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HomeMy WebLinkAbout03-17P_OLD POST OFFICE SITE PLAN_SULLIVAN AVENUEa I T-9 I rN I L-A I L—A rF� U Ir-V I ry 0 5 LL VALNN' Av,,.NU, LL& U-, e prepared by: • esign rofesslonals, inc. Civil Engineers • Planners • Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 Insite, u.c Landscape Architecture 122E Main Street Collinsville, CT 06019 (860) 693-6765 AMENTA / EMMA ARCHITECTS, P.C. 201 ANN STREET, HARTFORD, CT 06103 1 860.549.4725 1 FAX 860,549.191 32 WARREN STREET, CAMBRIDGE, MA 02141 1 617.492.3662 1 FAX 617.868.1 aea@amentaemma.com Row V _ MEW •`vatA VE � c ��"� QP� S ogOFiycF A 1 cam' Nµxs s� • � • ���� �� � � = p4 ' � Raw �°� e�°� °�\ o x ONC J •`z PAR+C�4, oe. lion m COLL/,ys 74 /--•�GP ROAD y 6 Cgr+ SAND %P Pgc /.0 M 7�J•il ,ILL ROAD Ez°�9 a r Q 3 � s 07 HERITAGE • DRIVE 0,I) ` Opt) `, dot H 144 OR/yF y �, 40� PANW y KUPCHUNOS �z o� DRIVE �o FARV s a DRIVE So • 74 \AA-4 •' • 194 •i �., BR�C �� 00 mmv/7 •'•� '�• � • v�� Q,rERF/FC ��� �2 •---'••.rt,� SITE ar m COMMUNITY Q j � m F 44 R�OGEFIf7,D�0 OR/ • EWNGTON AD 30 ROAD � / • j � � � voi moo j 4 Al 0��1 ti kRAki pIpGYAi4r . N o Cv' ac F • PARK ••� DFy,Nc MOH 1 S � �.--• FO'1N > m DINC GRANDVIEW TERRACE ••� •.�A'`O,1- o� S�FFT DOM PROFEssONAL% ate. LOCATION PLAN H.rs 1 THESE ORANIN69 ARE THE PR,OPE UY OF DE51GN PROFESSIONAL5, INC., AND HAVE SEEN PREPARED SPECIFICALLY FOR THE OWNEWAPPLICANT FOR THIS PRO.IEGT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR 13Y ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER NITHOUT THE EXPRESS MITTEN FEW155ION OF DE516N PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY HEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-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 MY K DGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHAA%wAkwMfffTTEL LIC. No. F FINAL PLANS TOWN OF SOUTH WINDSOR AUTHORIZED SIGNATURE DATE: lo�Zf Jy OWNER APPLICANT KERIN & KERIN, LLC C/O MATTHEW A. KERIN P.O. BOX 330910 WEST HARTFORD, CT 06133--0910 TEL: (860) 953-6881 V WINDSOR CONNEC ICUT 0 U KEY MAP -SOUTH WrnleaSOR 9 P>ANn�Ilva �T. �S CALE 1 =-1 4 MAP LOT N/F ABUTTER LIST 64 1 SULUVAN AVENUE TOWN OF SOUTH WINDSOR 2 1468 SULLIVAN AVENUE HILLS, SAR4H A 3 1488 SULLIVAN AVENUE HILLS, SARAH A 19 1790 ELLINGTON ROAD WRAPPING COMMUNITY CHURCH 20 1790 ELUNGTON ROAD WHAPP/NG COMMUNITY CHURCH 21 1790 ELL/NGTON ROAD WHAPP/NG COMMUNITY CHURCH 22 SIILUVAN AVENUE TOWN OF SOUIN WINDSOR 23 PO BOX 330910 KERIN & KERIN LLC WEST HARTFORD, CT 08133 24 1510 SULUVAN AVENUE GAETANO, DOROTHY C. & JOD/CE 25 PO BOX 664 MANCHEST£R MEMORIAL HOSPITAL MANCHESTER, CT 06045 26 1496 SULL/VAN AVENUE 1496 SULLIVAN AVENUE LLC 27 PO BOX 519 KINNEY, HELEN SOUK WINDSOR, Cr 06074 28 96 WILLOW STREET LIVAD/077S, PANOS & JOHNSTON, JOHN C. 29 1511 SULL/VAN AVENUE CHAGNON, ROGER L. & VIV44N L. 30 1519 SULUVAN AVENUE ALLEANO, DOR07HY 31 1527 SULUVAN AVENUE KOCHANSKI, CRAIG & LYNN M. 32 15.i5 SULUVAN AVENUE CORTESE, DOR4 S 33 1543 SULUVAN AVENUE RAVALESE, ANNE E. & DOMINIC 34 PO BOX 826 LEVESQUE, CHRISnNE SOUTH WINDSOR, CT 06074 35 1744 ELUNGTON ROAD KEU", RICHARD S 36 1744 ELUNGTON ROAD KELLEY, RICHARD S. 37 1744 ELUNGTON ROAD KELLEY, RICHARD S. 42 1744 £LUNGTON ROAD KELL£Y, RICHARD S. 44 1744 ELLINGTON ROAD KELLEY, RICHARD S 51 SULLIVAN AVENUE TOWN OF SOUTH WINDSOR Zoning Data Block ZONE: RO — RESTRICTED OFFICE ITEM REQUIRED/ALLOWED PROVIDED Lot Area 87,120 S.F./2.0 AC. 51,136 S.F./1.17 AC. Lot Width 200 FT. 343.1' Lot Depth 200 FT. 242.83' Lot Coverage 30 % max. 17.5% Impervious Coverage 50% max.* 73.1 % Building Height 2 stories/30 FT. 1 story/18't Front Yard 50 FT.* 27.6' Rear Yard 50 FT. 78.18' Side Yard 25 FT. 37.71' *THE FOLLOWING VARIANCES WERE GRANTED TO KERIN & KERIN, LLC (SEE VOLUME 1346 PAGE 285 OF THE LAND RECORDS): I. TO SECTION 13.3 TO ALLOW PARKING SPACES 9' X 18' IN SIZE 2. TO SECTION 10.2 TO ALLOW IMPERVIOUS COVERAGE OF 747. (50% ALLOWED) 3. A 27' VARIANCE TO SECTION 10.2 TO ALLOW A STRUCTURE 23' FROM THE FRONT PROPERTY LINE (50' REQUIRED) 4. TO SECTION 5.3.4.4 TO ALLOW OFF—STREET PARKING AT 4.5 SPACES PER 1,000 SQUARE FEET RATHER THAN 1 SPACE PER 150 SQUARE FEET" 5. TO SECTION 10.4.1 TO ALLOW V BUFFER WIDTH. 'PARKING CALCULATION: BUILDING GROSS FLOOR AREA = 8,969± SQUARE FEET PARKING REQUIREMENT = 4.5 SPACES/1,000 S.F. X 8,969 S.F. = 40.3 SPACES REQUIRED: 41 SPACES PROVIDED: 47 SPACES (INCLUDES 2 HANDICAP SPACES) 1 2 3-4 Ll Al —A3 SHEET INDEX COVER SHEET PLOT PLAN TOPOGRAPHIC PLAN LANDSCAPE PLAN ARCHITECTURAL ELEVATIONS REV: MAY 25, 2004 DATE: MARCH 11, 2005 SKEET 1 E: \JOBS\1627\1627-1.DWG NOTES: 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. (MAP REFERENCE #1) 2. AREA OF THE PROPERTY = 51,136 SQ.FT. = 1.17 AC. 3. PROPERTY IS IN RO ZONE. 4. PROPERTY IS 1N FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN ON FIRM PANEL 090036 0006D REVISED FEBRUARY 23, 2001. 5. HORIZONTAL DATUM NAD 27. 6. VERTICAL DATUM NAVD 29. 7. FRONT SETBACK VARIANCE GRANTED AS PER VOL. 607 PG. .241 OF THE SOUTH WINDSOR LAND RECORDS. 8. VARIOUS EASEMENTS AND ENCUMBRANCES ARE GIVEN IN VOL. 612 PG. 184 OF SOUTH WINDSOR LAND RECORDS. 9. VARIOUS VARIANCES GRANTED VOL. 1346 PG. 285 OF THE SOUTH WINDSOR LAND RECORDS. 10. BUILDING IS CONNECTED TO PUBLIC WATER AND SEWER. 11. THERE ARE NO WETLANDS ON THE SITE. 12. THE APPLICANT SHALL ERECT A STOCKADE FENCE ON HIS NEIGHBOR'S PROPERTY ALONG THE NORTH PROPERTY BOUNDARY TO SCREEN THE PARKING AREA PROVIDED THE NEIGHBOR AGREES TO THE CONSTRUCTION OF SUCH A FENCE. IN THE EVENT SAID NEIGHBOR DOES NOT AGREE TO ALLOW THE FENCE TO BE ERECTED ON THE NEIGHBOR'S PROPERTY, THIS CONDITION SHALL BECOME NULL AND VOID. IF CONSTRUCTED, THE APPLICANT SHALL HAVE NO RESPONSIBILITY TO MAINTAIN THE FENCE. MAP REFERENCES: 1. BOUNDARY SURVEY PROPERTY OF WILLIAM J. KERIN SULLIVAN AVENUE, SOUTH WINDSOR, CONNECTICUT SCALE 1" = 20' DATE: 10-08-91 JOB NO. 91055 BY F.A. HESKETH & ASSOCIATES, INC. 2. PROPERTY OF MARCELLA SOKOL BELSKI SULLIVAN AVENUE SOUTH WINDSOR, CONN. SCALE 1" = 40' APRIL, 1957 REV TO JUNE 17, 1957 BY ALTON E. SMITH. 3. MAP SHOWING LAND & EASEMENT ACQUIRED FROM WILLIAM J. KERIN BY THE STATE OF CONNECTICUT, RTE 194, SCALE 1" = 40'; NOV. 1989 ROBERT W. GUBALA TRANSPORTATION CHIEF ENGINEER 132-112-1. GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) STANDARDS AND SPECIFICATIONS. 2• ALL TREE STUMPS, WOOD CHIPS AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF AWAY FROM CONSTRUCTION AREA, BURIAL OF STUMPS, WOOD CHIPS, OR DEBRIS WITHIN THE PROJECT SITE IS NOT ALLOWED. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON SULLIVAN AVENUE 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. 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. 7. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 8. PROPOSED WALL MOUNTED LIGHTS TO BE INSTALLED SUCH AS TO LIMIT LIGHT LEVELS TO A MAXIMUM 0.25 FOOT CANDLES AT ANY PROPERTY LINE. 9. EXISTING CONCRETE CURB TO BE REPAIRED AS REQUIRED. OWNER/APPLICANT: KERIN & KERIN, LLC C/O MATTHEW A. KERIN P.O. BOX 330910 WEST HARTFORD, CT 06133-0910 TEL: (860) 953•-6881 N/F GAETANO F. JODICE AND DOROTHY C. JODICE SEE NOTE 12 � o � SSOP SIGN cr, Ex 25' S.Y. EX. RETAINING WALL EN D O A\� E O tt ,C AINLINK RE 1 x ,4O* k NC WALK i0 0 .14 CONC. WA COI D 1 Gr 5 EX. WALK TO ® 1 PROP..00 �`� /s E 71' BE REPAIRED Z NOT ENTER' O _ O SIGN a O © y N o O 00 p 24' i T EXISTING BUILDING 0 y �i t 7,623i SF� us i SIGN FF=115.68 g 0 0 O o 7 O f E FF ` `EX. WALK TO BE H 7 . ' S 5 REMOVED (AREA TO 0.0 ^�� 6 BE LANDSCAPED) CIA "41nbVV,'N?��T H o Ex M ?'� END OF FLAG` N' POLE RETAINING WALL 0;� Z o y o w N/F TOM OF SOUTH WINDSOR �.. � ➢� � q � 4K is © �" i GD 2q l DI. �` ' SIGN � L l 1L E uGHr POLE GHT POLE TO BE RELOCATED PROP. '00 NOT N')3 ENTER SIGN PROP. 'ENTER C: ONLY" SIGN �' E _ © f` O LIGHT POLE D � O a o u x z rn 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 1 5-23-04 PER PZC APPROVAL JAS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 12882 RICHARD P. MARTEL LIC. No. NO. DATE DESCRIPTION BY GRAPHIC SCALE 40 0 20 40 80 ( IN FEES ) 1 inch = 40 ft. 860.291.8755 esign rofessionals, ene. 0. Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 S W OUIV . t - S"f�iGGLiL :�"L &ot x �V 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 kryOJOR °''� TELEPHONE (860) 644.2511 CERTUM MAIL May 20, 2004 Mr. Peter DeMallie Design Professionals, Inc. 165 South Satellite Road South Windsor, CI' 06074 Re: App103-17P, Old Post Office Site PIan Dear Mr. DeMallie: We are pleased to advise you that the Planning & Zoning Commission voted on June 17, 2003 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for site plan approval for office use on property tocated at 1530 Sullivan Ave, RO zone as shown on plans prepared by Design Professionals, Inc., Job No.1627, dated March 11, 2003, as revised. This approval of the revised plan is in settlement of pending litigation and is subject to the approval granted by Superior Court on January 20, 2004. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until The final mylars have been filed in the Town Clerk's office. 3. An as built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 4. A landscape bond in the amount of $2,WO.00 is required and must be submitted prior to filing of mylars, 5. All plans used in the field by the developer must bear the stamp, and authorized signature of the Town of South Windsor. 6. The building street number must be included on the final plan. 7. Access will be one-way, with the south driveway as the entrance and the north driveway as the exit, as shown on the approved plans. The drives will be appropriately signed, to the satisfaction of the South Windsor Police Dept. 8. If a contract is awarded by tine Town of South Windsor to construct a service drive on Town Iand to the east of the site and said service drive is extended to the site boundary within 5 years of June 17, 2003, the applicant is required to connect to the service drive at a cost not to exceed $14,500.00 and applicant will connect to the service drive a the property boundary within 8 months of completion of the drive. In addition, if the applicant connects to the service drive, and existing parking spaces would be eliminated as a result of applicant's connection to the service drive, the parking space requirement shall automatically be waived by the Town, to the extent of the number of parking spaces that have been eliminated. The extcut of this waiver shall be applicable to any future calculation of available parking on the site, including medical or dental office space, such that the site shall get credit for the higher number of parking spaces before connection to the service drive. It is understood by the parties hereto that this agreement does not decide or determine whether the property is subject to the Town's Access Management Regulations (Sections 3A and 5.3A.4). 9. One waydirectional signs must be added to the entrance. 10. The applicant shall erect a stockade fence on his neighbor's property along the north property boundary to screen the packing area provided the neighbor agrees to the construction of such a fence. In the event said neighbor does not agree to allow the fence to be erected on the neighbor's property, this condition shall become null and void. If constructed, the applicant shall have no responsibility to maintain the fence. 11. In the event medical or dental offices are proposed for any portion of the site, compliance with zoning regulations pertaining to parking requirerments for the entire building must be demonstrated by the owner to the Tb%m's Planning Department. In the even such compliance cannot be demonstrated, owner must return tot he Planning & Zoning Commission for approval. 12. Unless specifically addressed herein, all other items and condition of the Town's approval of application 03-17P, Old Post Office Site Plan as set froth in its correspondence of June 25, 2003 shall remain in full force and effect. BIackk and white transparent mylars of Sheet #2 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 must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be rctnmed to you for filing in the Office of the Town Clcrk,. Aries filing these plans, a copy of the receipt must be submitted to the Planning Department Sincerely, Timth 'H. Wen y izell"Chimm Planning and Zoning Commission TfIW/katk cc: Town Engineer Chief Building Official Assessor Tiro Marshal Matthew Kerin PL©T PLAN DESIGN., PRDIJS I DRAWN.• -IS CHECKED.• PRD JOB NO.: 1627 DA TE.• 3-11-2003 DRAW/NG NO.: SERVER/JOBSi 1627/1627_2. drl LEGEND • IRON PIN TO BE SET `T.-2-> EXISTING UTILITY POLE ® EXISTING CATCH BASIN EXISTING LIGHT POLE * PROPOSED LIGHT POLE (SEE DETAIL ON SHEET NO. 1_1) EXISTING LIGHT FIXTURE (MOUNTED TO OVERHANG) ->T SIGN (T EXISTING TELEPHONE MANHOLE ® PROPOSED DUMPSTER ON CONCRETE PAD �A INSTALL UNDERGROUND ROOF LEADER © SAWCUT & REMOVE EXISTING BITUMINOUS PAVEMENT (AREA TO BE LOAMED AND SEEDED) CQ EXISTING BITUMINOUS PAVEMENT © EDGE OF EXISTING BITUMINOUS PAVEMENT 0 PROPOSED BITUMINOUS CURB (SEE DETAIL ON SHEET NO. 3) FO EXISTING PARKING TO BE RESTRIPED © PROPOSED PARKING H( INSTALL CONCRETE BOLLARDS OI REPLACE EXISTING DRY WELL (SEE DETAIL ON SHEET NO. 3) Q CLEAN & REPAIR/REPLACE EXISTING DRY WELL AS REQUIRED QK PROPOSED LIGHT FIXTURE (SEE DETAIL ON SHEET NO. L1) DEPENDENT RESURVEY PREPARED FOR: KERIN & KERIN, LLC 030 SU LUVAN AVENUE SHEET 2 4 NOTES: 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. (MAP REFERENCE #1) 2. AREA OF THE PROPERTY = 51,136 SQ.FT. = 1.17 AC. 3. PROPERTY IS IN RO ZONE. 4. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN ON FIRM PANEL 090036 0006D REVISED FEBRUARY 23, 2001. 5. HORIZONTAL DATUM NAD 27. 6. VERTICAL DATUM NAVD 29. 7. FRONT SETBACK VARIANCE GRANTED AS PER VOL. 607 PG. 241 OF THE SOUTH WINDSOR LAND RECORDS. 8. VARIOUS EASEMENTS AND ENCUMBRANCES ARE GIVEN IN VOL. 612 PG. 184 OF SOUTH WINDSOR LAND RECORDS. 9. VARIOUS VARIANCES GRANTED VOL. 1346 PG. 285 OF THE SOUTH WINDSOR LAND "'ECORDS. 10. BUILDING IS CONNECTED TO PUBLIC WATER AND SEWER. 11. THERE ARE NO WETLANDS ON THE SITE. 12. THE APPLICANT SHALL ERECT A STOCKADE FENCE ON HIS NEIGHBOR'S PROPERTY ALONG THE NORTH PROPERTY BOUNDARY TO SCREEN THE PARKING AREA PROVIDED THE NEIGHBOR AGREES TO THE CONSTRUCTION OF SUCH A FENCE. IN THE EVENT SAID NEIGHBOR DOES NOT AGREE TO ALLOW THE FENCE TO BE ERECTED ON THE NEIGHBOR'S PROPERTY, THIS CONDITION SHALL BECOME NULL AND VOID. IF CONSTRUCTED, THE APPLICANT SHALL HAVE NO RESPONSIBILITY TO MAINTAIN THE FENCE. MAP REFERENCES: 1. BOUNDARY SURVEY PROPERTY OF WILLIAM J. KERIN SULLIVAN AVENUE, SOUTH WINDSOR, CONNECTICUT SCALE 1" = 20' DATE: 10--08-91 JOB NO. 91055 BY F.A. HESKETH & ASSOCIATES, INC. 2. PROPERTY OF MARCELLA SOKOL BELSKI SULLIVAN AVENUE SOUTH WINDSOR, CONN. SCALE 1" = 40' APRIL, 1957 REV TO JUNE 17, 1957 BY ALTON E. SMITH. 3. MAP SHOWING LAND & EASEMENT ACQUIRED FROM WILLIAM J. KERIN BY THE STATE OF CONNECTICUT, RTE 194, SCALE 1" = 40'; NOV. 1989 ROBERT W. GUBALA TRANSPORTATION CHIEF ENGINEER 132--112-1. BARS 0 12"O.C. PAVEMENT 5" THICK 4000 # CONCRETE SLAB SEE PLAN FOR DIMENSIONS O° 00 ° 0 o 0 00 0 ° . 0 ° . COMPACTED SUBGRADE 9" THICK PROCESSED STONE DU M PSTER PAD DETAIL. N.T.S. 1 1 /2" BITUMINOUS PVMT. 6" PROCESSED STONE BASE BITUMINOUS CURB 6" 5"-4000 PSI CONCRETE SIDEWALK 5" DUMMY GROOVE WITH WWF 6x6-W4xW4 1/4" 1' 0-4 a• 7. �p°b°o' ° b �`� b b`�� b. °° a� .7 bo: v °�:°° . CONCRETE CURBING 6" PROCESSED GRAVEL SUBBASE CONCRETE SIDEWALK SECTION NOT TO SCALE NOTES: CONCRETE SURFACE TO BE SCORED AT INTERVALS OF 5 FEET, WITH TEXTURED FINISH. PROVIDE EXPANSION JOINTS AT CONTACTS WITH EXISTING STRUCTURES. o I1 x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE rn 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 T 5-25-04 PER PZC APPROVAL JAS IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE I DESCRIPTION BY 1-1/2' FINISH GRADE 8'-0" DIA. DRYWELL INSTALLATION DETAIL NOT TO SCALE NOTE: DRYWELL TO BE ARROW 8 FOOT DIAMETER PRECAST - HEAVY DUTY OR APPROVED EQUAL 1 IM-r11 XIAMI e+ GRAVEL BASE* BITUMINOUS CONCRETE DRIVEWAY N.T.S. *USE EXISTING BASE - GRIND UP EXISTING ASPHALT PAVEMENT AND MIX WITH BASE. ANALYSIS TO BE DONE AT TIME OF CONSTRUCTION TO DETEMINE OPTIMUM GRINDING DEPTH AND MIX. EXCESS BITUMINOUS MATERIAL TO BE DISPOSED OF OFF -SITE. RD KH. AND COVER 4" 1-1/2" TO GRADE MATH E MANHOLE BLOCK 2' BROKEN STONE SEE NOTE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-3006-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNEC11CUT 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. NIP GAEfANO F. JODICE AND DOROTHY Q JODICE { t t Q .I 2' �... ......�+� E f3 SNET 5026 EX. TREE Ex' EX SN UBS `% �y' •L 25' S.Y. Ex. RETAINING WALL CATCH BASIN �-^� ---F+ TF=106.01 D DRY WELL / C N / / � lull © �� / X CHA LINK IWO l 0 / F CE fr_ONC. WALK R. 4 CONC. / X 1/ f fEX WALK ltaxoCA PROP. 'Do o° 1 ,� 7� BE REPAIRED tio11s�D I ®16 ! NOT SIGN ENTER' O' O/ O W / O �15 11&77j tA3. f E 7c 00 {� �'• k EXISTING BUILDING a slcN Z , 7,623t SF \FF=115,611 g 0 O �?D { 1/ F 1 EX. WALK TO BEREMOVED (AREA p p / BE LANDSCAPED) TO ' Ap DRY WELLI / T 8 1 TF-112.6#TEL Box D 1 EX w EX GRASS AREA .N _ ..... (9) 23T' FLAG � m- r f / EDTApING WALL POLE eta' y � o t / Ex. TREE NN/ 1 TOVM OpF�tp Y $ 9 _ �• `tC �p a�MA'N ® 'y / o }Eh10, / / SOUTH ANDSOR DIR. © GN ti ♦ TF=111. 9 CATCH BASIN ;10 .93 �.Lij' $• ® / / GHT OLE TF=109.15 EX. LIGHTIPOLE TO INV(IN)=105.65 OFF o % 114. BE `ELOCA 0 PROP. 'DO NOT { a ¢ ENTER SIGN { PROP. 'ENTER 4 3 1 { � � ONLY' SIGN ` t E 1 � ` EX. TREF.f D �. 1 (E) 1 TEL I O i EX. TREE N'13�i GRAPHIC SCALE 40 0 20 40 so ( IN FEET ) I inch = 40 ft. 560.291.8755 i>7 esign rofessionals, inc. e Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • Connecticut 06074 GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) STANDARDS AND SPECIFICATIONS. 2. ALL TREE STUMPS, WOOD CHIPS AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF AWAY FROM CONSTRUCTION AREA, BURIAL OF STUMPS, WOOD CHIPS, OR DEBRIS WITHIN THE PROJECT SITE IS NOT ALLOWED. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON SULLIVAN AVENUE 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. 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. 7. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 8. PROPOSED WALL MOUNTED LIGHTS TO BE INSTALLED SUCH AS TO LIMIT LIGHT LEVELS TO A MAXIMUM 0.25 FOOT CANDLES AT ANY PROPERTY LINE. 9. EXISTING CONCRETE CURB TO BE REPAIRED AS REQUIRED. T©PaC�APHIC PLAN DESIGN. GBS%JS I DRAWN.• JS I CHECKED.- PRD JOB NO.. 1627 1 DA TE.- 3-11-2003 ORAWNG NO.. SE 'VER/JOBS/162711627_J.. dH LEGEND IRON PIN TO BE SET 71> EXISTING UTILITY POLE ® EXISTING CATCH BASIN EXISTING LIGHT POLE PROPOSED LIGHT POLE (SEE DETAIL ON SHEET NO. L1) EXISTING LIGHT FIXTURE (MOUNTED TO OVERHANG) -o- SIGN QT EXISTING TELEPHONE MANHOLE 330.00x EXISTING SPOT GRADE --330- EXISTING CONTOUR �- PROPOSED CONTOUR 330.00 PROPOSED SPOT GRADE ® PROPOSED DUMPSTER ON CONCRETE PAD QA INSTALL UNDERGROUND ROOF LEADER © SAWCUT & REMOVE EXISTING BITUMINOUS PAVEMENT (AREA TO BE LOAMED AND SEEDED) © EXISTING BITUMINOUS PAVEMENT © EDGE OF EXISTING BITUMINOUS PAVEMENT EO PROPOSED BITUMINOUS CURB (SEE DETAIL ON SHEET NO. 3) 0 EXISTING PARKING TO BE RESTRIPED © PROPOSED PARKING HO INSTALL CONCRETE BOLLARDS © REPLACE EXISTING DRY WELL (SEE DETAIL ON SHEET NO. 3) JQ CLEAN & REPAIR/REPLACE EXISTING DRY WELL AS REQUIRED KQ PROPOSED LIGHT FIXTURE (SEE DETAIL ON SHEET NO. L1) OWNER/APPLICANT: KERIN & KERIN, LLC C/O MATTHEW A. KERIN P.O. BOX 330910 WEST HARTFORD, CT 06133-0910 TEL: (860) 953-6881 DEPENDENT RESURVEY PREPARED FOR: KERIN c� I�'ERIN, .LL C 1530 SU LRVAN AVIE UIE SOUTH WUMSOR cCORTMCTR CUT HEET NOTES: 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. (MAP REFERENCE #1) 2. AREA OF THE PROPERTY = 51,136 SQ.FT. = 1.17 AC. 3. PROPERTY IS IN RO ZONE. 4. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN ON FIRM PANEL 090036 0006D REVISED FEBRUARY 23, 2001. 5. HORIZONTAL DATUM NAD 27. 6. VERTICAL DATUM NAVD 29. 7. FRONT SETBACK VARIANCE GRANTED AS PER VOL. 607 PG. 241 OF THE SOUTH WINDSOR LAND RECORDS. 8. VARIOUS EASEMENTS AND ENCUMBRANCES ARE GIVEN IN VOL. 612 PG. 184 OF SOUTH WINDSOR LAND RECORDS. 9. VARIOUS VARIANCES GRANTED VOL. 1346 PG. 285 OF THE SOUTH WINDSOR LAND RECORDS. 10. BUILDING IS CONNECTED TO PUBLIC WATER AND SEWER. 11. THERE ARE NO WETLANDS ON THE SITE. 12. THE APPLICANT SHALL ERECT A STOCKADE FENCE ON HIS NEIGHBOR'S PROPERTY ALONG THE NORTH PROPERTY BOUNDARY TO SCREEN THE PARKING AREA PROVIDED THE NEIGHBOR AGREES TO THE CONSTRUCTION OF SUCH A FENCE. IN THE EVENT SAID NEIGHBOR DOES NOT AGREE TO ALLOW THE FENCE TO BE ERECTED ON THE NEIGHBOR'S PROPERTY, THIS CONDITION SHALL BECOME NULL AND VOID. IF CONSTRUCTED, THE APPLICANT SHALL HAVE NO RESPONSIBILITY TO MAINTAIN THE FENCE. MAP REFERENCES: 1. BOUNDARY SURVEY PROPERTY OF WILLIAM J. KERIN SULLIVAN AVENUE, SOUTH WINDSOR, CONNECTICUT SCALE 1" = 20' DATE: 10-08-91 JOB NO. 91055 BY F.A. HESKETH & ASSOCIATES, INC. 2. PROPERTY OF MARCELLA SOKOL BELSKI SULLIVAN AVENUE SOUTH WINDSOR, CONN. SCALE 1" = 40' APRIL, 1957 REV TO JUNE 17, 1957 BY ALTNN E. SMITH. 3. MAP SHOWING LAND & EASEMENT ACQUIRED FROM WILLIAM J. KERIN BY THE STATE OF CONNECTICUT, RTE 194, SCALE 1" = 40'; NOV. 1989 ROBERT W. GUBALA TRANSPORTATION CHIEF ENGINEER 132-112-1. GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) STANDARDS AND SPECIFICATIONS. 2• ALL TREE STUMPS, WOOD CHIPS AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF AWAY FROM CONSTRUCTION AREA, BURIAL OF STUMPS, WOOD CHIPS, OR DEBRIS WITHIN THE PROJECT SITE IS NOT ALLOWED. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON SULLIVAN AVENUE 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. 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. 7. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 8. PROPOSED WALL MOUNTED LIGHTS TO BE INSTALLED SUCH AS TO LIMIT LIGHT LEVELS TO A MAXIMUM OF 0,25 FOOT CANDLES AT ANY PROPERTY LINE. 9. EXISTING CONCRETE CURB TO BE REPAIRED AS REQUIRED. OWNER/APPLICANT: KERIN & KERIN, LLC C/O MATTHEW A. KERIN P.O. BOX 330910 WEST HARTFORD, CT 06133-0910 TEL: (860) 953-6881 o n 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 PLAk IS INVALID UNLESS IT BEARS THE 1 5-25-04 PER PZC APPROVAL JAS IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR, NO. DATE DESCRIPTION BY N/F GAETANO F. JODICE AND DOROTHY C. JODICE + � s s SE _ND-TZ 4-2- - -- + S88°37' 32" W - --+ EX. TREE ?T ;m - . CATCH BASIN TF=108.01 NOT ENTER SIGN CATCH BASIN TF=109.15 INV(IN)=105.65 PROP. "ENTER ONLY" SIGN THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGUI ATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE Or 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. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. r r + r 1BS A0 �E i f )VV) fr r rf � r LOCATED r r ' r + r � r r r f e r ► r ,IGHT VOLE ► LIGHT ►POLE TO �ELOCA►TED ► ► ► ► ► N /F TOWN OF SOUTH WINDSOR 860.291.8755 esign . rof esslonals, Inc. S ■ Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 TQPOC�APHIC PLAN DES/GN.• GBS/✓S I DRAWN. IS CHECKED. PRD, JOB NO.. 1627 1 DA 7E• 3-11-2003 DRAWNG NO.. SERVER/✓OBS/1627/1627 4. dm LEGEND S IRON PIN TO BE SET cD-> EXISTING UTILITY POLE ® EXISTING CATCH BASIN EXISTING LIGHT POLE PROPOSED LIGHT POLE (SEE DETAIL ON SHEET NO. L1) EXISTING LIGHT FIXTURE (MOUNTED TO OVERHANG) -a- SIGN (r EXISTING TELEPHONE MANHOLE 330.00X EXISTING SPOT GRADE -330- EXISTING CONTOUR -�- PROPOSED CONTOUR 330.0o PROPOSED SPOT GRADE ® PROPOSED DUMPSTER ON CONCRETE PAD ® INSTALL UNDERGROUND ROOF LEADER ® SAWCUT & REMOVE EXISTING BITUMINOUS PAVEMENT (AREA TO BE LOAMED AND SEEDED) CQ EXISTING BITUMINOUS PAVEMENT Q EDGE OF EXISTING BITUMINOUS PAVEMENT E� PROPOSED BITUMINOUS CURB (SEE DETAIL ON SHEET NO. 3) FJ EXISTING PARKING TO BE RESTRIPED © PROPOSED PARKING O INSTALL CONCRETE BOLLARDS �I REPLACE EXISTING DRY WELL (SEE DETAIL ON SHEET NO. 3) J� CLEAN & REPAIR/REPLACE EXISTING DRY WELL AS REQUIRED UK PROPOSED LIGHT FIXTURE (SEE DETAIL ON SHEET NO. L1) DEPENDENT RESURVEY PREPARED FOR: KERIN & KERIN, L L C OiO MI 11 IC lLJT SHEET 0 NOTES: 1, THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. (MAP REFERENCE #1) 2. AREA OF THE PROPERTY = 51,136 SQ.FT. = 1.17 AC. 3. PROPERTY IS IN RO ZONE. 4. PROPERTY IS IN FLOOD ZONE X _ AREA DETERMINED TO BE OUTSIDE 500--YEAR FLOOD PLAIN ON FIRM PANEL 090036 0006D REVISED FEBRUARY 23, 2001. 5. HORIZONTAL DATUM NAD 27. 6. VERTICAL DATUM NAVD 29. 7. FRONT SETBACK VARIANCE GRANTED AS PER VOL. 607 PG. 241 OF THE SOUTH WINDSOR LAND RECORDS. 8. VARIOUS EASEMENTS AND ENCUMBRANCES ARE GIVEN IN VOL. 612 PG. 184 OF SOUTH WINDSOR LAND RECORDS. 9. VARIOUS VARIANCES GRANTED VOL. 1346 PG. 285 OF THE SOUTH WINDSOR LAND RECORDS..: 10. BUILDING IS CONNECTED TO PUBLIC WATER AND SEWER. 11. THERE ARE NO WETLANDS ON THE SITE. MAP REFERENCES: 1. BOUNDARY SURVEY PROPERTY OF WILLIAM J. KERIN SULLIVAN AVENUE, SOUTH WINDSOR, CONNECTICUT SCALE 1" = 20' DATE: 10--08--91 JOB NO. 91055 BY F.A. HESKETH & ASSOCIATES, INC. 2. PROPERTY OF MARCELLA SOKOL BELSKI SULLIVAN AVENUE SOUTH WINDSOR, CONN: SCALE 1" = 40' APRIL, 1957 REV TO JUNE 17, 1957 BY ALTON E. SMITH. 3. MAP SHOWING LAND & EASEMENT ACQUIRED FROM WILLIAM J. KERIN BY THE STATE OF CONNECTICUT, RTE 194, SCALE 1" = 40'; NOV. 1989 ROBERT W. GUBALA TRANSPORTATION CHIEF ENGINEER 132-112--1. .GENERAL NOTES: 1, ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) STANDARDS AND SPECIFICATIONS. 2. ALL TREE STUMPS, WOOD CHIPS AND CONSTRUCTION DEBRIS SHALL BE DISPOSED OF AWAY FROM CONSTRUCTION AREA, BURIAL OF STUMPS, WOOD CHIPS. OR DEBRIS WITHIN THE PROJECT SITE IS NOT ALLOWED. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON SULLIVAN AVENUE WHERE NECESSARY TO PREVENT MUST 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/OP. AGENT AND THE DESIGN ENGINEER. 6. 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. 7. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 8. PROPOSED WALL MOUNTED LIGHTS TO BE INSTALLED SUCH AS TO LIMIT LIGHT LEVELS TO A MAXIMUM OF 0.25 FOOT CANDLES AT ANY PROPERTY LINE. 9. EXISTING CONCRETE CURB TO BE REPAIRED AS REQUIRED. 7. OWNER LAPPLICANT: KERIN & KERIN, LLC C/O MATTHEW A. KERIN P.O. BOX 330910 WEST HARTFORD, CT 06133-0910 TEL: (860) 953--6881 o n ,, 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 l IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. N/F GAETANO F. JODICE AND DOROTHY C. JODICE t CATCH BASIN TF=.A 08.01 NOT ENTER SIGN Zi TE L` BOX O CATCH BASIN 1 TF=109.15 INV(IN)=105.65 PROP. "ENT ONLY" SIGN S88'37 32"W EX. TREE E\X.TREE REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20--300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 NO. DA TE DESCRIPTION BY RICHARD P. MARTEL LIC, No. GRAPHIC SCALE 20 0 10 20 40 IN FM 1 hich = 20 it. , , , - ------ Q f r r dr �- S1JRUBSAO BE �CD C ti �0 t r ! r / r � LiGHT VOLE EX.'LIGHT' OLE TO r BE RELOCATED t , oa" E 7 WALL /F TOWN OF SOUTH WINDSOR 860.291-8755 �esi n rofessionals, Inc. ICivil Engineers • Planners ► Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 LEGEND 0 IRON PIN TO BE SET M-, EXISTING UTILITY POLE RI EXISTING CATCH BASIN EXISTING LIGHT POLE PROPOSED LIGHT POLE (SEE DETAIL ON SHEET NO. L1) EXISTING LIGHT FIXTURE (MOUNTED TO OVERHANG) -�- SIGN . QT EXISTING TELEPHONE MANHOLE 330.o0X EXISTING SPOT GRADE --330-- EXISTING CONTOUR rQ]� PROPOSED CONTOUR 330.0o PROPOSED SPOT GRADE ® PROPOSED DUMPSTER ON CONCRETE PAD �V I A� INSTALL UNDERGROUND ROOF LEADER g� SAWCUT & REMOVE EXISTING BITUMINOUS PAVEMENT (AREA TO BE LOAMED AND SEEDED) © EXISTING BITUMINOUS PAVEMENT ® EDGE OF EXISTING BITUMINOUS PAVEMENT E OE PROPOSED BITUMINOUS CURB C. (SEE DETAIL ON SHEET N0. 3) NA 11 20 Q EXISTING PARKING TO BE RESTRIPED 0 G 2004 PROPOSED PARKING '`9q�NA_Ri HC� INSTALL CONCRETE BOLLARDS IU REPLACE EXISTING DRY WELL (SEE DETAIL ON SHEET NO. 3) CLEAN & REPAIR/REPLACE EXISTING DRY WELL AS REQUIRED KQ PROPOSED LIGHT FIXTURE (SEE DETAIL ON SHEET NO. L1) DEPENDENT RESURVEY PREPARED FOR: SHEET IMPOo GRApm PLAN KERIN fir K RIN .LLC 4 DESIGN.• GUS/JS I DRAWN.- ✓S CHECKED.- PRDV60 11530 SU DIVAN AVENUE ✓0e No., 1627 DATE 3-11--2003 X DRAWWG ND.: SERVER/J06S/1627/1627_4.dwv 80= VnMSO 8 CONMICTICUT �a j yGvu+�3l t1 Yci'i w IV..Atl Ydvt� e✓5 tb N /F GAETAN O F. JODI CEPlant List A. _.. AND DOROTHY C. JODICE .. t.,• �; a . •.ry .�7 ^i?'r 7^ r. .�r S�?`"•g' «p ,.• iw'E r :� :•r t^? Y.a K,i. : •.rr�� .?�� 1'Y 1Naiy;ie�;8i . :� "'G'"+h `iB'•:X• . tiJ. ,t �'h.t' snT,ai r•�, •x"' »Xw �, '�.-13;i!'' °'�y�y .Y ,�i•.:' 7u:^' C'�• ] �• '.5.� ::'ffr' _ _ ..,+ .>.'?< o, �O.�Ky'u..»,r .+. S• y •� c ••r,. 'n,., `�,ati ,t r.; F.. �u s+S.#tia... i X..�'.,F -Lam'•.. :y ,r. '`• .�'C�,�?,�9rr �o,{•�e�.�. � � •+ir"!^` � ;3�:���'�"`�, `�tt� ,��.+� ;.ra: +''.`'�'�. .�. �i"i ..,6t.^. 7.�A. %, �i.:` �,, 7' .'^rr, ^"'S,... .,: ••�.. ,;. �,>F� %:r.Ad��t'J.!t! , ..��:,,t�•,F. y<.t.L�'(� �, r.C. {„ ..i. aa. o �;�:�. .•.i,�i.•G� ^ �k d'�CFu! �: . , .�iy., � , ,}i.; . AU Arctostaphyios Uva-ursi Bearberry 15"A spread 9 container 1 ` BW Buxus x microphylia'Winter Green' 'Winter Green' Boxwood 12"-15" height 12 3 cont. 300 HF Hosta'Frances.Wiiliafms' 'Frances WiliiamV Hosta 1 gallon 4 Cont. -- HA Hydrangea arbbrescens'Annabelle' 'Annabelle' Hydrangea 1/'-2'spr. i4=A Cont. S88'37'32"W _ .�. IV$ Ilex verticiliata '.Red Sprite' 'Red Sprite' Winterberry 2'- 2 %' ht. 4 � � Cont. _ -- -- 42. 8--. TO Thuja occldentalis 'higra' Dark American Arborvitae 7'-8' ht. 8 B&B CO "" "" f t3 1 � 1 oe✓ w' � �A I T,,r' 114_71)' Au jAf j epacino varlea refer to plan �. _ ..a• x J d 1 3" Finely 5hedded ! • . ; �� 01 Fine lurk Mulch 00 • N LA r t . •rJo d• EXISTING BUILDING -' Mix of Topeoil, Compt & l+xlet:ine Soii FF=115.68 12" Exleting Oubgrade 1 s . • � A Shrub Plantingi2 Fixture to be McPhilben Outdoor "100 Line" Performance Sconce i x Style: Square Wedge T `,� Square Wedge ,0V MF �e r Color: bronze 4 ter, � � ✓ `Fpr �GYC�wy 70 watt High ]Pressure Sodium N b-e2.u.eevs 7" North buildingwatt: 0) d��wt v� 1 o kk . �; mounting height: o N /F TOWN Off'�.CD M SOUTH WI N D 0R ,.t.r • Forward throw distribution .� --------- 161/0 -,.91, 41.3 cm 22,9 cm Install per Manufacturer's instructions. Sconce M ' _Atr�ti.....r 1s w'6p_A avia s. '.. .. .._w....d .... _e+..... __ ..L•... a �w 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL. ENGINEER/SURVEYOR. fixture shall be Thomas Llghting,inc. GardcoS, style: Form 10 • Pole and Fixture: Dark Bronze 150 watt High Pressure Sodium Single, double -,or quadruple -headed as shown on Plan. Distribution type 11,1I1, or IV as shown on Plan. I.• C t Optional house -side shield where shown. on plan. 4" square aluminum pole, W height. Note: Raise footing to 3'-6" v above ;trade for poles in paved area - Poured Concrete Footing' ' Fixture must be grounded in accordance with local code. Site L i a h tin REVISIONS lip Pole GRAPHIC SCALE 20 0 10 20 40 IN FEET 1 inch = 20 fL hisite, LLC Landscape Architecture 122'B Main Street r Collinsville, Connecticut LANDSCAPE PLAN DESIGN: ' At I DRAWN.• CHECKED.• d08 NO.. 1627 DA TE.• 1.0 1140 1 4 z DRAWING NO.: LEGEND ]STING UTILITY POLE p ISTING CATCH BASIN � LISTING LIGHT POLE tOPOSED DUMPSTER '•wa. b 20 2004 � 0 KERIN & KERIN, LLC Lit MUM WHR1E93IO1R COFdMMIICBIT EE 0 I Plant List AU Arctostaphylos uva-ursi Bearberry 15"-18" spread 8 container BW Buxus x microphyila `Winter Green' 'Winter Green' Boxwood I T-15" height 12 cont. HF Hosta `Frances Williams' 'Frances Williams' Hosta 1 gallon 4 cont. HA Hydrangea arborescens'Annabelle' `Annabelle' Hydrangea 1 1/'-2' spr. 24 cont. IVS Ilex verticillata `Red Sprite' `Red Sprite' Winterberry 2'- 2 W ht. 4 cont. TO Thu}a occidentalis 'nigra' Dark American Arborvitae T-8' ht. 8 B&B Square Wedge ----� -- 161/4" 41.3 cm 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 PROFESSI_..nL ENGINEER/SURVEYOR. NO. DA T'E Spacing varle5 refer to plan Finely 5heddecl Dine Bark Mulch 4ix of Top50II, Comp( : Ex15ting 6011 GxIt?1,1r1[ej Juvyraaic Shrub Planting T 7„ 17.8 cm I 22.9 cm Fixture to be McPhilben Outdoor "100 Line" Performance Sconce Style: Square Wedge Color: Bronze 70 watt High Pressure Sodium North building wall: • mounting height: • Forward throw distribution Install per Manufacturer's instructions. Sconce Ott ial 0 Fixture shall be Thomas Lighting,Inc. Gardco®, style: Force 10 • Pole and fixture: Dark Bronze 150 watt High Pressure Sodium Single-, double -,or quadruple --headed as shown on Plan. Distribution type II, Ili, or IV as shown on Plan. Optional house -side shield where shown on plan. 4" square aluminum pole, 16' height. Note: Raise footing to 3'-6" above grade for poles in paved are& Poured Concrete Footing Fixture must be grounded in accordance with local code. Site. Lighting Pole REVISIONS DESCRIPTION By o w`a I A .�eYvlo�v.T�2�� c�Vt� N/F GAETANO F. JODICE GRAPHIC SCALE 70 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. hisit',, LLC Landscape .Architecture 122 B Mahn. Street Collinsville, Connecticut a ANDSCAPE PLAN DESIGN.- VA 1 DRAWN I CHECKED.• J08 NO.: 1627 DA 7E. 10111,1 e z DRAWING NO.: prvhe,,. e:>e s ,•>v,.� vele,+S4n-o -, B 'Pole - OF )SOR f,?_.4esd dr LEGEND nNG UTILITY POLE flNG CATCH BASIN TING LIGHT POLE DOSED DUMPSTER SHEET KERIN & KERIN, LLC Ll MUM NYIIIYDSOR CONNlEC7CIICU'b' r 1530 SULLRVAN AVENUE SRTE PLAN AFF&OVAL EXRSTRNC ELEVATIIONS OF THE BURLORNC "3EPTEMBEtl 2940 2002 OWNER/APPLICANT: KERIN & KERIN, LLC C/O MARK E. KERIN P.O. BOX 330910 WEST HARTFORD, CT 06133-0910 TEL: (860) 953-6881 1530 SULLIVAN AVENUE SauTH IAIIN-Dsop , CT AM ENTA/EM Mom. A&CH ITECTS y P o C 7' 7- - 7 M, NoF®"ZNOW PX IL Allff wlk . . . . . . . . ....... ...... . MR.. Aft. dui 7 7 Ow , '.!, : iy. GENERAL MATERIAL NOTES: 1. NEW BRICK BETWEEN EXISTING BRICK WALLS TO BE A RED BRICK TO MATCH EXISTING RED COLOR WITHIN EXISTING ADJACENT BRICK WALLS. 2. EIGHT NEW WINDOWS TO HAVE GLASS AND FRAME COLORS TO MATCH EXISTING WINDOWS ON BUILDING. 3. NEW METAL FASCIA AT TOP OF NEW BRICK WALL TO MATCH EXISTING ADJACENT METAL FASCIA. 4. ROOFING BEHIND PROPOSED NEW BRICK WALL IS CURRENTLY A LOW SLOPE ROOF. ROOF PITCH AND TYPE OF MATERIAL TO MATCH EXISTING ROOF PITCH AND ROOFING MATERIAL. liCZ� llliii! SCALE: 3/16"-1 °®O" 1530 SULLRVAN AVENUE AN A SRTE Y-11PP&OVAL ELEVATHON OF THE BUHLORNC °JEPH'EMBEIC 24, 2002 OWNER/APPLICANT: KERIN & KERIN, LLC C/O MARK E. KERIN P.O. BOX 330910 WEST HARTFORD, CT 06133-0910 TEL: (860) 953-6881 AMENTAIVEMMA E ET A,==0'7-'7