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HomeMy WebLinkAbout04-10P_QUARRY BROOK VILLAGE SITE PLAN-SPECIAL EXCEPTION_PLEASANT VALLEY ROAD1 SIT' � '< "�I.AN XCEPT��,��' 960.97C� PLEAS � T VALL Y ROO D Oo"" I UTH W DSOO R CON EC ICUT MAP LOT N/F DIRECT ABUTTER LIST 15 38 PO BOX 825 LAR/SA L. HULL preparedby. SOUTH WINDSOR, CT 08074 39 919 PLEASANT VALLEY ROAD SUN Y/M CRON 41 PLEASANT VALLEY ROAD PLEASANT VALLEY CONDO ASSOCIATION 16 1 972 PLEASANT VALLEY ROAD RAYMOND J. MARTIN 2 980 PLEASANT VALLEY ROAD DOREEN M. & JIMMIE JUN/OUS 3 988 PLEASANT VALLEY ROAD CHR/STOPHER DAV/S 4 994 PLEASANT VALLEY ROAD JAMES M. S/KOSKI 5 1020 PLEASANT VALLEY ROAD JOSEPH 2OCCO 6 1020 PLEASANT VALLEY ROAD JOSEPH ZOCCO 33 1007 PLEASANT VALLEY ROAD DAY19 N. Q• MABEL ANN CHAPMAN esign Cl34 993 A P 35 981 PLEASANT VALLEY ROAD BARBAR4 A. FRANC/S-FULOP r o f e s s i o n a I s � in C ■ 24 45 285 QUARRY BROOK DR VE JAMES L. BROOWN 8• ANN PARKINSON _ 46 J02 QUARRY BROOK DRIVE BARBARA B. GLIDER civil engineers •planners •surveyors _ 47 296 QUARRY BROOK DRIVE ROB£RT H. TEACHMAN -_---,—{ Fr 7 48 290 QUARRY BROOK DRIVE PETER P. & &&UNAR/E RAGNAT landscape architects CIS CPS �. _ 49 284 QUARRY BROOK DRIVE THOMAS P. & SUSAN E. HAMILTON 65 1540 SULL/VAN AVENUE TOWN OF SOUTH WINDSOR -- 94 910 PLEASANT VALLEY ROAD JAMES E. HUNTER JR. i 95 1020 PLEASANT VALLEY ROAD JOSEPH ZOCCO 96 922 PLEASANT VALLEY ROAD LORETTA M. LYMAN -- 97 922 PLEASANT VALLEY ROAD LORETTA M. LYMAN 165 South Satellite Road ._# 98 1481 PLEASANT VALLEY THE HAYES CORPORATION 25 47 10 WOOD ARVEN CIRCLE GERGORY B. & JENNIFER R. BOUQUOT South Windsor, CT 06074 1_ 46 364 QUARRY BROOK DRiVE JAMES F. & LISrI R. MENAPACE (860) 291-8755 FAX (860) 291-8757 I ED L� ❑ Cl ` ' ( 49 J50 QUARRY BROOK DRIVE CARL s . A. rRA A I—J (--� � • I t _ A;.. -� - 50 350 QUARRY BROOK DRIVE T!/OMAS M. d• DDOTHY A. TRAHAN kl �n 51 1540 SULLIVAN AVENUE TOWN OF SOUTH WINDSOR LJ a� !._ _ �!:..� 25-59 52 175 WHEELER ROAD KF REALTY, LLC El El n 1 i 24-44 S. WJNDSOR CT 06074 is 53 326 QUARR�' BROOK DRIVE KY£ONG-BIN /M i ll r , 1 54 318 QUARRY BROOK DRIVE CLAYTON & CAROLYN WOODMAN l EJ E, -1 55 3f0 QUARRY BROOK DRIVE MOSTAFA MONSHI I1 25-66 56 301 QUARRY BROOK DRIVE MJCHAEL A. ROTHBERG 2 4-45 25-58 � -- 57 311 QUARRY BROOK DRIVE ANTHONY & JOSEPH GARRJCH 24-49 58 50 EVERGREEN LANE JOHN is & PATR/C/A A. WATSON norr ~� 59 36 EVERGREEN LANE GAYLEN L. & DEBRA D. GAGNON 66 47 EVERGREEN LANE DAV/D L. I!• KATHLEEN A. R12ZO A + 25-56 25-67 67 55 EVERGREEN LANE SYLVA/IV M. & PHAN UYEN BELO/N :::: 24-48 Z 68 63 EVERGREEN LANE JANET L. W/NDLANSKY y } 69 1540 SULLIVAN AVENUE TOWN OF SOUTH WINDSOR 25-57 D 25-75 70 355 QUARRY BROOK DRIVE JAMES P. 8• DEVISE P. KUPYAR 71 367 QUARRY BROOK DRIVE JOHN C. IJI & SUSAN B. THOMAS 24-47 Y (z 25-68 25-69 74 17 STONEHAVEN CIRCLE RAYMOND F JR. & PATERI BiLODEAU `' 4��r°etc O O11a e �RQO 25-74 i i 75 25 STONEHAVEN CIRCLE GARY J. & PRANCES R. BARRETT AM 25-55 Nip r 25-54 I �E 25-70 25-71 c7R/� - Zfln/ng Data Block � _ t 25-53 7i 24 94 I wmpo n. -• cf l 25-51 RA ZONE: SENIOR RESIDENCE DEVELOPMENT SRD ITEM REQUIRED/ALLOWED PROVIDED Total Parcel Area no minimum 3.14 ac. �?O 25-50 25— 47 Net Buildable Acreage * note below 1.51 ac. / h ? 25-49 Number of Units 8 units max. ** 6: units 25-48 Parcel Density 5 units/nba 3.97 units/nba Lot Frontage 200 ft. min. 178.56 ft. *** �9g n Buffer 25 ft. 25 ft. **** 24-96 tG{i`r Front Yard 93 ft. *** 94.0 ft. O Rear Yard 50 ft. 510 ft.i 24-97 a,,,� �g �' Side Yard 20 ft. 28 ft. you 8T. MAW Impervious Coverage 60% max. 9.0% SITE t Off —Street Parking 1.5 spaces/unit 2.50 spaces/unit***** 30 �"r"' t� ---� -- 24-98 �i LLC STfw ROOD Y Roe / ��RR� �. • * The Net Buildable Acreage is the total parcel area minus; wetlands and regulated watercourses, slopes over 15%, 25 -52 utility easements, and flood plain zone area 1 ` 16-1 ** 5 units/NBA X 1.51 ac. = 7.6 (8) units 15-38 ~' ! *** When total frontage is less than 200', Front yard setback ,� �- . • oro� is increased by 2' for every 1' of frontage provided less 4 / than 200'. !I 15-39 ���G 16-2 **** Buffer coterminous with yards. Minimum buffer is 25 feet. sn 0 0" %. /ate^� O,{,�C� n�C 16-3 16-4 ***** Includes 9 garage and 6 driveway spaces in front of garage (15 total) �i 16-5 °' b�o �SAN SHEETINDEX �e LOCATION1 COVER SHEET PLAN N.T.S. 16-35 2 EXISTING CONDITIONS PLAN orb= T01r � e � OF l� i� 2 16-34 16-33 NOTES= AUTO-. �GYONDSOR Ax 3 PLOT PLAN THESE DRAWINGS ARE THE PRoPERly of MWICvN PROFIMSIONALS, INc., AND HAVE MMN NATURE PREPARED SPEGIFIGALLY FOR THE oWNEwAPPLIGANT FOR THIS PRO.WT. THEY ARE NOT To BE V5ED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR � .�,,, 15-4.1 4 SITE PLAN . ' s ..t� �ne•�a� c QED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION of VWICN °�A1 PROFES�iIONAL.S LNG.5 /Z �S QS+ NG\ 5 GRADING & UTILITIES PLAN / .° THESE PLANS ARE INVALID UNLESS THEY HEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL. OF THE PROFESSIONAL EN&INEER OR SURVLI-YOR. EROSION & SEDIMENT CONTROL PLAN ]KEY �� t v- _,,n.,,,�,..;.', 7 DETAILS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF E FL 4 • ` TH REGULATIONS OF CONNECTICUT STATE AGENCIES - STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF F� ANPIliVG DEPT. L1 — L2 LANDSCAPING PLANS CONNECTiCUT* AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED �V,�!!d� �J®®9 FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS A 1— A 2 A ARCHITECTURAL ELEVATIONS REV: 5- 51-04 4 HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE APPLICANTIOWNER: FIELD SURVEY MAY DISCLOSE. REV: 2-I-f- E1 LIGHTING PLAN REV:3=��~O4 DGE AND BELIEF, THiS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. K F REALTY, LLC D>stTE:2—i6-04 12882 175 WHEELER ROAD RIZRIMV17MARTEL LIC. No. SOUTH WINDSOR, CT 06074 SHEET 1 i A C CB I T.F.=80.16' 12 RCP IN INV.=76.7' 15"RCP OUT INV.=76.7' / II C CB / II T.F.=80.71' 12" RCP IN II INV.=77.3` 12"RC T INV.=7LN/ I BARRINGTONPUMP STATI fl III IIII 10" OA O I III �I 12_ OAK ) I I 10" OAK III U III ' I►►� 6" MAPLE SNET 2528 3TRANS. RISER LIGHT II i III l,l II r I BM NUT ON Inc` TOP HYDRANT EL.=89.58' I �I II ✓8$ II , ; o III T` I� C I-9 I I II i I I m III I C CB T.F.=91.72' II 12" RCP IN OUT INVS.=88.,3 1T1 v II, z► `I I � r C CB I M I T.F. = 91.40' " o 12" RCP OUTII I D I INV.=88.6' I I SNET 3120 W\TRANS. & LIGHT CL CB T.F. = 90.99' NF THE HAYES CORPORATION C CB T.F.=85.63' c46� 24" RCP IN INV.=78.0' 24"RCP OUT i \,INV =77 9' \ REBAR S30.5948W POST & WIRE FENCE CO PER PIPE '� .� <—� .. \ \756.60� \ \ J --- —82— \ REBAR j \25 BUFFERS 15" MALE ' I 1 9cp 'C� \ \ \ \ "'� -•..' --- """ "'~ \I AIN (TO REMAIN { `' 1 \ 9 -� 1 i o FUOOD ZONE 1 l� v I S"1 MAPLE / 1 \(T01 REMAIN) Itco � / N X 0 0 MAP REFERENCES: 1) PLAN OF LAND IN SOUTH WINDSOR, CONNECTICUT FOR LOUIS M. GAGNON DATE. FEBRUARY 26, 1979 SCALE: 1 "=50' FRANK A. MEUNIER L.S. 2) PLOT PLAN PREPARED FOR: JOSE & CARMEN PACHECO 960 PLEASANT VALLEY ROAD SOUTH WINDSOR, CONNEC77CUT SCALE-1 "=20' DATE: 10\95 MESSIER & ASSOCIATES, INC. 3) PLAN RESUBDIVISION OF LOT 205 AND A PORTION OF LOT 254 TUDOR HILL SECTION III SOUTH WINDSOR, CONNEC7CUT SCALE.1"=40' DATE: AUG. 1978 FUSS & O'NEILL CONSULTING ENGINEERS 4) PLOT PLAN BEECHWOOD FARMS SECTION I QUARRY BROOK DR. WOODHAVEN CIR., STONEHAVEN CIR., OPEN SPACE LAND SOUTH WINDSOR, CONNECTICUT SCALE.1"=40' DATE.5-23-80 FUSS & O'NEtLL CONSULTING ENGINEERS �o I � / --- (SEE NOTE 5) I 12 MA L (TO REM IN) \ \ co CD �a L (a�� L _1_ �� , \ 25 BUFFE S.Y [\ 10 756.36' N31.21'27"E < C CB T.F.=91.92' 24" RCP IN & OUT INV.=83.1' NOTES: 1) THIS IS A PROPERTY SURVEY PLAN AND IS INTENDED TO SHOW PHYSICAL FEATURES WITH RESPECT TO PROPERTY LINES AND MUNICIPAL SETBACKS. 2) PRk, ZRTY LINES ARE BASED UPON RECORD RESEARCH AND MAP REFERENCE #1. HORIZONTAL DATUM IS ASSUMED. 3) VERTICAL DATUM IS NGVD 29 PER MAP REFERENCE #2.. 4) ZONE: RR 5) FLOOD ZONE AE BASE FLOOD ELEVATIONS DETERMINED PER NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE MAP TOWN OF SOUTH WINDSOR, CONNECTICUT. PANEL 10 OF 11, COMMUNITY PANEL NUMBER 090036 0010D MAP REV. FEBRUARY 23, 2001. 6) LOT AREA = 3.14 Ac. 7) WETLANDS "FLAGGED" BY SOIL SCIENTIST, GEORGE LOGAN OF REMA ECOLOGICAL SERVICES, L.L.C. AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. o n ii Z 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS 4 6/1/04 PER TOWN COMMENTS MHA rn BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3/31/04 Town Comments GBS BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 3/11/04 ADD WETLANDS INFORMATION MHA 1 2/19/04 GENERAL REVISIONS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR, NO. DATE DESCRIPTION BY THIS 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. N\F RAYMOND J. MARTIN GRAPHIC SCALE 40 0 20 40 80 (INS') I inch = 40 ft. LEGEND O EXISTING IRON PIN o EXISTING MONUMENT Cn, EXISTING UTILITY POLE _ =M= = EXISTING CATCH BASIN AND PIPE ® EXISTING WATER MAIN AND HYDRANT — —Wo8 EXISTING CONTOUR ^" EXISTING TREELINE ------ EXISTING PROPERTY LINE —•••—•••— FLOOD ZONE LINE — — —• REGULATED AREA INLAND WETLANDS Tel. 860.291.8755 Fax 860.291.8757 esign rofessionals, Inc® ■ civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 MONUMNENT 60 REBAR N\F H. CLAYTON WOODMAN & CAROLYN R. WOODMAN N\F KYEONG--BIN IM HANG -RAN Y00 N\F TOWN OF SOUTH WINDSOR EXIST�IINC 1!:::! 11 ONID1T�IaNS DESIGN. GBS DRAWN; MHA I CHECKED: GBS JOB Na. 1907 DATE2116104 DRAWING NO.: 10,6S1190711907--2.DWG RESURVEY FOR: QUARR Y BROOK V&LAGE COMIECTItcCUT SHEET 01 7 I T�ZO 1 BARRINGTON / 1 PUMP STATI N 10' OAKO , 12" OAK 10" 0 6" MAPLE fr test ?vim 4 �y4 1540 SUWVAN AVENUE - SOUTH WINDSOR. CT 06074 TELEPHONE (860) 644.2511 March 26, 2004 Certified #70020510000081151461 Design Professional, Inc. Attn: Galen Semprebon 165 South Satellite Road South Windsor, CT 06074 R1's: Appl. 404-1OP -Quarry Brook Village Senior Residence Development, RR Rural Residential zone Dear Mr. Semprebon: At the March 17, 2004 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application 904-IOP - Quarry Brook Village Senior Residence Development - 960 Pleasant Valley Road - Inland Wetland/Conservation Commission application for the construction of a 6-unit Senior Residence Development on 3.1 acres, private drive, stormwatcr structures, and associated improvements on property located northerly of Pleasant Valley Road. RR Rural Residential 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 auwun,cu w uua wuuwaslvu. r tun muse uc wulptctcu wrtrwr o� ways yr uppruvat prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shalt indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on Match 17, 2009. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. S. A contact person shall be identified on the plans. 6. We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sediment control measures. 7. We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure the establishment of the detention basin. 8. Planting details should give information regarding the soil amendments within the proposed detention basin. The standard recommendation call for a minimum of 12" of topsoil amended with leaf compost, 30% by volume. This should be included in the construction details. 9. The rear deck steps should be relocated to the sides of the decks instead of to the rear. 10. A maintenance plan for the retention basin should be added to the plans. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION E J�' � fq• t.c ZVV_nldr• Elizabeth A. Warren, Chairperson EW:dr cc: Chief Building Official KF Realty, LLC COPPER PIPE 4.0' MAPLE (TO REMAIN), GARAGE (2 CAR) FF: 86.98 1 12" MAPLE -t1 4 coNc. WA (TO REMAIN JOARAGIE OD - gli. P AMENT (2 CAR) 1 MAPLr 88 TO REMAIN) A� 181 MAPLE (TO) REMAIN) MAP REFERENCES: ' 11 PLAN OF LAND IN SOU-714 vvmiDSOR, CUNNEC 11CU T FOR LOUIS M. GAGNON DATE: FEBRUARY 26, 1979 SCALE. 1 "=50' FRANK A. MEUNIER L.S. 2) PLOT PLAN PREPARED FOR. JOSE & CARMEN PACHECO 960 PLEASANT VALLEY ROAD SOUTH MNDSOR, CONNEC77CUT SCALE:1 "--20' DATE. 10\95 MESSIER & ASSOCIATES, INC. 3) PLAN RESUBDIVISION OF LOT 205 AND A PORTION OF LOT 254 TUDOR HILL SECTION III SOUTH MNOSOR, CONNEC77COT SCALE. 1 "=40' n A =. AI h' 1n70 rt Ice P. n'arCer 1 r f)AtCI rl TfAtr` rAl!]lAIrC!]C ✓mlr-. ^WV. 1.7tu r-VJJ V4 wfv"rLf.. VVIJV•.IJIV I••1\Vll \L.LI\V 4) PLOT PLAN BEECHWOOD FARMS SECTION I QUARRY BROOK DR. WOODHAVEN CIR., STONEHAVEN CIR., OPEN SPACE LAND SOUTH 1117NDSOR, CONNECTICUT SCALE. 1 "=40' DATE. 5-23-80 FUSS & O'NEILL CONSUL77NG ENGINEERS 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �'��SOR•ee�� TELEPHONE (860) 644.2512 May6,2004 Design Professionals 165 South Satellite Road South Windsor, CT 06074 Attn: GalouSemprebon RE: Quarry Brook village Plwsant Valleyltoad South Wmdso , Cr Dcar Mr. Sempreboo The South Windsor Water Pollution Control Authority, at its regular meeting of play 4, 2004, gave approval for the connection to the Town's sewemp system of a 6-unit SRD to be located on Pleasant Valley Road, South Windsor as more specifically shown on plans entitled "Quarry Brook Village - Grading & Utilities Plan" prepared by Design Professionals, Inc., Job No. 1907 DmwingNo(s) 5 -dated 2-16-04, revised 2-19-04,.3-1I-04, 4-12-04, and subject to the following conditions: 1. The slope o£the mainline will be 0.5%. 2. A 6" common header pipe must be installed along the interior main line with 4" pipes used for a connection to each. unit. 3. Tho exact location of the connection. of the main to the pump station wet Aril shall be determined by Town stati'and communicated to the Engineer. 4. Condominium association documents" to be reviewed by the Town Attorney for satisfactory insulation for liability for the Tows in the event of problems. 5. Technical approval of the Town Engineering Department. 6. Final Authority approval and acceptance ofthe sanitary sewerage connection will be given once the sewer line has been insWlod and inspected by the Town staff, and based upon the written vorification of the Town ataffthat said sanitary sewer line was installed in substantial eourormanee 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 lettertnustbe superimposed on the Seal approval plans. Vaytrulyyours, J scph , Cariho, Chairman Water Pollution Control Authority JC:dd Cc: Matthew Galligan, Town Manager Michael J. Gaatick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Banach, Director of Planning Chris Dougan, Chief Building Inspector Y_ F. Realty, LLC ,/ N \F THE HAYES CORPORATION 9 _ _ _ S30'59'48'�W -\ \ \756.601 \ 25 BUFFER/S.Y kD �7 lL• � \• I CQ 964JEASANT ALLROAD y� T iO <O � 4:R W 96 PLEASANT VALLEY ROADZO�.A ,.968PLEASANT il c R) watt LE � O� b �� R 88.00 PAIl0 VALLEY DT •&970 in Z \ CONIC. WALK •a 25' BUFIF E S.Y --� %EDGE OF PAVEMENT (NO CURB) TYP. 4 7% 756.36' _ -BAR N31.21'27 E �j NOTES. 1) THIS IS A PROPERTY SURVEY PLAN AND IS INTENDED TO SHOW PHYSICAL FEATURES WITH RESPECT TO PROPERTY LINES AND MUNIC`IPAI SE RACKa 2) PROPERTY LINES ARE BASED UPON RECORD RESEARCH AND MAP REFERENCE 1#1. HORIZONTAL DATUM IS ASSUMED. 3) VERTICAL DATUM IS NGVD 29 PER MAP REFERENCE #2.. 4) ZONE. RR 5) FLOOD ZONE AE BASE FLOOD ELEVATIONS DETERMINED PER NA77ONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE MAP TOWN OF SOUTH MNDSOR, CONNEC77CUT. PANEL 10 OF 11, COMMUNITY PANEL NUMBER 090036 001OD MAP REV. FEBRUARY 23, 2001. 6) LOT AREA = 3.14 Ac. 7) WETLANDS "FLAGGED" BY SOIL SCIENTIST, GEORGE LOGAN OF REMA ECOLOGICAL SERVICES, L.L.C. AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. o_<x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD 4 6-1-04 ADD APPROVAL LETTERS MHA BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3/31/04 Town Comments GBS BY A LICENSED LAND SURVEYOR PRIOR TO 2 3/11/04 ADD WETLANDS INFORMATION MHA CONSTRUCTION. t 2/19/04 GENERAL REVISIONS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE NO. DATE DESCRIPTION BY IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 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. N\F RAYMOND J. MAR11N GRAPHIC SCALE 40 0 20 40 Sul ( IN FEET ) I inch = 40 ft. LEGEND O EXISTING IRON PIN o EXISTING MONUMENT ^ EXISTING TREEUNE ------- EXIS11NG PROPERTY LINE • - • - • • • - FLOOD ZONE LINE - - -• REGULATED AREA iINLA,vD 'Tire t-/+Nuo ® Tel. 860.291 • 8755 ® Fax 860.291.8757 &esigin rofesslonals, Inc. ® civil engineers • planners surveyors ■ landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 PLAT PLAN DES/GN.• GBS DRAWN: MHA I CHECKED. • GBS ,/OB NO.: 1907 1DA TE.• 2116104 DRAWING NO.: JOBS/1907/1907-3.DWG 9•,°AN 9�3� a • w V 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 �MOsOR camTELEPHONE (Q60) 644.2511 REVTSLD CERTiFM MAIL May 24, 2004 Mr. Walt Kebalo K.F. Realty, LLC 175 Wheeler Road South Windsor, CT 06074 Do- a,,,,i 461it-tnp n..-,•.,, n,• _&- v:n.,_ e;t. pto . Dear Mr. Kebalo: We are pleased to advise you that. the Planning & Zoning Commission voted on April 27, 2004 . to approve with modifications the above referenced appheation for a Site Plan of Development. This approval is for the construction of a 6 unit senior residence development t to be know as "Quarry Brook Village" on property located on the northerly side of Pleasant Valley Road, westerly of Claris Street, RR zone, as shown on plants prepared by Design Professionals, Inc., Job No. 1907, dated March 31, 2064 as revised This approval is subject to the following modifications: 1. Prior to cor ameamment of any site work, a mooting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed incite Town Clerk's office'. 3. Ills application is mbject to the conditions of approval of the Inland Wetlands . Agency/Conservation Commission, including a bond in the amount of $5,000 to ensure compliance with the Erosion and Sedimentation control measures and•$5,000 to ensure establishment of the detention basin. Erosion & sediment control bowls must be posted prior to commencing any site work. 4. An as4milt plan is required prior to issuance of a Certificate of Occupancyper Section 8.1.10 of the Zoning Regulations. S. A landscape bond in the amount of $5,000.00 is required and must be submitted prior to Ming of mylam. 6. All plans used in the field by the developer must bear the stmg and authorized signature of the Town of South Wia dsor. 7. WPCA approval is required. A hold harmless agreanent and permission to enter form will need to be provided to the Town to allow the refuse & recycling vehicles to enter the site. 8: The street mxnber(s) must be included on the final plan. 9. The•buffer and side yards are allowed to be coterminous. 10. Enganeedng comments dated 4/1104 mast bo addressod to the sa dsfirction of titeTown Engdnem 11. The applicant's proposal to eiiurioate tho eastern garage rind provide pailang should be shown on the find plans. •12.•Association is limited to two large garbage emus and 3 recycling bins for cutbsWc pick-up and recycling. Black and white transparent mylars of Sheet #3 with the above modifications, together with three blmprW copies of the edtim set ofplaas must be tarbmitted to this Commission within 30 days to be stamped and'sipod. The loners of approval of ibis Comes as well as the Island . WedandsAgency[Conse rvatinn Commission must be reproduced on the mylam After the myla s li ne.been signed by the commission,• they will be setrimed to you for filing in .the Office of thtt•Town'Clerlc After filing.these plans; a copy of the receipt must be submitted to the Planning Department. sfi m+cdy, TimothylL Wentzell, Chairman, Planning and Zoning COMMiSdOn. THW/kak• tx Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. RESURVEY FOR: • Y :••• �960.9 0 11PLEEASANT VALLEY ROAD �s) l 1 I i \ \ • I \ 11� � t�� I � , CO MCTIC T BARRINGTON PUMP STATI i II I / �C II I I II I I it I _ 10" OAK - II p I 12" OAK II » I II 4 10 OAK I II I V II � II , >> II I 6 MAPLE II I SN ET 2528 3TRANS. RISER LIGHT II II , II I it I II � I I� II I II � II I II , II � II i 0 II 0 II r II -T1 I Fl I I z II F-T71 II I II I II I II I� II I z- I II II � I Il I1 II I MAP REFERENCES: 1) PLAN OF LAND IN SOUTH WINDSOR, CONNEC77CUT FOR LOUIS M. GAGNON DATE: FEBRUARY 26, 1979 SCALE: 1 "=50' FRANK A. MEUNIER L.S. 2) PLOT PLAN PREPARED FOR: JOSE & CARMEN PACHECO 960 PLEASANT VALLEY ROAD SOUTH WNDSOR, CONNECTICUT SCALE. 1"--20' DATE: 10\95 MESSIER & ASSOCIATES, INC. 3) PLAN RESUBDIWSION OF LOT 205 AND A PORTION OF LOT 254 TUDOR HILL SECTION III SOUTH WINDSOR, CONNEC71CUT SCALE. 1 "=40' DATE: AUG. 1978 FUSS & O'NEILL CONSULTING ENGINEERS 4) PLOT PLAN BEECHWOOD FARMS SECTION I QUARRY BROOK DR. WOODHAVEN CIR., STONEHAVEN CIR., OPEN SPACE LAND SOUTH WINDSOR, CONNEC71CUT SCALE: 1 "=40' DATE: 5-23-80 FUSS & O'NEILL CONSULTING ENGINEERS COPPER PIPE I r �� 4. 0' I 15" M AI (TO REMAIN) I I 12" MAPLE (TO REMAIN too u I IIII 18" MAPLE { { ll (TO REMAIN) DI z II I IIII II' � IIII 0 III II I II II it �.. o I; x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD 4 6-1-04 PER TOWN COMMENTS MHA BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3/31/04 Town Comments GBS BY A LICENSED LAND SURVEYOR PRIOR TO 2 3/11/04 ADD WETLANDS INFORMATION MHA CONSTRUCTION. 1 2/19/04 GENERAL REVISIONS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE NO. DATE DESCRIPTION BY IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. LE �0 I� GARAGE (2 CAR) FF: 86.95 IN � gj, PAVEMENT 1 MAPL� TO REMAIN) 7 � -V NOTES: 1) THIS IS A PROPERTY SURVEY PLAN AND IS INTENDED TO SHOW PHYSICAL FEATURES WITH RESPECT TO PROPERTY LINES AND MUNICIPAL SETBACKS. 2) PROPERTY LINES ARE BASED UPON RECORD RESEARCH AND MAP REFERENCE #1. HORIZONTAL DATUM IS ASSUMED. 3) VERTICAL DATUM IS NGVD 29 PER MAP REFERENCE#2. 4) ZONE: RR 5) FLOOD ZONE AE BASE FLOOD ELEVATIONS DETERMINDED PER NA77ONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE MAP TOWN OF SOUTH WINDSOR, CONNECTICUT. PANEL 10 OF 11, COMMUNITY PANEL NUMBER 090036 0010D MAP REV. FEBRUARY 23, 2001. 6) LOT AREA = 3.14 AC. 7) NO CURBS TO BE INSTALLED. 8) V ETLANDS "FLAGGED" BY SOIL SCIENTIST, GEORGE LOGAN OF REMA ECOLOGICAL SERVICES, L.L.C. AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. DECK 960 PLEASANT VALLEY RO%D PROPOS D BUILDING PORCH FF:88.00. (6 UNITS) - o 962 PLEASANT n 4' CONC. WALK VALLEY ROAD � o GARAGE 964 PLEASANT n (2 CAR) COVERED VALLEY ROAD FF: 88.00 WALKWAY 96 PLEASANT 0 m VALLEY ROAD n 4' CONC. WALK GARAGE t968 PLEASANT n (2 CAR) CO WAREF LK VALLEY ROAD FF: 88.00 WAY PATIO 976 -P ,,EASANT 4' CONC. WALK VALLEY ROAD Q0 EDGE OF PAVEMENT (NO CURB) TYP. 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. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. LEGEND 0 EXISTING IRON PIN o EXISTING MONUMENT CO.) EXISTING UTILITY POLE _ =99-- = EXISTING CATCH BASIN AND PIPE ,\D _ EXISTING WATER MAIN AND HYDRANT —338— EXISTING CONTOUR EXISTING TREELIKE EXISTING PROPERTY LINE - --- • • - --- FLOOD ZONE LINE REGULATED AREA -� INLAND WETLANDS N \F THE HAYES CORPORATION S3005948� "W r \ �— -- -----mac-- -- — � -- --- 756.60> I 25 BUFFER/S.Y \ \0 / � 0�\ O I L___�i '� -57 25 BUFFE /S.Y � 756.36' N31 °21'27"E Tel. 860.291 • 8755 RESURVEY FOR: SHEET ® � Fax 860.291.8757 ���°esign QUARRY BROOK VILLAGE rofessNo -� GIs inc. 4- DESIGN. GBS DRAWN. MHA CHECKED• GBS ® 960o970 PLEASANT VALLEY ROAD civil engineers •planners •surveyors landscape architects gis • gps JOB NO.: 1907 DATE:• 2/16/04 165 South Satellite Road, South Windsor, Connecticut 06074 DRAW/NG NO.: JOBS/1907/1907--4.DWG °�®������®� CONNECTICUT 7 O it z M m /I II I T.F.-80.71' --- II 12" RCP IN II INV.-77.3' 12 RC OUT 11 � i, , -� - ) � I . I SMH INV • _ '�{ i i + III TF: MATCH EXIST. INV: 76.00 BARRINGTON1 P LIMP STATI N S7LFB�, III II p STORM DRAINArF STRUCTURE TABLE TF: INV: YD1 86.70 83.45 YD2 86.70 83.37 YD3 86.70 83.45 YD4 86.70 83.40 CB1 86.85 83.09 CB2 86.40 82.75 M H 1 84.50± 81.25 01 CONC. FE 81.00 OS SEE DETAIL 02 CONC. FE 75.77 STORM DRAINAGE PIPE TABLE I SIZE SLOPE LENGTH YD1-YD2 12 1) 0.50% 15' YD2-CB1 12" 0.50% 55' YD3-YD4 12 0.50% 10' YD4-CB2 12" 1.71:0 38' CB1-CB2 12 0.61'7 57' UbL-MI-1_I 12 J.1.5;% 40 MH1-01 12" 0.50% 50' OS-02 12" 0.50% 45' sO vc III � 8. I I NF II 10 OAK \ _Jj „ I �If TI-I1= t._I A VE c nna0nd A -rInhI 1�LEGEND I l IL. 1 lh I L_%J \�VItF UF\/'� I IVIN '-" II i 1 I f I�� p 12 " O A K I I JI I I O EXISTING IRON PIN �� f o EXISTING MONUMENT /WETWELL 10 OAK (I 4 I it 1 � EXISTING UTILITY POLE �TF: 82.50 (1 i v f l � = EXISTING CATCH BASIN AND PIPE \ =-40= PROPOSED CATCH BASIN AND PIPE BOTTOM: 63.90 I I I I , =- - PROPOSED STORM MANHOLE AND PIPE NEW INV. 71.1 0 I I , I I I 1 I ] •--0-- PROPOSED SANITARY MANHOLE AND PIPE / - W - WATER LATERAL loc» connA OnTTnAA PFP-- `ov F I_\vlV1 L..)v I I VIVI 1 II �}•. 8�'� I �I �u 0 » ~� ♦ EXISTING WATER MAIN AND HYDRANT TOWN) 6 MAPLE II I I \ T. F. = 85, 63 --�.- - S --- SANITARY LATERAL O I I 8Fj 2 4" RCP IN O PROPOSED SANITARY CLEANOUT J IN L I L 3 Z YG I I I (- I I I{' " J (� - -830- EAS ZING CON DOUR 3 T R A N lJ I O I I I `\ INV ` 7"` 0' -C�- PROPOSED CONTOUR S . RISER LIGHT I I . coI I / X61.95 PROPOSED SPOT GRADE i o III �� 2 4 "RCP OUT EXISTING TREELINE I \q -T, III 8� _ _ _ 1 I EXISTING PROPERTY LINE t t I I { V v C I I I I ' I IN V.- // 9 \ I INLAND WETLANDS PROVIDE 8" STUB , I f II / ` ^•••�••^ FLOOD ZONE LINE REGULATED AREA FOR FUTURE \ \ \ S \ EXTENTION II , I I i o � � i TF. 8 .57� INV:79�00(6) \ \ \ INv:76. 1 8" S30059'48� W F \ BM NUT ON Ur C TOP HYDRANT > .`\ \\ /tb.bUI4 C06PER PIPE N EL. - 89.58 �- o Sp GARAGE 86 MH1 01 25 BUFFER/S. Y \ \ 1 II I 6�, , (2 CAR) DECK �_ I I I I _ • I 1 rl r� !� 1 f A e- A A 1 T II I I I� + 4.0'�``�0 I-D I FF:86.95rLN/ II o VALLRO%D 0 I C.O. 75 L 6" C INV: 83.0 �ROPOS W y D 15 MA LE NV: 81. S=2. B ILDING Q C CAT86.4 ® RCH I ELE /TEL/P8.00. 11 (6 �NV__901� \ i 962 LEAAN Mo T► 4 CONC. WALK VALLRROAD _{a \ `. • MODIFIED 6 RIP RAP CO z II � I II 12 MAPLE CIT71 IIII iII I II �I PILLWAY SET TOP02YD3(TO REMAIN GARAGE 964\1 SANT m SPILLWAY @ 78.85 VERED z (2 CAR) CVALL OAD � 0 BIT > WALKWAY o ' ' O _ 0 / FF: 88.00 -�7�\ I ` 1 MA o YD2 96 LEASANT ,,-, I 1 TO REM41N1 VA.Y ROAD C CB I J 4 CON C. WAL �'' 0 T . F . - 91. 7 2' I I �I I I s6.ss YD 1 �..� \ \ >> II I B1 , GARAGE 6 PLEASANT n � � � � \ � 12 RCP IN 8C OUT �� ` } , (2 CAR) COVERED AL EY ROAD s 76 � II N 1118 MAPLE WALK- 1 I N VS. = 88.3' / I II (TO REMAIN 9 WA 1 \ \ i � o � ` FF. 88.00 PATIO \ \ r / F_ I I I ( 970 'LEASANT OU TLE I � � II � I VALL j � ` � • \ �I > N 4 CONC. WALK Y RD STRUCT E (OS) / II �' ► D I I -I 86 � I I EDGE OF P�VEMENT ! + I II (NO CURB) TYP. r D IIII rre 4 I '-r-' III" E B A R C CB < I I+ N C C T.F.-91.40 B 0 ' T.F.-91.92, 12 RCP OUTI D III INV.= 88.6 �t " +III\ 24 RCP IN & OUT I I INV.-83.1, I , REPLACE TOP WITH I I I MANHOLE FRAME AND GRATE { I I I. cAAurAov crLVeo roc �•--• 84 2 5 B U F F E /S. Y _ 756.36 � • N 31021 ' 27"E _ MAP REFERENCES: '. NOTES. J, 1) PLAN OF LAND IN SOUTH WINDSOR, CONNECTICUT FOR LOUIS M. GAGNON #972 1) THIS IS A PROPERTY SURVEY PLAN AND IS INTENDED TO SHOW PHYSICAL FEATURES DATE: FEBRUARY 26, 1979 SCALE: 1"=50' FRANK A. MEUNIER L.S. WITH RESPECT TO PROPERTY LINES AND MUNICIPAL SETBACKS. • 2) PROPERTY LINES ARE BASED UPON RECORD RESEARCH AND MAP REFERENCE #1. 2) PLOT PLAN PREPARED FOR: JOSE & CARMEN! PACHECO 960 PLEASANT HORIZONTAL DATUM IS ASSUMED. VALLEY ROAD SOUTH WINDSOR, CONNEC7CUT SCALE. 1 "=20' DATE: 10\95 3) VER77CAL DATUM 1S NGVD 29 PER MAP REFERENCE#2. MESSIER & ASSOCIATES, INC. \ 4) ZONE: RR 5) FLOOD ZONE AE BASE FLOOD ELEVATIONS DETERMINDED PER NATIONAL FLOOD INSURANCE 3) PLAN RESUBDIWSION OF LOT 205 AND A POR77ON OF LOT 254 PROGRAM, FLOOD INSURANCE MAP TOWN OF SOUTH WINDSOR, CONNECTICUT. PANEL 10 OF 11, TUDOR HILL SECTION III SOUTH tMNDSOR, CONNECTICUT SCALE.1"=40' \ COMMUNITY PANEL NUMBER 090036 0010D MAP REV. FEBRUARY 23, 2001. DATE: AUG. 1978 FUSS & OWEILL CONSUL77NG ENGINEERS 6) LOT AREA = 3.14 Ac. 7) TIE ROOF LEADERS IMTHIN LIM17S SHOWN IN FRONT OF BUILDING TO CONNECT TO :STORM DRAINAGE SYSTEM FOR HOUSING 4) PLOT PLAN BEECHWOOD FARMS SEC71ON I QUARRY BROOK DR. UNITS AND GARAGES. ALL OTHER ROOF LEADERS TO DISCHARGE AT GRADE. PIPE LEADERS UNDER SIDEWALKS. WOODHAVEN CIR., STONEHAVEN CIR., OPEN SPACE LAND SOUTH WINDSOR, CONNECTICUT \ DO NOT ALLOW TO DRAIN ACROSS WALKS. SCALE: 1 "=40' DATE: 5-23-80 FUSS & O'NEILL CONSULTING ENGINEERS 8) WETLANDS "FLAGGED" BY SOIL SCIENTIST, GEORGE LOGAN OF REMA ECOLOGICAL SERVICES, L.L.C. AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. x 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. �, REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LTC. No. GRAPHIC SCALE 20 0 10 20 40 S Tel. 860.291 • 8755 ® Fax 860.291 • 8757 ' esiC,,,�n rofesslonels, Ane, ® civil engineers • planners surveyors landscape architects gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 jj�j�j� (j ��j� (j�('j PLAN D D CUUV� V U UL�I U [n�.S� ll Et1V RESURVEY FOR: QUARRY BROOK VILLAGE }�•� �n �q Ry � �7 �p }� 960-9 0 I J.l ]EASA14T �Y Alte ]E ai IR(DAD ,�v1iT �Ym1 }� CONNECTICUT (DvTH WINDS , tt ONNECTIClUT SHEET 5 6/15/04 PER TOWN COMMENTS MHA 5 Q 4 6-1-04 PER TOWN COMMENTS MHA 3 4/12/04 Town Comments GBS { IN F > 1 inch = 20 ft. OEM J DESIGN: DRAWN.•MHA CHECKED.' GBS 2 3 11 04 / / ADD WETLANDS INFORMATION MHA 1 2/19/04 GENERAL RENASIONS MHA JOB NO.: 1907 DATE.• 2116/04 NO. DATE DESCRIPTION BY DRAW/NG NO.: JOBS 1907 1907-5.DI�t/G MAP REFERENCES: NOTES.- C CBII 1) PLAN OF LAND IN SOUTH WINDSOR, CONNEC77CUT FOR LOUIS M. GAGNON 1) THIS IS A PROPERTY SURVEY PLAN AND IS INTENDED TO SHOW PHYSICAL FEATURES T.F.-80.71' DATE.- FEBRUARY 26, 1979 SCALE. 1"--50' FRANK A. MEUNIER L.S. WITH RESPECT TO PROPERTY LINES AND MUNICIPAL SETBACKS. 2) PLOT PLAN PREPARED FOR: JOSE & CARMEN PACHECO 960 PLEASANT 2) PROPERTY LINES ARE BASED UPON RECORD RESEARCH AND MAP REFERENCE #1. 12 RCP IN VALLEY ROAD SOUTH WINDSOR, CONNEC77CUT SCALE: 10--20' DATE: 10\95 HORIZONTAL DATUM IS ASSUMED. 1 --77.3 7 MESSIER & ASSOCIATES, INC. 3) VERTICAL DATUM IS NGVD 29 PER MAP REFERENCE#2- NV. 3) PLAN RESUBDIVISION OF LOT 205 AND A PORTION OF LOT 254 4) ZONE. RR )7 TUDOR HILL SECTION I// SOUTH WINDSOR, CONNEC77CUT SCALE., 1"=40' 12 R C 0 T7 DATE. AUG. 1978 FUSS & ONEILL CONSULTING ENGINEERS 5) FLOOD ZONE AE BASE FLOOD ELEVATIONS DETERMINDED PER NATIONAL FLOOD INSURANCE SMH 4) PLOT PLAN BEECHWOOD FARMS SECTION I QUARRY BROOK DR. PROGRAM, FLOOD INSURANCE MAP TOWN OF SOUTH WINDSOR, CONNECTICUT PANEL 70 OF 11, II I N V. — T7.3 1 X\1 III--TF: MATCH EXIST. WOODHAVEN CIR., STONEHAVEN CIR., OPEN SPACE LAND SOUTH WINDSOR, CONNECTICUT COMMUNITY PANEL NUMBER 090036 0010D MAP REV FEBRUARY 23, 2001. INV: 76.00 SCALE. 1"--40' DATE. 5-23-80 FUSS & ONEILL CONSULTING ENGINEERS 6) LOT AREA = 3.14 Ac. 7) WETLANDS "FLAGGED" BY SOIL SCIENTIST, GEORGE LOGAN OF REMA ECOLOGICAL SERVICES, L.L.C. Q A I-) E) I N I (-\ TO AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. INI 5;7 LP C> pi, 1 11 1 11 LEGEND PUMP STATI()N 0 PVC I 1 0 EXISTING IRON PIN '60III 1 0 EXISTING MONUMENT 10 )� 0 AK' ro.� EXISTING UTILITY POLE =M= = EXISTING CATCH BASIN AND PIPE —40— PROPOSED CATCH BASIN AND PIPE 12 1) OAK —=Q>— PROPOSED CATCH BASIN AND PIPE III--0-- PROPOSED SANITARY MANHOLE AND PIPE WETWELL 10 1) OAKII I W WATER LATERAL TF: 82.50 EXISTING WATER MAIN AND HYDRANT BOTTOM: 63-90 S •SANITARY LATERAL NEW INV. 71.10 0 PROPOSED SANITARY CLEANOUT (86" FROM BOTTOM PE C CB —43-n— EXISTING CONTOUR —[283— PROPOSED CONTOUR TOWN) 6 MAPLE T.F.-85.63 X61.95 PROPOSED SPOT GRADE EXISTING TREELINE 86-----124" RCP IN EXISTING PROPERTY LINE S N E T 2528 1 C/) INLAND WETLANDS T P A P I (:� P- P I lr-WT II INV.=78.0 FLOOD ZONE LINE 11 �n 24"RCP OUT REGULATED AREA 10 SILT FENCE 'M II I < INV.-77.9' PROVIDE 8" STUB \1 0 hlI / DETAIL OF TEMPORARY SILTATION BASIN OUTLET N\F THE HAVES CORPORATION FOR FUTURE II 1 � I I � I ( S I EXTENTION I C16, INV: 79\00(6") S30059'48�"W r BM NUT ON (g?. INV: 7VL(L)--- TUP HYDRANT 756.60� C4PER PIPEZZ:z� 0-)- EL.-89.58' (_0 2.0 Olson I 0 0 wommomm man L as MEMO F-1 0 El 86 25 BUFFER/S.Y- ----- 0 GARAGE -DECK D a? (2 CAR) --1 - * II I III 960 LEASANT 0 0 2.0 FF: 86.95 44� 0 VALLE R0\AQ d 6" C INV: 83.0 0 ---r7 5 IL --57 S= �ROPOSF-F) 0 15 A LSPI L INV: 81. 2 BX1 LD I NG':�- Sw- PORCH E T17L 16.4 P F 88.00. N Rt 86. x (6 NITS - D 90 4" F —w 962LEAqANT m VALLEY' �4' CONC. WALK II M ROAD MODIFIED 6 RIP RAP CD 17171 86,75 x —N -TI 4 �:D i 77 12') 0APLrA PILLWAY SET TOP 964\PLEASANT m SPILLWAY @ 78.85 C) C7 II i II (TO REMAIN GAR I - 1(1i 00 0 *& (2 CAR) VA 11 ROAD COVERED mc I WALKWAY FF:88.00 MAP 2 96 PLEASANT m TO REMAIN VALLEY ROAD 0 /n C CB 1*0 A� ft 0 00 CONC. WAL - 00 T.F.-91.72 86, m �i%> \ \ GARAGE 96 PLEASANT 0 Q5\ , (CP COVERED�AL 121 " RCP IN OUT /0111 18" MAPLE (2 CAR) CO WAI K- EY ROAD 1 77\ INVS.-88.3' �-o WAY -'76 III II r —0 0 Q / y �(TO REMAIN) FF. 88.00 — ---1 0 0 PATIO 976 -KEASANT VALLY RG',A UTLET\ 4' CONC. WALK 'D > STRUCTI "DE (OS) 7 4 5 ..... . ....... . 84 25 BUFFE S. Y > V D D El Lj LA 0 11 L] N 1111 0 0 NO M r- 0 0 m M, r7 mm m im IN M m 111 m E-1 r7l El [I L7 0 D3 m 0 ND El m m m m a F-1 j`', I I I! EDGE OF PVEMENT (_0 — -- Ii I 1< (NO CURB) TYP. > 756.36' FT1 IREBAR N�CONSTRIJICTION ENTRANCE PAD N,31 0 21 2 7 E C C13 C C13 6 )) r-2" STONE ON FILTER FABRIC DURING CONSTRUCTION — USE T. F. 91. 4 0 0 T. F. = 91.9 2' DETENTION BASIN AS SEDIMENT 12" RCP OUT BASIN (SEE DETAIL) > 24" RCP IN OUT INV.-88.6' INV.-83.1' I II REPLACE TOP WITH MANHOLE FRAME AND GRATE 6 6/25/04 SANITARY SEWER GBS 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860 - 291- 8755 RESURVEY FOR: SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 6/15/04 PER TOWN COMMENTS MHA Fax 860-291-8757 MC DOME A INFORMATION. ALL EXISTING UTILITIES SHOULD THIS PLAN IS FOR SEDIMENTATION AND 20 GRAPHIC SCALE esign BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 6-1-04 PER TOWN COMMENTS MHA 1 0 10 20 0 40 0 ER039ON CONTROL PLAN QUZI-RRY BROOK 71L��AOL4;' 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4/12/04 Town Comments GBS BY A LICENSED LAND SURVEYOR PRIOR TO 2 3/11/04 ADD WETLANDS INFORMATION MHA EROSION CONTROL ONLY, AND IS NOT TO IN FM of essionals, inc, DESIGN. GBS DRA WN. MHA CHECKED: G85 960-970 PL]EASANT VALLIEY ROAD I CONSTRUCTION. civil engineers - planners• surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/19/04 GENERAL REVISIONS MHA BE USED FOR UTILITIES CONSTRUCTION. I inch = 20 ft. landscape arch�-�ec-�s - gis • &ps lw No.: 1907 DA 7E.• 2116104 IMPRESSION SEAL AND ORIGINAL SIGNATURE GATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: X,6S SOUTH WUNDSOR, (CONNECTICUT 1190�11907-6.DWG OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. SEDIMENTATION AND EROSION CONTROL NARRATIVE 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. HA l6ALE - IV OL PLACED SV In1AT STRIIVG EVES I4VT CVNVIL !N k11j1N1r\\1r vM1T11I T E GR VUND. 5. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 6. 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. 7. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING EXISTING ROADS AS REQUIRED. 8. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR IV CONSTRUCTION, WHEREVER POSSIBLE. 9. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD SHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 10: ALL DISTURBED SLOPE AREAS IN EXCESS OF 3;1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERENNIAL RYEGRASS 1.0# / 1000 S.F. 11. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 13. AN APPRRVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 14. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. 15. CONTRACTOR SHALL INSTALL SOD WHERE REQUIRED TO STABILIZE BASE OF SWALES ON SITE. 16. PERSON RESPONSIBLE FOR MAINTAINING EROSION CONTROL MEASURES: WALTER KEBALO 175 WHEELER ROAD SOUTH WINDSOR, CT 06074 TEL: 644-5124 Construction Sequence 1. Coordinate all 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 existing utilities during construction. 6. Clear and grub detention basin and swales. Strip topsoil, excavate and grade. Install topsoil, seed and stabilize. The detention basin 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 driveway 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 driveway areas graded to final subgrade elevations, install temporary sediment basins at the catch basins and divert surface flow to these basins. 13. install base and compact. 14. Loam and seed disturbed areas to grow as soon as practical during the construction process. 15. Begin construction of building. Work to proceed as follows: a) Strip topsoil 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, install foundation, and grade to driveway sub -grade. c) I nstall utilities. d) Loam and seed sideslopes and disturbed areas as soon as practical during the construction process. GFNFRAI NOTFS: 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 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, FAKIS OF 'iREtJ, 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 IU HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 12. YARD DRAINS TO BE ADS DRAIN BASIN OR APPROVED EQUAL. SEEDING SCHEDULE SEE LANDSCAPING 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 GROUND LIMESTONE (EQUIVALENT rn an D1rOnEl"T nAI 1- rrH ILA DI I Ic uA(]AICCN uA nVInCA AT TUC' CCA9'r nc Z Tnmcz pG'P A( -Pp* r1R 935 IV VV t LI\VLIYV!'1VIVIYI 1 LVV IYInV1YL.V1 VtYl V//VL/ /'11 11IL 1\I"llL POUNDS PER 1000 SQ. FT. PERMANENT VEGETATION COVER (LAWN AREAS ONLY) SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 6' TO 12' BE110W GRADE GRADE TYPICAL CLEANOUT NOT TO SCALE e) Construct building. c BARREL B f Install pavement for driveways. SLOPE LINE 1" MIN. p ys, concrete walks, etc. 16. Any catch basins used to transport stormwater shall be suitably protected with a \ appropriate erosion control measures. 17. All slopes and areas disturbed by construction shall be graded smooth and 4 WALL (SEE NOTE 2) a inches of topsoil applied. The areas shall then be seeded or sodden, fertilized, SECTION X-X 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 sedimentation controls and storm drain structures. I TRAPROCK P ;ECTION Y-Y DETAIL 'A' nts DETAIL 'A' FOR USE WITH COR- RUGATED METAL PIPE 54" OR LARGER. 1 � o a END VIEW `--POURED CONCRETE CUTOFF WALL OR PRECAST CATCH BASIN SUMP, ANCHORED TO CULVERT END DIMENSIONS FOR REINFORCED CONCRETE CULVERT END FLARE REINFORCEMENT ONE LAYER ONLY IN CENTER OF WALL DIA. A B C D E F R, R2 MN AREA OF LON41TER 7RA AREA of ER STlil SOINPER F00T FW F SO.k1.GER FOOT SO.*LP 18 9" 2'-3' V-10" 6'-1" 3'-0" 2'-S' Ill 1'-0" 0.060 0.060 21 9' V-11" 3'-V 8'-1' 3'-6" V 71/2" V-4' 1'-1' 0.068 0.066 24' 9 1/2' 3'-7 1(2' 2'-6' 6'-1 1/2' 4'-0' Y-9 S/16 V-4 13/I6- V-2" 0.72 0.072 30' 1'-0' 4'-8 V-7 3/4" V-1 3/4 V-0' S-1" V-6 1/2 1'-3" 0.084 0.084 36' 1'-3' V r 2'-10 3/4' 8'-i 3/4 6'-0' '-tt 11/IS 2'-5/16' 1'-8' 0.096 0.096 42' 1'-9' 5'-3" 2'-11' 8'-2' 6'-6' 4'-5 7/8 2'-3 1/2' V-10' 0.108 0.108 48' 2'-0' 6'-0. 2'-2" W-2' 7'-0' 4'-6 1/2 2'-4 1/2' 1'-IV 0.120 0.120 54' 2'-3' V-5" 2'-11' 8'-4" 8'-3' 7-6 5'-S 1/2 2'-9 �8' 3•-11 16' 2'-0' 2'-0• 0.132 0.144 0.132 0.144 60' 12" 2'-6" 4' 5'-0" 2'-0- V-3' V-3/8- 6'-3/8' 8'-0' 2'-0' 8'-1 2' 1'-717/15 101/4' 9' 0.048 0.048 13" 6' 2'-3" S-10 6-1" 2'-6' 2'-5/16' 1'-1/2' 11" 0.054 0.054 23. Remove tree protection and temporary erosion and sedimentation controls. ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2004 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2004 FLARED END nts ANGLE POSTS 1. SET POSTS AND 2. STAPLE THE SILT AN 5' GLE EXCAVATE A 6'x6' TRENCH FENCING TO THE O ^-'^� FOR STABILITY POST UPSLOPE FROM POSTS. SILT END OF THE POST B AND SELF- FENCING 9 ® STORM SEWER STRUCTURE CLEANING. ig 95' � 12" MIN. 9 { FLOW -'�^ ® \ J FLOW ® �� 3. ATTACH FILTER FABRIC TO IN 4, BACKFlLL THE Y ANCHOR WITH TWO 2"x2"x3' FALBRI'T r. YNDDCIV PcsTs AND EXPENDNASTAKES IN EACH BALE FINTO THE TRENCH THE EXCAVATED SCl.�� ���, �a}COMPACTED BACKFILL W - _`W HAYBALE INSTALLATION AT CATCH BASINS - - >Tf N.T.S. CONSTRUCTION OF SYNTHETIC FILTER BARRIER N.T.S. 2 DEGREES MAX -- COLD APPLIED ___SEE CAST IRON MANHOLE BITUMINOUS ADJUST TO GRADE WITH COURSES FRAME & COVER DETAIL ROUND RUBBER SEALER OF CONC, BRICK OR CONC. GRADING RINGS ( GASKET JOINT SEE NOTE 1) 0 4' VARIES 6• TO 12' SPIGOT &BELL REINF. ALTERNATE J❑INT rocl<nT InTNIT 4, 10' MANHOLE STEP f.."3-;r�37YP, (SEE STANDARD DETAIL) SEE JOINT DETAIL NOTES, (BELOW) 1. TOP STEP TO BE A MAXIMUM OF 12' BITUMASTIC 1',2',3', OR 4' RISER _a 48,0000 neMI, aann_F_ING, BELOW TOP OF MANHOLE FRAME & - COVER ELEVATION. SECTION AS REQUIRED [I'-0' MIN, FOR DETAILS, SEE •� 0 .,�• T❑ JOINT 2, IF TOTAL DEPTH IS TEN FEET OR GREATER, ELASTOMERIC COUPLING a,_o• MIN, CERTIFICATION OF HS-20 LOAD BEARING AND FLEXIBLE �TO JOINT CAPACITY SHALL BE SUBMITTED TO THE MANHOLE SLEEVE TOWN ENGINEER FOR APPROVAL PRIOR _ TO INSTALLATION, /4 PIPE ID I 3, SEE MISCELLANEOUS MANHOLE DETAILS SHEET, OW CLASS 'A' CONCRETE OR BRICK MASONRYOW Z[: ° FLSELF-CLEANING INVERTINVERT EL, 4' CLASS 'A' CONCRETE6' MI ----3/4' BROKEN TRAPROCK ELEVATION PRECAST REINFORCED CONCRETE MANHOLE NOT TO SCALE (SEE STANDARD DET FOR CONNECTI BRICKDAM FACE OF /E\ - MANHOLE WALL I Maintenance and Operation: The following maintenance operations will be requ ired to ensure the proper and efficient operation of the Storm Water Detention Basin System. The followina maintenance schedule is intended to be a minimum guide, and additional inspections and maintenance measures may be required following large storm events that could cause the deposition of excess debris in the system. Pipe Outlet Locations: The pipe outlets and associated riprap shall be inspected annually and cleaned of silt and or debris. The riprap shall be reshaped and replenished as required. Catch Basins: The catch Basins shall be inspected annually. The sumps shall be cleaned when the depth of material within the sumps reaches 1'. Pavement Sweeping: The parking lots within the senior residence facility shall be swept at a minimum of twice per year. Once in the spring shortly after the end of the snow season, and once in the fall after the leaves have fallen. Outlet Structure: The detention basin outlet structure shall be inspected twice annually, and all debris and silt shall be removed. The discharge point from the outlets stem shall be inspected also, and all silt and debris shall be removed. The riprap al the discharge shall be rearranged and additional stone added as needed. All silt and debris shall be disposed of at a suitable location. Emergency Spillway: The stone spillway shall be inspected twice yearly. All large woody growth that may affect the flow of water or the stability of the spillway shall be removed. The spillway shall also be inspected after any flow passes through it. The riprap shall be re -arranged and adlded to as required to maintain the design as per the design plans. STREETS/ PAVED AREAS 8 5/16" FINISHED GRADE 4 13/16' 3' -1 3/4' 4 13/16' 3" MIN STANDARD PRECAS CONCRETE UNIT-- _aairlr I cln cac � I 31011 � = � Z - r 4'-0' 8 $� 3'-0 • 8 F-- -- I CLASS 'C' CONCRETE OR PRECAST UNIT SECTIO A -A SECTION B-B NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED. PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - 0 PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED, 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF oo THE UNIT SHALL BE AT LEAST 6' BELOW THE BOTTOM OF THE 5' 4' PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PLAN VIEW PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" To 12' 8. PROMDE MINIMUM V-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6' OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. TYPE 'C-L' CATCH BASIN not to 30016 SEE PAVEMENT DETAIL APPROVED GRANULAR NON -ORGANIC Z BACKFILL MATERIAL PLACED AND -\ COMPACTED IN ONE FOOT (MAX.) LIFTS 1 WARNING TAPE PER CONN. GENERAL oZ STATUTE 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE THE TOP OF THE PIPE. BANK RUN GRAVEL FILL PLACED AND COMPACTED IN 6" LAYERS. NO - -CLASS 'C' CONCRETE STONE LARGER THAN OR PRECAST UNIT 1-1/2". MATERIAL SHALL MEET D,O.T. PIPE, AS SPECIFIED-, M.02.05 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR AS DIRECTED BY THE ENGINEER. THE MATERIAL SHALL MEET D.O.T. M.01.01.21 FOR 3/4" STONE. BACKFILL TO CENTERLINE OF PIPE WHEN USING POLYETHYLENE OR A.B.S PIPE. 6' MIN. 16' MIN. Kr- Vr ? •' 6' MIN 3 ❑R 45 DEGREES COMPACTED EARTH ----�(SUITABLE MATERIAL) ELEVATI❑N SECTION NOTE: PRECAST OUTSIDE DROPS MAY BE ACCEPTABLE UPON APPROVAL OF TOWN ENGINEER. MANHOLE OUTSIDE DROP INLET ELBOW CLASS 'A' CONCRETE 0'-8 5/16' 4'-6 3/8'- - 0'-8 13/16' 3'-1 3/4' - WIDTH VARIES 1 1/2" BIT. CONC. CLASS 2 ON- 1 1/2" BIT. CONC. CLASS 1 GRADE AS SHOWN ON GRADING PLAN NOTE: GRAVEL BASE IF FILL ENCOUNTERED ON SITE, CONTACT 8" DEPTH AFTER COMPACTION ENGINEER TO DETERMINE ADEQUACY OF PLACED IN TWO COURSES PAVEMENT SECTION. CROSS SECTION BITUMINOUS CONCRETE DRIVEWAY N.T.S. 4' 6" I �� 1 6„ 4" IOPSVIL bG SEED 8" PROCESSED OR BANK RUN GRAVEL MEET GRADATION OF N12.06 GRADING B OR M5.01.1. 5" CONC. SIDEWALK (8" CONC. AT DRIVES WITH 6"x6"x10/10 WIREMESH) TYPICAL SIDEVVALr\ UL- I t--kiL NOT TO SCALE Type "C-L" top and g - 0'-8 13/16' 10 STANDARD PRECAST CONCRETE UNIT 28' 8' ORIFICE 7.20 �76.00 ORIFICE 1 \ 76,00 76,00� 12' OUTLET PIPE MODIFIED RIP RAP PAD Class "A" -o• a'-o• 1'-0' Concrete 1"-0• 3'-0• 1'-0• FRONT SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICT AND ANCHOR BOLTED INT❑ FRONT OF STRUCTURE WITH MINIMUM 1/2'X3' STAINLESS STEEL BOLTS V_ 1/2' SMOOTH STEEL BARS 4'X8' OPENINGS LAWN/ SPOT WELD @ EACH J❑INT CROSS-COUNTRY 1 ;;]Min. 10� 0.. O ' 12" - I Q 0. . 0 0 o I 'o Q . ... 12" 1/2 O.D. I PIPE 1 /2 O.D. PIPE '4 .Q .Q . 4 a . a 6" Min. I � 12" 0. D. 12 PIPE TYPICAL STORM DRAiN TRENCH SECTION N.T.S. 1111r 1r 1r �111r ��, 11)w l� 11r 11� 111� 1!♦ is is is 111� 1lssssst 1!♦ 11� 11� 111� 111� TOP Type "C-L" Top with Type "A" grate NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE: HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP -- PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN, 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH STRUCTURE AT BASE. DETENTION BASIN OUTLET N.T.S. La Lj 000 0TO 000013 0 0 0 6" CT D.O.T. 2" STONE TO BE PLACED 0 0 0 0OVER FILTER FABRIC MATERIAL Z 0001300 0 13 0 O 0 13 E SEE SEDIMENT AND EROSION 0130 01031SHEET FOR PAVEMENT WIDTHS 000 Oo 000 00 000 D0 000 00 000 000 EDGE OF PAVEMENT THRU STREET ANTi-TRACKING APRON N.T.S. a 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS ® Tel. 860.291 • 8755 ® PREPARED FOR: SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. Fax 860.291 • 8757 esign &rofessionals, �( jjjj U �(11�� (I T d j% `00K VILLA QUARRY V [ �. Z Y l L ` i' L.L.el/ L-1 4 6/15/04 PER TOWN COMMENTS MHA 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD ���■ 3 6-1-04 PER TOWN COMMENTS MHA DESIGN. ORS DRAWN.• MHA CHECKED. • iiBS BY A LICENSED LAND SURVEYOR PRIOR TO 9 VALLEY ������� ����ROADCONSTRUCTION. 2 4/12/04 Town Comments GSs ® THIS PLAN IS INVALID UNLESS IT BEARS THE civil engineers • planners surveyors • landscape architects • gis gps 1 2/1s/oa GENERAL REVISIONS MHA JOB NO.: 1907 DATE. E.• 2/�6/04 IMPRESSION SEAL AND ORIGINAL SIGNATURE I OF THE PROFESSIONAL ENGINEER/SURVEYOR. 165 South Satellite Road, South Windsor, Connecticut 06074 SOUTH �MS®� CO���UCUT NO. DATE DESCRIPTION BY DRAWING NO.: JOBS 1907 1907-7.DWG LANDSCAPE PLANTING SCHEDULE II { / BARRINGTONI I{ PUMP STATItN 11 { 10" OAK - 0" 12" OAK 10" OAK I 6" MAPLF SN ET 2528 3TRANS. RISER LIGHT zz 11 I cn ASP, II C 'r 1-PA Q , SAVE AND F EXISTING TRI tt i III 1-AS I `I MAP REFERENCE: I 1. PROPERTY RESURVEY SHEET 1 OF 1 FOR 960 PLEASANT VALLEY ROAD, SOUTH WINDSOR, CT FOR K.F. PROHERTIES, LLC i I SCALE: 1"=40' DATE: 2/6/2004 BY DESIGN PROFESSIONALS, INC. o ! x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. I� 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD III 3 6-1-04 PER TOWN COMMENTS MHA BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. I 2 3/31/04 PLANNING COMMENTS CBS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3/11/04 ADD WETLANDS INFORMATION MHA RICHARD L. BOSTON ` IMPRESSION SEAL AND ORIGINAL SIGNATURE LICENSED LANDSCAPE ARCHITECT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY EXISTING TREELINE/BUFFER KEY «. V1% 11v114 PLANTING BEDS FOR SEASONAL AND PERENNIAL FLOWERS BY OWNER. PLACEMENT VARIETY AND QUANTITIES TO BE DETERMINED IN FIELD BY LANDSCAPE ARCHITECT. C SITE -LIGHTING CONNECTICUT UCENSE NO. 568 QUANTITY KEY SCIENTIFIC NAME COMMON NAME SIZE TYPE REMARKS: PLANT AT MATURITY TREES: PLANT HEIGHT PLANT SPREAD 2 AS ACER SACCHARUM LEGACY , LEGACY SUGAR MAPLE 2'-2 1 /2 CAL. B&B PLACE AS SHOWN 35 —50 , 25 —30 3 AG AMALANCHIER X GRANDIFOLIA 'AUTUMN BRILLANCE' SERVICEBERRY 1 1 /2"CAL. B&B TREE FORM 15-20' 10'-15' 6 PA PICEA ABIES NORWAY SPRUCE 5'-6' HT B&B PLACE AS SHOWN 40'-80' 30'-50' 5 PA/2 PICEA ABIES NORWAY SPRUCE 15' HT B&B PLACE AS SHOWN 40'-80' 30'-50' 13 PG PICEA GLAUCA WHITE SPRUCE 5'-6'HT B&B PLACE AS SHOWN 40'-50' 15'-20' 29 PS PINUS STROBUS EASTERN WHITE PINE 5'-6' HT B&B PLACE AS SHOWN 50'-80' 20'-40' 1 PSF PINUS STROBUS 'FASTIGIATA' COLUMN WHITE PINE 5'-6' HT B&B PLACE AS SHOWN 35' 12'-15' 5 MS MALUS 'SNOWDRIFT' SNOWDRIFT CRABAPPLE 1 1/2"-2" CAL. B&B 6' HT/TREE FORM 15'-20' 15-20' SHRUB 5 CO CHAMAECYPARIS OBTUSA 'AUREA' GOLDEN HINOKI FALSE CYPRESS 18"-24"SPRD CONT. 4' O.C. 3' 3' 1 CA CLETHRA ALNIFOLIA 'ROSEA' PINK SUMMER SWEET 12"-18"HT CONT. 5' O.C. 4'-8' 4'-6' 1 CE CORNUS 'ARGUENTEO—MARGINATA' CREAM —EDGE TARTARIAN DOGWOOD 24"-36"HT CONT. 6' O.C. 3'-6' 5'-6' 53 1C ILEX CRENATA 'GREEN LUSTER' GREEN LUSTER JAPANESE HOLLY 18"-24"HT CONT. 3' O.C. 3' 3' 4 IV ILEX VERTICULLATA X SERRATA SPARKLEBERRY WINTERBERRY 18"-24"HT CONT. 4' O.C. 3'-4' 3'-4' 9 RCP RHODODENRON CATAWBIENSE, VAR. PINK HYBRID RHODODENRON 24"-30"HT B&B 6' O.C. 6' 9 RCW RHODODENDRON CATAWBIENSE, VAR WHITE HYBRID RHODODENRON 24"-30"HT B&B 6' O.C. 6' GROUND COVER: LAWN OR BARK MULCH/FLOWER BEDS TO BE PROVIDED PERENNIALS TO BE PLANTED TO SUPPLEMENT SEASONAL ANNUALS SELECTED BY OWNER WILL INCLUDE: RUDBECKIA 'GOLDSTURM' (YELLOW CONEFLOWER) — 2' HT., BLOOMS JULY TO SEPT. OPHIOPOGON 'EBONY KNIGHT' (MONDO GRASS) — 6" HT., BLOOMS SEPT TO OCT. LIRIOPE 'VARIEGATA' (TURF LILY) — 1' HT., BLOOMS AUG. TO SEPT. LEUCANTHEMUM 'ALASKA' (WHITE CHRYSANTHEMUM) 2.5' HT., BLOOMS ALL SUMMER. HOSTA SIEBOLDIANA 'ELGANS' (HOSTA) — 28" HT. BLOOMS JUNE HEUCHERA 'EBONY & IVORY' (CORAL BELLS) — 10"-22" HT., BLOOMS MAY TO JULY. HEMEROCALLIS 'STELLA DeORO' (DAYLILY) — 10"-22" HT., BLOOMS ALL SUMMER ASTILBE 'ERIKA' (SPIREA) — 30" HT., BLOOMS JULY TO AUG. NOTE: 1. SEE LANDSCAPE SHEET L2 FOR PLANTING NOTES, DETAILS AND BUFFER ELEVATIONS. N /F THE HAYES CORPORATION .NEW LANDSCAPE TREEUNE/BUFFFER SEEDING MIXTURE TYPE 2 (CONSERVA ION -MIX) m_ / \ S30"59'48"W r \ FFER/S.Y WITHIN DETENTION BASIN, INSTALL- 12" OF TOPSOIL AMENDED WITH LEAF COMPOST, 30% BY VOLUME. 1 I N31021'27"E -NEW LANDSCAPE TREELINE/BUFFER �� I fi' GRASS MAINTENANCE ACCESS TO DETENTION N F BASIN TO BE MAINTAINED BY ASSOCIATION R A YM O N D J. MARTIN AT THE REQUEST OF MR RAYMOND MARTIN, THE APPLICANT WILL PLANT UP TO 6 EVERGREEEN TREES WITH A MAXIMUM HEIGHT OF 6' ON MR. MARTIN'S PROPERTY IN ORDER TO PROVIDE ADDITIONAL SCREENING. MR. MARTIN WILL NEED TO APPROVE THE LOCATION AND TYPE OF TREE. THIS CONDITION WILL BE IN EFFECT FOR A, PERIOD OF 1 YEAR AFTER SUBSTANTIAL COMPLETION OF CONSTRUCTION (ISSUANCE OF LAST CERTIFICATE OF OCCUPANCY). GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. 860.291.8755 es�gn rofessionals, inc. Civi9 Engineers - Planners • Surveyors • CIS 165 south satellite road • south windsor . connecticut 06074 DES/GN.• RLB DRAWN.• MHA I CHECKED.- GBS JOB ND.: 1907 1 DATE:2118104 DRAWING NO.: JOBS/1907/1907—LP.DWO RESURVEY FOR 960,970 PLEASANT VALLEY ROAD SOUTH 11 WI\111SOR CONMCTUCUT pr LANDSCAPE NOTES: N EXISTING ELEVATION WEST LANDSCAPE BUFFER MATURITY ELEVATION EAST LANDSCAPE BUFFER C� MATURITY n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 0 o INFORMATION. ALL EXISTING UTILITIES SHOULD 0 o 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. 1 6-1-04 NO. DATE REVISIONS PER TOWN COMMENTS MHA RICHARD L. BOSTON DESCRIPTION By LICENSED LANDSCAPE ARCHITECT EXISTING %TRFFI INr ELEVATION WEST LANDSCAPE BUFFER @ 5 YEAR ("DROWTH m ELEVATION EAST LANDSCAPE BUFFER Q 5 YEAR GROWTH CONNEC71CUT UCENSE NO. 568 1. LANDSCAPING, INCLUDING LAWNS AND NURSERY GROWN TREES AND SHRUBS ARE REQUIRED IN ALL AREAS DISTURBED NOT COVERED BY IMPERVIOUS SURFACING. 2. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY OWNER'S REPRESENTATIVE. 3. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM RESIDENTIAL. AREAS AND BUFFERING. 4. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. 5. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): BLUEGRASS BLEND (3 VARIETIES) 50 % OF MIXTURE CHEWINGS RED FESCUE 30 % OF MIXTURE PERENNIAL RYEGRASS 20 % OF MIXTURE APPLICATION RATE: 4.50LBS. PER 1000S.F. B. SEEDING MIXTURE TYPE 2 (CONSERVATION) PERENNIAL RYE GRASS 10% OF MIXTURE CREEPING RED FESCUE 10% OF MIXTURE ALSIKE CLOVER 5% OF MIXTURE RED TOP 5% OF MIXTURE TALL FESCUE 70% OF MIXTURE APPLICATION RATE: 5.00LBS PER 1,000 S.F. 6. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI, Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 7. PLANTING SEASONS: SPRING— MARCH 15 TO JUNE 10 FALL— SEPTEMBER 15 TO NOVEMBER 15 8. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD. 9. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER & TOWN OF SOUTH WINDSOR 10. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 11. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. BARK MULCH— 10%-12% B. COURSE SAND— AS NECESSARY C. CLAY LOAM TOP SOIL— AS NECESSARY D. SOIL AMENDMENTS— AS RECOMMENDED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL —LESS THAN 10% B. COARSE/MEDIAN SAND— 55%-65% C. FIND TO VERY FINE SAND— 15%-35% D. SILT— 10%-20% E. CLAY— 15%-20% 12. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW —RELEASE COMPOSITION. 13. ALL LANDSCAPING ELEMENTS INCLUDED ON THIS PLAN SHALL BE MAINTAINED IN A SUFFICIENT MANNER. 14. ADJUST FOUNDATION LANDSCAPING AS REQUIRED FOR FINAL ARCHITECTURAL DRAWINGS AND UTILITY CONSTRUCTION. 15. ADJUST PLANTINGS AS REQUIRED FOR FINAL LOCATION OF UTILITY LINES AND DETENTION BASIN. 16. FOR COORDINATION WITH LIGHTING, SEE LIGHTING PLAN. 17. ALL REQUIRED BUFFERS MUST BE IN PLACE PRIOR TO ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY(C.O.) IF C.O. IS ISSUED FROM OCT. 15—APRIL 5 A CASH BOND WILL BE ESTABLISHED TO COVER BUFFER INSTILLATION. s 860.291.8755 esign rofessionels, inc. v Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • Connecticut 06074 I�ATNDS�CAPE ©DETAILS; DESIGN. • RLB I DRAWN.• MHA I CHECKED.- RLB JOB NO.: 1907 1 DA TE.• 2116104 DRAWING NO.: J0B5/1907/1907—L2.DWG NOTE: 1. STAKE OR GUY TREES ONLY WHEN NECESSARY" FOR SPECIFIC SITE CONDITIONS AND WITH APPROVAL OF OWNER'S REPRESENTATIVE. 2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR WHEN IT IS IMPOSSIBLE TO PLANT TREE WITH THE TRUNK ORIENTED IN THE SAME NORTH ORIENTATION AS IN THE NURSERY. REINFORCED RUBBER HOSE AT FIRST BRANCHING #12 WRE — NEW GALVANIZED ANNEALED CREPE PAPER TREE WRAP TO SECOND BRANCHING FLAG 2"x2"xS!—O" TREATED STAKE FOR TREES LESS THAN 3' CAL 2 OPPOSITE 3' SHREDDED BARK MULCH (NO MULCH WITHIN 3" OF TREE) TURNBUCKLES — 1 EACH STAY IWRE FOR TREES 3' CAL AND OVER REMOVE BURLAP AND TIES FROM TOP 1/3 OF BALL 3 2'x2'x30"WOOD STAKES FLUSH WITH GRADE FOR TREES 3' CAL. AND LARGER 7 'I•�/3" HIGH EARTH hi• ' rrir REMOVE FROM TOP 1/3 BALL a 1.. SHREDDED BARK MULCH irlelC�� 1#��ii%!!C�# :•i�U L. (�y��' °�\ I.. GROUND COVER BEDS �1 %- PLANTING SOIL MIXTURE (Typ.) DIAMETER ;. PLANTING DETAIL NOT TO SCALE RESURVEY FOR QUARRY BROOK VILLAGE �•� (.) �11. ��) � t�l I.> I , I; . a1 � . •� :� " I � � � . a� I . i . I : �1'Z ��> .•� I�� CIO MC it IC 4/ !t SHEET L2 If COLONIAL PORCH POSTS TWO --TONE RED ACCENT COORDINATE COLORS WITH OWNER REAR ELEVATION LLLVA I IUN QUARRY BROOK VILLAGE CONDOMINIUMS 960 PLEASANT VALLEY ROAD KF REALTY LLC 175 WHEELER ROAD SOUTH WINDSOR, CT TYP. RIDGE VENT OOr+C C PER 42' BELOW RM9CO 0= TYP. 4" VINYL CORNER POST -' QUARRY BROOK VILLAGE CONDOMINIUMS 960 PLEASANT VALLEY ROAD KIT REALTY LLC I75 VVHEELER RVAD SOUTH WINDSOR, CT SCALE 8 -o -� TOP OF G RAGE FOUNDATI N 88'-6" - - - - - - - 88'-0"FINISH FLOOR i i E i 87'-9" 9 2" TOP OF PORCH FOUNDATION ' CONCRETE SLa6 E p 0 ) TOP OF FOUNDATION 84'-0" i_---------L---------------------------L-----------4- -------------------------- --------------- -----� , i TOP OF STEP FOUNDATION BOTTOM OF FOOTING b - STEP FOUNDATION AS NEIDE;O -----' RIGHT; ELEVATION ' FINISHED BASEMENT SLAB + - 2A'_3" -------------- --------------------------- ---_--____-j---------------------------------- - - - - - - - _- - r 78'-2" BOTTOM OF FOOTING REVISIONS I 1. - 3/30/04 Revise floor plan units 1 & 6 also town comments. •WK 2 — 5/3/04 Delete free standing 2 car garage, modify 3 car garage NO. I DATE DESCRIPTION n 2'-1 I FOUNDATION PLAN QUARRY BROOK VILLAGE CONDOMINIUMS 960 PLEASANT VALLEY ROAD KF REALTY LLC 175 WHEELER ROAD SOUTH WINDSOR, CT j FRFF ;TAN nlNlr, 91 CvAR rARAr I E LEFT SIDE ELEVATION REAR ELEVATION FRONT ELEVATION RIGHT SIDE ELEVATION FRFF �TANinlNlr, ; rAR rAR Ar 1 1 \ L-. L-.. 1J 1 / l_/ t V �/ \./ `./ f % 1 \ \_/ ( % 1 \ / % \-./ l- ARCHTECTURAL PLAN DESIGN.• 6YK DRAWN 6YK C/lECKED: WK ✓o& NO.: 1907 DA TE: 2116104 DRAWING NO.: JOBS1190711907 -ARCH 960 PLEASANT VALLEY ROAD Mw It INY20210 II T111AdA-p I II 13'-10 1/2" DECK FA/ BATH / \ K... MASTERTW3052 2 BEDROOM 1 2" FIRE CODE GYPSUM SHAFT WALL OO W 2 HOUR FIRE WALL PARTITION FIRST FLOOR PLAN 1ST FLOOR caO.O SQ. FT, t0 TO UNDERSIDE OF ROOF 2ND FLOOR 650.0 SQ. FT. -0" A/C DECK TOTAL 1,33 .0 SQ. FT, T ° ,n n nl I AIRY RI?Clnv \/11 I A(N 2" FIRE COD GYPSUM SHAFT WALL LA NDf Y CONDOMINIUMS LIVING 2 HOUR 960 PLEASANT VALLEY ROAD TW3052 TW3052 e� n BOLD TO IV DER DE OFRI WALL ROOF I LOW CEILING KF REALTY LLC SCALE ROOM v,"n vlt.n k-'�7•-0" AFF Roots 175 WHEELER ROAD 8'-0'> 1ST FLOOR 67$.0 SQ. FT. 13'-8 1 21LIVING 11ST FLOOR 1,005.0 SQ. FT. 2ND FLOOR 648.0 SQ. FT, o 12ND FLOOR 276.0 SQ. FT. SOUTH WINDSOR, CT [A/C] DECK TOTAL 1,326.0 SQ. FT. _ ITOTAL 1,281.0 SQ. FT. �- o j �N 17'-9 1 2"_ LIVING DINING TW3052 TW3052 i,;,. ° annl,n (nl DINING 6 a,an f- W�L HALF `""/� wALL 1ST FLOOR 680.0 SQ. FT. z 9'-1" 4'-5" 5 -11, 10' -1 SECTION A -A C A C DECK 2ND FLOOR 650.0 SO. FT. fi / TOTAL 1,330.0 SO. FT. ' o o" 2" FIRE CODE GYPSUM SHAFT WALL KITCHEN 7�= 2 HOUR FIRE WALL PARTITIONDINING (VTW3046-2 HHI TW3052 Tw3052BUILD TO UNDERSIDE OF ROOF HALF WALL o o N TCHEN If 2" FIRE CODE GYPSUM SHAFT WALL PARTITION 01ST FLOOR 678.0 SQ. FT. ROOM � oo a ,� �n a oo anY3Das 2ND FLOOR 648.0 SQ. FT. LIVING z s%F1,R DERSIOE of ROOFTOTAL 1,326.0 SQ. FT, inMi"''INMAJItR LIVING zOJL CW235 I CWI35 CW135--1 M235 a CY^35 BEDROOM DINING LEI COVERED COVERED PATIO � � n =fin ROOM ` vnii p M 0 PORCH PORCH 11' x 11' 0 o W. L C. z EC K vl.vl In aln T (n te., Ire.1r O CY135 I '� CW135 '""" LIVING L IUN RY Uj per" cwz3s �yl� I/aW1 DINING V LOW CEILING HALF >- ROOM ROOM 7'-0" AFF „e WALL O 6 L.- 101 YIn,.n � L./ 1ST FLOOR 985.0 SQ. FT. I z 2" RE CODE GYPSUM SHAFT WALL 2ND FLOOR 276.0 SQ. FT. I 2 OUR IRE WALL PARTITION B •LD TO UNDERSIDE OF ROOF WALK TOTAL 1,271.0 SQ. FT. I�^ _ 11'-5" p ; COVERED Tw3052-2 0 Cw135 PORCH in ® .7 CW235 KIF I(!) ll ® ® DINING WALL O z U M-5, t- ,---------------- ® => I/wn < S2 0 ., 11 1 COVERED it) I PORCH 1 1 1 I , I 0 PARTI L S TION C-C Cw135 ' Cm35 _ _ _ _ _ _ U CW235 z , z 0 4 ; U y ro Q Intln 1 , Y , 1 3 Q Q Cw135 35 Cvn CW235 COVERED - PORCH PARTIALS CTION B-B V 1- - - - , APPROX. LOCATION OF CURB - SEE SITE PLAn , 1 I � 1 I 1 , 1 1 SECTION A -A ' I I I I , I , 1 , I , , 1 , I o Q i ! ROOF LINE - - - - - - - - - - - - - - -- - -------_ -- GARBAGE ANP j Cp I MAINTENANCEI EQUIPMENT I o o f STORAGE I I o SLOPE FLOOR —� '------------ 31/,I _ -- _ I GARAGE UNIT 162 / I N CO ( I { M I - ---- -- I _ ' 9/o x 7/0 N 3 1/ 00 ( GARAGE UNIT 9 0 I N NI I , I, , 00 I� s/o x 7/0 1 I i 1, I I I I I 00 ---- - - - - - - I I I I I , ,I - { I I , , 8' 1 O ! I I I }! ! I 3" CONCRETE SLAB I I l I I 6" COMPACTED GRAVEL , _ I N , i CLEAN FILL 1 ! i I 1 I I I I I I I ! I i N I f I � I II 1 I I 1 I I I -------------------I I , I i SCALE --------------- - ROOF LINE - - 20'-0" 20'-0 8,-0» 1 FLOOR PLAN FOUNDATION PLAN FREE STANDING 3 CAR GARAGE REVISIONS 3/30/04 .Revise floor plan units 1 & 6 also town comments. WK 2 — 5/3/04 Delete free standing 2 car garage, modify 3 car garage NO. DATE DESCRIPTION 8Y 40'--6" ROOF LINE — I 1 1 I I I I I 17'-2" 2ND FLOOR AND ROOF PLAN 2ND I BEDROOM Al ( — n rti n v n n r\ n I/ \ I1 1 I A (.` I_ CONDOMINIUMS 960 PLEASANT VALLEY ROAD KF REALTY LLC SCALE I a I 1 7' - 2" c, I a nto 175 WHEELER ROAD 8'-0" i 2ND L W.1.C. HALF z SOUTH WINDSOR, CT `; BEDROOM WALL -3 2„=µn ND FLOOR 1 I BONUS ROOM I z � M MASTER BATH d ( I 00 �17'-91 2" ND YJ.1.C. QO LINEN cn 1 I 2 Q >nun ' / \ HALF J �^ " U DOME BEDROOM SECTION A -A < wau •roon t wn _J -3-1 2' FUZE CODE GYPSUM SH�iF AL�. — -- — — — — —•, — — — — - -- _ - 1 4' — 1 D 1/2" 2 HOUR FIRE WALL PARS TI MASTER BATH r, BUILD TO UNDERSTOf Of iR0 MASTER CV CNt35 J I °� � �� n BEDROOM � z LINEN 2" FIRE CODE GYPSUM Ssrn T WALL ( / 2ND J vwn 2 HOUR FIRE WALL PART" ON \ I BEDROOM HALF ' v^"•n BUILD TO UNDERSIDE OF OF l I WALL fl E CODE GYPSUM SHAFT Y1aLL \ 1111711 2 R FIRE 1YALL PARTITION CWI4 \ �AlO a �3 D 1T'VND£IR\SIJDE I F ZOF —' — _. — N MASTER � — — — MASTER BATH , I I I \ / z LINEN BEDROQI c I I C —� 1 \L — .cuua, .nun !MASTER 2` FIRE CODE GYPSUM SHAFT WALL 0 HALF 2 HOUR FIRE 1YALL PARTITION — ,. JYlALL BUILD TO UNDERSIDE OF ROOF BATH MASTER �T BEDROOM Z LINEN .,In I � , .,wn anon I _ BONUS ROOM — ° 2' FIRE CODE GYPSUM SHAFT WALL CW24 C1—n� — — — I I I I I e 2 HOUR RE WALL R PARTITION UN I I — N'o,--' BUILD SO ROOF — — --" — I� N R BEDROI I I > I a / \ ( I I I I < I i ( R In"n O I — -- CYr14 — — I 1 — � I — ~`� 04r2I 4 CWi4 1� — I I 1 I �CN135 � \ I V L__— — _ _j \ U \ SECTION A -A \ \ I I > 14 -6 13'-0" 1 — — — i- FR M (N G DETAIL 25 YE R ARCITECTURAL ROOF SHINC;LL•. 5 LB SATURATED BUILDING PAPER ROOF TRUSS } DORMER OUTLINE INSTALLED PER M.ANUFACTURES INSTRUCTION 1/2" EXTCRIOR PLYWOOD ROOF OUTLINE / / ROOF P 1 CH / F.. ALUM. DRIP EDGE o / / 2"X 6" FASCIA BOARD WRAPPED IN ALUM. 10 1/2" ATTIC TRUSS TYPE s' , ' 112." WALL BOARD TYP. WALLS 7S13r `ZJI 5/8" WALL BOARD TYP. CEILING (2). 2"X 4" TOP PLATE 16" O.C. 2"X 4" STUD 00 i R15 FIBERGLASS / o FRONT FOUNDATION WALL " AN. j ( I INSULATION W� PLASTIC INSULATIONY00RI VAPOR BARRIER Co M f/2• CQvCREtf SSOOV (�! f ' /2" EXTERIOR PLYWOOD o �_ I HOUSE WRAP ROUGEi STAIR OPENING "- " itI/4• newt TOP or rowMATI, 2"X 4" BOTTOM PLATE /'7 10'--0" SCALE ?t3/4° F&OOROTRIING 8`0 >>I � ;INSTALLED PER MANUFACTURES INSTRUCTION o--{ 2"X 6" PT PLATE o I ANCHOR BOLTS 6'-0" O.C. t 3" CONCRETE SLAB ---� 6" COMPACTED GRAVEL {U' CONCRETE FOUNDATION 10"x 20" CONCRETE FOOTING FOOTING DRAIN CONNECT TI 70 EGT{ON SECTION A — A STORM SEWER PARTIAL. SEC"I-ION C—C 2"X 4" sTuos PARTIAL SECTION g—B FRONT FOUNDATION WALL CETAIL FLOOR FRONT GARAGE WAU FOUNDATON DETAIL (LASH WITH RUBBER MEMBRANE TRUSS ROOF LINE 3 1/2" CONCRETE STOOP 11 1 /4" ABOVE TOP OF FOUNDATION 8" CONCRETE FOUNDATION A 11 1/4" ABOVE TOP OF FOUNDATION PROVIDE 4" SHEL\E FOR FLOOR TRUSS - 3" CONCf<cTE SLAB 1 6" COMPACTED GRAVEL FRONT PORCH I CLEAN FILL FOUNDATION I- 10" CONCRETE FOUNDATION WALL QUARRY BROOi< VILLAGE CONDOMINIUMS 960 PLEASANT VALLEY ROAD FRONT FOUNDATION KF REALTY LLC 175 WHEELER ROAD WALL DETAIL SOUTH WINDSOR, CT F SHEET ARGOT E(CT URAL PLAN "..I R EA. P711 A 2 DES/GN.• bYK DRAi�,?+!.• WK CHECKED: 1'�K ��� �������\ ,I.l �`! �il���'o� ���� �08 NO.: 1907 DA r£• 2/16/04 DRAGYlNG AJD.: JCIBS�,90 f1907-ARCH � � �®� (�Q� MMICU T` 1, BARRINGTON PUMP STATI 0 0 0 f z 0 LEGEND 0 EXISTING IRON PIN EI EXISTING MONUMENT EXISTING TREELINE -------- EXISTING PROPERTY LINE — • - • — FLOOD ZONE LINE REGULATED AREA INLAND WETLANDS w FMOMA 1r ROAD LANDSCAPE LIGHTING STREET UGH71NG NOTES: SODIUM. BY GE LIGHTING SYSTEMS, INC:. FIXTURE 'BLACK SKY W/UP TIC CUT—OFFS. COLOR: DARK BRONZE (HOUSE SHIELDS IF REQUIRED.) 2. LIGHT SOURCE: HIGH PRESSURE SODIUM, 120V, 150 W. AVERAGED MAINTAINED LIGHT LEVEL IS 0.51 FC. PHOTO CELL CONTROLLER 3. TYPICAL SPACING, 120 FEET. SEE SITE LIGHTING PLAN FOR STREET LIGHT FIX iURE LOCATIONS I✓YTF=RIf1R I I(ZI-ITIKI(. FIXTI IRG Cf _Wl=nl 11 1= DESCRIPTION: HIGH PRESSURE SODIUM MOLDED TOWN AND COUNTRY. SITE LIGHTING FIXTURE AS MANUFACTURED BY GENERAL ELECTRIC WITH nlP'—('AqT AI I IMINI IAA 1-101FI11 1 ('1ITOPP- RP-P-1 G(rTnF?c ANin A" V, . V VV VV 1 VI 1 1\LI LLV 1 VI\\J /"l1YV T SQUARE 12" TALL FIBERGLASS POLE.(DARK BRONZE) LAMPS: (1) 150w, HIGH PRESSURE SODIUM MANUFACTURER:, GENERAL ELECTRIC COMMENTS: PROVIDE WITH TYPE 3 OPTICAL ASSEMBLIES AS INDICATED ON PLAN MAP REFERENCES.- 1) PLAN OF LAND IN SOUTH WINDSOR, CONNEC77CUT FOR LOUIS M. GAGNON DATE: FEBRUARY 26, 1979 SCALE: 1 "=50' FRANK A. MEUNIER L.S. 2) PLOT PLAN PREPARED FOR. JOSE & CARMEN PACHECO 960 PLEASANT VALLEY ROAD SOUTH WINDSOR, CONNEC77CUT SCALE.-1 "--20' DATE. 10\95 MESSIER & ASSOCIATES, INC. 3) PLAN RESUBDIWSION OF LOT 205 AND A PORTION OF LOT 254 TUDOR HILL SECTION ill SOUTH MNDSOR, CONNEC77CUT SCALE.1"=40' DATE: AUG. 1978 FUSS & O'NEILL CONSULTING ENGINEERS 4) PLOT PLAN BEECHWOOD FARMS SECTION 1 QUARRY BROOK DR. WOODHAVEN CIR., STONEHAVEN CIR., OPEN SPACE LAND SOUTH W/NDSOR, CONNECTICUT SCALE.1"=40' DATE.5-23-80 FUSS & O'NEILL CONSULTNG ENGINEERS N \F HAYES CORPORATION NOTES. 1) THIS IS A PROPERTY SURVEY PLAN AND IS INTENDED TO SHOW PHYSICAL FEATURES WITH RESPECT TO PROPERTY LINES AND MUNICIPAL SETBACKS. 2) PROPERTY LINES ARE BASED UPON RECORD RESEARCH AND MAP REFERENCE #1. HORIZONTAL DATUM IS ASSUMED. 3) VERTICAL DATUM IS NGVD 29 PER MAP REFERENCE#2. 4) ZONE: RR 5) FLOOD ZONE AE BASE FLOOD ELEVAT70NS DETERMINDED PER NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE MAP TOWN OF SOUTH WINDSOR, CONNECTICUT. PANEL 10 OF 11, COMMUNITY PANEL NUMBER 090036 0010D MAP REV. FEBRUARY 23, 2001. 6) LOT AREA = 3.14 AC. 7) NO CURBS TO BE INSTALLED. i - �� � —7 � o r— � ! e ti A r \ I 5 ,� U �D �J 4 �5/ VV \ 756.60� 25 BUFFER S.Y \ `. I { FF: 8 .95 i I FF.88.00: / 1 0 l l -< CD I { l 10 T, „Asti o 0 0 o �00 � \ O FF: 88.00 off,` . 02 o { FF: 88.00 m 6 Zsl o i U� I -��_ • 25' BU FFE S. Y --I i TYPE A INSTALL WALL MOUNTED LIGHTS • .� 7� \ DI ---�-_ _ __�________ _ • - _ 756.36' N3102127E INSTALL LIGHT SHIELD TO LIMIT LIGHT ` "~ i LEVELS AT PROPERTY LINE TO LESS -57j THAN 0.25 FOOTCANDLES � I I i I •, I o ;, x 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 6-1-04 PER TOWN COMMENTS MHA BY A LICENSED LAND SURVEYOR PRIOR TO 2 3/31/04 PLANNING COMMENTS GBS CONSTRUCTION. 1 3/11/04 ADD WETLANDS INFORMATION MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP71ON BY Tel. 860.291 • 8755 GRAPHIC SCALE • Fax 860.291.8757 e :Fesiogn 20 0 10 20 40 �� � ofessson ls, inc, ( IN FEET) ® DESIGN. GBS DRA W. MHA CHECKED. • GBS ® civil engineers •planners surveyors I inch = 20 ft. landscape architects • gis gps ✓OB NO.: 1907 DATE.• 2124104 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: J025S/1907/1907-E.DWG RESURVEY FOR: QUARRY BROOK VILLAGE CONMICTUCUT SHEET [0