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03-12P_SHADY BROOK VILLAGE SENIOR RESIDENCE DEVELOPMENT_STRONG ROAD
prepared by: esign ofessionals, inc. civil engineers . planners • surveyors landscape architects • gis • gps 165 South Satellite Road South Windsor, CT 06074 (860) 291-6755 FAX (860) 291-6757 RAFFIC ENGINEERING SOLUTIONS, P.C. BRUCE A. HILLSON, P.E. 193 Lexington Road Glastonbury, CT 06033 Voice: (860) 657-3579 Fax: (860) 659-0625 <<J SPECIAL EXCEPTION # SITE PLAN SENIOR RESIDENCE DEVELOPMENT R(CU R(C)N(G ROAD U T 'fu W U NL U-""/ 3 0 '" Dan Wright & Associates Architects 49 Hartford Turnpike Vernon, CT 06066 Tel. (860) 646-3269 Fax: (860) 646-2269 OWNERZAPPLICANT: SHADY BROOK ASSOCIATES, LLC 475 TALCOTVILLE ROAD VERNON, CT 06066 TEL. 860 870-9100 FAX. 860 870-5700 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE El cam: REGULATIONS OF CG'JNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF 4? WINGS ARE THE PRGPEIZTY 4F DESIGN PROFE�IONALS, INC., AND HAVE MEN CONNECTICUT" AS ENDORSED BY THE CONNECTOR ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED THESE DRA FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION, IT IS NOT TO BE CONSTRUED AS PREPAPED SFECIFIC,&LY FOR THE oMF_R/APR-IGANT FOR THIS PRO�EGT. THEY ARE NOT HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE rO I>E USED FOR ANY OTHER PURPOSE OR f,Y ANY OTHER PER50N OR PERSONS FIELD SURVEY MAY DISCLOSE. oOb3 14 WITHOUT- THE EXPRESS WRITTEN PERMI�ION OF pE51GN PROFESSIONALS, INC. THIS RAN IS INVALID UN ESS IT DEARS THE ORIGINAL 51GNATIJIZE ANi) IMPRESSION 5Fs11_ TO THE BEST OF MY DGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 ,7F THE PROFESSIONAL ENGINEER OR SLF:VEYOR. LIC. No. RIC ARTEL t ; i,✓ i i. r..) ': a k Nr°-`i< it s.a 1' A E- 0 3 Zoning Data Block ZONE: A-40 RESIDENTIAL USE: SENIOR RESIDENCE DEVELOPMENT (SRD) ITEM REQUIRED/ALLOWED (SRD) PROVIDED Total Parcel Area no minimum 11.85 acres Net Buildable Acreage * note below 8.38 acres 20 units Number of Units 33 units 4 units / nba 2.3 units/nba Parcel Density Lot Frontage 200 ft. min. 199.08 ft. ** Buffer 25 ft. 52 ft.** 35 ft. 205 ft. Front Yard Rear Yard 10 ft. 37 ft. Side Yard 10 ft. 37 ft. Impervious Coverage 60% max. 1.5 spaces/unit 19.8% 4.1 spaces/unit Off —Street Parking or 82 or 30 * The Net Buildable Acreage is the total parcel area (11.85 ac.) minus: wetlands, regulated watercourses and flood plain zone area (3.14 ac. includes the Conservation Easement in favor of South Windsor Land Conservation Trust, Inc. located within the regulated area); slopes over 15% (0.05 ac.); utility easement (0.00 ac.); and R.O.W. in favor of Irwin A. and Geraldine M. Knafel (0.28 ac.). ** Minimum frontage required may be reduced by 1' for every 2' by which the development's front yard setback is increased- *** Parking: 34 garage spaces, 34 driveway spaces & 14 parking lot spaces PROPOSED MODEL SIZES/NUMBER: Aspen —(end units for attached bidg/ 2 detached units) (1398t sq. ft.) Mulberry —(interior units for attached bldg) (1368t sq. ft.) Cypress Standard (1462t sq. ft.) Hawthorne Prestige (1777t sq. ft.) Laurel Standard with basement (1863f sq. ft.) Linden Prestige with basement (1584t sq. ft.) Willow (1999t sq. ft.) Screen Porch (not living space) is an option on all units At least 6 units, or 30%, shall be 1400 sq. ft. or less. This will be achieved by providing two (2) detached 1398 s.f. units (see sheet P-1), and four (4) attached units,[ 1 398s.f ./1 368s.f./l 352s.f./ 1 398s.f.) (see sheet P-2) No more than 6 units shall exceed 1,800 sq. ft., i.e., either The Laurel Standard or The Willow units. Exact mix to meet these requirements. The marketplace will decide which units are built at each location. Unit styles on site plan are for illustrative purposes only. If unit styles vary from as depicted on the site plan, a change order plan will be submitted to the Town for approval. SHEET INDEX 1 COVER SHEET 2 KEY MAP (SITE PLAN) 3-4 PLOT PLAN 5-6 TOPOGRAPHIC PLAN 7-8 EROSION CONTROL PLAN 9-10 PLAN/PROFILE 11-12 DETAILS L1—L3 LANDSCAPE PLANS 1-12 ARCHITECTURAL PLANS SOUTH WINDSOR PLA,NMING DENT. SERVER/JOBS/1123_CV.DWG FINAL REV: 5-I(o-0�' REV: 4-04-03 REV: DATE: SHEET 1 Zoning Data Block ZONE: A-40 RESIDENTIAL USE: SENIOR RESIDENCE DEVELOPMENT (SRD) ITEM REQUIRED/ALLOWED (SRD) PROVIDED Total Parcel Area no minimum 11.85 acres Net Buildable Acreage * note below 8.38 acres Number of Units 33 units 20 units Parcel Density 4 units/nba 2.3 units/nba Lot Frontage 200 ft. min. 199.08 ft. ** Buffer 25 ft. 35 ft min.. Front Yard 52 ft. ** 205 ft. Rear Yard 10 ft. 37 ft. Side Yard 10 f1. 37 ft. Impervious Coverage 60% max. 19.8% Off —Street Parking 1.5 spaces/unit 4.1 spaces/unit or 30 or 82 * The Net Buildable Acreage is the total parcel area (11.85 ac.) minus: wetlands, regulated watercourses and flood plain zone area (3.14 ac. includes the Conservation Easement in favor of South Windsor Land Conservation Trust, Inc. located within the regulated area); slopes over 15% (0.05 ac.); utility easement (0.00 ac.); and R.O.W. in favor of Irwin A. and Geraldine M. Knafel (0.28 ac.). ** Minimum frontage required may be reduced by 1' for every 2' by which the development's front yard setback is increased. *** Parking: 34 garage spaces, 34 driveway spaces & 14 parking lot spaces Irsi44 THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFES51ONAL5, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER FER50N OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVLYOR. MAP LOT PROPERTY OWNERS WITHIN 500 FEET 84 9 45 GORSKI DRIVE AG BUILDERS 17 36 BANCROFT LN. McCULLOUGH, RONALD W. & KATARZYNA 28 95 RYE ST. FOREST VILLAGE ASSOCIATES, LLC 18 28 BANCROFT LN, DUNHAM, ARTHUR C. JR. & CARMEN EAST WINDSOR, CT 06088 19 95 RYE ST. FOREST VILLAGE ASSOCIATES, LLC. 29 49 STRONG RD. N/EMITZ, £DWARD & DOROTHY 20 95 RYE ST. FOREST VILLAGE ASSOCIATES, LLC 30 1414 MAIN Sr ERIKSON, KENNETH // & CHRISTINE B. 96 1 1533 MAIN Sr PORTER, G. HARVEY 31 1430 MAIN Sr MCKENNA, EVELEEN J. 4 1554 MAIN Sr RYAN, CAND/DA M. 32 1444 MAIN ST. MATHERS, ROD R. 5 1544 MAIN ST. BUD/NGTON, JOHANNA V. 33 15 STRONG RD. LONG, DARREN A. 6 1125 MAIN ST. BELL/ZZI, FRANCS D. 34 1456 MAIN ST. RENNIE, KEVIN EAST HARTFORD, CT 05118 35 1464 MAIN ST. SUNDERLAND, £DWARD T. N 12 PO BOX 271. R L R INVESTMENTS 36 1474 MAIN ST. LEE, CAROLS M. W/LLM/NGTON, OH 70271 13 227 SOUTH WATER ST. KNAFEL, GERALD/NE 37 1486 MAIN ST. TOM£L, PAUL £. & DEBRA A. EAST WINDSOR, CT 06088 38 1496 MAIN ST. LOPUTA, PHILIP S. & KATHY M. 14 119 ROUTE 81 KNAFEL, GLEN A. 39 1512 MAIN ST. GOODWIN, DAVID A. & LOUISE 15 PO BOX 92 WINTON, FLORENCE 40 1409 MAIN ST. BORDUA, FRANCIS J. & L/SA EAST WINDSOR, CT 06088 47 1437 MAIN ST. SMITH, CRAIG N. 16 90 STRONG RD. CHARETTE, KEVIN J. & LAURIE A. 48 1445 MAIN ST. H£RR/NGTON, LEE F. & PAULA J. 17 80 STRONG RD. G/ARD, KEITH R. & BARBARA J. (SURV) 49 100 PEARL Sr KEARNEY, JOHN T. 18 70 STRONG RD. LAB/NS, DONALD J. & SUSAN A. HARTFORD, CT 06 f 03 19 42 STRONG RD. HUNT, ROBERT G. & CHAMBERLAIN 50 1465 MAIN Sr. CORPY, H£LEN P. 20 95 RYE ST. FOREST VILLAGE ASSOCIATES, LLC 51 1475 MAIN ST. DONNELLY, RAE R. EAST WINDSOR, CT 06088 52 1485 MAIN ST. ZAGORSKI, JAMES G. 21 458 BREWSTER ST. DANG, HA/ K. 53 1497 MAIN ST. ZAGORSKI, ELAINE P. GLASTONBURY, CT 06033 55 1503 MAIN ST. ZAGORSK/, JOS£PH G. 22 95 RYE Sr. FOREST VILLAGE ASSOCIATES, LLC 56 1511 MAIN Sr TARANT/NO, ROB P. EAST WINDSOR, CT 06088 23 23 GORSKI DR. BENNER, WILL/AM H. & MARIA ISABEL 57 1253 MAIN ST. GEHRIS, ELIZABETH J. 24 17 GORSKI DR. D/ACUMSKI, STANLEY & ANIELA 107 1 278 S. MAIN ST. DINGESS, JOHN & SADIE 25 95 RYE ST. FOREST VILLAGE ASSOCIATES, LLC WHAREHOUSE POINT, CT 06088 EAST WINDSOR, CT 06088 26 95 RYE ST. FOREST VILLAGE ASSOCIATES, LLC * SOUTH WINDSOR LAND CONSERVATION TRUST, INC. EAST WINDSOR, CT 06088 27 20 GORSKI DR. D/ACUMSKI, STANLEY & AN/ELA 96-47 x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE j�1 11 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF v INFORMATION. ALL EXISTING UTILITIES SHOULD CONNECTICUT' AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED NOT TO BE CONSTRUED AS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD FIELD SURVEY MAY DISCLOSE. BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 2 5-16-03 FINAL REV.-APPR. CONDITIONS MHA 1 3-14-03 PER TOWN COMMENTS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 \ IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. RICHARD P. MARTEL LIE. No. NO. DATE DESCRIPTION BY I0AN I t6 1, Wa 0 ra"" I SCALE 1"=200'- - GRAPHIC SCALE 200 0 100 200 400 ( IN FEET ) 1 inch = 200 fL 860-291.8755 esign rofessionals, inc. Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 KEY MAP (11, SITE PLAN) DESIGN.• KMl DRAWN.• MHA I CHECKED: PRD ✓OB ND.: 1123 IDA TE.• February 21, DRAWING NO.: 112J \ 1123-2NEW. DWG Prepared For: Shady Brook Associates, LLC Strong Road south Windsor Connecticut t SHEET 11 12 SUNDERLAND, .h0 h EDWARD T. III A" h / J / N23 052r/C� 15.03'EASEMEN TVOR OF o 16 OAK kSO INOSOR LAND ) / o W/WIRE ` o I to CONSE V TION TRUST, INC. 12 OAK v __1 / op l W R ` / s / /WIE � \ � o\� � SOUTH WINDSOR LAND o� 100 YEAR � IR P �A nav musr, /Na `• ` \ 4 \ i 8 ON P/ E I / FLOOD ZO E C �\ O / 1 �O` / /,\O / 1` ` \ ek3� / / / N� p o �\N. SOUTH WlNDSa? LAND / CANSERVA LION TRUST, /N� � 0 4sz , OR) .ry T = 6z940 0' / 00 UMlT OF 80' REGULATED /O�• OO 20 • AO UPLAND REV1EiY AREA [\/ /// 4 AIIzo. NIF HUNT, o v F ss�9 ry ROBERr G. dt 'A\ / CHAMBERLAIN 1144% 0 hrylp0 / 648 (ij / Z \ . x \Y dry/ 1 2 A 89,38 Ar/N O! \.� R = 75.00' T 937 2 at' h fl / <pNN ..�� / \` �A�O , `` \� \\ `/ I � •.4 l� V / �V W ��I (.l.(qV [' $ * slVf r / �s1vr+`T �$ `�`•`� \ , �,� �� 1540 SULLIVAN AVENUE •SOUTH WINDSO44 2511 06074 to n V/ Y •C' � / o H AREA CODE 880/64425t1 V .s A SOR.CO P 1540 SULLIVAN AVENUE • SOM WINDSOR, CT 06074-2786 / \\ \ t 1 / \✓ / April 25, 2003 '�Odoe.cot�`'6 AREA CODE 660/64425I1 \ FAx860/644.3781S\,\- © = 24�42�47'� .- .__ . E.I.P. e0 R = 85. 00' CF,RTIFIED MAIL 7002 0510 0001 2314 4116 s-4.7s' a ss �93��'\FF R �\ j T = 18.62, -- December 29, 1998 E-1' 82' I P ` 6 S�'� j `s y �\ `�\ L = 36, 66' Shady Brook Certified Mali / S-4.71 ' ` \ ��� c/o Brian Edwards /oad Brian Edwards N ,` _ � � E-1.54' ` ` Vernon,VT 06066 B & M Enterprises, Inc. P O Box 1060 C /' lJt f c 7 Q%L�2 (..(i` Z15 r3' (. `� �, tb Re: A pI 03-12P ' Shad Brook Village Senior Residence Development, request for x \ O `\\ / Section 4.1.12 and site plan for a 20 unit senior residence development located special n tpropertyepion the to South Windsor CT 06074 h ' kyo: a�w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074�� DSO \ , ,. northerly side of Strong Road, easterly of Main Strget,A-40zone p Dear Mr. Edwards: soR.co. TELEPHONE (860) 644-2.51.1 ��, /,/�' 46 ;�o'\��►.. N2318 06 E May 12, 2003 SOK/7H WINDSOR LAND ��j�� `� 24. 63 Dear Mr. Edwards: Re: Appi #98-58P, Shady Brook Village / CANSERVA %TON 7RUSrINC. E. / p `` � We, are pleased to advise you that the Planning & Zoning Commission voted on April 22, 2003, to approve with At the November 18, 1998 regular meeting, the Inland Wetlands Agency/Conservation SNET #3045 /r(� / a ` IRON PIPE modifications the above referenced application for a Special Exception to 4.1.12 and Site Plan of Development. Design Pr„ fessionals, Ina ♦ This approval is for the construction of a 20 unit Senior Residence Development to be known as "Shady Brook" Commission approved appl #98- — IWA/Cc permit for -the construction of a private W/LIGHT V / 165 South Satellite Road O xg , „ on property located on the norther] street, 20 unit Senior Residence Development with 2 detention basins, pavement, `, %-% �� p perty northerly side of Strong Road, easterly of Main Street, A-40 zone as shown on plans South Windsor, (1 06074. / P. O � + " .� � S66 20 47 E prepared byDesi Professional, Inc., Job No. 1123, dated A grading, utilities, sidewalks, erosion control measures and related improvements to be co, h ,(� S23 �$ 06 W 2 prep Design J April 4, 2003, as revised. This approval is subject to known as "Shade Brook Village " as shown on plans prepared by Design Professionals, Attn: Karen Isherwood h \ " V� 15 DO' 00 ` 1. 78' the following modifications: Inc., Job No. 98-1123 and revised through December 9, 1998. This approval is subject to the following conditions: RI;: Shady Brook Associatcs \ \ 1. Prior to commencement of any site work, a meeting must be held with Town Staff Strong Road 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, South Windsor, CT \ `�� / / S66.41 54 »� f 2: No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 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 Dear Ms. Isherwood: 0 77' / SO' R.O. W. IN FA VOR OF /RWIN A. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission granted November 18, 1998 requiring a $10,000 bond and an approval condition requiring the Planning & Zoning Commission shall be considered having met this requirement. \�Clv� SNET #2436 NIF CHARE77& & GERALDINE M. KNAFEL design engineer to oversee the installation of the detention basins. The South Windsor Water Pollution Control Authority, at its regular meeting of May 6, 2003, gate \ �'4 KEWN 4 e� � � 2. The application shall indemnify and hold harmless the Town of South Windsor approval I•or the cwuicclion to the Towrii's sewerage system of a senior residential development on Strong \ 4. An as-builtplan is required priorto issuance of a Certificate ofOccu aitc er Section 8.1.10of the Zonin\ LAUR/E A. O �r• Occupancy g against any liability, which might result from the proposed operation or use. Road, as more specifically shown on plans entitled'`Topographic Map" prepared by Design [ rofessionals, 6 \ �\ O Regulations. Inc., Project No. 98-1123. Drawing No. G dated 2-21-03, revised 3-14-03 and=1-04-03; and subject to the \ Q 3. The permit is valid for five years and shall expire on November 18, 2003. It is the 5. A landscape bond in the amount of $10,000 is required and must be submitted prior to filing of mylars. following conditions: \\ s� landowners}/applicant(s} responsibility to track expiration dates and notify the NOTE:• STRONG ROAD, BETWEEN � ,pro ;y 00 ' Commission of a renewal request at least 65 days prior to expiration. I. i4ust conform to "town and State regulations regarding the Small S stems .Act g g 3 y GORSKI DRIVE AND PROPOSED EK 77NPLE b O 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of 2 South Windsor. Technical approval of the Town Engineering Department. O \ BAILEY CIRCLE, SHALL BE TO BE MAPLE �ry o,'� ry •� 4. All approvals required must be obtained and submitted prior to any activity on 3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once RECONSTRUCTED ONCE UTILITIES / PROP. 11NM PRIVACY FENCE 70 BE INSTALLED the site. The sewer line has been installed and inspected by the Town staff, and based upon the written A� \ \ \ ARE INSTALLED. 00 �ry ON PROPERTY OF AND MNNTAI/Y£D BY OWNERS 7. WPCA approval is required. A hold harmless agreement and permission to enter form will need to be 5. A contact person shall be identified on the plans. Verification of thstaff e Town stathat said sanitary sewer line was installed in substantial LAND N/F WINTON, FLORENCE provided to the Town to allow the refuse & recycling vehicles to enter the site. conformance with the desibm plans previously approved by the Authority, and meeting all Town \ SNET #J046 (NI MIN. HT, OF 6; TO BE TAPERED BELOW 3' 8. The street number(s) must be included on the final plan. fC MAPLE APPROAG)"I/NG STRONG ROAD, SO AS NOT TO regulations and appropriate technical specifications relating to sanitary sewer construction. � � �W/L/GHT & RISERS 7p 8E /dEalOt£D ��� S,��NE� 9. Trees to be cleared must be tagged and reviewed by Town staffprior to clearing. 6. We recommend a bond in the amount of $10,000 be submitted to the Planning & ` EX. SMH Zoning Commission to ensure compliance with the Erosion and Sedimentation This approval letter must be superimposed on the final approval plans. ` ® Ex E REW • MAPLE N/�' \ O \ � � �p yEp 10. The Architectural Design and Review comments are incorporated: Ali of the units should have some sort of Control Measures. �^ M2 WIN7 WW, FLORDI O brick masonry; the unit should be placed so that no two identical units (in color) will be placed next to each Very truly vows. '�"\\ \ N 368375.4252 / 7. Detention basins are to be inspected and mowed once a year to eliminate woody' \ \E other; the landscape architect should oversee the planting plan. 638688�6 growth within the basins. \ \ $,TQ 11. Engineering comments dated April 2, 2003, must be addressed to the Town Engineer's satisfaction. =25 8. Design Engineers will personally supervise the installation of the toe drains and ; ��/ /7,ROP. �A'p,� 12. Site line clearing must be completed at the intersection of the new drive (Bailey Circle) and Strong Road in outfalls designed for the site. Jcsrph J. C'ariiio, CIhairr,:an \` \ TREE 7' S/CiIV� .-- j(�c M1 accordance with the recommendations of the traffic engineer. Ward Pollution Control Authority 66 6�' IV 368355.5511 9. As builts will be submitted to Town Staff for approval, 13. Buffer along drive should be constructed with a fence 6 feet high, 200 feet in length. 10. Trefoil and crown vetch, which are aggressive growing legumes with low / \ \ s � E Cc: Matthew Galligan, Town Manager 638727.9390 � 14. Sidewalks are required on both sides of the street up to unit 20. ]Michael J. Gantick. Director of Public Works R= SNET #2204 maintenance, are to comprise 50% of the seed mixture used. Jeff Doolittle, Town Engineer \ \ \ TO BE REL OCA TED Black and white transparent mylars of Sheet 2 with the above modifications, together with three blueprint Marcia Banach, Director of Planning \�� 00 copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. John Collins, Chief T3uilding Inspector STREETL/NE NOT ESTABLISHED. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission Very truly yours, STREETLiNE, AS DEPICTED, IS TAKEN \ Shady Brook Associates, LLC' \ must be reproduced on the mylars. FROM INLAND WETLANDS AGENCY/ � ASSUMED. P REFERENCE #1 AND /S ���� After the mylars have been signed by the Commission, they will be returned to you for filing in the Office o the CONSERVATION COMMISSION \\\ \ Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. NO TES. \\ \ �� Sincerely, ✓Cz� ram, 1. ALL MONUMENTA TION FOUND OR SET IS DEPICTED HEREON. \ \ SNET #3047 t' I \ \ \ W/RISERS Elizabeth A. Warren, Chairman 2. HORIZONTAL DATUM BASED ON NAD 27. EAW/pmm J. 50' ROW IN FA VOR OF IRWIN A. KNAFEL AND GERALDINE M. KNAFEL AS PER V.115 PG. 282, 4. WETLANDS FLAGGING DETERMINED BY REMA ECOLOGICAL SERVICES, L.L.C., ON 6/11 & 811198, Cc: Town Engineer Planning t3a Zoning Commission AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. Chief Building Official 5. STRONG ROAD STREET LINE TO BE ESTABLISHED BY MONUMENTA TION (DEPICTED) AND QUI T CLA/M Design Professionals, Inc. DEED IN FA VOR OF THE TOWN OF SOUTH WINDSOR. MAP REFERENCES: 1. MAP FOR IUDSON A. & KA THLEEN B. BANCROFT AND THE ESTA TE OF BENJAMIN L. BANCROFT MAIN STREET -STRONG ROAD, SOUTH WINDSOR, SCALE I" = 40;• MAY 1972; SHEETS 1, 2, & 3 OF 3,' PREPARED BY WILLIAM J. CARRINGTON, REG. L.S. 2. SUBDIVISION PLAN - PROPERTY OF ANDRE L. CHARBONNEAU, ARNE H. DALENE AND EMIL L. DOWNEY - SOUTH WINDSOR, CONNECTICUT, SCALE 1 "=60'. DATED JAN. 25, 1988, PALMBERG & RUSSO. J. ESTATE OF HERSERT H. HOSKINS MAIN STREET, SOUTH WINDSOR, CONN. SCALE 1 "=40;• MA Y, 7990, 10HN J. CONNOLL Y, JR. L. S. 4. REVISED MAP FROM MAP SHOWING SOME PROPERTY OF BENJAMIN L. BANCROFT IN THE TOWN OF SOUTH WINDSOR, HARTFORD COUNTY, CONN. BY EVERETT 0. GARDNER, APRIL 1958. SCALE 1 "=40', SEPT 1961; CLASS A —2 BY H.F. ROSENBERGER L. 725. \ Kevin McCann, Chairman Planning and Zoning Commission \\ ^ \ KMeC/kah LEGEND O IRON PIN TD BE SET El MONUMENT TO BE SET 0 EXISTING IRON PIN ■ EXISTING MONUMENT ��\ \ \ O Q� EX. HYDRANT 1 SNET 095187 W/R/SER \ cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal \ 'T ---� \ \ \ SNET #3048 \ \ \ \ o \ o S I, x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291 • 8755 RESURVEY/PROPERTY SURVEY PREPARED FOR: SHEET �,,t, LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE n O to INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE • � PLOT vto 01 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. PLM SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 40 p 20 40 gp&rof e�ir7'��n Shady Brook Associates, LLC 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 5-16-03 FINAL REV. PER APP. CONDITIONS KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MMMI 3 BY A LICENSED LAND SURVEYOR PRIOR TO essionals inc■ }� CONSTRUCTION. 2 4-4-03 SURF. BASINS/TOWN COMMENTS KMI IN FEET . DESIGN. KM! DRAWN KMl CHECKED. KM/ STRR O V G ROAD 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3-14-03 PER TOWN COMMENTS MHA 12882 1 inch = 40 ft, JOB NO.: 1123 DATE.• February 21, 200 12 Civil Engineers Planners Surveyors CiS y IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. SOUTH WINDSOR �C®It N ECTIC�. T OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0. DATE DESCRIPTION BY 165 south satellite road • south windsor • connecticut 06074 DRAWING V 112J\ 1123_3--4NEW,dwo 6 s GAR.=67.50 F INV.(65)= 59 35 / 0 6 r + t + I I \ \ ti6�• >T .O.W.=68.2 5 /P, �bp 'So3. AR.=67.25 XV �J / / S �a�' \ `\ `� \ 67,00 0 1 P F P. C-CB 6A �5 ^ E` \ 64.45 XL f 11 \ \ ` 66 o� INV.( )= 61.00 X 6>. x6625 ® \c R \. .S V / `� Mr - 2 SOUTH WNDSOR LAND ti Q`' CaVSERVATION 7RUSrINC. ♦ t G i 1 I 111 ,ry T.F. 64. N T. F. =6 -CB t OUBL �R �6 ,O �Q 9 /NV(8')= 34 p V.(1 )= 10 IN .(6')= O PR P. C-CB 5 p �o =65.15 0� O 68' S ' I V. 15")=59.7 q p Ni'-A N\ 1� V. (6' 60.50 J' // q �h 141 l NIP HUNT, 1` �' o P OP. C- B 2 R06ERT C% & y� �. 0 0',° F.=6 ' t �� �J2 NV. 15" 5, NV. -^ O Ohry/ / (iqR 69 ,� INV.(6") 6C 1 Q C1 6,3 lz 65.0 \ ` O \ 'T.F.=66.10 \ INV (8')=55.60 l(V V. (6')=55.7EI 8.50 X64, x64,7 s" /rV � � 6 �RYC6 / % �F \ Sti odic �s eo p,6 Cq r Y 6 ti sq \ 9 �Sj2 R �6 >S 2 x690 8�/J\ P.S.M.H.S T.F. =67.05 --------- \t `.\`YY�->Q INV.=55.30 ------- � --� J ."-'f ! �\t \r \t i `` \ 6 x �69 rQ I V.=60.50 x6 5 ------------ i 66.0 0 0 INV=60.75 ' S.M.H. 4 T.F.=68.71 O- \\ \INV.=55.0 --- \ ory _ IN 1-1 SOUTH 1NNDSA►? LAND .CCJ ` 66.7 SER{/ATION TRUST, INC r ` \ NOTES• 1. ALL MONUMENTAT/ON FOUND OR SET IS DEPICTED HEREON. 2. HORIZONTAL DATUM BASED ON NAD 27. J. 50' ROW IN FA VOR OF IRWIN A. KNAFEL AND GERALDINE M KNAFEL AS PER V.115 PG. 282. 4. WETLANDS FLAGGING DETERMINED BY REMA ECOLOGICAL SERVICES, L.L.C., ON 6111 & 811198, AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 5. STRONG ROAD STREET LINE TO BE ESTABLISHED BY MONUMENTA77ON (DEPICTED) AND QUIT CLAIM DEED IN FAVOR OF THE TOWN OF SOUTH WINDSOR. 6. ENTIRE SITE IS WOODED. 7. FIRE HYDRANTS TO BE PROVIDED AS REQUIRED BY FIRE MARSHAL. MAP REFERENCES- 1. MAP FOR ✓UDSON A. & KA THLEEN S. BANCROFT AND THE ESTA TE OF BEN✓AMIN L. BANCROFT MAIN STREET -STRONG ROAD, SOUTH WINDSOR, SCALE I" = 40; MAY 1972; SHEETS 1, 2, & 3 OF 3,- PREPARED BY WILLIAM J. CARRINGTON, REG. L.S. 2. SUBDIVISION PLAN - PROPERTY OF ANDRE L. CHARBONNEAU, ARNE H. DALE -NE AND EMIL L. DOWNEY - SOUTH W/NDSOR, CONNECTICUT, SCALE 7 "=60: DATED ✓AN 25, 7988, PALMBERG & RUSSO. J. ESTATE OF HERBERT H. HOSKINS MAIN STREET, SOUTH WINDSOR, CONN. SCALE 7 "=40',- MA Y, 7990, ✓OHN ✓. CONNOLL Y, ✓R. L. S. 4. REVISED MAP FROM MAP SHOWING SOME PROPERTY OF BENJAMIN L. BANCROFT IN THE TOWN OF SOUTH WINDSOR, HARTFORD COUNTY, CONN. BY EVERETT 0. GARDNER, APRIL 1958. SCALE 1 "=40' SEPT. 1961• CLASS A-2 BY H.F. ROSENBERGER L. 725. OWNERZAPPLICANT: SHADY BROOK ASSOCIATES, LLC 475 TALCOTVILLE ROAD VERNON, CT 06066 TEL. 860 870-9100 FAX. (860) 870-5700 -o{x on II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS N w LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ib CD INFORMATION. ALL EXISTING UTILITIES SHOULD "v BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 5-16-03 FINAL REV. PER APPROVAL CONDITIONS KMI BY A LICENSED LAND SURVEYOR PRIOR TO 2 4-04-03 SURF. BASINS/TOWN COMMENTS KMI CONSTRUCTION. 1 3/14/03 PER TOWN COMMENTS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY -5- CW R A94f 0 -T 05r,� /NC 40 x69' / \ IMI LT OF 80' R£TL'SQG6(A\ UPLAND REVIEW ARC \ \\ 1 / PROP. / CLEANOUT (TYR) cy /T.F.-66.50 .D� \ \ INV. (15")=6-0:-2 ^� �$- - _ _ ' INV.�6:')tA66.95-1/ 0 = 24'4247" / R = 85.00' LA T. YP T = 1 S 62' L=36.66' \ IN S2378'06 "W ftlw. 15.00' T. F. = 67.75 INV.=54.50 \ \ / S66 ,4154„E PROP. C-CB A / / \ .._ 0.77' \ `,ENV.=63.50 / Nlr CHARETTE, / - - - - -- KENN d & ` \ \ LAURIE A. \ \ r rr °O �F M66 4 r NOTE. STRONG ROAD, BETWEEN- ' / N \ , \ INV. =52. 90 r BARLEY CIRCLE AND PROPOSED t ° r BAILEY CIRCLE, SHALL BE + RECONSTRUCTED ONCE UTILITIES / CD PROP. C-CB¢#3 T.F.=67.65 p INV. =61.25 z N2378106 "E - 24.63 0 566 20'47"E 1.78 -20' - 15" ADS N-12 ® 1.25% PROP. C-CB##2 T.F.=67.0 INV.=63.25 LEGEND • EXISTING IRON PIN ■ EXISTING MONUMENT 0 IRON PIN TO BE SET El MONUMENT TO BE SET _ 520 _ EXISTING CONTOUR 52o PROPOSED CONTOUR x 287.3 PROPOSED SPOT GRADE X 287.3 EXISTING SPOT GRADE 1 PROPOSED TREELINE -F- PROPOSED FOUNDATION DRAIN (6" P.V.C.) -S- PRQ,POSED SANITARY LATERAL (6 P.V.C. S=2.08% MIN. -W- PROPOSED WATER SERVICE (1" COPPER) \ 1 ARE INSTALLED. PROP. VINYL PRIVACY FENCE TO BE INSTALLED PROPOSED BIT. CURB 21 \ ON PROPERTY OF AND MAINTAINED BY OWNERS EX. C-CB �j ca c� \ / / LAND N/F WINTaV, FLORENCE. T.F.=65.30 8' \ (NOT£ MIN. HT. OF 6; TO BE TAPERED BELOW 3' PROPOSED EDGE PAVEMENT 1 pc S \ ` / APPROACHING STRONG ROAD SO AS NOT TO (N 0 CURB) EX. S M.H. 1 "A//r�RY ' ' - OBSCURE SIGHTUNE.) N ` \ , 124' ^• 15' ADS � T.F.=66.22 \ \ pRpp r' N 12 0 1,25% iNNTt7W, FLORENCE INV.=52.48 �•^-\ \ TF�6 C�Ce �/ ` Doti 1� / EX. 0- CB \ PROP. 8.40 lq / \ ` TOP SIGN / \ T.F. = 65.84 \ \ I' =25 PROP. C-CB'#1 \ \ \ TREET SIGAlh,,,,-� S E ' T.F.=68.40/ \ X69.1 69 25 \ STREETL/NE NOT ESTABL/SHED. \\\ \ \ 9 STREETLINE, AS DEPICTED, IS TAKEN A' �C\\ "�9 87 \ d� FROM MAP REFERENCE R AND IS O•� ASSUMED. P. S. M. H.2 T.F. =69.2 \\ \ INV. =53.80 \ \ \ EX. C-CB\ T.F.=70.80 \ EX. HYDRANT EX. C CB \ T.F.=70.40 \ 4 \ THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 860.291.8755 esgn rofessionals, inc. Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 T PUO QRAPR� MAP DESIGN. • KMI DRAWN.• KMI I CHECKED: KMI JOB No.: 1123 1 DA TE.• February 21, DRAWING NO.: 112311123-5-6NEW. dwa NO TE.- 1. ALL UNITS SHALL HAVE BACK WATER VALVES INSTALLED IN FOUNDATION DRAIN OUTLET PIPES, AND ARE TO BE PLACED IN ACCORDANCE WITH THE BUILDING CODE. EX. C- CS ® T.F.=67.21 w .i RESURVEY/PROPERTY SURVEY PREPARED FOR: SHEET Shady Brook Associates, LLC 5 STRONG ROAD 1 SOUTH H WINDSOR CONNECTICUT _ LEGEND NG RON PIN ■ EXISTIING (MONUMENT TOE DRAIN /' /fit; ''___-- - �`''------_ -/ _ _-" - ------ �---� �, IRON PIN TO BE SET INV.=47.0 trt �'__ - ---- ^--- - \._- ____--- -.� -- El MONUMENT TO BE SET /it --_....., - -_ _ `---- `` _-------_-` \ \ \ _ 52C _ EXISTING CONTOURS PROP rffNDWALLN` \ I / �� �\`' __�----"_-_, `---_ "--- \ \ - - �. � \ 52o PROPOSE�OUR .01 / ' I� 48.50, tz I / / \� ` / \t\ TOE DRAIN "�r�9, � .... `� ^ � - ` - �' ' - \ � \♦ ` � � ` - - ` � ` � ` � \ ` Ile / , / ,' 1 INV.=53.75 -- ...,1 - - _ - _ , ` _ , , - \ x 287.3 ROPOSED SPOT GRADE ' , • ► / \ \ STONE OVERFLOW 1 ` \ ` / \ ` ` ` / / LEVEL SPREADER / " - - - - - - - - - - - - - - - - - - - - - - - - - - \` , / \ `N `N � x287.3 EXISTING SPOT GRADE - `` ` ♦ , / ` N \ . .� -- \� •� ' o ds�' I 1r ' \ �S �� 03 �^ -' /�' , . �� LJ PROPOSED TREELINE r / • \ \ ' / h \ / '� \ - F - PROPOSED FOUNDATION DRAIN ( PVC) t t_ Ste. TOE DRAIN \ / \ ` \ 1 _ f \\ ti%\\ INV.- \ \ / , ♦` `� ♦` \ ` �» ` 20 ORA/NAGS EASEMENT , ^ ? q 'D /4' _ _ _ _ _ _ N N. �,' /` ' ,' \ 1 ' N ` \ \ - S - PROPOSED SANITARY LATERAL ( PVC; S=2.08% MIN.) \ \ \ IN FA VOR OF 1 7� 3 C RR. ® ' PRO T \ ef, 1J _ \ \ ♦ ` � ` . / ' ' ' 1 `, ` ` ♦ \ '. \ \ \ / SHADY BROOK ASSOC/A TES, LLC , I t %._:;<:;;: r - ` ` ♦ ' ' ♦ , - ' ` ` • \ " \ \ / I - A u _ _ _ _ _ _ _ ♦ ` \ \ N/� -w- PROPOSED WATER SERVICE (1 ¢OPPER) ' , \ \ \ ► , _ ' / ` . ' / ' , . ` . \ ' ` . \ SOUTH WWNDS'OIR LAND _ 1 / r ' -59 \ ` ' \ ` CONS�"Ri/Anav TRUST lN� PROPOSED BIT. CURB \ I 7�10 / t INV N ' \� ♦ . �. \ �� �♦ �� PLUN r POGS' , I , INV 12" 49. \ ♦ ' ` ♦ ` ♦ \ RIP -RAP CHANNEL ' ` r r ' J \ ' \ v / \ ` \ ` ` �� PROPOSED EDGE PAVEMENT �\ �• , 1 r r I ' ro�{y� / o I \ /%� ` \ . �. (NO CURB) UT01 NW \ \ \ \ �ry t1 + , ' 1' rr �. , ETEN TION k� 6' WIDE , PR P. 8" F.E. �\ ` ,' / �'� �.?08 \\ `. \bQE�DRATI\ `` t `` `� Ti K�N / POND CHANNEL INV. 56 0 P. \ \ . �• ` . ` \ 1 TOE RAIN I \ \ \� B 4» 5"ONE'o F.= \ \ / \ ♦ •INV`.=5`7.75� ` ` INV.�7.0 \`` r Ir IN = 3.25 / INV. 15"�=5 y �\ \ ` ` \ \\ \ LEVEL SPK� DER ^ \- r r , , , N6j. TOE DRAIN ` ` , \ \ ' t! I \ + r r 825 INV. }=57.25 `oo. _ \ ` \ F�RO�. ENI�WAI.L \ c.�� I NOTE: ADDITI>Z9 AL ASURE� Y BE REQUIRED BY \\ 1 I I r r / x55 itsv: 5 ' 60'-6" p sro \�3^ \ INV.=54.0 \ ` `� Iy IE� , ' + I r s /y \ \ \ DESIGN ENGINEER OWN ENGINEER, ENSURE i' \ ®ZS 00' ` UFF STONE 0 L \ ` \� ` y , eNEER .Cs„�oos�Y ` •�� RIP-R�P_D�KHARCHANNELGE UPON NATIVE SOIL 5 1.0 �-- ' {TO DRAIN 8-15" ADS `�, b' \ ^� /� �J DETENTION SPTL`6Jt\Y (EL: ♦5�'_::..,\ - N/r \, \�' \',\`\t`� INV=54.0 \ 607 N-12 ®On � � � \ b x65, \ �� h 54J5 POND PROP. DETEN�I N �� �, `� \ ' SOUTH WWNDSOR LAND \ \ \� ' \ e ,' , BASIN OUTLET \ \ 1 \ \ \\`�` `�`� \ \?S'e \ j T.F.=58.2 r ' . 4 -_ _20_D FAG�'OF------'/ /`` cowsER�AnoN rnusr INC./NcY \ \ \ \ \ \ \ _ , , z _ _ 3 �FFR INV 6"" IN=54.0 ' /. N \ �Sffi4BK-BR6tQK ASSOCITF kLC , - \ � \ \ \ � . \ ♦ � � ' N � INV. 12' UUT)=49.75 a � _- \ \` ; `1`�`�\� \\ ♦ ``� ``t ,' 6 N T.O.W.=67.75 cep =58.0 o7PLUNGEP00LS\ � � GAR.-66.75 \ ` f ' t `` \ `♦ `` \ ` _ m ' ' / 58.5 F \ 6 , .e �B�` ' _ ♦ f0E_DRAMJ ♦♦ \ \\ \\ ` ` ,' 1 14 INV.--47.(:. v x •5 OO ,' 1 `TpE 68AIN _ ♦ \ \ \ `\ ` - _ / O 3 T.O.W.=67.50 X, \ O INV.c53 N `♦ `\ \` \\ \ \ \ �\ ,,'' _ _ GAR.=66.50 CHANNEL CL-CB y�o 64.50 s$?S 4 STONE ` ` IN .=57.15(15 L� IT bF 80' REGULATED \ / . O . W. = 6 7 .6.25 1 > UNANA RE EW AREA + S \GOO' r '� '�.' .'' �'OF80; 6ULATED ` ,', J r \`' �00 r s GAR.=66.25 PR 1 RY r ` \ �\ \ r / P r o • °,• r p INV. 5 2 UAA/VD//?E I ROP. CL-C / T.F.=64.60 X62, k� 11 13p� y�7?® 1 =61.25 TOE DRAIN FF\ 1 416 / ' / / r Dv - 8 0 INV.=53.50 I \^ `S?8• �/ /`r'r�� 10 ' SS9 o 00 ,' '� O S INd=59.05 / ' r / ' ' O r P. S.M. H.10 \�O S , , // , r' r / O ` O,6, /'If cad �•^ t z INV. =58.2J 6 i f / O• Q h0 s 8 5.-65.11 0 .q pO W 6800 , r / / , ti ` , , I !�• s r P. S H. 9 r T, 8 . 6l ' �� � / r r I I J• ( /N . _ . 45 /rV '1 • � I 1 � - _ P. C 10 NTR SMH 72' L to D S CNT INV =59.00 - \T.F. �h ' F, 6 I ) PROP. D.M.H. ' / . 0 r r ' �Y ' r �I O 1 WITH NT INV.(10")= ib ItJ ' P T.F.= 64.40 r / / r r I N '� ae "1 � 15 'S � N INV. 15")=57.88 /. ' / p ' ' r , r t ` ��'+ , `\ `O IN.(6")=58.65 ` \ \ t \ ` ,'' - `� 1 --' �,� GQ` ' ' I ' ' r r V:61, x66.5 �/r 146 17 0 V-.-48-- / 1 'r � ' i I r' � a�// Sq�iT �O� ^ � \ \` �. / �h / / ,' '+ `t 1 ' i r '' r 2S O \ �°' a r' �/�• \ ' 68 1 � T. 0. W. = 6 8.10 e z z 1 , f 1' , �O . 4 �o� 0' 6 T.F.=66.05 x I `\ '\ `, ` �, \ / ,' / \ 'I ♦ r \ P. S. M. H. 8 � 1V23(f529"E , GAR.=67.10 67,25 \ 1 /\ 1 INV. =56. 95 r + ` 1 / \ ♦ \ 1 N x63,0 . ' 7 ` r x67.5 SUNDERLAND, ,,/ ,,' - ,,�/ \ , ' 6A 5 � / , - x6 , T.O.W.=68.0 rti �� \ \ , EDWARD T., /l/ :`�/ / / , , , / , . _ - - - . \ , �, �° k ROP. CL-CB#7 •1s OAK \ X6 . s T.O.W.=68.5 = � GAR.=67.0 s - p T.F. 65.75 WIWIRE ` 'S NV. 15")=58.60 ♦ \ INV.�6 )=59.35 GAR.=67.50 F W�W/R�"\ \ L", \ 64,0 O 5 INV''5950 �` \\ 1' A'/ \` �. NV.=59.75 , - ♦ -`_/ `� �. �, \ <v n�WINQS0R \ I I ► , 1 I I / / �c` 67,00 rp o T.F. 64.45 ` CW�s RVAW4W niv5r,, IN \\\ ` X6\\ 66 a� D INV. ")=61.00 rye\ T �, x66.5 � ® \ G • Y!' � O / / ` � \ 1@8 � \ 1 t,'\, �' r ,1 \, /All O \ \ gG a �� /N R., l \ �\ / Q SOUTH WINDSOR LAMD r 0 r r r � o NOTES l z \ .q �� % a ,1� LIMIT OF 80 REG6lL11 / r I CONSER{/A nav TRUST, INC. \ I � G � , 1. ALL MONUMENTATION FOUND OR SET /S DEPICTED HEREON. I PS a PR -CB OUBL �6` O �O 2O /�^ O\ UPLAND REVIEW ARt� T.F.=6 \ 9 \ ` ` 2. HORIZONTAL DATUM BASED ON NA 27. 34 6 V.\ I ")_ �U i S �O J. 50' ROW /N FA VOR OF IRWIN A. KNAFEL AND GERALDINE M. KNAFEL AS PER V.115 PG. 282. /N . 0 F ` `' I �/ 4. WETLANDS FLAGGING DETERMINED BY REMA ECOLOGICAL SERVICES, L.L.C., ON 6111 & 8111,98, / e =65.15 6 O lY , \' U 168. ` I V. 15" -59.7 '/ �o Gq �� ��\ ��` \ t 1 ,I / AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. / 4 S ) U R. O ♦ / ��. ` ` , f 1 I t Nip N V.(6' 60.50 �� 6 8 ` _ / _ s-, 5. STRONG ROAD STREET LINE TO BE ESTABLISHED BY MONUMENTATION (DEPICTED) AND QUIT CLAM / x ,5 / 8 qR ^1� 66 � � .9 8S � '� - ,'�\��,t..�`\\\\\ \ 1 f DEED IN FAVOR OF THE TOWN OF SOUTH WINDSOR. 4 \ /V _ _ _ _ - - - \ \ \ \ / `Fp t , I \ ♦ 6. ENT/RE SITE IS WOODED. N� HUNT, /� O 05 \ 0 O' - ' F \ t\ \ \ \ \ \ , \ \ ` \ 7. FIRE HYDRANTS TO BE PROVIDED AS REQUIRED BY FIRE MARSHAL. ROIBERT G: ,� % Q ii �° \ - 68 " \ `; \ \ ` `` ` ♦ ` ` - CHAMBERLAIN Ott/ 0 �J. , N V. 15" - 59. 5 V '' �, ' ,G �6 z J �I�, T.F.=66.10 J' �8 " % Q G� INV. (8')=55. 60 f J \ � \ \ \ \��7�\\•`_-`Y _ \\� 0�/00 �/ \68 V(6')=55.7 ` S , T A 75 O / \ S '"O \ \`�i� \` `� `�' _ _ TF6' CL� x 8,50 0 \� 6S\ PROP. / ` `` `, - ` \ \ ;_ _ -•-� \ x64, x64.7 ,cis; s>, A �6o2s�iFe�, rQ �'1/ ,e�`` ti� (TYP.) /ry OWNER APPLICAN Too°Rrw ' °og �c >seop, Gq • �6 ti sy PROP. C-CB 4 / �,• /�o _ -SHADY BROOK ASSOCIATE LLC \ ` �' .` - ♦ \ 9pT �6 E< Or 632 R `9 x T.F.=66.50 .� \ / 3>s �' s� 6 �S 2 69 / �1 -68- - - - - - - - - - _ - YI75 TALCOTVILLE ROAD - \ ,60 \ , o , ? 8 )S P.S.M.H.5 �� h� INV. (15") 610;-2 - - ry� - - " ; VERNON, CT 06066 \ , T.F.-67.05 \ _ _ \- ` ` NZ /NV.=55.30 TEL. 870-900MAP REFERENCES. - - - - - - - - Gq�860� 860870-5700 A. KA THLEEN B. BANCROFT AND THE ESTA TE OF BENJAMIN L. BANCROFT \ . ' ' ` `) \ \' \ \\ + `i \ \ \ ` \` \ i , \ 66 \ ' `' �6 O `�b x6 1. MAP FOR JUDSON & _ _ _ �. , \ 9 / I V.=60.50 O // MAIN STREET -STRONG ROAD, SOUTH WINDSOR, SCALE I" = 40; MAY 1972; SHEETS 1, 2, & J OF 3, - ' AL4 - - _ _ _ _ - ` - /j -! , , r / \, x65,0 • S9/ U'r PREPARED BY WILL/AM ✓. CARRINGTON, REG. L.S. / 2. SUBD/V/S/ON PLAN -PROPERTY OF ANORE L. CHARBONNEAU, ARNE H. DALE NE AND EMIL L. _ - - _ - - - " ' ^ \ / DOWNEY -SOUTH WINDSOR, CONNECTICUT, SCALE > "=60'. DA TED JAN. 25, 1988, PALMBERG & RUSSO. - ' - - ` - - _ _ _ _ _ ' �' ' �- - ` ' ` I �'66+5 �8' \ �p ��R�'ss�� \ ti �2 / NOTE.' 3. ESTATE OF HERBERT H. HOSKINS MAIN STREET, SOUTH WINDSOR, CONK. SCALE 1- 40'�' / , ' ' �/ ` ,' ' ' / 2srj,. \ •0 = YJ / 1. ALL UNITS SHALL HAVE BACK WATER VALVES MA Y, 1990, ✓OHN ✓. CONNOLL Y, ✓R. L. S. 9,A !y O , g / INSTALLED IN FOUNDA T/ON GRAIN OUTLET PIPES, 4. REVISED MAP FROM MAP SHOWING SOME PROPERTY OF BENJAMIN L. SANCROFT IN THE TOWN OF ` ` - - - / ,' - " . / / \ \ \ / '\\ \\ , I = 24�4247" AND ARE TO BE PLACED IN ACCORDANCE WITH SOUTH W/NDSOR, HARTFORD COUNTY, CONN. BY EVERETT 0. GARDNER, APRIL 1958. SCALE 1 "=40, - \66,0 85. THE BUILDING CODE. SEPT 1961; CLASS A - 2 BY H.F. ROSENBERGER L. 725. "/ - \ 66 O _60,75 R = 18.62 - '' , , '/ /` / 639S\IP- FFFR � x67.0 lIJ1/- AN'SLAT YP. / / r = �8 s2' v-<x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860 291 • 8755 RESURVEY/PROPERTY SURVEY PREPARED FOR: SHEET N IW LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE 4�P�C��apb[l� MAPSTATE OF . o a BE �RELDTIVERIFIED PRIORNTOUCONSTRUCTION SHOULD SURVEY CONFORMS ITOTHORIZONTTAL ACCURACY CLASS " AS ENDORSED BY THE EA-2 ANDSVERTICALNACCURACY T-OF LAND 2 SURVEYORS, INC. THIS 40 GRAPIi 20 SCALE 80 ��'�� O O Shady Brook Assocra tes, LLC 6 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 5-16-03 FINAL REV. PER APPROVAL CONDITIONS KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY A LICENSED LAND SURVEYOR PRIOR TO 2 4-04-03 SURF. BASINS/TOWN COMMENTS KMI ( IN FEET) 00rof essiona s9 DESIGN: DRAWN.KMI CHECKED: RJA inc. STRONG ROAD CONSTRUCTION. , KMl • 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3/14/03 ADD SURF BASINS/PER TOWN COMMENTS KMI 12882 1 inch = 40 ft. 1. Civil Engineers • Planners • Surveyors ' CIS ✓�B N�: 98-9123 DATE February 29, 2+7� 12 IMPRESSION SEAL AND ORIGINAL SIGNATURE LIC. No. 165 south satellite road • south windsor • connecticut 06074 DRAWING NO. `�aV��®1N. �L®1VAV1G�1�u�lV 1L \ OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL : 1123 9123_5-6NEW.dw 64 62 60 58 56 54 52 50 48 46 44 42 40 64 62 60 58 56 54 52 50 48 46 44 42 NIP, SUNDE]RLAND, EDWARD T I// r 1 r i I • ' , ' . " - - " / I x63,0 x67.5 X6 TP \ A,I�/aR,OF' T.O.W.=68.0 O SO /N O LAND > 6 x6:3 2T.O.W.=68.5 Q• R 6 \ GAR.=67.0 o I \ \ - / ` = CON.. V 40Nr MUU�T-1/yE." _ _ \\ GAR..50 64,0 6 50 \ \ x66.75 .O.W.=68.2 / I �J , \ x65.0 ♦ + � / � \ 67.00 ♦. t�, . 5W 7f%WINDSOfZ L4ND , ' • I ; ,' 1 1 �; + .\ \ �� ss X69pp ♦ �� Ci�NSERVA�`1FLlST;,)N� oil 10 X/,a ♦ J \ � i t �• TEST PIT DATA: � X6 \ 66,0 � m � T O 18 � 1, L\Q(X%� SOILS SAMPLED BY DESIGN PROFESSIONALS, INC. AUGUST 18, 199� ♦ X66.5 ° I I ♦ x66.25 TEMPORARY �► 6 1 A�. �`��TESTP/T#2T07.5' � \ �� �/Q\ (� �� / 0 - 8" LEAFY DARK BROWN TOPSOIL W/ROOTS N TOPSOIL 6� /� 4 1 8 48" TAN SAND L AM / � \ � i r r / - Y O \ ST CKP/LE ` S T 19 / / ` \ ` \ . ` \ ` , ` \\ + I I r 1 + , i i 48 - 90" BROWN SILTY SAND SOUTH WINDSOR LAND \ �. CONSERVATION TRUST INC Gj/ / . • \ \ i i ' I TEST PIT #3 TO S.5' ' C.Q,Q �� ` C9LIMIT OF 80' REGUlLA r i i i I 0 - 16" TOPSOIL WITH ROOTS `` 6'9 O %O 20 ` ` /O UPLAND REVIEW Akt,4 16 - 54" TAN SANDY LOAM PROP. SILT ` i O 54 - 102" TAN SILTY SAND I FENCE (TYR) % O TEST PIT #4 TO 8' / 0 - 8" DARK BROWN TOPSOIL W/ ROOTSIt r+ / 8 - 34" TAN SAND 08 - 34 - 54 " GRA Y SIL TY SAND (COARSE) x 5 69 � S ` / . \ ,\ 54 96" TAN SILTY SAND 66 F 8S - - - - - \ \ \ ` `�` . `i + �• I ' + ss" CLAY N HUNT �j O IV TEST PIT #6 TO 9' ` `\ ` . ` ROBE74T G. Y 0 - 10" LEAFY TOPSOIL W/ROOTS CHAMBERLAIN ' O ``� \�\ �• . ` , _� 10 - 54" TAN SANDY LOAM G �6 �y `\ `\ `\y ` \ - ` _ -�4 - 108" TAN SAND (VERY FINE/DRY) A708" CLAY TO'_ _ DARR�B�OWN TOPSOIL W/ROOTS J '10` - 21 ` COPPE/� SAND 'f \ 21 84- �AN_51L TY SAND tl x 75 O LEBG�F�JL(N07N A�VY TE4T PITS^' _ \ X64, / x64,7 % / `l`lO GROUN WA TER FOUND IN ANY TEST PITS' \ \ MOYTIIN_G FOUND_AT_CZA-Y-IN TEST P/T_#4 ONLY T .THE CLi1 Y �8) O &E LOC,T77ON AND DAIA�FL TEST PITS #1 #5 DO NOT APIZEAR\ / 6 �S 2 x69 00 _ �_ _ _ - - - - - - - - - - `r -�$-- \ '�2\ BECAUSE TH�K WERE NEVER -5YAVA 8 �5` x64.5 �- 66.0 1 i i i 0 PEAK(100 YR)=1.8 cfs PEAK ELEV.=58.96 TOO YR. STORM DE BASIN OUTLET INV. (6')=55.0 INV.(12 )=49.5 „ INV. =56.0 (2) BERMS TO CHANNEL FLOW- APPROX. 6' WIDE 1 ' HIGH g'-12" ADS N-11,88% (CORRU 7X10' PLUNGE POOL NORTH-WEST DETENTION POND VERTICAL: 1" = 4' HORIZONTAL: 1" = 40' 7 X10 POOL 0 PEAK 100 YR =1.8 PEAK ELEV. =58.02 100 YR. STORM 18" F.E. _ BASIN OUTLET - INV.=54.0 (6') INV.=49.75 (12 ) BERM 6' WIDE X 1' HIGH SEE X-SECTION OF CHANNEL DETAIL 53 72 ADS _ RUGgTEO) � �xro' 1.88 PLUNGE POOL NORTH-EAST DETENTION POND VERTICAL: 1" = 4' HORIZONTAL: 1" = 40' 7Xlo PLUN POOL E o u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE a (0 INFORMATION. ALL EXISTING UTILITIES SHOULD c" BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 5-16-03 FINAL REV. PER APPROVAL CONDITIONS BY A LICENSED LAND SURVEYOR PRIOR TO 2 4-04-03 SURF. BASINS/TOWN COMMENTS KMI CONSTRUCTION, 1 3/14/03 PER TOWN COMMENTS- MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY S / x69.25 �O� / ` 6 ♦ ,� r� ��� LEGEND ' t • EXISTING IRON PIN I / / _ - - - - - - - - - - - \ / \ ♦ • *0\ 05 ■ EXISTING MONUMENT � O IRON PIN TO BE SET x O MONUMENT TO BE SET • I - _521 _ EXISTING CONTOUR Nlr \ � PROPOSED CONTOUR / SOUTH WlNDSOR LAND \ —BOTTOM TOM xz67.3 PROPOSED SPOT GRADE CONSERVATION TRUST, INC. 6617 ` I z 12' 1 2 S x287.3 EXISTING SPOT GRADE / =S= PROPOSED FOUNDATION DRAIN 7` PROPOSED SANITARY LATERAL _W_ PROPOSED WATER SERVICE — — — PROPOSED SILT FENCE LOOSE ROCK \ , 6' BEDDING RIPRAP PROPOSED HAY BALES " 50, R.O.W. IN FA Vol? OF IRWIN A. RIPRAP CHANNEL �\ N/Ir CHARETTE, \ \ & GERALDINE M. KNAFEL TYPICAL CROSS—SECTION \ \--------- K£V1NJ & NOT TO SCALE LAURIE A. ; 2sr- \ r r r NOTE- STRONG ROAD, BETWEEN ,' 1. 18" LOOSE ROCK RIPRAP SHALL CONFORM WITH MATERIAL SPECIFICATION 523 AND SHALL BE \ 1 \ r GORSK/ DRIVE AND PROPOSED 1 i GRADED AS FOLLOWS: NOTE, RIPRAP GRADATION IS SIMILAR TO STATE OF CONK D.O. T. STANDARD J \ BAILEY CIRCLE, SHALL BE , i SPECIFICA TIONS FORM 814, SEC77ON M.12. 02, DA TED 1988, FOR %NTERMEDIA TE RIPRAP': RECONSTRUCTED ONCE UTILITIES , i ALL RIPRAP SHALL BE ANGULAR (BLASTED) \ ARE INSTALLED. 1 ' EX C_C8 T.F. = 65.30 c N WIN70N, FLOIRENCE PROP. PROP. ANTI -TRACKING APRON \ A EX. C-CB \ TOP SI N 61-2" STONt OVER FILTER FABRIC\ A T. 65.84 = F \ 2s \ ROP. / g c_4 g8% -7/ \ I-- EEr R �-�- \ \ ` �W _ / \ 2. BEDDING SHALL CONFORM WITH MATERIAL SPECIFICATION 521 AND SHALL BE GRADED AS FOLLOWS: ��� 8 NOTES \ \ - NOTE, BEDDING GRADATION IS SIMILAR TO STATE OF CONN. D.O. T. STANDARD SPECIFICATIONS FORM 814, o 8� �l \ \ X69,10 _ \ SECTION M.05.01, DATED 1988, FOR 'PROCESSED AGGREGATE BASE." $$ S ® FILTER FABRIC SHALL BE NONWOVEN S7C stj0, X69,z5 \ CLASS 2, WITH PERMITTIVITY OF STREETL/NE NOT ESTABLISHED. 0.5 TO 0.1 SEC" AND AOS OF STREETL/NE, AS DEPICTED, IS TAKEN $ 0.43 mm TO 0,22mm AND SHALL FROM MAP REFERENCE #1 AND IS \ \ MEET AASHTO M288-96. ASSUMED. \ \ \ EXISTING GRADE PLAN F G H \ EXISTING GRADE OR OTHER SURFACE MATERIAL ROCK SIZE 9 PASSING (BY WEIGHT) APPROX. WT. OF INDIV. ROCKS 18" 100 540 LBS 15" 50-70 310 LBS. 70" 0-50 90 LBS. 8" 0-40 47 LBS. 5" 0-20 12 LBS. 3" 0-10 N/A <2" 0-5 N/A SIEVE SIZE q PASSING (BY WEIGHT) 2 1/4 100 2 95-100 3/4 50-75 1/4 25-45 #40 5-20 #IV 2-12 #200\ 0-5 4 B $ 1 a ab-o g 8 0� g FILTER FABRIC 3/8" STONE EX. C-CB\ \ o (SEE NOTE) 4 T.F.=70.80 \ll NOTE1 \\ \ 18' INTERMEDIATE THIS IS A MINIMUM SIZING ENDWALL RIPRAP OF RIP RAP AND SHALL BE IN OR FLARED END 6' PROC, AGGREGATE BASE ACCORDANCE WITH DOT OR OVERLAP CT DOT M.05.01 NRCS METHOD EX. HYDRANT SECTI❑N A —A G 4 \ q IVIRAFI 70OX OR APPROVED \ \ EQUAL �B PIPE SIZE A B C D E F G H WT RIP -RAP IN TONS 15' 10' 7' 1 1/2' 1' 4 1/2' 1 112, 3' 6 18, 12' 8' 2' 1' 51 2' 4' 8 21, 13' 9' 2 1/2, 1 1/2' 1' 7' 2 1/2' 4 1/2' 12 24' 17' 10, 2 1/2' 1 1/2' 1' 8' 2 1/2' S 1/2' 15 30' 20' 13' 3' 2' 2' 3' 6' 22 36' 22' 16' 3 1/2' 2' 2' �1/ 3 1/2' 7' 33 EX. C- \ . <i A-,, T.F.=70.40 \ 30" 4 6" P.V.C. / \ � . p PERFORATED PIPE HOLES DOWN ^ _ ENERGY DISSIPATER NOT TO SCALE 6" TOE DRAIN �'17— NOT TO SCALE THIS PLAN IS FOR EROSION AND SEDIMENTATION ONLY. NOT TO BE USED FOR CONSTRUCTION. GRAPHIC SCALE 40 0 20 40 BO ( IN FEET ) 1 inch = 40 ft. 860.291.8755 esign rofessionals, inc. Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 E�OO SIOO N COO NT�OO L PLAN DESIGN. KM/ I DRAWN.• KMl I CHECKED: GBS ✓OB NO.: 98-1123 DA TE.' February 21, DRAWING NO.: I12311123_ 7-8NEW. dwq \\ EX. ® T. F. RESURVEY/PROPERTY SURVEY PREPARED FOR: Shady Brook Assoc * tes, LLC STRONG ROAD SHEET "7 1 OWNERZAPPLICANT: SHADY BROOK ASSOCIATES, LLC 475 TALCOTVILLE ROAD VERNON, CT 06066 TEL. 870-9100 FAX. �860� 860 870-5700 l ------------ ' I ' ! ' ♦ 1 ' '' ' ` - \ \ SOUTH iWNDSOR LAND \ \ \ , , ' / \ ♦ \\' _� \ \ \ COYYSERI/A AAN TRUST, /NC M f ,, \ � � i , , II I 'i , I r , of ��� 'e�FFE� ` \ \\ \ ` � `� -- ---" '• , \ \ N/r `, \\ '0'\ `\'\ 60 USX bb 00 x65, �. Nh \ / SODUTH iyWNDSOR LAND , \ ♦ 2S, / , \ y 4 ♦ ` - _ _ _ ' \ \ G'OWS£RVA71oN TRUST,INC. \ ' - - - 13 \ e�,F \ - - - ` , _ - - - - - / T.O.W.=67.75 so ks,° ❑ r -------_; --- GAR.=66.75 S ° , _ ___ __ _ _ --C) \ , r U4 ` \ x 5 ` \ \ , \ `X , o S T.O.W.=67.50 6'--- \, \ + r \ 1 O 10 I I I i i I I , J \ 1\ J' I / / l SUNDERLAND, EDWARD T., /// r / / / r r / I / r , � f I / , CC) o GAR.=66.50 +5 '� \ \ ,' LEGEND CO ^' `� \ �\ \ \ `� \ ` ` \ N1 O IRON PIN TO BE SET x55'S ` \ ` L/ lT OF 8fp' REGULATED \ \ \ \\ \ �\ \ / O MONUMENT TO BE SET iI/ • EXISTING IRON PIN T.O.W.=67. 1 \ + x 6.25 , 70, R URLAN/A REVIEW AREA ` , ■ EXISTING MONUMENT I Y , , , `, , \ `� 'l / _ §20 _ EXISTING CONTOUR \ �� r GAR . = 6 6.2 5 _ \ -E}- PROPOSED CONTOUR /,fM/T, 'OF B0; 6ULA TED , ' / \ I U/�LAND /\;E W AREA'�. .267.3 EXISTING SPOT GRADE PROPOSED SPOT GRADE PROPOSED FOUNDATION DRAIN x62 k� 11 ' k VFF� , / r ' \ I \ —S— PROPOSED SANITARY LATERAL 10 �¢ 6Ss6 , R / \ \ i —W— PROPOSED WATER SERVICE / ? > \ 1 , / \ /' / ' ' ,' �' /' ' 3 • ��t, j / ' ,' /' ' ,' ' ,' ` \ • ' — — — PROPOSED SILT FENCE / / \ ' ' ', // ' / /' ,' ' / / . �J�� O O , ' / ♦ O I , / / /' r \ . , ' / r -w PROPOSED HAY BALES co // ` / r I i r iA /x61, � b Ilk. , / �\� � , r 0. T 5 C)* x6 .8 T P 4 `1 'qR. \ 6 6$, OO l \ \ 1 I J TEMP RY \ 1 2 OC �(v`t •�GQO ,' I I I I I 'I /i I i x66.5 1 \\ `� "� --- -1 \` \\ \` `. . ' \ \\ . - 48-- \ , 1 7 � PROP. SX T FENCE (TYP) , , �� , \ \ ,' It 0. \ 1 — lGAR.=67.10 X67,25 7 x67,5 TP /,' �\I\ /' / /' \ \\ \ ONS� /A ON'FA'S,EMEW T - 1 X6 . T. O . W. = 6 8.0 _ x63, 2 T.O.W.-68.5 I so INL�,�oR L-AND, ; - - - - - " // \ s 6 \ GAR . = 6 7. 0 ♦ \ \ ' \ \ / \ CONSE, V TONJ-'lyE.' `` \ GAR.=67.50 F i / / / \\ 64,0 O O.W.=68.2 AR.=67.25X65.0 1 .115 .16 ♦ / WIN S AR LAN + , 67.00 Sao "► �� CONSERVAnW ;VW,. INC, TEST PIT DATA: \ X6 \ \ QG� I I �Q E SOILS SAMPLED BY DESIGN PROFESSIONALS, INC. AUGUST 18, 199f ♦ 66,0 x1 8 66,5 e \ • O w TEST PIT #2 TO 7.5' \ \ ♦ �\ x 66.2 TEMPORARY R \ 8 , / • \ \ ` , ,\ \ \ \ , , / / / 0 - 8" LEAFY DARK BROWN TOPSOIL W/ROOTS /� �Topsok8 - 48" TAN SANDY LOAMSCKPILE ` 48 - 90" BROWN SILTY SAND SOU11'l IWNDS'OR LAND ` \ T TRUST INC\ \ , TEST PlT #3 TO 8.5' CGlNSERVAAGIN ' • Ciq� LIMIT OF 80 REGULA7 \ \ \\ \ 1I I I I I I I 0 - 16" TOPSOIL WITH ROOTS \ `9 O 70 20 ` \ ` /p UPLAND REVIEW ARt,4 ` \\ \ `N \ `\ 16 - 54" TAN SANDY LOAM ` % PROP. SlL T 6 O 54 - 102" TAN SILTY SAND FENCE (TYP.) TEST PIT #4 TO 8' to`� ' O 0 - 8" DARK BROWN TOPSOIL W/ ROOTS G I _ \ \ 8 - 34" TAN SAND / X 5 / `69 34 - 54" GRAY SILTY SAND (COARSE) / 54 - 96" TAN SILTY SAND O 96" CLAY� HUNT. TEST PIT ¢/6TO9' O ERrG. & l /Q ��' 0 - 10" LEAFY TOPSOIL W/ROOTS LI/ C 10 - 54" TAN SANDY LOAM CHAMBERLAIN- `'•FY �4 - 108" TAN SAND (VERY FINE/DRY) � 108„ CLAY / ��� 68 � \ • , � TO = _ DARR�BBOWN TOPSOIL W/ROOTS -10 - - 21 . COPPER; SA -- \ • , 21 - 84- TAN SlL TY S•ANO _ - x 8, 75TP2 O / 8.50\ 7JQTE. NO LFBGE F19UVD71V-AN-K JE,FT PITS - - - - - - ` \ x64,7 2.0 \ (<<V ` `kO GROUND �4 DER ,FOUND IN A10 TEST PITS ` G \ / \ MOTTLING FOUNd-AT�CZA-Y-//� TEST RT_#4 ONLY T .THE C01 Y �8) / /P 69 0 / ?, LOCATtOAI AND DA%A-F� TEST PITS 1 #5 DO NOT AP/2EAR\ / `+ O` 6,9 , �S O x69 00 O _ _ �_ _ _ -------------------- THE \ 2 OE -CAUSE THZ-K WERE NEVER -5YC�V ` \ \ ` \ \ �` �\\ 69 50 x6 5 / -- AQ----- `�, - -- ` ` \ •, , , / r / z x Z II II m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 5-16-03 FINAL REV. PER APPROVAL CONDITIONS KMI BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 4-04-03 SURF, BASINS/TOWN COMMENTS KMI 1 3/14/03 PER TOWN COMMENTS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY THIS PLAN IS FOR EROSION AND SEDIMENTATION ONLY. NOT TO BE USED FOR CONSTRUCTION. GRAPHIC SCALE 0 20 40 80 IN FEET ) 1 inch = 40 ft. Tel. 860.291 • 8755 Fax 860.291.8757 esign rofessionals, inc. civil engineers • planners surveyors ■ landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 ETOO SINNW9 W NTNOO L PLAN DESIGN: KMI I DRA w..• KM/ I CHECKED: GBS JOB No.: 98-1123 IDA 7E• February 21, DRAWING NO.: 1123/1123_7--8NEW. dwq RESURVEY/PROPERTY SURVEY PREPARED FOR: Shady Brook Associates, LLC STRONG ROAD SHEET E� OWNER APPLICANT: SHADY BROOK ASSOCIATES, LLC 475 TALCOTVILLE ROAD VERNON, CT 06066 TEL. 870-9100 �860� FAX. 860 870-5700 RS E� # R04oOATE� P S 66 o 30,46&RISE ,25 S0 TINd 9 o _ - -ROp E� SION� - o 0 o THE o p A + 218'N8" SANITARY _ _ _ _ "' sIGHr°i 11 0 _ r7 00 - Q EXIST 12 WATERMAIN (C.W.C.) CN N 0 P�� EX C 6 $� gL15HE5 TAKS 5 g,2 '0 6•.22 E N05 OEP�GE #1 pNO IN� 6 S T.�•'652•�$ TREE�T1!NE' RE�ER� iN�' ® 5 TREE �1PP LEGEND S FRoo • EXISTING IRON PIN A55■ EXISTING MONUMENT I I O IRON PIN TO BE SET 13 MONUMENT TO BE SET - F - PROPOSED FOUNDATION DRAIN p�/ -s- PROPOSED SANITARY LATERAL ry -w- PROPOSED WATER SERVICE V 70 68 66 64 62 60 58 56 DATUM ELEV 55.00 (D 2+00 EX/STING SMH STA.3+20.33 (STRONG ROAD) T. F. =66.22 INV. =52.48 { x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY i, LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD 4 ID BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE \ OF THE PROFESSIONAL ENGINEER/SURVEYOR. 3+00 TA. 3+20.33 STRONG ROAD) :F.=66.40 VV.=52.90 218"8" P. V C. P. S.M. H.1-EX. SMH 24 -8" P. V. C. @ 1. 7; a a 4x 3+00� �I _ 4 00 i x� �w 0 II 0 PCB#1 A kl _ N TI" 5 00 `r a y �II PSMH2 V0 - 0 o- ( �G II -p 74 = 0 �Ica 72 P.SM.H.2 STA. 5+39.24 TRONG RD) 6 STA. 0+00 (SA EY CIRCLE) T.F.=69.20 52 DATUM ELEV 50.00 N 00 0) co 5+ 00 0+00 STRONG ROAD T.O. W_ 69 .00 INV.=60.00 I 3 0 �1 2 0 T.O.W.=70.50 N GAR.=69.50 W_ W INV.=6f c Tl m INV. _ 6pS50�� 1 I 1 1 T.O. W. = 70.75 GAR.=69.75 N .- 1.75 F 1 tiL i I I M � PCB#2A PSMH3 MHO o .50 PT . E■ FlA i PCB#4 T.O.W.=68.75 GAR.=67.75 19 T.O.W.=70.10 GAR.=69.10 0 (8" DUCTILE IRON) ��- - PCB#2 i i �o uis aQ V 48% P. C. B.#2 STA. 1+50(12'-R T.F.=67.0 /NV. 15" =63.25 ADS N_ 12 ® 1.25Z 2 ®1. P.C.B.#1A P. C. 8.#2A T.F.=68.40 T.F.=67.0 INV.(15')=65.15 INV (15 )=63.50 STA 0+23 STA: 1+5O(12 -L) P. C. B.#1 T.F.=68.40 INV (15')= 64.80 STA. 0+23 PCB#LA-PCB 1 35'-15" ADS N-12 ® 1.09 172'-8" PV ®0.4q PCB#2A 20 -15" to M to N COD CO CIDco 1+00 BAILEY P.S. . H.3 STA 1+75 T.F. 67.75 IN 54.50 P. C. 6,393 STA. 2+85 T.F. =67.65 EXISTING GRADE 96 ^ 1,5 _ADS N-1. P. S. V.H.5 STA 3+70 P.S. M.H. 4 T.F. =6705 STA. 2+95 /NV. 55.30 T.F.=68.10 INV. =55.00 0.49 75'�8" PVC ®0.4q GRADE P.C. .#4 STA 3+80 T.F. 66.50 95' 15" ADS N-12 P. S. M.H.6 STA. 4+37 T.F.=66. 10 INV. (8")=55.60 INV. (6')=55.76 a333ne ,sz o ._, ` I i I O O T.O.W.=70.50 T.O.W.=70.00 GAR.=69.00 4 y Q � GAR.=69.50 o T.O.W.=69.75 ,° _ GAR.=68.75 z � I 1 II o V (0 2 PSM H 6 ff 7L'i rn ps�l o 0 PCB#5 PC13#6�� 00 T.O.W.=68.00 GAR.=67.00 T.O.W.=67.75 o GAR.=66.75 o z 0 7 PCB#6A V 5 INV �S9 0 19 T.O.W.=68.75 J' F P B#10 z' GAR.=67.75- a �' T.O.W.=70.10 GAR.=69.10 a 55 P �" H8 N T.O.W.=68.50 0 0 GAR.=67.50 0 8 ' lX6 PCB#7 "`� T •y�+4 � id v •g T.O.W.=68.25 GAR.=67.25 PCB#8 l V.=58.75 II ' N + � CD 4 16 O o 5 1.49' 7716-0- P.C.B.#6 DOUBLE) P.S.M.H.7 STA. 4+ 5 STA. 5+ 5(12'-R STA. 6+06 P.C.B.#6A T.F.=65. 5 T.F.=63. 70 T.F.=64.45 STA. 6+56 INV. 15" 59.75 INV. 15" =59.25 INV.=56.30 T.F.=64.45 INV.(6) 60.50 (4' SUM) NV. 1 =t 2.90% 1 0 r15" ADS N-12 cW 7 Snq 0 N� 90 0.47. EXISTING GRADE rrcvr��cu �� 1.Oq 64 P.S.M.H.9 STA.8+95.32 7.7' - R 62 T.F.=64.92 INV. =57.45 STA. 5+75(12 -L) I PC9#6S- C6 7 PC8#7-DMH T.F.=63.70 124-15" 4DS N-12 ® 0.529 116-15" ADS N-12 ® 0.6� INV 15" =59.35 INV. (6')= 60.10 PC8#68- 8#6 20-15" APS N-12 ® 0.50q Q 122 -r PVC ®0. �} �-0 tor- It rM Mc0 NO ON mtn LID0 N00 MM N00 to In � 00 (0 06 00 0(D 06 06 (D 00 (0 co (O co (D (o (D (0 (D to t6 o (0 Ui L6 to (0 4 0 (D cD * to O to 4 to CD Uj C0 co vi CD to to (0 2+00 3+00 4+00 5+00 6+00 7+00 8+00 CIRCLE REVISIONS ; 860• 291.8755 C SCALE PL�Q�1/PC�OCFOLE GRAPHIC 0 20 40 80esi n J 3 5-16-03 FINAL REV. PER APPROVAL CONDITIONS KMI &rofess�onals inc. 2 4-04-03 SURF. BASINS/TOWN COMMENTS KMI ( IN 'ET 9 iDESIGN.•W DRAWN.• KM/ CHECKED.• GBS 1 3/14/03 PER TOWN COMMENTS MHA 1 inch = 40 ft. I . . . JOB NO.: 98-112,3 DA TE.• Februar 21, Civil Engineers Planners Surveyors CIS _y N0. DATE DESCRIPTION BY 165 south satellite road • south windsor • Connecticut 06074 DRAWNG NO.: 1123 1123_9-1ONEW.dw NO TE: 1. ALL UNITS SHALL HAVE BACK WATER VAL VES INSTALLED IN FOUNDATION DRAIN OUTLET PIPES, AND ARE TO BE PLACED IN ACCORDANCE WITH THE BUILDING CODE. to (0 RESURVEY/PROPERTY SURVEY PREPARED FOR: Shady Brook Assoc * tes, LLC STRONG ROAD P. Lv V) M to to Ly to wr/n� V/ 9+00 SHEET . . ................... . -- ............... . . ................... 10' R.Y. _ DETEN ION 25' BUFFER PON PDMH F {NV.=58.75 T.O.W.=67.75 T.O.W.=67.5 GAR.=66.75 GAR.=66.5 o y�to � n `O z 1`Z '1-1'�'P OO INVN.=�59. 6 0 oJ59w 11 m 0O O /N � U p Q 5p 5 0 T.O.W.=68.10 GAR.=67.10 UFFER p a Y -401NIMI C i ffim 0 m NE `N DETENTION POND k 00 I � T.O.W.=67.25 GAR.=66.25 P So4.H 8 SMH9 0 T.O.W.=68.0 T.O.W.=68.25 GAR.=67.0 GAR.=67.25 10' S. Y. \ 16 T.O.W.=68.0 GAR.=67.0 @ O.W.=68.25 NR.=67.25 A T�DETENTION 18" CONC. PMH-- \� \ l � O n 13 I o, T.O.W_=67.75 GAR.=66.75 • a Ln o �o CB p �S9s H10 o �• ��' s o 10 pT EXISTING GRADE PROPOSED GRAD:-u1 Z y Q Z Q Q P.S .H.10�-.- P. SM.H. 9 STA. T.F. f01125.76 64.97 STA.8+95.32 7.7' - R I IN 56.25 P.S.M. H.11 P. C.B.#10 DG T.F.=64.92 /NV. =57.45 134,-15" DS N-12 ® 0.557 S 11+53.19 (7.4' - R) STA. 11+85 T.F.=64.82 7-=75= V. =60.00 /NV. 15 =57 - N p'� g' PVC 0•6q 142 �15" ADS N 12 9 0.5Z PVC ® 0.49' O P. C.B. 8 P. C.B.#9 STA. 10+35 STA. 9+ 10 T.F.=64.60 T.F. =64.50 /NV. 15" =57.15 LLI /NV. 15 =61.25 INV. 15 -60.50 (4' SUMP) = PCB#9-)- 124 -15" DS N-12 f O.8q LLI V) I� � �p n wi CD to '- d EO C(O C ( to N . ( p st t o M ( U) tl) ( n to 00 9+00 10+00 11 +00 12+00 BAILY CIRCLE -0 x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY � LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE W � iA INFORMATION. ALL EXISTING UTILITIES SHOULD 'LO 0 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS 3 5-16-03 FINAL REV. PER APPROVAL CONDITIONS 2 4-04-03 SURF. BASINS/TOWN COMMENTS 1 3/14/03 PER TOWN COMMENTS NO. DATE DESCRIPTION 74 72 o 70 70 co 00 t'- 68 68 Q � a 66 Q Q 0 0_ 64P. S. M.H.B STA.7+67 T.F.=66.05 1 6f =56.95 62 H U w z 60 60 0 U ® 09q, 0 58 58 N 56 56 H U) a 54 54 O 0 52 52 0 Z w DATUM ELEV 50.00 N CID Nn co 1' 1r T.O.W.=68.7 f GAR.=67.75 t I 1 I�� I I t n 4 2 Yi IN 18" F.E. TO NW DET. POND INV =56.0 124 -1 OS N-72 6) 0. B9, P. C.B.#9 T.F. =64.50 P.M.H. -WV= INV (15 )_ 60. 5 T.F.=61.00 INV.(15')= 6. 15 /NV. 6')=5 .25 P.M.H. TO 16'-15" AD F.E. N-12 0 0.89 STORM TO NW DET. POND 17 T.O.W.=68.25 GAR.=67.25 PCB#7 OWNER APPLICANT: SHADY BROOK ASSOCIATES, LLC 475 TALCOTVI LLE ROAD VERNON, CT 06066 TEL. (860) 870-9100 FAX. 860 870-5700 PCB#8 SMH9 15 2 INV•=5s.00 AR.=66.2 T.O.W.=68.00 GAR.=67.00 f0 GRAVEL OR/V£ PDMH 8" CONC. FE 25' BUFFER I � c�c ;0 I NE DETENTION POND DBO 70 h n II 68 64 P ce.#6 WISED, 5 TRUC TUR T.F. =63.70 /NV. 15" =59.25 P. C. 8.#7 P.D.M. H."- 6 2 /NV. 6 =60.00 IN _ 58.60 T.F. =64.40 INV. 15" =57.88 60 ADS N-12 ®0.52i 15" ADS N 12 ® 0.62q, INV. (6)=58.65 18" F.E. INV. =57.25 124 r 15" 100 -15" ADS N 12 ®0 DISCHARGE INTO NE DET. POND 5 8 56 54 52 NO TE.- LEGEND 1. ALL UNITS SHALL HA t/E BACK WATER l/AL 1/ES STORM TO - N E DET. POND O IRON PIN TO BE SET 17 MONUMENT TO BE SET INSTALLED IN FOUNDATION DRAIN OUTLET PIPES, AND ARE TO BE PLACED IN ACCORDANCE WITH THE BUILDING CODE. � 860.291.8755 GRAPHIC SCALE , rPrSI n PL�,A IPC�OO FOLIC 40 0 20 40 80 g KMI O%Wm%=- I&r0fessionals inc, KMI (IN FEET) ! DESIGN.• KMl DRAWN.• KMl CHECKED: GBS MHA i inch = 40 ft~ ! Civil Engineers • Planners • Surveyors • CIS ✓oa No.: 98-1123 DATE February 21, B1, 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: 1123\1123-9-10NEW.dwq -F- PROPOSED FOUNDATION DRAIN -s- PROPOSED SANITARY LATERAL -W- PROPOSED WATER SERVICE RESURVEY/PROPERTY SURVEY PREPARED FOR: SHEET Shady Brook Associates, LLC 10 STRONG ROAD 12 SOUTH IMMS4DR lC®t`TN EICTRCUT 4 24' 4' TOPSOIL & SEED 47' TOPSOIL & SEED GRASS STRIP RESERVED FOR HYDRANTS, POLES, ETC. 6' PROCESSED TRAPRDCK BASE (COMPACTED) MEET GRADATION MOS.OL-1 1-1/2' BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE (COMPACTED) OVER 6' MIN. BANK RUN GRAVEL SUBBASE 1-1/2' BITUMINGUS CONCRETE CLASS 1 OVER PREPARED SUBGRADE (COMPACTED) BINDER COURSE (COMPACTED) MEET GRADATION OF M2.06 GRADING x IF PAVING IS DONE AFTER OCT. 15, OR BEFORE APRIL 15, 2' OF BINDER COURSE SHALL BE PLACED. ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED DESIGN TO BE SUBMITTED TO AND APPROVED BY TOWN ENGINEER. TYPICAL ROADWAY SECTION (STA. 7+75 TO 12+87.4) NOT TO SCALE 24' BIT. CURB 4' TOPSOIL & SEED -' L 4' TOPSOIL & SEED GRASS STRIP RESERVED FOR HYDRANTS, POLES, ETC. 6' PROCESSED TRAPRDCK BASE (COMPACTED) MEET GRADATION M05.01-1 1-1/2' BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE (COMPACTED) OVER 6' MIN, BANK RUN GRAVEL SUBBASE 1-1/2, BITUMINOUS CONCRETE CLASS 1 BINDER COURSE (COMPACTED) OVER PREPARED SUBGRADE (COMPACTED) MEET GRADATION OF M2.06 GRADING r IF PAVING IS DONE AFTER OCT. 15, OR BEFORE APRIL 15, 2' OF BINDER COURSE SHALL BE PLACED. ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED DESIGN TO BE SUBMITTED TO AND APPROVED BY TOWN ENGINEER. TYPICAL ROADWAY SECTION (STA. 0+00 TO 7+75) NOT TO SCALE 1'-4" FINISH BIT. CONC.= BIT. CONC. BINDER �\ TYPE "K2 / BIT, CURB NOTESt 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN, COATING TO BE APPLIED PER M 04.01.1d4. FORM 814 A BITUMINOUS CONCRETE UP CURB SEC11ON NOT TO SCALE LAWN/ STREETS/ STREETS/ LAWN/ CROSS-COUNTRY PAVED AREAS PAVED AREAS CROSS-COUNTRY go 4-4 SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL 4 Min. 4" Mi (l' Approved granular non -organic backfill material and compacted in one O. Q O I- 12„ `S placed 12' foot (max.) lifts. O 0 .0 0 Q Warning tape per Conn. General Statute 01 0 Q section 16-345, as amended, placed 12" Q fl (min.) to 24" (max.) above the top of the O O .0 pipe. Bank Run Gravel fill O Q 0. Sand Blanket placed and compacted in 6" layers. No stone - larger than 1 1/2" 12" Material shall meet 12" Pipe, as specified D.O.T. M.02.05 1/2 O.D. Filter Fabric 1/2 O.D. PIPE 11 `+ 3/4" Broken Traprock PIPE 1/2 O.D. PIPE Q Q Q Q Q Q Q Q Q Q Q 3/4" Crushed stone bedding material in rock excavation or as directed by 1/2 O.D. PIPE Q Q Q the engineer. The material shall 6" Min. d d d Q d Q Q Q Q Q Q Q meet D.O.T. M.01.01.21 for 3/4" stone. Backfill to centerline of Q Q Q Q Q Q 4 Q Q Q Q 6" Min. Q n Q pipe when using Polyethylene or A.B.S. pipe. 12" PI E 12" 12„ 0 D.12„ TYPICAL SANITARY SEWER TRENCH SECTION TYPICAL STORM DRAIN TRENCH SECTION NOT TO SCALE NOT TO SCALE FINISH GRADE STANDARD M.N. FRAME AND COVER ADJUST TO GRADE WITH CONCRETE MANHOLE BLOCK d pa '1 ® ® ® O ® ® ®® 4 . 1" BROKEN STONE ®® ® ® ® ® ® M0 0 6'-0" :71 ®®®® ® ® ®®® o pd p4 ®® ® ® ® ® El CIO J> Q9 v 417 oV 4a 4„ O v°>q14\ 8'-0" DIA. 2' All Around DRAINAGE DRYWELL NOT TO SCALE li n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE .4 w INFORMATION. ALL EXISTING UTILITIES SHOULD W BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 0 rn W 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. \ 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR, 15' ® ® ® Storm Sewer Structure 4' T❑PS❑IL & SEED � 9 7 ROAD BASE Flow \ - Flow ® 9 C Anchor with two 2"x2"x3' Stakes in each bale. f I 1 II(\j C\II I I Haybale Installation at Catch Basins BIT. CURB VARIES 4' TOOLED J❑INTS WITH 1/2' PREFORMED 1/4' RADIUS TOOL EXPANSION J❑INT MTL RIGHT OF WAY STREET LINE R.O.W. 1' VARIES 4' MEET TOP OF CURB, OR EDGE ❑F 6' 6' APR\�S PAVEMENT IF NO CURB EXISTS 1/q ,l 3-1 MAX. 1/8'-V RESIDENTIAL BIT. CURB 4' TOPSOIL & SEED MATCH EXSISTING 4' T❑PS❑IL SEED GROUND 8' PROCESSED OR BANK RUN GRAVEL MEET GRADATION OF M2.06 GRADING B DR M5.01.1. 5' CONC, SIDEWALK (8' CONC, AT DRIVES WITH 6'X6'X10/10 WIREMESH) NOT TO SCALE TYPICAL SIDEWALK DETAIL REVISIONS 1 1 4-02-03 DD GRAVEL DRIVE DETAIL/TOWN COMMENTS KMI NO. I DATE DESCRIPTION By 4' TOPSOIL AND SEED 'A \1 . b. o..�....0.. (� o. 6. 0. �.. .� ... Q..O o.. r�M RAFT 1405FILTER 1OR EQUAL (IF REQUIRED - SEE PLANS) 8' ROLLED GRAVEL WIDTH OF GRAVEL DRIVE TO BE AS SPECIFIED ON PLANS. GRAVEL DRIVE DETAIL 4 13/1, STANDARD PRECAST CONCRETE UNIT 7 NOT TO SCALE S 5/16 -1 3/4 12 2'-8 3/4". B" z _j C4 8 4'-0" -� 5'-4- SECTION A -A " NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. Rp�/�p� of 3/4 7R NOTES: ADJUST" F AfdE ELEVATIOAFROCK WITH BRICKS 6" TO 12" TYPE 'C-L' CATCH BASIN PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS not to scale UNDER EACH STRUCTURE AT BASE. PLAN VIEW EARTH OR STONE ANCHOR PILE CB GRATE FILTER FABRIC r FILTER SUBGRADE SUBGRADEFABRIC CBEMOVE CB PLACE FILTER FABRIC GRATE TAKING CARE DAMAGE FILTER FABRIC W/STONE OR EARTH PILE. CATCH BASIN GRATE SEDIMENTATION CONTROL not to scale 10 13/16 M FINISHED GRADE 5" 1'-8 3/8" 5" nl - 4 13/16 11 3" MIN \ BRICK LEVELERS 00 I T o I 12 V-8 3/8" 2" I z_ b 1 SM R0re 6 I $o -Tt- N 7 13/16" o� > F z � x CLASS 'C' CONCRETE L OR PRECAST UNIT - -"� 8' 3'-0" 8 4" CLASS CLASS 'C' CONCRETE OR PRECAST UNIT SEE CAST IRON MANHOLE ADJUST TO GRADE WITH COURSES FRAME &COVER DETAIL OF CONC. BRICK OR CONC. GRADING RINGS (SEE NOTE 1) �---VARIES 6' TO 12' 3' a :' MANHOLE STEP ' - <SEE STANDARD DETAIL) SEE JOINT DETAIL * 2'-9" (BELOW) 1',2',3', OR 4' RISER o 1'— C SECTION AS REQUIRED - N BITUMAST j, FOR DETAILS, SEE 4",F' N. � z DAMP OROi5F�IK ELASTOMERIC COUPLING TOW01 T "? ! v TO JOINT AND FLEXIBLE .� II •°, MANHOLE SLEEVE RQv CLASS 'A' CONCRETE OR BRICK MASONRY - - SELF-CLEANING INVERT ;&tVEt1'r CLASS 'A' CONCRETE- 3/4' BROKEN TRAPRDCK Z ELEVATI❑N 2 DEGREES MAX. COLD APPLIED NOTES, BITUMINOUS 1. TOP STEP TO BE A MAXIMUM OF 12' ROUND RUBBER SEALER BELOW TOP OF MANHOLE FRAME & GASKET JOINT COVER ELEVATION. 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION OF HS-20 LOAD BEARING SPIGOT & BELL REINF. ALTERNATE CAPACITY SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL PRIOR GASKET J❑INSOINT TO INSTALLATION, 3. SEE MISCELLANEOUS MANHOLE DETAILS SHEET. PRECAST REINFORCED CONCRETE MANHOLE NOT TO SCALE A L 4'-4" APPLICATION OF GRADE V-7 3/8'= PVMT. CROSS -SLOPE w 00 T- W 2 N �j N L WZW M U_ W z z3 Ujo ^ 6" CT D.O.T. 2" STONE TO BE PLACED OVER FILTER FABRIC MATERIAL SEE SEDIMENT AND EROSION SHEET FOR PAVEMENT WIDTHS THRU STREET ANTI -TRACKING APRON not to scale NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 1'-1 5/8"� I--- 4'-8 3/4" BRICK LEVELERS a 3-5/8" _ 1' 2'-8 3/4 1' w DO o f f _ Z e � `CLASS 'C' CONC. " OR PRECAST CONC. BLOCK 8" 3'-0" I CLASS 'C' CONC. 1 4'-0' 4'-4" 5'-4' TYPE 'C' CATCH BASIN not to scale 30-175 WATT POST TOP LUMINAIRES 3-5/8' LANDSCAPE LIGHTING EDGE OF PAVEMENT NOT TO SCALE STREET LIGHTING NOTES: 1. SALEM LUMINAIRE, MODEL TRCR, BY GE LIGHTING SYSTEMS. INC. FIXTURE TRADITIONAL FIXTURE W/ OPTIC CUT-OFFS. COLOR: BLACK SHADY BROOK ASSOCIATES, LLC 475 TALCOTI/ILLE ROAD VERNON, C T TEL. (860) 870-9100 FAX. (860) 870-5700 L . SET POSTS AND 2. STAPLE THE SILT ANGLE POSTSEXCAVATE A 6"x6" TRENCH FENCING TO THE 5' UPSLOPEUPSLOPE FROM POSTS. SILT END OF THE POST FOR STABILITY FENCING AND SELF- CLEANING. r L 12" MIN. 3. ATTACH FILTER FABRIC TO 4. BACKFlLL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL COMPACTED BACKFlLL ' T= I 1=1 I III I I -I 11- ' I 1=1 I t 1=1I I l i I I -III_ .m�_>_ I -1111 � I Ill-1TII I �, , I -I I IITII�ll_I CONSTRUCTION OF SYNTHETIC FILTER BARRIER ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED CURBING ` _AXPANSION JOINT AT BACK OF CURB WIDTH VARIES AND AT SIDEWALK LINE EXPANSION JOINT AT BACK OF CURB AND AT SIDEWALK LINE. SIDEWALK LOPE NOT TO EXCEED 1-12 GRASS GRASS L 3' MIN. BITUMINOUS CURB LINE 3'-4' MAX AIM WIMEIC CURl016 B.O. T.D.C. BITUMINOUS CURB TYP. FINISHED PAVEMENT LEVEL CBUTH SIDES> SURFACE SHALL BE TEXTURED AND NON -SLIP. DRA IN DESIGN IN THE VICINITY OF RAMPS SHALL BE AN INTEGRAL PART OF THE RAMP DESIGN. NO DRAINAGE STRUCTURE SHALL BE PLACED WITHIN THE LIMITS OF THE RAMP. NOT TO SCALE TOWN OF SOUTH WINDSOR CONCRETE SIDEWALK ""'"1ONID STANDARD DETAIL HANDICAP RAMP .ME. 1"7 RENlEDe KOUC, WORM Dill 2. LIGHT SOURCE: METAL HALIDE, 120V, 100 W. AVERAGED MAINTAINED LIGHT LEVEL IS 0.51 FC. 3. TYPICAL SPACING, 120 FEET. SEE LANDSCAPE PLAN FOR STREET LIGHT + VI-7 + FIXTURE LOCATIONS. 860.291.8755 - ©C I�Q�C��S Shady Brook Associates, LLC inc.&esign - rof e s s i o n a l s, DESIGN.• KY1 DRA WN.• KMl CHECKED: RJA STRONG ROAD 0. Civil Engineers • Planners • Surveyors • CIS JOB NO.: 98-112J DATE.• January 17, 2003 Si 165 south satellite road • south Windsor ' connecticut 06074 DRAWING NO.: 112J\ 1123-DETAILS.DWG m& Windsor g'®IDllt>l6'6d6ffit EROSION CONTROL NOTES: 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" WOODEN STAKES PER BALE. 3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NEEDED. 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES DEPICTED ON THE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 5. ANTI -TRACKING APRON TO BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS REQUIRED. 6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR-DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYEGRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 8. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 9. HAYBALES TO BE PLACED SO THE STRING DOES NOT COME IN CONTACT WITH THE GROUND. 10. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR METROPOLITAN DISTRICT COMMISSION STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SIUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. S. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT D.O.T. "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814", OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI- SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 12. STRONG ROAD, BETWEEN GORSKI DRIVE AND PROPOSED BAILEY CIRCLE, IS TO BE RECONSTRUCTED ONCE UTILITIES ARE INSTALLED. SEEDING SCHEDULE ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ. FT. PERMANANT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RFD FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. PERMANANT BIO-FILTER AREA SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: PERENNIAL RYEGRASS 70% FESCUE 30% APPLY 3 POUNDS PER 1,000 SQ. FT. OR 135 POUNDS PER ACRE. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. w w 5 0 ft� EY Q w w ICI z Cn o a _ � A m - d- d z 11 - 2 "1 IE �! 7 FLOW SECTION A -A E��irOF M.H. D COVER ADJUST TO GRADE WITH MAX. OF FOUR COURSES CONC. BRICK PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE REINFORCED CONCRETE MANHOLE SECTIONS WITH "0 RING" JOINTS ARCED CONCRETE MANHOLE BASE FLOW `- CONCRETE OR BRICK MORTAR INVERT 6" 3/4" CRUSHED STONE FOUNDATION 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE STEPS 16"O.C. TOP STEP TO BE 4" BELOW FRAME SECTION B-B REINFORCED PRECAST CONCRETE MANHOLE not to scale OPERATIONS AND MAINTENANCE 00 °� ° oo M MANHOLE �TERNA E O �O� O ❑ 0 ❑❑ ❑❑ 0 ❑ oQQ�o❑oo�o ❑ Oo❑°O A 2- t t/�' p Y-0 I 3 4• 1• I-,/4 1.1/1• I.1/4• 6MgN�it r r� r T��Iiww„ ,/� 1.,/• ,.,/z s /� ,I1/Y r-a 3 ,• uti ,C b : 9 C t Cm SECTION B-B CAST IRON FRAME NOTES: 1. THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPER SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT, WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. 2. SANITARY SEWER MANHOLES SHALL BE EQUIPPED WITH VENT HOLE IN CENTER. CAST IRON MANHOLE FRAME AND COVER SE0110N A -A CAST IRON COVER NOT TO SCALE 0.45" �0.20" ELEVATION :90,., ALLOWABLE RANGE: 11 0.90"-1.40"(BASE) O 0.45"-0.70"(TOP) PLAN VIEW TRUNCATED DOME -ENLARGEMENT THE FOLLOWING IS AN OPERATIONS AND MAINTENANCE PROGRAM FOR THE TEMPORARY AND PERMANENT SEDIMENTATION AND STORMWATER SYSTEM CONTROLS. IT IS INTENDED AS AN OVERALL GUIDE. ABNORMAL CONDITIONS SUCH AS A LARGE PRECIPITATION EVENT OR EXTENDED RAIN OR WET SNOW CONDITION MAY REQUIRE MORE AGGRESSIVE MEASURES TO MAINTAIN THE SITE IN A STABLE CONDITION. TEMPORARY MEASURES: 1. SILT FENCING AND CATCH BASIN PROTECTION ARE TO BE INSPECTED ON A WEEKLY BASIS, AND AFTER AN INTENSE STORM OCCURRANCE. THE MEASURES ARE TO BE REPAIRED AND/OR REPLACED AS NEEDED. 2. THE ANTI -TRACKING APRONS ARE TO BE INSPECTED TWICE WEEKLY. STONE IS TO BE SUPPLEMENTED OR REPLACED AS NEEDED TO ENSURE EFFECTIVE PERFORMANCE. 3. THE PROPOSED ENTRANCE DRIVE AND STRONG ROAD ARE TO BE KEPT UNDER CLOSE SUPERVISION AND SWEPT AS NEEDED OR AS REQUESTED BY THE TOWN OF SOUTH WINDSOR. PERMANENT MEASURES: 1. CATCH BASIN SUMPS, DRY WELLS, DETENTION BASIN OUTLETS, AND THE SEDIMENTATION CHAMBERS ARE TO BE INSPECTED AND CLEANED, IF NEEDED, QUARTERLY DURING THE FIRST FULL YEAR OF OPERATION FOLLOWING THE COMPLETION OF CONSTRUCTION. 2. THE CATCH BASINS, DRY WELLS, DETENTION BASIN OUTLETS, AND SEDIMENTATION CHAMBERS ARE TO BE INSPECTED AND CLEANED OF DEBRIS, IF NEEDED, FOLLOWING A STORM EVENT WITH AN INTENSITY EQUAL TO OR GREATER THAN 1" PER HOUR. 3. AFTER THE FIRST FULL YEAR OF OPERATION, ONCE SITE STABILIZATION IS WELL ESTABLISHED, THE CATCH BASINS, DRY WELL, DETENTION BASIN OUTLETS, AND SEDIMENTATION STRUCTURES ARE TO BE CLEANED IN THE LATE SPRING FOLLOWING THE SWEEPING OF ROAD SANDS. SEQUENCE OF CONSTRUCTION: 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE STAFF OF THE TOWN OF SOUTH WINDSOR. 2. INSTALL THE ANTI -TRACKING APRON AT STRONG ROAD AS DEPICTED ON THE PLANS. 3. INSTALL ALL SILT FENCE ALONG THE EASTERN, NORTHERN AND WESTERN BOUNDARIES AS DEPICTED ON THE PLANS. 4. CUT TREES AND REMOVE STUMPS IN THE WOODED AREAS TO BE REGRADED. 5. STRIP AND STOCKPILE TOPSOIL IN THE AREAS DEPICTED ON THE PLANS. 6. BEGIN CUTS IN THE AREA AT THE SOUTHERN END OF THE PROJECT, AND TRANSPORT FILL MATERIAL NEEDED TO THE NORTHERN END OF THE PROJECT. EXCESS MATERIAL IS TO BE REMOVED FROM THE SITE. 7. INSTALL SANITARY, WATER, AND ALL OTHER U1LITIES AT THIS TIME. 8. STRONG ROAD, BETWEEN GORSKI DRIVE AND PROPOSED BAILEY CIRCLE, SHALL BE RECONSTRUCTED. 9. ROUGH GRADING OF THE SITE IS TO BE COMPLETED. 10. BEGIN INSTALLATION OF THE STORM DRAINAGE SYSTEM INCLUDING CATCH BASINS, PIPE, DETENTION PONDS AND DRYWELL STRUCTURES. 11. DETENTION PONDS ARE TO BE STABILIZED PRIOR TO DISCHARGING STORMWATER INTO THEM. 12. BEGIN CONSTRUCTION OF THE BUILDING AT THIS TIME. 13. BRING ALL PAVED AREAS TO PROPER SUBGRADE ELEVATION. 14. INSTALL SUBBASE, BASE, BINDER COURSE OF PAVEMENT, AND CURB AT THIS TIME. 15. PLACE LOAM, SEED, AND LANDSCAPING OF NON -PAVED AREAS. 16. INSTALL WALKS, FINAL COURSE OF PAVEMENT, PARKING LOT STRIPING, AND REMAINDER OF SITE APPURTENANCES. 17. ALL EROSION CONTROL MEASURES ARE TO REMAIN IN PLACE UNTIL THE SITE IS ADEQUATELY STABILIZED. ANTICIPATED START OF CONSTRUCTION: APRIL 1, 2003 ANTICIPATED COMPLETION DATE: APRIL 1, 2004 0 Ii o 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 00 'o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD 24 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. A 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 2 4/4/03 REV. SUMP/TOWN COMMENTS MHA CONSTRUCTION. 1 3/14/03 ADD DOUBLE CB DETAIL MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY o 2.35" C.C. I �j� EACH WAY N z_ ;:;:;bT�; •.':'°i:tb:: PLAN VIEW TRUNCATED DOME TEMPLATE DIMENSIONS FOR ONE ENDWALL BASED ON S=D+2 D S H L BATTER B INS FT & INS FT & INS FT & INS INS & FT FT & INS 15' 1'-5' 4'-9' 5'-6' 2 1/2' 1'- 11 7/8 18, 1'-8' 5'-0' 6'-6' 2112' 2'-0 1/2' 24' 2'-2' 5'-6' 8'-6' 2 1/2' 2'-1 3/4' 30' 2'-8' 6'-0' 10'-6' 21/2' 2'-3' 36, 3'-2' 6'-6' 12'-6' 3' 2'-7 1/2' 42' 3'-6' 7'-0' 14'-6' 3' 2'-9' 48' 4'-2' 7'-6' 16'-6' 3' 2'-10 1/2' " 1� �- B 5' SIDE ELEVATI❑N FRONT ELEVATI❑N ENDWALL NOTES EXPOSED EDGES SHALL BE BEVELED 1' REINFORCEMENT SHALL HAVE 3' COVER STRUCTURES SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 12' GRAVEL BASE. NOT TO SCALE NOTES: 1. DETECTABLE WARNINGS AT CURB RAMP SHALL MEET ADAAG GUIDELINES TO DETECT BOUNDARY BETWEEN SIDEWALK AND THE STREET. TRUNCATED DOMES ARE THE ONLY DETECTABLE WARNINGS ALLOWED BY ADAAG (4.29.2). 2. METHOD OF ON -SITE FABRICATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. 3. WHERE ISLANDS OR MEDIANS ARE LESS THAN 48" WIDE, DETACTABLE WARNING SHOULD EXTEND THE FULL LENGTH OF THE CUT THROUGH ISLAND OR MEDIAN. 4. COORDINATE WITH LOCAL BUILDING OFFICIALS FOR ALLOWABLE VISUAL CONTRAST OF DETECTABLE WARNING. A MINIMUM OF 70% CONTRAST IN LIGHT REFLECTANCE SHALL BE A REQUIREMENT. 24" DETECTABLE WARNING ,STRIP IN SQUARE -GRID ALIGNMENT TRAVEL DIRECTION 1:12(MAX) o SLOPE if 1 to 6" CURB T SEE DETAIL 0°°°0 0 lo •I� 6-0" rl LDETECTABLE WARNING STRIP +6" TYP. 0" 6"-8" FROM EDGE OF PAVEMENT PEDESTRIAN CURB RAMP NOT TO SCALE a-s s/ Type "C-L" top and grate -4'-6 3/6' 8 13/16' 13/16' - 3'-1 3/4'16• L 59.00 STANDARD PRE( CONCRETE UNIT ELEV(NW): 55.0 t MODIFIED RIP RAP Class "A" Concrete ORIFICE CONCRETE STANDARD ENDWALL la' OUTLET PIPE FRONT SIDE CIRCULAR FASTENERS TO BE SPDT WELDED AS DEPICTED AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS PERVIOUS BACKFILL ABOVE THIS ELEVATION. MAX. DEPTH 3'-O" BELOW THE TOP OF THE STRUCTURE NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. Type "C-L" Top 2. LADDER RUNGS SHALL BE PRO - with Type "A" VIDED IN CATCH BASIN WHERE grate HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE 1/2' SMOOTH STEEL BARS PIPE OUTLET FROM THE CATCH 4'X8' OPENINGS 28. BASIN. SPOT WELD @ EACH JOINT 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". '-I NO PROJECTION SHALL EXTEND IN- 36' SIDE OF LIMITS. 7. ADJUST ATION M6"EOV2" TOP WITH BRICKS 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 10. TOP GRATE SHALL BE SECURED TO FRAME. NOT TO SCALE WESTERN DETENTION BASIN OUTLET 7 1 /2"- 2"- r. SHAD Y BROOK ASSOCIA TES, LL C 475 TALCOTI/ILLE ROAD VERNON, C T TEL. (860) 870- 9100 FAX. (860) 870-5700 6• To 12" BEU.O I GRADE 7'-10 1/2" ; PLAN VIEW I GRADE 1 TRAPROCK NOT TO SCALE TYPICAL CLEANOUT t I 2L 3 1/2"x2 1/2"xi/2" 1 /4" 1 4" S4x9.5 DETAIL 'A' 11 IN skimmmimm MINN NON • I � I • 2" 5 12 2 5/8"DIA. HOLE FOR �4 BARS 7'-4 LONG ci C L a 0 a SECTION A -A SECTION B-B DOUBLE GRATE CATCH BASIN TYPE II NOT TO SCALE AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS 4'X8' OPENINGS SPOT WELD @ EACH JOINT 860.291.8755 �O DET esign ro f e s s l on al s, inc. DESIGN: KMI DRAWN.• KMI CHECKED: RLIA Civil Engineers • Planners • Surveyors • CIS ✓oB NO.: 98-1123 DATE- January 17, 2003 165 south satellite road south Windsor Connecticut 06074 DRAWING NO,: 1123\ 1123_DETA/LS.DWG Type "C-L" Top with Type "A" grate TOP STEEL I BEAM 6" LONG >/1s" NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. 10. TOP GRATE SHALL BE SECURED TO FRAME. NOT TO SCALE EASTERN DETENTION BASIN OUTLET SHEET Shady Brook Associates, LLC 12 STRONG ROAD South Window Connecticut 12 n:..str,...,-«sx.ser;,.-,..xntatltia>urawam>w,►>E:�a°�L4aaeaa�:&sw--' .sxe: srt�uaruaanmau.ascgrusx7xss�s WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHAD. BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK 13 MM (0.5 IN.) DIAM. PLASTIC HOSE GALVANIZED WIRE OR CABLE - TWIST WIRE TO TIGHTEN. TURNBUCKLES FOR TREES OVER 150 MM (6 IN.) CALIPER. 750 MM (30 IN.) LONG - WOOD STAKE. ALL STAKES SHALL BE DRNFN OUTSIDE THE EDGE OF THE ROOT BALL. PLASTIC FLAGGING OR OTHER VISUAL MARKER ON EACH VARE. OPTIONAL METAL DRIVE ANCHORS, INSTALLED PER MANUFACTURERS DIRECTIONS. ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THAN THE END OF THE FIRST GROWING SEASON AFTER PLANTING. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF, THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. o TREES WITH POOR -QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. 0 TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. 0 PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE RODT BALL CORRECT THE PUNTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL TAMP SOILS UNDER ROOT BALL PRIOR TO PLwNG. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL STAKING ADVISABLE o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. NOTES 1. STAKE OR GUY TREES ONLY WHEN NECESSARY FOR SPECIFIC SITE CONDITIONS AND WITH APPROVAL OF OWNER'S REPRESENTATIVE. 2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR WHEN IT IS IMPOSSIBLE TO PLANT TREE WITH THE TRUNK ORIENTED IN THE SAME NORTH ORIENTATION AS IN THE NURSERY. TREE STAKING DETAIL TREES 75MM (3 IN.) CALIPER OR LARGER 3' HIGH EARTH SAUCER (TYP.) 3' SHREDDED BARK MULCH REMOVE BURLAP AND TIES FROM TOP 113 BALL 1' SHREDDED BARK MULCH GROUND COVER BEDS COMPACTED SUBGRADE (TYP.) PLANTING, OIL II.' .) TURE (TYP) BALL DIAMETER + 12' SHRUB PLANTING NOT TO SCALE NOTE: FOR DETAILED REQUIREMENTS - RELATED TO THE PLANTING OF THE TREE IN THE IMPROVED SOIL, SEE "TREE PLANTING DETAIL." LOAMY SOIL �• •, TAMP SOIL MOUND ROOT BALL I' - BASE FIRMLY WITH FOOT PRESSURE THE SO THAT ROOT BALL DOES NOT SHIFT, BACK FILL WITH EXISTING SOIL IN SANDY LOAM SOILS, ADD 20% MAX. BY VOLUME COMPOSTED ORGANIC MATERIAL TO THE EXISTING SOIL 1:1 SLOPE ON SIDES OF PLANTING HOLE. ' UNEXCAVATEO OR COMPACTED MOUND 2 11MES BALL. DIAMETER UNDER THE ROOT BALL TO PREVENT SETTLEMENT. LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOL MUST NOT BE SO COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE THE SOIL STRUCTURE SHALL NOT BE PLATY OR MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS. SOIL IMPROVEMENT DETAIL TREES PLANTED IN NON RESTRICTED SOIL CONDITIONS NOTE: THIS DETAIL ASS MES THAT THE AREA OF LOAMY S0:"_ AVAILABLE TO EACH TREE IS A MINIMUM OF 45 SQ. M (500 SQ. I _0 x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE o INFORMATION. ALL EXISTING UTILITIES SHOULD J BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 03-13-2003 PER TOW COMMENTS RLB IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY LANDSCAPE NOTES: 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY OWNER'S REPRESENTATIVE, 2. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM RESIDENTIAL AREAS AND BUFFERING. 3. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. 4. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50LBS. PER 1000S.F. B. SEEDING MIXTURE TYPE II (LOW MAINTENANCE) PERENNIAL RYE GRASS 10% OF MIXTURE CREEPING RED FESCUE 10% OF MIXTURE ALSIKE CLOVER 5% OF MIXTURE RED TOP 5% OF MIXTURE TALL FESCUE 70% OF MIXTURE APPLICATION RATE: 5.00LBS PER 1,000 S.F. C. SEEDING MIXTURE TYPE III (SLOPES) TALL FRESCUE 50% OF MIXTURE BIG BLUESTEM 10% OF MIXTURE LITTLE BLUESTEM 20% OF MIXTURE INDIAN GRASS 6% OF MIXTURE LANCER PERENNIAL SWEET PEA 4% OF MIXTURE PERENNIAL RYGRASS 10% OF MIXTURE APPLICATION RATE: 3.50LBS PER 1,000 S.F. 5. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI, Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 6. PLANTING SEASONS: SPRING- MARCH 15 TO JUNE 10 FALL- SEPTEMBER 15 TO NOVEMBER 15 7. PLANTING SEASON VARIENCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIENCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD. 8. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. 9. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 10. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. BARK MULCH- 10%-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 55%-65% C. FIND TO VERY FINE SAND- 15%-35% D. SILT- 10%-20% E. CLAY- 15%-20% 11. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. 12. DAYLILIES SHALL BE INSTALLED ALONG CURB SIDE AT 24' O.C. APPLY 2" OF BARK MULCH BETWEEN SIDEWALK AND BACK OF CURB. 00 NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER UMDS CO -DOMINANT SOME RNYERIORBTRWIIGSS AEN ND LATTEERAIB BRANCHES MAY BE PRUNED• HOWEVER, DO NOT REMOVE THE TERMINAL GODS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. TO FACE NORTH *AT THE SITE WHEN EVER POSSIBLE SET TOP OF ROOT BAL FLUSH TO��4U 1G8DMDM N GRADE OR SLOWLY M NIN IN.) ' \ HIGHER IN SLOWLY D NINC SOOILS. 200 MM (B IN.) r r++ +r r+ 50 MM (2 IN.l MULCH. DO NO PUCE MULCH IN COkTA, WITH TREE TRUNK. MAINTAIN THE MULCH WEED -FREE FOR kill ',','+' + + A MINIMUM OF ONE YEAR AFTER + + i + ' PLANTING. NOTE: FOR DIMENSIONS OF PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE "SOIL IMPROVEMENT DETAILS." 100 MM 4j_ _IN.� HIGH EARTH SAUCER +++i +, +� BEYOND L E F ROOT BALL + r REMOVE ALL TWINE, ROPE AND WIRE, AND fr �+ +rr++rft+rf BURLAP FROM TOP HALF OF ROOT BALL r ++er + f+++r IF PLANT IS SHIPPED WITH A WIRE BASKET MOUND THE ROOT BALL CUF THE WIRE KET IN FOUR PLACES AND FOLD DOWtV 200 MM (8 IN. INTO PLANING HOLE. PLACE R TAMPED SBAL ON UNEXCAVATED TAMP SOIL MOUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. NO MULCH WITHIN 3' OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL TREE PLANTING DETAIL B&B TREES IN ALL SOIL TYPES NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAYING OR GRATING. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. WILDFLOWER MEADOW MIXTURE 1. MEADOW MIXTURE SHALL BE EQUAL TO NEW ENGLAND WILDFLOWER MIXTURE AVAILABLE THROUGH NEW ENGLAND WET PLANTS, INC., AMHERST, MASSACHUSETTS (413-256-1752). ALTHOUGH THE MIXTURE INDIVIDUAL PERCENTAGES WILL VARY SLIGHTLY, THE MIX INCLUDES THE FOLLOWING SPECIES: MEADOW FESCUE FESTUCA PRATENIS LANCE -LEAVED COREOPIS COREOPUS LANCEOLATA LITTLE BLUESTEM ANDROPOGON SCOPARIUS PARTRIDGE PEA CHAMAECRISTA FASCILATA INDIAN GRASS SORGHASTRUM NUTANS ROUNDHEAD BUSH COVER LESPEDESA CAPITATA WILD BLUE LUPINE BLACK-EYED SUSAN LUPINUS PERENNIS REDBECKIA HIRTA PURPLE CONEFLOWER ECHINACEA PURPUREA CANADA WILD RYE ELYMUS CANADENSIS OX-EYE SUNFLOWER HELIOPSIS HELIANTHOIDES CANADA GOLDENROD SOLIDAGO CANADENSIS NEW ENGLAND ASTER ASTER NOVAE-ANGILAE BLUE VERVAIN BEARD TONGUE VERBENA HASTATA PENSTAMON DIGITALIS SHOWY TICK -TREFOIL DESMODIUM CANADENSE BUTTERFLY MILKWEED ASCIEPIAS TUBEROSA COMMON MILKWEED ASCIEPIAS SYRIACA GRASS -LEAVED GOLDENROD EUTHAMIA GRAMINIFOLIA ZIG-ZAG ASTER ASTER PRENANTHOIDES BUSH CLOVER WILD BERGAMOT LESPEDERA BICOLOR MONARCIA FISTULOSA NOTE: FOR WILDFLOWER/GRASS AREAS, WILDFLOWER MIX TO BE USED WITH PERENNIAL RYEGRASS AT THE FOLLOWING BLEND: WILDFLOWER MIX: 2 OZ. PER 1000 S.F. PERENNIAL RYEGRASS: 1 LB. PER 1000 S.F. LANDSCAPE PLANTING SCHEDULE- 0TY. 54 KEY AF BOTANICAL NAME ABIES FRASERI COMMON NAME FRASE FIR SIZE 5'-6' HT TYPE B&B REMARKS: PLANT AS SHOWN (45'HT--25'W) 9 AS ACER SACCHARUM SUGAR MAPLE 2"- 21/2" CAL. B&B PLANT AS SHOWN (75'HT-40W) 9 AC AMELANCHIER CANADENSIS SHADBLOW 5'-6' HT CONT. MULTI -STEM (20'HT-151W) 8 BP BETULA PAPYRIFERA PAPER BIRCH 11 /2"-2" CAL. B&B SINGLE STEM (30'HT-20'W) 67 BW BUXUS MICROPHYLLA, VAR. WINTER GEM BOXWOOD 12"-15" HT CONT. SRING ONLY 57 CAE CORNUS ALBA, VAR. VARIEGATED DOGWOOD 2'-3' HT CONT. 6' O.C. 15 CA COTONEASTER APICULATA CRANBERRY COTONEASTER 15"-18" HT CONT. SPRING ONLY 45 HV HAMAMELIS VIRGINIANA COMMON WITCH HAZEL 18"-24" HT CONT. SPRING ONLY 105 IV IILEX X VERTICILLATA WINTERBERRY 18"-24" HT CONT. PROVIDE 5 MALE POLLINATORS 35 JP JUNIPEROUS PROCUMBENS GREEN MOUN JUNIPER 18"-24" SPRD CONT. 5' O.C. 24 MB MAWS BACCATA SIBERIAN CRABAPPLE 11 /2"-2" CAL. B&B PLANT AS SHOWN (18'HT-15'W) 34 MP MYRICA PENNSYLVANICA NORTHERN BAYBERRY 18"-24" HT CONT. 5' O.C. 20 Pi PIERIS JAPONICA JAPANESE ANDROMEDA 18"-24" HT CONT. SPRING ONLY 23 PN PINUS NIGRA AUSTRIAN PINE 5'-6' HT B&B PLANT AS SHOWN (60'HT-30'W) 25 OR QUERCUS RUBRUM RED OAK 2"-21 /2" CAL B&B PLANT AS SHOWN (60'HT-60'W) 29 SP SYRINGA PATULA, VAR. MISS KIM LILAC 18"-24" HT CONT, 3' O.C. 33 VC VIBURNUM CARLESII KOREAN SPICE VIBURNUM 18"-24" HT CONT. 5' O.C. 58 VP VIBURNUM PUCATUM,VAR. 'SHASTA' VIBURNUM 18"-24" HT CONT. 5' O.C. 276 HS HEMEROCALUS, VAR. STELLA DE ORA 1 GAL CONT. 24" O.C. RICHARD L. BOSTON, LICENSED LANDSCAPE ARCHITECT CONNECTICUT LICENSE NO. 568 860.291.8755 fi esign rofessionals, Inc. s Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 LANDSCAPE QETAILS DESIGN: RLB DRAWN,• RLB 1CHECKED: RLB JoB No,: 1123 IDA TE,• January 17, 2003 DRAWNG NO.: 112311123_landsccDe. dwo BRIAN EDWARDS B&M ENTERPRISES, INC. P.O. BOX 1060 SOUTH WINDSOR, CT 06074 (860) 644-5268 PREPARED FOR: Shady Brook ' STIR ON{ ROAD SHEET L2 INDUSTRIAL ZONE VIND N A NE LANDSCAPE ELEVATION NO. 3 AT MATURITY N OT TO SCALE INDUSTRIAL ZONE LANDSCAPE ELEVATION NO. 3A AT FIVE YEARS NOT TO SCALE I—N/F SOUTH WINDSOR rY1NICP'l?1/ATIANI Akin I Akin TDIICT LANDSCAPE ELEVATION NO. 2 AT MATURITY NOT TO SCALE [—N/F SOUTH WINDSOR I CONSFRVATION ANn I ANn TRI IST LANDSCAPE ELEVATION NO. 1 AT MATURITY NOT TO SCALE u n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 0 N t,, LOCATIONS AS SHOWN, ARF BASED ON AVAILABLE -`—r— `T-` OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ^' cco 0 INFORMATION. ALL EXISTING UTILITIES S I IULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS vP BE FIELD VERIFIED PRIOR 70 CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. ALL UTILITIES ARE TO BF STAKED IN THE FIELD --- TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 03-13-2003 PER TOWN COMMENTS RLB 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY LANDSCAPE ELEVATION NO. 2A AT FIVE YEARS NOT TO SCALE a -- It/� t/1111 "��31I1't11- j� 1 1 1..a n1111 �F-�S.if1111 �1t �: 1 Iil `-�" It111t�=It41R - �p 9r Im "l IVV VVI`IJL1. V1_\ ffU1V HAV13 , INC. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) i inch = 40 ft. IVINDSOR N AND LAND TRUST INE I—N/F SOUTH WINDSOR TRUST N/F SOUTH WINDSOR CONSERVATION AND LAND TRUST LANDSCAPE ELEVATION NO. 2 AT FIVE YEARS NOT TO SCALE RICHARD L. BOSTON, LICENSED LANDSCAPE ARCHITECT CONNECTICUT LICENSE NO. 568 860.291.8755 esign rofessionals, inc, mm e Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 LANDSCAPE DETAILS DESIGN.. RLB DRAWN.• RLB I CHECKED. • RLB JOB ND.. 1123 IDA TE. January 17, 2003 DRAWING NO.: 1123\ 1123_Iandsccoe.dwq BRIAN ED WARDS B&M EN TERPRISES, INC. P.O. BOX 1060 SOUTH WINDSOR, CT 06074 (860) 644-5288 PREPARED FOR: Shady Brook Associates, LLC STRONG ROAD SOUTH H WllNDS i uV. C j NMC JL CU!1 SHEET L3 12 : N, 1, 1 S'• C' L 5. U 1, 17 - O ' 1XII, Ki CYH T scam' vz "-- -- LOFT HAND FLb_OR PLk1�J ;"� F- - A It. [ -o00 1 +oo S.t=, v4" '16 x l-A' " S►�C?I N C; FRONI, ELEVATIO M Poor �Hlw4c-'- en rml) gig La 001 OR 4Lv" • (44D WltdDow$ rQGR "Ir 3T i' LE- I FtgCR�%As5 Rp°F SHI14Gt.r-y �4i-tG �Ut�OK�4}.d� C.- W000 t79cr- --.._.. ELEVA k2M S C4 L 4 V$" =1 ' 0' r ,vlw � rz+M aU Jr*'C 'gojX-D YtNYL rl13ita&-i,5k d ot= S14 +N r_tEs v! H)'L rRrr"j �lCrHl SIDS. EL�VA ION scfit,.>r; la-- 1:0.: LE F� Sc 4 LZ . 113 41 1k ZZI 6 Nall �LINS ", E ELEVATION �tGK Yt=-t.i��K F P, 0 N T L EV4,_ S6.LK. , YQb~ jL01 STY L E rol G.\1IN'IL .ILo'I 1'r LIA Q C.� Lw Lt....t C—V Ly 0 ,A!. S_! 0 . ..r::......a. DRAWN BY* z� JOB NO. DA iE 9 8 44- 9/4/16 SHEEP NO. 11 Josip ! M Efts" 6 Co. _Y PI LIL FOUk Ukll-r sc&i-E: 14".11-op Joss" MERRITT 4 Co. UiLUING - �LooR, PL (\s, N' r LL_1 Q V /LLI � Y .0 LLJ REV ISI ON . DRAWN BY: JOB NO. DATE .-............ ...- 1$-4.�/�S . SHEET NO. 9 Z—I .&A-u`El , Uw I -- i-LIJ M CUD cq, Lr�,5-r UNIT" "i�, if i RI&H-r UW IT k. R 0 1 �. T UNJT B�" I K I (-,r P� LJ 11,J IT A Re via lot �'Q.4-?,3044P VIWYL V15-W az 59YOWD tujL, LEFT .... SIDE -ELEVAT10�, Lz: 9114 04 0 ul"INL." .1 rZicylIT Likill- k, A 11 F k O N T L F�--V Rj 10 Q pm 1 0 11'Emad LV—r-l- UWIT `B" low) gal i KlCrHT U�IT li ty P.1C,-,HT SlDEELLV4\T10� cc�Wll X_ ALUM, CL&.-D. Vpurl 5" LEI`- T UH IT A I M 54 1 A, 4-"CUP P,0A?,D VIPYL 5-lDW&-- 4A 414 V tA 0 0 IA v va 06 0 00 c 0 c 3 < :3 yp Dot Cl— LLJ > Lli cj, C Q4 cz . 0 REV I S I N S DRAWN BY' JOB NO.: DATE 44 q/4A8-' SHEET NO. ti • xmrdrr a 7. 58'-O' 24'-0" 7'-6" 2G'-G" 7'-om l 6'-G" 3'- 10 I /2" 31-7 ! /2" 5'- I " 121-5" 0 -{---F[n L D15HWA5HER olo 00 KITChEN I MA5TER BEDROOM ZDi CV 2'-O"X a 1/2" 1 2t-on 1 a-1 1/2" DECK o PR 2'-6'7CG'-8" BIFOLD G'-0"XG'-8" 5L.GL 8"X CLOSET ` PANTRY 2'-Gx '-8" LINEN m DINING RA15ED FLOOR C LO5 t OVER STAIR b 4 I /2 ROOM 5 ■ ri 6 /e 7'-0" 5'-G" BEAM (2) 'a 2`-8"X 2X 10'S Y 6' 8" 4 Y�" ch 4-1/2 /2' 1-0" 4 ! /2 LAU N DR 0-8" N WALK I 5 CLO16°8x 6-2 518" 3'-�'" 100 ROD 13'-3" 5HELF 4 cv I Y4' 50LID STAIRS '-Gx N CORE 5ELF m CL05ING DOOR LIVING (DOWN) G 8 arm -8" BATH z ROOM LINEN CLOSET- N a (G SHE VE5 TYP.)`"" N GARAGE �g"AND COEWNG� WALK-IN CL05 6 " (RoDqHtLn N N CL05ET �- N (ROD4 5HELF) 4 1 /2' 5'-3- 5 4 1 /2" 4Y8' G 5/8" 1447 fi 237I/4 PR 2'-MG'-8" BIFOLD N I ENTRY CATHEDRAL CEILING BEDROOM 12" SIDELIGHT 0- LINTEL (2) 1 Y4"X9& OPTIONAL GAS ` M ICROLLAM5 FIREPLAC .- CEILING "? 9'-O"X7'-O" O.H. DOOR 9'-'O'X7'-O" O.H. DOOR RIDGE N zo sD t"ll, N t �D B �N COVERED PORcrt Q tw ca ED BEAM (2 2X 105 m L1 112 _ 9'-O" I.J#2 -O" 9147 24'-0' WINDOW 5CHEDULE I ITEM UNIT ROUGH OPENING(WXH)_ WINDOW TYPE DOUBLE HUNG A B 2846 284G-2 0-8 I/8" X 4'-G 1/4' 5'-3 5/8" X 4'-G 1/4" PAIR DOUBLE HUNG C 2030 2'-0 1/8" X 3'-0 1/4" DOUSE HUNG D 2430 2'-4 1 /4" X 3'-O 1/4' CASEMENT 15147 5'-0' 12'-0" 58'-0" NOTE: DUE TO FIELD CONDITIONS, ROOM DIMEN51pN5 f LOOK PLAN I MAY VARY SLIGHTLY FROM TH05E 5HOWN. 5CALE:1 /4"=1'-O" A-2 Eo no N T� cfJ �D O MA5TF-R BATH • to ko (D u N .O W M to t t0 ul L • 0 to = 'L 3 to tD C ko C C L I BE nun. cimcxmk KEZ I DW cvPRus R STANDARD FLOOR PLAN � wa A-2 ,k.uwx. , . /~ -.x// .°N --v-°.^= | . . ` � | ' | | | | } | / | | | | r�--��/ -- --- --- --- --- --~-� =-- --� --' -- -~----- --� /l k | -T- | �~ L/ [~� | �� | 1_ \ EV.��_ _� | | | . \ | � | | | � | x�rr� �~==_�-�°� | i �Cow(° rOU-N cc / | | | | i | | � | � \ ----'. | �—~ ~ k\ p /~ | � -7^ ) � ( � �� / �� / L / �- [' | |- �/ �� | \ ( >0 / i | / � } � | � | /~-^ -- --- ----' --' ------ --- --- -� | | ' | LEFT SIDE �LLIUJOO b tiAl_r)vl FLOOD PLAN 5CALE:114"= 1'-0" WINDOW SCHEDULE ITEM UNIT ROUGH OPENING(W)(H) WINDOW E A 284 G 2'-8 1 /8" X 4'-G 1/4" DOUBLE HUNG B 284G-2 5'-3 5/8" X 4'-G 1/4" PAIR DOUBLE HUNG C 2030 2'-0 118" X 3'-0 114" DOUBLE HUNG M 184G I'-8 1/8" X 4'-G 1/4" DOUBLE HUNG N 2440 2'-4 10' X 4'-0 1/4" DOUBLE HUNG (DORMERS) ASTER BATH NOTE: DUE TO FIELD CONDITIONS, ROOM DIMENSIONS MAY VARY SLIGHTLY FROM TH05E SHOWN. N oll ko N N in c0 w L It L- co 06 ^ p L 00 CA ., 110 c o r o � o t C O C L N N L >vl. C L .{J L O w t rn Nr z LLf W Cri Q CD D �/ <C z Q c!� LU CL� Q WIN Q G/4/02 ADJUSTED WALLS, DIMS. * KITCH. EIXTURMCOUNTER5 1 1 / 1 2/02 ADJUSTS !� WALL DIMS. AND ADDED KITCHEN DIMS. 1 2/ 1 1 /02 ADJUSTE WALL DIMS. AND ADJUSTED LINEN DR. muu- � REZ DW Ire 4/22/02 mom ORMNUMM. LAUREL p STANDARD R W/ BASEMENT FLOOR PLAN O2-oi I A-2 I .. iw 1 !!II�IIII 11 I ... to, ME