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03-83P_BERRY PATCH II SITE DEVELOPMENT PLAN-SPECIAL EXCEPTION_BUCKLAND ROAD & DEMING STREET
Prepared By: esign Porotessionals, inc. civil engineers • planners• surveyor lwnollscape wr viiii'vcta %9" CPv 165 South Satellite Road South Windsor, CT 06074 (960) 291-8755 FAX (860) 291-8757 ARCHITECT: ■ } ARCI L'1M P.C. 16 SPRING LANE ' FARMINGTON, CT 06032 PHONE: (860) 677-2801 ' (860) 676-0627 CONTACTS: CHARLES NYBERG OR CRAIG CHASSE' 0000 SITE DEVELOPMENT PLAN/SPECIAL EXCEPTION TK\ 1A rTr TN\T If =:N I TO TO T-M IT T((`--NTV7'1T A TN\T TM TD--) ff 7� A T r: ff T M C(:: 7D iu-j IL\�s il--j I \i LU-111 " 1,1�' Z::L h� �0� Lu-') Ll� AVIL IL I\i k��7 03, ji " Lc:� Ll:� L. LANDSCAPE ARCHITECT: RAYMOND JEFFERSONI LANDSCAPE ARCHITECP CHESTER ' CONNECTICUT PHONE: 860-526-8210 CONTACT: RAYMOND E. JEFFERSON s /ISM art � GkF db ,wrrax � Air dwommu am JWAN i ents`U AW Y w DESIGN PROFESSIONALS, INC. LOCATION PLAN N.T.s. T-51 Zji JN� S(DOU TLT WRNTD)SOO CnO I '�11415jrINN T?' (r=4"U � - - -,.W- ly 4r,--v V - 51--3 Zonln - Data Block ZONE: RESIDENCE AA ZONE (AA-30) do OD & FP USE: HOUSING FOR THE ELDERLY (SECTION 4.1.11 ITEM REQUIRED/ALLOWED PROPOSED/BERRY PATCH 11 APPROVED/BERRY PATCH I TOTALS Lot Area 2 acres min. 846,083 sq. ft. 610.439 s.f. - 1,138 s.f. 1,455,384 sq. ft. or 19.42 acres (2' • strip) = 609,301 s.f. 13.98ac. or 33.4 acres Unit Density 10 units x NBA * 94 units/9.96 ac. = 102 units/11.45 cc. = 196 units/21.41 ac= 9.4 Units/NBA 8.9 units/NBA 9.15 units/NBA Allowable units/provided 99 max./114.5 max. 94 units 102 units 196 units Lot Width 200 ft. 516.6 FT. 95.98 ft. & 61.78 ft. (157.76 ft. total) Lot Depth 200 ft. 1100t ft. 856.85 ft. Building Height 2 Stories/30 ft. 2 Stories/24 ft. 2 Stories/24 ft. Front Yard 50 ft. 367.75'/636.74' 458.18 ft. Rear Yard 10 ft. 78.09 ft. 78.09 ft. Side Yard 10 ft. 65.38 ft. 65.75 ft. Buffer ' 25 ft. 25 ft. 25 ft. Unit Size (1 bedroom) 460 sq. ft. 737 sq. ft. 737 sq. ft. Unit Size (2 bedroom) 570 sq. ft. 896 sq. ft. 896 sq. ft. Parking . 1 /4 units 24 sp. req./134 sp. prop. 26 sp. req./129 sp. prov. 263 spaces Impervious Coverage 40% max. 23.7 X 27.7% * NET BUILDABLE ACREAGE: (WETLANDS) 6.39 cc. + (EASEMENTS) Oac. + (FLOOD PLAIN) 2.12 cc. + (SLOPES >157.) 0.93 cc. = 9.44 cc. 19.4 ac.(TOTAL AREA) - 9.44 cc. = 9.96 cc. (NBA) 10 UNITS/ACRE X NET BUILDABLE ACREAGE 10 UNITS/ACRE X 9.96 N.B.A. = 99.6 units ollowed Y THESE DRAWINGS ARE THE PlROPERlY OP DLSI6N PROFESSIONAL-5., "INO., AND 14AVE BEEN PREPARED 9PEOIFIOALLY FOR THE 0YOMWAPKICART FOR THI6 PR0.ZOT. THEY ARE NOT TO 59 VSW FOR ANY OTHER FVWOW OR 5Y ANY OTHER PERSON OR FMOON5 NOR RC-PRO=1l 17 IN ANY MANNER KTHOUT THE EXPRESS WRITTEN PERMISSION OF DE516N PROFE-5-SIONALS, INC. THEM PLANS ARE INVALID UNLESS THEY BEAR THE OM61NAL 616NATURE AMID IMPRESSION SEAL OF THE PROFESSIONAL ENSINEER OR 6MVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUr AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED 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 FIELD SURV5.YVAY DISCL09E� ' TO THE BES'COF MY KNOWLE %AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. OWNER: THE METRO REALTY GROUP, LTD. 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 (860) 674-5640 OFFICE (860) 677-6919 FAX FRED S. KATTEN 115 BEVERLY ROAD WEST HARTFORD, CT 06119 (860) 232--7790 CALVARY CHURCH OF THE ASSEMBLIES OF GOD 400 BUCKLAND ROAD SOUTH WINDSOR, CT 06074 (860) 644-1102 51-17 APPLICANT: THE SOUTH WINDSOR HOUSING AUTHORITY 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06024 (860) 644-3082 OFFICE (860) 648-9486 FAX THE METRO REALTY GROUP, LTD. 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 (860) 674-5640 OFFICE (860) 677-6919 FAX 39 irrnp��.�e� ��AIVs TOWN AUTH, DATE: � � � -7 N%F ABUTTER UST MAP LOT 27 15 231 CENTRAL AVENUE EVERGREEN WALK, LLC WHITE PLAINS, NY 10606 38 1 395 SUCKLANO ROAD WOODCOCK, JOHN J. 2 400 BUCKLANP ROAD CALVARY CHURCH OF THE ASSEMBLIES 3 247 DEMING STREET GAGLIARDO, ANNA M. 4 301 DEMING STREET DZEN, NOLA C. 5 1:V4 ELLINGTON ROAD ASTICOU INVESTMENT UM17E0 15 PO BOX 708, S. WINDSOR. CT 06074 JORGENSEN, CHESTER & HAZEL 16 33 SELF DRIVE ALRANESE, VINCENT & ANTONINA C. 17 45 S£LF DRIVE BURNS, ROBERT A. & JOANN 2f 32 SELF DRIVE MAR01017, PAUL R. & VICTORIA A. M. 22 20 SELE DRIVE LARSON, KENNETH A. & BARBARA 39 1 312 DEMING S7REFT CARON, KIMBERLY A001LAND 2 324 DEMING STREET DAVIN, ROBERT L. & LUCILLE M, 5 55 FELT ROAD SULLIVAN, DENNIS J. //I & JOAN M. 6 82 FELT ROAD BURRILL, ELIZABETH C. 39 37 RIDGE ROAD EVERETT, DAWN A. 44 3.53 DEMING STREET JOHNSON, BARBARA A. 45 315 DEMING STREET GREANEY, EDMOND M. 46 312 DES:I,VG STREET CARON, DAVID A. 50 82 FELT ROAD BURRILL, EUZABEIN C. 51 82 FELT ROAD BURRILL, ELIZABETH C. 52 82 FELT ROAO BURRILL, ELIZABETH C. 53 25 GRANDVIEW TERRACE BASSOS, GREGORY & MICHELLE 54 35 GRANDVIEW TERRACE O'CONNOR, KAREN A. & EDWARD J. 55 39 GRANDVIEW TERRACE TORRANI, ROBERT & PENELOPE P. (SUR) 56 40 GRANDVIEW TERRACE DU, HONG & FOWLER, STEVEN 57 36 GRANDVIEW TERRACE FOGEL, ROBERT & CATHERINF 58 28 GRANDVIEW 7ERRACE PLEN, WILUAM J. & COSY,-, 01ARA 62 35 SUMMIT DRIVE BIANCARDl, STEPHEN R. & DONNA A. 63 45 SUMMIT DRIVE BENETTIERI, HUGO T. & CATHLEEN B. 64 65 SUMMIT DRIVE SUPPICICH, MICHAEL 4 & KRISTINA G. 65 48 SUMMIT ORlV£ CHO/, . DUK K. & KYUNG J. 66 36 SUMMIT DRIVE BL£ZARD, MICHAEL R. & MICHELLE K. 5f 8 1744 ELUIYGTON ROAD KELLEY, RICHARD S. 9 208 SOUTH AKARD SOUTHERN NEW ENGLAND TELEPHONE NEW HAVEN, CT 10 WEST HART O drR ET PEN 7 S SAMSEL PROPERTIES PARTNERSHIP f f 97 BOX MOUNTAIN DRIVE VC :"ION, CT 06066 PLATT, DENNIS C. & SHARON E. 12 1744 ELUNGTON ROAD KELLEY. RICHARD S. 13 512 BUCKLANO ROAD DODD, HAROLD L 14 15 530 BUCKLAND ROAD 19 OAKLANO ROAD GIBBS MILTON ERVIN 0 BECL ENTERPRISES, LLC 16 J53 FOSTER STREET MULLER, ✓ULIE CRANDALL 17 68 NATIONAL DRIVE SMITH, ROBERT ✓. GLAS7'ONSURY, CT 06033 20 70 ROCKLEDGE DRIVE SOUTH WINDSOR MEDICAL ARTS CENTER 21 228 SCAN7IC ROAD BELL, DANIEL M. £AST WINOSOR, 0"88 -EAST 22 ROAD GAETANO, NUNZIO & GERTRAUD 23 41 OAKLAND ROAD 41 OAKLAND ROAD, LLC 24 49 OAKLAND ROAD STEWARD, ARTHUR £. & RUTH V. 25 69 OAKLAND ROAD STEIN, MELVIN D. 26 101 OAKLAND ROAD MALYSZCZYCKI, MARIAN & TERESA (SU) 29 17 PETERSEN WAY 90 OAKLANO ROAD ASSOCIATES, LLC 30 108 OAKLAND ROAD KLEBART, LISA A. 31 25 IMPERIAL DRIVE HAVENS, EDWARD F. SR. 32 1 f5 BEVERLY ROAD KA77EN, FRED S. WEST HARTFORD, 07 06119 33 432 BUCKLAND ROAD VILLAGE AT BUCKLAND COURT 34 419 BUCKLAND ROAD CARA/ON &COMPANY 35 C/0 RICHARD MAHONEY SAMSEL PROPERTIES PARTNERSHIP WEST HARTFORD, CT 06107 36 0/0 RICHARD MAHONEY SAMSEL PROPERTIES PARTNERSHIP WEST HAR7FORO, CT 06107 37 80 BELLF ROAD GRILL/, GARY L. &JEAN M. 39 10 NO. MAIN STREET PENTHS SAMSEL PROPERTIES PARTNERSHIP WEST HARTFORD, Cr 06107 52 1 f34 OAKLAND ROAD HA YES, BONNIE 2 129 WEST DUDLEY TOWN TMA CORPORATION BLOOMFIELD, CT 06002 4 115 FARM BROOK LANE FARM BROOK SUBDIVISION ASSOC INC 89 274 OAKLAND ROAD ODFU, LEMUEL WALTER 90 PROPERTY 7AX DIVSN MOBIL OIL CORPORATION P.O. BOX 4973 HOUSTON, TX 772fO-4973 9f 440 DEMING STREET PETERSEN, LOIS H. 92 _244 BARBER H14L ROAD METRO REALTY GROUP, LTD. 93 195 OAKLAND ROAD, BOX 453 JOHNSON, PAULINE G. 94 151 OAKLAND ROAD SIMLER, MILDRED S. LU & KENNETH & 95 151 OAKLAND ROAD SIMLER, U14DRCO 96 130 FELT ROAD DELNICKI, 7HOMAS A. 122 66 FARM BROOK LANE SANTORO. PETER F. & PAULINE R. (SV) 123 56 FARM BROOK LAN£ DABROWSKI, HIPOUT & BOZENA 124 46 FARM BROOK LANE RICH, SETH T. & ROXANNE M. 125 36 FARM BROOK LANE SMITH, THOMAS S. & MELODEF A. 126 26 FARM BROOK LANE CAUEN00, KAREN K. & STEPHEN J. 127 16 FARM BROOK LANE R411Z, HENRY H. JR. & JOLELDA G. 128 6 FARM BROOK LANE SONG, SHIHONG 0. & 56 39-63 y-51 j 4139-5 SHEETINUCA -. 1 COVER SHEETMKEY MAP/LOCATION PLAN 39-62 39-65 2 EXISTING CONDITIONS/PROPERTY SURVEY 39-66 /PROPERTY TRANSFER MAP 3A--313 PLOT PLAN KEY MA' 4A--413 TOPOGRAPHrC PLAN 5-8 PLAN/PROFILES SCALE I 9A--913 SEDIMENT & EROSION CONTROL PLAN 10 -11 DETAIL SHEETS Pr=v: 5-25-04 (FINAL PLANS) L1-L7 LANDSCAPE �c LIGHTING PLANS i?EV: 4-16-•04 %: 12 12 05 A1.2 --A2.1 ARCHITECTURAL PLAN DATE: Novveember4, 2�00 5 SHEET 1 __ G:/.LOBS/IB231i�23-1-1 owes, Tvwn 0, 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 Design Professionals. Inc. 1651 SV4Y, Sawili a pond ' South Windsor, CT 06074 Atts, Karen Isherwood RE: Berry Patch II Buckland Road South Windsor, CT Dear Ms. Isherwood: The South Windsor Water Pollution Control Authority, at its special meeting ofPebruary 9, 2004, gave approval for the connection to Ihe'rown's sewerage system of a senior aparpnem comptex on Buckland Road, as more specifically shown on plans entitled "Be" Patch It, Topographic Plan'/ prepared by Design Professionals, Project No.1823, Drawing No(s) 4Adated 11-0"3, revised 12-Od-03 and 12-12-03, and Drawing No. 4B. dated 11.04-03, revised 12-04.03, 12.11-03, 12-12.03 subject to the following conditions: I . Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection wiil be given once The sewer line has been installed and inspected by the Town staff, and bused upon the written Verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours. Jo J. Carino, Chairman Water Pollution Control Authority JCC:dd Cc: Matthew Galligan, Town Manager Michael J. Gantick, Director of Public Works leff Doolittle, Town Engineer Marcia Ranwh, _Dinectnr nPPlanninwo Chris Dougan, Chief Building Inspector South Windsor Housing Authority Metro Realty Group, LTD 'k 1540 SULLIVAN AVENUE - SOUTH WINDSOR. COI 66074 ,M1�SOA•CV'y AREA CODE 660 7 644.2s11 . CERTIRIED MAIL February9, 2004 Mr. Geoffrey sager The Metro Realty Group, LTD 10 Executive Drive Farmington, Cr 06032 Mr. George Daniels South Windsor Housing Authority 50 Elm Street South Windsor, CT 06074 Re: Appl *03-83P, Berry Patch 11 Special Exception and Site Plan Dear Mr. Sager and Mr. Daniels: We are pleased to advise you that the Planning & Zoning Commission voted on January 27, 2004, to approve with modifications the above referenced application for a Site Plan of Development and Special Exception to Section 4.1.11 and 7.1.2A and Site Plan of Dovelopment for an additional 94 units and a waiver to allow up to 196 units for properties located on the easterly side ofBuckland Road, southerly side of Oakland Ra ..:d, and northerly of Deming Street, AA30 zone, Gateway Development Zonc, and floodplain zone as shown on plans.pr+epared by DesignProfessionals, Inc., Job No. 1823, ¢cued Occember 12, 2003, as revised. This approval is subject to the following modifications: t. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be iss» ed until the final mylars have been filed in the Town Clerk's Office. • 3. This application is subject to the honditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $25,000 for erosion and sediment control; and.a bond in the amount of $20,000 to ensure instaflation and establishment of the stormwater structures. 4. An as -built plan is required prior to issuance of Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. S. A landscape bond in the amount of $10,000 is required and must be submitted prior to filing of mylars. 6. All Plans used in the field by the developer must bear the stamp and authonxed signature of the Town of South Windsor. 7. WPCA approval is required. 8. The btulding(s) street number must be included on the final plan, 9. The Commission hereby grants a waiver to Section 4.1.11.2.c to allow-196 total units. 10. Town Engineer's review comments dated January 9, 2004 must be addressed to the Town Engineer's satisfaction. 11. Required'restrictivv covenants to the South Windsor Housing Authority must be reviewed and approved by the Planning and Zoning Commission and the Town Attorney. 12. A sidewalk is required from Berry Patch II to Buckland Road and across Buckland Road frontage to the traffic signal at Terry Office Park. 13. The floodplain area near Buckland Road must be restored after construction'with an attractiVe•landscaping.that includes seasonal interest wildflowers and shrubs. Black and.white transparent mylars of Sheets 3A and 3B with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 trays to be stamped and signed. The sett m 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 retuned.tp -you for filing in the Office of the Town Clerk. After filing these plans (including landscaping and •architectural 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. Sincerely, �.o Tim lty . Wentzell, Chairman Planning &Zoning Commission THW/kak cC Tnwn Rnain�ar Chief Building Official Assessor Superintendent of Pollution Cc ltrol Z~it� Marshal Design Professionals, Inc. o q o 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 2/23/04 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 1-27-04 BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 12-12-03 3, THIS PLAN IS INVALID UNLESS IT BEARS THE 1 12-04-03 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE � � �� t� S-ch�%i `�%uz��d•m m �4 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �,yoSOR `o�r� AREA CODE 860 r 644.251 t December 30, 2003 Certified #70020510000081151607 Design Professionals, Inc. Attn: Ms. Karen Isherwood 165 South Satellite Road South Windsor, CT 06074 RE: Appl. #03-83P - Berry Farm Senior Development, AA-30 Residential zone & GD Gateway Development zone Dear Ms. Isherwood: At the December 17, 2003 regular meeting, the Inland Wetlands Agency/Conservation Commission approved with conditions application #03-83P - Berry Farm Senior Development - 205 Oakland Road - Inland Wetland/Conservation Commission application for the construction of a 94 unit senor: apartment complex on 33 acres, stormwater structures, parking lots, and associated improvement on property located 1 C h_ I-t- J 1_ _.., easterly or tsu�tcland Road, noftneny of Deming Street. AA-30 Residential zones & GD Gateway Development zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South W{ndgOr against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on December 17, 2008. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 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 $25,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control measures. 7. We recommend a bond in the amount of $20,000 be submitted to the Planning & Zoning Commission to ensure the installation and the establishment of the stormwater structures. 8. The operation and maintenance plan adopted for Berry Patch I should be extended to include the additional phases. 9. Town staff to review and approve the modified planting plan as submitted. The applicant should modify the plan to Town staffs satisfaction. 10. Town staff to review and approve the location and surface material being used for the pathway. Very truly yours, / Ellza Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION FW-tlr cc. The South Windsor Housing Authority The Metro Realty Group, LTD SIJEET 3B `t MA"i CI -ICING A vO,O�BO� �b M o0) 040 t_ J ; A -o Jci�r A �a0� Otr0 G LLAGE AT BUCKLAND COURT a'css11� THE VI - LIMITED PARTNERSHIP S76.2810"E---......... 57602810E 0 \ \ o is v k 4J4 .71' R 0, o0 \2 Ae \ o Ary�y. �o NIF Of `? Church Calgary �ernblies �� 0. the A5 `�U ` � 9kg9 0 11A13� P� OWNER l APPLICANT APPLICANT THE METRO REALTY GROUP LTD. THE SOUTH WINDSOR HOUSING AUTHORITY ko N C 6 EXECUTIVE DRIVE 1540 SULLIVAN AVENUE FARMINGTON, CT 06032 SOUTH WINDSOR, CT 06024 (860) 674-5640 OFFICE (860) 644-3082 OFFICE (860) 677--6919 FAX (860) 648-9486 FAX \ J� oOk9 MAP REFERENCES: \ 1. PROPERTY OF PETER KARMAZYN HO MO. 432 BUCKLAND RD. SOUTH WINDSOR CONNECTICUT SCALE V=40' DATE AUG., 1970 BY W.M. ALFORD. 2. RECONSTRUCTION OF BUCKLAND ROAD AS -BUILT - STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION - PROJ. NO. 132-100 SHEET 55A & 58 OF 140 - LEGEND SCALE 1 "=-t%i 199i, REV. 10-30-95 BY SANDS E. AESCHLIMAN. 3. RESURVEY PROPERTY SURVEY - RESUBDIVISION MAP PREPARED FOR VILLAGE AT 0 EXISTING PIN SOUTH WINDSOR BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT - SCALE 1"=100' O EXISTING MONUMENT DATE 9-2-98 REV TO 10-20-98 SHEET 4 OF 9 BY DESIGN PROFESSIONALS, INC. 4. GRANDVIEW TERRACE RESUBDIVISION DEMING STREET & FELT ROAD SOUTH WINDSOR. CT PROPOSED IRON PIN I I , III` DATE: JAN. 26, 91 REV. TO 10-15-91, SCALE 1"=40' SHEET 2 OF 7 PLOT PLAN BY ■ PROPOSED MONUMENT I IpAwdk TORRES ENGINEERING, INC. S. PLOT PLAN - THE NEW CALVARY CHURCH DEMING STREET SOUTH WINDSOR, CONN. APPLICANT CALVARY CHURCH 647 MIDDLE TURNPIKE EAST - MANCHESTER, CONN. 8-21-81 REV. TO 9--14-82 V=40' SHEETS 2, 3, & 4 OF 8 BY FUSS & O'NIELL. REVISIONS ADD APPROVAL LETTERS l MHA PER TOWN COMMENTS � jy HA PER TOWN COMMENTS MHA GEN. REVISIONS KMI DESCRIPTION I BY �D DUMPSTER PAD l THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WiTH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED 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 �•96, ��v 00 40' R.Y. GRAPHIC SCALE � 0 20 40 wn 1 inch = 40 ft. 10 G g1S " � •t0 9 a= R-1 0 �1 L�at18.11 Tan�62.31 A s45' 0 R=150.00 L=116.23 --•'-""-'---• Tan -fi1.21 _,-... A =44' 23' 51 " R=150.00 L-116.13 Ton-61.15 n s�F4' z 36 R-150.00 .-- ..• • „ �vtvt:. SIDEWALK -- - � � � l �. 12 t ('1 !� � Tan=54.32 &=20331,33' L=106.60 Ton=63.82 1.81 T L=99 21anx86.76 w T � 0.03 R-300.00 4 e19' 34'34`~ R-312.00 4-1 R o rpQ}g•t3'10" ft 12.00 �o n S. Y. .--- -�-- - 2T 1. = ad Ir 6 o 49 0.36' N73°41'07"W F40' R.Y. Is1 Tel. 860.291 • 8755 ® Fox 860.291.8757 11ealan CM46f issionals1, inc, civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road. South Windsor, Connecticut 06074 403.21' coo (A R t ++ o o � i VFW 1 A(k 0 k a 81,89' UJ Y u7 k � Ch !• ��.�Oa' I z Ill xy J A \ da �, oo . ,I,bp� �•� �� SAI-� � NOTES: 1. THIS PROPERTY LINE IS AS PER VOL 190 PG 330 OF THE SOUTH WINDSOR LAND RECORDS. 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON pp,0 3. HORIZONTAL DATUM IS BASED ON MAD '83. OVMp5 4. PARCEL MAY BE SUBJECT TO CERTAIN WATER RIGHTS AS PER VOL. 27 PG 500 OF THE SOUTH WINDSOR LAND RECORDS. 5. PORTION OF PROPERTY IN FLOOD ZONE AE - SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD, BASE FLOOD ELEVATIONS I z DETERMINED; PORTION OF PROPERTY IN FLOOD ZONE X - AREAS OF w NFL_O 500-YEAR FLOOD, AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS AN�IyZ a OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, AND AREAS PROJECTED BY LEVEES FROM 100-YEAR \`AOIA- AC( Ssls P o FLOOD; AND PORTION OF PROPERTY LOCATED IN FLOOD ZONE X - NON' AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIM FLOOD iv ZONES TAKEN FROM FIRM COMMUNITY PANEL 090036 0007 D AND 090036 0006 D MAP REVISED FEB. 23, 2001. 6. THIS MAP IS DEPENDENT ON THE MAP OF SHEET #2 OF THESE PLANS. 7. PROPERTY MAY BE SUBJECT TO A RIGHT OF WAY AS PER VOL 37 PG 303 OF Irl HE SOUTH WINDSOR 'LAND RECORDS. 8. WETLANDS "FLAGGED" BY SOIL SCIENTIST, JOHN IANNI OF HIGHLAND SOILS, INC. ON 7-9-03 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 40' R.Y. 9. A 4 FOOT FENCE MUST BE INSTALLED ALONG THE TOP OF ALL WALLS t PROPOSED GREATER THAN 4' IN HEIGHT. I t { PLOT Pno-LAN DESIGN.' KMl DRAWN.' KM! CHECKED.- GBS JOB NO.: 1823 IDATE. 10/20/03 DRAWING NO.: 1823--3A.DWG PREPARED FOR: GRANIIDVRIEW TIERRACIE & DIEM RNG STREET SHEET 3A, 0 NOTES: - 1. THIS PROPERTY LINE IS AS PER VOL 190 PG 330 OF THE SOUTH WINDSOR LAND RECORDS. / 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON ......... _. ..- .. -w - _ _,_iAA� � i ------- 4. 3. HORIZONTAL DATUM IS BASED ON NAD '83. 1 " r p M t1TCHLi NE (SEE INSET }� .. 578'43.09"W PARCEL MAY BE SUBJECT TO CERTAIN WATER RIGHTS AS PER _.. � 1,..,.,,�._..r...,,. _... O VOL. 27 PG 500 OF THE SOUTH WINDSOR LAND RECORDS. 5. PORTION OF PROPERTY IN FLOOD ZONE AE — SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100—YEAR FLOOD, BASE FLOOD ELEVATIONS DETERMINED; PORTION OF PROPERTY IN FLOOD ZONE X — AREAS OF 500—YEAR FLOOD, AREAS OF 100—YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, AND AREAS PROJECTED BY LEVEES FROM 100—YEAR FLOOD; AND PORTION OF PROPERTY LOCATED IN ' FLOOD ZONE X — AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN, t00 FLOOD ZONES TAKEN FROM FIRM COMMUNITY PANEL 090036 0007 D AND 090036 0006 D MAP REVISED FEB. 23, 2001. 6. THIS MAP IS DEPENDENT ON THE MAP OF SHEET #2 OF THESE PLANS. S 7. PROPERTY MAY BE SUBJECT TO A RIGHT OF WAY AS PER VOL 37 PG 383 �M OF THE SOUTH WINDSOR LAND RECORDS. 8. WETLANDS "FLAGGED" BY SOIL SCIENTIST, JOHN IANNI OF HIGHLAND SOILS, INC. ON 7-9-03 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. i DENNIS C. s /F 9. A 4 FOOT FENCE MUST BE tNS ALLED ALONG THE TOP OF ALL WALLS HAf'i QN \ PROPOSED GREATER THAN 4' 1 HEIGHT. • PLA r-r 14.00' � _ yyF 67 S79'20'48"W � ..�. EXrSr, fieNCE 6,;63�zs, MARIAN N/F ZMAL ySC T��'1 s ° zrcxl 1 2 VeF 27 20 4YF 79 tiYF 16 1 �' 2uF 17 3 1$ '. N77'24'18"E / �o� } 4 �.� \ 2 7• / 66 24 Se�F Y+F13 63 / / 53100 j i5'F' fi4 rrs pF /.w 27 •rI ft / / PROP OSE NCONSERVATlp �'18g2 0UPLANb REl"'ZW AREA / ro k��,$ t / SOUrrI fv1NDSOR oaND C ASEMENr ' /559 rN wF 62 rRUSr �.. zs WF 3 4YF V 32A PR 6, •, t'V' 67 / / 36 3> N 9ds 3 so vVIP '39 37 60 � yti 40 +0(g"35,1575 (1 d / / wF 41 / 4 f►MrrS OF. gD. REVIEyr AREA UNITS n ! r Tc 43 �� � 6 4 / / � 57 wF49 $o� WF sp 48 to m +jf s''fi 44 sr S Y ro Tt' ro e, ARfA 7 229 3 VhN SOOR 0 NE �— ~' 2 210�O�a W S2 �ROp �' UNE qg rO Mqp T VILLAGE A r /F Exist R� L!M fTE'D PART�xLAND CovR FENCE ERS T "'0piW7yuNE Al ro M AP .� S72'50'56"W S Y D �$ 3 B UNITS 7 I 3 18 U + Y f Ts o MILDRED S /F• SIML pKENNErM .4- SHEET 4B _ MATCHLI NE 7_ _._.. � r 1 \ ,. / q\\ VILLAGE AT BUCKLAND COURT °,cA THE .-. ^ % t i n LIMITED PAK TNtnznlr - S76°28'10"E .� .� ---------- — S74'58'57"E ......_ . ----- _ �� LEGEND 0 EXISTING IRON PIN ` oG� 0 EXISTING MONUMENT `O \�-Aznllz�z.N*55'3s)) • • PROPOSED IRON PIN , \ �•nN: sH� PROPOSED MONUMENT F .11' _ 3QC _ EXISTING CONTOUR F 30o PROPOSED CONTOUR ' �F x 287.3 PROPOSED SPOT GRADE ,� ' ' r� cvR 'A ,I�g , � e • LIMIT OF INLAND WETLANDSc� X��' --- — LIMIT OF 80' REGULATED UPLAND NOTES: REVIEW AREA 1. THIS PROPERTY LINE IS AS PER VOL 190 PG 330 OF THE D DUMPSTER PAD SOUTH WINDSOR LAND RECORDS. -- F PROPOSED FOUNDATION DRAIN 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON --R -- PROPOSED ROOF LEADER ` `,� r k38 / e0 P ,' Nv +►0•pOL� X , 3. HORIZONTAL DATUM IS BASED ON NAD '83.--S ---- PROPOSED SAN. LATERAL ---yy----•• PROPOSED WATER SERVICE 4. PARCEL MAY BE SUBJECT TO CERTAIN WATER RIGHTS AS PER 46 � , - VOL.. 27 PG 500 OF THE SOUTH WINDSOR LAND RECORDS. IN z 5 , �I/ ,56.�� , 5. PORTION OF PROPERTY FLOOD ZONE AE SPECIAL FLOOD `HAZARD AREAS INUNDATED BY 100-YEAR FLOOD, BASE FLOOD ELEVATIONS DETERMINED; PORTION OF PROPERTY IN FLOOD ZONE X AREAS OF 500-YEAR FLOOD, AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, AND AREAS PROJECTED BY LEVEES FROM 100-YEAR FLOOD; AND PORTION OF PROPERTY LOCATED IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. 0 FLOOD ZONES TAKEN FROM FIRM COMMUNITY PANEL 090036 0007 D AND �{ /� ` 5 O {v 090036 0006 D MAP REVISED FEB. 23, 2001. n f �^ �' t �;�kO• �N;1 , , 6. THIS MAP IS DEPENDENT ON THE MAP OF SHEET #2 OF THESE. PLANS. CI1UrCr �cp SPN:1�9a° /' `I'�'�z5 7. PROPERTY MAY BE SUBJECT TO A RIGHT OF WAY AS PER VOL 37 PG 383 Cd ASSe►'n 1� �- Vo OF THE SOUTH WINDSOR LAND RECORDS. the ' / 8. WETLANDS "FLAGGED" BY SOIL SCIENTIST, JOHN IANNI OF HIGHLAND SOILS, INC. ON 7-9-03 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 9. VERTICAL DATUM IS BASED ON NAVD '88. ' \ ` ,' O 10. A 4 FOOT FENCE MUST BE INSTALLED ALONG THE TOP OF ALL WALLS \ '\ .351r ,` ,' ' S3• 5Z7O � o - ' ' � •5 ' X�� � N,�;1 ,' � PROPOSED GREATER THAN 4• IN HEIGHT. 1457 , ,IA.505 LP:152.71 11. DURING CONSTRUCTION, 12" GRAVEL CHECK DAMS ARE TO BE PLACED i BETWEEN THE FOUNDATIONS, AS DEPICTED, AND 1N ALL AREAS SUBJECT TO CONCENTRATED RUNOFF. �' ;�k5•5 MAP REFERENCES: \ �� 01• tE• alb") ✓ ' � 1N`r1��,� •v 1. PROPERTY OF PETER KARMAZYN HO NO. 432 BUCKLAND RD. SOUTH WINDSOR CONNECTICUT SCALE 1"=40' DATE AUG., 1970 BY W.M. ALFORD. ` _ — ---qpa-'��---• ,' 2. RECONSTRUCTION OF BUCKLAND ROAD AS -BUILT - STATE OF :'CUNNECTICUT, .-.,�r .".""� -••--- ' DEPARTMENT OF TRANSPORTATION - PROJ. NO. 132-100 SHEET 55A & 58 OF 140 - / rig SCALE 1"=40', 1991, REV. 10-30-95 BY SANDS E. AESCHLIMAN. •N� �,...r"' � U� 3. RESURVEY PROPERTY SURVEY - RESUBD1VlSI0N MAP PREPARED FOR VILLAGE AT �,.-- 490.38/� SOUTH WINDSOR BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT - SCALE 1"=100' DATE 9-2-98 REV TO 10-20-98 SHEET 4 OF 9 BY DESIGN PROFESSIONALS, INC. OWNER / APPLICANT APPLICANT /� THE METRO REALTY GROUP, LTD. THE SOUTH WINDSOR HOUSING AUTHORITY o ,` , -•— - 4. GRANDVIEW TERRACE RESUBDI��ISION DEMING STREET & FELT ROAD SOUTH WINDSOR, CT fi EXECUTIVE DRIVE 1 a40 SULLIVAN AVENUE `' � ` ��'� F•'� ' � � DATE: JAN. 26, 91 REV. TO 10-15-91, SCALE 1 =40' SHEET 2 OF 7 PLOT PLAN BY TORRES ENGINEERING, INC. FARMINGTON, CT 06032 SOUTH WINDSOR, CT 06024 a'd' ($60) 674-5640 OFFICE (860) 644-3082 OFFICE i`J��, 5. PLOT PLAN - THE NEW CALVARY CHURCH DEMING STREET SOUTH WINDSOR, CONN. APPLICANT CALVARY CHURCH 647 MIDDLE TURNPIKE EAST - MANCHESTER CONN. 8-21-81 REV. TO 9-14-82 ($60 ) 677-6919 FAX ( 860) 648-9486 FAX 1"=40" SHEETS 2, 3, & 4 OF 8 BY FUSS & O'NIELL. 41 40,`19.Y. --�-- , - ,' �i � i 40R:Y.�- 6 8-25-04 ADD SPOT GRADES KMI o p A 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 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN Tel. 860.291 • 8755 ® Fax 860.291 •8755 5 2/27/04 GENERAL REVISIONS MHA m GRAPHIC INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. SCALE " BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 1-27-04 PER TOWN COMMENTS MHA AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 0 40 gp i_ ALL I ITII ITI�C ARP TO AV C_TAteFn IN TWW VIM n , ` ■ _. ..__ .. 3 1^75-04 PER TOWN COMMENTS RAM Orrof ������� ���. BY A LICENSED LAND SURVEYOR PRIOR' TO y •~yL TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. CONSTRUCTION. 2 12-12-03 PER TOWN COMMENTS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 12-04-03 GEN. REVISIONS KMI( IN� - 12882 1 inch = 40 ft. � civil engineers •planners •surveyors IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL landscape architects • gis gps OF THE PROFESSIONAL ENGINEER/SURVEYOR. `,NO. DATE DESCRIPTION BY LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 'TAP©GRAPHIC PLAN DESIGN.• KM/ I DRAW..• KM/ I CHECKED.G8S JOB NO.: /823 IDA TE.• 11104103 DRAWING NO.: /823-4A.DWG 6 ANCX10`NR �� 6 C�cp 0 SvppLY) C cooks) PR�� OF•`�� h•'i5 c�= N �F �,CN��L•E GR�G�RC3 S OS PREPARED FOR: G MN DVI EW T ERRAAttCIE & D EMUNG STREET CONMICTRICUT EET U LEGEND 0 EXISTING PIN Nss o a»w MARIAN & TERESA o EXISTING MONUMENT � // rrsa. MALYSZCZYCKI � _ 300_ _ EXISTING CONTOUR / /�0��/ 30o PROPOSED CONTOUR x 287.3 PROPOSED SPOT GRADE � X&, _ ' /� / ZONE ('3 A LIMIT OF INLAND WETLANDS WF 1s f5 -- -- LIMIT OF 80' REGULATED UPLAND � --- j � � F i � � _® •� REVIEW AREA D# DUMPSTER PAD / � 2 wF zo WF 19 Wr if _-•-- �-..-._... . WF 21 �N 14 0 EXISTING SANITARY MANHOLE j � WF 2-3 9 k181r / \��� 9 .85 ��• WF 13 PROPOSED SANITARY MANHOLE 1 I.P. N77'2 - 2 / % y s's.: ' 15'' CONC. �+ FU 90.00 -� PROPOSED CATCH BASIN / ;3so' eIOFlLTRA'floN swAt.E s-o.5l6 x Ss;.25 � / . ' ' �\ 95 6� -F -- PROPOSED FOUNDATION DRAIN 8 .74 ' _ �0' ---R --- PROPOSED ROOF LEADER (SEE CROSS TO IN / �SY� 1? ---c - PI?r)1�nC1=n ceKI I ATC"QAI i I COMPOST T��/_ �• ' � �►-""�'���1 � --W--- PROPOSED WATER SERVICE j I l / / WF z �: B1sA { 5 INV: , 1 WF f 92. I \ , _-- NOTES: SWALES TO BE SCARIFIED AND REPLANTED IF TIME FOR INFILTRATION OF M / WF 25 D PONDED WATER INCREASES BY MORE THAN ONE AND A HALF TIMES BAST N _ l LINE INFILTRATION TIME. BASELINE INFILTRATION TIME TO BE DETERMINED �'" � 1 / ,•,, •, �. 7 -\, � 91.84 AT TIME OF CONSTRUCTION BY WETLAND CONSULTANT AND REPORTED TO TI",, 36 -wF 1026,, �/ N 1 :93 / 1 CaTC�ilN WETLANDS AGENT.�TF:9s�INA F;95 INv(s):s .30.15N /F� BE3,oDENNiS C. 8c SHARON E. PLATT • �,9 WF 67 �LIMIT OF S00 YEAR �1�!•� WF 2BOTTOM�FLOOD (SEE NOg 0AREA: 3500_.,fit O C / (;V'YVF 32A �` : i �/`�� ! \ t\ w _ c S_5/ 0 �1a �d 1 .r, .»+•.+»" 88 90 7' , 87.8 / / / "'�r WF' 3,,'�, \ I A 2" :94.75 / � I V(5 � 94.50 PROPOSED CONSERVATION EASEMENT / / Qom/ IN FAVOR OF THE WF 3 / .•" , SOUTH WINDSOR LAND TRUST 98.2 .1 X 5 / '/ / WF 3 156 .3 99.03 1� W r' 65 X / OP t7 I 1 5 9s/s5 1 w \ I 84.8 / / • NOTEy�9 2" 9 / I / X T. FEN E t \ LIMITS OF 80' UPLAND REVIEW AREA .� 37 80 •95.0 - 8" 65r `\ z ( \ I ....,x .. , - 88x _ _ DGE OF .8e �"�' An{11, l� Iv td�r�r A L A _/� e� WF 64 YD-7w _ - _ - /\' --'-"� >' \ 1 EAMBE6 \ ` % 38 PROP. T 9 .r.----"'".'-.-�^'..^..""""'."- TF:9>1:50 ' 0 ,�.M.rrr.w�w+" "'" +00 INK 95.00 \\ wF s2 . 36+7 oo, w WF 6 � / �O/ / ' x 1NV:89 o•'• O .0 X WF 39 ^'"' h QiM�•,t 35 HP 10.0 _ D. 'n 9 95, 8 / \ j WF 61 / y%'� IN•.97.2 19 Q� _ INY. 17,56 p _ ! 40 �' �1� d ' O� 102 / , hod 9 102 30 9y 3.05PROPCON D A 5 ,,.�. 15,000 CF , - ' ' % ��� i h - aO's Ff..103.0a 0 _ _ r 8 F�-:%l12.%rJ - OL 10 5 f05 - ' NF a :1 IN 5 :07.00 . ' . �• , � � - - - .. / / �` ���� / ' 18" :98 11 a _ . ' � X 101 5 _ �F:'I RL: 99.25 - F• 11$.75 - - - - - - - - - - t SAt4:95.25 �. _ _ FidD:99.25 ^ - `5 WF 3 `'"' �' � ' ' / i 4 / �� , �oj'�,`lvC�' ,%•�, � ' ' r �" r � -�-- �X :... ..- - •t>;1..,:105.25 - i WF 59A /' ' / _ _ / 1 0 1 FND:105.25 LIMITS OF 80 UPLAND REVIEW AREA / / ; iieo •e ' 100 YEAR ROW PLAIN / ' ' 43 � TF: 93 70 / ' . ' ' / � -- - - 1 � 0 i 1 05 2 5.7 , " \ / ry• P • 95.00 /' MA , _ 11.3� w'-.,, -8 \ fr0?a�' / \% + J � � .�• � / 111. 5) ,,,,...--� 09�90 N /F WF 44 15")1�4.54 12"):104.75 MiLDRED S. & KENNETH wF 49 "-�' 48 , ---• �---� . I 10' ,SY ,' / •} 98 �1p1, HP011m 0 /' a 1 a \ SIMLER QO��� y% 7.1 _ "7 j / t1tt.34 ram') 1.8 11 •g} , \ _ , Tj • ' ! / / / 50 ' Z a 2.ir' �,2• -- "`^,, �J�., Ei� , ' / , '� o / 111 1 - /'' . 117. 28 �6g0�-/� ,25 . ' ' --.. ," _" /r„`?„^- I rlt •1 43+00 HP:117.68 a +00 1 h3 113. `J 57` / / ,' PSMH-4 /•� , - _ / ' ,!�- \\� ' I '� 11 .84 115. 4. 0 �' 1;3, �C83.8 , TF:91.75 / �' / INV:86.00 i , / , / ,' t / s gV 15" :107.25 ' ' 9~ -^ �� 118. 115. 115.2 r�rr�6 MIS 6.29 / 6 � / / • WF 47 / '' R17pk� � / ^" /' ♦' PR � � ---"..' .I EXIST. FENCE ► GA1 M'2 THE VILLAGE AT BUCKLAND COURT � ' ' PROPERT{' LINE LIMITED PARTNERSHIP AS To MAP REFERENCE #1 - `�' / � - PROPERTY O H CONVEYED TO THE , X \ TOWN OF SOUTH WINDSOR , / j PROPERTY LINE AS TO MAP REFERENCE #i i. I . , , 4 AREA m 7,229.3 S.F. 0.16 AC. ' ' , , ' / r n , • ,59,E XQ5.8 / ' rr r, NOTES:'' N8913-....».� 216.28 (2 1. THIS PROPERTY LINE IS AS PER VOL 190 PG 330 OF THE \ j ' f SOUTH WINDSOR LAND RECORDS. ZrJ' BUFFER ` 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON \ �"` •�04U � ' ` ' 3. HORIZONTAL DATUM IS BASED ON NAD '83. Z � � T �.+as,sg,,..,,., , � 1 ' S.Y. `l- • •O'\ ` ' ��- - - 4. PARCEL MAY BE SUBJECT TO CERTAIN WATER RIGHTS AS PER t� ' ` ` 5VOL. 27 PG 500 OF THE SOUTH WINDSOR LAND RECORDS. C.) { 1 • 1 , XL20. '� Q�ZQ (;�' �? t 5. PORTION OF PROPERTY IN FLOOD ZONE AE - SPECIAL FLOOD HAZARD AREAS PROPOSED WATER MAIN �: ZcTi s ` j ,' , 0' GRAVEL INUNDATED BY 100-YEAR FLOOD, BASE FLOOD ELEVATIONS DETERMINED; f ` X85.4 r r , t ACCESS DRIVE PORTION OF PROPERTY IN FLOOD ZONE X - AREAS OF 500-YEAR FLOOD, i AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT .� \} L ♦ X8 OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROJECTEn BY LEVEES FROM 100-YEAR FLOOD; MAP REFERENCES: I AND PORTION OF PROPERTY LOCATED IN - `5,3 - ' ,' /N f t FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. , 1. PROPERTY OF PETER KARMAZYN HO NO. 432 BUCKLAND RD. SOUTH WINDSOR I FLOOD ZONES TAKEN FROM FIRM COMMUNITY PANEL 090036 0007 D AND CONNECTICUT SCALE 1"=40' DATE AUG., 1970 BY W.M. ALFORD. 9e< 090036 0006 D MAP REVISED FEB. 23, 2001. o , t z 6. THIS MAP IS DEPENDENT ON THE MAP OF SHEET 2 OF THESE PLANS. ' f 7. PROPERTY MAY BE SUBJECT TO A RIGHT OF WAY AS PER VOL 37 PG 383 2. RECONSTRUCTION OF BUCKLAND ROAD AS -BUILT - STATE OF CONNECTICUT, 0-) yo / 1 OF THE SOUTH WINDSOR LAND RECORDS. DEPARTMENT OF' TRANSPORTATION - PROJ. NO. 132-100 SHEET 55A & 58 OF 140 - Co T 0 PLUG '� C8-19 SCALE 1"=40', 1991, REV. 10-30-95 BY SANDS E. AESCHLIIhyAN. LO F 4o tt2.�jti/ p , a� i S. WETLANDS "FLAGGED" BY SOIL SCIENTIST, JOHN IANNI OF HIGHLAND SOILS, INC. �. ' m / ¢ , ON 7-9-03 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. �` 3. RESURVEY PROP ERTY SURVEY - RESUBDIVISION MAP PREPARED FOR VILLAGE AT $ V L LO �- ' , 9. A 4 FOOT FENCE MUST 8E INSTALLED ALONG THE TOP OF ALL WALLSALE F ' DATE 9 WINDSOR RtEV TO 10-20- 98 SHEET 4 OF DESIGN PROFESSIONALS, INC. I{ AS ' FI D LO ?s? PROPOSED GREATER THAN 4 IN HEIGHT. _ ,' 10. VERTICAL DATUM IS BASED ON NAVD `88. X G AGE _ , Q S. , , , 11. DURING CONSTRUCTION. 12" GRAVEL CHFCI< _DAM , APP TA _ RC DI Armen 4. GRANDVIEW TERRACE RESUBDIVISION DFMING STREET Rr FELT RDA" Cnu ru un��nonn .. � � - 3 BETWEEN RATE FOUNDATIONS, AS DEPICTED, AND IN ALL AREAS SUBJECT TO DATE: JAN. 26, 91 REV. TO 10-15-91, SCALE - 1 '-40 SHEET 2 OF 7 PLOT PLAN BY i TF:9200 L__- O CONCENTRATED RUNOFF. TORRES ENGINEERING, INC. 1 , I INV:84.80 Z � 12. SANITARY SEWER MANHOLES 2, 3, 4, 5 & 5A ALONG THE CROSS-COUNTRY r � FF. 126, - �� / ' SEWER LINE NEED TO HAVE WATERTIGHT COVERS AND FRAMES WITH S. PLOT PLAN - THE NEW CALVARY CHURCH DFMING STREET SOUTH WINDSOR, CONN. APPLICANT � ' � 1J6.50 SMH-3 47� 9 Cb GASKETS CALVARY CHURCH 647 MIDDLE TURNPIKE EAST - MANCHESTER, CONN. 8-21-81 REV. TO 9-14-82 �� , t » TF: ,5 AND LOCKING SCREWS. WATER CONSTRUCTION NOTES: 1"=40' SHEETS 2, 3, & 4 OF 8 BY FUSS & O'NIELL. � 1, i -, t * ALL FIRE HYDRANTS WIL L BE SUPPLIED BY CT. WATER CO. t{ 1 ~ \ k 3 .00 ..� ENT EXCAVATE TEST HOLE AT PROPOSED TAP LOCATION TO DETERMINE DEPTH , �t , go - '- "- __._ __._ T , / 0`'� r'?�o`•ti �: '10' SANITARY KA� OF 12" WATER MAIN. ALL WATERMAIN FITTINGS REQUIRE MEGALUG BRAND RETAINING o� tN FAVQR' GLANDS. N /F E THE VILLAGE AT BUCKLAND COURT - NER / r OW APPLICANT APPLICANT SMH - ,,ry 14 ,o �r LIMITED PARTNERSHIP THE METRO REALTY GROUP, LTD. -°� 6 EXECUTIVE DRIVE THE SOUTH WINDSOR HOUSING AUTHORITY Qa � FL.: 81.3t / ' � � � �'"' SMH t � 4 q � F•: ` tL q�<� t / 1540 SULLIVAN AVENUE INSTALL 2l5' BfN N y pSMH-1 TF:ss.a FARMINGTON, CT 06032 SOUTH WlNDSOR, C7 06024 1x ion , 1F:93.2« FL 7.4t (860) 674-5640 OFFICE (860) 644-3082 OFFICE \\ \\ Y-s �i I z S84'33'S3"W +(MATCH EXIST.) 8 8-25-04 AIJD. GRADES/REV.SANITARY SLOPE KMt (860) 677-6919 FAX ( ) om , I.68a.4 860 648-9486 FAX , \ , 7 8-13-04 GENERAL REVISIONS MHA \ \ , \ 6 3-22-04 PER D.O.T. -LABELING KMI`,o ~ I TALL 11.25' BE I 1, UNLESS OTHERWISE NOTED, EXISTING UTILITY , - ` \ p REVISIONS 1 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-3OOb-20 _ ■ Tel. 860 • ?q 1. R7�,r, - - - INFORMATION- ALL EYlcnNT_ r I IFS SHOT u n 5: f-27-O4 PER TOWN COMMENTS Mue OF THE REGULATIONS OF CnNNECnCI iT STATE AGENn,1E5 = "Mt114 MUM STANDARDS FOR SURVEYS AND MAPS IN - ® Fax 860.291 •8757 PREPARED FOR: SHEET THE STATE OF CONNECTICUT" RIZO AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPMC SCALE �80 � '�Q p ©p u � PD n n� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. � 4 1-15-04 PER TOWN COMMENTS RAM AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 p 20 ,� � � W!J t!''1�1i JUV 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD B 3 12-12-03 PER TOWN COMMENTS MHAjgFr®���� e ,[j�� �i� �r��' j� BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. �� ,��� CONSTRUCTION. 2 12-11-03 ADD OFT. AREA KMI t �' IM3.PRESSION THIS PLAN IS INVALID UNLESS IT BEARS THE f 12-04-03 G£N, REVISIONS KMI civil engineers tanners surveyors DESIGN.•KM/ DRAWiv-KM/ CHECKED; Gas GRADIDMEW TERRACE & DEMUN� STREET IMPRESSION SEAL AND ORIGINAL SIGNATURE 12882 1 inch •- 40 f� � g p yarn OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. ' landscape architects • Cis gpS JOB NO.: 1823 DATE 17/04/43 1 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1823-4B-1.DWG &DUTH WINDSOR, JL NMCTUCUT 168 166 164 162 i 160 158 156 PM STA= PM ELEV = 140.94 154 I K2.0 97.5` VC 152 150 /j / + 148 i / / s / 146 144 + 0 / / / N U >C I/ f 142 / i 140 i 3 / ' O o07 138 134 s 132 130 128 126 DATU% ELEV I, 125.00 YD 10 BERPATCH 1; (0+18/19' R) TF:138.70 � O t in s I MQ.. f m In 68 Ld 6 Y. 03 " °0 A U ti - I 0 / A- O co co U� WN _ Q x op Cp }^- qq � •k. Z t0~MMC�J �Zh O to --o N r{ X O 8£riX -5 >� © d (` od w `n N 1 o X � P 0+ CQ d- LC> dio ° + Zi.� p / 1.18 9 / Lt LL J M Paz Rv �?Zk 7 / � co fff 6ED/vim ' ¢ � to!? j R o� I tA O � HIGH POINT ELEV = - HI +86.1 zz � 2(), PVISTAa +71.15 PV7 ELEV = 159.69 LOW POINT E V= 152.71 V _ - - - OW POINT S A = 5+46.4 P S_(A = 2+38.96 PVI S7A = +25 5 IGH POINT E EV = 153.7 P R ELEV 14�.12 PM = 152.00 HIGH POINT TA = 6+20 A.D. = 6.0 A.p. _ K - 7.D 14.3 PM STA = 6•F50 K - 20.0 } PV1 ELEV = 154.50 120.0' VC I ' rn -,III,r .r \ \ K = 10.0 / n DW PnINT E £V = 143 7 s YD 1 \ -- LOW FUNI cr w> u> v j o �- TF:163.50 \ PM STA = 8+00 / w o t. u? INVa60A0 - PM STA = 1+50 a' .t `o A.D. 9.50 PM ELEV - 147.34 i 0, * \ o too _ 190.0 ' VC A.D. -6.0 N+ 5 j n 1 � 4 h _ 10.6 b p + ri - -G HI 'H-P--Ol 1 60. II j ifi w \ \ _ I HU POINT STA = 11+03.57 U CO CO- --- " 45 LF 15- °J - - PVI ELEV = 147.32 5=25.5x 0 o K= t .00 1 _ J 65.00' VC _ > co � O > \ W w >U + + w y to 9• ir:7�a.W \ -- 1 i I h d INV.149.00to \ a \ GR DE \-EXISTING � lal m tft - \ > w 150 Z-PROPOSED GRADE � • to s " ems• w 30 LF 15` ADS ADS S•`� \• YD5 as-.60% TF:147.50 YD 4 . ' 147 1NV:14 . STA.:5+12 6 CB 1 YD 3 73 -R 1T Y52 25 d __ TF:145. 5 PS}dHt TF:145.50 INV:148.5D �s<a INV:142 15 11+6 8'-R • ®ti INV:142. 5(6"RL) _ - _ . " 4v. LP $ >� 15 i s C9 2 TYPE 'CL o S•. .... "" INV.135.70 1 100 TF:1525 20' 15" AD m 9.0X 0� ...,."."""'-- I 13-CB 8 0.50% 100 LF 18` ADS C8 q S=0.704 70 r 18` AD., 140 CB 3 CB 12 {11+22 12'--L INV:145.50 STA 7+00 '-R TF:144.85 TF:150.64 1NV 141.50 CB 149.03 INV:144.75( 1 '" ) 8" D.f. WATER hfA1N T 138 _ CB 13 INK142.8 1 "IN-YO/QUT ' INV 145.41 "iN-C810) CB 6 YD 7 7F:144.85- INV:141.25 C810- CBtY C TF 4 143.25 I YD6 TF: i45.00 INKi 5.00 TF':145.85 STA.:10+91. 62.3'-R ) 136 INV:138.25 18') 7F:1' 5R) ` k C CB12-CB13 ®1.06X IN :139.50{18) ` 15 ADS 0p� �.qN/ RY � t.25x - CB 5 CB 6-OUT ` �4�N 134 R STA 11+82{1 '-R) �. CB}3-CB8 IN 140.OD(15-) I Sm0.73 190 15 AD INV:141.00(6 ® 0.50X _ CB C84 INV:14O.251 " 132 20 Y5 ADS 9 01 0% STA 11+82(t '-L) TR 143.90 l� 130 0+00 0+50 1+00 1 SO o d x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD 5 4-16-04 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 2/27/04 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO 3 1-27-04 CONSTRUCTION. 2 12-12-03 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 12-4-03 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINE�/SURVEYOR. NO. DATE CB8-12 9 20' IV' ADS 0 1.25% CB 9 - OJT -� 40' 15" S 0 5.00% =W,[)W - d oCN La V1 O Otj ipF 0� rO �I, •, toUUi . ld .-N an r 0 0 !mse•- .MO„ M Ow01O M0 rcr 0 eq `0 V O y tlo' NW V• `Y '^d.O Q'd�'('d to co (O o o t0N � 9 .0o t0 r4C'j In 02 �C 'n ri �N © M- o - ti O 04 di cig 0, 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 A4.1;0 7+00 7+50 8+00 8+50 9+00 -9+50 10+00 10+50 11+00 11+50 12+00 12+50 REVISIONS - - Tel. 860.291 •8757 PLAN/PROFILE: PROPERTY SURVEY/RESURVEY PREPARED FOR: GENERAL REVISIONS RAM ® Fax 860.291 • 8757 GENERAL REVISIONS MHA 40 GRAPJFiI0 SCALE 1 ��� n �NTERBERRY �• H�UYBERRSHEET PER TOWN COMMENTS MHA (U+00-12+59.89) T•1. PER TOWN COMMENTS MHA ro fessi t IN �� , � oai�, inc. ® DESIGN.•KM/ DRAWN.•KM! CHECKED. (GRAND IIE�' GENERAL REVISIONS KM1 1 inch 40 ft. Civil engineers •planners . surv,ayors D. ORS `1l'IEI1�lISL1(�IE I)�IEA�iIt , �� g�j �+ DESCRIPTION BY landscape architects • gis • gps JOB NO.: 1823 DAB:• 11504103 165 South Satellite Road, South Windsor. Connecticut 06074 1 mod..,.,,,.,, .-_ __- - LLrtivr-w __ ..R.,�. •x....e.� - - -_ u�rsrrffvc� ivu: /ts�3 TfSZ3-5-1.DGYG ��tt1l1"!ril �AY1li�3ii��tC➢ll®NMCTIICtj7T PROP. STONE ,/OnVERw OW h Z c CB10 TF:100. INV 97. � 4 SMH-SA � N96 .8800 85 z � N 090 ? o TF: 93.70 a c INV(8"IN):90.0 INV(10OUT):89.50 GRAVEL SCALE: 1 "=40' HORIZ.;1 "= 4' VERT. 1O? CB12 95.0 �\ 15" CONC. FE FL: 94.00.E SANITARY SEWER MANHOLES 2,3,4, 5 AND 5A ALONG THE CROSS COUNTRY SEWER LINE NEED TO HAVE WATERTIGHT COVERS & FRAMES WITH GASKETS AND LOCKING SCREWS. 7 8-25-04 6 4-16-04 zo { a z m SS 1. UNLEOTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ,5 INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PF::OR TO CONSTRUCTION. 4 1/27/04 1-15-04 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 BY A LICENSED LAND SURVEYOR PRIOR TO 12-12-03 12-11-03 CONSTRUCTION. 2 12-04-03 ``' 3. THIS PLAN IS INVALID UNLESS IT BEARS THE q 1 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. ,, NO. DATE 100.50 (15"):97.00 CB6A TF: 99.65 INV(15"):95.35 1NVOW):9b.10 At4�� INV(12"):95.60 N iR=f I4Ps101.9 TF:101.55r INV 89.7 FF:103.00 8 FF:112.75 W POINT - 100.92 LP PVI STA - 9+27.50 PM El EM 012� A.D. - 9.0 180.0' VC C86 Sb+75. TF:1 /55-+-Ug 1 INV. TF:100.50 100. INV 97.50 s RL: 99.25 SAN: 95.25 FND: 99.25 h 10 .0 1I �, iii 101 85 X 35+00 ,_ 16.47' S89-TI 101.75 FF:109.00 FF:118.75 l n RL :105.25 SAN:101.25 FND:105.25 CR 107 107.05 0133 TF:109.00 40.361 INV(15"),1 INV(12) 1 POINT EIEV - 100. pQirii-$i PVI STA 36+00 Ad?.. 7.0 i25.ca' VC LOW 20INT STA - 33+92.9D -'P 32.39- Vt ELEV - 1 D3.66 V K-20. HIGH POINT ELEV - 106.25 u' HIGH PVI S - 34+92-5 0z M A.). - -8.0 M r- t:1 vc E ,> m m I � i - �W + M / m � i T � s M 1 I I - 98 LF 5" ADS N. AIDS N-12 S i°1.75Y. ADS N 12 SbD I- N »12 Sw3 3 ADS I r ✓ / - - - _ - - _ _ _ _ CBf10 I C13 38+57.5 12 -R �� ( I _ 38+ .6(12'-L) -- iNV(16"j97 25 - - - - - - - -� -- --- , J 39 h75(12'- PSMH#5A INV(1 "):97.25 TF:103.90 (31.5'-R) c8#11 PSMH#8 C6#6 37•t-35 6' ft 36•h INV t3"j96, INV(i2"):96, 5 TR96.00 TF:100 TF.37+3.55 INV 1S :9 0� IPi;:89.70 INV(1 "}:97.50 INV( 18"}:98 75 • 155 LF 8" S+0.7x CROSS-COU TRY 158 LF 8" P 5-0.5 CB16A PSMH#7 39+75(2.5'- INV(1�.) 95. TF:102.30 �D2 " INV:9D.80 M INV fi :99.0 CB#1 #11 ( _ 22 LF 15" ADS INVNV(18_ 12"):95. 0 CB#7- 8#6 5-1.1 N YD8W-C812 13 LF 12 S�1.9Y. YD-g iF:108 INV 12 :103.00 YDBW-Y07{:S- 45 LF%r12' S 10.Oi ��JJJI YD-SE TF:102 00 -- INV(12 ):98.50 i 140+00 39+50 GENERAL REVISIONS KMI GENERAL REVISIONS RAM ;VISIONS PER TOWN COMMENTS MHA PER TOWN COMMENTS RAM PER TOWN COMMENTS MHA ADD.DET.BASIN KMI GEN. REVISIONS KMI DESCRIPTION BY 39+00 38+50 38+00 37+50 37+00 36+50 36+00 35+50 35+00 LF N 15" ADS N-12 .1� 4-CH LF N 15 AD$N-1. .75% 34+50 34+00 33+50 33+00 32+50 CIP 0 CB#1 32+QD 3 INV(15"): CB,p 32+ 1" INVf9�,"\. CBI-C82 48 LF N 32+00 31+50 31+00 HIGH POINT ELEV - 125.46 HIGH POINT STA - 30+20.40 PVI STA = 30+50 PVI ELEV : 126.29 A.D. - -10.1 K - 10.0 100.8' VC n �N + N 124 �`- 120 118 116 BLDG, 6 114 112 110 108 106 104 102 100 98 96 I 94 92 90 88 I - 86 84 82 DATUM ELEV { 60.00 30+50 30+00 Tel. Fax $60.291.8757 860.291•875 ammmummm GRAPHIC SCALE PLAN/PROFILE: PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET � 40 0 20 40 8D esign BOYSENBERRY LANE ; -r-7 C§rofessionals, . inc. (30+00-40+00)!`-= �[ .t� �� IN �T DESIGN.• KMI/ DRA WN.° K I G _ :..st ®..�:..es,"� _ ..1�....�«. M CHE1'!fFl1� rRSDIf ° �fi" i111(G`I�L�i7A�Y� �e+►m+lmsr.,T.rc�. S ■ �.• r v• c." •bsa �vvs .� " N�cat �� �cr� iy v surwoyvr-s vviaw 11.i11:r3V'Ad1b��JT ey. 11 lL�.jj",a A uic� 40 f landscape architects • gis • gps JOB NO.: 1823 DATE.• 1012%3 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWNG NO.: 1823 182�j'-6'-1.DWG SOUTH ��]� ammumC®N ' CTRCUT Lt - 9i�'9ll 31L .1 48' LL RL:103.25 SAN: 99.0 1103.25 FF:116.75 FF:107, 00 RL: 99.25 SAN: 95.25 FND: 99.25 FF:112.7, FF:103.0 X� CB12 LOW POINT ELEV a 111.34 LOW POINT STA - 41+41.67 HIGH POINT ELEV = 117.66 PM STA s 41+75 IGH POINT S = 43+34. 2 PVI ELEV 110.92 124 PM STA 43+49.62 A.D. 6.0 PVI LLEV a 119.66 I K 16.7 }1IGH POINT ELEV 111.5 A.D. -13.0 100. ' VC IHi POINT SS7T..AA - . , . _ . _ l K 130. . PVI STA 40+75 122 cv Ii ELEV .. 111.92 - - - - A.D. -9.0 - M K ZO.D 120 � w N � e m EXISTING GRADE • 1 m PRO IOSED GRAD e I 3 114 o I im '�i \ e (i� w Cq \ 112 m _I 110 \ \ 106 I- ` � 0 tQ6 \ \ i CB#13 ^ lsn 1Q4 1 (12'- L TE 1i All \ INV(15'):107.50 I,, \ 102 0� _ e CBfl TF:11 .90 100 IN 1 " :107.25 98 CB#1 CB#14 96 - 94. 92 90 88 86 84. 82 AMY ELEV 8G DD ari 00 N� Neil ^io Nip Nr cv i� N �.p �M .-�j .-M Nm .-� ,A� Q;� tph c W n� 44+00 43+50 43+00 42+50 42+00 41+50 41+00 40+50 40+00 15„ 25 CONC. FE �R,9 p0 Hp'g8 ,r �o j� 0, r ^ F CE CB17 FF: 97.50 ® 9>S FF:107.25 7 SETTUNG BASIN RL: 93.75 BOTTOMEL.88.25 ;', sg2s X jog t5 SAN: 89.75 --- --- X FND:93.75 15 X 1 5, HP:106.25 M A.D. 5.5 ' m 111. VC - N tD v + Vi ----- -------f... 7111 al p d n W M ,A - , m --- 725 t2 S.088 ADS N 42 AD5 102 L F 1 le N-12 N•-12 -1.09 50+75(20' L) TF:98. INV 12"):9 OD YD-7W 5 L 7, C8#Is CB¢1 A - 52+03. 1 -L 52+ 3. 12'-R IF7- :98.50 CB-17A TF96.85 INV(12"):9Ei 00 53-74.5(12' R) INV(15"):93. 0 INV( 5"):91,85 C1101 12'-! INV(15'):93. 5 i5 CB�p15 NV{i2`- . O 51 t 00(12'-L INV(15"):92. 5 - • 9:5b INV(15"): 94. 0 - C6017 - RtV02"j 53+74.52(1 -L) CB16-CB16A CB16 -15" CONC. IT 94t675(12'- INV(15"):93. 0 22LF 15 AO 3OLF 15" RCP -^ N-12 Sm7.9 Sm6.1 . INV(15"):95. 5 1NV(12" :95. D / p y CB17-CB17A 22'-15" AD 086A-15 CONC. FE C66-CB6A • 5 LF-15"A S S=0.881 N-12 S-3.3 :ram-,(022 �OMi O� g 00 Un V+O MN �O tn� O,h O>tp Old �� O�h �rN_ O, Otn CO NpD tAN Ntp MO IM^ 00 atM N� triN �� cDg o Nro N "pl t0 N•d Co C7 v= N M <t ,. cc .Art GA 0> . CA w a- A^ m �Y w . t•n rn� .-... rnm �� rnm rnrn 0 ° rn� w00 rn � m rn� rno __..-_..- co a rn T NOTES: 1. THIS PROPERTY LINE IS AS PER VOL 190 PG 330 OF THE SOUTH WINDSOR LAND RECORDS. 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON 3. HORIZONTAL DATUM IS BASED ON NAD '83. 4. PARCEL MAY BE SUBJECT TO CERTAIN WATER RIGHTS AS PER VOL. 27 PG 500 OF THE SOUTH mmmnzna rn 1 bmn aGnpc -. ... .....v OR L,•..v 5. PORTION OF PROPERTY IN FLOOD ZONE AE - SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR FLOOD, BASE FLOOD ELEVATIONS DETERMINED; PORTION OF PROPERTY IN FLOOD ZONE X - AREAS OF 500-YEAR FLOOD, AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN i SQUARE MILE, AND AREAS PROJECTED BY LEVEES FROM 100-YEAR FLOOD; AND PORTION OF PROPERTY LOCATED IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. FLOOD ZONES TAKEN FROM FIRM COMMUNITY PANEL 090036 0007 D AND 090036 0006 D MAP REVISED FEB. 23, 2001. 6. THIS MAP IS DEPENDENT ON THE MAP OF SHEET #2 OF THESE PLANS. 7. PROPERTY MAY BE SUBJECT TO A RIGHT OF WAY AS PER VOL 37`PG 383 OF THE SOUTH WINDSOR LAND RECORDS. 8. WETLANDS "FLAGGED" BY SOIL SCIENTIST, JOHN IANNI OF HIGHLAND SOILS, INC. ON 7-9-03 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. . 9. VERTICALDATUM DATUM 1S BASED ON NAVD '88. 10. A 4 FOOT FENCE MUST BE INSTALLED ALONG THE TOP OF ALL WALLS PROPOSED GREATER THAN 4' IN HEIGHT. 11. DURING CONSTRUCTION, 12" GRAVEL CHECK DAMS ARE TO BE PLACED BETWEEN THE FOUNDATIONS, AS DEPICTED, AND IN ALL AREAS SUBJECT TO CONCENTRATED RUNOFF. MAP REFERENCES: 1. PROPERTY OF PETER KARMAZYN HO NO, 432 BUCKLAND RD. SOUTH WINDSOR CONNECTICUT SCALE 1"=40' DATE AUG., 1970 BY W.M. ALFORD. 2. RECONSTRUCTION OF BUCKLAND ROAD AS -BUILT - STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION - PROJ. NO. 132-100 SHEET 55A & 58 OF 140 - SCALE 1"=40', 1991, REV. 10-30-95 BY SANDS E. AESCHLIMAN. 3. RESURVEY PROPERTY SURVEY - RESUBDIVISION MAP PREPARED FOR VILLAGE AT SOUTH WINDSOR BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT - SCALE 1"=100' DATE 9-2-98 REV TO 10-20-98 SHEET 4 OF 9 BY DESIGN PROFESSIONALS, INC. 4. GRANDVIEW TERRACE RESUBDIVISION DEMING STREET & FELT ROAD. SOUTH WINDSOR, CT DATE: JAN. 26, 91 REV. TO 10-15-91, SCALE 1"=40' SHEET 2 OF 7 PLOT PLAN BY TORRES ENGINEERING, INC. 5. PLOT PLAN - THE NEW CALVARY CHURCH DEMING STREET SOUTH 'WINDSOR, CONN. APPLICANT CALVARY CHURCH 647 MIDDLE TURNPIKE EAST - MANCHESTER, CONN. 8-21-81 REV. TO 9-14-82 1"=40' SHEETS 2, 3, & 4 OF 8 BY FUSS & O'NIELL. LEGEND 0 IRON PIN FOUND o MONUMENT FOUND too _ _ EXISTING CONTOUR . PROPOSED CONTOUR X 287.3 PROPOSED SPOT GRADE A A LIMIT OF INLAND WETLANDS — . — LIMIT OF 80' REGULATED UPLAND REVIEW AREA ��.. SILT FENCE iJ HAY BALES TEMP. SEDIMENT BASIN (SEE DETAIL) SOILS LEGEND: TsA TISBURY SILT LOAM 0-5% NaB NARRAGANSETT SILT LOAM 2-8% NaC NARRAGANSETT SILT LOAM 8-15% EsB ENFIELD SILT LOAM 3--8% N/1= A 11r\ r nI IRT A \ THE VIGE AT bUUKL/-M\4U LIMITED PARTNERSHIP�vv 1` .............---..... �.... ft f � \ s'� , X t3q.6� � r l / OBSERVATION PIT 1 \ , , DEPTH SOILS DESCRIPTION - 0"-1-4 SILTY LOAM _ PARK BROWN 14"-30" SOME WHAT COMPACT BROWN SILTY LOAM 30"-38" TAN SILTY LOAM 38"-12' RED SILTY SAND \ \ t fJ ♦ rrl `q: DEPTH 70 LEDGE N/A DEPTH TO WATER W/SEEPAGE POURING IN 0 38" DEPTH TO MOTTLING, GRAY MOTTLES Q 28-30 /ORANGE MOTTLES 0 \ , ROOTS TO 14" \ , OBSERVATION PIT 2 DEPTH SOILS DESCRIPTION 0"--8" TOPSOIL 8"-22" TAN SILTY LOAM(VERY FINE) 22"— RED SANDY SILT DEPTH TO LEDGE N/A DEPTH TO WATER: SEEPAGE 0 MOTTLING DEPTH TO MOTTLING 22" OBSERVATION PIT 3 DEPTH SOILS DESCRIPTION 0"-12" TOPSOIL 12"-18" TAN SILTY LOAM (W/MOTTLES) 27"-36" GRAY SILTY LOAM 36"-10' RED SILTY SAND DEPTH TO LEDGE N/A DEPTH TO WATER SEEPAGE 0 MOTTLING 34"-36" DEPTH TO MOTTLING OBSERVATION PIT 5 DEPTH SOILS DESCRIPTION 0"-4" TOPSOIL 4"-20" SILTY LOAM 20"-30" GRAY SILTY LOAM 30"-36" RED -- MOTTLED STRONG SAND 36"-11' RED -- VERY STRONG SILTY SAND DEPTH TO LEDGE 10'-11' DEPTH '10 WATER SEEPAGE IN ® 36" DEPTH TO MOTTLING 30" \ 5 N /F of , 001vory , the As � taa.et X145.', \ 14S i ,\ X1, 0 ,qb / OBSERVATION PIT 6 DEPTH SOILS DESCRIPTION 00--7" TOPSOIL 7"-20" TAN SILTY LOAM I 20"-31" REDDISH BROWN SANDY LOAM — COMPACT 31 "-11' RED SILTY SANDY LOAM (NOT COMPACT) I O , DEPTH TO LEDGE 11" ! / DEPTH TO WATER SEEPAGE @ 11' DEPTH TO MOTTLING 20" t � �r� �. w.M,wrr�.� w� �r ..�..rrrw,�r �,.. ter. wrwrw...ww...w .r, ,��. �..i.w. rr �w wr..ww�..www�•+ .ww .�...w.w.� wr. �� �� \� 1 \ DEMING S'TREEET DETAIL OF TEMPORARY SILTATION BASIN OUTLET (SIZE TEMPORARY BASINS TO PROVIDE A MINIMUM OF 134 CY OF STORAGE VOLUME PER ACRE OF DRAINAGE AREA) o u u 'n 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. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO REVISIONS 4' 2/27/04 GENERAL REVISIONS MHA T-27-04 PER TOWN COMMENTS MHA 1 2 12-12-03 REV. PER TOWN COMMENTS KMI CONSTRUCTION. 3.-THIS-PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. t 12-4-03 GENERAL REVISIONS MHA NO: DATE DESCRIPTION BY WRAP GRATING FILTER FABRIC-7 6" RISER _ _ _� _ (SLOTTED PIPE) � _ `� -- I I TO BE 1MRAAE'L'0 MATH 2 LAYERS OF IAKtAfl FABRIC` SF CUM VM &AMA OF suluAR MaH CB PEA STONES LSED MENT AROUND PIPE BASIN DETAIL SEDIMENT BASIN ADJACENT TO CATCH BASIN THIS PLAN IS FOR SEDIMENTATION AND EROSION CONTROL ONLY, AND IS NOT TO BE USED FOR UTILITIES CONSTRUCTION. I/> oI O u , , ! 1 I r r GRAPHIC SCALE - ------- \---ANTI TRACKING PAD 6"N2" STONE OVER " FILTER FABRIC ZOP'•�5�:�5° �0 W PLC � SEO RE'lA\O+gY p1NE\t�l PR°Par °ES\G��k1y �jO yx90 `SEE e�0'\E or" seoit0�; ;52 p0 q 0 SOP• �,• �5 '0 GR (Gp0 P SpS SHEET (W FEET) ! ~ DESIGN.•KM/ DRAWN.• _ 1 S IIIf KM! CHECKED.• GBS 0 1w & mfIMNX171TTG'111(T nrilulmTm A o%im ^ Tr*"". � _�_ l� C i MnGh = 40 ft. ... . .. . .. ..... .... - r..�......,..� a �...... a y xa. -- - - - va+ao".vq uy V mu, V V A �:s11� I1d til�ilG �` 1LY1l` �1Yll lid QIr ��ll �' lteiii �l landscape architects • gis • gps �/08 NO.: 1823 DATE.• 11104103 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1823-9A-1.DWG SOUTH WINDSORL r ' I Tel. 860.291 •8755 Fax tc%_ ® � ax $60.291.8757 p e ssig�'i ER0800H CONTROL PLAN rofassinnals ir�C___1 �• � r %rFrrnl\��� yKU� if /�C1i�"'1 PREPARED FOR: BR Y A C:L �'CH .II ,v,c L vlly U. STEIN NOTES: / / � \ _ ( 1 1. THIS PROPERTY LINE IS AS PER VOL 190 PG 330 OF THE SOUTH WINDSOR LAND RECORDS. \ 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON . HORIZONTAL DATUM IS BASED ON NAD '83. � __---- 4. PARCEL MAY BE SUBJECT TO CERTAIN WATER RIGHTS AS PER VOL. 27 PG 500 OF THE SOUTH WINDSOR LAND RECORDS. 1 / 5. PORTION OF PRONLtzTY IN FLOOD ZONE AE -SPECIAL FLOOD HAZARD AREAS EXIST. , // / FENCE INUNDATED BY 100-YEAR FLOOD, BASE FLOOD ELEVATIONS DETERMINED; PORTION OF PROPERTY IN FLOOD ZONE X - AREAS OF 500-YEAR FLOOD, / AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT oo , OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, AND ' AREAS PROJECTED BY LEVEES FROM 100-YEAR FLOOD; AND PORTION OF PROPERTY LOCATED IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. / N/F� T ` -- FLOOD ZONES TAKEN FROM FIRM COMMUNITY PANEL 090036 0007 D AND --- "--- ~""� M:�,LYSZC ERESA 090036 0006 D MAP REVISED FEB. 23, 2001. 1' MARIA I.P. IV _ _------" I zYC�(I 6. THIS MAP IS DEPENDENT ON THE MAP OF SHEET #2 OF THESE PLANS. ' I •` 7. PROPERTY MAY BE SUBJECT TO A RIGHT OF WAY AS PER VOL 37 PG 383 1 ' OF THE SOUTH WINDSOR LAND RECORDS. •` 8. WETLANDS "FLAGGED" BY SOIL SCIENTIST, JOHN IANNI OF HIGHLAND SOILS, INC. r 2ZwF 16 15 . ON 7-9-03 AND FIELD LOCATED BY DESIGN PROFESSIONALS,- INC. W 20 I'?F''19 WF 17 21 I / / �. 9. VERTICAL DATUM IS BASED ON NAVD '88. I.�•. 10. A 4 FOOT FENCE MUST BE INSTALLED ALONG THE TOP OF ALL WALLS WF 23 �` PROPOSED GREATER THAN 4' IN HEIGHT. f {A i✓ f i A710N 0.51t ^ ./- • • ....50.. . �� ' 1 _ 5 SWALE Ste; 8E0 �OMPC710N°N o>:rAlLj s .74 ,. X '89.2 9Q t5" C 2s' w> 13•• 11. DURING CONSTRUCTION, 12" GRAVEL CHECK DAMS ARE TO BE PLACED A sac +xctuoE I / FL: 9GAOo e�F BETWEEN THE FOUNDATIONS, AS DEPICTED, AND IN ALL AREAS SUBJECT TO ° `-- ao eY VOLuMe / FFR --- CONCENTRATED RUNOFF. \ / ® / \ / 98 , ' / 9.5,p \ 9�i�I DENNIS C, NSF - � ♦ o Sy SHARON E. PLATT s,P2s �' 98.5 B 6A 1 �{ T WF' 67 / / B • ® I 4. F o , X 7•$ WF V .6 f2 Q / LIM1i OF 100 YEAR WF 27 ' / �'� h 88.9 +� - / j FLOW (sue No, ems) / I ? . / 7 .97.1s ` c61 � � �,�1 I ( � DD I .c 5 88�.\' '�' 1 ' � g9• O t 7fi: 96.ss t 1 29 j BOTTOM �\ S �`% > F.109 `ZfJ INV(6"):9 .3 `' 10)K91.84 + t X EL:88.25 \ i + 84,$ i� / WF 32A AREA:3500 SF ..' , , r LIMITS OF ' WF 3 ` �;' / �^ sk X �08.75 RG :9 .7 1 ` ,� 9 •6C %. I o I V464 80 UPLAND / ... y1f / �� REVIEW AREA � }., �• �`•�� of ++ a ` ` / /� WF , ! ♦ , ,`�,�� , ' I to , i a9 2 ag O ' r� } ! wF 9 " sTREAMBED + 1 % _ I l o z g i Wl` 98. 6 ♦♦ WF 6 / / / -�,,-OPpN`wg9� f , �56: 3 ^ X99.032 Al I ` ♦' / of so5.0 ��` d„': s'` y�I6s- r , i 1 v( s ais I I 92.64 38 ,o OP.�i " CONt ; FE \ +t i LO L. + � I 4je I I ♦` 'r / / wr 39 / ,, "I "- „ .+..r 65 i'� t , � •58 /61 / '' � // /,--••.... H 01.9 Yo�7w _ _ + �r � ST. FENE (>'IzoPos£00� v , . ` J ,♦ ,0�3 Q� �! ` - ----- --- �.soo.F.. 'No PLOW 1 / ^ STORAGE) �; // % . ' *►��� +0 6 ', 104 � � EM4 g I ' • , ' � WF"60 � �,-�� ': , IN •: 9 0.50 �`'059) 0 l 94 y 104 L� 1Q ♦ � � � 7 • "^•-... . jj��jj�-j / I I j ♦ 1 % a 10 x + Ld 'l co5.6 // ♦ li X1o2. 0_5 X , FF- 103.Da s - �, ♦ - 39A / / WP �`0� J �. ! ' 10 . 0 95 03 05 06 - - 4 CONC. :1 1.2 ♦ ( S, 8 FF:1T2.75 tot s5 1 s �--• ttti �,�, ¢�° ° e k > �� � stoewA t I I it� I _ �p1 • / /' /' % �P Q` �c°�*�S°'1 V('t8" 96. I t - ttt� WF 59 1d0 X 112.25 .. ?0 5 _ �704• r s.7 / �oofl , , ' uMITs of, 80' uPI AN ;''co [ - ' A ', ' 5 / / 4 REVIEW ARE ' I , b80,' O phI RL:99.25 5 QA 104.7 X - r5' 105 , 5 3.7 ' o , SAN: 95.25 _ _ _ X8 I. / ' ' �N 6_1N7 0.0 '' Z 0 B FND:99.75' --� r b' �F:�()9 0D- _ o Hfi 4 ' _./INSTALLF:11 .0 o 106 - $_75CHE I I i DM42 , . o� � I` r► (� � 1 - _ - '� - fps � 39. 0 , , JOB 1 _ i i 1 , ,' oQ ' , • _ _ to 118 &L_ 105.25 5. l06 WF 3 44 ,' r`�h°I' DEWA�K 8w r r FND 105.25 106. po�5o°' TOPSOfiw . - - - - - - - - - 8 57 5 , ENCE Notes' 1Q4 " -- - _ �$ .8 / , „/ i CBf2 - ~' •- ".��^ \ `♦10 .4 t 5 • /„ �?' p'�°1.1 �` D'i I 10 , �G , - ♦ : t 83�90 _ Q 11.5 p _ X \ , ' V 12 �: 88 0, � 0 (`i ' 1? �t3 6� ` x ♦ \ `•..+r I / / ' i � I' Oil .,"�► � 10 - 1jL15 F:1 9 ' 11 ._.. � O .-.•-- -! �1 � . 1' ,15^ CONC.Fe .' �,r'�"/ ,' ~� �� BUFFE , - ' 0� % rw XH1 jI0 - \\ ` x .86 % / FL 88.15 , � ��R i i \ WP i ,' 6 � B / � /.���� ..... , . ` -- � �/� it � �t �.y. � /�-- "`. ��''~ d10 09, ' SbA �� �� �, - ` - - ` !,, - �. '--/ „" .• ;,r p.. � 1 70 , ♦ x o t v \2^)'104.75 M(LDRED S �t7 S- SN , \ & KENNETH ' - ' ' S IF N -.�� � , �� "lt .1 117,28 ♦ ♦ \ \ � . 51MLE N V 1 :1�.�" .C. ��£ 11� HP:117.66 x 40 R �. THE VILLAGE �F .ExiSr. FENCE `^ . - -� .. �'Z x 113 3 •r. 116.84 Q'♦, Xt13�6 2 / AT BUCKLAND x�5.52 X$5,/ >` LIMITED PARTNERCOUR7� . ,1Qd� ,� `' -,-�` _ - - - - - - x . o ^713.�o , '� , ♦ ♦ ♦ , ..� ... ... .... 116.4 t 15.`2 174. ♦ tt9g(00 / (PROPOp fOXC I- - - , / _ - ^- ` ` - 1 6:29 r j°° ✓ss.� / I SOILS LEGEND. FLoon r • _ , '-, 116 / WwA WINOOSKI SILT LOAM 0--3% MgC MANCHESTER GRAVELLY SANDY LOAM 3--9 5% AfB , !"' g c _ _Wm"_ // �I SbA SACO SILT LOAM 0-3% EsB ENFIELD SILT LOAM 3-8% 11a AfB AG�,WAM FINE SANDY LOAM 3-8% •--�- -'1` $� �L_Z-' / , ' ,'� I 1 306 EDORTHENTS I.IRBAN LAND COMPLEX 9 0y '` �/' i I I t 25= GONS,MUCTION ENTRANCE ?AD "BUS` g"N2" STONE ON FitSFR FABRIC X. GIRAG£ ' ' a I I , LEGEND S. Y. I c� TO BE RA2£O) MAP REFERENCES: ` WRAP GRATING 0 IRON PIN FOUND 7 ' 1~ ��' --- --- ,' ,I 10' S. 1. PROPERTY OF PETER KARMAZYN HO NO. 432 BUCKLAND RD. SOUTH 'w. A'DSOR FILTER FABRIC% El MONUMENT � I STINGC FOUND ' (� ` � CONNECTICUT SCALE 1"=40' DATE AUG., 1970 BY W.M. ALFORD. � '�., ` r-- � --� „�.-- _ __ 3r flo _ _ EXISTING CONTOUR � n � I f Ate' , I mW vi3SInUCT'ION OF BUCKLAND ROAD AS -BUILT - STATE OF CONNECTICUT, ,> ''' "t_5�" PROPOSED CONTOUR r4 g 9 DEPARTMENT �OF TRANSPORTATION - PROJ. N0. 132-100 SHEET 58 OF 140 - 6 RISER n�` " �I I x 287.3 PROPOSED SPOT GRADE I I s J - �5 SCALE 1 =40, 1991, REV. 10-30-95 BY SANDS E. AESCHLtMAN. (SLOTTED PIPE) ` I ( I LIMIT OF INLAND WETLANDS PROP. 4 BIT.W TO BE WAPP£0 IAtltf 2 LAYM OF UIMM FA9RlC I , 3. RESURVEY PROPERTY SURVEY - RESUBDIVISION MAP PREPARED FOR VILLAGE AT I I - LIMIT OF 80 REGULATED UPLAND $ SOUTH WINDSOR BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT - SCALE 1"=100' AR + tx �- -- -L- CB I REVIEW AREA L.P DATE 9-2-98 REV TO 10-20-98 SHEET 4 OF 9 BY DESIGN PROFESSIONALS, INC. I I "11t.o.M* SILT FENCE I ,� �� NP• `� x 4.2s $„ V / 1 5 CS--19 4. GRANDVIEW TERRACE RESUBDIVISION DEMING STREET & FELT ROAD SOUTH WINDSOR, CT TEMP. DATE: JAN. 26, 91 REV. TO 10-15-91, SCALE 1"=40' SHEET 2 OF 7 PLUT PLAN BY 3/8 PEA STONE Li HAY BALES � SEDIMENT TEMP. SEDIMENT BASIN I Ft r N 70RRES ENGINEERING, INC. AROUND PIPE BASIN I A � (SEE DETAIL) ' ~ ' TI-•jE VILLAGE /F 5. PLOT PLAN -THE NEW CALVARY CHURCH DEMING STREET SOUTH WINDSOR, CONN. APPLICANT DETAIL SEDIMENT BASIN 0=� �. _� - - = = ='� A T BUCKLAND CALVARY CHURCH 647 MIDDLE TURNPIKE EAST - MANCHESTER, CONN. 8-21-81 REV. TO 9-14-82 __l ' LIMITED COURT 1"=40' SHEETS 2, 3, & 4 OF 8 BY FUSS & O'NIELL. ADJACENT TO CATCH BASIN PARTNERSHIP � �� 0 o a 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS r� Tel. 860.291 • 8755 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 8/13/04 GENERAL REVISIONS MHA ""� PS ���� 'S ��� ® Fax � A (� �a, PREPARED F m INFORMATION. ALL EXISTING UTILITIES SHOULD SEDIMENTATION AND GRAPHIC SCALE 860.291.8757 �JLrtl✓JEliM1t� OR. SHEET BE FIELD VERIFIED PRIOR TO CONSTRUCTION. � a 2/27/04 GENERAL REVISIONS MHA 2• ALL UTILITLICENSED ARE TO BE STAKED IN THE FIELD ROSION CONTROL ON�.Y AND IS NOT TO � 0 20 � � )esign • at ��*00� `��NU ll�ILrJL pL�M ER R Y �� TCII 3 1-27-04 PER TOWN COMMENTS MHA I r0 essional in� t!'lN 8Y A LICENSED LAND SURVEYOR PRIOR TO � w CONSTRUCTION. 2 12-12-03 REV. PER TOWN COMMENTS KMI BE USED ® FOR UTILITIES CON ` .�, RUCTION ` � FEET , ® DESIGN. KM/ DRAW. KM/ 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 t2-04-03 GEN. REVISIONS KMI CONSTRUCTION, civil engineers t CHECKED.• GBS 911 IMPRESSION SEAL AND ORIGINAL SIGNATURE i inch = 40 t 6Y g planners +surveyors Q7rRANDVREW TE+�g]�gAC & DEMUNG STREET OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY landscape architects • gis • gps /09 NO.: 1823 DATE. 11/04103 1�1� 165 South Satellite Road, South Windsor, Connecticut 06074 /WPALWAir_ Ain. Inn? nn V1t"%\TTft0l ••• ••,....,v =rv.: �oL.7- yl3-'/.UYYI� Uri VJ 111t7L \Y1Y 1Ld�i1Ll'aill5l'1i�9 Q✓UNfq]SC 1L XlV 1l ' I/ $ '"I,/ SEDIMENTATION AND EROSION C:nNTROL NARRATiVF 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED, 2. 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. 3. 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, 4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE 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. 6. ANiT-TRACKING APRON SHALL 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. 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 8. AREAS TO BE LLFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMi'O :ARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERRENIAL RYEGRASS 1.0# / 1000 S.F. 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION iF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR. THE PROPER LOCAL TOWN AGENT. 11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME W CONTACT WITH THE GROUND. 12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. ESTIMATED START DATE FO^ CONSTRUCTION - SUMMER 2004 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2005 Construction Sequence 1. Coordinate ail work with Town of South Windsor staff. 2. Install tree protection for trees to be saved, 3. Install erosion control measures. Contact Town for inspection. 4. Remove and store existing trees to be saved from areas to be disturbed. 5. Locate all existing utilities and take necessary measures to insure adequate protection of , ,,istinci utilities during construction. 6. Clear and grub detention basin and water quality swales. Strip topsoil, excavate and grade. Install topsoil, seed and stabilize. The water quality swales shall be stabilized prior to any discharge of surface water. 7. Install berms and outlet pipes for temporary siltation basins. 8. Start stripping of site topsoil. Create temporary swales to divert runoff from disturbed areas to temporary siltation basins. Swales to be created by either excavation or creation of berms or a combination of both. 9. Throughout the construction process, topsoil berms and excavated swales are to be used for the control of stormwater runoff, These berms and swales will be temporary in nature and will need to be established, maintained, moved, and removed at multiple locations throughout the site as construction conditions warrant. 10. Clear and grub roadway areas. Strip topsoil and stockpile. Encircle topsoil stockpiles with silt fence. 11. Begin construction of underground utilities, including sanitary sewer and drainage. 12. As drainage structures are completed and roadway areas graded to final zaubgrade elevations, install temporary sediment basins at the catch basins and divert surface flow to these basins. 13. install base and compact. 'Ed Loom an,.' seed .11,.i...r....J i� . .. , oom MNY seed disturbed areas to grow CIS soon as practical during the construction process. 15. Begin construction of individual buildings. Work to proceed as follows: a) Strip topsail stockpile in berm(s) downslope of disturbed area; use topsoil berm(s) to control runoff from building and parking areas. b) Grade areas, install fill as required, inst-ill foundation, and grade to driveway sub -grade. C) r nstall utilities. d) Loam and seed sidesiopes and disturbed areas a�s soon as practical during the construction process. e) Construct building. f) install pavement for driveways, concrete walks, etc. 16. Any catch basins used to transport stormwater shall be suitably protected with appropriate erosion control measures. 17. All slopes and areas disturbed by construction shall be graded smooth and 4 inches of topsoil applied. The areas shall then be seeded or sodd,:.n, fertilized, mulched, watered, and maintained until hardy grass growth is established in all areas. All earthen areas will be grassed except as shown on the landscaping plan. 18. Reestablish all non -vegetated areas in accordance with Permanent Erosion Control requirements. 19. The first course of pavement to be Installed as early as possible during the construction process. 20. Maintain all existing erosion controls throughout the construction process, and add additional measures as conditions warrant. 21. Install landscape plants. 22. Final cleaning of erosion and sedlmentation controls and storm drain structures. 23. Remove tree protection and temporary erosion and sedlmentc ' m controls. zo I� x 1. UNLESS OTHERWISE NOTED, EXISTING UTILI I "T z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD rn 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. 4 13/161 GENERAL NOTES: STANDARD PREC1 CONCRETE UNI'I 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) 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 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 SOUTH 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 ROADWAY AND 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 814A", 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. STRAW BALE 1. EXCAVATE A TRENCH 4" DEEP AND THE V40TH OF A4111 2. PLACE AND STAKE STRAW STRAW BALE. lI BALES, TWO STAKES PER BALE. "' i II i IS (y BINDING WIRE OR TWINE o PACKED STRAW 0 PLAN VIEW COMPACTED BACKFIH 4. BACKFILL AND COMPACT 3. WEDGE LOOSE STRAW E ( THE EXCAVATED SOIL AS BETWEEN BALES TO CREATE 1 1f i S 1/ SHOWN ON THE UPHILL SIDE A CONTINUOUS BARRIER. 1 1 1S Illi ) OF THE BARRIER TO PRE- III' I S 1 VENT PIPING. I 1141111117111 =11HNNII BOTTOM OF DRAINAGE WAY j PLAN VIEW A , MOVIN 1 <Li..LF13 � r BE HIGHER THAN ELEVATION AT CROSS SECTION POINT B. BALED HAY BR STRAW INSTALLATION N.T.S. FLAW 7 r1 too 4'-0' SECTION A -A 10 13/16" FINISHED GRADE -\ 5" -8 3/8" , 4 13/16" � 1 I I- +-\ - \TI 1 3" MIN - i -� BRICK LEVELERS 00Ti `j7 ` t a V-8 3 8' a=No=• 2 7 13/16"F_ 3'-0" t�- 4'-4" CLASS 'C' CONCRETE OR PRECAST UNIT SECTION B-B m 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 A HEIGHT OF STRUCTURE EXCEEDS 8 FEEET. r o p 3. IN SANDY SOILS APPLY DAMP- PROOFING ON ALL FOUR WALLS. rE�mr o o 4. RED BRICK NOT TO BE USED. 5. WHERE'- PRECAST CONCRETE UNIT IS USED FOR SUiAP THE TOP OF THE UNIT SHALL BE AT LEAST ` 6" BELOW THE BOTTOM OF THE P"---- S' 4" PIPE OUTLET FROM THE CATCH M BASiN. 6. WHERE MASONARY CONCRETE UNITS PLAN ARE USED VALL VIEW PERMITTED.CORBELLING MAX. CORBEL TOBBE 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. TYPE 'C---L' CAT(."#H BASIN not to scale STORM SEWER STRUCTURE -'�- FLOW V47H TWO 2"u2"x3' IN EACH BALE M i, o-,n PON1 � .i► * is � ■ '► w �. ANANGLE POSTS 1. SET POSTS AND 5' GLE O EXCAVATE A 6NS' TRENCH UPSFOR STABILITY POST UPSLOPE FROM POSTS, AND SELF- FENCING CLEANING. 12" MIN. 3. ATTACH FILTER FABRIC TO THE WOODEN POSTS AND EXTEND IT INTO THE TRENCH SEEDiNGSEEDiNG S HEDULi= SEE 1 AAIr%11^AMIAIA PLAN e-n,� .gee e_n114v��,P%T-NVV PLAN FOR AREAS TO BE. PLANTED AS LAWN AND AREAS TO BE PLANTED AS CONSERVATION AREAS 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 CROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SQ. FT. PERMANENT VEGETATION COVER (LAWN AREAS ONLY) SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 1 2. STAPLE THE SiLT FENCING TO THE END OF THE POST 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL C� ADJUST TO GRADE WITH COURSES SEE CAST IRON MANHOLE OF CONC. BRICK OR CONC. GRADING RINGS FRAME &COVER DETAIL 2 (SEE NOTE 1) o z F--- ->>< VARIES 6' TO 12' �}'-Q• MANHOLE STEP •� 1. ' TYP, ; (SEE STANDARD DETAIL) CLASS 'C' CONCRETE :; OR PRECAST UNIT SEE JOINT DETAIL (BELOW) ,3', OR 4' RISER 48 D000 SECTION AS REQUIRED r` BI�T1U'F�MA�STIC FOR DETAILS, SEE '' DRMP'PRODFING V-0• ELASTOMERIC COUPLING . T JOINT MIN. AND FLEXIBLE TO JOINT 01313 00 1313 El 13 0 ©� 6" CT D.O.T. 2" STONE TO BE PLACED C] © 13 -OVER FILTER FABRIC MATERIAL Z 000 00 131313 1313 SEE SEDIMENT AND EROSION 1� 13 013 13 0 SHEET FOR PAVEMENT WIDTHS 1313 El 13131 1313 13 1313 0013 00 000 Bra 1300 1300 Lam... EDGE OF PAVEMENT 3 6 THRU STREET ANTi--TRACKING APRON N.T.S. BIT. CURB 15' VARIII >i 5 TO SEPTEMBER 1 _ _ 4' USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 457o TOOLED JOINTS WITH•7:±�- ~--1Td-PFE1ORMED 1 /4' RADIUS TO❑L EXPANSION JOINT MTL CREEPINGt(tU FESCUE 4.5% PERENNIAL RYEGRASS 10% RIGHT OF war APPLY 1 POUND PER 1 000 SQ FT OR 45 PO UNDS 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. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 STREET LINE R.a W. 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. a VARIES 4' MEET TOP OF CURB, OR EDGE OF 60 6r,\41 s INFILTRATION SWALES RAT1Q, PAVEMENT IF NO CURB EXISTS 1/4.11' 311 MAX. 1/2'IS' RESIDENTIAL TALL FESCUE "K-31" 25 BIT. CURB -:,;;�.El.n; REDTOP (STREEKER, COMMON) 2 PERENIAL RYE GRASS �- 15 TOPSOIL &SEED 4' TOPSOIL & S E r MATCH EXISTING GROUND SEEDING RATE TO BE 5.0 LBS PER 1,000 S.F. EI' PROCESSED OR BANK RUN GRAVEL SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER i OREM501.1.DATION OF M2.06 GRADING B 5' CONC. SIDEWALK CONSERVATION/WILDLIFE MIXF (S' CONC. AT DRIVES WITH 6'XG'XIO/10 WIREMESH) AS SUPPLIED BY NEW ENGLAND WETLAND PLANTS, INC. OR APPROVED EQUAL CONSISTS OF THE FOLLOWINGI LITTLE BLUESTEM, BIG BLUESTEM, SWITCHGRASS, DEERTONGUE, FLEX zFnr_,E- PENNSYLVAKITA Q,%MADTI.,C'CT1 f'AAIA'nA ..TI �, NOT To SCALE A- vlln1.11"GL, MM W i,%,M1YIJ1L1J-MTG, PARTRIDGE PIA, ANNUAL SUNFLOWER, CUP -PLANT, NODDING BURMARIGOLD, SHOWY TICK -TREFOIL, OX-EYE SUNFLOWER, AND BUTTERFLY TYPICAL CONCRETE SIDEWALK DETAIL MILKWEED. (BUCKLAND ROAD FRONTAGE) 6' TO 12' BELLOWLGRADE STEEL 2 DEGREES MAX. - ROUND RUBBER GASKET JOINT SPIGOT G BELL REINF. GASKET JOINT COLD APPLIED BITUMINOUS SEALER ALTERNATE JOINT 24' OW/ OPQiNO B B MANHOLE SLEEVE :•' . _ FLOW a 0 /4 PIPE LD 000II00 CLASS 'A' CONCRETE OR BRICK MASONRY SELF-CLEANING INVERT CLASS 'A' CONC GRADE o° o °oo °O o0 OF FLOW 6" MIN. 'T-WYE! _ FLaW 00000 SEOGN A -A 6.0 .E ::4 • IWOER•T EL. - 4• XUN .'�s - •' • • .••: 1 ' ••w .•t FRAME & CRATE TO BE- L1 BARON E 1?1ATE •'��• r 6 M FOUNDRY MODEL LAW264 OR APPROVED EQUAL MAX or M COURT OF CONC. BRICK CONCRETE SLAB TOP 3/4• BROKEN 7RAPROCK•µpm• 1 1 REINFORCED CONCRETE MANHOLE SECTION WITH ,ONES O-4�-V FLOWELEVATION RONFORCEB aacaElE RAHFOLE BASE N❑TEST YARD DRAIN1. TOP STEP TO BE A MAXIMUM OF 12'FRAME BELOW TOP OF MANHOLE FRAME &COVER &GRATE ELEVATION. NO TOSCALE /SED STONE FOUNDATION 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, SECTION B-B CERTIFICATION OF HS-20 LOAD BEARING CAPACITY SHALL BE SUBMITTED TO THE PRECAST STRUCTURE FOR YARDDRAIN TOWN ENGINEER FOR APPROVAL PRIOR HOT TO SCALE TO INSTALLATION. 3. SEE MISCELLANEOUS MANHOLE DETAILS SHEET. PRECAST REINFORCED ,� CONCRETE MANHOLE NOT TO SCALE X Y Iaam. PVC. DEGREE BEND BROKEN TRAPROCK R BEND TYPICAL CLEANOUT NOT TO SCALE 2-10 2 TOP OF Fl RE CAST CONCRETE UNIT ADJUST FRAME ELEVATION VATH CONIC. BLOCKS OR BRICKS, 6' TO 10 2'- $r ALL JOINTS TO BE POINTED FLUSH & FULL 7.6 PRE CAST CONCRETE OR l-CONCRETE MASONRY UNITS FRONT ELEVATION POURED CONCRETE OR PRE CAST SLUMP OR SLAB --(OR EQUAL) M PSI 6' OF 3/4' CRUSHED �^ STONE NOTES: I. MINIMUM COVER OVER TOP 0 SHALL BE 2'-O' 2 WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. S. WALL THICKNESS FOR STRUCTURES OVER 10' HiW IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME, 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. TYPE 'C" CATCH BASIN SiDE ELEVATION PROCESSED STONE DUMPSTFR PAn nFTA11 N.T.S. REVISIONS Tel. 860.291 ' 8755Fox 86O.291. 8757 5 8-25-04 KEY. PER TOM COMMENTS KMI 4 3 1--04 1-1315-04 PER TOWN COMMENTS PER TOWN COMMENTS MHA esign DETAL SHEET E U ll 2 12-12-03 PER 70wN COMMENTS RAM MHA � ������������ inc, DES/iiAl.• KM/ ©RAWN.• KM/ CHECKED.' CABS 1 12-04-03 GEN. REVISIONS KMII 3 civil '" �architects�eriis. s. surveyors' JOB NO.: 1823 DA7Er 17104103 NO, DATE DESCRIPTION BY landscape g gps 165 South Satellite Road, South Windsor, Connecticut 06074 ©RAWNG NO.: 1823/1823-10,DWG L3 TAIL 'A' FOR USE VATH COR- GATED METAL PIPE 54" OR RGER. I 1 'ND VIEW ONCRETE CUTOFF WALL OR PRECAST CATCH BASIN SUMP, ANCHORED TO CULVERT END DIMENSIONS FOR REINFORCED CONCRETE CULVERT END FLARE REINFORCEMENT OW LAYER ONLY N CiNTfR OF WALL DIA. A B C D I-F Rt R2 MN LOOIaT�wNAALLS TT ANTI £RSE STEEL SOALPFR FOOT SO,HM FOOT 21" 21' 0' 9' r-3' 2'-tY 3'-LO' ffi-2' 6'-1' 8'-t' 3'-0' V-6' 2'-S' 1'-31/2' V-0' 0.060 0.060 24"3T 30' 9 Yoe i'-0' 3'-7 2•-6" 6'-1 1/2' 4-0• Y-� 1/r 2'-9 3/1a 1'-e 1-4 tJ/14' P-i" P-2' 0.066 0.72 0.066 0.072 6( 4'-6 S'-3' I'-7 3/4- Y-Io J/a 6'-1 3/4 8'-t 3 4 V-0' 8'-0' 3'-1` -u 11//S 1'-6 1/2' 2'-5/16' 1'-3' 1'-6' M064 0.096 0.084 0.096 42' 46• 1'-9" r-o" V-3" 6-0• 2'-11" r-2• 8-2( 6'-6' 4'-5 7/8 4-61/2 27-3 1/2" '-41/2' 1'-10` V-to" 0.108 0,120 0.108 54' 92' 2'-3' 2'4' S-5' 2'-I,' W-3' W-4" 8'-r r-6' 6'-0' S-5 1//2 6'-1/2' 2'-9 1 8' 3'-11/16' 2'-0- 0.132 0.120 0.132 12' IS' 4' 6' r-W 2'-0' 4'-3/8' 6'-3/8' 2'-0' 1'-7Ia Ia 10 1/4' 2'-O' V 0.144 0.048 0.144 0.048 2'-3' 3'-10" 6'-1' 2'-6' 2'-3�8' 1'-1/2' 1Y 0.054 0.034 FLARED END nts B O U 0 Q O STORM MANHOLE OALTERNATE 4 �0�00�p El o 00 00 o 0 Ov o 0 ��o Ovp 0 �Qn4� A SECTION B-B SECTION A -A CAST IRON FRAME CAST IRON COVER NOTES: STANIM STM Soo r COVER OML ! COLNTOan IttDo roR 1. THE LOWER SURFACE OF THE COVER i/r SCI W HEAD SCRIM fro l t3 x iaraG /2 AND THE CORRESPONDING UPPER SURFACE (2 PtAtis N ) LOCATED 0 DEC. APARL OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT. YATHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. AOF ✓^ 2. SANITARY SEWER MANHOLES SHALL BE FMR" OOKR EQUIPPED WITH VENT HOLE IN CENTER. DRU, TAP Hays N ARW"C FM 3. SANITARY SEWER MANHOLES 2,3,4, 5 AND 5A ALONG THE CROSS COUNTRY SEWER I/7.13 THTFAO. LOCATE HOM M OWRO owma HttfS DETAIL'C' LINE NEED TO HAVE WATERTIGHT COVERS & FRAMES WITH N CM (N W PLACES) CASKETS AND LOCKING SCREWS, CAST IRON MANim F FRAME AND LOCKING COVER NOT TO SCALE PREPARED FOR: SHEET .1 '.F R Y I'.A T H II 10 GRANDW EW T ERRACIE & DIEMRNG STRIEIET SOUTH WUND90 1 -__ � ��IRTIE�IItCIU'1[° 1 / 2 INSTALL MIN, OF 12" <IN `OFTOPSOIL, STALL 1' HIGH-2" STONE RMS WITHIN CHANNEL SPACED 50' O.C. INSTALL 30" OF SANDY LOAM '-- 8/ IN I;ED OF SWALE BED --"POSITION T ❑ INCLUDE A SOIL AMENDMENT OF LEAF COMPOST SWALE DETAIL (30% BY VOLUME) NOT TO SCALE Type "C-L" top and grate_ -4'-6 3/8'- I-•p•-g f3/16• 16, - 31- -� ' / 3'-1 3/4' X STANDARD PRECAST CONCRETE UNIT--'- 15' OUTLET PIPE MODIFIED RIP RAP PAD-- J Class t•-o• 4'-0• -4-I Concrete Concrete '-0' 3,-0" FRONT SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED AND ANCHOR BOLTED INTO FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED. PAINTED ,ND GROUTED P:iTH CEMENT. 2. LADDER RUNGS SHALL BE PRO- Type "C-L" Top VIDEDCATCH BASIN ERE HEIGHTI OF STRUCTURE EXCEEDS with Type "A" grate 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 1/2' SMOOTH STEEL BARS J 1.1.1BASIN. 4'X8' OPENINGS ' 6. WHERE MASONARY CONCRETE UNITS SPOT WELD @ EACH JOINT t2a 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" TOP 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS DETENTION BASIN OUTLET 9 PROVIDE 6-34- UNDER EACHOSTRUCTURE ATOCK BASE. 10. TOP GRATE SHALL BE SECURED NOT TO SCALE TO FRAME. ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED CAP UNIT ADHERE TO TOP UNIT W/VERSA-LOK'�71u -- CONCRETE ADHESIVE 1 a-0b,1k31AAk"It, I IMPERVIOUS FILL 12" DEEP GEOSYNTHETIC REINFORCEMENT SE PROFILE DRAWINGS FOR LENGTH, TYPE, AND SPACING /- RETAINED BACKFILL DRAINAGE AGGREGATE VERSA-LOK 12" THICK MIN. MODULAR CONCRTE FACING UNITS -APPROX. EXCAVATION LINE REINFORCED BACKFILL COMPACTED 95% OF MAXIMUM STANDARD PROCTOR DENSITY "--4" DIA. (MIN.) DRAIN PIPE OWLETv AND OF WALL OR p 40' CENTERS MAX. SLOPE TO DRAIN (1/8%FT.) IMPERVIOUS FILL GRANULAR LEVELING PAD 6" THICK MIN. NOTE1 PRIOR TO C❑NSTRUCTION OF THE RETAINING WALL, A PLAN APPROVED AND STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN CONNECTICUT SHALL BE SUBMITTED TO THE TOWN ENGINEERING DEPARTMENT. TYPICAL SECTION -REINFORCED RETAINING WALL MODULAR CONCRETE UNIT SCALE: NONE _,_C14 CAST IRON HANDLE 4 I I 1 I-•- s.5" l¢ 10„ L 1•- B -4 -.. 5" --•I 6.5" A B PIPE SIZE WT. LBS. SETTING METHOD 16" 12" TO 6" 70 lb 2 HOOKS 18" 12" 8" 75 Ib 2 HOOKS 20" 12" 10" 85 ib 2 HOOKS 22" 16" 12' 100 lb 2 HOOKS T �" -I35 ID 2 HUUKS 28" 20" 18" 155 Ib 2 HOOKS CATCH BASIN TRAP not to scale o u n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY MINE REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD 5 8-25-04 WN REV. PER TOCOMMENTS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 1-27-04 PER TOWN COMMENTS 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 1-15-04 PER TOWN COMMENTS BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 2/12/03 PER TOWN COMMENTS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 12-04-03 GENERAL REVISIONS IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE DESCRIPTION NOTE: 1. SEE LANDSCAPING PLAN, SHEET L6, FOR LOCATION OF PLANTINGS IN MEDIAN. MEET ek1ST (311 MAX) MAX) ROAD X-SECTION @ BARBERRY LANE ENTRANCE STA, 30+00-32+17,85 4'_ 4' -14' (311 Ptax.) 14'' NOT TO SCALE ALL MATERIALS ARE TO MEET CONN, D.O.T. SPECIFICATI❑NS FORM 814A AS AMENDED WIDTH VARIES SIDEWALK SLOPE NOT TO EXCEED 1112 GRASS GRASS BITUMINOUS CURB LINE 3 / MIN. 3/-4// MAX (B n T H SIDE S) FINISHED PAVEMENT LEVEL N❑TEI 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, HANDICAP RAMP NOT TO SCALE \AOUS CURBING '-,IT RIP -RAP PIPE SIZE A B C D E F G 6 15' 10, 7' 11/2' 1' 1' 41/2'1 11/2' 1 3` 18' 12' 8' 2' 1' 1' S' �' 4' 21' 13' 1 9' ' 2 1/2' 1 1/2' 1' 7' 2 1/2' 4 1/2' 24' 17' 10' 2 1/2' 1 1/2' 1' 8' 2 1/2' 5 1/2'22 30' 20' 13' 3' 2' 2' 9' 3' 6' 36' 22' 16, 31/2' 2' 2' 91/2' 31/2' 7' 33 EXISTING KMI MHA RAM MHA KMI 40% A A" NOTEt FILTER FABRIC SHALL BE NONWOVEN A CLASS 2, WITH PERMITTIVITY OF OS TO 0.1 SEC' AND 19S OF 4 0.43 mn TO 0.22mn AND SHALL MEET AASHTO M288-96. EXISTING GRADE OR OTHER SURFACE MATERIAL . FILTER FABRIC <SEE NOTE) !IDWALL IS' INTERMEDIATE FLARED END 6' BANK Ru,i GRAVEL RIPRAP SECTION A -A NOTE, ENERGY DISSIPATER THIS IS A MINIMUM SIZING OF RIP RAP AND SHALL REIN ACCORDANCE WITH DOT OR NRCS METHOD NOT TO SCALE NOTE: EXCAVATED NATURAL CLAY 3/4" BROKEN TRAPROCK (TYP.) TRENCH WDTH 4 " O- . ' PIPE ♦.dam'. - .a Ali � ' 4 • .. • `CC'7"C'7 .. 777�C7 A'_n" iLiAV \ -r-v kmnn.) (TO OUTER MANHOLE WALL) 1'-6" 2' MIN. FLIT TF 9H 1roM (FROM PIPE MT) PLAN VIEW SEE NOTE #3 -SAND BLANKET (TYP.) /-FABRIC (SEE NOTE #4) / - /-PIPE ♦ 4 N A BOTTOM OF EXCAVATED TRENCH NATURAL CLAY 3/4" BROKEN TRAPROCK (TYP.) TO TOP OF PIPE. PROFILE VIEW NOTES: 1. CLAY DRAINAGE STOPS T^L; 8L LOGA1w ON UPSIR AM Nuut OF MANHOLES, AND SPACED A MAXIMUM OF 100' +/- APART, OR AS NOTE#41 DIRECTED BY THE TOWN ENGINEER. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 2. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON 0.5 TO 0.1 SEC AND ADS OF 0.43 mm TO 0mND BOTH SIDES OF TRENCH. MET AASHT9M2 8 A96. SHALL 3. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SMALL EXTEND NOT TO SCALE TO THE 1OP OF ROCK. NATURAL CLAY DRAINAGE STOPS 0 AIL "A' COVER DRILL k COUNTERSORE 1/2' DEEP FOR 1/2• SOCKET HEAD CAP SCREW. SPECIFICATIONS: (2 PUCES IN OVER FRAME COVER 1. Pattern shall be no. 1012 NIT manufactured by �[p CV STAINLESS STEFi SOCKET HE CAP SCREW - 1/2- The Cornball Foundry Co. or approved equal. ai1lll 13 THD. g 1-1/2' LONG. 2. AASHTO H$20-44 highway loading. 2 REWIRED LOCATED Teo DEG APART. 3. Material shall be gray cost iron which meats 1/4• FLAT NEOPRENE CASKET or exceeds ASTM A48-83, close 305. DRILL k TAP HOLES IN FRAME FOR 4. All Castings supplied with: 1/2'-13 THREAD CAP SCREW. -Machined bearing surfaces LOCATE HOLES FROM COUNTER BORED -Non-penetrating pick holes HOLES IN COVER (ni 2 PLACES) >. » DETAIL A -1/4" flat neoprene gasket -1/2' diameter stainless steel Cap screws NOT TO SCALE STANDARD WATERTIGHT MANHOLE FRAME & COVER `K/H I I EIV PARCEL) leycEo 3, 1q 1 4' BIT. SIDEWALK T FRF R0ESJOENTgLLope BEE DETAIL JS� 1 /4"PER FORT 4" TOPSOIL & SEED - Vt�n vLL Oh1JG TYPICAL SIDEWALK SECTION 24' PAVEMENT 9" OVERALL DIMENSIONS Sp,n Wass _ Vast CulA11 Ikeec:a I SJt1,41'hA _ LhItsausm. `""__ - 4-ITS-Y 1i 11 can.`.arra -... i SPIA ffi r+un FLtt Aatnsl POST MONK (+p :T FAOUNT SOLI070P SOLID TOP NE1N' B�RRYP,C�RT FEATURES • UNITIZIEDSPOT-WELDED CONSTRUCTION • REMOVABLE CLEAR ORFROSTED POLYCARBONATE OR tVHITE DR ACRYLIC LENSES • INTEGRALLY BALLASTED H.I.D. UNITS • AVAILABLE IN SOLID TOP ONLY • i-I.I.D. HIGH PERFORMANCE REFLECTOR SYSTEM PROVIDES TYPE II. III or V DISTRIBUTION • STAINLESS STEELHARD',VARE WEL3aACi1 LIGt(YIl1G,INC. 290 SARGENT DRIVE, NC•VJ HAVEN`CT 06511 TEL,209.700-1710 STREETS/ LAWN/ PAVED AREAS CROSS --COUNTRY SEE PAVEMENT .DETAIL h- 12" . Approved granular non -organic backfill material placed and compacted in one (max.) '0 O foot lifts. . Warning tape per Conn. General Statute �. section 16-345, as amended, placed 12" O' (min.) to 24" (max.) above the top of the pipe. O• ' Bank Run Gravel fill � placed and compacted o in 6" layers. No stone larger than 1 1/2". F Material shall meet / Pipe, as specified D.O.T. M.02.05 / 12" 1/2 O.D. • • PIPE r 3/4" Crushed stone bedding material 4 4. 4 4 1/2 O.D. in rock excavation or as directed by 4 . 4 4 4 Q PIPE the engineer. The material shall Q 4' meet D.O.T. M.01.01.21 for 3/4" 4 4 stone. Backfili to centerline '� a Q 4 of 4 4 Q<I 4 Q 4 6" Min. pipe when using Polyethylene or A.B.S. pipe. I t"+ 12" *-1�-- PIbE -+-t„ 12" --1 LAWN / STREETS / TYPICAL STORM DRAIN CROSS-COUNTRY PAVED AREAS TRENCH SECTION TOPSOIL do SOD OR SEED NOT TO SCALE 4- APPROVED GRANULAR NON- 4' - w ORGANIC BACKFILL MATERIAL 4' 44 : s . PLACED AND COMPACTED IN • • ONE FOOT (1) (MAX.) LIFTS. ,.. .4r a WARNING TAPE PER CONN. :i •. ' : GENERAL STATUTE SECTION • A 16-345, AS AMENDED, PLACED �° ' _: 12 (MIN.) TO 24' (MAX.) ABOVE TOP OF PIPE. SAND BLANKET I rn.:Y: .- s • ��>.•.<.;+.± PIPE, AS SPECIFIED 1/2C.D.PIPE 1/2 .D. PIPE BROKEN TRAPROCK g ..• FILTER FABRIC 0MIN. (SEE NOTE) O.D. 1' PIPE 12" SAND MIN. SECTION NOTE: 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE 6' MIN. NECESSARY PG. H-46 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC' AND ADS OF 1 2-6" 0.43 mm TO 0,22mm AND SHALL PIPE - IN GROUND WATER MEET AASHTO M288-96 TYPICAL SANITARY SEWER TRENCH SECTION NOT TO SCALE ff- 4" TOPSOIL AND SEED .•o..'.'. 0.'.'.'0.'.'.'.'.'.'.'.'.'.'.'.d.'..0.:.:.:.p:.:.:.:.:.'.'.Q • FILTER FABRIC ...'.6- 0.'.... .....(�o......'6...... ... Q.'.'..'0.'- .---MIRAFl FABRIC OR EQUAL (IF REQUIRED - SEE PLANS) WIDTH OF GRAVEL DRIVE TO BE 8" ROLLED GRAVEL AS SPECIFIED ON PLANS. GRAVEL DRIVE DETAIL NOT TO SCALE 12' BITUMINOUS CONCRETE CURB POINT OF APPLICATION -BITUMINOUS CONCRETE CURB OF GRADE (FkC p'D Mn T 4" TOPSOIL P. SE€D i FR` 1?0 C/c /S p -BASE COURSE: 12" PROCESSED GRAVEL BASE (COMPACTED) MEET GRADATION M05.01-1 RFSew 1-1/2" BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE (COMPACTED) & 1-1/2 BITUMINOUS CONCRETE CLASS 1 BINDER COURSE (COMPACTED) FOR LOCAL ROADS, IF PAVING IS DONE AFTER OCT. 15 OR BEFORE APRIL 15, A 2" BINDER COURSE SHALL BE PLACED. ALL MATERIALS ARE TO MEET CON N, D.O.T. SPF( IF!(:ATInNSZ FnRLA Al ae Ac ALACKInrn 2,V _WDE PAVEMENT CROSS SECTION N.T.S. SEED NOTESt TYPE "K2" BIT. CURB 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN, COATING TO BE APPLIED PER M 04.OI,Id4. FORM 814 A BITUMINOUS CONCRETE BATTER FACE 1117 LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED 48" MIN. 12" MIN. 6' MIN. 4 . 4 O BASE AND PAVEM04T PER PAVEMENT DETAIL APPROVED GRANULAR NON- ORGANIh, DAMf'ILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1) (MAX.) LIFTS. SAND (CT DOT M.03.02-2 FINE AGGREGATE) 8" DUCTILE IRON PIPE 3' SECTION WATER MAIN TRENCH SECTION NOT TO SCALE b" TOPSOIL If I1 �141�114�111 111�111i111i�" � ' l 0 �0 o0 Boa P 00 } FILTER FABRIC LTi t'sIQADE` P �Odp BOULDERS 3 OIL FT. To 15 CU. FT SIZE o,�..- r 4 lei S� t t"OIROUS GRANULAR t ! FILL 1 , Q oap°'op `I �O ap0 a ; a0 �•q QO: a a00 COMPACTED GRAVEL—/�- c OUND 1ENFORCWs BED ,(•,mP FABICIC Ek aN oTX-w OR EaIAL CRO55 SECTION - BOULDER RETAINING LUALL V2is �R NOM STACK BOULDERS 4 CNNK A5 REQUIRED WITH SMALL STa'IE To PROVIDE PMITNE SEATfNla AND HOPJZCNTAL STABILITY ONE 80UL M TO ANOT14ER BARD BOULDER REL TAINI ALY SCALE AND �►� 171►ia : - i - rn WWI P sT}a1cTURALENGBRs WATSON FARM ADULT HOUSING ''�yz°o� SHMT NOL 0'a n Af1UlI2R1MPV_1 0nhi?mm w •"`••114V HJIiif080,Cow4cDdR91 to 0 L^] PrLF Fu1Amn�ra �.... Qufn YYIIYLn3Ur% iJ1 b3 �� 4 4 am a _ w �, 0 S RI 1:�}5245198K�9�5A514&9 1 �, 1. �. •i�� UP CURB SECTION ROOT INHIBITIVE FABRIC TO BE INSTALLED BEHIND WALL IN NOT To SCALE LOCATIONS ADJACENT TO TREES. eA� o Tel. 860.291 8755 PREPARED FOR: SHEET Fax 860.291 • 8757 �..�,.��',A�` L 3�T ` U� !�5) BERRYPA TCH II &esign ofesslonals, Inc. engineers DESIGN. KM/ civil • planners. surveyors DRAN.• KM/ CHECKED- GBS GRANDIEW TERRACIE & ID19MUNr, 9Tp,]ZjET " landscape architects • g1s• gps JOB NO.: 1823 IDATE: 11104103 165 South Satellite Road, South Windsor, Connecticut 06074 DRAW/NG NO.: 1823 1823-11-1.OWG SOUTH Wn�SOP. �®�TIE��c�:�7� 11� X If Al N11h' L' V 4/11 \mx '' V kelp$ 'Aly 1^01" 17if - 6p .11W z Tic1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO �7 CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT SEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. I N. L2 MR. 9 REVISIONS 6/14/2002 3/12/2003 1 17.4/**20OA I NO. 'o DATE DESCRIPTION BY 0 d EDGE OF POND C. s• t, -yam:. �=•. L' �-.•' �.;=,•:.:;. f >< �� � _ %' / \\)A NIF F� G. Johnson,, a ine V j _ ` = 1 11!i�' 1' ~ � �1 yvjJ.!_, s/ 2.,R .a..� �_.._� 'i v// /, I S J `'�w,vw%+h. +:`L�: ^i:.:4wY.l �N M vW.t.r ''Is• _..^^<r+r�.r++w.+worr J'�® � / ....... ....... ' !' % % /� �/ .. ..r..•a..............-...,'-'�Y.xcn..a,.,u.,:+:..o,.w,,,,.•„--++.«ypa.��r.'..........,--•-..-•-•.-.-..�:.._-...,. .... ... ..-••,'o..Lv.r.•re. ..� e / -7,� . % / � / .• ... ^•rr.,_, `...l...c•..<. - ,...^'``,`"'.,.,�^` T�..�.,�_,..- -ter.•.•..�.+•�.---•--�^'":•'•'•.-.:.-.., ,•..•.< +. ' �•/ - i '0 // �Y %; � ` t % � , • ........ _ .. ... ..•.�....- _ _..._..._..•..•-.+++:.,�,•:•rrrn.;s&ru••:r.^.i��.v.M ..., "� \i 0 � //. L2 & 5 ky %I •• %� ram.. ' (f� � .\ AL L LT 6 L I 2 Lizl eA I I J_L_ it 11 11 1 WZP_ T7___1 W 11 'Al rr i I Nk wwwg SIX IV//P LT 0 GRAPHIC SCALE SF 0 SF SF SF IN FEET 1 inch = DSF ft. NIF Lois H. Pete-rsen 71 .4 L2 f cl Ll Np !> L 1 L t2.' V rt 2 _u s C6� d1f p % RAYMOND JEFFER ON LANDSCAPE ARCHITECT CHESTER yCONNECTICUT BERRY PATCH L.4 ITCH I SHEET THE DATRTR n R 117 A T TV' 917-4-0 r%T rp v mmv% 'Ir A DESIGN, NAME-1 DRAM N,41: I CRECKED.- NAMES FELT ROAD & OAxLAND ROAD (RT. 30) 1/019 No.: Ii/vum DATE DATE 5/14/2002 DRAWING NO.: DNUU- UOUTH WUNDSOR (CONENCTUCUT NOW I I Al F � PT ,33UFFER PLANTING -PROFILE: 5 YEARS." AL . SC E. 1" 20` 1 i � A OUT, YA� ! SCALE: V -20' . PLANT MATERIAL: - � _� �- � � • �� ���` �° � � � ,�_.�.�" � � - �- lip ftj Wes, KO'"' r�r r�.r�..r....,. � sw•L.....w,.i fJ4%li�.'^1'�D�:G ..Ai �1t___ ._ i � ���� _ x i� �tf�.. _ i ¢ �--� � �•w.,r���f�.:p�.i��-ii�., �z�� ��.+-r.r-►�-�- �,-�c�.�. ��' 1? . �? ' j t.�l- [ �t `�.-�`''sG. � � Ott � ;�4 =-�v• --- � „�-- .�/�. C+7tj�F+�.V�► CCU �=1C�1-�� A� ti' „fie r LLI ect=1C`� t"kA Gt3•A'HitGI �M�`�2'`c,�i..l 1 n .�} 't xr>� ! ; f _.'�. _. Lw�� ta•w a.� ! ,►. i i.� t � �!{ �� � t• i3 t l�f � t � � f �.� � � � � i __ f•t 4 , 5 hl 'ltitls►�E' 't+iLtG..► r.�t.11"C"� G' r'b li-rt'' 1i�G'? f4>1 li I ��%•� �at7 _. 1`1 V,1/4�j E'er{} G `»O 1i��!'C �G'b .1ILaV► Q-��; T b& .q 7 B ..J F' ' J�LA.NTI I� G PRO FIL& IV�AT U .��. ��•'�"fi��--1� ��t=�, � - - SCALE: 1"-20' 'tl�t)�-t'a(�lCht.-t� �•t�:�.'Y!'fi1�.... ��-t�' �-"'C`� '� 4� 1.��4.►' 16 KtAbi�! D11 �rtCCt� fitti'lK,i �aYC%K �d „aS,�t1 •t�.'C'L ►�.-� It,.?- �.+ Jf3' � " • 1 �{`�' �tp1'CL 1 �rn'C'a-�•^'7�•r"-.?I�!�+ v.-L ... .. L.+�u. , r r - �— i a �• %�►�kp�1'F-.rl�l�e yr -�•� I a n. �1y�1.� O, 'a�,y.A►t� l ��i.. � �? Ittt,`© ��— .iC. e.�,r ri`.i`• �.o�� r �✓ '-vp c-e- t r-4i P T, f-1 Mop Vw►ira� t8-2�iSte. -4k' I» IAC7 I" ti l 5! _ E' �'�•rt,1 ��-- �t��5 i �+t+�i•.-� �fl� �7.$ 00 175 W/METAL HALIDE; K 4 zri�(�eGGtK•1Ut�t �l���U'�t ' pv CONCRETE POLE ,,c.."rP nop� IAc�a,a�.- r!''- i7't"N•�1 GN►1 J+khr? ikiQ (5i' �'ai�� 1 't,611LQiu►redt • a> X •fi X a•'rwr�,� cPovc ti44e �'�� . �ypNO E• .sF�9n.•+> .y.: u.cvcl! • >n•.J/Gov scr- �/ r 0 0r, 9sp i ,i���2f' max/' N..,.-:.s.._,. i .� "'` �,• gI CARROZZO auira�t acts LOCOS &VW[FS NON COtV LW F• . •n •• w 11 IG HTING DET'AI SIGN DETAIL L I LIGHT WITH UNIT NUMBER MOUNTED ON POLE L2 STANDARD LIGHT MOUNTED ON POLE c pS AV0 L A N I -. " y"SCA P E PI,AN L-2 12AYMOND JEFFERSON LANDSCAPE ARCHITECT CI-iESTER,CONNECTICUT I -SOUTH WINDSOTR , Ct3NNECTICt1T 5/14/2002 -6/14/2002 3/ 12/2003 11/4/2003 0\AAr lv�l -5jxk NIF � K tte Anton Simler, Jr._V X ? <?x V N N 1. UNLESS OT14ERVASE NOTED. EXISTING UTILITY >- z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ' . INFORMATION. ALL EXISTING UTILITIES SHOULD 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 i ! nF T14P PPn9FSSI0NAf ANC tN�GR� S1IRVKYAR E 0 11 ' RF'1/ISIONS 1 05-16--02 GENERAL REVISIONS RJ I Ld $ NO_ f nATE I DESCRIP77ON BY A/F \ pa ulin e G. Joh. N/F Lois H- Petersen 0 1 A 150 W METAL HALIDE \ r i 1 175 W/METAL HALIDE /sue l PHOTOMETRIC DATA / 1 r 'a 1 .4 � � Ate► prr Y lvap deAsse Of A. 0 colirlo Rn u. RAYMOND JEFFERSON LANDSCAPE ARCHITECT CHESTER,! CONNECTIC(JT 1,_ NIP 15 C. OUR . r �"'",-�,.� �� .•.�"``' � •I r.� •! """;•ter � �r� o u a 1. UNLESS OTHER z LOCATIONS AS SH INFORMATION. ALL BE FIELD VERIFIED 2. ALL UTILITIES A BY A LICENSED LA CONSTRUCTION. 3. THIS PLAN IS I IMPRESSION SEAL OF THE PROFESSIO WISE NOTED, EXISTING UTILITY REVISIONS OWN, ARE BASED ON AVAILABLE EXISTING UTILITIES SHOULD PRIOR TO CONSTRUCTION. RE TO BE STAKED IN THE FIELD ND SURVEYOR PRIOR TO NVALID UNLESS IT BEARS THE D ORIGINAL SIGNATURE ENGINEER/SURVEYOR. NO. DATE DESCRIPTION SY NAL as/A 0/J, 0 t� 0 L 1 W;l fit.., ��- -�►.� tv6,•;;, 4 1 {S YY GRAPHIC SCALE 40 0 20 40 80 'IN FM 1 inch = 40 ftt 9 I C ` tt1iSilttiJtJ(!!Ilj� �A3L 048.�y�' . cam• £� :� Al RAYMOND JEFFERSON LANDSCAPE ARCHITECT FARMINGTON,CCNNE CTrCUT �(�j] SHEET L ANDSC ME PLAN BERRY PATCH II .�_.1 4 DESIGN- ORAyY1V• CHECKED.• GRANDVIEW 'r�+'RRAC�i+ & DEWN�x'' STREET JOB NO.: DATE DRAWNG NO.: SOUTH WUNIIDSOR, CON iNC'IIt{iiC T I as/A 0/J, 0 t� 0 L 1 W;l fit.., ��- -�►.� tv6,•;;, 4 1 {S YY GRAPHIC SCALE 40 0 20 40 80 'IN FM 1 inch = 40 ftt 9 I C ` tt1iSilttiJtJ(!!Ilj� �A3L 048.�y�' . cam• £� :� Al RAYMOND JEFFERSON LANDSCAPE ARCHITECT FARMINGTON,CCNNE CTrCUT �(�j] SHEET L ANDSC ME PLAN BERRY PATCH II .�_.1 4 DESIGN- ORAyY1V• CHECKED.• GRANDVIEW 'r�+'RRAC�i+ & DEWN�x'' STREET JOB NO.: DATE DRAWNG NO.: SOUTH WUNIIDSOR, CON iNC'IIt{iiC T I 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD 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. NO. '! DATE REVISIONS DESCRIPTION m GRAPHIC SCALE 40 0 20 40 80 t� ) I inch = 40 ft S R A'V'Mt7NT� .T�`'i.PT-4 P D QfN 1T T A NTr%Gcr A T-)UN A lanT__TTmrr � r.+ ^rrn rVr �rTATf'+mrtrr rtinrvrrr •�^lrnYr� Trn -- _i - - +• � 1.1y ♦ :.. v s.r.. .L' :I1 w�,av1 �! e irk 1 V tJiJ�✓ [ ] r L .0 klxsi _wl 1i J. l r ti.lr'C1vi11N �'x 1, l.J1V , %"%_J1V iN r t_' JL i V u 1 LIGHTING DESIGN. DRAWN.• -,,CHECKED. JOB NO.: DA7E.• 11 /4/2003 DRAWING NO.: BERRY PATCH II GRA DVIEW TERRACE & MUNG ' STREET CONENCTUCUT SHEET L 5 t - 1 . I t 1 i i 1 1 I _ 1 o u u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. j 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. NO. 9 DATE REVISIONS DESCRIPTION Lza t 0 ti •TA' w ASS � 9SN RA R.A.YIV OND J FF'ERSON .LANDSCA.PE A.•RCHAttT MMIM �L GRAPHIC SCALE M ( IN FEET } 2 inch = 40 ft. k?G t� f-K L l L2 _T,T--ll Ip { A a (ME 1 DESIGN. DRAM: CHECKED: JOB NO.: IDA rE• 1! E Qf t 7 o DRAWING NO. /— EXIST. FENCE kT_ "'W n w WL 100 WL 10 r L ` SHEET BERRY PATCH II T Ell GRANDVIE6P TERRACE & DEMING STREET / SOl[7'1['gi[ mYIIi3DffiO43, CONIENCTIIGlU'1C