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HomeMy WebLinkAbout05-16P_STOWE KITCHEN AND BATH SITE PLAN_SULLIVAN AVENUEil ' 1 I b r'� I '• I � I" : I'll , wIP' �p' 1 :.IIII tl'1I' �P' : �:. � •r, �9'n.: I° I" I ,nnro I I. p '•I, i' I. "1';l I: i:,l LII I ; I 't I" r•,b I; :Io' UI; � 1� I: 'q. �„I.� 1 I„ ..I-, .:..I �:I. ^t; 1 t1 1.1:' �fi t nr.r,rr' t •y i� .,,. j' �' ;;. ,I, r. l I; i,1 � i � d ill I, III � I:I; ;� �li' II � I �: I L, II�III IIl'���' j II• I'0 111� ,1,• IIII I II. Ili a' i; 'I' LII i II � ' IIII' I i, II ii' III: ( ill ��' � •I� IIj 1�' i ' I ��� � � 'I 1 i t'i :III II; , •I:I' ,I I' I �; ;, I 'I. 1dif: i 1- 'Ili I 'I•I'I.ii I ,I�li!i �iI ij `il Iin: �l� 11' I,I ILfi I.ILI, I it �;I :I 'I I' •� �i.'; � t i i! 'I I) I• ! 'lla�rrntl�! IIII;' '� �: ;I .II �, I•:; � I I• ��, I �I I II��. I. I,I•i I, I I ��i �I�! •,II Li .rPI IPI, I i � � �, ,;I. II• � ,; III I , i (!,{ `;'. '.il d �1 I"I,I�;, (l I I �I;!'' ;II,' ':c I : i'• .� � Ic, .I, �: I ,►' i� �. " I::::' . YI1: Ih il. � LI ( .lut I. � ;. , i II ..I ., I. �'Itt ���I, .I, I rll •I : , L. IdLPl al,, I: !: ..I IIIIII .� 1'Ir„ �„�16h,• .:I �u, „Il...,fln,:, I I4 n ,. . .. �. 4nn,r1 ,fL'�11.. .r. �19•. .rl �,,IL,:,. .,,d�.l...,.. .,d��.,h.,_ SITE PLAN :4 L V� V NUE SOOUTH WINDSO' CO1LN CTICU ■ ®sign rofassionais, inc. ■ civil engineers m g planners • surveyors landscape architects • CIS • CPS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 ' CAPITAL S'IUDIC} a r c h i t e c t s L L- 1379 NA7N ZUST EAST $AYi M QT, 0610a 0 Al �0 m rr SF MILLE 1 ..•\ 0 �� � � ROAO �4 "q �FbUE % o ROAD � o p •T' <r S��p HAZEL STREET rs plypVER CANE MARK o DRIVEUj BISSELL U COURT Q ST(P IN ) (Pvt) ix 0 O J ' LAMY LAKE STRE VJAPPING� VEND o z Pvt) (pvt} n ... " \ AYERS ROAD / PAVPD?TY AHN 194 SCHtO b v MAdW^v MIOVAQ •"N QA4/ m), 1. H S0117H WN95W H/� SCHOOL jj HILLSDALE ROAD o YNDEMERE COURT (Pvt ', L W,O J MOUNEW CHARLES N. ' 06WA 1N/TY ROAD CEIV)ST VISTA VIEW DRIVE NS cR_Of(SSING (Pvt.)C 2 � l In NEiMW vRaw ( COLON SAND Q POL/C£/AA/FAGY 7Y l .s L DESIGN PROFESSIONALS, INC. LOCATION PLAN SCALE 1'=1000' r THESE DRAWIN&5 ARE THE PROPERTY OF VE516N PROFESSIONALS, ING., AND HAVE BEEN PREPARED 5PEOIFIOALLY FOR THE OYVNEWAPPLIGANT FOR THIS PRO-C-COT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR RE92RODUDE0 IN ANY MANNER WITHOUT THE EWRE95 WRITTEN PERMISSION OF DE515N PROFESSIONALS, INC,. THESE PLANS ARE INVALID UNLESS THEY HEAR THE ORI61144�1. 5I6NATL*M AND IMPRESSION SEAL OF THE PROFESSIONAL EN5INEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNEC11CUT STATE AGENCIES - "MINIMUM 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 MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RICHARD P. MARTEL 12882 LIC. No. OWNER/APPLICANT: STOWE PROPERTIES, LLC 75 JOHN FITCH BOULEVARD SOUTH WINDSOR, CT 06074 TEL: (860)282-2835 FAX: (860)282-2843 KEY 1A I" SCALE 10 _ 0 0' ' � r e n n n ply �� �, �•� I�± TOWN lei= :U'v!TH VvIivD;;OR AUTHORIZED SIGNATURE 2� 10 - Zoning Data Slock ZONE: GENERAL COMMERCIAL (GC) USE: KITCHEN & BATH SHOWROOM/SALES, MINIATURE GOLF, BATTING CAGES AND FOOD & BEVERAGE STAND. ITEM REQUIRED/ALLOWED (SRD) PROVIDED Lot Area (min.) 15,000 S.F. 148,394 s.f. 3.40 ac. Lot Width 100 ft. 200 ft. Lot Depth 150 ft. 762.05 ft. Building Height 2 stories 1 story 40 ft. Lot Coverage 30% max. 4.8% Impervious Coverage 65% max. 29% Front Yard 50 ft. 88't Rear Yard 15 ft. 387't Side Yard 10 ft. 16'f Parking Calculations: Office 4 1/2 spaces/1,000 sq.fi. (812t sq.ft.) = 3.7 spaces Show room 1 space/200 sq.ft. (4,393i sq.ft.) = 22.0 spaces Warehouse 1 space/1,250 sq.ft. (1,415t sq.ft.) = 1.1 spaces Total required parking for Office/Showroom/Warehouse use = 27 spaces 5 batting cages (1 space/cage) = 5 spaces Miniature golf (1 space/hole) = 18 spaces Total required parking for Miniature golf/Batting cages/Food and beverage building = 23 spaces Total Parking Required = 50 spaces Total Parking Provided = 51 spaces EXISTING BUILDING = 27570f sq. ft. PROPOSED ADDITION = 4,050t sq. ft. TOTAL MAIN BUILDING = 6,620t sq. ft. MAP LOT NAME (NOW OR FORMERLY) ADDRESS 88 1 1540 SULUVAN AVENUE 99 2 395 SUCKLAND ROAD 14 1540 SULLIVAN AVENUE 100 1 800 SULLIVAN AVENUE 2 828 SULLIVAN AVENUE 3 34 SCHOOL STREET ANDOVER, CT 06232 4 850 SULLIVAN AVENUE 5 PO BOX 9471 PROVIDENCE, RI 02940 6 15 MORGAN FARMS DRIVE 7 41 MORGAN FARMS DRIVE 39 47 TROY ROAD 40 855 SULLIVAN AVENUE 41 855 SULLIVAN AVENUE 111 20 241 FAIRHILL LANE SUFFIELD, CT 06078 SOUTH WINDSOR, TOWN OF A F ASSOCIATES SOUTH WINDSOR, TOWN OF ✓TF PROPERTIES, LLC PR£SRL£O, VINCENT SHARP, EDWARD F. HINGUY, KEVIN DB PROPERTIES MANAGEMENT INC. 15 MORGAN FARMS DRIVE ASSOC., LLC LEUNG, SIU HUNG & CHRISTINE C. SEDAR, ROBERT GRECO PROPERTIES, LLC GRECO PROPERTIES, LLC ARMATA, FRANK J. SHEET INDEX 1 COVER SHEET 2 BOUNDARY SURVEY 3 PLOT PLAN 4 TOPOGRAPHIC PLAN 5 SEDIMENTATION & EROSION 6 UTILITY PLAN 7 DETAILS L1 LANDSCAPE PLAN LP1 LIGHTING PLAN ARCHITECTURAL PLANS DPI PRO.1: 2055 CONTROL PLAN DATE: FE13RUALRY, 2005 SHEm.T 1 NOTES: 1. ALL MONUMENTAION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTY IS 1N GENERAL COMMERCIAL ZONE. 3. PROPERTY IS IN FLOOD ZONE X - "AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN BY FIRM COMMUNITY PANEL NUMBER 090036 0002D MAP REVISED FEBRUARY 23, 2001. 4. WETLANDS DETERMINED BY HIGHLAND SOILS AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. MAP REVISED 1. PROPERTY OF ROBERT SHERIDAN TRUSTEE SULLIVAN AVE SOUTH WINDSOR, CONN. SCALE 1 "=40' DATE: 8-25-82 BY EMIL W. LUCEK ASSOCIATES. 2. CONNECTICUT STATE HIGHWAY MAP, TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL-WAPPING ROAD FROM THE HARTFORD SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET - RT. 194, 1 "=40' AUG. 31, 1933 NO. 132-02 SHEETS 3&4. 3. BOUNDARY SURVEY PARCEL A-C RESURVEY PREPARED FOR SULLIVAN TOWN HOMES LLC SULLIVAN AVE SOUTH WINDSOR, CONNECTICUT SCALE 1"=200 FEET, JAN 9, 2001 REV TO 10-1-01 BY DESIGN PROFESSIONALS, INC. z ' 1 ouu 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY 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 BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE � fffy � f ` iP - --4> N/F TOWN OF SOUTH WINDSOR N /F ASSOCIATES r / IP 0.63' EAST & 1.06' NORTH OF PROPERTY CORNER , , , , f REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNEC11CUT 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. DESCRIPTION TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY ' RICHARD P. MARTEL 12882 LIC. No. N /F GRECO PROPERTIES, LLC GRAPHIC SCALE 40 0 20 40 so IN FEET 1 inch = 40 ft. 0 Tel. 860.291 • 8755 Fax 860.291.8757 esign . rofessionels, 'nc, civil engineers • planners surveyors landscape architects gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 BOUNDARY SURVEY DESIGN. I DRAWN.• CHECKED. • RPM ✓08 No.: 2035 DA TE.• 10122104 DRAWNG NO.: SERVERIJOBS/2035/2035-2.DWG OWNER f APPLICANT: STOWE PROPERTIES, LLC 75 JOHN FITCH BOULEVARD SOUTH WINDSOR, CT 06074 TEL: (860)282-2835 FAX: (860)282-2843 RESURVEY PREPARED FOR: SHEET Stowe Kitchen and Bath 2 045 Suffivan Avenue South winn&olr, cC;omead cut 5`�> X. 1540 SULLIVAN AVENUE • SOU -H 'NINDSOR, CT 06074 TELEPHONE (860) 644-2511 CERTIFIED MAIL, April 18, 2005 Mr. Richard Boston Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Re.: Appl #05-16P, Stowe Kitchen and Bath Site Plan Site: Plan Modification Dear Mr. Boston: We are pleased to advise you that the Planning & Zoning Commission voted on April 12. 2005 to approve with modifications the above referenced application for a Site Plan Modification. This approval is for the construction of a 4,000 square foot addition on property located at 875 Sullivan Avenue, GC zone, as shown on plans prepared by Desigti Professionals, Inc., Job No. 2035, dated February 2005, as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylar; have been filed in the Town Clerk's office. 3. An as -built plan is required prior to issuance of a Certi ficate of Occupancy per Section 8.1.11 of the Zoning Regulations. 4. A landscape bond in the amount of $3,000 is required and must be submitted prior to filing of mylars. S. All plans used in the field by the developer must bear he stamp and authorized signature of the Town of' South Windsor. 6. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 7. The building street number must be included on the filial plan. 8. Pavement markings must be maintained in good conditio:l throughout the site drives and parking areas. Entrance and exit drives must be clearly designated as one-way. Black and white transparent mylars of Sheet #3 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a c Dpti% of the receipt must be submitted to the Planning Department. Sincerely, Timothy H. Wentzell, Chairman Planning and Zoning Commission THW/kak cc: Jeffery Doolittle, Town Engineer Christopher J. Dougan, Chief Building Official Charles Danna, Assessor Fred Shaw, Superintendent of Pollution Control William Lanning, Fire Marshal Karen Roy -- Stowe Kitchen & Bath ' 1540 SULLVAN UE • 50UTH WINDSOR, CT 06074 •{'�* TELEPHONE (860) 644-2511 CERTERED MAIL March 1, 2005 Stowe Kites and Barth 75 John Fitch Blvd South Windsor, cr o6U74 RE: Appl. #0-16P, Stowe Kitchen and Bath, GC - General Commercial Zone Dear Mr.Roy: The llnlsnd Wetlands AgenWCoi>I.setvation COmmisgion,, through staffbas approved minimum impact application #05-16P - Stowe Kitchen acid Bath, 845 Sullivan Ave» 1nlaud Wet1=&Cowervation Commission minimal &Vact application for the movation of a bitrunmow parking area within the upl=O review area (Assessor's Map #100, pm -el #42. This approval is subjed to the following conditions: 1. • ..Theapplication shall indemnify End hold: hanmless the Town of South Windsor against any liability, which might nsWt from the ptoposed operation or use. 7- The pti nit is valid for five years and" Cq ire on March 012010. It is the landowna(a}�aPP g) mobility to track mphation dates and notify the Commission of a iernwal request at least 65'days prior to =phafim 3. All a ilditiomW approvals mpired must be obtained and mbrnitted prior to any activity on the site. .,-:..4.- The applicant shall cause notice of the decision to be published in a daily newspaper having a gmeW cirm4ittion. in the Town The a acke =rot be publ)shed wain hn(10) #ays of the receipt of the daatsion, lie applient nnW nrotify the F mniag office of the date of pubufttiion and fax or rail a copy of the pub@shed l*d ao im Appeal of this decision may be brought to the Agency within tiitem (is) days after the publication date of t'bc notice. Very truly Yom, -Jeffmy IL IF-Olt,mri onmeaW Planner IP,i.AND WETLANDS AGENCY/ CONSERVATION COMMISSION W. inland WdImdCDnMWfi0u Commission Ditaxor of Planning Chief Building Official ; ti.. ; Oe� �1� ��/ / .9 /y // ?V&.U&0 jam. i 4k Hi 0 y� ,I ��Ose 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 May 12, 2005 Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Attn: Karen Isherwood RE- Stowe Kitchen and Bath, LLC 845 Sullivan Avenue South Windsor, CT Dear Ms. Isherwood: The South Windsor Water Pollution Control Authority, at its regular meeting of May 3, 2005, gave approval of the application as presented for connection to the Town's sewerage system for a commercial building at 845 Sullivan Avenue, South Windsor, CT, as more specifically shown on plans entitled "Stowe Kitchen and Bath, Site Plan, 845 Sullivan Avenue, South Windsor, Connecticut," Prepared by Design Professionals, Inc., South Windsor, CT: Job No. 2035, Drawing No. SERVER/JOBS/2035/2035- 4.DWG, Sheet No. 4/7 Dated 10/22/04, with revision dates 3/23/05; and subject to the following conditions: 1. Technical approval of the Town Engineering Department. 2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans approved by the Authority, and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, Js,'ph J.Cari Chairman Water Pollution Control Authority JC:ead Cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Banach, Director of Planning Cbris Dougan, Chief Building Inspector Stowe Properties, LLC 80' UPLANDS REVIEW AREA LIMIT MATCH - EXISTING CURB REMOVE EXISTING - LANDSCAPE ISLAND :: ':. :. '.'! •.. Q� END OF— :•,f. ^•.: t.`:"�':,.',,'. :;• BITUMINOUS CURB N /F A/F ASSOCIATES (b �. 0& / �° �/, s•, 2 ti 0 0 / / / o 0 i��i /o / �% o/ O / 0000 V 9 � /o� z � x DII II m 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 6/28/05 ADDED NOTE 5 & DEFINED SHEET PLAN TITLE RJB BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 3/23/05 TOWN COMMENTS MHA 1 2/05 SITE PLAN GLW 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE DESCRIPTION BY 18—HOLE MINIATURE GOLF COURSE (LANDSCAPED) 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 A2. TO THE BEST OF MY KNOWL E AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD . HTEL LTC. No. 00, SNET OOP 2015 DEMOLITION SCHEDULE A —Remove exterior patio and fencing. B—Remove existing floodlight pole and base. C—Remove boulders. D—Remove tree. E—See architectural drawings for removal of equipment and fixtures at building. F—Remove drive—thru food sign and appurtenances. G—Remove bit. pavement — add loam and plant per landscape plan. 11 ;e LEGEND Iry EXISTING IRON PIN \ YZ ■ EXISTING MONUMENT C d'•\ -- EXISTING PROPERTY LINE o, p �sz — _ PROPOSED LIGHT POLE / 0, N \� \ ♦ PAVEMENT STRIPING rr INSTALL BITUMINOUS PAVEMENT ;. R21' % °q \ I\\\N \ SNET 'fib s,c°'l'o C9+/-FQ 4 6" CONCRETE CURB FOR RAISED PLANTER ,\ \ �^• END OF \ BITUMINOUS / \ CURB ,� / HANDICAP SIGN c°'f° O / / EXISTING BUILDING %r / / F.F.=101.23 / d 2,570f sq. ft. 72' Q� 4,050f sq. ft. yy f/ CONCRETE/ PAD G � 8" CONCRETE PAD C i E r - t .�C / END OF BITUMINOUS o �O CURB �q \b C • F / �\ END OF BITUMINOUS L �!y 6" CONCRETE WHEEL STOP PROPOSED BUILDING ADDITION F.F.=101.23 ESMH TF: 97.64 OINV:89.98 EX, OWNER APPLICANT: STOWE PROPERTIES, LLC 75 JOHN FITCH BOULEVARD SOUTH WINDSOR, CT 06074 TEL: (860)282-2835 FAX: (860)282-2843 GENERAL DEMOLITION NOTES 1. For utilities, coordinate with local governing INSTALL PROTECTIVE authorities and Sheet 6 of 7. BALLARDS OOR ACCESS 2. Existing utility information is based on available information and records. Prior to start of any construction activity, the Contractor must have all utilities marked on the ground. Call —Before —You —Dig phone number is (1)800-922-4455. 3. Prior to the start of demolition or any construction activity, the Contractor shall install construction fencing and necessary erosion control measures. 4. Where existing pavement and/or curb is to be removed for the installation of new utilities, sow —cut a clean, straight edge, install utilities, and replace pavement and/or curb to match existing. PROPOSED DUMPSTER PAD = CURB / Jr WITH FENCE ENCLOSURE / NOTES: (SEE DETAIL) CONCRETE PAD 'r FOR HVAC UNIT / 6, `��\\ © / 1. ALL MONUMENTAION FOUND OR SET IS DEPICTED HEREON. D B / / 2. PROPERTY IS IN GENERAL COMMERCIAL ZONE. s., D 3. PROPERTY IS IN FLOOD ZONE X — "AREA DETERMINED TO BE OUTSIDE 500 YEAR F r / / FLOODPLAIN / / BY FIRM COMMUNITY PANEL NUMBER 090036 0002D MAP REVISED FEBRUARY 23, 2001. r MrgoG ,.r.,•..,..,•,JY // 4. WETLANDS DETERMINED BY HIGHLAND SOILS AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 5. FOR REMAINDER OF PROPERTY — SEE SHEET 2 of 7. N /F GRECO PROPERTIES, LLC ,;. MAP REFERENCES ,' / 1. PROPERTY OF ROBERT SHERIDAN TRUSTEE SULLIVAN AVE SOUTH WINDSOR, CONN. / SCALE 1 "=40' DATE: 8-25-82 BY EMIL W. LUCEK ASSOCIATES. 2. CONNECTICUT STATE HIGHWAY MAP, TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL—WAPPING j ROAD FROM THE HARTFORD SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET — RT. 194, / AUG. 31, 1933 NO. 132-02 SHEETS 3&4. 3. BOUNDARY SURVEY PARCEL A—C RESURVEY PREPARED FOR SULLIVAN TOWN HOMES LLC \ SULLIVAN AVE SOUTH WINDSOR, CONNECTICUT SCALE 1 "=200 FEET, JAN 9, 2001 REV TO 10-1-01 •/ BY DESIGN PROFESSIONALS, INC. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. � Tel. 860.291 • 8755 PG��PC�G�4� �n n�� RESURVEY PREPARED FOR: SHEET Fax 860.291 • 8757 �f BUJ &esign . PP T PLAN Stowe Kitchen and Bath 3 rof essionals, inc ■ DESIGN.•GBS DRAWN.•GLW CHECKED.• GBS '045 Sunk van Avenue civil engineers • planners surveyors 11 landscape architects • gis • gps ✓OB NO.: 2035 DATE.• 10122104 165 South Satellite Road, South Windsor, Connecticut 06074 ORAW/NG NO.: SERVER/J06S/2035/2035-4.DWG Soffith WindSo1Py Connecticut NOTES: qy 1. ALL MONUMENTAION FOUND OR SET IS DEPICTED HEREON. /A 2. PROPERTY IS IN GENERAL COMMERCIAL ZONE. \�F� F� 3. PROPERTY IS IN FLOOD ZONE X - "AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN BY FIRM COMMUNITY PANEL NUMBER 090036 0002D MAP REVISED FEBRUARY 23, 2001. 4. WETLANDS DETERMINED BY HIGHLAND SOILS AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. MAP REFERENCES SNET\\ 1. PROPERTY OF ROBERT SHERIDAN TRUSTEE SULLIVAN AVE SOUTH WINDSOR, CONN. / \\ 2015 MATCH (ALIGN) NEW CURB WITH EXISTING CATCH BASIN TOPS. SCALE 1 "=40' DATE: 8-25-82 BY EMIL W. LUCEK ASSOCIATES. 2. CONNECTICUT STATE HIGHWAY MAP, TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL-WAPPING ROAD / // /l FROM THE HARTFORD SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET - RT. 194, 1 "=40$ AUG. 31, 1933 NO. 132-02 SHEETS 3&4. 3. BOUNDARY SURVEY PARCEL A-C RESURVEY PREPARED FOR SULLIVAN TOWN HOMES LLC SULLIVAN AVE SOUTH WINDSOR, CONNECTICUT SCALE 1=200 FEET, JAN 9, 2001 REV TO 10-1-01 // '1 // S� \ RESET CATCH BASIN TOP TO ALIGN WITH NEW CURB LINE BY DESIGN PROFESSIONALS, INC. LEGEND 0 EXISTING IRON PIN ■ EXISTING MONUMENT —$— EXISTING UTILITY POLE EXISTING SANITARY MANHOLE AND PIPE SD-- PROPOSED SANITARY MANHOLE AND PIPE — —W— — EXIS71NG 12" C.I. WATER MAIN — —0-- EXISTING 6" STEEL GAS MAIN EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE —300— EXISTING CONTOUR r33—I4._ PROPOSED CONTOUR + a00 PROPOSED SPOT GRADE X330.00 EXISTING SPOT GRADE ==#- DIRECTION OF FLOW W PROPOSED 2" WATER LATERAL S PROPOSED SANITARY LATERAL F PROPOSED FOUNDATION DRAIN (SLOPE ® 1% MIN.) RL PROPOSED ROOF LEADER G PROPOSED GAS SERVICE ELEC/CATV/TELE PROPOSED ELECTRICAL, CABLE & TELEPHONE WIRE PROPOSED LIGHT POLE EXISTING TREE LINE PROPOSED LIMIT OF CLEARING o u u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE r. 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 l IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. N /F A/F ASSOCIA r 92` - /OQ6 o 98a8 \ 0B INV.-, TF: 96.44 INV.: 9 (12"W) // •O ��'' A 94.09 7 93 / / / k9e�6 \ . 15") /9� % �` i 01? \ / \ MAINTAIN EXISTING + I^PAVEMEN79�0 0 ESMH 001 /f99 REPLACE EXISTING CATCH BASIN TOP �, , �' \ �� ' CB S6, \ Q TF 97.64 9�� WITH TYPE C" CATCH BASING TOP, '� \ INV:89.98 RAISE TO ELEVATION 98.73. �Op\ TF: 96.57�� / P` \ \ S ALIGN ALONG NEW CURB LINE. Os�O \ INV.: 94.27\\ 0 5 �' MATCH / / / // "X9s � YO �•, � E P EXISTING / // TAPER CURB FROM 6 ---,� G \ \ s CURB / // AT CATCH BASIN TO 0" ^h x\ /� C�/A� 96 / \\\ \ \ �SNET 9. / MATCH PAVEMENT GRADE k90 TO SIDEWALK GRADE 3 SAWCUT \ B REMOVE SS�� LANDSCAPE-ISLANDPAVEMENT/ , , 98.41 / S,9 EXISTINGMATCH 93.4� ? �0 A` GRADE - \\ END OF / BITUMINOUe CURB EXISTING BUILDING // \ O F.F.=101.23 T�R \ o 2,570f sq. ft. TF�>9 8 PROPOSED BLDING o'er / ADDITI 80' UPLANDS REVIEW AREA LIMIT �,' \ F.F.=101.23 4,050f sq. ft. / oy'y 8"\ OOF LEADER q.MINIMUM GRADE 0.5q 99,02 1 1p / 98.77 ' / ' ` / r 1 / B /, 11 \ \\ g2 °70 / ROOF LEADER ( ) 1 99,69 END OF BITU INOU� \\ O `off MAINTAIN \\ CUR P� \ EXISTING � ' // / � �� \ ` k9)6 \ \ �\ `• \ C \\ � PAVEMENT ��� / \ i�' \'• \ SAVEMENT AWCUT pc• � o Boa �`l y k \\ T 09 �^ Oq'f'O r / �9 9�8�---.-- '-MAINTAIN EXI TING \C/ PAVEMENT ez� / \ �. \ 9S \\ /� UG TEt- / / 92O Fti0 t \O \ \ \ \ \ \ oo A 3 SAWCUT PAVEMENT/ / e'3 � / / / � \ MATCH EXISTV. , \ \ // > \ \ \ GRADE \ 1/ 44 /l / O ° 6 `ell // / N/F \ 18—HOLE MINIATUR�o \ \\ GMATCH RADE EXISTING— / GRECO PROPERTIES LLC ° \ GOLF COURSE �o / / e� t o// \ (LANDSCAPED) Oe r TO �► o \ 9's OAl // ,, \ / \ / O\ 9660 / -OWNER APPLICANT: STOWE PROPERTIES, LLC 75 JOHN FITCH BOULEVARD SOUTH WINDSOR, CT 06074 TEL: (860)282-2835 FAX: (860)282-2843 INLVISIDNS 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 ASSOCIATION OF LAND SURVEYORS, INC. THE STATE OF CONNECTICUT" HORIZONTAL AS ENDORSED BY THE A-2 AND 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 LIC. No. GRAPHIC SCALE 20 0 10 20 40 : Tel. 860.291.8755 Fax 860.291 • 8757 ��� n r ■ ofeSSionals, inc, planners serve � civil engineers • p y01'S I landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 TOPOGRAPHIC PLAN RESURVEY PREPARED FOR: Stowe Kitchen and Bath 045 Suffivan Avenues SOUth Wind®�9 c®ffimmee¢$cu$ ( IN i''m ) 1 inch = 20 ft. DES101- GBS DRAWN. GL W CHECKED.• GBS 1 3/23/05 TOWN COMMENTS MHA JOB NO.. 2035 DATE.• 10122104 NO. DATE DESCRIPTION BY DRAWING NO.: SERVER/JOBS/2D35/2035-4.DWG SHEET 4, NOTES: \` s� 1. ALL MONUMENTAION FOUND OR SET IS DEPICTED HEREON. \Al 2. PROPERTY IS IN GENERAL COMMERCIAL ZONE. / `♦ 3. PROPERTY IS IN FLOOD 70NE X - "AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN \\ BY FIRM COMMUNITY PANEL NUMBER 090036 0002D MAP REVISED FEBRUARY 23, 2001. \� 4. WETLANDS DETERMINED BY HIGHLAND SOILS AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. / �SNET � \\ MAP REFERENCES O 2015 \\ 2015 \ 1. PROPERTY OF ROBERT SHERIDAN TRUSTEE SULLIVAN AVE SOUTH WINDSOR, CONN. SCALE 1"=40' DATE. 8-25-82 BY EMIL W. LUCEK ASSOCIATES. 2. CONNECTICUT STATE HIGHWAY MAP, TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL-WAPPING ROAD o \\ FROM THE HARTFORD SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET - RT. 194, 1"=40' AUG. 31, 1933 NO. 132-02 SHEETS 3&4. 3. BOUNDARY SURVEY PARCEL A-C RESURVEY PREPARED FOR SULLIVAN TOWN HOMES LLC g CB 9S O �g CB O \\\\ SULLIVAN AVE SOUTH WINDSOR, CONNECTICUT SCALE 1"=200 FEET, JAN 9, 2001 REV TO 10-1-01 sa8 TF: 96.50 INV.:TF: 96.44 BY DESIGN PROFESSIONALS, INC. 94.13 R�, ; ; INV.: 94.04 (12"W) \\ \ O \ 93.99 (15") g) \ rr 9.27 LEGEND / &�S x9& ' : \ v 0 EXISTING IRON PINCB TF: 97.64 ESMH ■ EXISTING MONUMENT / / O / / TF: 96.5 O � I N V: 89.98 $ EXISTING UTILITY POLE / INV.: 94.2 /���E - --a- - EXISTING SANITARY MANHOLE AND PIPE QS -- PROPOSED SANITARY MANHOLE AND PIPE / kgg , ; Q' - -W- - EXISTING 12" C.I. WATER MAIN A k Y `� 2E6 \\\\ - -G- - EXISTING 6" STEEL GAS MAIN r ' EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE / ,,.99°� _331- EXISTING CONTOUR 9 / / QP� orb / o e, �1 ` PROPOSED CONTOUR + / / / 99°S \�-/>bB / / +1Oo31 / F`�C- '{'�PROPOSED SPOT GRADE 98.41 .. jg30,QQ EXISTING SPOT GRADE / 93.42 1 .17 =N► DIRECTION OF FLOW W PROPOSED 2" WATER LATERAL S PROPOSED SANITARY LATERALof F PROPOSED FOUNDATION DRAIN (SLOPE ® 1% MIN.) / / k98�° O / j / / `�� ? RL PROPOSED ROOF LEADER / ', O / / / / EXISTING BUILDING O \ \\ O F.F.=101.23 G PROPOSED GAS SERVICE �, S p 98,1g ' / < 4 2,570t sq. ft. ELEC/CAN/TELE PROPOSED ELECTRICAL, CABLE �r� TELEPHONE WIRE / '' 4 9 PROPOSED BUILDING PROPOSED LIGHT POLE %,'' ADDITIO� / +` 01 / r � F.F.=101.23 80' UPLANDS REVIEW AREA LIMIT �2 4,050t sc ft. / X, / \ EXISTING TREE LINE \ 49 �� 1 ,�o• 1 1 / \ PROPOSED LIMIT OF CLEARING •W1 PROPOSED SILT FENCE 98.77 O WRAP EXISTING GRATE WITH FILTER FABRIC � 1 N /F 001, A/F ASSOCIATE g o / 1001, SEDIMENTATIuN AND EROSION CONTROL NARRATIVE F -/ 1. PRIOR TO THE START OCONSTRUCTION FILTER FABRIC BARRIERS OR HAYBALES SHALLN 7y /, ` �, "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL AS PUBLISHED BY BE INSTALLED •1 / ' ii \' , &� IN CONFORMANCE WITH / ? r iy S�F�q��psp THE CONNECTICUT COUNCIL FOR SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE / PERMANENT VEGETATION IS ESTABLISHED. OC�O 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" x 2" x 36" WOODEN STAKES PER BALE. / `� <F 3. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND. 4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. -9,210 8,g9 /Tj `,' 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES & UG TEL SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY 67 `, o _ X PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN 9? o FNp �, ,�° �O �F 3 // AGENCY. O 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED \ +� 1 &3 SILT FENCE TYP. \ \ TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING EXISTING ROADS AS < i ) kg,> g g8�1 REQUIRED. 18 -HOLE MINIATURE ° 9 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD SHIP MULCH GRECO PROPERTIES, LLC OR SEEDED NTH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. GOLF COURSE ` � 'l / \° / 8. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY (LANDSCAPED) O ` ` ` k SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: O o/ 9G� O ♦ SO MULCH: RATE: / . / ` �6 s� HAY OR STRAW 90# / 1000 S.F. / / / e7Oo o S� / \O ` / TEMPORARY SEEDING: RATE: PERENNIAL RYEGRASS 1.0# / 1000 S.F. / �B / • o/" ° z O` ` 9. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. O 10. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. ° °4 / 11. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. �/ O ♦ / OWNER/APPLICANT: �o O STOWE PROPERTIES, LLC 12. CONTRACTOR SHALL INSTALL SOD WHERE REQUIRED TO STABILIZE BASE OF SWALES ON SITE. 75 JOHN FITCH BOULEVARD SOUTH WINDSOR CT 06074 60 / TEL: (860)282-2835 FAX: (860)282-2843 �F29 0° 'F o u u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291 • 8755 (►�/j� RESURVEY PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Fax 860.291 • 8757D��1JIJ�����OUIJ O m INFORMATION. ALL EXISTING UTILITIES SHOULD THIS PLAN I S FOR SEDIMENTATION AND GRAPHIC SCALE QS0 ign 2. FIELD VERIFIED PRIOR TO CONSTRUCTION. 20 0 10 i I �i/ �0SM CONTROL PLANT Stowe Kitchen and Bath 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD EROSION CONTROL ONLY, AND I S NOT TO BY A LICENSED LAND SURVEYOR PRIOR TOrofessionals, inc. jj o CONSTRUCTION. ) 0�jjuLl�nv'c�n A�Yl~II�1u1: 5 BE USED F 0 R UTILITIES CONSTRUCTION. ` � � DESIGN. GBS DRAWN.• G� sy CHECKED: GBS 3. THIS PLAN IS INVALID UNLESS IT BEARS THEcivil engineers* SUC•Ve�/OrS 1 inch = 20 ft. landscape architects gis gps JOB NO.: 2035 DATE.• �0�22�04 IMPRESSION SEAL AND ORIGINAL SIGNATURE landscape �'>py +ffi>m�����t>�t OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 8Y 165 South Satellite Road, South Windsor, Connecticut 06074 DRAW/NG NO.: SERI/ER/✓OBS/2035/2035-5.OWG _ NOTES: 1. ALL MONUMENTAION FOUND OR SET IS DEPICTED HEREON. 2. PROPERTY IS IN GENERAL COMMERCIAL ZONE. 3. PROPERTY IS IN FLOOD ZONE X — "AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN BY FIRM COMMUNITY PANEL NUMBER 090036 0002D MAP REVISED FEBRUARY 23, 2001. 4. WETLANDS DETERMINED BY HIGHLAND SOILS AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. MAP REFERENCES 1. PROPERTY OF ROBERT SHERIDAN TRUSTEE SULLIVAN AVE SOUTH WINDSOR, CONN. SCALE 1 "=40' DATE: 8-25-82 BY EMIL W. LUCEK ASSOCIATES. 2. CONNECTICUT STATE HIGHWAY MAP, TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL—WAPPING ROAD FROM THE HARTFORD SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET — RT. 194, 1"=40' AUG. 31, 1933 NO. 132-02 SHEETS 3&4. 3. BOUNDARY SURVEY PARCEL A—C RESURVEY PREPARED FOR SULLIVAN TOWN HOMES LLC SULLIVAN AVE SOUTH WINDSOR, CONNECTICUT SCALE 1"=200 FEET, JAN 9, 2001 REV TO 10-1-01 BY DESIGN PROFESSIONALS, INC. LEGEND O EXISTING IRON PIN ■ EXISTING MONUMENT -£}- EXISTING UTILITY POLE EXISTING SANITARY MANHOLE AND PIPE -----0" PROPOSED SANITARY MANHOLE AND PIPE — —W— — EXISTING 12" C.I. WATER MAIN — —G— — EXISTING 6" STEEL GAS MAIN _ = EXISTING CATCH BASIN AND PIPE PROPOSED CATCH BASIN AND PIPE —300— EXISTING CONTOUR i3�— PROPOSED CONTOUR + PROPOSED SPOT GRADE X330.00 EXISTING SPOT GRADE ==:> DIRECTION OF FLOW W PROPOSED 2" WATER LATERAL S PROPOSED SANITARY LATERAL F PROPOSED FOUNDATION DRAIN (SLOPE ® 1% MIN.) RL PROPOSED ROOF LEADER G PROPOSED GAS SERVICE ELEC/CATV/ISLE PROPOSED ELECTRICAL, CABLE & 1ELEPHONE WIRE PROPOSED LIGHT POLE EXISTING TREE LINE PROPOSED LIMIT OF CLEARING N /F A/F ASSOCIA 80' UPLANDS REVIEW AREA LIMIT .A \\ i - \-- SNET \\ 2015 �\ yy /r TB 96.50\`�2; l TB 96.44 i INV.: 94.13 ` \ \\ INV.: 94.04 (12"W) 94.09 (12"E) ESMH CB TF: 97.64 / / T : 96.57\ / P�`' \ \ \ O S INV:89.98 INV.: 94.2�\ SET \\ // N 93.42 15° .17 (1 EXISTING BUILDING F.F.=101.23 / / < 2,570t sq. ft. \\ PROPOSED BUILDING ADDITION F.F.=101.23 / MAINTAIN EXISTING BALLARDS 4,050t sq. ft. ,/ , , 'Sj / TO PROTECT GAS SERVICE ✓ /' \ %09 \ Q . x, / ZO I< x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 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 1 3/23/05 TOWN COMMENTS MHA IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIP77ON BY 18—HOLE MINIATUR GOLF COURSE (LANDSCAPED) 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. RICHARD P. MARTEL 12882 LIC. No. \\ a UG TEL CONFIATER SERVICE PRIOR R TO NSTALLATIONOCATION OF WOF DUMPSTER PAD AND FENCE. DO NOT INSTALL PAD OR FENCE IN CONFLICT WITH EXISTING WATER SERVICE. O u GRAPHIC SCALE 20 0 10 20 40 PMR NONE t IN FEET ) 1 inch = 20 ft INSTALL NEW ELECTRIC SERVICE TO EXISTING BUILDING AND NEW BUILDING INSTALL TRANSFORMER AND PROTECTIVE BALLARDS PROTECT EXISTING UNDERGROUND ELECTRIC, WATER AND SANITARY LINE DURING CONSTRUCTION. INSTALL SLEEVES AROUND EXISTING UTILITIES. ALL WORK TO BE COORDINATED WITH STRUCTURAL ENGINEER AND TOWN STAFF. N /F GRECO PROPERTIES, LLC Tel. 860. 291 • 8755 Fax 860.291.8757 esagn prof esslonels, minc, civil engineers • planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 UTILITY PLAN DESIGN. GBS DRAWN.• GL W I CHECKED. • GBS JOB NO.: 20J5 IDA TE: 10122104 DRAWNG NO,: SER VER/J0BS/2035/2035-6. DWG OWNER %APPLICANT: STOWE PROPERTIES, LLC 75 JOHN FITCH BOULEVARD SOUTH WINDSOR, CT 06074 TEL: (860)282-2835 FAX: (860)282-2843 RESURVEY PREPARED FOR: Stowe ,Kitchen and Bath 045 Sullivan Avenge South Wiadsom9 Connecticut SHEET 0 7 12 6" STEEL POST sm FILLED W/CONC. ANGLE POSTS 1. SET POSTS AND 2. STAPLE THE SILT AN 5' GLE O EXCAVATE A 6'.6" TRENCH FENCING TO THE FOR STABILITY POST UPSLOPE FROM POSTS. SILT END OF THE POST AND SELF- FENCING CLEANING. 3. ATTACH FILTER FABRIC TO FILTER THE WOODEN POSTS AND EXTEND FABRIC IT INTO THE TRENCH 4. BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL CONSTRUCTION OF SYNTHETIC FILTER BARRIER A i c I �n 4'-4" PLAN VIEW APPLICATION OF GRADE V-7 3/8=^ - PVMT�CRO55SLOPE W a) _ T- W I 0 fNy (V iN OF n L U O x w N 25 z3z LUo NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PROVIDED 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 PROJETION SHALL EXTEND INSIDE OF LIMITS, 7, ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12". 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS. 9. PROVIDE 6" OF 3/4' TRAPROCK UNDER EACH STRUCTURE AT BASE, 10. ALL CATCH BASINS SHALL HAVE 4' SUMPS TO MAXIMIZE SEDIMENT RETENTION. 11. TRAP HOODS SHALL BE INSTALLED ON ALL CATCH BASINS RECEIVING RUNOFF FROM ASPHALT. 4'-8 3//r --�I BRICK LEVELERS 3-5/8' -3'-0" a' -a^ SECTION B-B CLASS 'C' CONC. Q OR PRECAST CONC. BLOCK -CLASS 'C' CONC. s'-a' SECTION A -A TYPE 'C' CATCH BASIN N.T.S. 12• SIGN 'A' /- SIGN 'C' 00 1a 10 wto WHITE TEXT AND HANDICAPPED.,, -,BORDERS PASSENGER PARKING BLUE LOADING BACKGROUND ZONE STATE PERMIT STATE PERMIT REQUIRED VIOLATORS REQUIRED VIOLATORS WILL BE FINED , WALL BE FINED SIGN B 127 NOTES: -SIGNS SHALL BE 18 GAUGE FLAT SCREENED ALUMINUM m VAN ACCESSIBLE DESIGNED FOR LONG TERM HANDICAP LO DA ING OUTDOOR USE AND MOUNTED ON U-CHANNEL POSTS, BLACK PAINTED STEEL POST, MOUNTED AT PROPER HEIGHT ADA PARKING SIGNAGE PER STATE REGULATIONS -SIGNAGE SHALL BE STATE OF CONNECTICUT CODE COMPLIANT ACCESSIBLE PARKING SIGNS_ ____________ X oX 11 1. UNLESS OTHERWISE NO ED, EXISTING UTILITY 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 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. N.T.S. NO. I DATE DESCRIPTION EXPANSION JOINT AND SEALANT T PAINTED COLOR: YELLOW 3500 PSI CLASS A CONCRETE FINISH GRADE 1 6" STEEL E30LLARD N.T.S. BITUMINOUS CURB CONSTRUCTION OR 1/2" EXPANSION JOINT (4000 PSI) CONTROL JOINT AS SHOWN ON (MAXDRAWINGS PROVIDE CLASS A CONCRETE WIDTH VARIES PLAN 4-10' TO-.. FACE OF CURB WIDTH VARIES &" 6' 1/4" R 1/4• R r 1/4'/FT SLOPE TO CURB /rs: wk W) 4. �- 8' GRAVEL BASE SECTION 5" CONCRETE S N. T.S. 9' 1 HANDICAP PAVEMENT MARKING NOT TO SCALE DESIGN NOTES 1. CONCRETE, 4000 P.S.I., 28 DAYS. 2. WEIGHT 300 LBS. 3. REINFORCEMENT, (2) #4 R.R. BAR. 4. (2) 3/4" HOLES CAST IN FOR ANCHORING. 2 3/4" J TYPICAL CROSS SECTION STRAIGHT SECTION PRECAST CONCRETE WHEEL STOP N.T.S. WDTH VARES �1 1/z• SURFACE COURSE-BrtVMINOVS 1 T/x CQXYIETE, CLASS 2 CONC.. i-1 /z• -I RISE 1/4' Pk7i Pr OR -� 3• GRAVEL B 12' DEPTH AFTER COMPACTION--/8' « 3/e CRUSHED STONE PLACED IN TWO COURSES BITUMINOUS CONCRETE DRIVEWAY N.T.S. 8" THICK CONC. DUMPSTER PAD (SEE PLANS FOR DIMENSIONS) �V DUMPSTER ENCLOSURE DETAIL O 12"O.C. PAVEMENT p°n 0 O 8" THICK 4000 111 CONCRETE SLAB SEE PLAN FOR DIMENSIONS 0 p 0° 0 00 0°• `L 0°. 9" THICK PROCESSED STONE DUMPSTER PAD DETAIL N.T.S. s Tel. 860.291 • 8755 ® Fax 860.291.8757 esigin . rof essionals, Inc. civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 CONSTRUCTION SEQUENCE NOTES 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. ALL PROPOSED UTILITIES SHALL BE UNDERGROUND. 4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES. 5. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 6. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON SULLIVAN AVENUE WHERE NECESSARY TO PREVENT DUST BUILD-UP. 7. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 8. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. 9. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 10, CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. 11. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL 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; LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMANATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 12. PLACE PAVEMENT, CURBING, AND LOAM, SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. 13. AFTER ALL SITE WORK IS COMPLETED, INCLUDING SPREADING OF TOPSOIL AND SEEDING, THE CONTi ­CTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED. 14. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS. NOTE: CONSTRUCTION OF BUILDING TO COMMENCE ONCE GRADING OPERATIONS IN AREA OF FOUNDATION IS COMPLETE. CONSTRUCTION OF FOUNDATION TO BE COMPLETED AS PART OF OVERALL SITE WORK. ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2005 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2005 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. HAYBALES TO BE PLACED SO THAT STRING DGLS NOT COME IN CONTACT WITH THE GROUND. 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. 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 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# / 1000 S.F. TEMPORARY SEEDING: RATE: PERENNIAL 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. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 12. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. MAINTENANCE AND OPERATION THE FOLLOWING MAINTENANCE OPERATIONS WILL BE REQUIRED TO ENSURE THE PROPER AND EFFICIENT OPERATION OF THE STORM WATER TREATMENT SYSTEM. THE FOLLOWING 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 RE -SHAPED 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 ONE FOOT. PAVEMENT SWEEPING: THE PAVEMENT AREAS 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. COMPACTED SUBGRADE .DETAILS SHEET DESIGN.- RLB DRAW. GL W I CHECKED. • RPM/GB JOB No.: 2035 DA TE.• 219105 DRAW/NG NO.: server/jobs/2035/2035_ 7&6. DWG OWNER APPLICANT: STOWE PROPERTIES, LLC 75 JOHN FITCH BOULEVARD SOUTH WINDSOR, CT 06074 TEL: (860)282-2835 FAX: (860)282-2843 PREPARED FOR: Stowe Kitchen and Bath 8,45 S I LLUVAN AVENUE SOUTH WUN DSOF,, C®NRTIE=ti UT SHEET 7 f f \ / F.F.=101.2 3 4,050f A ft. LIGHTING FIXTURE -TYPE 1 LIGHTING FIXTURE —TYPE 1 N /F ' A/F ASSOCIATES CIOA, tK V6' ith1�1+Y�1:1511��1.S+�R:�(�Ill MI.l., I �; i'' i 1 I I i�{.: ai!�`1♦1� I I { I,all� �/%�: IA:�y�111�iV1� (t i Anil;rh ©m ,I F":Y:v�I.;:`::Wr; V*AT:':�Utlf•Iill:a;�yu;� �h LIGHTING FIXTURE —TYPE 1 1.ARCHITECTURAL i.REA LIGHTING, UNIVERSE COLLECTION SERIES COLOR:DARK GREEN 2. HEAD TYPE MODEL: UCM 3. POLE TYPE: DB12--4R16 4. INSTALLATION OF CONCRETE FOUNDATION PER LIGHTING MANUFACTURER RECOMMENDATIONS. FACE OF LIGHTING FIXTURE —TYPE 3 1.ARCHITECTURAL WALL PACK LIGHTING FIXTURE AS MANUFACTURED BY KIM LIGHTING, WALL DIRECTORS COLOR:DARK GREEN 2. HEAD TYPE III 3. STEM MOUNT CANOPY SHADE(STC) W/ E4 ARM 4. INSTALLATION OF LIGHTS ON WALL AS SHOWN ON LIGHTING PLAN. LIGHTING FIXTURE -TYPE 3 i i I LIGHI7NG FIXTURE —TYPE 4 � 1.ARCHITECTURAL SIGNAGE LIGHTING AS MANUFACTURED BY FC LIGHT,QUICKSHIP SERIES COLOR:DARK GREEN �i ? 2. HEAD TYPE MODEL* RLM—AR 3. STEM MOUNT CANOPY SHADE(STC) W/ E4 ARM 4. INSTALLATION OF 4 LIGHTS OVER WALL SIGN AS SHOWN ON ARCHITECTURAL SHEETS. LIGHTING FIXTURE -TYPE 4 LIGHTING FIXTURE --TYPE 2 1.ARCHITECTURAL AREA LIGHTING, CIMARRON SERIES BY SPAULDING LIGHTING COLOR:DARK GREEN 2. HEAD TYPE III DISTRIBUTION 3. POLE TYPE: 3" SPwis! ALUMINUM 4. INSTALLATION OF CONCRETE FOUNDATION PER LIGHTING MANUFACTURER RECOMMENDATIONS. LIGHTING FIXTURE -TYPE 2 FINISH GRADE py0 92 i / A 61, &:e' \ ;e F+ i '� z �" �. ESIUH i TF:97.64 i • L\ INV. 59.98 1 / r � ..[[ PROPOSED SWIL.DING ADDITIC14 .`` i ca \0 ► \o O\\\C 1 S—HOLE MINIATUR ° GOLF COURSE (LANDSCAPED) /\c'; ° 0Z/ / GB6 ,► / , o / 0 a n 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 BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3, THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION PROFESSIONAL EN GINEER NGINEER/SURVEYOR. NO. DATE DESCRIPTION BY EXISTING BUILDING F.F.=101.23 2,570t sq. ft, `'t �QP Ci UG TEl / N /F GRECO PROPERTIES, LLC / 0 \0 10 TeL 860.291 8755 GRAPHIC SCALE Fax 860.291 8757 LOG tlTWO PLAN 20 0 10 20 40 r esign ■ ofess'ona's, inch IN FE�."r civil engineers • planners surveyors DESIGN.•RLB DRAWN GLW CHECKED: RLB i inch = 20 ft~ • JOB NO.: 2035 DATE.• 218105 landscape architects gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 DRAW/VG A10,: ,J0BS\20J5\20J5—L1.DWG PREPARED FOR: Stowe Kitchen and Bath 045 SU LILLUVAN AVENUE SOUTH[ TVIiYDSOB, (CONK ECTIClUT 0 SHEET LP 1 LP 1