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Home My WebLink About02-29P_SHADY BROOK VILLAGE_STRONG ROAD0 0 n 19 — - '777 7-7 T"' "11v 7",`�I�,� RESIDEN�\.7� ��IF�,�P�ENT • Sy�'� PLAN R.ESUBDIVISION l-UD7,v700 150 Somt Rond Siou',,h Whidlo©u% CT ©GQTA A, IFFFn E N a N 7: NC S 0 LU T � 0 NS, P.Q BE F21MCE �XHLLSON, RE V)3 L=Eng'"m Rond 0nc cnl)mPV, CT OMM vokoc (850➢ 63 2570 F—cm (360) G39-062s Lan,cim po !- pcMocbo DovofloC�„oiA Ccncul9 ,,,an T 1,65 Slmn!D py Rond Avo '% CT 06001 Dan Wrigiit & Associates 49 Hartford Turnpike Vernon, CT 06066 Tel, (660) 646-3269 Fax. (860) 646-2269 SOUTH WIND PLANNING UEP.. OWNER BANCRO T BROOK, L.L.C,, C/O CUMM�NGS 11 ANZA SOUTH- H-� M N D SOR, CT 0607/ TEL. (860) 6/ A--3A,73 FAX. (860) 64AC-334�7 NOTES. THESE PRAWING5 ARE THE PROPERTY OF DESIGN PRO! ESSIONALS, INC., AND HAVE SEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJE.GT. THEY ARE NOT TO M USED FOR ANY OTHER PURPOSE OR 6Y ANY OTHER PERSON OR PERSONS WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THIS PLAN IS INVALID ft.EeS IT GEARS THE ORIGINAL. SIGNATURE ANP IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVE>6V e' F APPUC/\N B&M ENTERPMSES, DNC . P.O. 0,11 1060 SOUTH MNDSOR9 CT 06074 EL. �(6c),0) 6)44-5288 FA'X. (0060) 64A.,-33�,7 �9 f7R£H01'/SE NUMD? 3 Q / 5 Q EAST WNDSM Hlu BOARD EDUCA V (EZLSWR7H) allVERY Q OQ Al LLSKt7RQ � Q SITE FITCH MEADOW v z LANE A170N EDWARDS OXBOW O� \�/ GL�/E7ERY LANE STR�N o Gig DRIVE BANCRg,-- T.. BRICKYARD POND SPk -N, 20�0=� pP llY104D i x All) LOCATION PLAN SCALE 1 "=1,000' SHEET INDEX 1 COVER SHEET 2 KEY MAP (SITE PLAN) 3 KEY M/ A P (SUBDIVISION) 4-5 PLOT PLAN 6-7 T OP0G RAPH0C PLAN 8-9 E R 0 S CAN! C? SEDD �\/ EN - ,, T � ON CONTROL 10-11 PLAND/ ROF�LE 12-13 DETAILS Ll -1-2 LANDSCAPE PLAN l -P3 ARCHITECTURAL URAL PLANS 0123\I I23-I.Dwe) REV: 10-7-02 REV - REV: REV: I2-13-155 REV: 11-17-�J8 REV. 10-2�5-58 DATE: 10-7-98 SHEET 1 n 17 1,� ZONE: A-40 RESIDENTIAL USE: SENIOR RESIDENCE DEVELOPMENT (SRD) / LOT 1 ITEM REQUIRED/ALLOWED (SRD) PROVIDED Total Parcel Area no minimum 9.11 acres Net Buildable Acreage * note below 7.89 acres Number of Units 20 units 20 units Parcel Density 8 units/nba**-"* 2.5 units/nba Lot Frontage 200 ft. min. 199.08 ft. Buffer 25 ff. 25 ft. Front Yard 50 ff. 205 ft. Rear Yard 10 ft. 37 ft. Side Yard 10 ft. 37 ft. Impervious Coverage 60% max. 16% Off —Street Parking 1.5 spaces/unit 2.85 spaces/unit or 30 or 57*** 11, The Net Buildable Acreage is the total parcel area (9.11 ac.) minus: wetlands, regulated watercourses and flood plain zone area (1.21 ac.); slopes over 15% (0.01 ac.); utility easement (0.00 ac.) ** Minimum frontage required may be reduced by 1' for every 2' by which the development's front yard setback is increased. *** Parking: 22 garage spaces; 22 driveway spaces & 13 parking lot spaces. **** Percent of Multi —family = 80%; .8 x 10 = 8 ZONE: A-40 RESIDENTIAL USE: PARCEL A / LOT 2 ITEM REQUIRED/ALLOWED PROVIDED PARCEL A Lot Area 80,000 sq. ft. 119,220 sq. ft. Lot Width 225 ft. 300 ft. Lot Depth 200 ff. 329 ft. Buffer 50 ff. 50 ft. Front Yard 50 ft. 58 ft. Rear Yard 50 ft. 286 ff. Side Yard 20 ft. 96 ft. Lot Coverage 10% max. 1.76% NOTES: THESE DRAWING5 ARE THE PROPERTY OF DE516N PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THI5 PROJECT. THEY ARE NOT TO E3E USED FOR ANY OTHER PURPOSE OR 5Y ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DE510N PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLE55 THEY BEAR THE ORIGINAL SI&NATURE AND IMFRE55ION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. n p' "n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-30OB-20 OF THE LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF n INFORMATION. ALL EXISTING UTILITIES SHOULD 5 I 5-22-02 REV. PER TOWN COMMENTS K61I CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ( 4 1-8-99 REVISE ZONING DATA TABLE (INT.LOT) KMI FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE 3 12-9-98 PARCEL A MHA 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD FIELD SURVEY MAY DISCLOSE. BY A LICENSED LAND SURVEYOR PRIOR TO I 2 11-17-98 REVISE LOCATION MAP Kl.11 CONSTRUCTION. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. I 1 10-29-08 REVISE PARKING DATE MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 13Y RICHARD P. MARTEL LIC. No. 1 17 1052 MAIN ST NEWINGTON CT, 06111 18 1052 MAIN ST NEWINGTON CT, 06111 19 1052 MAIN ST. NEWINGTON CT, 06111 20 1052 MAIN ST. NEWINGTON CT, 06111 96 1 1533 MAIN ST. 4 1554 MAIN ST 5 1544 MAIN ST. 6 337 SICANTIC RD. 12 150 STRONG RD. 13 100 STRONG RD. 14 119 ROUTE 81 HIGGANUM CT, 06441 15 100 STRONG RD. 16 90 STRONG RD. 17 80 STRONG RD. 18 70 STRONG RD. 19 42 STRONG RD. 20 1052 MAIN ST. NEWINGTON Cr, 06111 21 1052 MAIN ST. NEWINGTON CT, 06111 22 1052 MAIN ST. NEWINGTON CT, 06111 23 23 GORSKI DR. 24 17 GORKSI DR. 25 1052 MAIN ST. NEWINGTON CT, 06111 26 1052 MAIN ST. NEWINGTON CT, 06111 27 20 GORSKI DR. GRAPHIC SCALE 200 0 100 200 -1100 I I - ( 1I3 FEET ) 1 inch = 200 ft. AG BUILDERS INC. AG BUILDERS INC. AG BUILDERS INC. AG BUILDERS INC. PORTER, G. HARVEY RYAN, DA VID L YNN & CANDIDA M. PAGE, MARTIN J. & ELIZABETH A. (SURV) MULKA, ROSE PRESTON TRUCKING CO. INC. WINTON, FLORENCE KNAFEL, GLEN A. WINTON, FLORENCE CHARETTE, KEVIN J. & LAURIE A. GIARD, KEITH R. & BARBARA J. (SURV) SENNETT, ALLEN M. & DALE H. HUNT, ROBERT G & CHAMBERLAIN AG BUILDERS INC. AG BUILDERS INC. AG BUILDERS INC. BENNER, WILLIAM H. & MARIA ISABEL DIACUMSKI, STANLEY & ANIELA AG BUILDERS INC. AG BUILDERS INC. DIACUMSKI, STANLEY & ANIELA 111[_'��QTHY M'A FLIP 860.291.8755 esign r rofessionals, inc. In, Civil Engineers • Manners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 28 1052 MAIN ST. AG BUILDERS INC NEWINGTON CT, 06111 29 49 STRONG RD. NIEMITZ, EDWARD & DOROTHY 33 15 STRONG RD. LONG, DARREN A. 35 1464 MAIN ST. SUNDERLAND, EDWARD T. III 36 1474 MAIN ST. LEE, CAROLE M. 37 1486 MAIN ST. TOMEL, PAUL E. & DEBRA A. 38 38 SHAGBARK RD. PETER LONIG 39 1512 MAIN ST GOODWIN 40 1409 MAIN ST. BORDUA, FRANCIS J. & LISA 53 1497 MAIN ST. ZAGORSKI, ELAINE P. 55 1503 MAIN ST. ZAGORSKI, JOSEPH G. 56 1511 MAIN ST. BANCROFT, EDWARD A. JR. EAST WINDSOR HILL, CT 06028 57 1511 MAIN ST. BANCROFT, EDWARD A. JR. EAST WINDSOR HILL, CT 06028 SITE PLAN KEY I�1AP DESIGN. KM/ I DRAWN. MHA I CHECKED: PRD JOB No... 98-1123 DA TE.• 10— 7-98 DRAWING NO.: 112J 11123-2. DWG Prepared For: ENTERPRISES Strong Told Scow& W,"�aoBdSOT Con neacftormt 61rixoNi 451 FU N11F SUNDERLAND, EDWARD T. III )ONSIR VA TION EA SEMEN T /N FA VOR OF SOLI TH WINDSOR LAND ON ER VA TION TRUST, INC. �4pMN tll r Ti./a� Oleslaa� WL Uz&G t 1540 SULLNAN AVENUE • SOUTH WINDSOR, CT 06074-2786 SDR.Co AREA CODE 860/644-2511 FAX 860/644-3781 December 29, 1998 Certified Mail Brian Edwards B 8r M Enterprises, Inc. P O Box 1060 South Windsor, CT 06074 Dear Mr. Edwards: Re: Appl #98-58P, Shady Brook Village At the November 18, 1998 regular meeting, the Inland Wetlands Agency/Conservation Commission approved appl #98- — IWA/Cc permit for the construction of a private street, 20 unit Senior Residence Development with 2 detention basins, pavement, grading, utilities, sidewalks, erosion control measures and related improvements to be known as "Shade Brook Village " as shown on plans prepared by Design Professionals, Inc., Job No. 98-1123 and revised through December 9, 1998. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on November 18, 2003. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. We recommend a bond in the amount of $10,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 7. Detention basins are to be inspected and mowed once a year to eliminate woody growth within the basins. 8. Design Engineers will personally supervise the installation of the toe drains and outfalls designed for the site, 9. As builts will be submitted to Town Staff for approval. 10. Trefoil and crown vetch, which are aggressive growing legumes with low maintenance, are to comprise 50% of the seed mixture used. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth A. Warren, Chairman F,AW/pmm Cc: Town Engineer Planning & Zoning Commission Chief Building Official Design Professionals, Inc. 6 x � II II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY r LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 00(0 INFORMATION. ALL EXISTING UTILITIES SHOULD v 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. 7-5-02 5-22-02 1-8-99 12-9-98 11-17-98 10/29/98 DA TE , V�_, V,_, Zf t —tc., 15. q'3' 12" OAK W/WIRE UNIT 9 2 4 5 ` 6 - \ 7 9 � 10 11 12 13 14 15 16 17 18 19 20 14n/ / G'c / n T June 6, N/� J SOUTY WfNDSOR LAND CONSERVA 77ON TRUST, INC N/r HUNT, ROBERT G. & CHAMBERLAIN STREET 85 BAIL Y CIRCLE 97 BAIL Y CIRCLE 109 BAIL Y CIRCLE 117 BAIL Y CIRCLE 155 BAIL Y CIRCLE 165 BAIL Y CIRCLE 175 BAIL Y--GIRCLE 185 BAIL Y CIRCLE .195 B IL Y CIRCLE 205 BAIL Y CIRCLE 215 BAIL Y CIRCLE 225 BAIL Y CIRCLE 224 BAIL Y CIRCLE 214 BAIL Y CIRCLE 204 BAIL Y CIRCLE 194 BAIL Y CIRCLE 184 BAIL Y CIRCLE 174 BAIL Y CIRCLE 164 BAIL Y CIRCLE 154 BAIL Y CIRCLE f?n RAH Y O� o \ X \ O / SNET #3045 \ W/LIGHT EX. S.M.H. �\ oo T.F.=59.12 \ Y_ b \ (_Q� olcs_o�GI &Maat 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 TELEPHONE (860) 644-2511 Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Attn: Karen Isherwood R F: Revises: - Shady Brook SRI) - Approval to Connect Strong Road South Windsor, Cl- Dear Ms. Isherwood: The South Windsor Water Pollution Control Authority, at its regular meeting of April 2, 2002, gave approval for the connection to the Town's sewerage system of a Senior Residential Development and a single house Lot at Strong Road, South Windsor, CT, as more specifically shown on plans entitled " Topographic Map" prepared by Design Profeniottais. Project No. 98-1123, dated 10-7-99, with revisions dated 10-29-98, 11-17-98, 12-9-98, 1-8-99, 2-12-99 and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once The sewer line has been installed and inspected by the "town staff, and based upon the written Vetification of the Town staff that said sanitary sewer line was installed to substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superirnpused on the final approval plans. Very truly yours, i A oseph J. Carino, Chairman Water Pollution Control Authority JJCidd Cc: Matthew Galligan, Town Manager Michael J. Gantick. Director of Public Works Jeff Doolittle, Town Engineer Marcia Bamch, Director of Planning John Collins, Chief Building Inspector B & M Enterprises N665r o8• / J �A) / / O h� p^Nr �ry O� NET ,y24J6 1� " N O V- A = 24 42�47" R = 85.00 3s39 10 / T = 18.62' ® s66s?gam, w / L = 36.66' C = N1056'43" S-4.71 1. E 54 \ / —1.54' , .00- N2378106 "E SOUTH WlNDSOR LAND24.63 CONSERVA 7/ON TRUST, INC ,�'. / cif'/ IRON PIPE N66 20'47"W / s23.18106 "w ? 00 �� 1.78' 15.00' S66 41 '541E 0. 77' 50' R. 0. W. IN FA VOR OF IRWIN A. & GERALDINE M. KNAFEL \ � ss, Nyr CHARETTE, , KEWN of & �O \ LAURIE A. \\� \ NOTE:: STRONG ROAD, BETWEEN \ \ GORSKI DRIVE AND PROPOSED iX 7RmtE "> O \ BAILEY CIRCLE, SHALL BE l eRSI(on Illy DO .� \ RECONSTRUCTED ONCE UTILITIES / C9 ry AD \ ARE INSTALLED. / 1 00 �ry SNET # N W/LIGHT & RISERS ro aF,�� S0, iNNTOW, FZ ENCE EX. S. M. A F % T.F.-66. 2 ixIr v /NV. =52 48 . ��\ O \ w HE RDuotfv MAP REFERENCES.- 1. MAP FOR JUDSON A. & KA THLEEN B. BANCROFT AND THE ESTA TE OF BENJAMIN L. BANCROFT MAIN STREET -STRONG ROAD, SOUTH WINDSOR, SCALE 1 " = 40; MA Y 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' DA TED 1AN. 25, 1988, PALMBERT & RUSSO. J. ESTATE OF HERBERT H. HOSKINS MAIN STREET, SOUTH WINDSOR, CONN. SCALE 1 "=40, MA Y,1990, JOHN 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. REV PER TOWN COMMENTS I MHA REVISIONS REV. PER TOWN COMMENTS ADD IWA/CC APPROVAL LETTER ADD HOUSE LOT/TOWN COMMENTS/RELOC. OUTFALL REV. PER TOWN COMMENTS REV. PER TOWN COMMENTS DESCRIPTION KMI KMI KMI KMI KMI BY 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. \ R-PS SNET #2204 BE REL 0CA TED STREE77INE NOT ESTABLISHED. \\ 00/ STREETLINE, AS DEPICTED, IS TAKEN \\ FROM MAP REFERENCE #1 AND IS \ ASSUMED. \ O \\\� \ SNET 3047 \ \\Fx oo \� LEGEND O IRON PIN TO BE SET \\ \ C) MONUMENT TO BE SET \\ / SNET#5187 W/R/SER\ X CO EX. HYDRANT I NOTES- 1. ALL MONUMENTA TION FOUND OR SET IS DEPICTED HEREON. L 2. HORIZONTAL DATUM BASED ON NAD 27. / '4<` J. 50' ROW IN FA VOR OF IRWIN A. KNAFEL AND GERALDINE M. KNAFEL AS PER V.115 PG. 282. r11% / 4. WETLANDS FLAGGING DETERMINED BY REMA ECOLOGICAL SERVICES, L.L.C., ON 6/11 & 811198, T� apses ?1)bV 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 TELEPHONE (860) 644-2511 CERTIFIED MAIL to Mr. Brian Edwards B & M Enterprises P. O. Box 1060 South Windsor, CT 06074 Dear Mr. Edwards: Re: Appl #98-58P, Shady Brook SRD Special Exception and Site Plan In accordance with the order from the Hartford Superior Court (docket #CV 99 058 75 31), the Planning & Zoning Commission hereby approves with modifications the above referenced application for a Special Exception to Section 4.1.12 and Site Plan of Development This approval is for the construction of a 20 unit senior residence development on property located on Strong Road, A40 zone, as shown on plans prepared by Design Professionals, Inc., Job No. 98-1123, dated 1017/98, as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval ofthe Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $10,000 for erosion and sediment control. 4. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining site bonding, and all bonds shall be posted prior to issuance of the first Certificate of Occupancy. 5. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. , 6. Footing drains are required if the buildings have basements. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. WPCA approval is required. 9. The building street numbers must be included on the final plan. 10. Engineering comments dated February 2, 1999, must be addressed to the Town Engineer's satisfaction. Black and white transparent mylars of Sheets #4 and #5 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days of this letter to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Very truly yours, Kevin McCann, Chairman Planning and Zoning Commission ICMcC&ag Enclosures cc: Town Engineer Chief Building Official Assessor Superintendcut of Pollution Control Fire Marshal Town Attorney \ o \ \ 0) \ \ SNET #3048 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. BRIAN EDWARDS 5. EA SEMEN T IN FA VOR OF L 0 T #2 TO PRO VIDE MEANS OF INGRESS & EGRESS, AND TO PRO VIDE e.� B&M ENTERPRISES, INC. \ X CONNECTION TO ANY/ALL UTILITIES A VAILABLE IN STRONG ROAD, INCLUDING GAS. `� \ o 6. STRONG ROAD STREET LINE TO BE ESTABLISHED BY MONUMENTA TION (DEPICTED) AND QUIT CLAIM P.O. BOX 1060 \ DEED IN FAVOR OF THE TOWN OF SOUTH WINDSOR. /-)-% \ 7. AREA OF SRD PORTION = 397,084 Sq. Ft. SOUTH WINOSOR, CT 06074 = 9.11 Ac. GRAPHIC SCALE 40 0 20 40 so ( 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 PLOT PLAN DESIGN. KMI I DRA WN,• KMI I CHECKED: RJA ✓oB NO.: 98-1123 I DA TE.- October 7, 1998 DRAWING NO.: 112J\ I123-4-5.dwp (860) 644-5288 RESURVEY/PROPERTY SURVEY PREPARED FOR: SHEET B & M ENTERPRISES 57"" ON 1 ROAD �. 3 SOUTH WINDSOR CONNECTICUT IVV /LJ. / 1. ALL MONOMENTA TION FOUND OR SET IS DEPICTED HEREON. / HORIZONTAL DA TUM BASED ON NAD 27. J. 40" MAPLE \ \ 5O'. ROW IN FA VOR OF IRWIN A. KNAFEL AND GERALDINE M. KI�FEL "fir PER V.115 PG. 282. \ i `� W/WIRF l \ Q IA/�T1 �A//7 C 97 d (- A//- n,-T,-n R Y RFAAA FCn/ ni, LCA! SFR U/CS' F/ _ / . r . ON 6/11 & 8/1 /QR ITAND FIELD- LOCATED BY DESIGN PROFES,SI DNA S, INC. 5. EASEMENT IN R OF L0T- Z.FO PROVIDE MEANS OF INGRESS & EGRESS, AND TO PROVIDE / CONNECT/ON TO AR/An UTILITIES AVAILABLE /N STRONG ROAD, INCLUDING GAS ' `9B �. \ 6. STRONG ROAD STREET LINE TO BE ESTABLISHED BY MONUMENTA TION DEPICTED AND OUIT CLAIM/ I DEED IN FA VOR OF THE TOWN OF SOUTH WINDSOR. 1 / / 20' DRAINAGE EASEMENT = dl s5. 7. AREA OF SRD PORTION = 397, 084 Sq. Ft. BANCROFT BROOK, L.L. 1=9.11Ac. /N FAVOR OF /y 7 c„ � '� � \ / / C. �3 B+\ 7J \ \ O N \ \Z�,9 \ \ l �1� ^`""� v SOUTH WIND R LAND \ O/ \ z `\ ss� CaliIII7JON TRUST, INC LA Y \ P T oo o31r �y01� NIP e�F\ 9 6� r \ , / SOUTH WINDSOR LAND j \ ��ER \ \ - 5 3 h 20' DRAINAGE EA E T / \ \ / CONSERVA 770N TRUST, INC 1 •;' \S' e/ �n �J \ 5�6 IN FA VOR OF V OAA/I ncnnv / / / . 1 - ` �,•�• � "/'F� - ` ortrrt./r V� / V/iVVI,, 4. L. / , \ 10 N2� �Oi£ \ 13 is . 12 4 114.0' O 1 15 ?o . � O o. o \- `SO 103 / A= 927528" R = 39.51, 3 00 �I / L = 61.19' O UNIT STREET 09 CT 06074 1 85 BAIL Y CIRCLE /80,9, pry ,o s> ��` 1/ o? o2 97 BAILY CIRCLE O (E7/ ` 1540 SULLIVAN AVENUE • SOUTH ONE (860) 64.2511 / w..co"�TELEPHONE (860) 6444511 3 109 BAIL Y CIRCLE / s8s6' ¢ �" / \ // 4 117 BAIL Y CIRCLE ` '� O 10 O 0 / / tY^ � = 35. SD y\ CERTIFIEb MAIL 5 155 BAIL Y CIRCLE 7�0 wx 9 O S1sf' / ' July 3, 2002 6 165 BAIL Y CIRCLE _ � e 7 175 BAIL Y CIRCLE 8 185 BAIL Y CIRCLE / `�' 1 � • / / \ Mr. Peter DeMallic 9 195 BAIL Y CIRCLE / p >2> 18 \ DesignProllite Professionals, Inc. C � 5 \ IGS S. Satellite Road 10 205 BAIL Y CIRCLE CROFT BROOK 'r�91p / Slh wdsocT oGo4o / on inr, / 11 215 BAIL Y CIRCLE / y / / Re. Appl 02-29P, B & M Enterprises, Inc., request for resubdivision to create one new residential lot on the 12 225 BAIL Y CIRCLE \ / O p = 84 5 48 % 397, 084 S.F. \ north side of Strong Road west oCRoute 5 (between Bancroft Lane and Gerald Drive), A-40 zone 13 224 BAIL Y CIRCLE o�V - 34 0, *" 9.11 AC. ti ?�, ' Dear. Mr.DeMallic: L=56.3 ~ / 14 214 BAIL Y CIRCLE / C\ / �� 01 \ We are pleased to advise you that the Planning & Zoning Commission voted on time 25, 2002, to approve '�' ' _�// (^ tr)• with modifications Application #02-29P, resubdivision to create one new residential lot to be known as 15 204 BAIL Y CIRCLE ,l S� 7 t� h � B & M Resubdivision on property located on the north side of Strong Road watt of Route 5 (between 16 194 BAIL Y CIRCLE / / / t�A�O rTjp pr / LC/ c� ' Bancroft Lane and Gorski Drive, a-40 Zone as shown on plans prepared by Design Professionals, Inc, project 17 184 BAIL Y CIRCLE / V �S �j�• ` B'I.1e j p� / #98-1123 and dated May 22, I999, as revised. This approval is subject to the following modifications: 18 174 BAIL Y CIRCLE <s22 ry Qj ryo' / 1. This approval is for I lot, numbered 2. 19 164 BAIL Y CIRCLE 0J / / Leo F Q� o = 4o'1s" 19 ,h g / s , approval ,� 2. Drainage and construction for this subdivision is subject to the royal of the Town Engineer. 20 154 BAIL Y CIRCLEa.00' / A., 16.00' / ry� \ 3. This lot shag be serviced by the Town of SouOi W indsor sanitary septic system and is subject to the 38.00'0.2 approval of the Water Pollution Control Authority. 4. Water shall be supplied to this subdivision by public water. 5. All plans used in the field by the developer mutt bear the stamp and authorized signature of the Town \ / - 06.g) , of South Windsor. t /I B\ / N23 05' 'E" G. All casements for conservation purposes, drainage or utilities, that maybe requited in connection with FR� O the approval of this subdivision, must be submitted on standard Town easement font where 15. 3' appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds N/� /.,�v � \ / , for open space, public improvements and roadways must be submittal prior to request for Town SUNDERLAND, JO ONS�R VA TION EA SEMEN F \ \ bacceptance; the all deeds must he in accordance with eyy. policy (enclosed) accepting deeds and must be approved 1 r,. b the EngineeringD ailment and Town Attorney. enclosed EDWARD T. /// / ! 7. Foot ng drains are required for each house. Pr or to the building of any structure on a Iol a topographic "�/ /N FA VOR OF / \ �� j map, drawn to a scale of 1"= 40', shall be submitted for each lot m the subdivision, showing proposed rAA(/�J / 4 contours, elevations and the location of the fooling drains. No building permits will be issued until the SOU TH WINDSOR LAND ++ ` \ ��• O O /�O ' pro set contours, Roor elevations and locatim, of Cuoting drains have been approved by the Town A 16 OAK Engmerr. CONSERVA TION TRUST, INC. W/WIRE \ w C , \ tap 3%8, 119,220 S F.. / 8. if, for any reason, finished grading and other individual lot site work is not completed, the Town / 72" OAK \ O\ W_ 273 AC / - Engineer shall determine the amount of a cash bed to ensure final grading and site work. This cash /W W/RE �J/6 m0 / bond must be submitted prior to issuance of a Certificate of Occupancy. / ` 3j� \ 5 k ' 9. Quantity estimates most be submitted to the Town Engineer (on enclosed form) for the purpose of J. determining subdivision bond. All bonds shall conform to the enclosed bond policy and shall be postal ( O j0 prior to Sling the Snot plans in the Town Clerk's office. / ' / J 6'�• 0 \ CS / If the developer chooses to submit a Letter of Credilfor a one-year tee, said Letter of Credit roust be renewed on a yearly basis until completion of the development. If a new Letter of Crodit has not been received within 30 days before the expiration date, the Commission may, at its option, call the Letter it 1 I \ Ot G6AVVI \ is holding. (Policy enclosed) / / J /n7 IRON P/PE 10. A drainage assessment fee in the amount of $50.00 shall be submitted to this Commission. I 11. No building permits will be issued until all modifications have been complied with, and the final plans havc been filed in the Tom Clerk's office. I / / N ,��• \ W � 12. All references to'Parccl A" must be modified to "Lot 2." SOUTH WINOSOR LAND ` �' �' / Black and white transparent mylars of Sheets #5 with the above modifications, together with three blueprint \ OO topics of the entire set of plans (including amhiteclural elevations) must be submitted to this Commission T'INC.\ — 487 1 " 'p r Q / ' / within 30 days to be stamped and signed. The letters of approval of this Commission must be reproduced on CONSER�A710N TRUS , /R _ 7200 %� w 6� �8 ry / ,� the mylars. Or, L 6 90• + �> �- 5 / �� o� After royl.,rs have been signed by the Commission, they will be returned to you for filing in the Office of the / \ oO• O(^ OD QV' ih Town Clerk. After filing these plans, a copy of the n;ccipt must be submittal to the Planning Department. \1 �, tip' Sincerely.At n Kevin McCann, Chairman � / Planning and Zoning Commission LEGEND ` O IRON PIN TO BE SET EKMcCuAa 709 4�,.� 00 ' 8• O O MONUMENT TO BE SET c`: T�Bns� Official �o C \ ti66�� / Assessor F N,1F HUNT, O ��4 s , ?O • FireSuperintendent of Pollution Control , p� �,s �ta 0 �? Fire Marshal \ / R06ERT C% p Q =c! o / CHAMBERLAIN ^� / p• 0, S' eU � / � � �� o tx R� T = 1 93' 2 1 • / \ MAP REFERENCES: \ \ ��h EASEMENT 1. MAP FOR JUDSON A. & KA THLEEN 8. BANCROFT AND THE ESTA TE OF BENJAMIN L. BANCROFT / 11-% h '0 IN FA VOR OF / MAIN STREET -STRONG ROAD, SOUTH WINDSOR, SCALE 1 " = 40" MA Y 1972; SHEETS 1, 2, & 3 OF 3, t LOT #2 PREPARED 8Y WILLIAM J. CARR/NGTON, REG. L.S. / 6 1p3.2\ / SEE NOTE #5 / �ssS \8, 2. SUBDIVISION PLAN - PROPERTY OF ANDRE L. CHARBONNEAU, ARNE H. DALENE AND EMIL L. DOWNEY - SOUTH WINDSOR, CONNECTICUT, SCALE 1 "=60: DATED ✓AN. 25, 1988, PALMBERT & RUSSO. _ BRIAN ED!/UARDS `\ » 3. ESTATE OF HERBERT H. HOSKINS MAIN STREET, SOUTH WINDSOR, CONN. SCALE 1"--40','\ O \ 00 0 = 244247 MA Y,1990, JOHN J. CONNOLL Y, JR. L.S. BdcM ENTERPRISES, INC. E. I. P. � R 85.00 4. REVISED MAP FROM MAP SHOWING SOME PROPERTY OF BENJAMIN L. BANCROFT IN THE TOWN OF S-4.76' ® 39� ,o / T = 18.62' SOUTH WINDSOR, HARTFORD COUNTY, CONN. BY EVERETT 0. GARDII APRIL 1958. SCALE 1 "=40', P. O. BOX 1060 E-1•82' ® SssS? 90' / L = 36.66' SEPT 1961; CLASS A-2 BY H.F. ROSENBERGER L. 725. SOUTH WINDSOR, CT 06074 / E. A P. 71 \\ F � C = N105643" \ \ 6 7-5-02 REV. PER TOWN COMMENTS MHA (860� 644-5288 n /� E_1. 54' 11 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 i N w LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE ■ PLOT p�ab 0 co ID INFORMATION. ALL EXISTING UTILITIES SHOULD 5 5-22-02 REV. PER TOWN COMMENTS KMI STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE , e B fiz M E�VTERPRISE� �� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 1-8-99 ADD IWA/CC APPROVAL LETTER KMI SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 4I 0 2I I 80 esiogn 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12-9-98 ADD HOUSE LOT/TOWN COMMENTS/RELOC. OUTFALL KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. j� 5 BY A LICENSED LAND SURVEYOR PRIOR TO 2 11-17-98 REV. PER TOWN COMMENTS KMI ( IN FEET) ro essionals, inc. DESIGN:KMl DRAWN. KM/ CHECKED.' R✓A STRONG ROAD CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 10/29/98 REV. PER TOWN COMMENTS KMI 12882 1 inch = 40 ft. ! Civil Engineers •Planners •Surveyors • CIS ✓OB NO.: 98-1123 DATE October 7, 1998 SOUTH T�+ttTi WINDSOR CONNECTICUT �0�17 �+ 3 IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. ey®`�J !i 1�75 V�Y !l1�l�a�®l�1 `�+®a�a�ls�Y !S 11�� S OF THE PROFESSIONAL ENGINEER/SURVEYOR. N0. DATE DESCRIPTION BY 165 south satellite road •south Windsor Connecticut 06074 DRAWING NO.: 1123� 1123-4-5.dwg SUNDERLAND, EVWARD T III r r _^ 3 �� T.F.=64.94 6' DRYV,ri INV. =56.98 \ T.F.=61.5 / X ,'" \ ONS�R VA O/V'E�4'S "�t/1E�1, - - , - - . ' �, h 2 G \ IN �94 i5FF j/ _ f ,. e INV.-58.25 SO TH A i - ' > TTOM: 54.75 iy 6 �r 2� C�Re p \ OR�.4la!%, - �'_ _ , _ 16 OAK \ sNv'y$ O T w/�' PROP. C-CB#6 \\ r ' ' '�O % ' �0 ZD%VE ,. W/W/RE e ,p� kk W/SED. STRUCTUR 12 DA1� + 0 \ 6'6 T.F.=63.60 , I j 1 , Ir Ir W/W/RE \\ ` \\ `-' PR B#1 %j oo INV.(15")=59.08 r i r I /�� \ ee TO 6 DRYW A INV.(6 )=59.83 �,��Lvoo, .=61.5 0 J,' S6�=58.25 56'/�' _ : 54.75 \_ o N�1_� ,. AOS/ PROP. CL-CB#7 h A'`►�O,o \\ ++ i T.F.=63.5 / + + + 1 + I + I \ e \ a 2 \ \ INV. = 58.8 J. .<,c� 'Q FF6 S�F r + I `+I + k' N� ` z 8S0 Z11I WINOSOR LAND / Ii r I r ►' CONSERI�A 710N TRUST, INC, Vi:'l 0 I I+ 1 0 ,�, �' 9 r + r !! I +r.i l'O /1 ��rL /2�' lb �• � \�"�, 7F- WlS'E4STRUCTURE I + 7 T.F. 65.70 + / � •-/ / � .S.M.H. � 68' �C O F.=64.8 =SgNi h�\ 'Ss INV. (15")=59.45 56.34 \TgRy ,�' , INV.(6")=60.2 \, 0 6 ---------------- -- --- -- HUNT, ---------- CHAMBERLAIN �.4g�108" CLAY ROBERT G. \ ` / ` ♦i , ` - _ _ _ , ` - .._` v Jr\IvvLy - - -- LT.F.=61.5 �6 q PSG / F=66, s� ` e \ \ / ` \ / INV.=55. �! V. (867 F � Q' ` _ \ BOTTOM: o /NV(6" 55.83 CL- B#11 Q T. 63.5 C2) '---------- --- �--./ ; . / / ` BOTTOM:55.0 2 119,220 S: 2.73 A s \ 5-4.76' ® ,p R M.H.4 ' E-1.82' T.F. 67.9 J --------------- O t0 . �\ '� O �2S o / �ry SOUTH WIN SOR LAND 6'S jti .CONSERI/ATION TRUST, INC SNET #J045 - E./.P. /LIGHT H. S23'18'06 "W e X. S. M. \ r ' X \ '`� E�' �l - - - _ T.F. = 59.12 �� , \ + dry' ' ` 15.00' \\ \ / \ \ \ `. \ % '\ ♦ ` ♦ S66 41 '54 "E U. 77' VET #2436 ` \ P. S.M.H.3 \ T.F.=67.71 \ (IV -------- N/IrCHARETTE; KEWN J & r 00 \ R S.M. H.1 , LAURI£ A. ' O / T.F. = 66.4 \ \ INV =53.08 / NOTE: STRONG ROAD, BETWEEN f \ \ l GORSKI DRIVE AND PROPOSED Ex Tx�o,t� i�wu o• _ I BAILEY CIRCLE JIY.9LL BE /a I + RECONSTRUCTED ONCE UTILITIES , \ ^O \ + ARE ,INSTALLED. EX. C-CB W 218 \ \ ' ♦ ,' T.F.=65.30 EY 1 SNET #J046 i 1 8 \ 8yMARE Ng EX.S.M.�{ +' �\ SIN/TgRYWyLJGHT &RISERS 70B-MWO� so; T.F.=66.82 \ o \ `\ M N \ , O \ + IF ` ♦ ♦IF �_ IRON PIPE% \ ` \ *1 \\ \% 43 A§) WETL4NDS BU}'FEEf�\% / _ Jam_ - •'\ � \ ` \ \ \ \ _ N\ \ \ � C1 -66 _ N PROP. C-CB#4 <k0% _____-------� E.I.P. T.F.=66.70 ^� /'\` 6$- - - - - - \ INV. (15") -6.0.'15 - �ry^5 - / INV.�6=}`=60.90 + 0 = 24 4247" / R = 85.00' T = 18.62' i L = 36.66' PROP. C-CB#3 LEGEND T.F.=67.56 INV. =61.25 -1V23'18'06 "E 24.63' IRON PIPE S66 20'47"E 7. 78' 50' R. 0. W. IN FA VOR OF IRWIN A. & GERALDINE M. KNAFEL `�// �2 ' PROP. C-CB#2 '//�� T.F. = 6 7.0 O� INV.=63.25 i N� / W iV7W, fLORENCE /NV.-52.48 �0 /--_1��\ \ \ \�\ ROP. C-C6rO fir 1A`� \ ` � F.=68.40 °r EX. C-CB \ ` '�II�V.=6 .15 - / / \ T.F.=65.84 \ \ t 1�ON R-25' PROP. C70I \ 40 NZ N V. = 68J8 \ \ �� \ \ 40 0` 69 SNET #2204 \ \ 69.25 O BE RELOCA TED \ STREETLINE NOT ESTABL/SHED. �\ SIC 00/ \ \ STREETL/NE, AS DEP/CTED, /S TAKEN /�y�. 9.87 \ FROM MAP REFERENCE #1 AND /S � \ NOTES.' ASSUMED. 1. ALL MONUMENTA TION 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 6/11 & 811198, AND FIELD L OOA TE'n RY n�c/l A/ D/7n��CC//lA/A/ C /A//- L[/ I- I L/L ✓/V/V / 1 %V/ L✓✓/V/V/7L✓, //VII. 5. CROSS- IRA VEL EA SEMEN T IN FA VOR OF PARCEL A TO PRO VIDE MEANS OF INGRESS & EGRESS. 6. STRONG ROAD STREET LINE TO BE ESTABLISHED BY MONUMENTATION (DEPICTED) AND QUIT CLAIM DEED IN FA VOR OF THE TOWN OF SOUTH WINDSOR. 7. UTILITIES (ELECTRIC, TELEPHONE, CABLE AND GAS) NOT DEPICTED DUE TO THE FACT THAT INDIVIDUAL UTILITY COMPANIES HAVE NOT DISCLOSED POTENTIAL LOCATIONS. AAAP PF�` /7` K/OEC• I. MAP FOR JUDSON 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, PALMBERT & RUSSO. 3. ESTATE OF HERBERT H. HOSKINS MAIN STREET, SOUTH WINDSOR, CONN. SCALE 7`--40',- MAY, 1990, JOHN ✓. 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. 7 7-5-02 REV PER TOWN COMMENTS MHA 6 6-14-02 REV. PER TOWN COMMENTS KM/ o li x I,, W m � v 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 5 5-22-02 REV. PER TOWN COMMENTS KMI 4 1-8-99 ADD IWA/CC APPROVAL LETTER KMI 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 3 12-9-98 ADD HOUSE LOT/TOWN COMMENTS/RELOC. OUTFALL KMI 2 11-17-98 REV. PER TOWN COMMENTS KMI CONSTRUCTION. t 10/29/98 REV. PER TOWN COMMENTS KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 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. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET 1 inch = 40 ft. 0 IRON PIN TO BE SET El MONUMENT TO BE SET _ 520 _ EXISTING CONTOUR 52o PROPOSED CONTOUR x 28-/•S NKUl- U,jtU SPOT GRAUE �.J PROPOSED TREELINE - F - PROPOSED FOUNDATION DRAIN - S- PROPOSED SANITARY LATERAL -W- PROPOSED WATER SERVICE x 287.3 EXISTING SPOT GRADE PROPOSED BIT. CURB PROPOSED EDGE PAVEMENT (NO CURB) / O \ P. S. M. H.2 � \ T.F. = 69.2 \\ \ \ INV =53.95 SNET #J047 \ \ \\\� \ --WIRISERS \ \\ \ \ SNET #5187 EX. C-CB\ \ W/RISER T.F.=70.80 FX I/YDRAIVT j \ EX. C-'t--B \ \ T.F. = 70.40 \ NOTE.- - ---- --� - - 1. ALL UNITS SHALL HAVE BACK WATER VALVES 7 INSTALLED /N FOUNDATION DRAIN OUTLET PIPES, AND ARE TO BE PLACED IN ACCORDANCE WITH THE BUILDING CODE. 860.291.8755 sign Iple 11 ofessionals, inc. !! Civil Engineers • Planners - Surveyors • CIS 155 south satellite road • south windsor • connecticut 06074 TOPOGRAPHIC MAP DESIGN. • KM/ I DRAWN.• KMI I CHECKED. RJA JOB No.: 98-1123 IDATE: October 7, 1998 DRAWING NO.: 1123 \ 1123-6-7. dwq RESURVEY/PROPERTY SURVEY PREPARED FOR: B & M .ENTERPRISES STRONG ROAD SOUTH WINDSOR CONNECTICUT SNET #3048 E ® 7 SHEET 111 13 /7- RIP-RAP CHANNEL �,�' r\\ `\ `\\ , INV.=55.0 TOE DRAIN loe 1 ,' \ ' LEVEL SPREADER 99gs� "� \ ` , ` ♦ ` \ _ / 10, PROP. ENDWALL '1_� , 5 + /'�oo,Q\ -_-- J /,�/,, �1 `1,`t `\\`\`\`\\ `�•� INV.=54.75 TOE DRAIN , , r I r , ` \` 1 ` / \.' ,' ,' ` `� `. \ ✓ / INV.=53.0 t ' 7x d' ; / t i ' �� `. ,' ' �� . \ ` \ �. �. \ ' Nof Jr 1 I EN �` TOE DRAIN . \ \ \ ` P ` DTI N\ �•� I - - - - - --- DETENTION N /� 6 t \ - - ` ` \ \ ^� \ \ ` `EA9S�! OUTLET O ` ` �\ SOUTH WINDSOR LAND / \ ry WE AN05 �FiiEl� r '� P P. 18" F.E. , ` S=0.5% - , . , , \. `. `` • •\ \ CONSERYAAON TRUST, INC.- 7 ! X .0 r T.F.-5$.25 ( / / / k s' WIDE N \ ��\ `� TOE RAIN \ \ , , CHANNEL , INV = 5 .5 \ \``�N \�. = 5 4 Q . - / 4„ STONE P.M.H.' ` \ /� `♦ \♦ ` ` \ ` r Y� . ` \ \ \ \ tNV -53:0 LEVEL SPRE,�DER X55.5 ' T.F.=61��0 `� INV=54.25 \ PROR. E\ND�NA%L I � ,/ ? \WV.(5)=57.80 \ __,,..�, y�lV'.\ 3.7� INV.= N ,�, IN =58.55 ,5 NE- r \\ t DE T/ON \ / N� \ , \ ` \ ` �, \ X65. � 54.75 POND SOUTH WINDSOR LAND \ \ ♦ ` '` can / i \ l FER \.,� , \ CONSERVATION TRUST, INC,. �, , - - - ` �� s \ 3s, , 4 / _ _ N \ ` TOE DRAIN + ` `� ` `♦ �♦ \ \ - . r R h k 53 ` -- \ ` ` • / , PLliNG'E"POOL,F \ / S=1.0% i `� ,�8 - ; INV.=58.0 0 13 \ o o ❑ le __ _; _ _ _ _-_- \ ` � \ , ♦ \ _ 1 / � °' WE7LANDS� qUFFER INV-.-55.0 kv' 12 X o.5 �'�'� 0 ��6 \ ' - ♦ ` t, / ,, � �y� 15 �y of '�, � \ Q? �S9 14 O % `ems 5� N \ \ t \ 1 1 I 11 , I / / Cp �• ?S O ' 0 BS 2' WIDE TOE DRAlj\I -*6,�CHANNELS \ , E.I. t \ .1 // �/ �� , i , �;' , r' © �s9? O INV.=53.0 16 4„STONE / V X5 I' 6S \ ' •' •' /' ' �/ " , '' ,' 'r ,! /' ! PROP. C-CB#9 ,,y ` \\ ;� `t ` '� ` i ,' ' LEGEND ,s ♦ pp. \ ' ' _ ' O J ^`� r W/SED. STRUCTU E `ems \ \ ` , I / 9 PROP. 1 E. I t , I / 2�3pa r ' , ,' ,' / .', - - .' ,/ / /�'�� /4� ! ��• .=6 9.5 S\ ' r ,l t �s ` ' + ® IRON PIN TO BE SET INV.=57. TOE DRAIN I , ------------ / `' J r '' S=1.0% MONUMENT TO BE SET 520 _ EXISTING CONTOUR qo PROP. CL-CB#8 INV.=54.1 ' / , ,.,- _ , INV.=58.0 r /v s,� ` ' a ' I / ,' S2o PROPOSED CONTOUR , / O `� T.F.=63.44 �; , . /J - _ 11 , �J 131� S INV.=60.25 y`�S9 �. �/ / /+ r �, / , _ �, A & • S • 17 o / \ ' / , \ X 287.3 PROPOSED SPOT GRADE ''' '� 1O / P.S.M.H.I �'0 1 /T ^� O PROPOSED TREELINE � INV.=58.25 '� O \_ / � , � � � � Sp 1 , / , J/ 77 // `' - s - PROPOSED SAN TARYOLATDER IN / /; / // W- PROPOSED WATER SERVICE 40 z 4. a 1 T.F.=63.67 s O' 287.3 EXISTING SPOT GRADE INV.=57.47 OFT ?3GPOOK, / , I t PROPOSED BIT. CURB I 0 0 0' r o t t\ \ / r I cb /�• �,h I T.F.=64.07 /y �Q. /o / t t ` ' f , �' J• W INV =57.85 397, 084 S. F.- 18 PROPOSED EDGE PAVEMENT I , k 9 �\ 9.11 AC. (NO CURB) CO 01 Al O J� ,'- ` _ _ _ - - � \♦ `\\` `� / ` ` ` ` \ / 't , \ Y N >>> ^ /� X6 .5 0 _ sus / � �- ROP. C-C `''`� ,07 F. 3.70 ` r O INV.=60.2 O• , t ` \ ` , / \ `t \ co / T.F.=64.94 NIP\-�, .i� 6' DRYWE� ,h0 c, /NV.=56.98 `\ 2 '� �� , ` t` /�//�/ / '`\\ • \ \` \\\ \�� _ ' t ,' t� 1 SUNDERL4ND •^� h ONSR VA ON'E�1'S�M��T - ' - ` ' ' ' �- N V. = 58 25 , 2 O / Al. ' \ EDWARD T. III �/ - - ' / ' / \ / IN GDR �OF, / , � - - - f ` \ 119,220 S.F. SO TH P I;VD I ;'_ _ - TTOM: 54.7�5' �5 O �. cuR �0 2.73 AC ` \ ` / vp58 �. w/a PROP. C-CB 6 ' / ` ' %�\ ` / r / - - _ c 16 OAK / \ 1N # , \ \ \ CONSER l/ 'All 7' U3T , E" ' - ' ' , '. F 0 / ,� , \ '1 �I,L� =NE » ` W�W/RE �� D� •%�i W/SED. STRUCTUR ', \ t /' � \ `\ � \` `` �♦ ` r ,\ \ fit 12 OAI� t 4 \ 66 F 63.60 \ \ \ \ f W/W/RE \\ ` \ _ PR B#1 %^ pp INV.(15")=59.08 \; \ r r r,, I /�"' �� \ TO 6 DRYW 5 A INV.(6")=59.83 ' `\ �,' ./ `\\`. \ �`. �� \` ♦`\\�_ ``- `\`` \` it , t I J p- =58.25 15" ADs :54.75 \ ° N'12 p !e X68.5o / ' ` \ �♦ `� , , / t t IRON PIPE ` . \ • ` \ t I / ' ' , ` 1t PROP. CL-CB# h 7 T.F.=63.573 INV.=58.8 '' t I \I + N F z � � S�l�Sp `sp `� �• O \ '� `. '` � `\ .\\ � / r/ �' t WE SOUTH WINDSOR LAND TLANDS BOrTE n I � ; cONSERVA av rnusr, INC \ 6.3 \ s., 9 \� A/ NOTES. 5 h w S ♦ � / � ♦ \ � \ � \ � \ 1. ALL MONUMENTA TION FOUND OR SET /S DEPICTED HEREON. 0' O\ X68,50 // \ �► `� `� \ ` ` `� \ ` ` ! 1; 1 0 �h 2. HORIZONTAL DATUM BASED ON NA 27. o PROP C-CB#5 ib (o a \ ' ❑ ♦ I I \ \ I ��ry� 3. 50' ROW IN FAVOR OF lRWIN A. KNAFEL AND GERALD/NE M. KNAFEL AS PER V.115 PG. 282. /,• �0 \�"� � W/S STRUCTUR `� \ ♦� `� I , ` \ ` I I \ \ I I 4. WETLANDS FLAGGING DETERMINED BY REMA ECOLOGICAL SERVICES, L.L.C., ON 6 11 & 811198, ~2 7 ` T.F. 65.70 `' \ ` `�\\``�♦ ` \\ , \ t , f/ S M. H. 6g.. O �` 4/ / ` ♦ ` ♦ ` ` t , AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. / h�5 F.=64.8 Sq S� INV. (15 )=59.45 SO' �` _ �/ I I h %' \ �• -- - -- 5. CROSS- TRAVEL EASEMENT /N FAVOR OF PARCEL A TO PRO MEANS OF INGRESS &EGRESS. �� l =56.34 qRY \ I N V. (6") = 6 0.2 \ ` N ` - - ^ - - _ _ _ _ �-d� ♦ \ \�� `\ \ ` \ / t ' 't 't I '` t`\ ♦ B:' STRONG ROAD STREET LINE TO BE ESTABLISHED BY MONUMENTATION (DEPICTED) AND OU/T CLAIM \`� DEED-lN_F_A VOR OF THE TOWN OF SOUTH WINDSOR. / T -F o o s/oF�q ` N HUNT - ,<v . � 108" CLAY RT G. &- ------ A/e � / Q6 \ / ^ CHAMBERLAIN 8� `\\� DRYWEL�1 `� - - - -- _` T 't , �G _ 6's / \ MAP REFERENCES. rp>� \ \ - - _ _ - - \ T.F. = 61.5 6'9 P F. - 6G. 5 1� x \ \ _ ` y INV.=55. /, /NV(8') ` 5.67 o� Ory & 1. MAP FOR ✓UDSON A. & KATHLEEN B. BANCROFT T STATE OF BEN✓AMIN L. BANCROFT \� \ \ \ - - _ , - ♦ `\ / BOTTOM: 3 > o /NV.(6" 155.83 `` sy� PROP. C-CB#4 �0. /^� - - - - - - E.I.P. MAIN STREET -STRONG ROAD, SOUTH WINOSOR, SCALE 1 - 0; AY 1972; SHEETS >, 2, & 3 OF 3, \ _ \ \ \ `\ / O b �, Q T.F.=66.70 _ _ "al'�- - - -6$` ` ' - - - - - ` ` ♦t PREPARED BY WILLIAM J. CARRINGTON, REG. L.S. � INV. 15" =6D.'I 2. SUBDIVISION PLAN - PROPERTY OF ANDRE L. CHARBONNEAU, ARC LE AND EMIL L. �' "'�\� ` ` ` - - - _ \ \ ` ` \ \ ' 1 O ' �� 6'. ( > " _ _ _ - - - - \ P CL- B 11 �'. �6 Q INV.�6) 60.90 + DOWNEY -SOUTH WINDSOR, CONNECT/CUT, SCALE 1 "=60: DATED ✓AN. PALMBERT & SO., _ _ � ` . - `I ` ♦ \ \ `\ `\ �\ ' �\ 6, YW # 9 ' (� y NOTE. 1 3. ESTATE OF HERBERT H. HOSKINS MAIN STREET, SOUTH WINDSOR, CONN.`S `lam"=4�'' \ �� \` \ `� \ \ ` \ t D /OWN OF ' h S. 5 -� 1. ALL UNITS SHALL H',,4VE BACK WATER VALVES MA Y,1990, ✓OHN J.CONNOLL Y, ✓R. L. S. - - _ _ _ _ _ ' - _ ' \ `l , (12D °j T.F. = 9 i �� INSTALLED IN FOUNDA TION DRAIN OUTLET PIPES, 4. REVISED MAP FROM MAP SHOWING SOME PROPERTY OF BEN✓AMIN L. BANCROFT IN FHE I N V 55.5 h - Nr / / T - - - - - / BOTTOM: 55.0 \ ,�� /NV.-5 . - AND ARE TO BE PLACED IN ACCORDANCE WITH SOUTH WINDSOR, HARTFORD COUNTY, CONN. BY EVERETT 0. GARDNER, APR/L 7958. SCALE 1=46, - - - - _ / _ _ _ - - ,' / / / `7�6 THE BUILDING CODE. SEPT. 1961; CLASS A-2 BY H.F. ROSENBERGER L. 725. 7 7-5-02 R61� lJER ToWN-CBMMEI✓z5 _ _ _ , MHA x 0� a (0 �(.n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 6 6-14-02 REV. PER TOWN COMMENTS KM/ REVISIONS - / I ., / THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. GRAPHIC SCALE 40 0 20 40 80 860.291 • 8755 ■ esign2. 1�UO POCQ�1PC;l�C�11�1P 5 5-22-02 REV. PER TOWN COMMENTS KMI 4 1-8-99 ADD IWA/CC APPROVAL LETTER KMI 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. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.t�SSIO�'121IS 12882 RICHARD P. MARTEL LIC. No. &rof i inc. Civil Engineers •Planners •Surveyors CIS 165 south satellite road •south Windsor Connecticut 06074 3 12-9-98 ADD HOUSE LOT/TOWN COMMENTS/RELOC. OUTFALL KMI ( IN FEET) 1 inch = 40 ft. DESIGN. KMI DRAW ;KMI CHECKED: R,1A 2 11-17-98 REV. PER TOWN COMMENTS KMI 1 10/29/98 REV. PER TOWN COMMENTS KMI JOB NO.: 98-1123 DATE.• October 7, 1998 NO. DATE DESCRIPTION BY I DRAWING NO.: 1123�1123-6-7.dwq RESURVEY/PROPERTY SURVEY PREPARED FOR: B & M ENTERPRISES STRONG ROAD -101t III �1\10)��»1': li O b♦ ECTRIC\1J !i SHEET 17 1/ SUNDERLAND, EDWARD r N ! , , / / / r ! , r t , I / 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 -/ F. / \ 6 \ 119,220 a JJJ / W �.' ` /' ' ► \ O I /' \` 2.73 AC. 66 ! l + TEST PIT DATA: SOILS SAMPLED BY DESIGN PROFESSIONALS, INC. AUGUST 18, 19913 TEST PIT 092 TO 7.5' \ \ N ` `\ ` / `\ \ \ ` `. \ I ! / / ► ► 0 - 8" LEAFY DARK BROWN TOPSOIL W/ROOTS \ \ O \ ` \ ♦ 1 / / / 1 \ 1 8 - 48" TAN SANDY LOAM \ \ \ ._ _ IRON 'PIPE", ` ♦ \ 1 , / / 1 ► ` \ 1 ► \ III 48 - 90" BROWN SILTY SAND \ TEST P1 F ,#3 TO 8. 5' \ � � � \ \ ` A'AO,o ' t ► 1 ' I t I 0 - 16" TOPSOIL W/TH ROOTS \ TO /yp \ ' \ \ ` \► ►► 11 `\ / ' /' / /' f 1► / ', ► t' V 16 - 54" TAN SANDY LOAM NI54 - 102" TAN SILTY SAND \ SNE77-ANDS BUSTER SOUTH iNNOSOR LAND ♦ I ♦ 1 i %/ I / TEST PIT 4 TO 8' CONSERVA 77ON (RUST, /Na \ ♦ ` ■ l \' ` ` • ` • \ • \ \ \ \ \ \ 0 - 8" DARK BROWN TOPSOIL W/ ROOTS � \ ♦ \ ` � � ` \ \ \ \ \ \ \ \ 1 I IV, 8- 34 " TAN SAND \ , TEMPORARY 34 - 54" GRAY SILTY SAND (COARSE) mpsnii l ■ 54 - YO " TAN 51L TY SAND it / 96" CLA Y ` , / \ ` \ ` + i ► I \\ ► \ 1 , I 1 \ I I I ItTEST PIT 6 TO 9' `� \ ` 11 1► 1 �` I ►1 / 10 - 54" TAN SANDY LOAM 0- 10- LEAFY TOPSOIL ROOTS / / 5 `\ ` �� % . ' �` \ ` O/C', O=4c' / `� ,' \` �\ \\\ \1 ` t it ! ► yyy t tllt,\ 54-108" TAN SAND (VERY F/NE/DRY) \ \ �I ♦ ^/ /v-^---_____,-- �C----- `\\�"\\ ` ` !�►•� I / ► ' ► t I 1 \ \ \ TEST P7r-® 108" CLAY N/�'HUNT, 6 \\ o ` 1\ ►\ \, \ \ \ ,f, \ \1 / / \ ` � �� 6fi' ^ . `, \`\\ ` \\ \`\\ \ \ 11 t1 ►► 0 - 10" TO 7' ROBERT a � '�E.RK 8ffOWN 70PFOIL' /7P7tlTS-- CHAMBERLAIN / O I !� - \ `\\ \`�`\\\\ 1 1► ► 1 Sfl%VD ' • \ 1 1 1 84� TAN SILTY SAND - 6 1 ► ► V \ / ` ` ♦ 1 `NOTE �V9 SEDGE �QUND %14 �Y TEST PITS / ,S \ 4 \ \ ` -NQ GR04IND`WATfR- F-0((ND' NV- AN�TEST PITS 444 tf ` 1 \%\ ,�f0%TL*A FOUNd AT CLAY fN TEST P/#4�" IL 4AT THE CLAY - 8) F \ THL t- C43ION AND 02'7A ZOR TE3'1''1;fT4' W1 & #5 DD-WQZAPPEAR / TP 2 •\ � BECAUSEY�l�'W�R� �VE %EF IGAGA bA�E9. - " - - - - - e \ \ / \ 6 4 4 NATIVE BACK FILL ` N % E.I.P. /` ` _ r - - -\� \ \ t - �y \ ` \ \ \ \ \t ► 0 r 69 /, ' 3/8" STONE 1 \ % MIRAFI 70OX Ile, , / / 7EMPORARY + ' / OR APPROVED TOPSOIL \ 5 ,! / EQUAL STOCKPILE \ `\ �6g \ 30„ % 4" P.V.C. PERFORATED PIPE W 6 \ HOLES DOWN 9 „ �.. � , . ' � / E. /. P. • 5 ' 0 PEA K(100 YR)=1.2 cfs PEAK ELEV. =57.98 F. E• NV.=�'• EX. S. (2) BERMS TO CHANNEL FLOW; APPROX. 6' WIDE I' HIGH DET. BASIN OUTLET /NV.=55.0 PL UN POOL E NORTH-WEST DETENTION POND VERTICAL: Ill = 4' HORIZONTAL: 1 " = 40' 7Y10 pi T POOL ,' � E. 1. P. � ' \ ► E-1.54' ` \ 4 TOE DRAIN / \ ` NOT TO SCALE LEGEND --------- ---'�� \ N / ' ~ l SOU7H WINDSOR LAND ,CM-WRVA 770M TRUST /Nr E. /. P. E.I.P. i �� ' ` - `/- ♦` M. H. 9. 12 / \ �'-------- N/ECHARETM,, KEWN J & \ � ' LAUR/E A. � l EX. C-CB TF.=65.30 EX. S. TF-66. 2 /' / / NIP' WN7W, fZ0R0VCE " INV. =52.48 �0 \` \ , " A \ \J\ PROP. ANA ACK/NG APRON \ g $ EX. C CB \ \ A g8 08 $8 T.F. _ . 84 \ \ /�, 61-2" ST E OVER F/L TER FABRIC\ \ O IRON PIN TO BE SET MONUMENT TO BE SET _ .529 - EXISTING CONTOUR -=- PROPOSED CONTOUR .287.3 PROPOSED SPOT GRADE RIPRAP CHANNEL TYPICAL CROSS—SECTION NOT TO SCALE 1. 18" LOOSE ROCK RIPRAP SHALL CONFORM WITH MA TER/AL SPEC/F/CAT/ON 523 AND SHALL BE GRADED AS FOLLOWS.• NOTE, RIPRAP GRADAT/ON IS SIMILAR TO STATE OF CONN. D.O.T. STANDARD SPEC/FICA TONS FORM 814 SECTION M 12 02, DA TED 1988, FOR w I ERME D%A T t y%PRAI, . ALL RIPRAP SHALL BE ANGULAR (BLASTED) ROCK SIZE q PASS/NG (BY WEIGHT) APPROX. WT. OF INDIV. ROCKS 18" 100 540 LBS. >5" 50-70 310 LBS. 10" 0-50 90 LBS. 8" 0-40 47 LBS. 5" 0-20 12 LBS. 3" 0-10 N/A <2" 0-5 N/A -•F— PROPOSED FOUNDATION DRAIN -•s— PROPOSED SANITARY LATERAL -•w— PROPOSED WATER SERVICE n PROPOSED SILT FENCE ; PROPOSED HAY BALES ` �tg� gg $ g 8 m \\ \\♦�� _ �/ \\ 2. BEDDING SHALL CONFORM WITH MA TER/AL SPECIFICATION 521 AND SHALL BE GRADED AS FOLLOWS. 08285 o °�0 ga / ` NOTE, BEDDING GRADA T/ON IS SIMILAR TO STA TE OF CONN. D. 0. T. STANDARD SPEC/F/CA TONS FORM 814, °�8 08 \� \ \ SECTION M.O5.01, DATED 1988, FOR P 'ROCESSED AGGREGATE gggo 'ga gig LTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF STREETLINE NOT ESTABL 0.5 TO 0.1 SEC` AND AOS OF °$ 8 rTO AND SHALL MEET AASHTO MEET M28 M288-96. STREETLINE, AS DEPICTED, /S TAKEN \\ FROM MAP REFERENCE #1 AND /S \ ASSUMED \ r PLAN 6REGATE BASE CT DOT M.05.01 SECTI❑N A -A \ \ EXISTING GRADE \\ \® ♦\\'\ -` MATERIAL - - - - ` NOTE, THIS IS A MINIMUM SIZING OF RIP RAP AND SHALL BE IN ACCORDANCE WITH DOT OR NRCS METHOD PIPE ST7E A u r n F F H JWT RIP -RAP IN TONS 15' 10, 7' 1 1/2' 1' 1' 4 1/2' 1 1/2' 3' 6 18' 12' 8' 2' 1' 1' 5' 2' 4' 8 21' 13' 9' 2 1/2' 1 112' 1' 7' 2 1/2' 4 1/2' 12 24' 17' 10, 2 112' 1 1/2' 1' 8' 2 1/2' 5 1/2' 15 30' 20' 13' 3' 2' 2' 9' 3' 6' 22 36' 22' 16' 3 1/2' 2' 1 2' 1 9 1/2' 3 112' 7' 33 ENERGY DISSIPATER NOT TO SCALE x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS iv w LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 5-22-02 REV. PER TOWN COMMENTS KMI $ " (A INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE 4 1-8-99 ADD IWA/CC APPROVAL LETTER KMI J 0 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 0 20 40 80 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12-9-98 ADD HOUSE LOT/TOWN COMMENTS/RELOC. OUTFALL KMI BY A LICENSED LAND SURVEYOR PRIOR TO 2 11-17-98 REV. PER TOWN COMMENTS KMI CONSTRUCTION. ( IN FEET ) 1 10/29/98 REV. PER TOWN COMMENTS KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 inch = 40 ft. IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 860.291.8755 esign rofessionals, inc. !! Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 S/EVE SIZE q PASSING (BY WEIGHT) \ 2 1/4 100 2 95-100 4 50-75 1/4 25-45 ,#40 5-20 #100 \ 2-12 0-5 T.F.=70.80 \ \, \ EX. HYDRANT O EX. C�B \ T.F.=70.40 \ ?� 7 \ EROSION CONTROL PLAN DESIGN. KM/ I DRAWN.KMl I CHECKED: R✓A ✓og No.: 98-1123 IDA TE: October 7, 1998 DRAWING NO.: 112J\ 1123-8-9.dwa RESURVEY/PROPERTY SURVEY PREPARED FOR: B & M ENTERPRISES STRONG ROAD SOUTH H vN U l SOR C®NNEC !S M YJ 7i E ® 7 On 13 / � ' , - / / r � ` `; � ` Z l...i!_.__ , '-"'.. �' � "- +-- '•' ter. +.- �`_`4 - \_ •- ^ - _ _ _ .. _ '" ' � _ -- .. - - - 49'_MAPLZ� ' _ \ ` ` -� - _ _ \ ` \ \ '` ' 6 ` J 75e RL \ \ WE AN, ; ♦ ` 1 ' ' •� ` , ` `� \ CONSERVA naV TRUST, INC . - \ ' I ' \\ ` \ , ' ` / X5517 .5 rr ♦ \ J \ - \ \ ` - t\ °\ ` , ` 1 — �' \ \ \ / NIF `�`, \ \ `\ t�`, i; \ ,� V) �\ X65 ` /Y�54.75 \\ ♦_\ - `5�. .I_ ` ----- \ \ , Otto irn rm LoPaLAC LAIVU ' \ ♦- ' �' 4 ` I V� - - - - - \ ` \ ` \ \ \ \ \\ CONSERVA710N TRUST, INC 62 — L...r /—.— —u7W ZAInQ R/ 1 _ w \ T6 ; @ X .5 61. '; `t o 15 14 �6 ,5 E. \ - X5 1 ' Q \ ' / + //,,, 11 , I r 40 o / E. / TEMPORARY TOPSOIL �_ �S o STOCKPILE `'BROOK i / 0 1 T P 4 , , I \ \ / r \ - LEGEND / 1 t / t 1 \�, , , / � , t `, ; `t t � I �• � Ly ' � ' � / t , 1 1 � t1 � � _ � O IRON PIN TO BE SET g ,` 1 8 `` 1 1 1 Iy ` ` \ \ 1 MONUMENT TO BE SET EXISTING CONTOUR / , t 1 I t . S ♦ / / \ , -4=- PROPOSED CONTOUR 1 , / / t , , i j r , / ' ` ♦ ` ` t ' tt .257.3 PROPOSED SPOT GRADE mwm PROPOSED FOUNDATION DRAI PROPOSED SANITARY LATERA PROPOSED WATER SERVICE I 1 1 r ' J ` \ \ \ \ ' / \ , ` \ `\ ' / ' t PROPOSED SILT FENCE t t \ , / \ \. - - J / 1 PROPOSED HAY BALES 20 SUNDERLAND _ ,/- EDWARD r, /// / ��.'.' // / ` ,' �\ 119,270 SF. tt `, loo" 273 AC. ill TEST PIT DATA: SOILS SAMPLED BY DESIGN PROFESSIONALS, INC. AUGUST 18, 1998 TEST PIT #2 TO 7.5' \ \ ♦ C, ' . ` ` ` \ , , / / _ 8 - 48" TAN SANDY LOAM N TOPSOIL W/ROOTS Ir \ \ ` " ` ` 7{ ••••• ..--" IRON PIPE'•. 48 - 90" BROWN SILTY SAND \` ♦ \ ` A � \ � ` ---------'-- " ` `� \ ` \ \` \ , t` `, • / // /' ,' /' \ `t TEST PIT #3TO8.5' \ \ �♦ %�� \ �♦ / �, `` `�\ I , / 1 t t t t 1 1 ` '' 0 - 16" TOPSOIL WITH ROOTS , ♦ \ \ lfi O�j \ \ o / 16 - 54" TAN SANDY LOAM NIP SOUTH WNDSOR LAND TEST PIT #4 TO 8' ♦ ` ♦ \ ' / , 54 - 102" TAN SlL TY SAND \ t ♦ `� ` / / K'E'TLANDS BUFF I? \ CONSERVATION TRUST. INC. ♦ I `\� \ ` \ / I I I I 1 I d I 0 - 8" DARK BROWN TOPSOIL W/ ROOTS 1' /1 I ' 8 - 34 " TAN SAND \ t i TEMPORARY I I I V I t; 34 _ 54 " GRAY SlL TY SAND (COARSE) \ / TOPSOIL 54 96 " TAN SILTY SAND 96" CLAY / \ \ STOCKPIL TEST PIT 6 TO 9' ' `\ 0 - 10" LEAFY TOPSOIL W/ROOTS / 10 - 54" TAN SANDY LOAM 54 - 108" TAN SAND (VERY FINE/DRY) - 9 108 " CLAY NIP NT, y \ , `� v -- ��\\��``�\ , TEST PlT #7-TO 7' ROBERT G. & \ _ — 0 - 10" 'DARK BR'6WR OPSOTC-Wj`ROOF3---- , 10 - �Zl " COP1I# SAND CHAMBERL4/N \ , ,' ` \ \; `\`; 84\ TAN SIL TY SAND ------ l \ 66 444 `NOTE.• 7V9 ZEDQE_-F(2UND "IM`,QLY TEST PITS / 7/ -NQ GRouA7p`QTEf�F-0Q( D-NV-.ANZTEST PITS \ ,RO77L�N0 FOUAID AT CLAq flV_TEST Ply#�t9ArLY�T THE CLAY - 8) F � 1 j '•� �\ THE C`TION ANb DA 7�4 FOR TE31`PIT&' ,J1_& #5 DD'IQ .APPEA`R• / T P 2 • 0 � \ BECAUSE-FII YY�R��VE�ER'-XGA+AA"TED.- � 6,9 4 4 NATIVE BACK FILL \ E. 1. P. I \``._ �.\ ` '\`y,-- ,,_ �\ •\ \ `\ ♦ t`- t 0 �j 17q RLA I 3/8„ STONE , 1 , t / ------ - - - -'' ___ �-._.�-' '' .' / I TEMPORARY \ 5 It / APPROVED TOPSOIL EQUAL \ \ - _ _ _ - _ _ _ _ • �' - ,' ' '' / / \ \ STOCKPILE \ `\ �bg ' 30" 1 4" P.V.C. O \ , PERFORATED PIPE _ _ / / - . , ♦\ 7-� \ HOLES DOWN •� . . .' / / E.I.P. ' •5 ' / S-4.76' ® r / \ r )'()- W. == 6 9 64 - �/ E.IP. \\ t ' - ' / 5-4.71' ra - 4" TOE DRAIN 7 7-5-02 REV. PER TOWN COMMENTS MHA ,' , ,' / / E-1.54' 62 / _ - ' ` - - _ _ / / /..' , , ' _ I , NOT TO SCALE 6 6-14-02 REV. PER TOMCOMMENIS KMI / ( " _ { x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 860.291.8755 ^ n RESURVEY/PROPERTY SURVEY PREPARED FOR: SHEET ro w LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 5-22-02 REV. PER TOWN COMMENTS KMI , �� /O� �oOM ((� /O� M j�l=lO� PLAN � /D\ M co (0 INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE es�gn 0 lJV `�J v LIV ll LI U O /111LIV B fiz M ENT.ERl'RISEI� ,,//�� '' n BE FIELD VERIFIED PRIOR TO CONSTRUCTION. a 1-8-99 ADD IWA/CC APPROVAL LETTER KMI 0 20 40 8t) 9 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 12-9-98 ADD HOUSE LOT/TOWN COMMENTS/RELOC. OUTFALL KMI &rofessionals 'r'� BY A LICENSED LAND SURVEYOR PRIOR TO , STRONG ROAD CONSTRUCTION. 2 11-17-98 REV. PER TOWN COMMENTS KMI � IN FEET 9 DESIGN: ORAWN.•KMl CHECKED: RJA `y' 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 10/29/98 REV. PER TOWN COMMENTS KMI 1 inch = 40 ft ! Civil Engineers • Planners • Surveyors - CIS JOB NO.: 98-1123 DATE October 7, >998 �Y �T�Y1�/ tt tty 13 IMPRESSION SEAL AND ORIGINAL SIGNATURE 1 Ei5 south satellite road south Windsor Connecticut 06074 DRAWING NO.: 1123 >123-8-9.dW SOUTH WUN DSOR C®a�a`7W �lt� T OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY ^O Q; • Z � EXISTING GRADE J J V) PROPOSED GRADE I. O; 1.0r 1, P. .H.1 "`-- .01`-- 1.0 P. S. M. H. I I - STA. 8+95.17 STA. T.F. 10+35.00 63.73 STA.11 +53.31 T.F. = 64.07 T.F. =63.67 /NV. =57.47 INV. 58.25 INV =57.85 134' 15" ADS N-12 0 0.5I-E 146 ^ 15" A S N-12 0 0 5q STA. 11+85 P. S.M.H.8 STA. 7+67 T.F. =63.70 INV. (15')=60.25 T.F. =64.94 INV.=56.98 " PVC 0 0.6q 146 �8" PVC 0 0 69, 124'^ 8» PVC 0 0.41 P. C. B.#9 STA. 10+35 STA. 9+ 10 T.F.=63.44 T.F. =63.30 /NV. 15' =59.5 INV. 15 =60.25 p M co (D (0 OD r t dt t t- n (D � N LO to 8+00 x � 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY < it V N w LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE o w L4 INFORMATION. ALL EXISTING UTILITIES SHOULD "(m 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. 9+00 10+00 ifi!"lel PROFILE - BAILEY CIRCLE 1r R 4w m1r. 6 6-14-02 REV. PER TOWN COMMENTS I KM/ 5 5-22-02 REV. PER TOWN COMMENTS KMI 4 1-8-99 ADD IWA/CC APPROVAL LETTER KMI 3 12-9-98 ADD HOUSE LOT/TOWN COMMENTS/RELOC. OUTFALL KMI 2 11-17-98 REV. PER TOWN COMMENTS KMI 1 10/29/98 REV. PER TOWN COMMENTS KMI NO. DATE DESCRIPTION BY 12+00 74 72 70 70 3' D >0 68 68 Q n - 66 66 Q Q Y 64P. SM.H.8 6 = STA.7+67 T.F. =64.94 6 fV.=56.98 62 n i 11 60 60 J " 158 58 56 56 a CA a 54 54 O O 52 52 0 Z w DATUM ELEV 50.00 HP=64.5 124 15 .. OS N_ 18" F.E. TO NW DET. POND INV.=57.5 P. C.B. 9 P.M.H. T.F.=63.30 INV. (15')=59.5 T.F.=60.60 INV. =57.8 CO P.M.H. TO 16-15" AD F.E. N-12 0 1.89' O m ry U PROFILE - CB9 TO NW DET. POND 3CAUTBW sr = 41 VMT. GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 70 68 66 64 62 60 58 56 54 52 860.291.8755 ■ esign rofessionals, inc. ■ ■ Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 PROFILE - CBS TO NE DET. POND Ir = 0 VMT. PLAWPRORLE DESIGN.• KMI I DRAWN.• MI I CHECKED: R✓A ✓og NO.: 98-1723 IDATE. October 7, 1998 DRAWING NO.: 1123I 1123-10-11. dwq LEGEND O IRON PIN TO BE SET MONUMENT TO BE SET _ -52Q _ EXISTING CONTOUR •-♦ 20 - PROPOSED CONTOUR x287.3 PROPOSED SPOT GRADE �rV PROPOSED TREEUNE -F- PROPOSED FOUNDATION DRAIN -s- PROPOSED SANITARY LATERAL -w- PROPOSED WATER SERVICE RESURVEY/PROPERTY SURVEY PREPARED FOR: B & M ENTERI'RISE5 3 T R 0 N%'r'' R®AD TO SHEET 13 24' 4' TOPSOIL SEED 4' TOPSOIL &SEED GRASS STRIP RESERVED FOR 77 HYDRANTS, POLES, ETC. 6' PROCESSED TRAPROCK BASE (COMPACTED) MEET GRADATION MD5.01-1 1-1/2' BITUMINIXIS CONCRETE CLASS 2 SURFACE COURSE (COMPACTED) OVER 6' MIN. BANK RUN GRAVEL SUBBASE 1-1/2' BITUMINOUS CONCRETE CLASS 1 OVER PREPARED SUBGRADE (COMPACTED) BINDER COURSE (COMPACTED) MEET GRADATION OF M2.06 GRADING ■ 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 ABOVE IS A MINIMUM AND SHALL BE MODIFIED AS SOIL CONDITIONS REQUIRED FINAL PAVEMENT SECTION SHALL BE SUBMITTED TO AND APPROVED BY TOWN ENGINEER. TYPICAL ROADWAY SECTION NOT TO SCALE 4' TOPS❑IL & SEED FINISH BIT. CON(. BIT. CONIC. BINDER - = ROAD BASE 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 } SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL 4 Min. 4" Mi �\L O Approved granular non -organic backfill material placed and compacted in one O, ' 12" .O 12" foot (max.) lifts. 0 Ca 0 O O': -o '. o. . :0. '0- Q Warning tape per Conn. General Statute section 16-345, as amended, placed 12" Q 0- a (min.) to 24" (max.) above the top of 'Q O ' the pipe. Bank Run Gravel fill _ .� . O. O . Sand Blanket placed and compacted in 6" layers. No stone . 0 larger than 1 1/2". ' 12" Material shall meet Pipe, as specified D.O.T. M.02.05 12" 1/2 O.D. 1/2 O.D. PIPE -+ 3/4" Broken Traprock PIPE 1/PIPED' 4 Q d d d 3/4" Crushed stone bedding material directed by 1/2 O.D. a Q a d d Q in rock excavation or as Q 4 4 Q a d 4 the engineer. The material shall meet D.O.T. M.01.01.21 for 3/4" d 4 :' 4 4 Q 4 d 6" Min. a Q 4 Q 4 stone. Backfill to centerline of Q Q a 4 Q Q 4 6" Min. 4 pipe when using Polyethylene or A.B.S. pipe. FILTER FABRIC 12 PI E 12 12 PI E 12 FILTER FABRIC TYPICAL SANITARY TRENCH SEWER SECTION TYPICAL STORM TRENCH DRAIN SECTION NOT TO SCALE NOT TO SCALE FINISH GRADE STANDARD M.H. FRAME AND COVER ADJUST TO GRADE WITH CONCRETE MANHOLE BLOCK FILTER FABRIC \ppo<oD p i ®® ® ®® aa� 1" BROKEN STONE 1_1 .I . / 11 ►� ►_1 04: 1010 ►� �_� �_� 101 1� ►� ►_� /_/ ISM DRAINAGE DRYWELL NOT TO SCALE it x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o I LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE w INFORMATION. ALL EXISTING UTILITIES SHOULD ID CO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. i-, 0 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. ® ® ® ® Storm Sewer Structure Flow \ Flow C Anchor with two 2"x2"x3' Stakes in each bale. Haybale Installation at Catch Basins 10 13/16' 8 5/16" FINISHED GRADE 5^ 1'-8 3/8" 5" N 4 13/16" 3'-1 3/4" 4 13/16" 3" MIN\ STANDARD PRECAST RICK LEVELERS 11 oo CONCRETE UNIT I 1 _ 8„ / o w z 12 2'-8 3/4" 2" o NLL 12 ore a 2" I zO �F vm R� � 7 5/8" W Z w 7 73/16" L2 W '�2 sF U °j > z -A 0 F 1 is W a = CLASS 'C' CONCRETE iv L OR PRECAST UNIT VARIES 4' MEET TOP OF CURB, OR EDGE OF 6' 6' PAVEMENT IF NO CURB EXISTS 1/4' 1' 3-1 MAX. RESIDEN MATCH 8' PROCESSED OR BANK RUN GRAVEL Pr OR M5,01,1. 5' CONC. SIDEWALK (8' CONC. AT DRIVES WITH 61X61X10/10 WIREMESH) NOT TO SCALE TYPICAL SIDEWALK DETAIL REVISIONS 4 5/22/02 REV. PER TOWN COMMENTS 3 1/8/99 REV. PER TOWN COMMENTS 2 12/9/98 REV. PER TOWN COMMENTS 1 10/29/98 REV. PER TOWN COMMENTS NO. DATE DESCRIPTION KMI KMI KMI KMI BY G 8. C0 I" - . 4'-4 1., CLASS 'C' CONCRETE OR PRECAST UNIT SECTION A -A SECTION B-B 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. NOTES: ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" TYPE 'C-L' CATCH BASIN PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS not to scale PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. PLAN VIEW CB GRA FILTER FABRIC I ` � -I FILTER SUBGRADE J FABRIC CB TOP NOTE: REMOVE CB GRATE:. PLACE FILTER FABRIC REPLACE GRATE TAKING CARE NOT 1'0 DAMAGE FILTER FABRIC ANCHOR W/STONE OR EARTH PILE. CATCH BASIN GRATE SEDIMENTATION CONTROL not to scale A I C d I 0 4'-4.. APPLICATION OF GRADE V-7 3/8'-" PVMT. CROSS -SLOPE ow m T- X Q: t0 z V) N tV F,(noi- L wzo � U N =W N~v z a z CLASS 'C' CONC.*5'-4' w 3OR PRECAST CONBLOCK 8" 3'-0" CLASS 'C' CON(0' ^-- 4'-4" SECTION B-B SECTION A -A TYPE 'C' CATCH BASIN 0" EARTH OR STONE ANCHOR PILE SUBGRADE z_ O U7 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. ADJUST TO GRADE WITH COURSES FRAME & COVER DETAIL DMIUM UM MIN (SEE NOTE 1) G .:1 4' &, 3, 4, -0. MANHOLE STEP d1 TYP. (SEE STANDARD DETAIL) p" SEE JOINT DETAIL_ (BELOW) 1',2',3', OR 4' RISER 4' SECTION AS REQUIRED -�`.•� BITUMASTIC FOR DETAILS, SEE DAMP PROOFING ELASTOMERIC COUPLING 4'-0' MIN. 4'-0" MIN, AND FLEXIBLE �TO JOINT TO JOINT MANHOLE SLEEVE d /4 PIPE I.D. CLASS 'A' CONCRETE OR BRICK MASONRY FLOW SELF-CLEANING INVERT 6" u• .• a, °• a 4' . 4. Ir 6' MIN, Fa ROKPN-'FRAPRIieK ELEVATION - f DEOREES- Ir COLD APPLIED NOTES 1. TOP STEP TO BE A MAXIMUM OF 12' ROUND RUBBER SEALER BELOW TOP OF MANHOLE FRAME & GASKET JOINT COVER ELEVATI❑N. 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION OF HS-20 LOAD BEARING ALTERNATE J❑INT CAPACITY SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL PRI❑R GASKET JOINT TO INSTALLATION. 3. SEE MISCELLANEOUS MANHOLE DETAILS SHEET, PRECAST REINFORCED CONCRETE MANHOLE NOT TO SCALE 1'-1 5/A3-5/8"- ul" - 4'-8 3/4" --{ BRICK LEVI r1 2-8 3 4 1 o lz� CO not to scale 9„ 15' HANDICAP MARKING DETAIL ANGLE POSTS 1. SET POSTS AND EXCAVATE A 6"x6" TRENCH 5' UPSLOPE POST UPSLOPE FROM POSTS. SILT FOR STABILITY FENCING AND SELF- CLEANING. 3. ATTACH FILTER FABRIC TO FILTER THE WOODEN POSTS AND EXTEND FABRIC IT INTO THE TRENCH EDGE OF PAVEMENT COMPACT BACKFILL 2. STAPLE THE SILT FENCING TO THE END OF THE POST 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL. CONSTRUCTION OF SYNTHETIC FILTER BARRIER NOTES: 1. Baffle construction to be of cast material with thru holes above outlet flowline, or mortared cement blocks with weep holes above outlet fiowline. 2. See standard details for catch basin frame & grate, manhole frame & cover, mist. manhole details, and typical trench section. 3. Aluminum steps shall be installed at 12" vertical intervals from 12" (max) below top of frame elevation to 12" (max) above inside bottom elevation at each access point. 4. Structure shall meet H-20 loading criteria. PLAN VIEW T TYPE "C" C B 4" I Beam (9.5#/ft) S D' FRAME AND COVER ADJUST TO GRADE WITH MAX STD. M.H. FRAME 2'-7 � f-- CURB LINE OF TWO COURSE OF BRICK AND COVER 10" MIN OD 2'-8 3/4" 1'-10" 2'-1 5/3" 2'-13/8" LIJ Lo O _T it 1" DIAM. BUTYL > SEAL ORBEQUIER = C� 3-5/8' HEIGHT OF BAFFLE _ALUM EVEN WITH CL OF wo STEP OUTLET PIPE r z - 3'-8" L 8'-0" 6 -0 I» 9'-01, {- 7'-0' SECTION A -A SECTION B-B SEDIMENTATION STRUCTURE not to scale ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED �P 6OF OF CURB EXPANSION JOINT AT BACK OF CURB AND A SIDEWALK EXCEED We GRASS GRASS ILL 3' MIN. BITUMINOUS CURB LINE 3'-4' MAX BITUMINOUSTYP FINISHED (BOTH SIDES) SURFACE SHALL BE TEXTURED AND NON -SLIP. DRAINAGE 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 APP10VED STANDARD DETAIL HANDICAP RAMP Mr. 1927 REVem PUBLIC NOM DIREcmR VI-7 HMDKYJPI NO 860.291.8755 DCC �QO�� B & M ENTERPRISES esign r o f e s s i o n a l s, inc. DESIGN.KV1 DRAWN.• KM/ CHECKED: RJA STRONG ROAD Civil Engineers • Planners • Surveyors • CIS JOB NO.: 98-1123 DATE.• October 7, 1998 165 south satellite road • south windsor • Connecticut 06074 DRAWING NO.: 112311123-DETA/LS.DWG®uth W111d5®tr Connecticut SHEET 1 2 13 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. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF CONNECTICUT D.O.T. "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM 814", OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI- SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 11. -VI -TIN- UTILITIES AS DEPICTED QN 11 I1Z- PLAN APE TAKEN . RO 4\/41LARLE INFQRAAATI ..." 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 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 10 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 IONS 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 RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SQ. 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 ::"TH ANCHORED HAY b" JLCH AT 2 TONS PER ACRE. nnnlnnrrr nq SECTION A -A FLOW STANDARD M.H. FRAME AND COVER ADJUST TO GRADE WITH MAX. OF FOUR COURSES OF CONC. BRICK 3'-0"D O w � o z 1 L PRECAST REINFORCED 16"TYP CONCRETE MANHOLE ECCENTRIC CONE w w 5 ALUM. J'- STEP REINFORCED CONCRETE MANHOLE SECTIONS WITH Of w "0 RING" JOINTS En O:� of 5" m 4'-0" DIA A REINFORCED CONCRETE o A MANHOLE BASE �-- FLOW 0 a 00 7° CONCRETE OR BRICK MORTAR INVERT 6" 3/4" CRUSHED STONE FOUNDATION SECTION B-B 14"X10" FORGED ALUMINUM SAFETY RUNG MANHOLE STEPS 16"O.C. TOP STEP TO BE 4" BELOW FRAME REINFORCED PRECAST CONCRETE MANHOLE not to scale O°Oi 0p °O OLE STORM ALTERNATE ID °❑ o jt3 ❑ 0 ❑❑ ❑❑ 0 ❑ °o❑o° 73.7 s• I ro I r 3 P r r al o �•� .-1/r xua rw�xa�s r iAr 2a�a ta/Y 3 c /� I I z� ��3,41 i t/P 3/1 1'•9 3 i OIA b9 IC t-0 C 3 ♦• C 1-15LO e a. SEC11ON B-B SECTION A -A CAST IRON FRAME CAST IRON COVER NOTE:: 1. THE LONER 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 SEVER MANHOLES SHALL BE EQUIPPED WITH VENT HOLE IN CENTER. NOT TO SCALE CAST IRON MANHOLE FRAME AND COVER OPERATIONS AND MAINTENANCE THE FOLLOWING IS AN OPERATIONS AND MAINTENANCE PROGRAM FOR THE TEMPORARY AND PERMANENT SEDIMENTATION AND STORMWATER SYSTEM CONTROLS. IT IS INTENDED AS AN OVERALL GUIDE. ABNORMAL CONDITIONS SUCH AS A LARGE PRECIPITATION EVENT OR EXTENDED RAIN OR WET SNOW CONDITION MAY REQUIRE MORE AGGRESSIVE MEASURES TO MAINTAIN THE SITE IN A STABLE CONDITION. TEMPORARY MEASURES: 1. SILT FENCING AND CATCH BASIN PROTECTION ARE TO BE INSPECTED ON A WEEKLY BASIS, AND AFTER AN INTENSE STORM OCCURRANCE. THE MEASURES ARE TO BE REPAIRED AND/OR REPLACED AS NEEDED. 2. THE ANTI -TRACKING 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. I'tKMANLN I IV1tAZ)UREs: 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 MFFTING 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 UTILITIES AT THIS TIME. 8. STRONG ROAD, BETWEEN GORSKI DRIVE AND PROPOSED BAILEY CIRCLE, SHALL BE RECONSTRUCTED. 9. ROUGH GRADING OF THE SITE IS TO 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: JANUARY 31, 1999 ANTICIPATED COMPLETION DATE: JANUARY 31, 2000 r TO 1Y EIEUL0 `GRADE SHED GRADE TYPICAL CLEANOUT I TRAPROCK NOT TO SCALE II II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 860.291 • 8755 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE �0 w INFORMATION. ALL EXISTING UTILITIES SHOULD 7/5/02 REV. PER TOWN COMMENTS MHA ■ 5/22/02 REV. PER TOWN COMMENTS KMI to� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. esign �w 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD &rof 1/8/99 REV. PER TOWN COMMENTS KMI BY A LICENSED LAND SURVEYOR PRIOR TO essionals, inc. NNO. 12/9/98 REV. PER TOWN COMMENTS KMI CONSTRUCTION. 10/29/98 REV. PER TOWN COMMENTS KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE i Civil Engineers • Planners • Surveyors ' CIS IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 16�5 south satellite road • south windsor • Connecticut 06074 DATE DESCRIPTION BY DIMENSIONS FOR ONE ENDWALL BASED ON S=D+2 S H L BATTER B FT & INS FT & INS FT & INS INS & FT FT & INS t V-5' 4'-9' 5'-6' 2 1/2' Y- 11 7/8 1'-8' 5'-0' 6'-6' 21/2' 2'-01/2' 2'-2' 5'-6' 8'-6' 21/2' 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' 1 3 2'-101/2' B L SIDE ELEVATI❑N 1/2' SMOOTH STEEL BARS 4'X8' OPENINGS SPOT WELD @ EACH JOINT DESIGN. KIWI I DRAWN: KM/ I CHECKED: RJA JOB No.: 98-1123 DATE: October 7, 1998 DRAWNG NO.: 112311123-DETAILS.DWG ENDWALL NOTES �5 � FRONT ELEVATI❑N EXPOSED EDGES SHALL BE BEVELED V REINFORCEMENT SHALL HAVE 3' COVER STRUCTURES SHALL BE PLACED ON EXISTING SUITABLE COMPACTED MATERIAL OR 12' GRAVEL BASE. NOT TO SCALE CONCRETE STANDARD ENDWALL AND ANCHOR BOLTED INT❑ FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS NORTH EAST BASIN AND ANCHOR BOLTED INT❑ FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS NORTH WEST BASIN 28, TOP Type "C-L' Top with Type "A" grate DETENTION BASIN OUTLET NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2, I ADDER RUNGS SHALL RF 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 SHEET B 6z M ENTERPRISES 1 3 STRONG ROAD 1 3 South Windsor coaamectici at r 411j Planting Notes 1. The contractor shall provide a minimum of W screened topsoil to all proposed lawn areas. 2. All areas disturbed by construction shall be seeded with seed mix (see 'Lawn Seeding" below). 3. There shalt be no substitutions of plant material without prior approval of the landscape architect. The landscape architect shall approve the place". nt of all plant material before installation. The contractor shaft give at least 48 hours notice to the landscape architect of the expected date of Installation. 4. Planting of trees and shrubs shall be as follows: Soil mix shall be carefully'worked around ball. Soak the soil mix below and around bottom of ball. When hole is half full of soil rnix, soak again. Pill hole completely with soil mix and soak again S. Soil preparation of perennial bads shall be as follows: ~ The contractor shalt remove twigs and mots, and stories over 2" in diameter and shalt incorporate composted manure to a depth of at least 12'. Bulb planting areas shall be treated with "Bulb Booster" (or equal) per manufacturer's lnstructions. Perennials and bulbs shall be mulched with 2" of finely shredded pine bark mulch. Meadow NUx A+te,.adow Seed Affix to be 4blew EnOmd .VAldflower +MW or approved trgtrat ava i * NeW EnSWaW WeBand P%W' Inc.,. SM. Main St., Amherst, MA 01002. f 4 t 3j ? 564752, ` pecies: Meador Few* PlUNAS La"r -leave Cons /puce ,y., i�e� Coop s e*ta tittle lluest t Andr""M 04*ius. IPaIti l e Pea Churwaalsta6mkulata Indian Grass Sorgtlasteum huts Roundhead Bush Clover Le_*desa: capit0 ai Wild Blue Lupine LupiniA peremis. .black-eyed Susan R+uldbeclda hirta Purple Comflawer E4Wt'j1'jQ .ptPT.0 . Canada Wldwrye Elymus ca Wensis Ox-eye Sunflower Heiiapsis hek"boides Canada Goldenrod Solid' canwvklr>;sis New England Aster Aster none-gt:gliae Blue Vervain Verbena eta Beard Tongue Penstamon digitalis Showy TIck•tretoll pescnodium rinaedmse Butterfly Ibillkweed Asclepias tubierom -Commort Militweed Asdegia.s syrixa . Grass -leaved Goldenrod Euftmta graminifoLa Zig-rag Aster Aster prenantWdes Bush Clover Lesp►edera bicolor Wild Bergamot Monarda fistub5a Symbol Botanical Name Plant List Common Name Size Quantify Comments AF Abies fraseri Fraser Fir 5'-6' ht. 42 B&B AIS Acer saccharum Sugar Maple 2"-2 112" cal. 8 B&B AC Amelanchier canadensis Shadblow 5'-6' ht. 10 B&B BP Betula popyrifera Paper Birch 1 1/2 =2" cal. 8 B&B,or single stem BW Buxus microphylla 'Winter Gem' 'Winter Gem' Korean Boxwood 12 "-15" spr. 46 cont. CAE Cornus albs elegantissima' Variegated Dogwood 2'-3' ht. 50 coat. CA Cotoneaster apiculato Cranberry Cotoneaster 15 "-18" spr. 36 cont. HV Hamomelis virginiano Common Witch Hazel 18"-24" spr. 12 cont. /V Ilex x verticillata Winterberry 18"-24" ht. 43 cont. Ilex x verticillato (male pollinator) Male Pollinator 18"-24" ht. 3 cont. MR Malus baccato Siberian Crabapple 1 1/2"-2" cal. 14 B&B MP Myrica pennsy/vanloo Northern Bayberry 18"-24" ht. 30 Cont P✓ Pieris japonica Japanese Andromeda 18"-24" spr. 51 Cont. PN Pinus nigra Austrian Pine 5'-6' ht. 24 Cont. OR Ouercus rubrum Northern Iced Oak 2"-2 11.2" cal. 14 Cont. SP Syringe potula 'Miss Kim' 'Miss Kim Lilac 18"-24" ht. 28 Cont. VC Viburnum car/esii Korean Spice Viburnum 18"-24" spr. 14 cont. VP Viburnum plicatum 'Shasta 'Shasta' Viburnum 18"-24" ht. 84 cont. i 1 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY (A LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE o i u INFORMATION. ALL EXISTING UTILITIES SHOULD w 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 11-17-98 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE ¢1XTUV,rc o {�B CrP.fl+OGd FORM to �p,rrib �C ri t-[ " OSfkr.+E-�1�..R•, 'S'`CP�- ¢I Gvi�OFl�, -I+SAO W 00 ft-AN .t-ktD r-tXTUfLE. r► A-10 Pope. C> �Ih1- SLh_A,CAr. �40TSNCr- rnvsr eE. Arty f w LT}k Site Lighting Foie 0-0 n,> 31: Ir IN5 L_Y S,4ke pva-t> Pt lei l' Vhrp_k, mv"H i71.61I` rglz. f C1' IQ _ t!ss _r)=r o IQ> �. T>eq—*4 M(x Oir K'oF; oI 1-r comp -e'- 9' 3tt Ttt-�G ��oit� I-+ Tree Planting '77`� 1 i 3' J l' R''sed seal Jti'�'e �YCsh�'"7GG�iov1 �� c.al�'. 4'` � 3f� ��.�+••:�.�.�}„�1 end vsy�;�a�� REVISIONS 4 PLANIMETRICS Landscape Architects • Development Consulting Planning S Zoning Consulting ADD NEW PLANT LIST MHA 136 y Rod Avon, CT 06001 DESCRIPTION BY Rww- (860) 677-5267 Fax: (860) 674-2693 Shrub -Planting �I%M. 4�J4As.t..#%�r t V*� ovy, --v . "IL. Laid,. p't#4A.+W.P mac t-,twt. 3" 15�A ?1E100 El P i 3J t_1 �'�iL 1�► M V l.� %� MIX OF - r0?50l !_r GDK4P¢S'T` d �k15T't1G tE.. Tree Guyin !" tp`tt+ta aft 'b r%*.W VIW.K s# ^4" gar 440, -to: I- , cootoT' wsr` w f-,"L Sc �' i _1 i • aL tit �1 r 70`' LANDSCAPE QETAILS DESIGN: RA I DRAWN.• MHA I CHECKED: RA ✓oB No.: 98-1123 1DA TE- 9-16— 98 DRAWING NO.: D.- \ AJOB \ 1123 \ 1123LP2. DWG PREPARED FOR: B & M ENTERPRISES STRONG ROAD SOUTH V'IIMSOR CONK `VtC TUC UT SHEET I,2 , Aj.Lin Cl 4-Luo , UU9 r";-tOLIA iL.UM CUD QR VIP \�L clo zwm 9a A4uX, 0 a r JOSEPH F MFUTT 6 CO. --r•:..ia.5e. irr t7—._V-. -Gmnir-tr!' Lr�,5T UNIT t%�:' ; 12►GNT UW 1T k,F(, I !_AFT UN 1T "B �` I R16P-� UN IT A„ r,k 1-7 ri rr�IA-Fink i L_ L. 1..., v I I ---j 1-EQ�r� ss Poor ,rg4a1r.1 s jb -i6 j 6 '� s Lu U El 11 LEFT SIDE ELEVATTOkJ -.-. P.,.,,ICrHT SIDE. ELLV4,,TiON Q'' Lr-FT UNIT " B�" , S�L�: {%Gjrl�• i �� p�� If 113,1•"b r_i � .CL �r�'' _ �.1lI �.l G.l...lr� KI GNT U tj IT " f3" 41-Um CLk-D- "#'iZn- l . Li: -!FT UKII T Cg� 4J'a,LP R-OAPD rir-rY-L 5 1i NG v 4j v .fo IAIA to o 0 t"� 0 �I c a 0 c >� r� ¢'' Q rpp!:;I Q)I �L �n s CZ 04 f t � o t (_.__.Zol 7 REV ISI.ON$ DRAWN BY: ,10,,... B 0.:._.r.�.A SHEET N0. Q D == ol