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HomeMy WebLinkAbout02-22P_BERRY PATCH_OAKLAND & FELT ROADSDl�t�'�?'�-LG►PME�TT PL�NiSPECIAL �XCEPTION OO �, LAND s. ELT ROO ADS S I DSOO REra F N I� u ti esign Porofessionaleg oun(�o ■ Civil Engineers • Planners • Surveyero . CC1S 165 South Satellite Roan South Windsor, CT 06074 Q860311 291-6755 FAX (860) 291-0, 707 ARCHITECT: ��SSOCIATED A►RCIUMM P.C. 16 SPRING LANE ' FARMINGTON, CT 06032 PHONE: (860) 677-2801 '(860) 676-0627 CONTACTS: CHARLES NYBERG OR CRAIG CHASSE' LANDSCAPE ARCHITECT: .L . OINM JE 1L� �� � LANMC , ; EE ARCITFIEC CHESTER ° CONNECTICUT PHONE: 860-526-8210 CONTACT: RAYMOND E. JEFFERSC SM IWA oA� r MW9WAW s 74 Ns b p SAND A Y s 1 ROAD RCat S S,Qt OV% o NF:RILICE s s y� -QF OR! Lf J�o a NFjy 00, BiR� OE�o 0 f4Y boy Hit, MJ 3PCHUNOSORSVE DR/, A W L% v DRIVE sew 74 ;� yaw a � kv EERP,F`o q COMMUNITY CIRCt£ (Pvt FlUNCTON - AD � ROAD � dMflKi'/ � � m AMY orncc .9sn camp 1 �kp,� yo wesr oy�' e 9Ip A ASSOM I7Nr L / �iH A,SA(S!FltD sra�' �I �m GRANOVEW IERRACE G axnrrr , snarwG `AMW SITE 30 �AY - SCALE 1"=1,200' LOCATION PLAN DE51GN PROFESSIONALS, INC. THESE rfLAJK1 4-S dnE THE IVVZOI T*( OF r-155IONi IfJr AKP- 44AV= 5EEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PIROJEGT. THEY ARE NOT TO BE U5ED FOR ANY OTHER PURPOSE OR HY ANY OTHER PER50H OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE 001RE55 MITTEN FMM15SION OF DESIGN PROFESSIONALS, INC. THESE PL.AN5 ARE INVALID UNLESS THEY BEAR THE ORIGINAL 51GNATURE AND IMPRE5510N 5MAL, OF THE PR0FE5510NAL ENGINEER OR SURVEYOR, THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3008-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS 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 SURVEY MAY DISCLOSE. TO THE BEST OF Z01EIDG`FAND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 CHARD P. L UC. No. i .,.; , Z� 1 i . ..._ .., j07 OWNER / APPLICANT THE METRO REALTY GROUP, LTD. 6 EXECUTIVE DRIVE FARMINGTON, CT 06032 (860) 674-5640 OFFICE WINDSOR (860) 677-6919 FAX PIA,NNING DEPT, APPLICANT THE SOUTH WINDSOR HOUSING AUTHORITY 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06024 (860) 644-3082 OFFICE (860) 648-9486 FAX 52-96 1 2 2A 3 4-7 8 9-1 v L1— L2 L3 Al®2- A2.1 ,Zoning,oata H'iodl ZONE: RESIDENCE AA ZONE (AA-30) USE: HOUSING FOR THE ELDERLY (SECTION 4.1.11) ITEM REQUIRED/ALLOWED PROVIDED Lot Area 2 acres min. 610,439 sq. ft. or 14.01 acres Unit Density * 10 units x NBA 1 /5,984 sq. ft. or 114.8 units or 102 units Allowable units/provided 102 max. 102 provided Lot Width ** 200 ft. or 100 ft. 95.98 ft. & 61.78 ft. (157.76 ft. total) Lot Depth 200 ft. 856.85 ft. Building Height 2 Stories/30 ft. 2 Stories/24 ff. Front Yard 50 ft.*** 458.18 ff. Rear Yard 10 ft. 78.09 ft. Side Yard 10 ft. 65.75 ft. Buffer 25 ft. 25 ft. Unit Size (1 bedroom) 460 sq. ft. 737 sq. ft. Unit Size (2 bedroom) 570 sq. ft. 896 sq. ft. Parking 1 /4 units or 26 130 spaces Impervious Coverage 40% max. 27.7% • NET BUILDABLE ACREAGE: (WETLANDS) 1.59ac. + (EASEMENTS) Oac. + (FLOOD PLAIN) .16ac. + (SLOPES >157.) .78ac. = 2.53 cc. 14.01 (TOTAL ACRES) - 2.53 = 11.48 cc. 10 UNITS/ACRE X NET BUILDABLE ACREAGE 10 UNITS/ACRE X 11.48 N.B.A. = 114.8 ** FRONTAGE VARIANCE OF 4.02 FEET GRANTED BY SOUTH WINDSOR ZONING BOARD OF APPEALS ON AL 4, 2002. •"• REQUIRED FRONT YARD SETBACKS: OAKLAND RD.: 50'+ [2'X(200'-60.94')] = 50' + 278.12' = 329' REQUIRED FELT RD. = 50' + [2'X(200'-95.98')] = 50' + 208.04' 259' REQUIRED N/F ABUTTER LIST MAP LOT 38 2 400 BUCKLAND ROAD 39 5 56 FELT ROAD 6 82 FELT ROAD 50 82 FELT ROAD 51 82 FELT ROAD 52 82 FELT ROAD 53 25 GRANDVIEW TERRACE 54 35 GRANDVIEW TERRACE 55 39 GRANDVIEW TERRACE 56 40 GRANDVIEW TERRACE 57 36 GRANDVIEW TERRACE 58 28 GRANDVIEW TERRACE 62 35 SUMMIT DRIVE 63 45 SUMM/T OR/V£ 64 65 SUMMIT DR/V£ 65 48 SUMMIT DRIVE 66 36 SUMMIT DRIVE 51 26 101 OAKLAND ROAD 32 115 BEVERLY ROAD WEST HARTFORD, CT 06119 33 432 8UCK1.AN0 ROAD 52 4 115 FARM BROOK LANE 89 274 OAKLAND ROAD 90 PROPERTY TAX DIVSN P.O. BOX 4973 HOUSTON, TX 77210-4973 91 440 D£M/NG STREET 93 195 OAKLAND ROAD, BOX 45J 94 151 OAKLAND ROAD 95 151 OAKLAND ROAD 96 130 FELT ROAD 122 66 FARM BROOK LANE 123 56 FARM BROOK LANE 124 46 FARM BROOK LANE 125 36 FARM BROOK LANE 12i 26 FARM BROOK LANE 127 16 FARM BROOK LANE 128 6 FARM BROOK LANE SHEET INDEX CALVARY CHURCH OF THE ASSEMBLIES SULLIVAN, DENNIS J. /// & ✓OAN M. BURRILL, ELIZABETH C. BURR2L, ELIZABETH C. BURRILL, EL/ZAB£TH G BURRILL, ELIZABETH C. GAMACHE, ROBERT M & AMY L. (SURV) O CONNOR, KAREN A. & EDWARD J. TORRANI, ROBERT & PENELOPE R (SUR) BONANNO, LISA M. FINNEGAN, CORINNE M. PL.-IN, WILLIAM J. & B/ANCARDI, STEPHEN R. AND DONNA A. BENETTIERI, HUGO T. & CATHLEEN B. SUPP/C/CH, MICHAEL J. & KR/ST/NA G. CHOI, DUK K. & KYUNG J. BLEZARD, MICHAEL R. & MICHELLE K. MALYSZCZYCKI, MAR/AN & TERESA (SU) KATTEN, FRED S. VILLAGE AT BUCKLAND COURT FARM BROOK SUBDIVISION ASSOC INC OD£LL, LEMUEL WALTER MOBIL OIL CORPORATION PETERSEN, LOIS H. ✓OHNSON, PAUL/NE G. SIMLER, MILDRED S. LU & KENNETY & S/ML£R, MILDRED DELNICKI, THOMAS A. SANTORO, PETER F. & PAULINE R. (SV) DABROWSKI, H/POLIT & BOZ£NA DEC£LLE, WILLIAM P. & KAREN M. (SV) SMJTH, THOMAS S. & MELODE£ A. CALIENDO, KAREN K. & STEPHEN J. TOOP, MICHAEL G. & DIANA R. (SURV) SONG, SH/HONG 0. & COVER SH EET" KEY MAP/LOCATION PLAN PLOT PLAN APPROVAL LETTERS *(PROJECT FORMERLY KNOWN AS BERRY FARM) TOPOGRAPHIC PLAN PLAN/PROFILES SEDIMENT & EROSION CONTROL PLAN DE I AI L SH EE 1 J LANDSCAPE PLAN LIGHTING PLAN ARCHITECTURAL PL NN �: /JO$5/Ia�I/I� � IpIb.DWG REV: September el, 2002 REV: July 16, 2002 REV: June 27, 2002 REV: June 15, 2002 REV: May 16, 2002 VANE: December 10, 2001 SHEET 1 A r T O N/F S�znler, Jr. PROP. SIGN o \ ,� rr� f �a d n f Can \ / �S 'q r �• (SEE DEATIAL SHEET L2) � \ t X X .... % P IQ 40p / 1 40Q \ i INSTALL STOP BAR, STOP 9 CS--19 i7.24' -'Ci ` \ � IV/r \ SIGN AND RIGHT TURN t �1�� \11 \ \ ONLY SIGN. \ Q \ . / cd a aline G. / � BIT. Wq� � '�� � \ � \ �• �\ ` \ NOTES: \ \ o`�,'` .� o • ', '• / / • • • � \' o \ � / / � � 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON � \ \N�"o '•. �• • � \� \ `\+` / � . • � •' .� 2. HORIZONTAL DATUM IS BASED ON NAD '83. \ 41, /3. SEE MAP REFERENCED HERE ON FOR OVERLAP OF MAPPING IN THIS AREA. THE HATCHED AREA IS NOT INCLUDED IN THE AREA COMPUTATION HEREON. 11 \ _ t� � , • � `�"""�"� \., / :�"'o / � 4. FLOOD ZONE INFORMATION TAKEN FROM FIRM COMMUNITY PANEL NUMBER 090036-0007D MAP REVISED FEBRUARY 23, 2001. o CB 1 Cg- 0 / \ 'a`'`"---..\... / B 2 5. AREA OF THE PARCEL 610,438 SQ. FT. \ 14.01 AC. \ 1 i� I F~,..•� T P 1 4 �\ / \ ;J � VOL. 27 PG 500 OF THE SOUTH WINDSOR LAND RECORDS, PER 1 I •• .,,.~ v 6 PARCEL MAY BE SUBJECT TO CERTAIN WATERRIGHTSA / ;' /7. SEE LANDSCAPE PLAN FOR SPECIFICATIONS ON SITE LIGHTING, ( ' EXI ST1 N G PON(� LOCATION OF IDENTIFICATION SIGNAGE, DIAMOND POST 1 ' t ' \ � � � • 0 :`• .;'% CB-1 RAIL FENCE &STONE COLUMN. EXACT POSITION OF SITE ELEV. LIGHTING TO BE DETERMINED IN FIELD AND TO BE INSTALLED t Y-8TPI TO AVOID SITE UTILITIES. o � • !; • MAP REFERENCE p o \, / �' 7:' \ / PROPERTY SURVEY - RESURVEY RESUBDIVISION MAP PREPARED FOR G .Cy yQ nl A,A�� A•� ` �J�2G /F \ /. � • ��: / VILLAGE AT BUCKLAND COURT L.P. BUCKLAND ROAD SOUTH WINDSOR h \ , ,..,, CONNECTICUT SCALE 1"=100' DATE: 9-2-98 REV. TO 1-13-99 ..r . i v. ,. • W G °tea,°s \� ` t CB-1 N� dGi�'G`�% / oo ]� 1" SHEET 1 OF 1 BY DESIGN PROFESSIONALS, INC. CIV Petsell pRop S / Lois 1 PSMH-5 vyq % \ i / LEGEND ` 1 / C8 16 FR ® EXISTING PIN 1 ' i CB-13 D2 `.. El EXISTING MONUMENT t 1 A 4 0 on118, t t \ \ — — EDGE OF WATER 1 ylq� Rai' s0. p — P R_1_ 50` 0p D# DUMPSTER PAD 24.00' TYP , \ - — - 80' REGULATED BUFFER / t 1 CB-10 D1 \ \ A ---A EDGE OF WETLANDS No 4 PROP. LIGHTPOLE (SEE SHEET L3) t �• o; "o � PSYA�TI 6. L `t 16.1 � \\ \ / mN 4 Q4q 4 z.� 3 Tong 15 \ �p R�150.00 51 9.00' TYP. R_15p 00 p \\ n Y_6 3 P 7 -3 D8 y \ \ \ 1 � 8¢ C` r0o�4 t S \ \ \ �• R �Soo�, zs t 1 , 18.00' TYP. ---1Tort - 0 =27 • $ S '9 4$ \ 2 ' 3 48" R=150.00 56 f \ Y T P 8 T P 1 6 �•�,�� z0.6g. 11 2 5 \ t o T 11 \ tJH L TBCD °� \ T P Ro �\ \ _ \ es CS-8 5' BIT. WALK AT o p7nE' rre '" ---.._ ~" -•--�. L �9.2t Tones` OJ - L-_J0747 PARKING �� -�""'_ `^-- �` �•••"'"" R-18' 13'10" -- ...._ Tart:-54.32 -1 � a o � 1a.o TYP. (TYP.) (TYP. �� Y-10 R�300.00 3J ) RC S 7 D6 L-JOR ,ono CB-' 000�o\\ 4° 9 3.82 1W 3.00 WIDE HATCH) F `-ES1 I • (U/�g ram.. Y'��+M.+i_' 24.00' \ \ 34 34" R�00.00'3$"00 ° "'•` "' �'." ...---.. "`.,..^. �,^•.. ion OO ?s s. \ INSTALL STOP BAR AND CalV OP SIGN / ary C4 -.- --�-- "—_ \ }� The 0 \ / i lleld 1NVl133.75 CB-26 0 !� —sd 1i • `� �..�` _ = c , . r - Y i _� _^ _' '�' �� 4"r i //•� .� TF.138.35 / Vnno,, '.+.,.. 1ss.9�. / B.ry'an NIF ..� -_ -_ & lea t �,.. Yr' ho -_ �---_ -- , r{NV:13 . 3 OWNER / APPLICANT APPLICANT CDx'Sjnl► "� THE METRO REALTY GROUP, LTD. THE SOUTH WINDSOR HOUSING AUTHORITY FL s. � 6 EXECUTIVE DRIVE 1540 SULLIVAN AVENUE024 1 tY/fi7 �,,,, F4:134 •FARMINGTON, CT 06032 SOUTH WINDSOR, CT 06 e. (860) 674-5640 OFFICE (860) 644-3082 OFFICE ro �ha E'•j �% 1 lstl (860) 677-6919 FAX (860) 648-9486 FAX na o it 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-20 860.291 • 8755 PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET ,A\TVC .,n , AI ,A, 7uC z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF IHE KEGULAIIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SUR VGIS AND MI1rJ 11V MG PLAN INFORMATION. ALL EXISTING UTILITIES SHOULD 5 9-9-02 APPROVAL LETTERS KMI STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THISPL O� Pl5l�� m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 7/16/02 TOWN COMMENTS GBS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. esign RERR Y PA TCH 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 6/27/02 PER TOWN COMMENTS GBS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. rofessionals inc. 2 BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 6-13-02 REV. PER TOWN COMMENTS KMI a DESIGN. KMl DRAWN KMl CHECKED.' Gas FE LT R D,& OAK LAND RD, RT,3® ® to o5-1s-G2 REV.S70RM/ADD WALKS KMI 12882 � Civil Engineers •Planners •Surveyors CIS Joe NO.: 1521 ')ATE. December 2001 �®��� ���®� �®F3I�IE�'IC�tClU'�' I THIS PLAN IS INVALID UNLESS IT BEARS THE 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: 1521 1521-28. dW IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY i---� �'/]�-•1s�ts�f �j/.�South r`��S.��,(�},. ! V w / s. V / V ��� l.V tIFK.et7i/G x / s 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 k 1540 SULUVAN AVENUE • SOUTH WINDSOR, CT 06074 17lt12 sVud, W� k��sox-co�r� TELEPHONE (860) 644.2511 °osoR co TELEPHONE (860) 644-2511 ¢ 1540 SULUVAN AVENUE • SOUTH wINOSOR. CONN. 06074 4���soa.co"ra AREA CODE 80 r 644.251 t August 19, 2002 July 22, 2002 August 5, 2002 Certified #70020510000081152253 Design Professionals, Inc. CERTIFIED MAIL 165 South Satellite Rd. Design Professionals, Enc. South Windsor, CT 06074Attu: Peter DeMallie Attn: Peter DeMallie Mr. Geoffrey Sager 165 South Satellite Road The Metro Realty Group, LTD RE: Berry Farm South Windsor, CT 06074 10 Executive Drive Oakland Road Farmington, CT 06032 South Windsor, Ci' RE: Appl. #02-02P -Berry Farm Senior Development, southerly of Oakland Road, Mr. George Daniels westerly of Felt Road (Assessor's map 02, parcel #92) AA 30 Residential zone South Windsor Housing Authority Dear Mr. DeMa(lie: Street Dear Mr. DeMallie: 50 Elm South Windsor, CT 06074 the South Windsor Water Pollution Control Authority, at its special meeting of July 30, 2002, gave At the July 10, 2002 regular meeting, the Inland Wetlands Agency/Conservation Commission 8 approval for the connection o the ., as s sewerage system of an elderly apartment complex located on approved application #OZ-02P -Berry Farm Senior Development -205 Oakland Road - Inland Ocar Mr. Sager and Mr. Daniels: Oakland Road, Design South Windsor, ls, I as more specifically shown on plans entitled "Topographic Map" approv Wetland/ apnlicati n Commission application for the construction of 102 unit Rea apartment pec eption and Site Plan prepared by 26Professionals, -16- Project bj t it) t Drawing ng co 3, dated 12- 10-01, with revisions Re: Appl ;102-22P, Berry Farm Special Exception dated 5-1G-02, 6.13.02, 6.27-02, 7-16.02 and subject to the follo��ing conditions: complex on 14 acres, stormwater structures, parking lots, and associated improvements on property totaled southerly of Oakland Road, westerly of Felt Road (Assessor's map #52, parcel We are pleased to advise you that the Planning &Zoning Commission voted on )sly 30, 2002, to approve with (. A notice acceptable to the South Windsor Town Attorney be placed on the South Windsor Land prop prop AA-30 Residential zone. This approval is subject to the following conditions: modifications the above referenced application for a Site Plan of Development and Special Exception to Section Records prior to issuance of the first certificate of occupancy, stating that prior to any change in 4.1.11 and Site Plan of Development for a 102 unit senior residence development on property located on the o,vnership from rental property to any form of single unit ownership, the applicant/oNmer agrees 1. One blueprint c southerly side of Oakland Road, westerly side ofFelt Road, AA-30 zone as shown on plans prepared by Design to grams an easement as the ownedsefler to all owner/purchasers prior to any such sale, allowing p ' copy of the entire set of plaits and this letter reproduced thereon, must be Professionals, Inc., Job No. 1521, dated June 27, 2002, as revised. This approval is subject to the following all property owners to have access to and through all sewer laterals on the property and further submitted to this Commission. This must be completed within 65 days of approval prior modifications: P g agreeing to meet any and all conditions set forth in the approval letter dated August 5, 2002 from to any construction activity on the site. Plans submitted to Planning & Zoning rite South Windsor Planning and Zoning Commission. Commission shall be considered having met this requirement. 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. Connection charge in the amount of $850 per unit must be paid at the time the permit is issued 2. No building 2. The application shall indemnify and hold harmless the Town of South Windsor against g permit will bu issued until the final mylars have been filed in the Town Clerk's office. 3. Technical approval of the Town Engineering Department.4. Final Authority approval and acceptance of the sanitary sewerage connection will be given once any liability, which might result from the proposed operation or use 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation the sewer line has been installed and inspected by the Town staff, and based upon the written 3. The permit is valid for five years and shall expire on July 10, 2007. It is the Commission, including a bond is the amount of$25,000 for erosion and sediment control, and a bond in the verification of the Town staff that said sanitary sewer line was installed in substantial conformance landowner(suapplicant(s) responsibility to track expiration dates and notify the amount of$20,000 to ensure stabilization of the Swale and stream crossing, with the design plans previously approved by the Authority, and meeting, all Town regulations and appropriate technical specifications relating to sanitary sewer construction.Commission of a renewal request at least 65 days prior to expiration. 4. An as -built plan is required prior to issuance of Certificate of Occupancy per Section 3.1.10 of the Zoning 4. All approvals required must be obtained and submitted prior to any activity on the site. Regulations. This approval letter must be superimposed on the final approval plats. S. A contact person Shoff be identified on the plans. S. A landscape bond in the amount of S 10,000 is required and must be submitted prior to filing of mylars. Very tray yours, 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of 6. Staff shall verify site closure and stabilization before the winter season. South Windsor. i 7. Prior to signing off on the certificate of occupancy, staff to ensure plants and landscaping ' a P P g � Joseph Canino, Chairman are complete. Lawn area to remain as shown on the plans. 7. WPCA approval is required. Water Pollution Control Authority 8. A minimum of G' of top soil to be used in the lawn areas. 8. The building(s) street number must be included on the final plan. JC:dd Cc: Matthew Galligan,'fown Manager 9. The Swale to be established and stabilized prior to any gating being done on this site. 9. Town Engineer's review comments dated July 18, 2002, (with the exception of the final comment) must be Michael I. Gamick, Director of Public Works addressed to the Town Engineer s satisfaction Jeff Doolittle, Town EngineerMarcia Banach, Director of Planning 10. Best management practices to be used with respect to turf grass management. 10. Required restrictive covenants to the South Windsor Housing Authoritymust be reviewed and approved by John Collins, Chief Building Inspector the Planning and Zoning Commission and the Town Attorney. Metro Realty Group, L1'D 11. We recommend a bond in the amount of $25,000 be submitted to'the Planning & Zoning South Windsor housing Authority Commission to ensure compliance with the Erosion and Sedimentation Control 11. Decorative grills are required over wall condenser units. Measures. 12. Applicant must return to ADRC for review of buildiug colors. 12. We recommend a bond in the amount of $20,000 be submitted to the Planning & Zoning 13. Whorever sidewalks directly abut parking areas, the sidewalks must be five feet wide. Commission to ensure stabilisation of the swale and stream crossing. 14. The stone wail must be constructed to 4' high at the entrance. Very truly yours, 15. The sidewalk to the Wapping Shopping Center must be shown on the plans. Black and white transparent mylars of Sheets #2 with the above modifications, together with three blueprint INLAND WETLANDS AGENCY/ copies of the entire set ofplaw must be submitted to this Commission within 30 days to be stamped and signed. CONS VATION COMMISSION The letters of approval of&is Commission as well as the Inland Wetlands Agency/Conservation Commission f must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be retuned to you for filing in the Office of the Town Clerk. After filing these plans (including landscaping and architectural plans), a copy ofthe receipt must EI' th A. Warren, Chairperson be submitted to the Planning Departmnt. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. EW:dr Sincerely, ce: Chief Building Official Town Engineer Kevin McCann, Chairman Planning & Zoning Commission KMcM/kah cc: Town Engineer CbiefBuilding Official Assessor Superintendent ofPollution Control Fire Marshal Design Professionals, Inc. a Z -e x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 860.291 • 8755 11z It LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE D 5 9-9-02 APPROVAL LETTERS KMI m INFORMATION. ALL EXISTING UTILITIES SHOULD I tr fl� e BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 7/16/02 TOWN COMMENTS CBS I esign 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 6/27/02 PER TOWN COMMENTS GBS ' rofession�is ���L_� BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 6-13-02 REV. PER TOWN COMMENTS KMI � ! DESIGN: KM DRAWN.• KM/ CHECKED.• GBS III 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 05-16-02 REV.STORM/AOD WALKS KMI 0 Civfl Engineers • Planners ° Surveyors ® CIS ✓og No.: 1521 DA7E• December 2001 IMPRESSION SEAL AND ORIGINAL SIGNATURE 165 south satellite road • south windsor • Connecticut 06074 <-� 7 r �� 9 �y !� OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP770N BY _ � DRAtr4Nr NO.: r5?j � y,;,� r-�.�e. dW�/.JH�� r A t PROPERTY SURVEY/RESURVEY PREPARED FOR: BERR Y .&A 7'CH �iI��i�I11��11) * 1 CONMCTICUT SHEET --- -------- `% , K i •�; � � " l� ILL.. ,,,-- �j SIGHTLINE: T E IRON PIN FOUND NOTES: SWALES TO BE SCARIFIED AND REPLANTED IF TIME FOR INFILTRATION OF p\\KNST � v-_ J6g•59'S1"W, p 7� PONDED WATER INCREASES BY MORE THAN ONE AND A HALF TIMES BASE OAKLAND RD. WEST-750+' o _ FROM CORNER LINE INFILTRATION TIME. BASELINE INFILTRATION TIME TO BE DETERMINED OAKLAND RD. EAST-1200+` > \ x L 1( �\��� ��� �IIGRANITE-V11 t�''� r� WL 100 _ AT TIME OF CONSTRUCTION BY WETLAND CONSULTANT AND REPORTED TO MEASURED 10' OFF PAVEMENT�0 MONUMENT �- �« I'P' TOWN WETLANDS AGENT. H.P. PROP. ��130.23 ✓ \ •-� GUIDE RAIL \ 01/ B t` r - - - - - . - - END OF CURB CONCRETE M NT 2---� MONUMENT\ I \ � 25' BUFFED 11 10' S.Y. � ° ..>_8='•-�E�---°= _ �t --- FL-118.70 - J,.., , \ \ � 1 \' `YVt.\ 104''G\�� % �20- - 1lil' SMH-1 �' \ �y �7� v TF: MATCH EX.O A N6% " \ ` \, OTHERS)" A TF: 129.45 ® % \ (TO BE OE GAEC7 BY •� I \ TOP: 126.5 t N �\ \ \ �--^ \ l `FL:117.95 / \ \ v:1i�.57 D3 Mk_ TO XIST. BAR WI 9'X18'� ' , / S. \� ]�j� T , 1! o ( BE REM �'»4� TYP. S - \` � � \,:� F \ � I , \ � Z0,7 ,2 \ G Johnson vvL 1 os Ex. CON aR E -�\� \ ,Pa W , (TO REMA L) v uhn e C. BOX B- 8 129.7 `� \ ` - \ I \ / / a \` `` �:� PROP. ON ��J 1 W RAP H000) `(`' �`> FL 12 5 \ �\ \ ��\ \ �\ \ \ �C'' (2)-a'X7' , \ 1 :1 3.95 `'�"►_ \ ` � ,_ \\ INV. 120.00 ^1 6i � �\`��\ � 107 , /... ��\\� S�nJ�/ \ .'�L:t�2sf p � \f. 70 INV:1 119.00 P, 0-� \ PROP. RETAINING WALL U q� p�T:1t9. . . , , S \ \ ` / \ 56 \ �, \ TO BE DESIGNED BY // I lIor:iia.o ' _ \`` •- 5. EX4STING (2)-EXISTING 48• CMP OUTFLOW PIPE (TO BE REMOVED) PROP. 3 CABLE GRANiTE 15" CON FE , �' // ' ! GUIDE RAIL e••, _ \'; 2 ' '� /' 'moo LEGEND \ _ F:125.75 r ` - _ _ 1 1 VARIES (4• MAX.) y1 ` , ' FL:126.25 `1 - _ L 1 _ _ N� 1. 280'-DRAINAGE SWALE �'�"V, �� TF:121.55 ',' , ' :� I EXISTING PIN ` \ Nv. "� �\ p 116.25 �' , /, ,' / ' o EXISTING MONUMENT \ - - _ ' 20.8 FEN SLOPE DETAIL) F:125.75 V. 18 oP too \ % ,f , , / _ 300 _ EXISTING CONTOUR 1' HIGH STONE BERMS @ 40' FXISTING POND `9'\�,',' % ` /• ,' ,',' / 300 PROPOSED CONTOUR 13l - �} ' ,' ,' Xq••- ' ,' /,' X 287.3 PROPOSED SPOT GRADE ,� 50 116.0 IidSTALL 2 5' B \ �LEV. �' _ UPLAND ' - - - - - - - ` _ \ � , , o , .•' ,' / � %� LIMIT OF INLAND WETLANDS . ` ' LIMIT OF 80' REGULATED � '•• / REVIEW AREA 6 o Q �20� '/ ' / ' ' • 137.8 I TALL 11.25' BE NOTE: SWALES TO BE FINISHED GRADED & �': ti � � ' ' C -1 ; �_ - _ 9oT= � ' . � � � \ \� • '. '' �W/TRAP HOOD) D�� DUMPSTER PAD •0 VEGETATIVELY STABLE PRIOR TO . ' ' ' ' 'TF:121.55 3 - - oP.°i3o•D \ \ A9 ISSUANCE OF A BUILDING PERMIT. �' / FL:116.25 - F - PROPOSED FOUNDATION DRAIN �� - TF: 0.40 ' ' - R - PROPOSED ROOF LEADER :1 25 230'-DRAINAGE SWALE 0 \ `,P�,a \ . \ : a8 ( ) ,., / F/ :123.35 ' U� -S - PROPOSED SAN. LATERAL '�' SEE DETAIL N .r[' - / \ SLOPE: 1.5% "%' PROPOSED WATER SERVICE � , rf f;2o � , /��� jL118.60 _w_' \ Ij 1' HIGH STONE BERMS 40' ' ,�' f ' • : / C kp0 �]' t ersen 139,7 C� \\� �-. 5 t /_"� FL:120. 2 XOn t,ROP•\ • 5. �' ��� .� ". :'' _ / /_vt✓�5'� / lJols H. �Pi _ `AI TEI� ` S 11, \ ! - (� \ - WATER CONSTRUCTION NOTES: CONS . ALL FIRE HYDRANTS WILL BE SUPPLIED BY CT. WATER CO. EX ` 2 CAVATE TEST HOLE AT PROPOSED TAP LOCATION TO DETERMINE DEPTH OF 12" WATER MAIN. ALL WATERMAIN FITTINGS REQUIRE MEGALUG BRAND RETAINING 4 GLANDS. 1G0.5 t � � N � \ ` - \ � 28•r- 0 C A� � �' •''�+ _ 1'LO �� _ TOP:12 . � \ VJ1" / P_ l , :13t. �._ - \ lno,2 j� /3'HATCH �. L:123. 5 ` - - . \ �. \ \ � � \ ` D1 .ND , , ,' ` - - - � \ • � `� � \' �.'' 3 � � 29 X \\�. CB , �* INST 5. 2 -tND Grp \ \ \ \ \ / ✓ 14 .2 - - ` - - _ _ TF:1 8.85 _ - OQ TF:1 9.80 Y- L 25`25 \ _ 0 - ` - - _ K L:1 9.10 0 - \ TF:1 1�so.B F• 129.50 - - � \ TF:132.75 '� TF:130.0 ' ' � 6 � "`----1-• 11. NR ` ' INSTAL 22 5 8 FL 129.50 I T IF 130.50 •4 ~ \ FL:127.25 \ ` ` _ ` � 125 :p 31 \ \ FL 125.50 .. \ - - eii � I N � \ \ _ - _ _ -vim - _ � 1 -,• / � \ .-_ _ \ . � ' \\ � .' 14 147.6 TF:129.7 - - - - - - - FL:126.25 _ FL:126.25 . %(W t0 TF:1365.40 p - ` ' 94 4' BIT. F. T L:133.00 - _ _ SIDEWALK_LK� Y-,- (TYP.) .60 0'5' BIT S. T` L:131.65 15"f' ` � _` - - _ _ WHERE SIDE A K ADJACENT' - _ _ cv - - - - - - 1 \ STALL PARKING �f •\ rpf,o s ---� 'r` "'�•�,-.•_ _ - - � (TYP.) �N j - ' - ' ' - � 1130 - `x --',I ---' " -- �'�=-'" ;� - j L TF:136.75 -"- 4 \TF:1i .�i8.avim...../ ^`s¢ic,-..__.. �` .",,,,,•�.- 1 - - - - _ - _ - - v r ' -' - _i�^�_ _ _ - _ - - -. __ _ `a ` - 1RAP�17 7•AC n\ _ .• `\ O\ `% 134 9.�5 BEND /\ _ ' ' ! •""�� _ - (W%TRAP HO 'BEND `'� t � ' ' •�•- �",t"'�""r-=� � ,,,,� � ' 1 �-- '�`��`..-�.�r._ ��"'` - - f' ' - _ _ 'l 0 F�L.: 2� 0 13 �' 0 � _ Ca�� `� 28. Q - INSTA/LL 11`.2 BEND C. 1 Y _ Var ---- - _-- _ _ ` the A of N IP 'Sseli'� if _ r SN _ OFF "'•�..,,,r`"`�' - _ - Q D7 t ` �_� ` \_ rr-•."�,_�a6�g 'r! / / ( GENERAL NOTES: " W.11 C',F cl-ren �-� PROPERTY LINt , ® _ -! ` ` \ \ \ . g8 O 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. %�' �r 2. HORIZONTAL DATUM IS BASED ON NAD '83. �Zdma•nn +�.+n I .P- .� 3. SEE MAP REFERENCED HERE ON FOR OVERLAP OF MAPPING IN Conn_"""�►.�„• ~' �-- � 1 JV THIS AREA. THE HATCHED AREA IS NOT INCLUDED IN THE AREA INSTALL 6" PERFORATED UNDERDRAIN INAL EXTENTS o''r COMPUTATION HEREON. TO BE DETERMINED AT TIME OF CONST UCTION AND J1 r ..\f?oh' -•� 4. FLOOD ZONE INFORMATION TAKEN FROM FIRM CONNUNITY PANEL APPROVED BY TOWN ENGINEER. aj $r NUMBER 090036-0007D MAP REVISED FEBRUARY 23, 2001. ✓ �n p_ I.P. \ ` ••..yam,_ j/e 5. AREA OF THE PARCEL = 610,438 SQ. FT. a t ` --- - ��' = 14.01 AC. oraj~',+�.R.[ z t" . 2 ��� M, / O e•, r„ a ra a ®, •r a n n , , re e , •r X i /...__ �� �� _ _ _ �� _ '�� / -•®�;«`\ - - %ryy F,13 6. PARCEL MAY BE SUBJECT TO CERTAIN WATER RIGHTS AS PER MAP REFERENCE: OWNER / ArPUCA'N ArrL.IUA►vl r(V1I VOL. 27 PG 500 OF THE SOUTH WINDSOR LAND RECORDS. THE METRO REALTY GROUP, LTD THE SOUTH WINDSOR HOUSING AUTHORITY .t�jch l" L-► \ FOR FELT ROAD WIDENING PROPERTY SURVEY - RESURVEY RESUBDIVISION MAP PREPARED FOR /tI 7. WETLANDS FLAGGED BY SOIL SCIENTIST, JOHN IANNI OF HIGHLAND VILLAGE AT BUCKLAND COURT L.P. BUCKLAND ROAD SOUTH WINDSOR 6 EXECUTIVE DRIVE 1540 SULLIVAN AVENUE �(�' SEE PROFILE SHEET .�,�4 ([ / SOILS, ON NOVEMBER, 2001. CONNECTICUT SCALE 1"=100' DATE: 9-2-98 REV. TO 1-13-99 FARMINGTON, CT 06032 SOUTH WINDSOR, CT 06024 "`1p,1,y I.P. 8. SIDEWALKS TO BE 4' WIDE BIT. CONC. EXCEPT WHERE ADJACENT TO SHEET 1 OF 1 BY DESIGN PROFESSIONALS, INC. (860 674-5640 OFFICE 860 644-3082 OFFICE �1r tZ�a PARKING SPACES, THEY SHALL BE 5' WIDE BIT. CONC. (860) 677-6919 FAX (860) 648-9486 FAX R, ,Ipp�c G. 7 9-23-03 ADD STRUCTURE LABELS MHA .1„•� 6 4-16-03 CHANGE ORDER JAS o j x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 s 860 • 291 • 8755 PROPERTY SURVEY/RESURVtY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN n INFORMATION. ALL EXISTING UTILITIES SHOULD 5 9-s-o2 ( APPROVAL CONDITION(S) KMI THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE , r U Otl' ©�U Wr r1U` U U11� Pl�li-�1UV BE FIELD VERIFIED 40 __ _- 20 40 E� esign BERRY PATCH AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASNOTED HEREON. `---�� -r- -� � ■ r \ /02 TOWN -- -- 2. ALL LICENSED LAND PRIOR SURVE OR PR OR TOE FIELD 3 6/26/02 PER TOWNCOMMENTSces TO THE BEST OF MY OWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS r- o - - ��� CONSTRUCTION. 2 I 6-13-02 REV. PER TOWN COMMENTS KMI rofessionels �n�❑ ( IN FEET) II DESIGN: KMl DRAWN KM1 CHECKED: KMl FELT RD, OAKLAND RDo (Jill J.l o3®) 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 05-16-02 REV. STORM/ADD WALKS KMI f 12882 1 inch = 40 ft. Civil Engineers o Planners • Surveyors ° C157 JOB No.: 1521 IDATE.' Dec. 10, 2001 IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. , SOUTH HI WINDSOR ®�Y�T1EcC'IT�lL�1'1C OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. ( DATE DESCRIP770N BY 16S south satellite road • south windsor • Connecticut 06074 DR4GYING No: 1521 1527-3B.dc1'4 132 128 124 120 116 112 108 DATUM ELEV 105.00 C cc �5 G HIGH POINT ELEV = 130.23 HIGH POINT STA = 0+46.87 PM STA = 0+75 LOW POINT ELEV - 121.91 1 nU/ DP11MT CTA - 7s 7Q %I PVI STA - 4+50 PVI ELEV - 128.00 r Yl.....- A.D. _ _8.00 Id = q.38 PVI STA = 2+67.77 PVI ELEV - 117.07 K I ,..v. - e 13.92 K = 50.00' VC ...., ., 12.83 75.00 VC A.D. - 13.00 K - 2 .os 300.00 VC N 'm O1 P mm N - S, W > Ld sfOi t` N > � ® to N N zw + U w �' r to + I I I I I i -' �iI ij I \..i EXISTING GQADE (CENTS EXISTING I ;) EFT RARE (L I I I I /~I \ ADWAYS) -1 Jr I :• I % /_ iI EXISTING ADE (RICH') ,I 213'-12" PrIC 90.237 �12" P C © 0.22% ! _ II_I I I I l PSMH-2 STA:3+00 I (. STA: 5+1 TF:129. FL119.1 4.30 5 PSMH-1 E, 41. STING T WIN TF:123.35 FL:118.60 1AMC.M.P. TA: 0+1 S1.08 TF: MATU FL EX.18 FL 12 s EXIST. :117.45° I FL 113.76t I I I I I I FL: 113.t I if I p f I NEEDS VERIFIED TOO B BE FIELD j PROPOSED BOX CULV( (2)-4'X7' FL: 112.50s' I CONC. RTS I PCB-1 (1 �I �I TF:121.5 I 1 FL(15"):1 !� I I II PCB-2 j STA:2+7 I TF:121.5 FL(15"):1 I /TRAP HOD _ 6.50 .31(7.5'-R) 6.25 PCB-1 TI 34'-15" PCB-2 I �I I PCB-2 DS N-12 OII0.73 o I 15" CONC. -.E. I iI I I �J I I l j it - jl 18'-15" fi CP ® 1.3Y c ro i N �i ) rCID N ����, G�i p �`L �1� G� .J C;-' v-' r� (V 7�' - r') N u.� `7 6 " pbj M N Erm - d (��� �D u�l - i �' o ® to V 6�7 �& a`zd r dV cm c r r' .� PROFILE: CENTER/I LAND C `L a L;=� Q 03 a_�,0 3+03 � . 719 41 G3 4. C) C�J PROFILE: C5� CL-LEFT -- I" ;,:2 !'AVEMENiI "- -- -= eD, GIN�j - ":d - I-- -- �� �--'----- �J -- 01, Go w - --- 01-D CcJ .ol'r c<�r. C?�I _ I _. O'l� oI'i5 cell - E 0l C. I - --- --- L47� of &A I'A -- - -- ,a GJ �: _ cl: L ----_ G oS� ��II� G �7N - - - I W -- L ; c� - - Gti o �� �'' _ c�l - _--� ci C3 PROFILE: jCL-RIGI-ITI 1 0 PAVEME =-- C 0 V-I_ i i. G'I �', o I I �% ®� C�� GJ CJ CAI`' LEI ? EJ. cD I G I a ell ri �'J tV C�;� I G I �� u� �_! n (1�.c4 �� CC--) _ o, J e_�; CAI'„° CL) N ALIGNMENT: ENTRANCE IV- 7 9 23-03 ADD STRUCTURE LABELS I l 6 -17-0S ( CHANGE ORDER z cx I OilII y s 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD I I REVISIONS 5 9-9-02 APPROVAL CONDITION(S) I 4 7/16/02 TOWN COMMENTS r' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 6/27/02 PER TOWN COMMENTS BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. II 2 6-13-02 REV. PER TOWN COMMENTS 1 05-16-02 REV. STORM/ADD WALKS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE �\ IWPPFCCIhN CFAI ANn ORIf�INAI SIGNATURF THE PROFESSIONAL ENGINEER/SURVEYOR. II NO. I DATE I I DLSCHI II UN %CRC �® J HIGH POINT ELEV = 138.26 HIGH POINT STA = 51+67.76 PVI STA = 51+86.93 PVI ELEV = 138.60 A.D. _ -3.24 K = 30.83 `CID 100.00' VC - I W U � ICJ rn w O LO + r CD + 1'7 + ICV W U > LJ >m > m j W N, 0 % i`vvTE: IVIINvR TRi1VIM11vly OF E/\l-j I iNv / VEGETATION WILL BE REQUIRED IN AREA OF PROPOSED SIDEWALK EXISTING BUILDING PROPOSED SIDEWALK WITH CULVERT EXISTING FELT ROAD TO BE WIDENED TO 26' (ALONG WEST SIDE ONLY) ALONG FRONTAGE OF PROPERTY AND CONTINUING NORTH INTO THE INTERSECTION. PROPOSED CROSS WALK TO ALLOW ACCESS TO SHOPPING PLAZA ACROSS THE STREET. LOW POINT ELEV = 137.86 LOW POINT STA = 51+00 PVI STA = 50+75 PM ELEV = 137.48 A.D. = 4.00 K = 25.00 100.00' VC I 00 11 00 �2 LI 0 m o a N wo p L0 bi in O w w t. O o > 0 x m a w J . 1 00 v 6 � o I I Ill{ i I _ -I I- NAi' R CB-2 S TF:137.4 INV(15"):1 I CB- r I .5 ' 4.0 TF:1f INV(15`�):134.85 23.75 I� 35 I CB-24 TF:137.4 CB-2 STA.5 (24.2'�R) INV(15 +23.75 j ):133.00 CB -C 23 B INV(2 4 C1325 ):132.25 B26 N-12 ® 1.25% 44'�1 N-12 "ADS 4.2% I I I 'I I�i I I r I c1 O �c�J� N (f) C, N `�M rP CO cr "� til � (r'jyy 0' C (�� I6 � I� E�� CD a n �� ``J CJ �� GG� t3 r) ��� I` F�00 �N tf) 1AN f� a0 !ry �� o0 00 (D f�,f G 00 fit`) gg�� &� (0 .6% 9�aa P� 60 � G' �M rP) �r2 V-� �� V- 11) �M �to c � c M r� �M �� �"� 044- �(Ua ALIGNMENT: ENTRANCE2 DATED APRIL 16, 2003 WINTERBERRY LANE: 0+00 - 5+28.93 (ENTRANCE FROM OAKLAND RD) MHA SCALE: 1 "=40' HORIZ.;1 "= 4' VERT. P.1HA _- I KMI GRAPHIC SCALE GBS 40 q 20 40 80 GBS - - - - - KMI IN i'EET ) KPAI 1 inch = 40 ft. or - - - - ----- - - ----- - 860.291.8755 �esi n g rofessionals, ine. Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 WINTERBERRY LANE: 50+00 - 54+68.37 (ENTRANCE FROM FELT ROAD) 140 136 132 128 124 DATUM ELEV 120. 00 SCALE: 1 "=40' HORIZ. 1"- 4' VERT. PLAN/PROFILE: PROPERTY SURVEY/RESURVEY PREPARED FOR: WINTERBERRY LANE 0+00-5+28.93)/(50+00-54+68.37�/�'� DESIGN: DRAtw KiV1 CHECKED: GBS IFELT RDA OAKLA D RD, (RT, 30 SOB NO.: 1521 DA TE.• DEC. 10, 2001 61C111[ T'- -- �iiT�Vii��tf�11R 1f.11fW.L 14 4 N is It"fi'1ialT\W+ Tom' .--. t - 5-2- 7- iTf'�Y uLLLL YY vivv W'LL�l \Y \li'iV iV U/IY ULL\S,i� d. ORA vviNG ri,%c� 7z 7 7 ��7 -f3 U lNG G SHEET A FROM PSMH-4 144 140 136 132 128 116 112 DATUM ELEV 110.00 a u __.. •,,,r,,,,•_ , S U PAP I C, C H N /F BRYAN M. -& HEATHER CORSIN I N /F N /F KAREN A. O' C 0 N N O R KAREN E . _ HELDMANN N/F 3j e z �`` `- _' "~-- -- _ CALVARY CHURCH 'ot OF THE - "" -- "-�-�-- ASSEMBLIES !/� 7 I I X139.81 YKVY. YYA7C r- w It + a, � N N o -- O W � J W HIGH POINT ELEV = 140.02 HIGH POINT STA = 15+07.02 PVI STA = 14+73.69 PVI ELEV = 140.43 A.D. _ -6.00 K = 16.67 100.00' VC00 1 VILLAGE AT \`COURTS 1 � CB- 1 , � o \ 7 , \1 L Z '_T1 U r�rCr- r \ 1 D' -A p m 31 M-0 Z m 1 Iv w c,� .A_ NNNN� cn (A cn cr B-15 , , 0-, ov FF:143.75 FF:134.00 7 pl lr ,N01� O cs zrtx 1 GG77 0) a M PM ELEV = 131.44 A.D.= 0 I iN t2 w - - m 100.00' V / v W ` W / m +Li d- U rF ............ .................... ' WATER AlN CB 7 (W/TRAP OOD)8" ST 16+17.13 1 -R - TF: 38.50 FL: 30.45 - i i 42' 15" ADS N 12 ®10.0% CB 8 W/TRAP ( ODD} - ST 18+92.13 (1 '-R) Y-10 TF: 36.75 STA:19+57.4 CB 11 (W/TRAP HOOD FL: 30.75(15") y_ TF:138.50 ST :20+17.13 (1 .00'- TF: 29.75 (17.83'-L) FL: 31.65(15") CB-3 (W/ AP HOOD) CB 8 TO Y-3 FL: 27.00 (6") 134.25(12") Q ADS N-12 0.751 STA:13+67 07 (12.00'-R) 45 15" ADS N 12 ®10.0% FL: 26.25 (151.) N 1 FL:131.33 1 5'^• 5" WA.I-ER M IN y O CB 11 TO Y-5 STA 15+98.13 (5 '-R) - 76' PE 1 ADS N- FDRA'IED PiP 2 ® 0.98% 44' 15" ADS N 12 ®10.0% FL: 127,00 (6") PE FORATIONS OWN STA:20+47.1 49'-R Y-1 FL: 126.25 (15') INS ALL CLAY W TER STOPS TF:130.50 4 S (26.5'-R) SPACED 50' O.0 )) - STA:12+ 0.10 (12.00' R) :131.751.0 TF:131.75 y_ 1 FL:128.00 (6 STA:11+47.0 TF:129.50 (12.00'-R) FL:126.2 (15") FL:128.50 (1 ") FL: 34.00 FL:125.40 (1 ") FL:126.5 (12") Y- 1 TO CB-8 Y-5 TO Y-6 FL:126.10 (6') 25 F 12" ADS -12 0 2.0% 98'�15" ADS N-12 ® 1.0 PIPF % PSMH-3 STA:10+ 0 CB-22 YD-1 TO CB--4 58'-12" ADS N-12 ® 3.4 6 1 -11 - 12" ADS N-12 ® 1.547 (PERFORATIONS DOWN) TF:129.4 STA: 12+ 8.91 (24.14' L) INSTALL CLA WATER STO S FL:119.10 TF:131.9 SPACED 50' O.C. INV. 128. 5 CB-6 CB-21 STA:10+00 2.00' RIGHT) (W/TRAP HOOD) TF:128,95 STA: 13+ 9.91 (24.14' L) FL:123.95 TF:132.3 INV. 129.0 8 CB-22 T CB-4 Y-2 TO CB 6 32'-15' DS N-12 6.7% 140'-15" A S N-12 ® 1 64% I� C4 0 W) r- CO m 00 M O 0 N O o r� O O m M M O n O W) C4 0 W) W) 0M CO •O• d• CO a M 0 te) t° O o I tr��= 00 00 (0 O O♦0 adr'•' N I' N T N• a t f r fl .O 6 !o t tNNNo 00 • co t'rcD 06 T_ c.1 0 to r ro V_ r r w- r f• e 10+00 11 o u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+. 6 1 4-17-03 1 CHANGE ORDER I JAS I REVISIONS GRAPHIC SCALE 40 0 20 40 80 5 9-9-02 APPROVAL CONDITION(S) KMI 4 7/16/02 TOWN COMMENTS GBS 3 6/27/02 PER TOWN COMMENTS GBS (IN FEET 1 inch = 40 ft. (horiz.) = 1 inch 4 ft. (vert.) 2 6-13-02 REV. PER TOWN COMMENTS KMI 1 05-16-02 REV.STORM/ADD WALKS KMI N0. DATE DESCRIPTION BY i 860.291.8755 esign rofessionels, Inc. o Civil Engineers • Planners ° Surveyors • CIS 165 �.c>uth satellite road • south windsor • connecticut 06074 PLAN/PROFILE: WINTERBERRY LANE (10+00-21 +25) DESIGN. • KMI I DRAWN• KM/ 7 CHECKED: GBS ✓o8 No.: 1521 1 DATE.• Dec. 10, 2001 DRAWING No.: 752111527-5B. DWG PROPERTY SURVEY/RESURVEY PREPARED FOR: B."RR Y PA TGl� I I : I . I P� Ire . `� ��� . ♦� I� l .. ♦\ CO MI 11 UC lV !L 150 140 130 120 SHEET 5 c� f' `` TEMP. SILTATION PIPE 15' - 15" ® 0.5% SLOPE LEGEND NIT f INV. OUT. /T DO NOT ESTABLISH FINAL SLOPE GRADE INV. IN:119.00 Jr O IRON PIN FOUND \ ,�ml er, BASIN, ABANDONMENT OF TEMP. SILTATION 0 Fred S. K m t t e An n MONUMENT FOUND \ �..• _ _ 300 _ _ EXISTING CONTOUR PROPOSED CONTOUR o -- - -- '•" ` X 287.3 PROPOSED SPOT GRADE _ LIMIT OF INLAND WETLANDS o �■■ +,: �. `� --- `" --- ____ -- • - LIMIT OF 80' REGULATED UPLAND ® e� �' ---- ♦ '\ REVIEW AREA \ Q TEMP. -..�-�\� \ SILT FENCE \ INSTALL TURBIDITY CURTAIN -`1 srGT�oN x��a5 \ `\ C� , - , \ - , \ ® \ / HAY BALES -%' \ \ \ 1 BASIN . - \e�� \ �" \ \� \ @ DET '' ` - TEMP. SEDIMENT BASIN (SEE DETAIL) % 1 TOPSOIL / f 9.95•. ,♦ e 0eee\ \ \ ��\ STOCKPIL\ �f e FENCE A �� ,75 , e0 \ e\ INSTALL DOUBLE ROW SILT E CE do A STAKED / t 9 5`� \ e0 \ \ HAYBALES IN AREAS BORDERING WETLANDS. �\ ` ! 1 . ` . \ \ ` � \ '\\ l ` \\ '\ '• 11 el of \ �' _ / ♦ \ (� •, ANTI -TRACKING PAD \ ` , \ \ \ o U l e r \1�j7 l �o Johnson �/ / /> - ^ ^ ® \ 6 2 STONE OVER FILTER FABRIC \ 4 \ •' " 1 �`'----_1�, \ ` �.GrJ. .5 Q 1 ��` 1e le / s i • \\ �` l (SlS f / ,•/ t e \ \ \ \ DURING CONSTRUCTION. STALL 1J¢' B ♦ \ h 0 1 0 1 e ✓ \`\ e \\ \ // , , TO PROVIDE TEMP SILTA BASIN. 1 TAL 51 �� e�a \ 15" RISER TO DISCHARGE TO SNYAj.E (S B E pLq� \ �p� I . \ e SWALE PRIOR TO DISCHA EJ ` oc\O WRAP GRATING �\ \ �oP/i/'/' \�r \\ \ c \� 0 \` FILTER FABRIC-7 95 \ \. / / O . Fes;, 1.6 0 \ \ �\, \` f .� 1 rf ' \ s \\_ / ` ' � \ \ \ /'� '.,rti �\\ ,`\ �'••\ 9.0 ��' " - - � � , \ � \� � D / / \ \ �\ �� ``\ � / •� ' r � \ 6 RISER I r ti r 1- (SLOTTED PIPE) SE 8E D VATH M1iF1 2 LAYERS OF CLOTH O RfC` I I I \ o `? : ^vim ��, ` \ •• / / f 1 sEcuReo wn+ uAYER of HARowARe aoTH ae '� ® ?. r �\ '�_ / =� / �,` �, / B ,. / , 1 , TEMP. Qa�, \ ems.. X .,o \`� �.. / %',� _ �y`b ��' 1 3/8"-PEA_S_TONE� / �-SEDIMENT F+•+ 1 Q P y '`` DURING CONSTRUCTION, INSTALL IV BERM \\ �' � ///' // � I A R 0 U N D P 1 P E BASIN TO PROVIDE TEMP SILTATION BASIN. INSTALL \ p� ` �� \ 15" RISER TO DISCHARGE TO SWALE (STABALIZE ��I t p 0ND / r/; r ;f �• / / r DETAIL SEDIMENT BASIN , \ SWALE PRIOR 70 DISCHARGE.) ["XI i lv ` \ ��, �? ;f B_ ,'/ ,' ,' ADJACENT TO CATCH BASIN - \ \� LELEV. I SM -2 C , , ,------------- 1 _ ----- ----- pff TtMP. ,X>x , 0 n, w ..,. ` .- \ � `� o SILTATION � \•• Y+ 8 ` \ \ \ BASIN (SEE TYE� , �• / FOR USE DU CONSTRUCTION , �® TEMP. SILTATION PIPE �;• / ONLY 40' 15" ® 0.5% SLOPE / i' ,+2 �\ / INV. OUT:119.45 `y�J.� 1�.� p °�\ �Q • ` r ` \ ��0' NL \ INV. IN:119.65 ♦ , ,. N4ZfG�C �T jr,d U - - _ �In ` �S �!� \ ` \ `•\ ` \ DO NOT ESTABLISH FINAL SLOPE GRADE 1 /, - ' �i O /' / j / jv/,[' tii U ` Z ��jL `?27�` \ \ Q ♦ UNTIL ABANDONMENT OF TEMP. SILTATION BASIN. I e 1 7'•Se n fj&C11-0 '2s�is \ ` � ' � �:. . � ' - � � � ' f. Ijois H. Petersen t �, •.I , `\ C8 0 FF: 134.00 4.. a a .� ` P Yd�rs. 23 \ .l c�+7o��13i - , _ \ DETAIL OF TEMPORARY SILTATION BASIN OUTLET 'FF- �I13 ?7 ` \ - A_ (/6 a ` ` ` ` -- _ R�144 23'S1" . R-1!5 ..�q t , \ \ \ _ _ _ X131.0 50•00 - o 00 \: (SIZE TEMPORARY BASINS TO PROVIDE A MINIMUM OF 134 CY OF STORAGE VOLUME PER ACRE OF DRAINAGE AREA) - a NNNN 1W.rJQ ` � -'• �/ r _` �+. \ \ \ 14 e�Jr `�� _ - s- - - _3 vim, O CO 1. � ,,, " \ G 1 7NC.ti 1 �r7 ^ r; ,� �• - �So 00 �... •den \ \ a =I- ' • 52.18' 7 O O Q 1 Q O .. \ Y 4 0.50 i 0.0 TP 6 \. 4- N 1 11 p ► \ FF: 131.00 FF: 140.75 .-► . .. �, '"' .," ` ` \ 5 " g , \ FETT��D71 �\\6,'".�z�...,,, -_ "'` F£'f42.75 wOlp \ t> OQ \ LL 8� t \ '�,- _ J - - -vQ ^••J ° � - - r X 9.9 C�� 76 -00.06 b 01� Pink 7���5 `�` ` - -=> L- .2r - ' _ -•-. ' \ , ` - _♦ \ \\ ' X Aa�0.03 _� ` L=7 07 47 +.. �• - / Q ` ` \ Q Q ®,� ID- 0" - _ - �•'- �0�.�2.• - - - - - - - � � � � T 20 - - o. 3 - ® ---- Y_10 ' - - rt.3o •0p33" J_ 138 3 _ 34 -w Ac R� ANTI -TRAM G P ►� '- ... ,,,, `_ ,. __ - - �1 - 40.06 - ��� oo° '1 Aso \ � e N� STONE OWR FIL' F BRI ' // / a,l 1 v� --•..� --- --___ ' ` - \ \_ NNN\ .► b% � jam• N/� ".�,r. � � `„ ` � 1' y `�" '`'�-r ` \ \ `� ` � \ � i � i GENERAL NOTES: it e's ' o •a � /�l •.,' �,. 1 ""' 1 • ` \ g8 `♦ �. .�•` 13 go ® f r 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. j e,Id an }-� INV. I -- l l - -- -- - - . _.....- - --- - -- .�.L ar_ FF_�?i A `� ° 4 ` 2. HORIZONTAL DATUM IS BASED ON NAD 83. , '�•� H 138.35 0 ' 3. SEE MAP REFERENCED HERE ON FOR OVERLAP OF MAPPING IN Cozen or "'""--...,, •,_ _ --` -<- \ ` _� \_ _ , , ` r� THIS AREA. THE HATCHED AREA IS NOT INCLUDED IN THE AREA --__ tss 93? E �.ab - - COMPUTATION HEREON. 1 11 4. FLOOD ZONE INFORMATION TAKEN FROM FIRM CONNUNITY PANEL Bl'.Ya n a� NUMBER 090036-0007D MAP REVISED FEBRUARY 23, 2001. Af. 9.2 r 5. AREA OF THE PARCEL = 610,438 SQ. FT. Co j�!Crr, , v ea �` er -•".'� ©� c- "�Y�'�-�, _ _"''-�`-ss, / ! / = 14.01 AC. MAP REFERENCE: s 6. PARCEL MAY BE SUBJECT TO CERTAIN WATER RIGHTS AS PER j� j/ �f PROPERTY SURVEY - RESURVEY RESUBDIVISION MAP PREPARED FOR l >r' 1 \` I / VOL. 27 PG 500 OF THE SOUTH WINDSOR LAND RECORDS. /j,j1� •� 9.i VILLAGE AT BUCKLAND COURT L.P. BUCKLAND ROAD SOUTH wINDSOR 1►d r CONNEC11CUT SCALE 1"=100' DATE: 9-2-98 REV. TO 1-13-99 ael rJ 7. WETLANDS FLAGGED BY SOIL SCIENTIST, JOHN IANNI OF HIGHLAND .�, SOILS_, ON NOVEMBER. 2001. SHEET 1 OF 1 BY DESIGN PROFESSIONALS, INC. ; 1 'YQ12 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS ; 860 291 •8755� PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET z 01111 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 9-9-02 APPROVAL CONDITION(S) KMI INFORMATION. ALL EXISTING UTILITIES SHOULD HIS PLAN IS FOP SEDIMENT - TRON AND GRAPHIC SCALE ■ BE FIELD VERIFIED PRIOR TO CONSTRUCTION. T 7/16.02 TOWN COMMENTS GBS 40 p 20 40 80 �" S'�n EROSfON CONTROL PLAN BERR Y PATCH 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 6/27/02 PER TOWN COMMENTS GSS EROSION CONTROL ONLY, AND IS NOT TO r A 4 Aft &--' i'r► "RA M Oft c► "MM A - V 8 BY A LICENSED LAND SURVEYOR PRIOR TO " 2 6-13-02 REV. PER TOWN COMMENTS KA71 , CONSTRUCTION. BE USES FOR UTNFI -R IFFS CONS ®RVC71OI�I� (� �� � � DESIGN: KM/ DRAB KMl CHECKED: GBS IFIELT RD, ems, OAKLAND RD, (]� T.30) 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 05-16-02 REV. STORM/ADD WALKS KMI 1 inch = 40 ft. � CiviV Engineers •Planners Surveyors CIS ✓oa No.: 1521 DA �:• Dec. 10, 2001 IMPRESSION SEAL AND ORIGINAL SIGNATURE SOUTH WI1DSOR cCONN E(,,I IC UT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY65 south satellite road south Windsor 1•Connecticut 06074 DRAWLING No.: 1521 1521-8B.DWG 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. 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. 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 TO SWEEP EXISTING ROADS AS REQUIRED. 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 8. AREAS TO BE LEFT 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 TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / i000 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 IN 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 CONSTRUC1ON ACTIVITY. ESTIMATED START DATE FOR CONSTRUCTION - SUMMER 2002 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2003 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 water quality swales. Strip topsoil, excavate and grade. Install topsoil, seed and stabilize. The water quality swales must 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 subgrade elevations, Install temporary sediment basins at the catch basins and divert surface flow to these basins. 117 Install base and compact. 14. Loam and seed disturbed areas to grow as soon as practical during the construction process. 15. Begin construction of individual buildings. 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) 1 nstali utilities. d) Loam and seed sideslopes and disturbed areas as 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 6 inches of topsoil applied. The areas shall then be seeded or sodden, fertilized, mulched, watered, and maintained until hardy grass growth is established in all areas. AN earthen areas Will he arnsserl Axr•.ent ns shnwn on the Inndsnanina nine. _._. .... earthen .. .. �.....--- .r ..... ..._ .-.._-__r...� �._... is. Reestablish ail 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. 23. Remove tree protection and temporary erosion and sedimentation controls. o n H 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 9-9-02 APPROVAL CONDiTiON(S) KMI BY A LICENSED LAND SURVEYOR PRIOR TO 2 6/27/02 PER TOWN COMMENTS GBS CONSTRUCTION. t 05-16-02 GENERAL KMI 3. THIS PLAN IS INVALID UNLESS IT BEARS THE NO. DATE ! DESCRIPTION BY IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. GENERAL NOTES: 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 4 FT. SUMPS. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON OAKLAND ROAD AND FELT ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF 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 814", OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE OF CONNECTiCUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON --COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI- SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 11. EXISTING UTILITIES AS DEPICTED ON THiS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR 1S 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 WIDTH OF A lj5 2. PLACE AND STAKE STRAW STRAW BALE. lii 1S BALES, TWO STAKES PER BALE. t N1 I BINDING WIRE OR TWINE q PACKED STRAW q PLAN VIEW COMPACTED BACKFILL 4. BACKnU_ AND COMPACT 3. WEDGE LOOSE STRAW THE EXCAVATED SOIL AS BETWEEN BALES TO CREATE l I sS 1 11 SHOWN ON THE UPHILL SIDE A CONTINUOUS BARRIER. Ili! IN, Ili! i S OF THE BARRIER TO PRE- s VENT PIPING. Mm I11ilIi�lilYil If��Jl�lfl��� 11 iu 711f 711 IF71(1ilit IIII I RRIiIlt tllill111(il� 1i1�11)rll�(J BOTTOM OF DRAINAGE WAY PLAN VIEW A �I irI 6" TO 12" BELLOW, GRADE SEQUENCE CIE CONSTRUCTION DLIA CUL. V C(F'�T TiKv5 I I-ILM 11"N ADJUST TO GRADE WITH COURSES OF CONIC, BRICK OR GONC. GRADING RINGS (SEE NOTE 1) 1. SELECT DRY PERIOD TO DO WORK, 4,_00 2, INSTALL HAYBALES BACKED BY STONE TO DIVERT STREAM FLOW THROUGH SOUTHERN PIPE CULVERT. 3. REMOVE NORTHERN PIPE CULVERT AND INSTALL NORTHERN BOX CULVERT, 1,2',3, OR 4' RISER 4, DIVERT STREAM FLOW THROUGH NORTHERN BOX SECTION AS REQUIRED CULVERT USING HAYBALES BACKED BY STONE, FOR DETAILS, SEE S. REMOVE SOUTHERN PIPE CULVERT AND INSTALL ELASTOMERIC COUPLING AND FLEXIBLE �. 6, SOUTHERN BOX CULVERT. INSTALL 6" RIPRAP IN AREAS OF BOX CULVERT MANHOLE SLEEVE INLET AND OUTLET TO PROVIDE STABLE STREAM i 7, BANKS AND BOTTOM. CLASS 'A' CONCRETE OR BRICK MASONRY CONTRACTOR TO CONTACT TOWN WETLANDS AGENT SELF-CLEANING PRIOR TO STARTING WORK. ANY ADDITIONAL INVERT 'A' EROSION CONTROL. MEASURES REQUIRED BY TOWN CLASS CQNCRETE- WETLANDS AGENTN SHALLy BE INSTALLED, 0 U AKIV nCW.1ATCDTAIr; C PIIMP TTTZrWAPr-,l7I IPAI I RE Tn 6, A SETTLING BASIN SIZED TO PROVIDE A VOLUME EQUIVALENT TO 12 HOURS OF PUMP DISCHARGE. SETTLING BASIN TO DISCHARGE TO STABLE OUTLET, GRADE L7illTYPICAL CLEANOUT NOT TO SCALE BARS O 112"O.C. PAVEMENT d i1RAPRO(X UNDER BEND 8" THICK 4000 # CONCRETE :SLAB SEE PLAN FOR DIMENSIONS \ >\ \` '/ / / / / BE HIGHER THAN ELEVATION AT\\/\\ \ \ POINT B.\� CROSS SECTION 9" THICK BALED HAY OR STRAW INSTALLATION PROCESSED STONE N.T.S. SEEDING SCHEDULE D U M P S TE R PAD D E TA. I L SEE LANDSCAPING PLAN FOR AREAS TO BE PLANTED AS LAWN AND AREAS TO BE PLANTED N.T.S. AS CONSERVATION AREAS ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WiTH A 6" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SO. FT. PERMANENT VEGETATION COVER (LAWN AREAS ONLY) SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: (71 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 SO. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER Lj La Lwj.-s La 00❑ 00 SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 000 0 ANNUAL RYEGRASS 100% 01313 0 APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH 0 0 13 013 6" CT D.O.T. 2" STONE TO BE PLACEI AT 2 TONS PER ACRE. Z O C3 13 3 0 0 OVER FILTER FABRIC MATERIAL rinl"1 nn r. "'+''•'"• '' a.4 INFILTRATION SWALES RA1TQ U-) Cl 13 E3 3 D E31 Jtt JtUIMt1V i AIVU EROSION SHEET FOR PAVEMENT WIDTHS 000 3 110 TALL FESCUE "K-31" 25 0 0 EI 3 0 0 REDTOP (STREEKER, COMMON) 2 0 0 0 3 0 0 PERENIAL RYE GRASS 15 0 0 13 3 C1 13 SEEDING RATE TO BE 5.0 LBS PER 1,000 S.F. a00 3 13130 SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 EDGE OF PAVEMENT THRU STREET CONSERVATION/WILDLIFE MIXt AS SUPPLIED BY NEW ENGLAND WETLAND PLANTS, INC. ❑R APPROVED EQUAL ANTI -TRACKING., APRON. CONSISTS OF THE FOLLOWINGt LITTLE BLUESTEM, BIG BLUESTEM, SWITCHGRASS, DEERTONGUE, N.T.S. FOX SEDGE, PENNSYLVANIA SMARTWEED, CANADA WILD -•RYE, PARTRIDGE PEA, ANNUAL SUNFLOWER, CUP -PLANT, NODDING BURMARIGOLD, SHOWY TICK -TREFOIL, OX-EYE SUNFLOWER, AND BUTTERFLY MILKWEED, MIN 2' FRONT ELEVATION COMPACTED SUBGRADE 2-: TOP E CAST CONCRETE UNIT ADJUST FRAME ELEVATIOJ WITH CONC. BLOCKS OR BRICKS, 6' TO TY ALL JOINTS TO BE (- POINTED FLUSH & PRE CAST CONCRETE OR 'CONCRETE MASONRY UNI' POURED CONCRETE OR PRE CAST SLUMP OR , --(OR EQUAL) 35W PSI 6. OF 3/4' CRUSK �- STONE NOTES: 1. MINIMUM COVER OVER SHALL BE 2'-0•. 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 1d HiGH IS 12" FOR CONCRETE BLOC( UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH PATH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. TYPE me CATCH BASNN SEE CAST IRON MANHOLE FRAME & COVER DETAIL VARIES 6' TO 12- MANHOLE STEP (SEE STANDARD DETAIL) SEE JOINT DETAIL (BELOW) BITTU�M�ASTIC Dki`PROOFING I JOINT 4' 81 2 DEGREES MAY,. ROUND RUBBER GASKET ,JOINS i j I I SPIGOT & BELL REINF.\\�(j) GASKET JOINT -3/4' BROKEN TRAPROCK ELEVATION NDTESN 1• TOP STEP TO BE A MAXIMUM OF 12' BELOW TOP OF MANHOLE FRAME � COVER ELEVATION• 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION OF HS-20 LOAD BEARING CAPACITY SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 3, SEE MISCELLANEOUS MANHOLE DETAILS SHEET. PRECAST REINFORCED CONCRETE MANHOLE NOT TO SCALE SiDE ELEVATION 9 a1( B'� STORM SEWER STRUCTURE FLOW FLOW a a a ANCHOR WITH TWO 2"x2'x3' STAKES IN EACH BALE HAYBALE INSTALLATION AT CATCH BASINS N.T.S. ANGLE POSTS 1. SET POSTS AND 2. STAPLE THE SILT 5' UPSLOPE EXCAVATE A 6%8' TRENCH FENCING TO THE FOR STABILITY POST UPSLOPE FROM POSTS. SILT END OF THE POST AND SELF- FENCING CLEANING. 95• 12" MIN. 3. ATTACH FABRIC�TiINWOOTHENTRENC AAND EXTEND TTHHENEXCAVATED SOiLT COMPACTED BACKFILL 860.291.8755 &® M DL MULE 35MEEIr9 esign rofesslonals,, Inc. DES/GN. KM/ DRAWN KM/ CHECKED: GBS K:ivil Engineers Planners -Surveyors • CIS JOB NO.: 1521 DATE.• Dec. 10, 2001 165 south satellite road ' south wndsor • Connecticut 06074 DRAWING NO.: 1521 � 1521-98.OW0 B I CaLD APPLIED BITUMINOUS SEALER ALTERNATE JOINT 24' DIAM OPEw40 B B - FLOW Q fl 00000L1 00009 D SECTION A -A an YARD DRAIN � FRAME G CRATE TO W-- tsfi OETi>t. L4 BARON FOUNDRY MODEL Lh4264 OR APPROVED EOVAL � ADJUST TO ORAOE M S CIF 7M0 COURSES OF C OF CONIC, tiNna 20• i Y.-yp CRETE SCAB FOP I'r_'1[1Z1f1H�'If'T•t --T- >u 5 REHFORCFD CONCRETE MAMiOLE SECT,08 PATH r`. a % 'O R71C JgHTS 24-t/4• -- I LOW FLOW 29-3/4- A ♦'-O' �` A MAw+OREINFORCED CE CRATE YARD DRAIN `F FRAME & GRATE NOT TO SCALE 6- 3/4- CAVSHED STONE FOUNDATION 5909N B-B PRECAST STRUCTURE FOR YARDDRAIN NOT TO SCALE C (BARREL) B SLOPE LINE 1' MIN. WALL (SEE NOTE 2) y SECTION X-X ;ECTION Y-Y DETAIL 'A' nts DETAIL 'A' FOR USE WITH COR- RUGATED METAL PIPE 54" OR LARGER. I 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 fA)M OKY IH GDM OF WU DIA A B G D E F R/ R2 WIN ARF1, CF LONpTIAWALS $01SFJi FOGY 1!! ATFA OF 11U} S1£RSE stria SQ2IPER Fool 18 9' 2'-3' Y-10' 0'-1. 3'-0' 2'-5' P-3 1 �Y t'-0' 0.060 0.060 21' 9' 2'-11' V-27 6'-1. 3'-6' 2'-71/Y 1'-4 t'-1' 0.066 0.066 24' 8 1/2' Y-7 1e2' 2'-6' W-1 1/2' 4'-0' Y-9 3/16 '-4 13/t6• 1'-2' 0.72 0.072 30" 1'-0'' 4'-6 '-7 3/4' W-1 3/4 S'-0' J•-1' 1'-6 t/2' 1'-3' 0.084 0.084 36 t'-3' S'-3' Y-t0 $/4. W-1 3�4 6'-0' '-11 11/13 2'-5/16' 1'-8' 0.096 0.096 42' 1'-9' 5'-3' 2'-11' 81-2 6'-6 -5 7/8 -3 1/2- 1'-10' 0.108 0.108 48' 2-0. 6'-0' 2'-r 8'-2' 7-0' 4'-6 1/2' '-4 1/2' 1'-10' 0.120 0.120 5e 60' 2'-3- 2'-6' S'-5' S'-0' V-11' N-Y 8'-4' 8'-3' 7'-6- 8'-0' 5'-5 Y -fl t 8' 2'-0' 0.132 0.132 12 4' Y-O' 4'-3/8' 6'-3J8W 2' 6'-1/Y 1'-7 ID 6 3-11 is 101/4' 2'-0• 9' 0.144 0.048 0.144 0.048 15' 6' 2'-3' 3'-10' 6'-1' Y-6. 2'-5 16' 1'-1/2- 11' 0.054 0.054 FLARED END nts 2. 1 1/ RV OLM OOO O ALTERNATE o �o° o 0 ov � O oa 00 0 (a o0 A 0� SECTION B-B SECTION A -A CAST IRON FRAME CAST IRON COVER i lIlVlLjJ JILLL Ji11T21 WAR DRLL A CUMMORE 1/Y DUP RR FIFM CAP saw - Ii!- 13 NOTES I/2' SOQD:T HEAD CIP SC" tlD, x 1 1/Y LONG 2 REOI (2 1�lACfS N 1XWIR) lOCATEro 190 CEO. APART. 1. THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPER SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CF FRAME t CONTACT OR FIT. WITHOUT ANY TENDENCY OM For< THE COVER TO ROCK OR RATTLE. CBf.I & TAP HC/ES !I FRAW FOR Z SANITARY SEWER MANHOLES SHALL BE 1/2 - 13 PiRM. LOCATE HOES DETAVC' EQUIPPED VATH VENT HOLE IN CENTER. FRW 0XN1ER BORED HOLES IN OM IN TFA RACES) CAST IRON MANHOLE FRAME AND LOCKING COVER NOT TO SCALE PREPARED FOR: SHEET BERR Y APA TCH 9 IFIEILT RDA OAK LAND mlkDo QIRT.30) 1 � DETAILS OF RETAINING WALL ARE FOR REPRESENTATIVE PURPOSES ONLY. FINAL DESIGN TO BE DONE BY PROFESSIONAL ENGINEER AND APPROVED BY TOWN ENGINEER PRIOR TO CONSTRUCTION, UNTEL NOTES: 1. FINAL BEAM SIZE, REINFORCEMENT, AND CONFIGURATION TO BE DESIGNED BY PROJECT ENGINEER. 2. LINTEL BEAMS SHALL BE PRECAST WITH MIN. 7 DAYS CURE. 3. HEIGHT OF BEAM SHALL CORRESPOND TO HEIGHT OF MODULAR UNIT(S). 4. PLACE LINTEL ON COURSE ABOVE DRAINAGE PIPE. INSTALL DRAINAGE PIPE PRIOR TO CONSTRUCTION OF WALL ABOVE. 5. PIPE TO EXTEND BEYOND BASE COURSE OF WALL NO LESS THAN 6". 6. GEOTEXTILE FABRIC SHALL BE INSTALLED AROUND PIPE OPENING. 7. LINTEL TO EXTEND MINIMUM 18" EITHER SIDE OF OPENING. GRID NOT SHOWN PRECAST LINTEL BEAM FOR CLARITY PRECAST LINTEL BEAM t a� ,t ; q� a , a _ ,;r,� i� MIN. 18" BEARING (TYP.) CONCRETE HEADWALL FILTER FABRIC OR CUT MODULAR UNITS PIPE SCOUR PROTECTION AS REOVIRED — FILTER FAI PR NTEL�16M ,ONCREM HEADWALL )R CUT MODULAR UNITS PROMDE BOND BREAK AT WALL OPENING PRECAST LINTEL BEAM EXCAVATED NATURAL CLAY -3/4° BROKEN TRAPROCK (TYP.) TRENCH WIDTH f /-PIPE vijvdol �k 1� FILTER FABRIC-/ 1r"� �� ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED \--BOTTOM OF EXCAVATED TRENCH AS R QPROT �N UIRED WALL W PIPE PENETRATION WALL W/ PIPE PENETRATION / NATURAL CLAY 3/4' BROKEN TRAPROCK (TYP.) PROFILE TO TOP OF PIPE. sEcrloN SCALE. NONE c�r� q�3 PROFILE VIEW SCALE: NONE yVol 1� �A, �� FACE WITH MASONRY R v� -R, ❑ , W , ��� NOTES: 1. CLAY DRAINAGE STOPS TO BE LOCATED ON UPSTREAM SIDE OF PROVIDE OPENING FOR DESIGN AND CONSTRUCTION PER MANHOLES, AND SPACED A MAXIMUM OF 100' +/- APART, OR AS RAILING WHERE REQUIRED CONTRACT REQUIREMENTS AT BACK OF WALK DIRECTED BY THE TOWN ENGINEER. NOTE#41 PRECAST TO GRADE REQUIREMENTS L} / 2. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON FILTER FABRIC SHALL BE NONWOVEN TO MOMENT SLAB FROM BACK FOR ATTACHMENT WITH __ B I T U M I N O U S CURBING BOTH SIDES OF TRENCH. CLASS 5ATO 0,1 SEC" PERMITTIVITY AND ADS OF BACKFILL DETERMINED BY SITE REQUIREMENTS 3. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND 0,43 mr1 TO 0.221nm AND SHALL M 0 TO THE TOP OF ROCK. MEET AASHTO M288-96, x r n C3 NOT TO SCALE .` M fM NATURAL CLAY BOND BREAK ... •� .-..,.. � / , d u \ � DRAINAGE STOPS CA�ST-IN-PLARCEE MOMEN�T� SLAB�gg v fU -INCRPQRATED IMO THICKENED PAVEMENT. -FOR FLEXIBLE PAVEMENTS, DEPTH OF SLAB 0 DEPENDS ON LOADING WIDTH VARIES SIDEWALK SLOPE NOT TO EXCEED 142 COPING DETAIL TRAFFIC BARRIER SECTION SCALE: NONE NOTE. AS AN ALTERNATIVE TO ABOVE COPING DETAIL, A MASONRY WALL OF SUITABLE HEIGHT AND DESIGN FOR THE PROTECTION OF PEDESTRIANS AND VEHICLES MAY BE SUBSTITUTED WITH THE APPROVAL OF THE TOWN ENGINEER. CAP UNIT ADHERE TO TOP UNIT ` W/VERSA-LOK�,yRtrta+''�' CONCRETE ADHESIVE--. . uauau> VERSA-LOK MODULAR CONCRETE FACING UNITS--�� IMPERVIOUS FILL I DEEP GEOSYNTHETIC REINFORCEMENT SEE PROFILE DRAWINGS FOR LENGTH, TYPE, AND SPACING �- RETAINED BACKFILL I APPROX. EXCAVATION LINE REINFORCED BACKFILL COMPACTED 95% OF MAXIMUM STANDARD PROCTOR DENSITY `-•4' DIA. (MIN.) DRAIN PIPE OUTLET O END OF WALL —" . •:, OR O 40' CENTERS MAX. SLOPE TO DRAIN (1/8%FT.) II I F \\-IMPERVIOUS FILL GRANULAR LEVELING PAD 6' THICK MIN. TYPICAL SECTION --REINFORCED RETAINING WALL MODULAR CONCRETE UNIT SCALE: NONE iv j CAST IRON HANDLE t T 8.5„ a 10" I- B ••-I 5 --•-I 6.5" A B PIPE SIZE BS. SETTING METHOD 16" 12" TO 6" 70 lb 2 HOOKS 181, 12" 8" 75 lb '2 HOOKS 20" 12" 10" 85 lb 2 HOOKS 22" 6" 12" 100 lb 2 11 OK 25" 17" 15" 135 lb HOOK 28" 1 20" 1 18" 155 lb 2 HOOKS CATCH BASIN TRAP not to scale o d 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. 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 9-9-02 - 3 6/27/02 2 6-13-02 1 05-16-02 N0, DATE GRASS GRASS BITUMINOUS CURB LIN I--'--13/ MINI 3'-4// MAX CURBIN B.0 W /�- T,O,C--�% REVISIONS APPROVAL CONDITIONS) PER TOWN COMMENTS REV. PER TOWN COMMENTS GENERAL DESCRIPTION \—BITUMINOUS CURB TYP, (BOTH SIDES) FINISHED PAVEMENT LEVEL 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 WT RIP -RAP PIPE SIZE A B C D E F G 6 15' 10' 7' 11/2' 1' 1` 4 1/2' 11/2' 31 181, 12, 8' 2' 1' 1' 5' 2' 4' 21' 13' 9' 2 1/2' 1 1/2' 1' 7' 2 1/2' 4 1/2' 24' 17' 10, 21/2' 11/2' 1 1' 8' 21/2' 1 51/2' 30' 20' 13, 3' 1 2' 2' 9' 3' 1 6' 36' 22' 16, 31/2' 1 2' 2' 91/2, 31/2' 1 7' 33 EXISTING KMI CBS KMI KMI BY A PLAN NOTE, FILTER FABRIC SHALL BE NONWOVEN ©_ CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC' AND ADS OF 0.43 nn TO 022nn AND SHALL MEET AASHTO M288-96. EXISTING GRADE OR OTHER SURFACE MATERIAL FILTER FABRIC (SEE NOTE) IDWALL 18' INTERMEDIATE FLARED END 1-SANKi R1iF7 IgRAVEIA _ A RIPRAP • NOTE, HIS IS ASIZING ENERGY DISSIPATER TOF RIP RAPNANDNSHALL BE IN ACCORDANCE WITH DOT OR NRCS METHOD NOT TO SCALE 3r T �FxCEpT "NFRE' A 1 8 ---i SWALE DETAIL NOT TO SCALE 4' BIT. SIDEWALK SEE DETAIL �_ 1/4"PER POnT 4" TOPSOIL & SEED OVERALL DIMENSIONS — Yo•t nd�e,tl <In � IWN<M1,i' Y--i - L-V MST 1.1ou"T M0 r,.lOUNT SOLID 70P SOUR TOP 1VELSBACH LIGHTING, INC. 240 SARGENT DRIYI 9' FEATURES • UNITIZED CONSTRUCTION • REMOVABLE CLEAR OR FROSTED POLYCARBONATE OR WHITE OR ACRYLIC LENSES • iNT[-GRALLY BALLASTED H.I.D. UNITS • AVAILABL[ IN SOLID TOP ONLY • }i.1.0. FIIGN PERFORra'IaNCE REFLEC rOR SYSTEM PROVIDES TYPE 11.111or V DISTRIBUTION • STAINLESS STEEL HARUWARE :, NEW HAVEN, CT OG51 I TEL. 203.704.171 O 3 INSTALL MIN, OF 12" 1 ❑F TOPSOIL, INSTALL 1' HIGH-2" STONE BERMS WITHIN CHANNEL SPACED 40' O.C. INSTALL 30" OF SANDY LOAM IN BED OF SWALE 24' PAVEMENT 12' BITUMINOUS CONCRETE CURB -BITUMINOUS CONCRETE CURB POINT OF APPLICATION OF GRADE 2.0 T%° YP. 3, d �fXC� 4" TOPSOIL & SEED --BASE COURSE: 12' PROCESSED GRAVEL BASE (COMPACTED) MEET GRADATION M05.01-1 — �1-1/2� BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE (COMPACTED) & nnEM n ACC . Ql Mrn nn 1— !n \tnr.n N IE--I/L CSIIVMIIVVUJ VVIVVRGIG VLHJJ 1 PIIVVG(� VVVRJG �VVMI'HVIEDf 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 CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED 2.4' WIDE PAVEMENT CROSS SECTION N.T.S. TYPICAL SIDEWALK SECTION TYPE 'K2' BIT, CURB NOTES, 1, TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04.01Sd4. FORM 814 A BITUMINOUS CONCRETE STREETS/ LAWN/ PAVED AREAS CROSS --COUNTRY SEE PAVEMENT DETAIL 12 Approved granular non -organic backfill 0 Q material placed and compacted in one foot mox.) lifts. 0 0 O Warning tape per Conn. General Statute section 16-345, as amended, placed 12" 0 0. .O (min.) to 24" (max.) above the top of the pipe. Bank Run Gravel fill placed and compacted O .0 O 0' in 6" layers. No stone larger than 1 1/2". Material shall meet Pipe, as specified 12" �� 1/2 O.D. PIPE 3/4" Crushed stone bedding material in rock excavation or as directed b the engineer, The material shall Q. Q Q Q' d © Q Q d. Q''Q 1 2 O.D. / PIPE 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. Q Q Q Q Q Q ©Q Q Q Q 6" Min. 12" PI' p 12" LAWN / STREETS / TYPICAL STORM DRAIN CROSS-COUNTRY PAVED AREAS TRENCH SECTION NOT TO SCALE TOPSOIL & SOD OR SEED 7 4' APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL a <' 4 . PLACED AND COMPACTED IN 4. ONE FOOT (1) (MAX.) LIFTS. .,d4 ♦_ 9� 4. - 4 :. a WARNING TAPE PER CONN. ,. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 4 : 12- (MIN.) TO 24" (MAX.) ABOVE TOP OF PIPE. °�, ♦ '4,� SAND BLANKET 12• MIN ',�`T- .•r,' .. -: -?: PIPE, AS SPECIFIED 1/2 QD. PIPE 3/4" BROKEN TRAPROCK 1/2 .D. PIPE FILTER FABRIC 6.' ' (SEE NOTE) O.D. PIPE 12' SAND MIN. SECTION ': ` ♦;..'', STONE NOTE: 1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE 6' MIN, NECESSARY PG. M-46 2. FILTER FABRIC SHALL BE NONWOVENJCLASS 2, WITH PERMITTIVITY OF '-6' 0.5 TO 0.1 SEC-' AND AOS OF 0.43 m TO 0.22rnn AND SHALL PIPE - IN GROUND WATER MEET AASHTO H288-96 TYPICAL SM iTARY SEWER TRENCH SE"ON NOT TO SCALE (�OpF £ ROCk /S pRFSENT SEED 13ATIER FACE ld$ LAWN / CROSS-COUNTRY TOPSOIL & SOD OR SEED STREETS / PAVED AREAS 48 MIN. ..4. + .. o . •' 12' MIN. 6' IN. BASE AND PAVEMENT —PER PAVEMENT DETAIL APPROVED GRANULAR NON - ORGANIC BACKFPL 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 NDT TO SCALE �--- r Rlwit�0leCIAICs CCMPACTED 6RAVEL 4•.Ow FABRIC E50(flIQ CsTk- S OR EGUAL GRO55 SECTION - BOULDER RETAININCS WALL Y7n¢11•,Y� - NOM STACK 13MLDERS , t`.I• W AS REQUIRED UT+I PULL STONR TO PR"OE POSITtW 5E4TRIiCs AND 140RtZGWAL STABILITY ONE BOULDER TO ANOT14ER SCALE : 1r2'-T-V F�ARD BOULDER RETAINI WALL AND CF coHN� I A= : 11-1- M MPANY,P WATSON FARM r4la'z' �', GsH'%Er Na MOM Dmans ADULT HOUSING *:•� �''£+ 40WMERSFIF3.AAVENUE SOUTH WINDSOR, CT rah awl ?w� HAR1IT)RD,CONNECTK 00114 T,MSWI96F,W501469 UP NOT TO SCALE CURB SECTION ROOT INHIBITIVE FABRIC TO BE INSTALLED BEHIND WALL IN LOCATIONS ADJACENT TO TREES. 860 291 • 8755 PREPARED FOR: SHEET ®esi n ° T AL ��ET B.�'RR Y PA TCH &rofesslonals,, 0 inc.IBCDES/GN. KMl DRAW K/ti1/ CHECKED.• GBS �o°�o"�� ��o °� ������� �o e I�B, QI��o3�� civil Engineers Planners -Surveyors • CIS I108 NO.: 1521 DATE.• Dec. 10, 2001 10 165 south satellite road • south Windsor Connecticut 06074 DRAWNG NO.: 152111521-108,DWG 80UTH 'QnNDSO , C0NNECTUCUit J ,.• Yjr 1 T*7 rr' \ i _L2 ~` < EDGE OF Y.. POND _� \ / �� (• \ ( is {+t�-/\Y1{•°� �i+� -Yi• -� �_ \ ..n"Miil\{.r _ _ r� _ _ - '- • / / _ _ �� l., i�� �\ / + / / i.�• a �i- W" - ) - -, Y • •L.r-^'^�- �l� • •, r! _ ` \�/gyp / /' { ''__-''•�,-►.J�'6 ��• /% / j ]� f .� / , , ,- 7� ; •Y �F� . \� D 1 Z 1 � / �\ f (I {�\` "`•: •. ..._.,.» ... i/ 3� ' •�— "'brU1• 'i''1� - O \ �\ / •/ , •, _ /�1. �'y�ru f!` A .a � •��\ ���lJl - • \1L � �\....;:w.•.,.•..-r«.-._.::=e..... •-- , / ire \ \ Johnson G. Av PC i I Imo' a /I"� ` --- _ a.w+r............�"'."',.e.•... - ` �yl \\� •^, '\� \ 1 + I ^ 17 ` ' 1I I /<</ t % '..'r'"` • (• ��,1 q` j• 'f `� �\ ot l I t { p � " .. � is j ti t i / • '. / w"r� -' `"' __^ ._' `r'•. "`�. 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LZ I I _ Qry spy �! \ , ./i•'ily= ' =� C _..,��,>♦',v s ' �, \��- -.rya I.,* ,Y , r ` 3 / • ;^ t lam" tr\ iH l�'- CO1"'SI I-21\�`,� \ i �;.,.-- �•,� APE pR�`t•`�, • � � JJJ��JttNtiltt RAYMOND JEFFER ON LANDSCAPE ARCHITECT CHESTER,CONNECTICUT '1NtF',S tlTFIFRWISF �!- '!.: , x,� iN; REVISIONS 1 t. )CAf!i1N`, A. r•,'VN AR! !:A ,I •)N - - - INF ORMA rION Ai t ; X".NB t :.. , , '+tl 6/ 1 /2002 BERRY FARM SH EE T BE' FIf ! t, VF; II Iu'1 r R,()R N` !l, - - GRAPHIC SCALE � n Mnc�rr� n D� THE METRO REALTY GROUP, LTD SF 0 SF SF SF l�l!'1�1J Vt_../NJVII"t�lJ- r� Al : U rII_I lIf ' AR[ "� � !+E .!.AKt: -N ',+! ' •t ! I � ��_ By A FWC T SE o :.AN!, �; ,N ;h I=R'• >R !�—t ( IN FEET) DEsIGN.- NAME1 DRAWN. NAME-2 CHECKED: NAMES FELT ROAD & OAKLAND ROAD (RT. 30) L I CONSTRtJt: TION 3 THS PLAN r WvAI.IU '!NiE'•: H3EAR'. 'Hi 1 inch = DSF ft. IMPRESSION SEA; ANC ORIGINAI !i NAluRt_ ✓OB NO.: ✓NUM DATE: DATE 5/ 14/2002 OF THE PROFESSIONAI FNGiNE.t.R/SVRVF'OR NO. DATE DESCRIPTION BY SO1�JT H[ WINDSOR WINO.: ONUM®��jQ°j�°jj° DRAG N 1 L S TYPICAL COURT YARD SCALE:1,"-20' PLANT MATERIAL -t�w—OK K11k!;KU m 'fg pp ut�u �, '"4{p�Wy tAot: `° %P 1�T'n ' r �Ca (yam qy]�� �\KC1"�tK . j 4tw'�D- "kA144v4p 1N5i1—YP�1G ��4�`�i��'=� � VW_, yb / G,� �{� Gf��..�'�Yb.�lA �GI�P•`t�``t`��.�a�p �> i� a n p c �Kut�wrr-A& �� -=v->t wwt�u� �Ih T wl po a / 6 6—ZAZA1+1 vo`� p �II1C1IC ILA F`�1b`may rs.�� i pJ;$ IJ4, g! d ly���s-1�i;�''r��D��G�1�$� ��i✓` y6$,1s41�Y �!'sa ��;_✓ Q OC���a a ;BUFFER PLANTING PROFILE: 5 YEARS _ SCALE„ F'-20' I BUFFER PLANTING PROF�LILEo MATURE _ SCALE: 1"-20' 00 W/METAL HALIDE CONCRETE POLE �v9 nTg,zi4- / y r ooua�v �..�`-o cv,ww,✓� spa✓ T T r .% Lllarl� lliv �.�( DETAIL SI(. A 1..)EA"A1L I, 1 I,IGIIT WITH UNIT NUMBER MOUNTED ON POLE LANDSCAPE: PLAN������, L2 STANDARD LIGHT MOUNTED ON POLE RAYMOND JEFFERSON LANDSCAPE ARCHITECT CHESTER,CONNE� T'ti T1 T'1 T 7 T1 A T—% IL K O n ttrc Y r AAM SOUTH WINDSOR, UUM N EUTIC U 11 5/14/2002 9 N/F S. Katte N%F ��n�szawa: n: v�s•r; r, ... r= x was � :_ r+t>ie.�tin ap+iNrrlaaw � 'fe Rotc„W�°f'i�ne o 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m iNFORMA RON. 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 FLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 1 05-16-02 NO. DA TE REVISIONS GENERAL REVISIONS DESCRI P 77ON Ca1Var N/F the C.b urch h e Asseni b Iles N/F .FCarerl �, .II'eld;a1212 ... �_ •1111,Y No y .N/P .Kap'en A. O'Co�nol,, GRAPHIC SCALE 40 0 20 40 3J RAYMOND JEIi f: ERSON LANDSCAPE' ARCliI'I`I.cr CI IES'I`ER, CONNEcrICU'F IN FM R,1 1 inch = 40 ft BY r1/F Petersen LIU 1 N U DESIGN DRAWN CHECKED: ✓OB NO.: DA IT, DRA WING NO.: 175 w/MI"J'Al. HALIDE I's�1•na G upp1 cich SHEET THE METRO REALTY GROUP, LTD T L 3 FELT ROAD & OAKLAND ROAD (RT. W) / ffiO8JM aW1Ik3DffiOR CONIEN6;'Il'IICglT Issue Log PRELIMINARY 3 A2.1 43'-0" 164'-8" A TYPICAL LOWER LEVEL FLOOR PLAN 1 �,� A2.1 43'-0' ASSOCIATED ARCHITECTS P.C. FM. 16 SPRING LANE ' FARMINGTON, CT ' 06032 - (860) 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project et this site, and is not to be used for any other purpose, location or owner, without consent of the Architect. Developer: THE METRO REALTY MANAGEMENT CORP. 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 a °z PLAN NORTH [613-Wo m* FA" ADULT HOUSING ROUTE 30 SOUTH WINDSOR, CI' Associated Architects Proiect NO. 00077 Date 9 DEC. 2001 Scale 1 /8"=1'-0" Drawn CCC Checked CRN CAD Drawing Ad*2 Date Date C�—,7 i 164`-8" Issue Log PRELIMINARY 13'-6" OWN 43,—On 11'-8" 9'-0# , TYPICAL UPPER LEVEL FLOOR PLAN SCALE. - UPPER LEVEL UNIT COUNT ONE BEDROOM UNITS - 1 TWO BEDROOM UNITS - 8 TOTAL UNITS (LOWER LEVEL) 9 78'-8' 43r-0' 9'-0" 11'-81, L 8'-10, L 13'-6" I acLr%.e ran ARC=CTS P.C. <4 A2 1 16 SPRING LANE ' FARMINGTON. CT ' 06032 ' (860) 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is nct to be used for any other purpose, location or owner without consent of the Architect. Developer: TPIP UPTun PPAI TV MANAGEMENT CORP. 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 PLAN NORTH "FAR J. l 11\lV-& ADULT DOUSING ROUTE 30 SOM WNDSM CT Associated Architects Project ND. 00077 TYPICAL UPPER LEVEL rL -"K YLAIN Date 9 DEC. 2001 Scale Drawn CCC Checked CRN CAD Drawing Date Date TYPICAL BUILDING PLAN EAST ELEVATION VINYL WINDOW W/INSULATED GLASS (TYP.) 14" SHUTTERS (TYP) 3 1/2' VINYL WINDOW TRIM (TYP.) 6" VINYL CORNER BOARD (TYP.) 1 x 8 MTL. CLAD SKIRT BOARD (TYP.) 3 x 6 MTL. CLAD FRIEZE BD.(TYP. RIDGE VENT (TYP.) 25 YEAR ARCHITECTURAL ROOFING SHINGLES OVER 15# ROOFING PAPER AA u..\/'aVL JIJI LIYI �Ir.� PILASTERS # 250-7" x 90" CROSSHEAD # 220 CN _ TYPICAL BUILDING PLAN WEST ELEVATION FYPON WINDOW HEAD #853 (8:12),— PREFIINISHED MTL. CHIMNEY CAP (TYP.) TYPICAL BUILDING IDLAN NORTH EJEVATION TYPICAL BUILDING PLAN SOUTH ELEVATION 00 00 NNEW MECfIfANICAl- LOUVER (TYP.) I 1 I 1 I TYPICAL BUILDING PLAN EAST COURTYARD ELEVATION FYPON WINDOW Wren 4f2S7, (R•171 00 00 nn UU 0 FYPON WINDOW HEAD #853 (8:12) TYPICAL BUILDING PLAN WEST COURTYARD ELEVATION M Issue Log PRELIMINARY i`i►: OCIATED ARCHITECTS P.C. 16 SPRING LANE ' FARMINGTON, CT ' 06032 ' (860) 677-2801 This drawing is the property of the Architect; has been prepared specifically for the Owner for this project at this site, and is not to be used for any other purpose, location or owner without consent of the Architect. Developer: TIE METRO REALTY MANAGEMENT CORP. 10 EXECUTIVE DRIVE FARMINGTON, CT 06032 O z PLAN NORTH BEIMY, FAM ADULT HOUSING V%Iowr v -"7 AA x.VU It 3U SOUTH Wkffwp%, CT Architects Project NO. 00077 rAssocioted TYPICAT T. RT JI Ti]Wrl Y i/ V ii/.i/.ii • V, ELEVATIONS Date 9 DEC. 2001 Scale N.T.S. Drawn CCC o �cv y CRN I i j CAD Drawing Dote Dote r-,