOLIC CEMETARIES ASSOCIATION OF THE ARCHDIOCESE OF HARTFORD, INC. BUCKLAND ROAD, SMITH STREET & DEMING STREET SOUTH WINDSOR, CONNECTICUT SCALE 1"=100' DATE MARCH 1967 OFFICE OF HAROLD R. SANDERSON BLOOMFIELD, CT. 3) ALTA/ASCM LAND TITLE SURVEY EVERGREEN WALK, LLC BOUNDRY PLAN BUCKLAND ROAD, SOUTH WINSOR CONNECTICUT DATE 12/12/00 SHEET 1 THRU 4 SCALE V=100' REVISED 11/27/01 PREPARED BY FUSS & O'NEILL INC. SS) SANITARY MANHOLE DO STORM MANHOLE QE ELECTRIC MANHOLE TQ TELEPHONE MANHOLE CATCH BASIN FLAT TOP CATCHBASIN DOUBLE CATCHBASIN ® FLARED END EXISTING IRON PIPE 0 EXISTING LROD OR I.PIN LEGEND O EXISTING DRILL HOLE I] EXISTING MONUMENT oWG WATER GATE -6- FIRE HYDRANT UTILITY POLE GUY WIRE v SIGN oGG GAS GATE W� WELL 0 TELEPHONE HAND HOLE II II II 0-0-0- BOUNDARY LINE EASEMENT LINE EDGE OF WATER CURB OVERHEAD WIRES FENCE STORM DRAINAGE PIPE STREETLINE BUILDING SETBACK LINE 'IECE 5,38 S.F, IT AREA FIRST PIECE -.57 S.F. PIECE .85 S.F, IT AREA EIGHTH PIECE ?.66 S.F. J• SURVEY NOTES: 1, THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVf YORS, INC. ON SEPTEMBER 26. 1996. THE TYPE OF SURVEY PERFORMED IS A PROPERTY SURVEY, AND IS INTENDED TO DEPICT THE POSITION OF THE BOUNDARIES WITH RESPECT TO ALL MONUMENTATION FOUND, AS WELL AS THE LOT LINE REVISION BETWEEN THE FIRST PIECE AND THE EIGHTH PIECE. BOUNDARY DETERMINATION IS BASED ON A DEPENDENT RESURVEY. THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2, TO MY KNOWLEDGE AND BEI € BSTANTIALLY ��- CORRECT AS NOTED HEREO ;... s' yaF��'�; r C 100 0 100 200 300 LAWRENCE R. GEISSLER, -o L.S. 3 7 SCALE: 1 = 00 00 r> , �d®104 a l liillw% z� O� _U 0 W L U Q z _J � ry z m Wp0 J0-v z W(n[If z O W I=—U(UQ o CASLE Land Planners I Skneburv,CT06070 (860)851 ri971 Clock Tower Commons Brewstor, NY 10509 (645) 278-7424 FM W V1\LRL INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860) 646-2469 Y ~ O U R�: U w z W z � Z U O H J Q W 2 z 0 � U) w p ~ Z w 0 z O rn in >� LLJ -t ry(D v U � 00 O � II U Z Ld LIJ 3 <L U A N A d CSIA J/ I LIl Architectural Group Eu El� ILI FA !N: \ \ i U� \ \ \ \ 10 \ \ \ \ \ � ' \ �_- ' � \ \ / ` �- __ �� ' ` . -- IRV- / \ ' -74 -- -- ) --~ ' ~ ,40 � | '/ANw` « '1 \ PROPOSED MITIGA11ON AREA COMBINATION WET MEADOW AND -DEEP WATER MARSH DEEP WATER MARSH EL. 70 — 71 --SHALLOW WATER MARSH EL. 71 — 72 -WET MEADOW EL. 72 73 f If � / '- " ---" �--- K N \ / . / -_~ �.` ~ \ .... � \-6^X6^ NESTING ISLAND /TYP.\ FUTURE DETENTION BASIN #3 _77- WETh1ND CONSTRUCTION DETAILS / / \ \ �}{����� ������\ \��i� ����]]�T - \���/ ���-1���/ ���� ��P��\4�� THE CONSTRUCTION OF THE WETLAND. GROUNDWATER MONITORING PIPES WILL BE INSTALLED IN THE AREA OF THE CREATED WETLAND TO MONITOR THE GROUNDWATER ELEVAllONS, THE GROUNDWATER MONITORING PIPES WILL BE MONITORED THROUGH AUGUST. THE GROUNDWATER DATA WILL BE EVALUATED AND THE ELEVATIONS, AS SHOWN ON THE PLAN' WAY BE ADJUSTED. THE SEDIMENT FENCE WILL BE INSTALLED IN THE AREA SHOWN ON THE PLANS. THE CREATED WETLAND WILL BE CONSTRUCTED IN A FIELD. NO TREE OR SHRUB CLEARING WILL BE DONE. AN EXCAVATOR WILL BE USED TO CONSTRUCT THE WETLAND. EIGHT INCHES OF TOPSOIL WILL BE PLACED IN THE CREATED WETLAND TO PROVIDE A SUITABLE SOIL MEDIUM FOR THE ESTABLISHMENT OF HERBACEOUS WETLAND PLANTS. THE TOPSOIL IN THE FIELD WILL BE USED IN THE CREATED WETLAND. NO TRUCK OR TIRE MACHINES WILL TRAVEL ON THE TOPSOIL ONCE PLACED IN THE WETLAND. MICRO -TOPOGRAPHY WILL BE CONSTRUCTED IN THE WETLAND TO PROVIDE VARYING HYDROLOGY FOR THE VARIOUS WETLAND PLANT SPECIES. THE MICRO- TOPOGRAPHY WILL VARY 4" - 12". SEVERAL SMALL POOLS /8' X 8'1 WILL BE CONSTRUCTED IN THE WET WEAD{)YV AREA. STUMPS' LOGS AND BOULDERS WILL BE PLACED IN THE WETLAND TO PROVIDE STRUCTURE FOR VY|LDL|FE, R|CHARD 3NARSK| WILL DETERMINE THE LOCATION OF THE STRUCTURES DURING THE CONSTRUCTION OF THE WETLAND. THE WETLAND PLANTS WILL BE INSTALLED ONCE THE CONSTRUCTION IS COMPLETED. THE LOCATION OF THE PLANTINGS WILL BE DETERMINED BYR|(|HARD 8NARSK| AFTER THE WETLAND IS CONSTRUCTED. THE SPECIES SELECTION AND QUANTITY MAY NEED TO BE ADJUSTED. THE WETLAND WILL BE MONITORED FOR J FULL GROWING SEASONS. THE MONITORING REPORTS WILL ADDRESS THE SUCCESS OF THE PLANTINGS AND PRESENCE OF INVASIVE PLANT SPECIES. THE REPORT WILL ADDRESS ANY REMEDIAL MEASURES WHICH NEED TO BE TAKEN. PHOTOGRAPHS WILL BE TAKEN FROM A FIXED LOCATION DURING EACH MONITORING PERIOD. THE WETLAND WILL BE MONITORED 3 TIMES A YEAR IN EARLY MAY, JULY. AND AUGUST. EXOTIC INVASIVE PLANTS AND CATTAILS WILL BE REMOVED FROM THE B|[}F|LTER FOR 3 YEARS' SPECIES WHICH ARE PRONE TO INVADE THE WETLAND ARE PHRAGM|TE8` PURPLE L0OSTR|FE AND CATTAILS. MULT|FL0RA ROSE AND AUTUMN OLIVE WILL ALSO BE REMOVED AROUND THE UPLAND AREA OF THE WETLAND. THE EXSllNG PHRAGM|TE PATCH GROWING IN THE WETLAND SOUTH OF THE WETLAND CREATION AREA WILL BE ERADICATED WITH THE HERB|D|CE "RODEO". HERBACEOUS WETLAND PLANTS TO BE INSTALLED IN CREATED ��T|4ND^ ''^-'^~^`~^ BOTANCIAL NAME ACORVS CALANUS AL|SMA PLANTAG{}-AQUAllCA UARLX U{)k4[)�;A CAREX LUPUL|MA CAREX LUR|DA CAREX SllPATA CAREX 8TR|CTA CAREX UTR|CULAR|A CAREX VULP|N0DEA ELEOCHAR|S AC|CULAR|S |R|3 VERS|C0LOR JUNCUS EFFUSU3 PELTANDRA NRG|N|CA PUNTEDER|A COROATA SAG|TTAR|A LAllFOL|A SC|RPUS CYPER|NUS SC|RPUS VAL|DUS SPARGAN|UM ANDROCLADUM COMMON NAME QUANTITY SWEET FLAG 1.100 WATER PLANTAIN 2 L8S SEED BRISTLY SEDGE 1.500 HOP SEDGE 1'000 LURID SEDGE 1'200 AWL -FRUITED SEDGE 600 TUSSOCK SEDGE 2.000 BEAKED SEDGE 800 FOX SEDGE 1'000 LEAST SP|KERU8H 300 BLUG FLAG |R|3 1.500 SOFT RUSH 1'300 ARROW -ARUM 2.700 P|CKERELWEED 1'400 ARROWHEAD 3 LBS. SEED WOOL GRASS 1`200 SOFT -STEM BULRUSH 1.000 BRANCHING BUR -REED 2.500 ��N PLANS m-mN���� Nr�=����� TOWN OF SOUTH W8NDSOR AUTHORIZED SIGNATURE �� � �_� oU ry Ill ~ _� �_ ' U O _� °�� -^ Z _ D [�� in�Z woo ~~ U � z —°���O -� `^^�> � � �� I_��< 0 Land Planners| Clock Tower Commons �7�0�� INC.~��� �� ��^"������ ��`� Cons-Wtinq EMineers 146 HARTFoRD wAwo*sSTEn. oowmsonooroso4n | (n*o) a**-c*sy � %e N � LU _�" �� �U �� � =�.N �� z 0 �� �� � � �� �� ��� ��� ��� �N �� ND w z Uj � IL OD OD C:> rn z 0 0 LLI F- ` 0 C) -j t1 ` z z LLJ 0 0 FINAL PLANS () 0 z '7� TF 84.R \ \ TOWN OF SOUTH WINDSOR LLJ (n AUTHORIZED SIGNATURE T CB > 01 15"RCP,E&S < IN V== 79,C-, 0 O C) Q < L 4T -43 ­54 CALE P— �-,18"RC ` \ \\ \ �;, \ —� — .STEPHEN HLRS466pr-.-- kr�- ez UA STMH WAYNE CHRISTOPHERG6�Ct STIVIH T - 4-52)�- TF=91.28 Land Planners CB INV=I N ACCESSIBLE INV=86.96,-I5"RCP,N 104 WMI: StnMt TF=82.87 SIMSbutY.CT06070 (860)651-4971 INV=79.19,3"CPP,W CB Clock Tower Commm BrewsW, NY 10509 (845) 278-7424 TF=90.85 INV=78 96 ' 19"CPP,E INV=86.59,15"RCP,S IV=79 12,15"RC-P,E INV=86.95,15"RCP.E INV=86.50,15"RCP,W I \ \ FUSS & ONEELL INC. T 4. 3 1 Consulting Engineers INV= ACCESSIBLE -DI 'X T-F=-.-90.96 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 8 6. 0 B�, 1 --=Z R C P N/F 4f (860) 646-2469 WILLIAM KRAWSKI , ­716 D=877,31 570f F CB -zz L=61.11 TF= 100.97 A, L INV=97.2-3,1 "'RCP,S QL 5"RCP,E z CARRIVION & CO. R=40.00 INV-­97.2.3,1 N/F CH==55.34 INV=96.97,15"RCP,W S78*09'41 P)W STKII N/F pv ­`N/F 'l SAMSEL PROPERTIES PARTNERSHIP r7— i 7.lbl, 15 EVE GREENWALK, LLC-- IRv- -ROP.N / STIVIH C"-DI TF=108.26 TF= 107.85 cc I I �X' -)lr n -C3 a INV= 104.27,15"R P,N INV=1 03.82,1 5"RCP,S TF=101.01 r- 00 1 N V= 103. 90,15" R CP, W LU NV=98 71,1 V k'R(-P ' / i i / % / / ' /,. / / /; `\ �.- �\ // ; D=47-16'53" "C"-DI L=143-69 S58*04'21 "E 07.95 11 3. �-< R== 174,12 100 YEAR FLOOD LINE F Uj V-Iri.5�RGP N/F D=17*0 CH.= 1,39,64' ry JOHN J. WOODCOCK, III L=116 0 C3 oil�qiR==390.0)0 S42'44'46"E z L.CH.= 115.a O 4 /�A-J 12 f S65' 8)08,,% 7" TAKING LINE AND SLOPE LIMIT (GRANTEE- TOWN OF S.W.) 9" "o 4 it (GRANTOR- CATHOLIC CEMETERIES) A-11 3 -122-- %§ # 0 ye, /Z Uj h, CA rp -y ry 'T CIV ov ry 7— 00 A z ry j-) 'k co ov 0 Uj f 1110 2D, r 00 & Z�z , 1�, NN f I I -1� - I I I `\, h" Z U) -'.,. \\ \ J 1' / / / / / / /' f I -/ f / / / l l �A -iX3 0 Uj \1y Aj3d 4, 0 § Z ;<z C, 0 -T1 A- �2•m C, f 0TH2 REENWALK, LLC% 11 j?`33 tK 0' 10 c: EVERG N/F C ---84 x 0 J� co '(0 44' ux 7 1 0 j U-) C> C� 0 CO (\J zz C*4 86 /& A C> LLj f If k 'SURVEY NOTES: R, A000, ftGULAT(bNS ONNECTICUT STATE AGENCIES 36 C) 1. THIS MAP HAS BEEN PREPARE, PURSUANT TO THF,-- OFj�' CID W) SECTIONS 20,�-ZOOb-1 THROUGH 20-3OOb7-20 AND THE "STANDARDS F011 SURVEYS AND MAPS IN THE CY IN STATE-OF-cbNNECTICUT"� AS PREPARED -AND ADOPTED BY TH,�- -ON ECTICUT ASSOCIATION OF/LAND 41 4 'P'?SOkVEYORS, INC. ON SEPTEMBER,26," 1996. z, THE TYPE OF SURVEY PERFORMED IS A BOUNDARY -MI) TtPOGRAPHIC �U�VEY, AND IS RtN�E:D TO/ > DEPICT THE POSITION OF THE BOUNDARIES WITH -- RESPECT TO ALL MONUMEk*,A-nON' FOUND, ST�U- -N A) CTURES, VISIBLE UTILITIES, ROADWAYS, AND; CONTOURS; BOUNDARY DETERMINATION IS'64SED ON A DEPENDENT w z Ld RESURVEY. 3: -D Ut I I < 0 Q0 < A THIS PLAN CONFORMS' TO HORIZONTAL ACCURACY CLASS A-2, AND VERTICAL AC6URA CLASS '1 -2 V) 0 Q. CID e SS 13 lopfirI 0 4 6 ed !I ` \ / j' I / ```' / / 1 / �/ I I j I y� \i AP HAS BEEN PREPARED PURSUANT TO REGULATIONS OF CONNECTICUI\,STNTE NNCI�S­ - '' — — — _-a_— �- 1 , , 1. THIS M r TH 4 THE�REGULAT -AGE N 8 SECTIONS 20-300b-1 THROUGH 20-300b-2b AND THE", "STANDARDS FOR SURVEYS AN'b-VAPS IN THE 46wv TH4 STATE OF CONNECTICUT,: AS PREPARED AND 'ADOPTED 13Y THE CONNECTICUT ASSOCIATION OF LAND THE TYPE OF SURVEY PERFORMED IS A BOUNDARY, -DEPI TENDED TO% 4.66 \,BOUNDARIES WITH -'By _ _ \. _� 1 1 _ _��-` / �� CG81.1 1 1 I I 1 4 i 1 `� -25'49", SURVEYORS, INC ON SEOTEMBER �6, 1996. -z�izj ANb IS IN CT *E POSITION OF Ot NEW %PARCEL" FORMED RESPECT TO ALL UMEN�ATION FOUND, AS WELL AS THE TAKING A FIRST CUT FROM THE OR I= SIXTH PIECE. 'BOUN DARYDETERMINATION IS, BASED' ON A i y DEPENDENT RESURVEY. -81 IRON 'PIW; (TYIP VI J "///A,T2jCORNERS AND, L J THIS PLAN CONFORM§ TO HORIZONTAL!, ACCURAI�Y CLASS A- 2. MbLE�) OOINT1 O 10�1 1, ' 4 L 10 ND BELIEF, THIS MAP SUBSTANTIALLY T0 CORRECT NN M)TQ Architectural 'F­ J. 23i r % / / // ���� / / / ` �,,o ( / / i _\ y / •���J / /\ — 17 / / \ � \ \ \ ^� • 1— ` -� rl �� 1 \V✓" 1 \ I\ \ \` Jwm To ��EDGE A LL S_ x, RRM HEREON. BRUSH LINE (TYP.) 91 4 0) -70 Group x b� LAWRENCE­ R. GEISSLER, JRI�l S. 2.42 , CH== r. W, f N ........ env*? TAKING LINE AND §4 M. SLOPE LIMIT 31 49 107 (GRAN TEE---�, TOWN OF S.W.) 5 0 CATHOLIC CEMETERIES 14, S (GRANTOR RIES) ,�5"F cri 7 DRAINAGE EASEMENT Nn 9no4l (GRANTEE-' TOWN OF Sx)", JAY J. ,GILE!9� Vc SP -,PI-16ENSE NO. 8936 1 N/F (GIRXNTOR-�- CATHOLIC CEMETERIES) EVERGREENWALK, LL C x -- - ---< / I , - " 4 Q0 CB; TF=82.73 INV=78.32,1 R P,N)VV Vv---�78­33, 15"R PV �'4,11PVC, INV=78.3 4� 6> k 1 0 T OBERT" -cs C -PHYLISS TOWNSEND' CB TF=82.68 INV=78.02,--"CPP,W INV= -/8.'16,15':RCP,W INV=77.84,18"RCP.SE INV=77.48j5"RCP,N — C+M U c. i rn a� 5 0 M CD O 0 X N O U (D m Q n M CD mot• 0 0 0 CM IA CB \ .,CKING PIT TB=82.73 + SANITARY SEWER LINE TO BE \ , %1 z -l' INv=78.32,1 P,rl`ty_ JACKED UNDER CULVERT 1\ TORM STRUCTURE TABLE O \ 1 m=78`33,15"R \:\ �- INV=78.3�,4"PVC,�n�.-.a TF8--82.6%' \ � » „ CB-6 » — ~ c *00 \ N/I INV=78.02,8"CPP,`N / \ TYPE 0,, \CB TYPE C-L CB F w RflBERT JOKE & TF= Z - TF= 102;5 TF= 109.50 Q INV. OUT'- 98.25 INV, IN �HYLISS• TOWNSEN � _cl _-- INV-77.84,18"RCP.SE / \ � (SW)= 106.06 z INv=77.48,15"RCP,N NATURAL CLAY DRAINAGE \ 1 INV, IN (SE)= 106,15 w o oo STOPS PER TOWN DETAILS _ \ \ CB-1A INV, OUT= 106.05 J _ AND SPECIFICATIONS ; \ / INV=15"R 'P,E&S 1 �,90 "-\18"RCP � / I -81-\�? \ /� STEPHEN HERSH.C� STMH �\ 3, \�� •� `"/1;; ¢y�STH 0o �� a n WAYNE CHRISTOPHER GERM / TFM91 28 I TYPE "C" CB ', Z_ LI_I V) cl� Z TF= 102. 7 3 CB- 7 "C" INV. IN =8, TYPE CB U > C PLANS ; INV, OUT=98.3\3 TF= 112.9 ct',wieL � •••ram �N(INDSOR 1 CB-2 \ iivv. iiv= i08.65 \ TOWN OF S SIGNATURE 1 TYPE "C" CB `1 wv. OUT= 108.55 \ AUTHORIZED TF= 102.4 @ CB-8 A L E ' Y 1 INV, IN= 98.9Q', TYPE "C" CB INV. OUT= 98 9.0 TF= 122.15 , DATE: ,1 CB-3 \ INV IN= 116.14 INV. OUT= 116.04 rry „ TYPE C—L CB \ „ TF= 110.60 CB-9 Land Planner T - -4 52 I / \ 0 "s! \ ( » „ ,oawescstreet CB INV=INACCESSIBLE / I `� \ \�,� ItJV=86.96,15"RCP,PI INSET 1 �, INV. IN(S)= 101.4$; TYPE C CB Simsbury, CT06070 QM)651-+s � I, TF=8 .87 I / Z� — — aawsW,N Commons ,' j e �a���, , \ ti CB \ INV. IN(E)= 106.35'? TF= 117,00 Brewstar,NY10308 (64M27874 INV=79.19,8"CPP,W 1 / ��_ ��\ TF=90.85 I INV'. OUT= 101.38 INV, IN= 112.35 / 1, \_ _ IN1/=P.F SC1 1"pcp c , 1 }, INV. OUT= 112.25 (,INV=78.95,8"CPP,E 1 I RErEIViNC; PIT.' \ _ -•1V=79.12,15"RCP,E ' I ` / / INV=86.95,15"RCP,E I CB ?4 �\ 11, , / I LARED C --ND \`, '1 TYPIi "C-"CCB 1� \ CB-10 FUSS & Qi�, INI ram- I I I� 85.00 �� • INV=85.50,15"RCP.W � � F=07.30 ��` TYPE "C" CB Consulting Engineers , ` '� !� ` - "C"-DI 1 I , VS.',,IN(S&W)=103.0 TF= 120.25 146 HARTFORD ROAD, { ! \ \ IN INACCESSIBLE j / ''20 - 2,4 I? �\ /- 0.96 NV, IN= 116.00 MANCHESTER, CONNECTICUT 06040 \ I� / INV=86.0�1RCP N F II.V. IN (E)=104.05 V. OUT= 115.90 \@t�SLET-TZJGTUR / \ / IN Ot1T= 102.90 ( ) \ \'1 ,` •.� I ' I TYYP�E L �/ \ \ VVILLIAM KRAWSKI I a6o 646-2469 T.F.= 88.0. 'ISx�O - D=87• •> CB, 4A ;C -11 1 AW CUT PAVEMENT 31 57 CB • I 1 I 1Q� \ j- I \ » » Y/�RD DRAIN V. IN-'86.0 ro _ L=61 1 1 TF=100.97 / TYPEC CB 24" l T= 86.00 ����` M� c ' - - _ - I R= p 1 IiJV=97.23,t5"RCP,S TF="' 107,40 _7F- 123.70 %��_:.._ ��'A�._ ru 4 .00 J INV=97.23,15"RCP,E I N�F (INV. `,OUT= 104.15 -1N.V1 IN- 120.10 1 v„=00..'54 INV=96.97115"RCP,W (:ARRMON 8C CO. / , INV. OU 1= 11U,1p LL I �1 '� \ \_ S 78'09 41 "W N /F I +86.0 � , � = 0 6 � B-5'';a. » YD=1 o V \\ \i 1 ( J I ► { E STING HYDRA T 0 ,9 \d \\ _ �FMI 1� % SAMSEL PROPERTIES PARTNERSHIP T -E ;,C-L CB YARD DRAIN �r c» I �� $ •5 EVERGREE AL L C ' ' e -.S� IPdb=',7 5 .15"RCP,N I T - 108,50 TF=''a1 3.50 �: 1 EEP , X 2 WIDE ��� . _ STMH CB INV. fty 104.84 +86. , \ I INV. b T= 120.50 W FLOW CHANNEL y3 $ I •� 1) I 1 ) � � �� ��•& �, / � � \� ' "C"-DI TF=108.25 TF=107.85 IN bU"(= 104.74 IIII I 1 `LU 85.25 EET EXISTING 'CURB t TF=101.01 �° INv=1o4.27,15"R P,N i INV=103.82,15"RCP,S '�� 1 STONE FILTER -BERM 6 W 0 / dry +86,0 \� e /� NV=98.71,1 RCP INV=103.90,15"P,GP,W , I / A� GRADE i\ In0 �� a i 1 �1 1 ,` i� n_47•i 6'S3„ 7 MEET EXIST. INV. �� \ �;e ,2 " ` \` L=143 FOREBAY 60' - 1 CPP �96� ' ` \ S581'04 1 » E -TF= 107.95 1 1, �1 `, R=174.169 ( _ , - D_ 0 _ 2 w S-0,83% i � � �1.37 Iniv�•a- 05,1.5"R�.P N/F _17• '11't' ' lip CH.- 13 5 8 1 \> _ \� 1 JOHN J. WOODCOCK, III L- 6. 0 \ 9.64' ry z 042', 8" CPP i �'� / 8 \ \ i R=390.0`p 1 S42'44'q 6 �E Q n +86.0 O Q % S=1.36q _ �00 = Y 1 + V �// /�� ( I ; " 24�18 It 0 CPP- �,.� i _ _ \ : ° � �\ �! S65' 8'08"� 1 \\�1 �y F. ' / % —1.38% -^-' - �'— , TAKING LINE AND G 117 Z +86.5 . �% ARED CULVERT END- i �` - y-- s��f 1, SLOPE LIMIT 886 /F: �R 98.00' / ` = „I �0 1 / / I (GRANTEE TOWN OF S.W.) RIP. f�AP \ - — - °2 ' '� + _ Y-00 (GRANTOR— CATHOLIC CEMETERIES) v _ 89 t , (GY DISSIPATOR ,- �F8'`CPP 1 \ �cQ oT•r _ ! , 1 1 ! r l i 89. +cirt. ,. T� / . t`�_, i - �3,.. 1 \ �_ .� , , _ -1 ; 7— — i ,. 1 1 1 9p +AREA WITH CAREX r •-�,�.., O - � / % � � STRI YA( (TUSSbCK SEDGE) AND/ / %��'�,-a �. �'� -=-_� = ,� SCIRP S �YPERINU5F (WOOL SEDGE) /: , v1r l-v�r"� 94 9 / t . N 'o CB A�i ' \ SS4�\ , �%� ONE FOOT OTC I / % 96 Y_ ' ,.o )- �2' - { 00- ;, — — r _ -- , 9 RIPRAFI SW EMER / / Y, / q \ / „ j- :g_• - _ 1 rn 1 / / ( ( / i ' S 6�DIP I` ? ,.`° - Lrz i3� \1 ec ♦� / \ CONCRETE WALK _ J 1 \ I / I i' ► OVERFLOW, SEE L / / \ \ ,�+� '` ,��`L• r H RA �., o �� \ W SEE SHEET CG.5.1. i / fREELINEI I r O ?' 'C--- \ FOR PLANTING AND' MICRO- / } �; �� •�� REMOVE - Q / - 1 CIS _ ,TOPOGRAPHY DETAILS , ( / /� REMOVE - TREES i / l '� ��A o TREES - _ o.�_., `` / sixi 0 7. 2201PVC P '1.0% / / / qq > �� _, ' / o t-aI \ \ I � }, ,` \ T. N 07.8 ' / - � 1 � � � '�• — �' �� � � z INV; 95{45 O { /0 °2 �ty� ( 6 ( ,`� o`' o c°i ,�`io i I 1' 1 ' 11 \ 1` , , � i I / • :-- �. tr, � ! i Q1 I Q' q 1/ s O i 1 I � --128- m / - (/ I I 1 I l \ / 100 YEAR FLr6' PLAIN 1 I % / ( < °24k k1� /acB-s �°�° o i 2r I I �` '�n 11 ' \ � _. � � t I \� m / fnR1 / / / It \ 1 C Pf a RIP RAP i / \ �$' l n•'` s i CB=10 , 8 ,`CLDIP S 9 in `1 G / \� �� �� \ \ \ / / 1 , ENEj�GY DISIPATbR , i / q< ? » 2 \ F / / "'`�• � i ,L. SAT CUL�/ERT END=104.0 (' .� • ,. „ / ,, � 1) Ap .2 s ''� - 2 WATER SERVIC N/F i l I 1 l' I / / / r —15 CID i / 00 3g, GB 4A p; /� 9 1 f I ( (1a \ 1 EVERGREENWALK, ELC / / c� 1 / - .00 J 0)/ / CB 411 1:.`1 C) 10'- 12" F-I(�PE PIPE 94' 1 �1 Q ' N N N O \pe) rn 1 �� cv I > o 1 \ 1, / / / / !`AD %A/ATCD \AAIAI / I . n�11 •in n �= 1 M% / qql 2SX O \,, L I I \'11 rco wvo o o C> C> c � -� _ — S' 1 / vnr nn , u� rv,rr,� , , i .. v ,v�.v .. .. W" "- / - ' — — �' / / ! / / / ♦ / / / / ' . a o v ' INV.=105.5 •/c ," vt 1 + I 1 \ �{ u' ARED CULVERT<6ND / a b� ; /c e I F.L. �110.5 \og �.' / �o v • r •F, "� Q8 T _d, �23, (0 1 III r 111 ' to 0 00 SURVEY NOTE: / \ ( / / , , MR "0 a 1 c V 4 / J 1 _ _ _ M, , 11 l `: { // / / / / '�- / f �, / / ,w 'L," FIRE ,C-IYDRANT /�z �FV I �y� 1 ' III I 1� 11 / I�" Rc o 0 0 39- 1, THIS MAP HAS BEEN PREPARED PURSUANT'TO THE REUL`ATIONS OF CONNBCTICUTI STATE AGENCIES / / / / l I l ^� ti I t ( P;) F` �z ( I I I ' I� I 1 I SECTIONS 20-300b-1 THROUGH 2O-300b-20/ AND `THE STANDARC�S'`FOR SURVEYS ND tv�APS I�!` THE/ / / / 1 j J ,�� / j I / /� I I }1 0 - m ( { STATE OF CONNECTICUT' AS PREPARED ANQ� ADOPTED /BY THE COWS-Ct. UT ASSOCIATION ;OF I AND / 1 / / \ / / ( 1:� h; / I I ; 11v� ` , I- i I I I I I I SURVEYORS, INC. 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I 1 / /' ' �:4.1A N F (GRAN ) i � � TOR%- CA IFiOLIC CEME I tRIES` � i l� �� �-, I EVEJRGREENWALK, LLC ( I I / -A00 \ �\ ROBERT J61!4ES, & f �HYLISS TOWf�[SE-ND-f \ \ / U Q Q? a� 0 CO 0 Co 0 X 0 C='f U N v Q N 0 0 N CM T N v W 3 0 O a U) 0 _U O O O N 'o U 00 c 0 0 N a 0 Z 00 W U Q z LjLj W_ V I 0i Z rr" UQ Ld /`.oft` \ \ FINAL PLANS �! \_p0 \ \ TOWN OF SOUTH WINDSOR 1 \ AUTHORIZED SIGNATURE 1 CASLE _ \ \ DATE: �/ I 1 a _ ,. .\`-� �' - � e� STEPHEN HERSHC� �\ O \?� \ �S/X\.� '� �'10�\ \ WAYNE CHRISTOPHER GERLT ��!,g / 1 -- Land Planners Simsbury, CT 06070 (880) 661-4971 1 104 West Street Clock Tower Commons V� '.y, ' '\ 1 `\ 6Jr •,`- •` \ \ \ 1 Smwster. PAY 10509 (845) 278-7424 FUSS & ONEILL INC. �X" Consulting Engineers MANCHESTER, CONNECTICUT 06040 146 HARTFORD ROAD, N/F 11 (860) 646-2469 ,�� ,\ % I I I r/�•` i`-`\� `''•., / / \ ` ' `~ \ \ - _ ` 1 WILLIAM KRAWSKIvc I 1!1L U CARRMON & CO. :N 00/g \ \ \ lI \91 SAMSEL. 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OY4 0 AUTHORIZED SIGNATURE ATE: 30 /a 1!: A L E -,STEPHEN H 'A WAYNE CHRISTOPHER _GERLT: Land Planners 104 Wast fteet SknaburvarO6070 (080)851-4971 01ock Tower C*mffww Brewster, NY 10509 (845) 278-7424 ', i r,-�.ti, I ! �, \ \_\`..`_Sy�pO \ \ . I , 1 FUSS & ONEILL INC. Consulting Engineers 146 HARTFORD ROAD, ip , "� MANCHESTER, CONNECTICUT 06040 ------ N/F (860) 646-2469 41 WILLIAM KRAWSKI N/F -N CARRIVION & CO. N SAMSEL PROPERTIES PARTNERSHIP J. EVERGREENWALK 'LLC 00 40P F_ LU 00 8-A WX 40P V_/ \ I 1 ` N/F z f WOODCOCK, III LLJ JOHN J. z 0 Litt, i / ,/ // t t / J / / / / �,.'��t / �, \ /` \ \' y Q. \ 1 c, U --- 1 -4 c- q Il/* 7k, p/ 'COW (4 -:-t,96ea' -122— LU /Y -V L -4— r F_ 1,4=, y X zZ� M �v .. i _ ! / ' % , / ��J\V � �' • - � , Xwc -'\ 'j '` `�� �54`' --• � - -- �/� �1 0. ' z o I/ Uj00 Go X rl_ F 14j 4% \X1 b sp ' / \\ \ , f - ;. / l ' i ; ', / � i I l 1 /l l /' / l j , .o��� /,. // / �i /' ��/' ,l�'/ �i � � ;� X, 0 A: (10 U-i 0 V41 C, A < z V) �,'; /� ' // / (! 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GRADE OR-, PAVEMENT (DO NOT STAKE IN PAVEMENT) rr- 0 of PLAN FILTER FABRIC OVER GRATE BALED HAY OR STRAW FLOW WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER 2"x2"x3' LONG STAKES OR REBARS EACH BALE FINISH GRADE \-- BURY TO A DEPTH OF 4" CATCH BASIN SECTION AT LOW POINT HAYBALES TOTAL LENGTH = 50'-0" ' (TYP. ) SECTION A - A SITE ENTRANCE DRIVE A RAILROAD TIE ANTI -TRACKING SYSTEM 26' MIN. 50' A 20' EDGE OF PAVEMENT 2 1/2" BITUMINOUS CONCRETE CLASS I WITH 2" LIP PLAN -TER FABRIC NOTES: 1. MAINTAIN ANTI -TRACKING PAVEMENT IN GOOD CONDITION THROUGH OUT CONSTRUCTION PERIOD. 2. ROADWAY SHALL BE SWEPT DAILY TO REMOVE ANY MATERIAL THAT MAY BE TRACKED ONTO THE PAVEMENT. A N I I- I RACKiiv� APRUN 1. EXCAVATE A TRENCH (2)2"X2" STAKES 4" DEEP AND THE OR REBAR EACH BALE TRENCH WIDTH OF A STRAW BALE. (WIDTH OF BALE) STRAW BALE I II M1vyl 11 \ 2. PLACE AND STAKE 11 ' I 1 I I �1 , 1 STRAW BALES, TWO 1 I I I 1 STAKES PER BALE. I I I I I BINDING WIRE 1 I II I 1 OR TWINE El 11 1 t I I 1 I 1 2-2"X2"X3' STAKES OR REBAR EACH BALE 3. BUTT BALES FIRMLY TOGETHER AND WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER 4. BACKFILL AND COMPACT THE EXCAVATED SOIL AS I I SHOWN ON THE UPHILL I 1 SIDE OF THE BARRIER I p I TO PREVENT PIPING. I --I I I L` I COMPACTED BACKFILL I I 1 I STRAW BALE It �L� , '❑1 ❑ I I 11 it I I 11 1 1 1 11 1 I 1 1 BOTTOM OF I� -, DRAINAGE WAY A PLAN A B POINTS "A" SHOULD BE HIGHER IN ELEVATION THAN POINTS "B". NOTES: 1. HAY BALES SHALL BE MAINTAINED AND/OR REPLACED AS REQUIRED OR AS DIRECTED BY THE ENGINEER. 2. PLACE HAY BALES SUCH THAT TWINE OR BINDING WIRE IS PARALLEL TO THE EXISTING GROUND. HAYBALES 1. SET POSTS AND EXCAVATE A 6" X 6" TRENCH, SET POST DOWNSLOPE. FLOW " 100 TRENCH CUT_ 6" TO 8" DEEP 6" TO 8" WIDE 2"X4"X5' STAKES DRIVEN INTO GRADE 12" MIN.. SET 8' TO 10' APART, AND CANTED 10' INTO SLOPE 3. ATTACH FILTER FABRIC TO THE WIRE FENCING FILTER FABRIC AND EXTEND IT INTO THE TRENCH 8". FOLD FABRIC UP SLOPE PLAN WIRE FENCING COMPACTED BACKFILL SILT FENCE WETLAND BIOFILTER CONSTRUCTION DETAILS OPERATIONS AND MAINTENANCE PLAN 1. RICHARD SNARSKI (SOIL SCIENTIST) WILL SUPERVISE THE CONSTRUCTION OF THE WETLAND 1. THE CATCH BASIN SUMPS SHALL BE CLEANED OF SEDIMENT AND BIOFILTER (860-295-1022). DEBRIS ANNUALLY. CATCH BASIN FRAMES SHALL BE INSPECTED MONTHLY. FRAMES SHALL BE CLEANED OF DEBRIS AS OFTEN AS NECESSARY. 2. GROUNDWATER MONITORING PIPES WILL BE INSTALLED IN THE ,AREA OF THE BIOFILTER TO MONITOR THE GROUNDWATER ELEVATIONS. THE GROUNDWATER MONITORING DATA WILL BE 2. ACCUMULATED SEDIMENT IN THE RAINGARDENS SHALL BE REMOVED ONCE EVALUATED AND THE BASE ELEVATION OF THE BIOFILTER MAY BE: ADJUSTED TO INSURE THAT THE IT REACHES A DEPTH 2" BELOW THE TOP OF FRAME OF THE RAINGARDEN CORRECT HYDROLOGY IS PROVIDED FOR THE HERBACEOUS WETLANDS PLANTS. A SHALLOW WATER CATCH BASIN. MARSH WILL BE CONSTRUCTED IN THE BIOFILTER. 3. SEDIMENT SHALL BE CLEANED FROM THE DETENTION BASIN ONCE AFTER 3. THE BIOFILTER WILL RETAIN AT LEAST A % INCH OF RAIN EVEN DURING HIGH WATER PERIODS. THE SITE IS FULLY STABILIZED AND SHALL BE INSPECTED FOR EXCESS SEDIMENT ANNUALLY WHICH SHALL BE REMOVED AS NECESSARY. 4. SEDIMENT FENCE WILL BE INSTALLED IN THE AREA SHOWN ON THE PLAN. A LICENSED SURVEYOR WILL STAKE OUT THE LOCATION OF THE SILT FENCE. 4. LANDSCAPED AREAS ARE TO BE PROPERLY MAINTAINED AND KEPT FREE OF LITTER. LITTER ON THE SITE IS TO BE PICKED UP AND PROPERLY 5. THE WETLAND BIOFILTER WILL BE CONSTRUCTED IN A PLOWED FIELD. NO TREE OR SHRUB DISPOSED OF. CLEARING WILL BE DONF FXrFPT IN THE ARFe nF TuE 0l;TFAt I IDIDE. 5. THE DETENTION BASIN IS TO BE MAINTAINED BY KEEPING THE 6. AN EXCAVATOR WILL BE USED TO CONSTRUCT THE BIOFILTER. SIDE SLOPES AND SURROUNDING AREAS MOWED AND FREE OF BRUSH AND TREES. 7. TWELVE INCHES OF TOPSOIL WILL BE PLACED IN THE BIOFILTER' AND SIDE SLOPES TO PROVIDE A SUITABLE SOIL MEDIUM FOR THE ESTABLISHMENT OF HERBACEOUS WETLAND PLANTS. THE TOPSOIL 6. ALL STORMWATER FACILITIES ARE TO BE INSPECTED FOLLOWING HEAVY WILL BE AMENDED BY THE ADDITION OF AT LEAST 30% COMPOST BY VOLUME. THE TOPSOIL WILL BE RAINS. ANY EROSION IS TO BE STABILIZED AS SOON AS POSSIBLE, AND PLACED WITH AN EXCAVATOR AND NOT COMPACTED. NO TRACK OR TIRE MACHINES WILL TRAVEL ANY CLOGGED STRUCTURES ARE TO BE UNCLOGGED. ON THE TOPSOIL ONCE PLACED IN THE BIOFILTER. IT IS IMPORTANT TO HAVE THE TOPSOIL LOOSE A�1R �m1Am1 r FC AND FIAB E.. 7. THE DETENTION BASIN IS TO BE INSPECTED FOR THE PRESENCE OF MOSQUITOES WITHIN ONE WEEK FOLLOWING RAINFALLS FROM THE MONTH OF 8. MICRO -TOPOGRAPHY WILL BE CREATED IN THE BIOFILTER TO PROVIDE VARYING HYDROLOGY FOR MAY UNTIL SEPTEMBER. IF MOSQUITOES OR MOSQUITO LARVAE ARE PRESENT, THE VARIOUS WETLAND PLANT SPECIES. THE MICRO -TOPOGRAPHY WILL VARY 4"-12". FIVE TO SIX A MOSQUITO LARVICIDE SHALL BE APPLIED. DEPENDING ON THE LARVICIDE TO SMALL POOLS (6'X6) WILL BE CONSTRUCTED IN THE BIOFILTER. BE APPLIED, A PERMIT MAY BE NECESSARY, OR APPLICATION SHALL BE BY A LICENSED PESTICIDE COMPANY. 9. STUMPS, LOGS, AND BOULDERS WILL BE PLACED IN THE WETLAND BIOFILTER TO PROVIDE STRUCTURE FOR WILDLIFE. RICHARD SNARSKI WILL DETERMINE THE LOCATION OF THE STRUCTURES DURING THE CONSTRUCTION OF THE BIOFILTER. 10. THE SIDE SLOPES AND BERM WILL BE SEEDED WITH CREEPING RED FESCUE AND PERENNIAL RYEGRASS. THE SIDE SLOPES AND BERM WILL BE OVERSEEDED WITH CANADA GOLDENROD, LITTLE BLUE STEM, EARLY GOLDENROD, AND JOE-PYE-WEED TO PROMOTETHE ESTABLISHMENT OF NATIVE WILDFLOWERS. 11. ONE FOOT OF TOPSOIL WILL BE PLACED IN THE GRASS SWALE AND SIDE SLOPES. THE GRASS SWALE WILL BE SEEDED WITH PERENNIAL RYE GRASS, TALL FESCUE AND CREEPING FESCUE. THE GRASS SWALE WILL BE MOWED ONCE A YEAR IN SEPTEMBER TO RESTRICT WOODY PLANTS FROM BECOMING ESTABLISHED IN THE SWALE. 12. THE WETLAND BIOFILTER WILL BE MONITORED FOR 3 FULL GROWING SEASONS. THE MONITORING REPORTS WILL ADDRESS THE SUCCESS OF THE PLANTS AND PRESENCE OF INVASIVE PLANT SPECIES. THE REPORT WILL ADDRESS ANY REMEDIAL MEASURES WHICH NEED TO BE TAKEN, IF ANY. CONSTRUCTION SEQUENCE: PHOTOGRAPHS WILL BE TAKEN FROM A FIXED LOCATION DURING EACH MONITORING PERIOD. THE 1. INSTALL SILT FENCE AND ANTI -TRACKING PAD. WETLAND BIOFILTER WILL BE MONITORED 3 TIMES A YEAR IN EARLY MAY, JULY, AND AUGUST. 2. CLEAR TREES TO LIMITS SHOWN ON PLANS. 3. CONSTRUCT DETENTION BASIN AND INSTALL NEW 13. EXOTIC INVASIVE PLANTS AND CATTAILS WILL BE REMOVED FROM THE BIOFILTER FOR 3 YEARS. DRAINAGE STRUCTURES/PIPE. SPECIES WHICH ARE PRONE TO INVADE THE BIOFILTER AREA ARE PHRAGMITES, PURPLE ROOSTRIFE, 4. BEGIN EARTHWORK. INSTALL AND MAINTAIN TEMPORARY DIVERSIONS BERM(S) CATTAILS, MULTIFLORA ROSE, AND AUTUMN OLIVE. AND DEWATERING BASINS. SEED SWALE AND PLANT DETENTION AREA AS SOON 2. STAPLE THE WIRE MESH FENCING TO THE POSTS. 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. 4 AS THEY ARE COMPLETE, 5. CONTINUE EARTHWORK. STABILIZE ALL EARTHWORK AFTER CUTS AND FILLS HAVE BEEN COMPLETED. 6. TEMPORARY SEDIMENTATION BASINS ARE TO BE CONSTRUCTED DOWNSLOPE OF FILLING OPERATIONS, AND ARE TO BE CONSTRUCTED PRIOR TO STORM EVENTS. BASINS ARE TO BE SIZED ACCORDING TO CT DEP GUIDELINES (134 OY PER ACRE DRAINED) 7. INSTALL HAYBALE PROTECTION AROUND NEW DRAINAGE STRUCTURES. 8. CONTINUE EARTHWORK, CONSTRUCT BUILDING FOUNDATION. CONNECT FOUNDATION DRAINS TO STORM SEWER SYSTEM. 9. INSTALL UTILITIES TO BUILDING. 10. BEGIN CONSTRUCTION OF PARKING AREAS AND WALKS 11. CONTINUE CONSTRUCTION OF BUILDING 12. FINE GRADE SITE, INSTALL ALL REMAINING EROSION CONTROLS, INCLUDING SLOPE STABILIZATION. 13. CONSTRUCT PARKING AREAS AND WALKS. VEGETATION IN DETENTION BASIN AND SWALE MUST BE ESTABLISHED PRIOR TO PAVING. 14. SEED LAWN AREAS AND INSTALL LANDSCAPING. 15. ALL DISTURBED AREAS SHALL BE PAVED, SEEDED, OR LANDSCAPED AS SOON AS FINAL FINISHED GRADES ARE ATTAINED. SEEDING SHALL BE IMPLEMENTED WITHIN 7 DAYS OF REACHING FINAL GRADES. WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED OR HAVE BEEN TEMPORARILY SUSPENDED FOR MORE THAN 7 DAYS OR WHEN FINAL GRADES ARE REACHED, STABILIZATION PRACTICES SHALL BE IMPLEMENTED WITHIN 7 DAYS. AREAS THAT REMAIN DISTURBED BUT INACTIVE FOR AT LEAST 30 DAYS SHALL RFCFIVF TFMPl1PAPY CEEnING INI ALL CASES, STA OIL! ZA TI VIN LA r'A AREJ SHALL BE IMPLEMENTED AS SOON AS POSSIBLE. 16. AFTER SITE IS FULLY STABILIZED, REMOVE SILT FENCE. PLAN - -TOP OF SLOPE 4' + EROSION MAT DOWN SLOPE EROSION CONTROL MAT BY NORTH AMERIC 1 AN GREEN, E TYPE SC150. ON END MAT AT 4" TOPSOILTOE OF SLOPE NOTES: SECTION MATS SHALL BE STAPLED TO SLOPE, REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DETAILS OF STAPLING PATTERN. EROSION CONTROL MATS ,-- ROTTOM 1�24,1 1 J I UN L I- I_L I EN 13ERM NOT TO SCALE 2.5" TO 3.5" STONE ECTiOON J v FLOW EROSION & SEDIMENT CONTROL NOTES EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO STUMP REMOVAL AND CONSTRUCTION. CONSTRUCTION ENTRANCE WILL BE INSTALLED BEFORE CONSTRUCTION TRAFFIC INTO AND OUT OF PROJECT AREA BEGINS. STABILIZATION OF ALL REGRADED AND SOIL STOCKPILE AREAS WILL BE INITIATED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND WATER CONSERVATION", 1988 OR LATEST EDITION AND TOWN REGULATIONS, ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED AND UPGRADED AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. 3. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION PERIOD, IF DEEMED NECESSARY BY THE OWNER OR AGENTS OF THE TOWN IN ACCORDANCE WITH THE OCTOBER 1, 1993 STATE OF CONNECTICUT GENERAL PERMIT FOR STORMWATER AND DEWATERING WASTE WATER FROM CONNECTICUT ACTIVITIES (CGS 22A-430B) TO NO ADDITIONAL COST TO OWNER. 4. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED OF IN A MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. ALL HAYBALES OR SILT FENCE RETAINING SEDIMENT OVER 1/2 THEIR HEIGHT SHALL HAVE THE SEDIMENT REMOVED AND ALL DAMAGED EROSION CONTROLS REMOVED AND REPLACED. 5. THE CONTRACTOR WILL BE ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS ER nct nKI Akin crniEl E'AIT nnNlTnn1 n1 VJ1 V11 -11V JLVIIVILINI VVII IRVL iLHIN. InIJ RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND NOTIFYING THE PROPER TOWN AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY. THE OWNER SHALL BE RESPONSIBLE FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE TO THE LAND IS TRANSFERRED, 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DUST AND WIND EROSION THROUGHOUT THE LIFE OF HIS CONTRACT. DUST CONTROL SHALL INCLUDE, BUT IS NOT LIMITED TO, SPRINKLING OF WATER ON EXPOSED SOILS AND HAUL ROADS. CONTRACTOR SHALL CONTROL DUST TO PREVENT A HAZARD TO TRAFFIC ON ADJACENT ROADWAYS. 7. IF FINAL GRADING IS TO BE DELAYED FOR MORE THAN THIRTY (30) DAYS AFTER LAND DISTURBANCES CEASE, TEMPORARY VEGETATION OR MULCH SHALL BE USED TO STABILIZE SOIL S; 8. HAYBALES SHALL BE USED ONLY AS A TEMPORARY MEASURE. WHERE CONTROL MEASURES WILL BE REQUIRED FOR LONGER THAN SIXTY (60) DAYS, FILTER FABRIC SHALL BE USED, 9. WHERE DEWATERING IS NECESSARY, THERE SHALL NOT BE A DISCHARGE DIRECTLY INTO WETLANDS OR WATERCOURSES. PROPER METHODS AND DEVICES SHALL BE UTILIZED TO THE EXTENT PERMITTED BY LAW, SUCH AS PUMPING WATER INTO A TEMPORARY SEDIMENTATION BASIN, PROVIDING SURGE PROTECTION AT THE INLET AND THE OUTLET OF PUMPS, FLOATING THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED SOLIDS. IF A PUMPING OPERATION IS CAUSING TURBIDITY PROBLEMS, SAID OPERATION SHALL CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF CONTROLLING TURBIDITY ARE DETERMINED AND IMPLEMENTED. THE CONTRACTOR MUST SUBMIT HIS DESIGN ALONG WITH THE LOCATIONS OF THE BASIN TO THE TOWN PRIOR TO CONSTRUCTION. 10. INSPECTION. A CERTIFIED SOIL SCIENTIST OR LICENSED PROFESSIONAL ENGINEER SHALL INSPECT ALL DISTURBED AREAS OF THE CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY WFFK ANn wITHIN 9n HMPIZZ _nF TNF END OF A STORM THAT IS 1.0 INCH OR GREATER. INSPECTION REPORTS SHALL BE SUBMITTED TO THE OWNER WEEKLY AND TO THE PLANNING & ZONING COMMISSION MONTHLY. WHERE SITES HAVE BEEN FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE MONTHS. ANY REPAIRS OR DEFICIENCIES FOUND SHALL BE ADDRESSED IMMEDIATELY. 11. SEE LANDSCAPE PLAN FOR SEED MIXTURE PLACED ON 4" MIN. TOPSOIL. j FILTER W PAVEMENT FABRIC Q SOIL TO HOLD FABRIC J O {' EXISTING GRADE CATCH BASIN METAL GRATE FILTER FABRIC O U FILTER FABRIC PROTECTION FOR CATCH BASINS z O ' �•■.� rINAL &CLANS W TOWN OF SOUTH WINDSOR AU HORIZED SIGliIATI'RF DATE Zr z� O U LIJ _ f- U Q z _J Ofz m Lj UU _! 0- z W(n(If z 0 =Q00 W I- U U Q o CASLE Land Planners 104 West Street Simsbury, CT 06070 (860) 651-4971 Clock Tower Commons Brewbter. NV 1.n. M ( ) 21ar14424 FUSS SS & V 14rrlU INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860) 646-2469 U o w z W z � z U 0 U = J Q W U 0'_ Z O Uj U, z w � 0 I� LD O O N tj N CJ W 4 to n X 0 0 C N o Q >- Pa U Z Ld _j 3 -Wi Q U O CG51. 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APPLICATION As a decorative lumirolre, fhe C.tyltr. m Tradtionaire tastefully rcrniiamere' fits arrNtitclurai and aiwi+nnmen411 design ofestams, parks,maaJs, rastwr am;' apartmaMs, clxactl es. irz tdmo 4;TJ rtxt ways,-. CATALOG a: SPECIFiCATEOFt FEATURES A ^Cup0a Decorative cupola conr-als omorial phowomot, b •••Optics Specular alumirum ro8etrior Is avabble, In flvee disitibuttoru. C ••C:ovef Hnged, die-cast alurnimmi cover to-, steel hNe piles aid captive vNemetair kq actews. 0 Lens Panels Irlieezonmolded contoured acrylic lens pa,xes are mandafd. (PolyrarkKvto r is orAonal.) Ohl AxYYt�C,ifrlY�S, - LsE ia t(Y. t419-.1 •••••t COOPER LtGH iNG McGR W-EDISON . C... ballast Cover Aluminum ballastaover suppoem a decorative glass CHMAey. F •••Housing Sitglagiece, diewt altimirum iltusirg has irifegrai base and lens suppu}ts and Is 5ntsW in Mack polveser Powder onaL G -•MBuntinq Integral seltaligrlrx3 We fop JtW. fits T O.D. poles or ver6ralterwvis. TFi'b DAYFOFM TRADMONARE 5 0 - 1 7 6 W High Pressor$ Sodium Metal ?Hsfid4 POST -TOP AREA LUMINAI Rf. 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INFORMATION SAMP£r1axx NUMBER: TB0014e01 Till.• AtdGt FnnVly tal+it Lr v V,xtea• • t17fi+na iabf as at•1 tixf ASGTix4ixa 4.6. s•>rara+Wy 1Re J�.4W,:. Tyw• YA" 1A27 11TirJl. Niieatk Azeu[n'++tl flaWMbtla CIA1416.WQA. 'MJa.T.P -tm2w T,uxna.,n 3"4alt a4xw 24M Loa lydudd tM102Y 4YcNA Ptcm[and.teiA 7aR -4rOJ Odra, "PON 3.9i}O (V.t2rSf 4TcMA a xGeprRn}, RA3n • rap -:kl7J M-W" "IMV 4�m TAR1K+Gocvaemtztlhr Aast Vfrd+mxdtke 3du+f, tap NEW S-A) n.I75N 7 •A,al•Tap OtxtrFbal«+ 0-11600ao 13 Tyr.. V runs Sri 44ytx>tl 94N iu-Tw S•Tyr* rW 2r7 eaeatoQw,Ra iwnP vem 8af+at Tytxr f4!t wL aNlpin3 Y• ff t 01 V YbtS T axa fbnn FatAX Val ana. Vatu,v (w A.) tY.U3:9fif-}n:(tgi Yf}O3'fi71 m NParlhvYua H,. x41Ff 11YA, 20 Sat iF.03:3if IRU:a°iJFt 'fR033E}I 70 ft•$ttfdsu}, RA44-1- INN 7rf 5ff2 1RnlL9if :RO:Eal} 7PU33Y.21 IW HPs.fteGun F5.•x4aF t�7i 7ff 582 YR0.'1fa11 :ROY9wi} 'fH03y:;1 i� )s95ia4•R•m is •x,1af tom• 7O ia2 M0,16A21 :RO2M1 7403:10 Ian A11.amdtsp >r .YWIPF $AN 5rr2. 'fH52ftx1 Tif2#i><1t..._. 1;+}t, •r "c .FP HpTE'.: • Mvpra,r,r.Miw.,av>e.�vW<oa'nO,/ef 'MMuaNasvntYMnutUSvelbgKendatlhb»tK,uMJ,waapnywAtWxelr,e.v+i,xllr sad u'<r,FrFr vnW "lAR6iTaMHb129GC4af0A)Tr.•iW 7r}Y.Trkartpf•b Ks 11QTY/A2T1Wa13lYY neirgad lara++sM•K•,»niw,s•,Iry,tbd,rryr naroNroN>:. Matt ouf vAeg 11M atVVVmtcnopedl{/}tinq.can (1,Stor.}arfirst Center 1121 Hfgh"Y746culh Panchtme tlty, GA 30259 770.486AWD FAX 770.48G4ADH997.a29 Luminaire Schedule Project: All Projects SyMt>ol Qty el Arron ement Lumens LLF Descri tion 2 A2 BACK -BACK 16000 0.810 1 Cooper OVF15Sxx-20 20180 6ft Arm 19 AA1 SINGLE 14000 10.720 1 McGraw Edison TRD36349-RSS4A16SY2 4 1 AA2 SINGLE 1 14000 10.720 1 McGrow Edison TRD33349-RSS4A16SY2 Numeric Summery Project: All Projects Label ColcType Units Avg Max I Min I Avg/Min I Max Min Entrance Roadway Illuminance Fc 1.74 14.9 10.2 18.70 124.50 Site ® Grode I Illuminance Fe 1 1.08 14.6 10.2 15.40 1 23.00 Luminoire Locotion Summory Project: All Projects Se No I Lobel X YI Z Orient Tilt A2 1053153 859953. 25 0 0 A2 1053150 859845. 25 0 0 AA1 1053200 859734 16 0 0 AA1 1053267 859678. 16 93.879 0 r AA1 1053362 859687. i6 94.686 0 AA1 1053461 859713. 16 99.273 0 AA2 1053270 859754. 16 0 0 AA1 1053361 859757. 16 276.981 0 77 AA1 1053464 859770 16 275.194 0 78 AA1 1053573 859783. 16 275.315 0 79 AA1 1053553 859725. 16 97.765 0 83 AA1 1053701 859829 16 208.843 0 82 AA1 1053667 859748. 16 103.523 0 84 AA1 10536161 859821 16 31.88 0 86 AA1 1053638 859916 16 213.551 0 87 AA2 1053575 859956 16 0 0 89 AA1 1053485 859974. 16 270 0 90 AA1 1053386 859974 16 270 0 91 AA1 1053286 859974 16 270 0 92 AAi 1053332 859903 16 90 0 94 AA1 1053524 859903. 16 90 0 95 AA1 1053429 859904 16 90 0 96 AA2 1053289 859833. 16 0 0 97 AA2 1 1053250 859903 1 16 0 0 98 AAt 1 1053201 859832 1 i6 1 0 0 8/13/2003 Greg Loda Lighting Affiliates 12U8 Cromwell Ave Voice Number : (860) 721-1171 Fax Number : (860) 721-7093 Email Address :,.gloda@lightingaffiliates.com 9Y.00_ .t. b 0 ?3 4 3 bB y 3 �58 2$ 4 qr \ 1 x00 $ k Y 37.6}fir- 7.$ a3' 1, �r,�'/7'�...+.�•---__ � '`� _ `'NUJ j`�\` '/�. � f'`+�A� / � CY b s 3,o b 4 B b b Is as b 3 2 0 3-1 y. o� \.. 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'b �-b4 y'8 • s 4 bs y bS bs bsl b.8 32• 3,?\' s b8 b� b$ 7.J y 83 74 b.s b b•S 63 1 s b3 1 FINAL PLANS TOWN OF SOUTH WINDSOR AUTHORIZED SIGNATURE .r,XL C3 V f- ZD ry pU w 10 i - U Q Li J - D ny z Z M O W o U WV)tyz 0 T Q O Q �UUQ V) o CASLE i4ess F •A /7A , Land Planners 104 went Street Simsbury, CT 06070 (860) 651-4971 Cock Tower Commms Brewster, NY 10509 (845) 278-7424 t` V &S & V 1 E LL I C• Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860) 646-2469 i 11�1t O Ii 11 � U_ CD \ 4 � p o _ I r r F- ;�. •� W Z W W J to 0 a- Ct1; \� U ■ 81 ".LMLM� x Its• \ , Architectural Cc. 4 a n. W Group 2 DATE: DEPTH TO INVERT RIES SEE PROFILES 6"MIN 4 FRONT ELEVATION PROPOSED GRADE PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) 2-#4X4' TOF )NCRETE UNIT 'RAME ELEVATION IC. BLOCKS OR i' TO 12" ALL JOINTS TO BE POINTED FLUSH & FULL 4ST CONCRETE OR ETE MASONRY UNITS D CONCRETE OR 4ST SLUMP OR SLAB )UAL) 3500 PSI OF 3/4" CRUSHED ;TONE NOTES: 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. SIDE ELEVATION TYPE "C" CATCH BASIN _ WARNING TAPE - MIN. 12" MAX. 24" ABOVE PIPE APPROVED BACKFILL PLACED AND COMPACTED IN 12" LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3" GRAVEL BEDDING PLACED AND COMPACTED IN 6" LAYERS NO STONE LARGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. M2.05 BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4" STONE. BACKFILL TO SPRINGLINE OF PIPE WITH 3/4" STONE WHEN USING POLYTHYLENE OR CPP PIPE STORM DRAIN TRENCH DETAIL NOT TO SCALE NOT TO SCALE TYPICAL RAINGARDEN PLANTINGS: COMMON NAME BOTANICAL NAME SHADBLOW AMELANCHIER CANADENSIS RIVER BIRCH BETULA NIGRA BUTTONBUSH CEPHALANTHUS OCCIDENTALIS RED -TWIG DOGWOOD CORNUS STOLONIFERA INKBERRY ILEX GLABRA WINTERBERRY ILEX VERTICILLATA 1:3 MAX. SIDE SLOPE PIN OAK QUERCUS PALUSTRIS TUFTED HAIRGRASS DESCHAMPSIA CAESPITOSA _ CB_ _ - 6 AX. PONDING 0.0. .0. 0. 0.0. 0.0. Q. 0. 0.0. 0.0. 0.0. O.O. O O 0 O C O. 0 O. 0 O Q . O .O j 4' MN. FRONT ELEVATION 2-3" BARK MULCH LOAMY SAND SOIL 0 0 0 0 2 1 /2" MIN. SOIL DEPTH o 0 0 `— PERFORATED PIPE UNDERDRAIN - OPTIONAL 1" CRUSHED STONE TYPICAL RAINGARDEN SECTION 6" TOPSOIL 2 1 NATIVE MATERIAL BACKFILL NOTE: GRASS SEED TO BE APPLIED ON SWALE AT MINUMUM RATE OF 6 LBS/1000 SF. GRASS SPECIES TO BE PLANTED ARE LISTED ON NOTE #11, WETLAND CONSTRUCTION NOTES, 2" STONE CHECK DAM SHEET CG.5.1. SEE PLANS FOR LOCATIONS 14' MATCH TO BOTTOM WIDTH EXISTING GRADE ° C9 d)Oc4 O O O ..... :......................... FLOW LINE .............. . . . . . . . . . . ... _�i_ EROSION CONTROL MAT 12" TOPSOIL GRASS SWALE N.T.S. NOT TO SCALE _----PRE CAST CONCRETE UNIT ADJUST FRAME ELEVATIOP 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 P 6" OF 3/4" CRUSHED NOTES: 1. MINIMUM COVER OVER TOP yr rlrr SHALL BE 2'-0". 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE SIDE ELEVATION TYPE "C -L" CATCH BASIN SEE WETLANDS CONSTRUCTION DETAILS 2'-MIN.. . 1 r— LOW PERMEABILITY \NA MATERIAL 2 WETLANDS BIOFILTER IVE MATERIAL BACKFILL DETENTION BASIN BERM 6' MATCH TO BOTTOM WIDTH TOP OF BERM 1 MIN. OO 0.5' O o°o°o° FLAW LINE 12" INTERMEDIATE RIPRAP 6 OZ/SY NON -WOVEN GEOTEXTILE RIPRAP SVV/ALE AT BAST V VU I FALL EMERGENCY SPILLWAY NOT TO SCALE 1 /2" SMOOTH BARS 4"X8" OPENINGS SPOT WELD EACH JOINT CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MIN. 1 /2"X3" STAINLESS STE BOLTS 6 INLET ORIFICE INV.= 81.50 6" MIN. 28 — FRONT ELEVATION SIDE ELEVATION WETLAND DIOFILTER OUTLET STRUCTURE NEENAH TRAP HOOD MODEL # R3701-12 WITH HOOKS NOT TO SCALE TRAP HOODS SHALL BE INSTALLED IN ALL CATCH BASINS, TRAP HOOD SOUTH WINDSOR STANDARDD FRAME AND COVER ADJUST FRAME TO FIN. WITH CONC. BRICK (6" TO 12" MAX.) STANDARD STEPS (SEE MISCELLANEOUS - MANHOLE DETAIL) ALL JOINTS TO BE POINTED FLUSH AND FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT CONCRETE OR BRICK INVERT. PRECAST CATCH BASIN 6" OF CRUSHED STONE 24" OUTLET PIPE INV.= 81.0 _L OF BASIN TLET PIPE FINISHED GRADE CULVERT - END _ ENDWALL PROCESSED AGGREGATE z� O U Ld UJ Q Li D (yZ m w00 FINISHED GRADE � W(nfl�zLi F-0C) 3' }0" 4' CASLE 1 -6 Land Planners -- 104 West Street Slmsbury,CT06070 (880)651-4971 Clock Tower Commons Brewster, NY 10509 (845) 278.7424 SEE NOTE 3 .a J42 • v - A 4 •• '-6" DIA. STORM MANHOLE NOT TO SCALE PLAN L, - F 7F_ SECTION A -A `- GEOTEXTILE FABRIC RIPRAP (SEE SIZE CHART) \ 18" IF MODIFIED OR INTERMEDIATE RIPRAP 36" IF STANDARD RIPRAP 6 IF MODIFIED OR INTERMEDIATE RIPRAP 12" IF STANDARD RIPRAP PIPE SIZE A B C D E F G RIPRAP TYPE 12" OR LESS 10' 8' 3' 2' 1' 3' 1' MODIFIED 15" 12' 10' 4' 2'-6" 1' 3'-9" 1'-3" INTERMEDIATE 18" 14'-6" 1 12' 1 4'-6" 3' 1 1' 1 4'-6" 1 1'-6" IINTERMEDIATE 21" 17' 1 14' 1 5'-6" 3'-6" 1 5'-3" 1'- 9 JINTERMEDIATE 24" 19' 1 16' 1 6' 4' 1' 6' 2' STANDARD JV Cu LJ —V 7nr LV 1 -71 C" / —V r, J 1 .7, 'Z nl CuI C-r AmnADn JI/11V V/'11\V 36" 28' 24' 9' 6' 1' STANDARD ENERGY DISSIPATOR (n 0 (n��000 N N LL14toto.0o� O O C) O - - 0 v CD 4 o z 3:i O � Q >- co o o Cm W � LJ Ljj _J Z U Ld P- Q Q 0 Q U Q' C_✓ A f) P:) 0_ CU.5.1 JIM Architectural Group C.0 C3 O 7 r U O. 21 a) MANHOLE FRAMES AND COVER SHALL BE OF THE TYPE AND MANUFACTURER INDICATED BELOW LOCATION TYPE MODEL MANUFACTURER UNPAVED AREAS HEAVY DUTY WATER TIGHT LAB248-1 E.L. LeBARBON FOUNDRY CO. (i.e. EASEMENTS) (BOLTED & GASKETED) 1502 CAMPBELL FOUNDRY CO. " 6502 LAPERLE FOUNDRY CO. PAVED AREAS HEAVY DUTY LA248-1 E.L. LeBARBON FOUNDRY CO. (i.e. STREET, PARKING LOTS) 1027C CAMPBELL FOUNDRY CO. 2927E LAPERLE FOUNDRY CO. * BOLTED SHALL BE 1/2" STAINLESS STEEL 23-3 4" T- 2-3/4" COVER - SECTION L 34" FRAME - SECTION COVER - PLAN SANITARY SEWER MANHOLES FRAME AND COVER L U W �Z m0QW .I o P.E. x P.E. STUB STAINLESS STEEL STRAP (SAN. M.H. ONLY) END OF PIPE SHALL BE CUT FLUSH WITH INSIDE WALL BASE TO BE CONTRUCTED ON• 8" MIN. CRUSHED STONE BASE BRICK LINED INVERT AND SHELF (BRICK NOT REQUIRED FOR STORM M.H.) BRICK MASONRY OR CLASS A CONCRETE 2'-0" DIA. s � } M �A r0.8xDIA. 4 A 4'-0" DIA. SECTION -SLOPE ® 3"/FT. ono ■ SECTION A -A STANDARD HEAVY DUTY FRAME AND COVER. IN UNPAVED AREAS ANCHOR FRAME WITH CLASS A CONCRETE ADJUST FRAME TO FINAL GRADE W/BRICK WITH A MIN, HEIGHT OF 1/2" MORTAR AND A MAX. HEIGHT OF 12" 2 COATS BITUMINOUS WATERPROOFING MATERIAL MANHOLE STEPS TO BE CAST IN PRECAST UNIT DURING MANUFACTURE. RUBBER "0" RING GASKET OR BUTYL ROPE JOINT SEAL (TYP.) SLOPING SHELF TO DRAIN BRICK LINED INVERT (SAN. M.H. ONLY) SANITARY SEWER MANHOLE SEALED JOINT 1/8" "Y" BRANCH RUBBER "0" RING GASKET JOINT OR BUTYL RESIN SEALANT (TYPICAL) �61/8" BEND DROP PIPE 8" MIN. CONC. THREE SIDES 1/4" BEND BEDDING MATERIAL CAK11TA0V cf:'\A/C-Q nQnp KAAKIu(ll r' yr11VI If-%IIyI—VVLIB L.0IVI Iy1/\I I`JLIL WATER MAIN SANITARY SEWER WATER CROSSING AT SANITARY SEWER 3/4" BROKEN TRAPROCK (TYP,) EXCAVATED NATURAL CLAY TRENCH WIDTH `-PIPE �— LOW 4 ' 1 °' •♦ '°' 4'-0" (MAX,) (TO OUTER MANHOLE WALL) 1'-6" 2' MIN. FULL TRENCH VADTFI (FROM PIPE JOINT) PLAN VIEW NOTES: LAWN / STREETS / CROSS-COUNTRY I PAVED AREAS TOPSOIL & SOD OR SEED d d da c I 4 . a• Qa c a O d• d d ' 1211 MIN. `> ';�•, 1/2 C.D. PIPE 1/2 C.D. PIPE 4 • • ° 6"MIN. b O.D. 1' PIPE 1' SECTION NOTE: 1, SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG. VI-46 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0,5 TO 0+1 SEC-1 AND AOS OF 0,43 mm TO 0+22mm AND SHALL MEET AASHTO M288-96 APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1') (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. SAND BLANKET PIPE, AS SPECIFIED 3/4" BROKEN TRAPROCK FILTER FABRIC (SEE NOTE) 12" SAND MIN, / . d STONE .d d MIN. 6" 1' 2'-6" 1' PIPE - IN GROUND WATER TYPICAL TRENCH SECTION SEWER SAND BLANKET (TYP.) SEE NOTE #3 FABRIC (SEE NOTE #4) . -•. .. PIPE �l 0 +A. a ° °vi �- NATURAL CLAY 3/4" BROKEN TRAPROCK (TYP.) TO TOP OF PIPE. PROFILE VIEW j BOTTOM OF EXCAVATED TRENCH Q W /1 u 1, CLAY DRAINAGE STOPS TO BE LOCATED ON UPSTREAM SIDE OF NOTE #4: MANHOLES, AND SPACED A MAXIMUM OF 100' +/- APART, OR AS FILTER FABRIC SHALL BE W DIRECTED BY THE TOWN ENGINEER. NONWOVEN CLASS 2, WITH -1 PERMITTIVITTY 3ro 2. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON OF 0.5 TO 0.1 SEC AND AOS OF BOTH SIDES OF TRENCH. 0.43 mm TO 0.22 mm AND SHALL w MEET AASHTO M288-96 3. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND TO THE TOP OF ROCK, NATURAL CLAY DRAINAGE STOPS NOT TO SCALE VI-46 z 0U ULLJ W Q z (yz m Woo —I o- w V) ry Q00 W I=-000 CASLE Land Planners 104 West Street Simsbury, CT 06070 (880) 651-4971 C!oek Tower Commons Brewster, NY 105M M45) 278-7424 LL 0 w Z I11 Of U ._I Q LU U Z Qf LU vJ W 0 Z PO CID O \ = o Q >- o o 04 m I-_ w W z 3wi U o A (/1 A Qom.. CU,5,2 jffW Architectural. Group 0 GRAPHIC SCALE L 0 0 T_ C6 U a N Q) 0 CM 0 0 O X N 0 C� U U Q 0 0 0 0 M 0 0 N i 0 U 3 -a r 0 0 -a _o U 0 d' O 0 _0 U 0 d 0 0 0 N a NOTES: 1.) PIPE BEDDING AND COPPER PIPE MUST BE OF SUFFICIENT DEPTH AND AND LENGTH RESPECTIVELY TO ASSURE THAT TOP OF BEDDING AND AIR RELEASE VALVE ARE ABOVE HIGH GROUND WATER LEVEL. 2.) GOLDEN ANDERSON 1-AR 1" INLET, 1/2" OUTLET, 3/16" ORIFICE. A 4— AIR PLAN BACKFILL WITH APPROVED MATERIAL FINISHED GRAIDE 1 6" MIN F CONCRETE T UNIT MANHOLE STEP (TYP. ) o� .-••���s;ty.::" IATER o MAIN SECTION A -A AIR RELEASE VALVE IN MANHOLE NO SCALE MANHOLE FRAME AND COVER COVER SHALL READ "WATER" SET FRAME IN FULL MORTAR BED. BRICK UP TO GRADE IF REQUIRED. PRECAST CONICAL MANHOLE SECTION. USE ADDITIONAL MANHOLE RISERS AS REQUIRED. PROVIDE CUTOUT ON BOTTOM TO GIVE 1" CLEAR OPENING ALL AROUND MAIN. ,—INSULATION BOX - ENCLOSE AIR RELEASE VALVE IN BOX CONSTRUCTED OF RIGID FOAM INSULATION 2-90°STREET ELBOWS TO DIRECT ANY WATER DOWN AIR RELEASE VALVE (SEE NOTE #2) _1" COPPER PIPE (SEE NOTE #1) 1" CORPORATION STOP 1___ 2" INSULATION AROUND WATER MAIN .,-SET MANHOLE SECTION IN FULL MORTAR BED o ° �', y ..Qo .6" MIN. V-0" MAX. PRECAST CONCRETE MANHOLE SUPPORT UNIT (TYP.) MIN. CURE 7 DAYS o ? DEFL PLAN ELBOW - DEFL. LESS THAN 500 PIPE DIA. (INCHES) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.25 12 0.375 16 1 0.5 PLAN - TEE PIPE DIA. (INCHES) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.375 12 1 0.375 16 0.5 CLASS "A" CONC. (TYPICAL) 6D MIN. PLAN ELBOW - DEFL. MORE THAN 50" PIPE DIA. (INCHE:S) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.25 8 0.25 10 0.375 12 0.75 16 11.5 /a .a a• a a A. n CLASS "A" CONC. (TYPICAL) PLAN - CAP PIPE DIA. (INCHES) MINIMUM THRUST BLOCK VOLUME (CUBIC YARDS) 4 0.25 6 0.375 8 0.5 10 0.5 12 0.75 16 1.0 CONCRETE THRUST BLO(�KS PIPE O.D.+24" OR 3'-0" IN. ROCK PAY LIMIT FINISHED GRADE N w a � Q V) w > TYPICAL T i BACKFIILL PLACED & COMPACTED IN 12" LAYERS E WARNING TAPE COMPLETE ENVELOPE OF FILTER FABRIC WITH 12" OVERLAP REQUIRED WHEN CRUSHED STONE IS USED AS BEDDING MATERIAL. FILTER FABRIC REQUIRED IN ROCK CUT AS DIRECTED BY ENG. BEDDING MATERIAL SHALL BE BANK GRAVEL (DOT GRADING A), WELL GRADED SAND OR 3/8" TO 3/4" CRUSHED STONE* PLACED AND COMPACTED IN 6" LAYERS. GRAVEL. FILL AS DIRECTED BY ENGINEER WHEN UNSUITABLE MATERIAL IS ENCOUNT R E ED CRUSHED STONE SHALL BE USED IN HIGH GROUNDWATER CONDITIONS AS DIRECTED BY THE ENGINEER. NCH SECTION NVATER) LEGEND PUSH -ON JOINT NO RESTRAINT -PUSH-ON JOINT WITH COVERALL PIPE JOINT RESTRAINERS MECHANICAL JOINT WITH RETAINER GLANDS NOTE A - 27' MIN. RESTRAINED LENGTH FROM ALL MECHANICAL JOINTS (MAX. OF ONE PIPE JOINT WITHIN THESE LIMITS.) SEE NOTE A 1" OR 2" DOMESTIC SERVICE TYPICAL WITH DOUBLE STRAP TAPPING SADDLE Vi BEND ANY ANGLE MAIN LINE GATE VALVE CONCRETE THRUST BLOCK WATER MAIN JOINT RESTRAINT COPPtro Ti ron.rn CORPORATION STOP STRAP TAPPING Sf FINISH GRADE 2 HOLE COVER FINISH GRADE 2'-0" WATER MAIN HYDRANT COVERALL RESTRAINT ON EACH JOINT OF A HYDRANT LEAD z'� u 0U D' W � U 0 Q z ry z ID WOo U _I n z W(ncr-z 0 = Q O 0 WFn I— U U Q o CASLE Land Planners HYDRANT TEE Street 104 West CT 006070 (860)651-4971 Clock Tower Commons Brewster, NY 10509 (845) 278-7424 CONCRETE THRUST BLOCK CATCH BASIN OR OTHER STRUCTURE WATER MAIN AT STRUCTURE 0 0 z �n MAIV, WATER SERVICE CONNECTION P co J Y ~ U O w Wz Uj Z Z U � J Q W 2 U � Z O w p ~ Z w 0 (I) Z O V) > Ld ry Z 0 PO 3 i \ 0 0 = o 01 T N o Q >-• U W Z W H Q Q ry A (/1 A CU,5,3 JwM Architectural Group 0 GRAPHIC SCALE LLJ ( \� \\ r \ -� `\ i ; \ /; \ \' �\ NOTE: < Z Pq 5EED DA51 N 51 PE 5LOP11,5.4N P ALL n15TU 1215LI) w MHO \�\ rLLJ o 3 \ , f - . ,n,I2E4.5 NOT OT.N E1Z�VI5I- 5.NO�VN A5 PLA.NTEP I N = a z H -: : - �\ _ y r?,41 N C'AIZI7 EN 5 AN n SAVALES �VIT.N "NEW E N GLA N n �- Q A 1// E-I.0610N CONTIZOL / 1z[_5T0IZ4TI0N MIX,, by N E_\V FN( LAN P WETLM D PLANTS, I NC.. ArMfl EIZ5T, MA'. (415) 256-1752 OIZ IV \_ 2U APPIZOV�.n EOUAL.) �\. LA .C. /// ! / / % /" /Land Planners PUI NTION 54-5IN 510FILTEIz PLANT u5T .,r smxaa, croeoro teem 851-4671 6OTANICALNAME COMMON NAME QUQNTfTY aosoaaumascs�.rlb,oe) \ \ erewstar, ctv,o5oe xre r4aa �� \ \ PLANTAC,'O••AQUATICQ \VATCP_ PLANTAI N I LD `�EFJ� /' CAR6X LAaJbT i /......... PJ` LAKQmNV_`.�1�� 85 / �J/ / / , . I ///.> VD � -- �\\� a \\ —� CAREX6TP1GTQ TU�OG�bEDCE L50 , CARER UTGJCL1LA21Q 6EQY�D bEDC�E IIO / '�', ' MH\�A a rgf,� _ �\;� IDJSVERbICOLOR ecup_fLQG'IRJ9 50 5AgFrAR1A L.ATIFOLIA ARRO\VIX AD I VA L6 j�`h 5G7PPLL VALIDUS wf r TEM ! PHIIG ,. : _ �\ I >' \\\\ �, \ �� 3 % ^ bPaPCiANIUA! ANDRDCLaDuM 6PANu13NC, 6LI2 PEF� 1000 / ( r i // { % / P l i �,3 �• 25 r! 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EENWALK, LLC l I O_,` f i , i I \ \ / 1 , \ n-' rr� / / /' -c•7- 1 i 1 � , `Z``nM ( %,(.,ROUND (3f3`' UR D I I t, I ! j 1 / / i ' '` \ \^ 1Z�� / \ / ' / ' , i ; / ! % j rn � J 81 fill IN J-' JJ // // !' � I !'i � I I I i l 1/ J 'Jf 1 j // ' %' /` /'•\ %—_''/ ry� / / // , `� ,. /1 ' ( I � It i�/r ,/ I ` \ II \\ '\ ,0 FINAL PL.F.,\l TOWN OF SOUTH WINDSOR AUTHORIZED SIGNATURE DATA - --- // / •3° /(/ U W � � I" U Q Lli Q z P�q Z w❑U � z wf V / a� Z H =< El> w I—UUQ A LA Pe e Land Planners 104Waei8traat 1;I"*xxY, GT00070 OMM S51J®71 2050 Rotrts 22 (6tdts 10M arw*m er. NY 105M ("M 275-7424 V) Z " O �' o 6 Q D a W o• Of N N W) Q J V) 11 U Z LLJ Li 3 ' Q Q A () r::t CL LP.1.2 V Y / m y Architectural Group 0:\CT\PIP\1474evergreen\0t WORKING 05-20-2004 drw\dwg\1474-site.dwg, PLANTING-ph2, 05/21/2004 03:49:43 PM, dwilson, Arch D - 24 z 35 in. (landscape), I s1111111111111111111111 FINISH wa n" rr war All FINISH GRADE BITUMINOUS CONCRETE CURB N.T.S. NOTES: TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT COATING TO BE APPLIED PER M 04.01.1 d4. FORM 814 A CONCRETE WALK —6" X 6" 8/8 STEEL MESH (CONTINUOUS) .1 `o.] °tio 3�99Oo�; d' G d - d �d. 4 ' Illl^141= — d d d d COMPACTED SUBGRADE GRAVEL — 1 r-Oar 1.-Orr INTEGRAL. CONCRETE CURB N.T.S. CONCRETE WALK 6" X 6" 8/8 STEEL MESH (CONTINUOUS) ,kt'i U) ° d d a 4 d 6" a COMPACTED SUBGRADE j �$0 p d p0 a GRAVELCD �111 1 r-oee 1 e-�oe INTEGRAL CONCRETE CURB (FLUSH) A?.T.S. 1" ki FINISH GRADE 5� COMPACTED SUBGRADE NISH GRADE e co 0 GRADE CD C4 r r 1 1/2" CLASS II 1 1/2" BINDER COURSE 6" PROCESSED AGGREGATE 8" BANK RUN GRAVEL COMPACTED SUBGRADE BITUMINOUS CONCRETE PAVEMENT DRIVES AND PARKING N.T.S. N 'Jc-- ;O 2" CLASS II 8" BANK RUN GRAVEL rjr�f I 111� COMPACTED SUBGRADE BITUMINOUS CONCRETE PAVEMENT WALKS N.T.S. � 1 � I �iR l TOOLED JOINTS WITH c 1/4' RADIUS TOOL r RIGHT OF WAY MEET TOP OF CURB, OR EDGE Oi= PAVEMENT IF NO CURB EXISTS BIT. CURB —`- 04 GRADE NOTE: 1. 3000 LB. CONCRETE 2. 1W' EXPANSION JOINT SHALL BE PLACED AT 20' MAX. INTERVALS AND FILLED WITH PRE MOLDED BIT. JOINT FILLER. 3. PROVIDE INTERNAL STEEL REINFORCING PER MANUFACTURER'S SPECIFICATIONS. PRECAST CONCRETE CURE N.T.S. — CONCRETE — 6" X 6" 8/8 STEEL MESH (CONTINUOUS) NISH GRADE COMPACTED SUBGRADE FRONT EDGE OF DUMPSTER PAD N.T.S. 1' 4' EXPANSION JOINT MTL STREET LINE R.O.W. VARIES —^--T 4' 1' r—_ - 6' 6" I r� 1/4'4' v 311 MMAAX�.}��/� I/G d' RESIDENTIAL IAL 4' TOPSOIL &SEED MING MATCH EXSIST 41 TOPSOIL & SEED GROUND 6' PR= OR Batrsc RUN GRAVEL NEST GtADATMN OF N?06 GRAUM B OR N5= S' COMM SFDEWAL.K <8' C= AT DRIVES WITH 6'X6*W10 WDRElES10 CONCRETE PAVEMENT WALKS N.T.S. 6"W' 8/8 r a STEEL ME co w� CONCRETE PAVEMENT 5/8" DOWEL* SLAB BANK RUN GRAVEL COMPACTED SUBGRADE DUMPSTER PAD N.T.S. * NOTE: DOWELS FOR CONCRETE WALK SHALL BE 24" LONG, 2' O.C. & 12" FROM EDGE OF WALK, DIP IN 60 - 70 DEGREE PENETRATION ASPHALT OR WRAP WITH HEAVY TAR PAPER ON ONLY ONE END. W—Ml TAr 2" X 4" STRINGERJ NOTES: NOTES _z r EARTH - ALL NAILS AND HARDWARE TO BE HOT DIPPED GALVANIZED CONCRETE FOOTING GRAVEL BASE • POSTS TO BE WOLMANIZED PINE I GRADE C OR BETTER tD STRINGERS AND PLANKS TO BE I. WESTERN RED CEDAR #1 "12- - PROVIDE POSTS APPROPRIATE FOR GATES • PROVIDE CLOSING AND LOCKING MECHANISM ON GATES Dum stet Enclosure — 15" Planks S N T.S. 1112"RAD — COLOR: (TYP-)12" BACKGROUND 12" BLUE LEGEND 1" RAD. - (TYP •) veuloas wr. x FIND) m $116 INTERNATIONAL SYMBOL m OF "CCESSIBI ITY — COLOR: �S BLUE BACKGROUND HNQECWKD Irt SILVER LEGEND ALL LETTERS TO BE PARKM N HELVETICA MEDIUM stet£ aa11r aFnm+n (SIZE & PROPORTION — FASTEN SIGN TO POST TO MEET ANSI 117.1 r WITH STAINLESS STEEL SEC.42B TAMPERPROOF SCREWS OR SCREWS. 0 3" x 3" GONG. FILLED STEEL TUBE TOPSOIL — COMPACTED SUBGRADE PROCESSED --- TRAPROCK BASE 11" WASHED — GRAVEL HANDICAPPED PARKING SIGNAGE TYPICAL SIGN MOUNTING HANDICAP BOLLARD. PROVIDE FOR ALL HANDICAP PARKIIVG SPACES. CENTER ON SPACE. SEE DETAIL THIS SHEET. CONC. SIDEWALK - SEE SITE LAYOUT PLAN FOR WIDTH AND PAVING TYPE N O 1] W 0 / K14IFE EDGE (fYP.) J CONTROL JOINT (TYP.) EXPANSION JOINT (TYP.) a r 6" CURB (TYP.) z FLUSH CURB g ° iTYPA / 1 w w 35 o ;n n: LU It Q Q � w U L" a Lr�_I a 4" BLUE LI N E (TYP.) 12' 3' 8' 8' PARKING SPACES FOR HANDICAPPED N.T.S. 16%R" 123" SQ._ - e 24' SQ 250 WATT METAL HALIDE NOTE: COLOR TO BE COORDINATED WITH BUILDING 5'-0" SETBACK FROM CURB ANCHOR BOLTS - VERIFY SIZE AND BOLT CIRCLE WITH THE MANUFACTURER. 1 3l4" ROUND X 10' - 0" COPPER CLAD GROUND ROD. - BOND TO POLE & BASE FINISHED GRADE CONDUITS AND CONDUCTORS - PROVIDE RACEWAYS UNDER PAVED AREAS; DIRECT BURIAL CONDUCTORS NON -PAVED AREAS. POURED CONCRETE BASE SITE LIGHTING POLE AND LUMINAIRE N.T.S. TOP ELEVATIO-N -- 6" ABOVE GRADE, STEP WITH GRADE BOTTOM ELEVATION VARIES SEE GRADING PLAN. PAVING OR LAWN AS SHOWN ON PUN. COMPACTED SUBSOIL-- --{ C o EXCAVATION LINE TO VARY = WITH 8PECIFK:ATIDNS. -- ---"" 13ACKFILLAS SPECIFIED BYMFR. FILTER FAB= AS SPECIFIED BY MM REINFORCED FAIM AS SPECIFIED BY MFR. 0o O DRAIN & BASE PER MANUFACTURER'S SPEC. O RUN DRAIN TO DAYLIGHT 00 WITH CRUSHED STONE- e�n�t��TeeD vrwslARa�a;w INTERLOCKING MODULAR RETAINING WALL ; 0 N.T.S. NOTE CONTRACTOR TO PROVIDE MANUFACTURERS SMP DRAWING FORAPPROVAL TOWN OF, SOUTH WiNUSOR AUTHORIZED`SIGNATURE •��/'iLtii y�/11�7��� Z � U � LJ H � U Q t—i Lij Z �M LL z W❑u J 0 ��❑ j 0 1--- U U Q 104 Woes SVOW SirmbUry, CT 06M (88m Routh6s,-4S1, 2050 22 (Sotto , 06) Smwstw, NY,06M Mob) 2Ta-742A F 1 3 0!\CT\PIP\1474evergrccn\01 WORKING 05-20-2004 drw\owq\i /i siee.owq, n-usc, u��cii<uu•. w •.� +., �r..,..,�.., �- �•-•----. - IIm I E 00 a I I 0 O s— a I 0 1 io -1OT, 15'—o" I r 32'-8" 32'-8„ a , } f } # 1 , Ij! _ j r f t # f ! � 264'-0" i 31'-4" 16,-4" 16'-4" ! 31'-4" # I i 1 t t ( , L / UNE OF ROOF / ♦ t OVERHANG ABOVE O rl j „ } 32 —8 32 —8 32'-8 s � ti ► 1 ! f ! ! r f t t I ( ! i _ ! —— — . _ . — r....._ .._ _. ..awl. ! 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