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HomeMy WebLinkAbout99-56P_SITE DEVELOPMENT PLAN FOR CUSSON AUTOMOTIVE, INC._MASCOLO ROADSITE DEVELOPMENT PLAN PROPERTY OWNER MARTHA ANN 60 HERITAGE HAMBURG, NJ FREEMAN LANE 07419 297. Trael-Im 110 U :)UIN /AU I UIVI I IVL9 11N 29 MAS UULU ROAD SOUTH WINDSOR, CC)NNECTICUT AUGUST, 5 s LOCATION MAP (NOT TO SCALE) APPLICANT CUSSON ENTERPRISES, L.L.C. 49 MASCOLO ROAD SOUTH WINDSOR, CT., 06074 TELEPHONE (860) 289-2389 1999 1 - 2 - 3 - 4 5A- 513- 6 - 7 - � d A,c � i;'"� :4� t �•3 � ,� t .ram � t •''' � � �..r `�\`°nw SHEET INDEX TITLE SHEET EXISTING CONDITIONS GENERAL LOCATION PLAN PLOT PLAN TOPOGRAPHIC SITE DEVELOPMENT PLAN r20--SCALE] TOPOGRAPHIC SITE DEVELOPMENT PLAN wl0--SCALE] CONSTRUCTION DETAILS EROSION & SEDIMENT CONTROL REQUIREMENTS �( 1 " \ ' COPYRIGHT © 1999 MESSIER & ASSOCIATES, INC. SURVEYORS - ENGINEERS THESE DRAMNGS ARF THE PROPERTY OF THE ENGINEER; ! SURVEYOR AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER FOR THIS PRO✓ECT AT THIS SITE, AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRI77EN CONSENT OF THE ENGINEER; :$ SURVEYOR. NO DECLARAT/ON /S EXPRESSED OR /AfPL/ED UNLESS THIS PLAN B541?S THE EMBOSSED SEAL OF THE LAND SURVEYOR AND/OR PROFESSIONAL ENGINEER WHOSE SIGNATURE APP54RS HEREON. RECEIVED NOV 2319" 1 um MESS,TER & ASSOCIATES, Inc. `.SURVEYORS - ENGINEERS 288 MAIN STREET MAR CHEST ER, CT. (860) 646-6013 F'UTNAM CT. (860) 928-1171 PLANNING - SURVEY REVISION DATE 1 09-02-5,9 2 09-14-5 9 3 09-16-5 9 4 11-03-� 9 5 11-19-f 9 - DES' )i•J - CONSTRUCTION PROJ. No. 99-111 PLAN No. 99•-077 L E V A 7 l\J RAYMOND J. LEBLANC ARCHITECT 1406 MAIN STREET EAST HA137FORD,CONNECTICUT 06108 . ........ - ----- IT 4 44 A I A 31- 71!!�IP5 T-1144 y, 1 -1 � �caL�mht?,l�"� �� ! { i� - �:x1�"ZC(3.� �R,1�1�. I =L4Z -• --- ---- ---- ---- -0 tf VA 71 C) KI -RAYMOND J. LEBLA, NC ARCHITECT 5 T 1406 MAIN STREME-11* EAST HARTFO R D, CON NECTICUT 06108 ll�WiWwm �li�l�l�! J 'tea J- 4NM 11 =59 94 /N j j INK INK=59.79 /N sll INK=59.75 OUi �11 c� 11 N/F HARVEY W. & RO.SEMAR/E LEVAC/( ASSESSORS MAP 46 LOT 35 49 MASCOL O ROAD Vo% 245 / Pq. 218 I SOUTH XINDSOR LAND RECORDS REOZ-1VE22 FOR RECOROINO..- TOWN CLERK DATE Tllwz- FIFff- ►. APPROVED BY THE SOUTH WINOSOR PZA NI/INO AND ZONING COMM/SS/ON.• 0MIRYWAN W-IFIA TO THE BEST OF A/Y MOKhWE AND BELIEF THIS AAO IS SUBSTANTIALLY CORRF07 A5' NOTED HEREON hND THIS SA YRkEY AND A IIA.S BEEJV PREPARED IN ACCORMNCE !WITH SECTIONS 20--T009--1 TIIRI/ 20-JO09-20 OF INE REGULATIONS OF CONNFCTICUT STATE AGENCIES - I&NA(MV STANDARDS FOR SURkE?'S AND MAPS IN THE STATE OF CONNECAMIr A5' ENOORSEO BY THE CONNECTICUT ASSOCIATION OF LAND SURWYORS, INC. IT IS AN IMPRMTMENT L00477ON-PROPOSED PLAN B4SE0 ON A OEPMOENT RESURWY CONFORMING TO HORIZONTAL ACCURACY CLASS A 2 YER770W ACCURACY CLASS T--2. (SEE NOTES HEREON% 08 99 a47F 12056 LICENSE NUMBER • N/F .S 7f' YEN & ARNE DALENE ASSESSORS MAP 46 LOT 33 29 c/OHN F/TCH BOULEVARO Vol. 567 / Pq. 411 N 65'-30'-59" W L f_ GFN9 --~ �e rmy cre sine 06, i J /l/Tii4 UTH//V MANHOLE 1TF�- - Vr CATCH BASIN Tr = 6, N/F McOONALOS CORRORAT/ON ASSESSORS MAP 46 LOT 26 769 d011N F/TCH BOULEVRD Vol. 496 / Pg. J85 THE LOCATIONS OF THE EXISTING UNDERGROUND UT/L/T/ES SHOWN ON THIS PLAN ARE BASED ON PHYSICAL EVIDENCE OBTAINED IN THE FIELD AND AVAILABLE MAPPING 8Y OTHERS. ALL SUCH LOCATIONS ARE APPROXIMATE OyNL Y AND THE INFORMATION SHOWN MAY 8E INCORRECT OR INCOMPLETE. ALL EXISTING CONDITIONS SHALL 8E CONFIRMED 8Y THE EXCAVATOR IN THE FIELD PRIOR TO BEGINNING ANY WORK. THE EXCAVATOR SHALL NOTIFY THE CONNECTICUT 'CALL BEFORE —YOU —DIG" PROGRAM AT 1--800-922-4455 AT LEAST 48 HRS. PRIOR TO BEGINNING ANY EXCAVATION FOR MARK —OUT OF THE LOCATION OF ALL EXISTING UTILITIES 8Y THE- RESPECTIVE UTILITY COMPANIES. • EXISTING IRON PIN OR PIPE O PROPERTY CORNER --- 400--- EXISTING CONTOUR 67.1 EXISTING SPOT GRADE UTILITY POLE TREE ZONE- /NDUSTR/AL COPYRIGHT © 1999 MESSIER & ASSOC447ES, INC. SUAWYORS - ENGINEERS THESE DRAWINGS ARE THE PROPERTY OF THE £NG1NEER/ SURVEYOR ANO HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER FOR THIS PRGUECT AT THIS SITE, AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, LOC4T/01V OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER/ SURVEYOR. NO DECLARATION IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE EMBOSSED SE4L OF THE LAND SURVEYOR AND/OR PROFESSIONAL ENG/NEER WHOSE SIGNATURE APPEARS HEREON. A109/L O/L CORRORAT/ON ASSESSORS MAP 46 Z07,25 779 ./OHN F/TCH BOULEVARD Vol. 819 / Rq. 164 PRORER�'Y OWNEf?- MARTHA ANN FREEMAN 60 9fR-1 rAGE LANE HAMBURt ; Al 07419 APPL/CA//T.- CUSSON AUTOMOT/VEE INC. 49 MASC'OL O ROAD SOUTH iVINOS019 CT. 06074 TELEPHGNE (860) 289 2389 GRAPHIC SCALE 0 40 80 20 60 MESSIER & ASSOCIATES, Inc. SURVEYORS - ENGINEERS PUTNAM, CT. (860) 928-1171 MANCHESTER, CT. (860) 646-6013 I PLANNING - SURVEY - DESIGN - CONSTRUCTION 1 EXISTING CONDITIONS PREPARED FOR.• CUSSON A UTOHOTIVE, INC. 29 /LIASCOL O ROAD SOUTH 0YINOSOR, CONNECT -CUT 1 09-02-99 RENU�l1BER SHEET,• ADD EXISTING , DRIVEWAYS & GAS LINE FILE = 99-077,9WGj La47£ ; OB 99 SC&T : I =20 Fl. DESIGN.- OAS O,e4XN : DAS CHECK : RRY SHEET 2 OF 7 PRGi/ECT No. 99-111 PLAN No. 99-077 ASSESSORS MAP 46 / LOT 4 PROPERTY.• 191 41EWRERRY Raw OWNER.• ✓OWN A MCOON&O MAILING.• 191 NEWBERRY ~ S0401V WINOSOR, CT 06074 ASSESSORS MAP 46 / LOT 3 PROPERTY 179 NEW9E7?RY AtW OiOVER.• MICHELE M. krRY M.4/UN0• 179 NEWBERRY RtW SOUTH W/NOSOR, CT 06074 ASSESSORS MAP 46 / LOT 2 PROPERTY 167 NE I&RRY ~ OWNER • MARLENE CENSKI & ARWr ✓. SURV AWZJNiG.• 167 NEWBERRY RaW SOUTH 0MOSOR, CT 06074 ASSESSORS &4P 45 / LOT 8 PROPE?7Y 906 MVN STREET OWNER- ANNE SURSER AWIJNG.• 906 MAIN STREET SOUTH W/NOSOR, CT 06074 ASSESSORS M4P 45 / LOT 9 PROPERLY 894 MAIN STREET OWNER.• H4ROL0 M. NEWBERRY, ✓R. MAILING.• 894 AWN S77?EET P.O. BOX V A SOUTH WINDSOR, CT 06074 ASSESSORS MAP 46 / LOT 24 PROPER7Y.• 105 NUTMEG ROAD OWNER.• CAPEWELL COMPONENTS COMPANY AUIIUNG.• 48 NOOKSH/LL ROAD CROA1,WELL, CT 06416 ASSESSORS M4P 446,1 LOT 13 PROPERTY 785 10HN RTCH BLW (ROU)E 5% OWNER.- ABRA,,Vo / KEMPINSKI AWIJNG.• 133 NINOSH/RE ORNE SOUTH MIN, CT 05074 ASSESSORS MAP 46,1 LOT 25 PROPERLY: 779 ✓OHN F/TCH BLW OWNER.• MOBIZ 01Z CORPORATION ,4VlJN49• P.O. BOX 290 a4U,4S, 7X 75221 ASSESSORS MAP 45 / LOT 26 PROPER7, 799 10hW fTICH 91.W OWNER.• MCDONALDS CORPORATION A,G4/UNG.• $90 WES7WOOD M4 02090 ASSESSORS MAP 46 / LOT 33 PROPERTY 29 ✓OWN RAW BLW OWNER.- aV"E & 9)ZWN ARNE MAILING.• 45 NUTMEG ROAD SO&W WINOSOR, CT 06074 ASSESSORS MAP 46 / LOT 11 PROPERTY 797 ✓OHN /ITCH BLW OWNER.• fZORENCE DUPREY MAILING.• AN S4N0S70NE OR. SOUTH WINDSOR, CT 06074 ASSESSORS M4P 46 / LOT 6 PROPERTY 211 NEf'BE?RY RQAD 010VER.• EDWARD A & O"Z- M. DUCoWW AWUNG.• 20 ALLEN DRAY£ EAST WIMOSOR, CT 06088 ASSESSORS MAP 46 / LOT 5 PROPERLY J NEWBERRY ~ OWNER.• EOWARD A & O"E 41 DUCI Wff` MAILING.• 400 GREEWkEN RO PAWC47,V0 , CT 06379 ASSESSORS M4P 46,1 LOT 34 PROPERTY 29 &4SCOLO ROAD OWNER- M40?7IY4 ANN FREEMAN 4W,UN0• 50 HERITAGE LANE HWWRO, N✓ 074>9 ASSESSORS MAP 45,1 LOT 35 PROPERTY.• 49 Al4S'=0 ~ OWNER.• HARv£Y X LEiACK & ROSEWO?1F SURD MA/UNG- 452 MVN STREET SOUTH WINOSOR, CT 05074 ASSESSORS MAP 46 / LOT 36 PROPERTY 55 &4SCOL0 ROAD OWNER• SIXTY RW &4SCOLO ~ CORPOR477ON A,64/UN49• 359 96lRNI,04M STREET EAST HAR7FORD, CT 06108 ASSESSORS #AP 45 / LOT 37 PROPERTY.• 68 MASCOLO RCt40 OWNER.• R/CHARD H. CYR & S4NORA Sl1W &V,UNG.• 68 MASCOLO Raw SOUTH NIMOSOR, CT 06074 ASSESSORS M4P 46 / LOT 38 PROPERLY.• 56 NASCOLO Raw 0,WNE7?• &4SCOLO ~,, LLC MVZJNG.• 691 ✓OHN R70,Y BLW SOUTH WINOSOR, Or 06074 ASSESSORS MAP 46 / LOT 12 PROPERTY 36 40SCOLO Raw OWNER- AW GYSIN 4W,UNG.• 1312 &40''/E7TA COUNTRY CLUB OR. KENNES W ,, G4 30152 ASSESSORS MV 45 / LOT 10 PROPERLY 61 AWN S77E67 OWNER.• /IF S160CAR0 00 MA/UNG.• P.O. BOX 415 EAST WINDSOR,, CT 09028 ASSESSORS &4P 46 / LOT 10 PROPERTY.• 825 ✓OHN fITCH &kV.. OWNER- SRALRE, LLC 4W ,LING.• 825 ✓OHN FILCH BLYO. SOUTH NIMOSOR, CT 06074 ASSESSORS MAP 46,1 LOT 27 PROPEWY.• 735 ✓OWN f77W BLW OWNE7?• ALFONSO ✓. & SVIRLEY L. PASSE?I AWUNG.• 194 BREAWORE RO EAST H4RTFORO, CT 06118 ASSESSORS MAP 46,1 LOT 28 PROPERTY 729 ✓OHN fLTCH BLYO. OWNER.• NICHOLAS & ASSUNU YTNCENZO A64/UNG.• Y90 FELT RaW SO&W NIMOSOR, CT 06074 ASSESSORS MAP 46 / LOT 29 PROPERLY.• 713 ✓OWN f7T0,Y &W.. OWNER.• 10SEPH K/ZIS MAILING.• 349 LONG HILL RaW SOUTH W/NOSOR, CT 06074 ASSESSORS MAP 46 / LOT 14 PROPERLY 1 SOUTH .SATELLITE RQAD OWNER• FRANK G. & MARA NERI AWZJNG.• 17 AWR✓ORIF CIRCLE YERNON, CT 06066 ASSESSORS MAP 47,1 LOT 123 PROPERTY.• 3 N&W09 AVW OWNERMG RE&7Y UNITED PARTNERSHIP MV,UNG.• 61 SOUTH MAIN ST. SUITE 211, SOUTH WIMOSOR, CT 06074 ASSESSORS MAP 46 / LOT 23 PROPEWr 65 NUTMEG RaW OWNER.• MM RE&7Y CORPOR477ON A6VZJNG.• 512 LAMBS A;aW PITMAN, N✓ OeO71 I SOUTH fIND,S'OR LAND RECORDS I RECE/1/ED FOR RZ-00ROINO..- TOWN CLERK DATE 711,1E MAP No. APPROt/E,O BY THE SOUTH WIN,050R PLA/I VINO AND ZONING COMW155/ON.• ChAINYAN Lhq /C 70 THE BEST OF MY KNOWLEDGE' AND BELIEF' 7HIS AW IS SUBSTANTIALLY CORRECT AS N07F0 HEREON AND 7h'IS SURVEY AND AGW HAS BEEV PREPARED IN 4CV0RLi4NCE #77H SECTIONS 20-3008-1 THRU 20-3O09-20 OF THE REGULATIONS Of' CONNEOMWT STATE AGENCIES - 211N/MUM STANLL4ROS FOW SURVEvS AND YAPS IN 7h/E STA7F OF 6DNNE0770UT" AS ENDORSED BY THE CONNECTICUT ASS0014770N OF LAND SURY£YORS, INC. ITIS A COMPILATION PLAN - CONFORMING TO HORIZONTAL ACC^UR40Y CLASS O SURY£Y. 12056 R /9)V47Z1RE D47F LICENSE M111WER ZONING' INFORMATl®N .ZONE.• /NDU57R- 1AL /TEY REOUIRE�IIE/VT EXISTING Pfi'OPOSED LOTARE4 20,000 SO. fT. MI/!/. 4w375 SQ. fT. LOT FRONTAGE 100 fT. MIN. 248.25 )CT LOT DEPTH 150 fT. MIN. 151.4 fT. S7RZ1077/RE HEIGHT 2 S70RIES 40 AT. 24 fT. LOT COIiERAGE 50X MAX. 2J 1X INPERMOUS 00WR4GE 65X AW.. 75.OX* FRONT YARD 35 /7 MIN. 81.5 fT. S/OE YARD (EACH% >O fT. MIN. 20.3 AT REAR YARD 25 fT. MIN. 11.5 fT. * PARKING THE LARGE? OF 1 SPACE PER 700 S0U.4R£ fFEI OF GROSS fZOOR AREA OR 2/3 OF EMPLOYEES FOR THE LARGEST SHIfT FOR THE PROPOSED USE 10,292 S.F./700=15 SPACES OR 2/3 X 12 EMPLOYEES-8 SPA6ZY 21 CAR SPACES 9' W. X 18' L., INCLUDING I 1",0104P t0AN- ACCESSIBLE SPACE 6 7RUCK SPACES 9' M. X 25' L. 6 MOTOR HOME SPACES 10' W. X 30' L. * A 04TIo NCE FOR 77IESE 17EMS WAS GRANIFD 8Y THE SOUTH WINOSOR ZONING BQARO OF APPEALS ON AUGUST 5, 1999 - SEE "GENERAL NOTES" ON THIS SHEET FOR DETAILS. SCALE.• 1 200 A lv GRAPHIC SCALE � m 200 600 MESSIER & ASSOCIATES, Inc. SURVEYORS - ENGINEERS MANCHESTER, CT. (860) 646-6013 PUTNAM, CT. (860) 928-1171 PLANNING - SURVEY - DESIGN - CONSTRUCTION COPYRIGHT © 1999 GENERAL LOCATION PLAN MESSIER do ASSOCIATES INC. PREPARED FOR.• SURVEYORS - ENGINEERS THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER/ SURVEYOR AND HAKE" BEEN PREPARED SPEC/F/AND FOR CU�S.S'ON AUTOMOTIVE, INC. THE OWNER FOR THIS PROJECT AT THIS S/TE, AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, LOCAT/ON, OR OWNER W/TROUT WR/7TEN CONSENT OF THE ENGINEER/ SURVEYOR. 29 MASCOL O ROAD NO OECLAR47ION /S EXPRESSED OR IMPL/ELU UNLESS THIS , / /� p PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR SOUTH kVINOSO/T, CO/1 /NECT/CUT AND/OR PROFESS/OVAL ENGINEER WHOSE SIGNATURE APPEARS HEREON. PROPERTY 091NZ -R. - A MR771A ANN FREEMAN 60 HERITAGE LANE f 0&9VRO,, Nul 07419 APPLICANT.• CUSSON ENTERPRISES, L.L. C. 49 AIASCOLO ROAD SO&W WINOSOR.. CT 06074 TELE PHONE (860) 289 2389 i vs—vim—,x � art �r,�r srrtt i ivv.; .�uu urrAiruRvt arc ZONING DATA BLOCK FILE = 99-077-10MO) agTE' ; 08 99 _ AS NOTED DESIGN : DAS _ F,OR4WN : OAS _ CHECK : RRM SHEET 3 OF 7 PR. C4/ECT No. 99- III PLAN No. 9S-077 CATCH B4S/N �i CATCH BASIN rr4 ORIWWAY OR/�EWAY MANHOLE — �`- ,_j S15P EX...._ /STING � ---- "_ _ _ — "' .r.-�• It It C4TCH 845'IN CL&P TELEPHONE 1204 BOX�1 _ t :;./-1 - EXIST/NG3/4" l 3" JUN/PER — �---"---------_ -"' - 8� OR MNr/v I CONCRETE CURB v Iti PAtt4XL/,!/ S/ZE II' tt 24 S=4RE FEET 2-9 ►t O EX/STING ti LOCUSTS 1t C4TCfI Q4S/N 7 FOOT HE/GHT 0 J" JUN/PER VASCL O �I� O �Ia it nh I 11 EXISTING pO.SEQ EXISTING EDGE OF PRO 37 S L/GHT POLE 0,4145 -NT/ CURB CUr XATE� S 7 4 248. _ XI CURB L/NE GATE I 248'25 PK/�l14 N/F IIARVEY W.� ROSEIl�1AR/E LEl/ACK ASSESSORS MAP 46 LOT 35 49 MASCOL O ROAD Vol. 245 / Pg. 218 SOUTH WINDSOR LAND RECORDS RECE/liEO FOR RECORD/NG.• TOXIN CLERK 0,47F TrLfE /LEAP No. APPIROVED BY THE TOWN OF SOUTH WINOSOQ PLANNING AND ZONING COMM/SS/ON.• 011AIRVfAN DATE A0 THE BE;S'T OF MY KNOfYLEWE AND BEZIEF THIS MAP /S S419STANIl4LLY CORRECT AS NOTED HEREON AND THIS SURWY AND AMP filAS' BEEN PREPARED IN ACC'ORaWCE iYI77i/ SE077ONS 20-"W-1 7HRU 20-"9-20 OF THE REGULAAO1NS OF CONNECT/CUT STATE AGENCIES - "MIN/MUM STANLI4ROS FOR SURkVS ANO U4PS IN THE STATE OF CoNNECT/CUT" AS EWORSED BY THE CONNEOW4T A5SO014770N OF LAND SURYE MRS, INC. /T IS AN IMPROVEMENT LOC4MON-PROPOSED PLAN BASED aV A DEPENDENT RES'UAW Y COMCORM/NG 70 HORIZONTAL ACCURACY CLASS A 2 c� VFR77C4L ACCURACY CLASS T--2. (SEE NOTES' 10040N) 8 99 12056 a47F LICENSE NUM50F CL&P 21019 18" HONEY LOCUST Z N � o �Cn 4 CA (1 20sf' M P,gRK/NG Z SPiCEB STO,1FM WATER DETENTION R4S/N MiV/�ipFTlc- C//�P.9 "'O' i s SPCA_ I� PRlOPOSE70 CURB Will IO' (T✓Pi — CGYI/CRETE _ 35' eY-----�" I =h N/F AIART/IA ANN FREEMAN — ASSESSORS MAP 4v' LOT 34 29 "ASCOL 0 )FIQUO LOT AREA = 1. 01" Ac. 44; 37._f• S.F. PROPOSED I DUMPSTER PAO/ I {fr/T/T ENCLOSURE O.H. O.H. O.H. O.H. DOOR DOOR DOOR DOOR i PERVI OSOONEL / 1� .' / i OR O.H. I O.H. O.H. / ODOR , DOOR DOOR t t PERSONNEL..... r . . DOOR PROPOS.L�Il �IIlJITlON I PROPOSED BITUMINOUS CONCRE7F I PARKING AREA' I I — I re �4R PAR�i'/NG i 1XZ.SF11V= / 0/VL=' .STORY RRIC.r ' ' ffU1LU11VG' IWISHED FLOOR PERSONNEL / DOOR \ N/F STEVEN ARNE DALENE ASSESSORS MAP 46 LOT 33 29 a011N F/TChl BOULEVARD VoI. 567 / Pg 411 ZONING INI'ORHATION ZONE.• INN/ 1STR/AL /TEA-1 f Z-0111REA-IENT EXISTING Pf�OPOSEO LOT AREA 20, 000 SO. FT. M/N. 44,J75 SO. IT LOT FRONTAGE 100 CT. MIN. 24825 FT. LOT DEP77I 150 Frr M/N. 151.4 fT. S7RUC7URE fIE7GHT 2 STOR/ES' 40 "Cr 24 FT. LOT COP R4GE 50A' MA.1: 2J IX IMPEWOUS C}OWM0f 65A' MU 7.5.'O�'x FRONT YARD J5,oC7 MIN. 181.5A7 S/DE YARD (EACH% 10 FT. M/N. 20.3 Fl REAR YARD 25 FT. M/N. 11.5 fr* PARK/NG THE LAROER OF 1 SPACE PER 700 S49U4,?h_ FEET OF OAVS'S ROIOR AREA OR 2/3 OF EMPLOYFES FOR 7151E L4W&- 7 SH/FT FOR THE PROPOSED USE' 10,,262 S.Fr/700=15 SPACES OR 2/.3 X 12 ORSPAC 21 C4R SPACES 9' fY. X 18' 4, INCLUDING 1 1iW,01C4P VAN- ACCES'SYBLE SPACE 6 TRUCK SPACES 9' , W .Y 25' L. 6 MOTOR HOME SPACES 10' !Y. X JO' L. �► A VARIANCE FOR THESE 17EVS fYAS GR4NIF0 BY THE SOUTH KMOSOR ZONING B04RO OF APPEALS ON AUGUST 5, 1999 - SEE "GENERAL NOTES" ON )711S SHEET' FOR DETAILS. EZEYA770N = 68..08 25' R. Y. s<. EXISTING EDGE OF P4010NT 4 1n1' C3; v I c0 1,1 C>) o 14" TREE PROPOSED VAN ACCESS/BLc' �9117INNOUS IN PARK/NG AREA CONCRETE CURB EXISTING EDGE OF PAWN,-NT CURB L/NL EX/STING BOR VE`YAYS EXIST1NO /GHT POLE I .`�� EXISTING -4 SPACE'S'— CHA/N—LINK PARK/N FENCE ,, ..a ,R�.. . t - _ ` �`� • BUS 1 1/4" 16" TREE 275.50' • _ O N 65r-30'-59" W EXISTING L/GHT ROZE DUMPSTER ENCLOSURE N/F MCOONALOS CORPORAT/ON ASSESSORS MAP 46 L OT 26 769 d0h1N F76`11 BOULEVARD Vol. 436 / Pa. J85 / r—i--r—'A / n • EXISTING IRON PIN OR PIPE O PROPERTY CORNER UTILI;'-Y POLE TREE ZONE /NOUSTR/AL COPYRIGHT 0 1999 MESS/ER & A55SOC147ES, INC. SURYFYORS - ENGINEERS THESE DR4YAN05 ARE THE PROPERTY OF THE ENGINEER/ SURVEYOR AND HAKE BEEN PREPARED SPECIFICALLY FOR THE OWNER FOR THIS PROUECT AT THIS SITE, AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER/ SURVEYOR. NO DECLARATION IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BFtRS THE EMBOSSED SEAL OF THE LAND SURVEYOR AND/OR PROFESSIONAL ENGINEER' WHOSE SIGNATURE APPEARS HEREON, N/F A109/L O/L 001'?R0RAT/ON ASSESSORS MAP 46 L OT 25 779 d011N F/TCH BOULEVARD 1/0% 819 / Pg. 164 ` 0_vf oleSouth V&U&ot 1540 SULIJVAN AVENUE • SOUTH WINDSOR, CT 06074-2786 4��sonco�� AREA CODE 860/644.2511 FAX 860/644-3781 CERTIFIED MAIL September 21, 1999 Mr. Donald Cusson 49 Mascolo Road South Windsor, CT 06074 Dear Mr. Cusson: Re: Appl 99-56P, Cusson Automotive Site Plan We are pleased to advise y Du that the Planning & Zoning Commission voted on September 14, 1999 to approve with modification the above referenced application for a Site Plan of Development. This approval is for the co tstruction of an addition to an industrial building on property located at 29 Mascolo Rd., I zone as shown on plans prepared by Messier Associates, Job No. 99-111, dated 9/14/99 as revised. This approval is: ubject to the following modifications: 1. PI10r E0 comincilcumm t Uf any Jtte WUrk, a llleeting lul L be livid ivies 1- .chaff. 2. No building permit wil I be issued until the final mylazs have been filed in the Town Clerk's office. 3. An as -built plan is regi ired prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 4. Footing drains are required if the building has a basement. 5. Landscape bond in the amount of $1,000 is required and must be submitted prior to filing of mylazs. 6. All plans used in the fied by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. The size of the freestat.ding sign cannot exceed 24 square feet, 7 feet in height. 8. Applicant must return o ADRC to address the lighting and building color. 9. Engineering comment if 9/14/99 must be addressed to the Town Engineer's satisfaction. 10, Only one sign allowed 1n the building. Black and white transpareri. mylazs of Sheet #4 with the above modifications, together with three blueprint copies of the entire set of I Tans must be submitted to this Commission within 30 days to be stamped and signed. After the mylazs have beer signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After fili 1g these plans, a copy of the receipt must be submitted to the Planning Dep& uu`cnt. Sincerely, Sue W. Larsen, Chairperson Planning and Zoning Commission cc: Town Engineer Chief Building Offic'31 Assessor Superintendent of Po dution Control Fire Marshal G�RA1.. NOTES REFERE7V0E /S MADE TO A A41P LJVMIZO "SUBOMS/ON &4P OF A64SCOLA PROPEWr,, MASC4L0 RY M SOUTH MNOSOR, CONN., PLOT PLAN, SCALE > -40,' a47E' 4-15-70, 1WE NO. 7007 .418, SHEET NO. 1 OF 4 KENNE7H R. A5000 & ASS0014 S; ,Y6 O'LEARY ORAL AgWIIESTER, CONN., AIFAIN H R, 6l01/D, L.S. " PROPERTY /S SUB✓ECT 70 EASEXfWS, COWNW1S AND RES'7RICAONS AS OF Rh ClORO 711EY AGlY APPEAR. 7HIS PROPERTY /S Z0C47F0 OU73YDE OF THE 1010 YEAR FLOOD I/s1ZAR0 ZONE AS S110#N ON .RRM COMMUNITY -PANEL ,¢'0.9OO-T6 00074 DrFEC77YF a47C: &4Y 111980 77LERE ARE NO INLAND WE& 4N0.5' OR NA7FArOURSES ON 7N/S PROPERTY AS' S110WN ON 7151E 00,AnOWL INLAND' f VUMOS AND 104M COURSES 40,C` FOR THE 7tOWN OF 5011711 fYNNOSOR, '984 ON AUGUST 5, 1999, THE SCEY !N/NDSOR ZONING 9a4AV OF APPEALS CR ItLl Tr/E FrruONM APPT ; 91 S A%V,0 {YARLM%1%CZY FOR /NL; USE (JF /WZ- PROPERTY !/ARMOF OF 14 A-ZAT FOR A54R YARD SETB4CK (II FFET Vs. 25 FEE.r RED!//RED%• (2� A VARIANCE OF 12.2,1 FOR M44IMUM IMPERVIOUS COWR40E (77.2,8' As. 6M7r) (J,) USE FOR A LICENSED GENERAL .4070* Mf- REPAIR FACILITY r0,C RAPHY IS ANOW AWW SUfr WY PERFORMED BY A1ESYYE F & ASSOD',W7F5; INC EZEN ONS ARE B43E0 6W NOW 29r PROPERTY Ol�YNEf�• MARPIA ANN FREEMAN 60 HER/TALE LAIV/E IIAMBURO N/ 07419 APPL/CANT.• CUSSON ENTERPRISES, L. L. C. 4,9 MASCOL O ROAD SOUTH HINOSOR, CT 06074 TELEPHONE ('960) 289 2389 GRAPHIC SCALE 0 40 80 20 60 FEET) MESSIER & ASSOCIATES, Inc. ` SURVEYORS - ENGINEERS PUTNAM, CT. (860) 928-1171 MANCHESTER, CT. (860) 646-6013 PLANNING - SURVEY - DESIGN - CONSTRUCTION PLOT PLAN PREPARED FOR.• CUS.SOW A UTOHOTIVE INC. 29 A1145COZ O ROAD SOUTH !'Y/NOSOR, CONNECT/CUT REV. 0/1TE DESCRIPTION 1 09-62-99 REVISE SHEET NO. • ADD ZONING INFO• ADD 01&ENSIGNS hT0.. TO PG4N 2 09- /4-99 RhWSED DETENTION ROSIN & PARKING 3 11-e �J--99 REWSE S/GN NOTE,• ADD TO#N' APPROIIAL LETTER (COMP. F/LE = 99-077-2,0010) a4)F ; OB 99 SCALE : 1 � 20 /7: DESIGN : RFN ' 0RANV : OAS ` CHECK : RFN SHEET ¢ OF 7 PRalECT No. 99-111 PLAN No. 99-077 Type "C-L" top and grate 0'-8 5/16' -4'-6 3/8' f r '-6 13/16' SEPTIC SYSTL"A/ REPAIR DESIGN INFORAII 4)70N 13/16' 10 13/16 - 3'-I 3/4' ELEV. WASTEWATER FLOW: 12 EMPLOYEES X 25 GPD/EMPLOYEE = 3OO GPD STANDARD PRECAST CONCRETE UNIT WASMWATFR APPLICAAON RATE PER TABLE 8 OF THE "CONNECT/CUT PUBLIC HEALTH CODE 11-6 REGULAADNS AND TECHN/CAL S7ANQ4ROS FOR SUBSURFACE SEW46F D/SPOS,& SYSTEMS" 28, FOR 1-10 M/NU7&'.T111N0# PERCOLATION = 1.5 GPD/S.F• OF EFAF07 /E LEACH1NO AREA. I toc--4 - :nn n,un /e c ^Ann /�• c - Inn e• c I Lr/LC.//YL tcf►�nary �•urc� /rcw✓iircn = ✓✓v vi �/ /.✓ v/-u/ �.r. � 'cw a./. VARIES PROPOSED LEACH/NG SYSTEM s .34 L.F. OF 12 /NCH DEEP X 4 fT W70E CONCRETE 8' DIA. ORIFICE 15' DIAMETER OUTLET ELEV, ELEV, PIPE TO EXISTING LEACH/NG G4LLER/ES SURROUNDED BY 1 FOOOT W 07H OF 1-INCH STONE, PROMMING .74 LJAI I' 63.50 63.50 CATCH BASIN IN L.F. X 5.9 S.F./L.F• OF EXCAYA7ED 7REN01-1 = 200.6 S•F• EfFECT/YF ARE. Acrm n RnA MODIFIED RIP RAP PAD- ELEV. Class "A" 163.27 [Ind4'-0• o� Concrete I 1-0' 3'-0• - FRONT SIDE CIRCULAR FASTENERS TO BE SPOT WELDED AS DEPICTED 4H 1V 4" M/N/MUM DEPTH SOIL TEST Q4i.4 SLOPE OF TOPSOIL W1711 - all, GRASS SURFACE (7Y10.) ,,L DEEP HOLE OBSERYA7701 / TEST PITS PL UNGE POOL AT B07TOM 7ES'T P/T ,dr + +�I. NUMBER SOIL PROFILE LELXE MOTTLING GROUNOTE/ fYAP 0000o00000o0000,000000.000000000.. 000000 / . .:..:...::. ; ::.::..•<..... .::... .. 0-_LAYER'S » » » » 18" DEPTH OF GEOTEXT/LE 1 0 -4 GRASS ctr TOPSOIL ------ 37 72 /NTERMED/ATE R/PRAP • . • A •• ' -- 6" DEPTH OF 4 =23" LIGHT BROWN MEDIUM L04MY SAND R4N1e' R///V _12,9,4 UEL STORA/1 HAI 7E'R RfTENT/ON 23 =58" COMPACT ORANGE BROWN F/NE SANDY LQAM ARLA4 CROSS SECT/ON 58 _91 Al COMPACT BROWN GRAY MEDIUM S41 rI, (NOT TO SO4W CQARSER AT BOTTOM OF P/T ROOTS TO 42 , SCATTERED TO 54" 2 O "•-5" GRASS & TOPSOIL ------ 34" 89" NOTES: AND ANCHOR BOLTED INT❑ FRONT OF STRUCTURE WITH 68 _ STORM OR41N ----� - 5 -20" LIGHT BRI�WN TO DARKER BROWN 1. ALL EXTERIOR WALLS CATCH '' BASIN WILL BE FACED,, MINIMUM 1/2X3STAINLESS STEEL BOLTS PAINTED I MANHOLE •_ _----""'- ._-• AND GROUTED WITH CEMENT. i _�`_ Z--t�d3i- MED/UM LLkMY SAND 2. LADDER RUNGS SHALL BE PRO- 1 VIDED IN CATCH BASIN WHERE _, _ �� 9/7 --5S" /'nA/Pd/'T QPI)WAI P7A7r HEIGHT OF STRUCTURE EXCEEDS _ _ 8 FEET. -Type "C-L" Top R6P' .-- `�\ +} 3. IN SANDY SOILS APPLY DAMP- with Type "A" grate •�M/DY LGL4M PROOFING ON ALL FOUR WALLS. _ _ 4. RED BRICK NOT TO BE USED. �'- - - +} EXISTING GA -�'�`J _� +} 55"-90" COMPACT BROWN GRAY MED/UM .�411 D, 5. WHERE PRECAST CONCRETE UNIT __�-�- _ _ �� ` }+ 004RSER AT BOTTOM OF P/T IS USED FOR SUMP THE TOP OF CATCH 84S/N `� }+ } } TELEPHONE THE UNIT SHALL BE AT LEAST I - _ 11 T.F.=67.02 2OP `\ BOX+ ROOTS TO 28" 6" BELOW THE BOTTOM OF THE L- OR/I/E`i/,QY - ~-�' I III /N!!=63 15 IN (E) ,} PIPE OUTLET FROM THE CATCH ��I �11 /M!=62.57 /N (.S) }1 BASIN. - __'' :1 t /NV=64.05 /N (V-- " 6. WHERE MASONARY CONCRETE UNITS 1/2° SMOOTH STEEL BARS -� I II/NI!=62.60 OUT (P) I EXISTING 3 D =6" GRASS & TOPSOIL ------ 34" 62" ARE USED CORBELLING WILL BE _ �` �r� EXIS77NG }+ \ 3/4' 3" du /PER PERMITTED. MAX. CORBEL TO BE 3". 4'XB' OPENINGS 26• 1�ER MAIN C4TCl/ Q4S/N �', pROPoSEO 22 FT PROPOSED SIGN- \ /P \ + " " (SEEPAGE) No PROJECTION SHALL EXTEND IN- SPOT WELD @ EACH JOINT 66 _ Q/A• n T.F.=67. 3> » ' +\ 6 23 ORANGE BROWN MED/UM LGL4A/Y SA/�D SIDE OF LIMITS. - _ ' 8 ri }� / / + 11 OF 15 RCP ' '/MUM S/ZE EXIS77iNG _ - _ .. _ / 11 ®S=01�05 �r awu.-vlc rcc% 2-9 •� 7. ADJUST FRAME ELEVATION LJ 1 I 1 I 1 1 i 1-L _ �'�� �`, �� v INV-6.3.16 (PROP. >5 /N) EX/S!T/NG ,c WITH BRICKS 6" TO 12" I 36. =j �� I LI/ 7 FOOT HEIGHT LO \STS r 23"-60" COMPACT ORANGE BROWN GRAY F//�= 8. PROVIDE MINIMUM 2'-0" OF I I „ COVER OVER PIPE AT BELLS TOP - I � \ + 3i,/UN1PER + SANDY LOAM, SOME SILT 9. PROVIDE 6" OF 3/4" TRAPROCK ' I �oscoto �, ,'\ it UNDER EACH STRUCTURE AT BASE. _ �'� I y1N �'�i t �--� 675 \ ' 'r' 11 60=71 " BROWN GRAY CQARSE SAND 10. TOP GRATE SHALL BE SECURED __ - PROPOSED I I`V� y M/T�' n 67 1J 67.80 ,q ®,� '� \ �+ To FRAME. _ "'__'^ - REMOVE EXISTING CURB CVl i CONS�UCT OR�� L/P % �`� S5 �� L:A PROPOSED/ +\ \ " " DETENT/ON BASIN _ - �T� s,,� EXIST1NO B/TUM/NODS CONCRETE Wl%M 1 P 2�/L�ti ENT 66RF�CE PRO 'S GR� I �67. 00 6� POLE (TYP.% 71 -120 GRAY MED/UM TO CQARSE SAND �-� 37" 66 E L�4NOSCAP/rj/G 6 OUTLET STRUCTURE EDGE OF 11 T.F. =64.46 PAVEMENT APRON, PLACE TOPSOIL �,� �I'S�N GATE 167 76 S \ 4 2�8 • J � � AR / } ++ 25 AR 65 �65\ } 11 ROOTS TO 38" I It /NV=59.84 /N (S) AND SEED , K11v , I (NOT 177 SCALE) II 111 59.75 01/7 (W) -�� SP� e 65 PROPOSED CS ,3' �/C/NG / I, PCLA)7ON R4TL _ �ii ( �o' R /� 68 HOME PAR . I : • sro A, A77 s� 5 ST.4NL24RD DETENAGyI/ / ++ 8 It R MOTOR C �\ : oETgN77Lav aAsa /N OUTZET STRUCTURE I+ - - - - 66 CL&P 66 I EA PC 6760 `6 SP� o \ < aDTro ems` T.F.=66.01 " it ,�' PERC. TEST A" DEPTH i'ERC. TEST '8" DEPTH CATCH B<1S/N I I I >c m ... 1 . I \ �C '• r I FQ INK=63.50 8 LTA ORIFICE I �� ,' 27" BELOW EX/S77NG GROUND SURFACE ,18" BELOW EXISTING GROUND SURFACE 7F=6492 11/NV=60.52 I i ' ' I EXISTING 1 r r� _ �" /NY. =63.27 15 OUT I ;tr PRE5C24K AT 9.•4.3 A.M. /'RESQAK AT 9.52 A.A/. EA PM PM OVERHEAD 1�' �8g' r0 5 A WITH TRAP /�/000 i ,�� 11 HOLE DRAINED COMPLETELY AND TEST STARTED iIOLE DRAINED COMPLETELY AND TEST STAR7ED OR/IiEIYAY ` ELECTR/CAL SAD SyO•�END�I� SEE DETAILS ON THIS ' ►+ i �P 6 99 I SER111n- TO - ++ I F�Ec EA ( I 1o" PRO P ® y�Rr - HEFT AND SHEET 6 OF 7 I EXISTING AME READING 77ME READING PC PM BU/Lo/NG I 6 GUI c� I » TO BE 10 �y/j(N ' �I 1 HEDGESI+ 10.37 11 " 10°•04 7 1/4» '- PROPOSED 08 2 REMOVED) / X/ST/NG I 7, +l 10.•42 15 3/4 10••06 9 1/4 6.6.85 / TP EDGE OF 18. I ( ) �� 10.•47 18 2" 10.08 10 4" 1�OCUSTEY a TYPE "CL " WITH A Ec F PERC. / 2 PROPYJSEO PAVEMENT - I + " " REAlO{2r 25' 7YP I TRZ4P HOOD A 135 B" B BIMM/NOZIS MATCH EXISTING + 10.•52 21 /2 10.•10 >2 /4 A �«c , N 6� PROPOSED) 1D8' ��p� 10.57 24 1 4" 10.•12 13 1/2" RI v nAO!//A//_% AOCA //�dnE W/T/-/ r I IHia�- - - i »_ iP �. 0""' ,, + INK=�94 rr - rnn/i/i►v nrlcr -- - 11:UZ O/Ci 7U.'74 74 7 L A /�,I = o, �� �`c - NEW PAVEMENT %UTAL OF 12 67.s �0 1 " I ss s I sss �� z �'� � RCP AT S=0.0105 ® �. �.� 1 CATCH Q.4S/N 10.•16 15 /2 PROPOSED UN,0ZWROUNO ELECTRIC & 7FLER110NE- SD WCES 67. A B - - z NF / N .p 11AR1/EY W. � 0 ROSERAR/E ZZVAC!( t 03� �, 2 (MAX) Q1 F/N/SHED GRADE PLAN ASSESSORS AIAP 46 " L OT 35 m E F G H 49 tiMASCOL O ROAO 1/oI. 245 / Pg. 218 S7XNO -_ CONCRETE ,--LOB; - '----�� CUL!/ERT END EXIST1 0 GRADE OR OTHER SURFACE '-- - 4 2 MATER/AL :.;.•° GEOTEXT/LE-NONIYOVEN :-• .' CZ,45S 2, 01171 FERMI/7T/1i/7Y OF 0.5 TO 0 / SEC-1 AND POURED CONCRETE CUTOFF WALL OR fs1iI-N-i 6" DEPTH AOS OF 0.49 In/77 TO 0.22 m/n PRECAST SL,9B, OF BANK AND SHALL MEET AASHTO M289-96 _-- ANCHORED TO RUN GRAVEL SECT/ON A -A 18" DEPTH OF CUL VERT END /NTER1WEO/ATE R/PRAP P/PE SIZE �1-� A I 8 C O E F G H R/PRAP GYE/GHT /N TONS ./= 15" 10' 7' 11/2' 1 ' 1 ' 41/2 11/2' 3' 6 18" 12' 8' 2' 7' 1 5' 2' 4' 8 21 " 13' 9' 21/2' 11/2 1 ' 7' 21/2' 41/2' 12 24 " 17' 10' 21/2' 11/2 1 ' 8' 21/2' 51/2' 15 90" 20' 13' 3' 2' 2' 9' 3' 6' 22 36 A' 22' 16' 31/2' 2' 2' 91/2 31/2' 7' 33 �j R/PRAP PL UNOE POOL/ENEROY D/SS/PATOR /NS7ALLAT/ON DETAIL NOT TO SCALE SOUTH WINDSOR LAND RECORDS RECE/!/ED FOR RECORD/NG.• TOWN CLERK DATE T//LIE YAP No. APPROIVEO BY Tf/E 7O- WN OF SOUTH XNA0501 ' L7/ AAIAIIAI/n AAII7 7,I)AI/A//' /'�A.1A,//C`C/�/1/• V/ V// V V /`1/ VL/ L C// V// V V (i V/V//V//✓✓/ V/ V. CHAIRMAN OA7E TO THE BEST OF MY /YNOKIAZGE AND BELIEF THIS 4W /S SU9S7ANTB4LLY CORRECT AS NOTED HEREON ND THIS SURkEY AND A MS RED PREPARED /N ACCORa4NCE W/1H SECAONS 20-JO09--1 17IRU 20--TO09-20 OF THE REGULAAONS OF CONNECACUT STATE• AGENC/ES - 211N/MUM STANLWOS FOR SURVE7'5 AND AORS IN THE STATE OF CONNECACUT" AS ENDORSED BY THE 00AMCOMCUT A53'000170N OF LAND SUR1/FYORS, INC. /T ISAN /MPROVFMENT LOCAAON-PIi 0,z0SEO PLAN AASE0 ON A DEPENDENT RESURVEY CDNFORM/NG 70 HORIZONTAL ACCURACY CLASS C z2 {EFRAC4L 4=11AACY CLASS 7--2. (SEE NOTES HEREON 12056 ..S7JRkE_ S /9N47Z1RE a47F LICENSE NUMBER ►7 OR/IiEIYAY 1 » I ,� TP O I T.F. = 67.49 PERC. RATF = 1.8 M/NU7FS//NCH 10.18 16 2" i PROPY�SEO 8 ® 6780 k�' c ,3• W/7H CUL1/£RT 1 + 014. Ply' SOR 35 �B` F I 21220 END ® S=O.010 i ' I �c (TO BE REY0kf,9% n� I PROPOOSEO SE7�AC SYSTEM REPAIR \ I I PERC. 67. 5 cvr s�75 +�, I CDNS/SANG OF 4 ` 0 D.I. SD92? A 't V/ K - _ PROPOSED 1 u' P//PF, � G4LL00_ SEP7_7 OK I I TP �� s' �, /LANDSCAPING i _ 81�i GV �P% r 11 4 I 1 - i 34 L•F. OF 8 FT. LONG .Y 4 FT. �` 67954 o N 1 € cs� >o' W. PROPOSED O I _ VI WIDE X 12 /N. DEE7' PRECAST � I �� � MAPL s � -- 02 i ®sCDNCRETE GALLERIES' SURRt�UNDEO \ I I 675C4R PARK/NG CB }` BY 1 FT. !Y/OTH OF, > /N. STt7NE 16" MAPLE �' /, LT SPACES TYPE "CL s� 1 \ (REM012r)I x/ i R R AR EA T.F.=67.30 '� I /NY. =6� 04 \ I EXISTING EXISTING BRUSH c4• B6 �I I �` _�_ PM '► P a 14 " TREE �--SHRUBS REMOl2r -���s I _ _ spa �� 68 /C ss. ) ,.. IC 67 9 EA ® I ...:....... PROPOSED I+ EXISTING 'I /8 (i0 BE RE%Ol£O _ sB DUMPSTER PAD FA EDGE OF -- K'ITH ENCLOSURE + PAVEMENT a8 a� /!VE REMOVE EXIST1NO �4 CONNECT NEW SEWER SEK'ER, SEPTIC TANK R s¢ a �.s� 1 P/PE 70 EX/SANG + ��/ SEiYER OL/TLET AND LEACH/NG TRENCH A I, . ` 6 AL4Rva N At7PFF.1l�lN ` ;r, .... ^ . • • •- • - ^ •• - ..._-...... • l/!Y� �Il/.lrl IJlrlGli R j Iltsml .I I PROPOS'�IJ _ ASSESSORS AiW 46 BllILIIIfYC 1 LGT J4 ' sa.3 I F/N/SHED FLOOR I I �IIJIIITlO1V \ ; 29 A1�4S'OOLO R�'i40 ELEVA770N = 68.08 ` i I L/GHT � {i0/. fi. /�9 222 1 SPACE _ _ ':LOT AREA a 1.018E AC. ,29 EX/STING PA!/E/A/ENT I POLE R r^ ; 44,J75Y S.F. 25' '1, Y. AREA TO BE LOII�ERED sus i I PROPOSED 0U77FR / / "• CHA/N-LINK I I ORA/N DOWNP/PE i t /°�PoS� 6» FENCE PYL' 4 SPACES I ,' 1 :ti• ::,.; R PARK/N srs 1 ao----- ----- -------.'----� --I --7- .---- - -�•sus------ 68 / / _ / 67.7 1 1/4 " O 67 ---- EXIST%NG -� 275.50 66 16" TREE ' 66 67 N 65°-30'-59" W 6g POLE N/f DUMPSTER 5TEYEN ARNE DALENE ENCLOSURE ASSESSORS "1410 46 /y/F L OT 33 29 JOHN F/TCf/ BOULEI/ARD l/o% 567 / Pa 411 PLAN IrEY QUAN77TY SC/ENT/F/C MWZ- COWYON MRF PLANTING SIZE AR 5 ACER RUBRMW RED AWPLE 2 1,12" OAZ. 42 PC 5 PYRUS CALLERIA "V BRAOFORO PEAR 1 1/2"--2" CW. PM 7 P/NUS MUGHO COMPACTA DWARF MUGHO PINE 18" HT. { /C 5 /ILEX OR,CA(ATA CO(PA CTA DWARF ✓APANESE HOLLY 18" HT. A 7 A6UM VAR AZALEA 2 &IL. R 11 RHODODENDRON VAR. R110,00,00VORON Y0 ` HT. EA 21 E10W1a%7.c5• AG17b15' ca~w ow /ffAt V EZ0f ZS 18,1117 LANDSCAP/N0 NOTES 0 THE AC77,14L PLACEA/ENT OF /NOMOLG4L LANDSCAPE PLANTS AND OTHER LANDSCAPE 407ER/ALS SHALL BE /N COORDINATION WITH THE AS-BU/LT INSTALLED ZOC417ONS OF UNDERGROUND UTILITIES AND OTHER FIN/SHED SITE FE4171RES AND S114LL BE A6V11S7E0 AS REQUIRED OR DIRECTED SY THE OWNER. 2) PLANANG BEDS SH4LL HAVF A ,- INCH MINIMUM SURFACE DEPTH OF 84RK MULCH. AlcOONALOS CORPORAT/ON ASSESSORS 414,0 46 LOT 26 769 /O/HN F/TCH 9OULEIIARO ko% 496 / Pa. J85 THE LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN A??f- BASED ON PHYSICAL EVIDENCE OBTAINED IN THE FIELD AND AVAILABLE MAPPING BY OTHERS- ALL SUCH LOCATIONS ARE APPROXIMATE ONL Y AND THE INFORMATION SHOWN MAY BE INCORRECT OR INCOMPLETE ALL EXISTING CONDITIONS SHALL BE CONFIRMED SY THE EXCAVATOR /IV THE FIELD PRIOR TO BEGINNING ANY WORK. THE - EXCAVATOR SHALL NOTIFY THE CONNECTICUT 'CALL BEFORE -YOU -DIG" PROGRAM AT 1-800-922-4455 AT LEAST 48 HRS. PRIOR TO BEGINNING ANY EXCAVA7101V FOR MARK -OUT OF THE LOCAT/ON OF ALL EX/STING UTILITIES SY THE RESPECTIVE UTILITY COMPANIES. L f-=ND • EXISTING IRON PIN OR PIPE O PROPERTY CORNER --- 400--- EXISTING CONTOUR 400 PROPOSED CONTOUR 66.5 EXISTING SPOT GRADE 66.8 PRDPDSED SPOT GRADE 71)NF• /IV/)//ST/>P1-41 COPYRIGHT © 1999 MESS/ER & ASSOC147ES, INC. SURVEYORS - ENGINEERS THESE DRAWINGS ARE THE PROPER7Y OF THE ENGINEER/ SURVEYOR AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER FOR THIS PROJECT AT THIS SITE, AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, LOCAT/ON, OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER/ SURVEYOR. NO DECLARATION IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE EMBOSSED SEAL OF THE LAND SURVEYOR AND/OR PROFESSIONAL ENGINEER WHOSE SIGNATURE APPEARS HEREON. 10.20 DRY PERC. RA7F = 2.0 MINUTE'S/INCH a4TA FOR TEST PITS 1 & 2 WAS OBSERkEO AND RECOROEO BY R"WOM0 F. NELSON, ✓R, P.E. OF MESS/ER & ASSOCL4MY,, INC. ON ✓ULY 22, 1999 DATA FOR TEST P/T J WAS 09SERYF0 AND RECORDED BY ROGER OEPIZU TOWN OF SO&M W/NOSOR .S<W/TARL4N, AND R. F. NELSON, ✓R. ON SEP7"SER 1, 1999 PERCOLATION R47F T�3%/%YG' FOR PEAV TEST A _ AND PERC. IEST B" WAS PERFORMEL I AND RECORDED BY R. F. NELSON ✓R.. ON ✓ULY 22,, 1999 AND SEP7E(9ER 2, 1999, RESPEC77YELY, THE L477, R PERC TESTING WAS W7TIVESS'ED BY ROBERT DE/PIZ" SAN/TARL4N• NF &09/L O/L CORRORAT/ON ASSESSORS MAR 46 REFERENCE /S MADE 70 A AA0 ETV WZE0 T'UBDMS/ON AMP OF Z07,25 MASCOLA PRDPER7Y, AOSC.ALO Aa4<2, SOUTH WINDSOR, CONN., 779 /Of/N F/TCH 80ULL'-7/ARD SHEET OL'w 1 OE, KENEM R. EOUD & AASS001471°S, 705070ZE4RY ORAIF,, Vol. 819 / Pg. 164 MWOMES•7FR, CONIC, KENNEM R. ,90UD, L.S. " PROPERTY /S SUBJECT TO EASae,0 ITS, COVFAW7S AND RZSM1077ONS AS OF RECORD THEY AWY APPEAR. ,WIS PROPERTY IS LOrW W,0 OUTS/L ►E OF THE 100 YEAR AZ000 HAZARD ZONE AS SHOWN ON FIRM COMMUNITY - PANEL 10901036 0007 B, Z,77FO /tf- a47F &4Y 1,1980. 7HS-fF ARE NO INLAND Wf&"DS lR WATERCOURSES 0,11 TN/S R OPER7Y AS SHOWN ON THE "OAROML INLAND IYETG4NOS AND WATERCOURSES' MOO" FOR THE TOW?"/ OF SOUTH WINDSOR, 1.564 ON AUGUST 5, 1999, THE SOUAr NNOSOR ZONING B04fO OF APPEALS GRANTED THE FOLLOW/NG APPROVALS AND YW"OES FOR NYE USE OF THE PROPERTY (>) A VARIANCE OF 14 /MT FOR REAR YARD SETBACK (11 FEET Vs 25 FEET REQU/RED),- (2) A VARIANCE OF 12.2X FOR A 4XIMUM /MPERNIOUS COVERAGE (77.2A' As. 65xJ (J.) USE FOR A LICENSED GENERAL AUTOMOAYE REPAIR FAC/L/7Y TOPWGRAPHY /S FROM FIELD SURErY PERFORMED BY MES91ER & ASSIKWTLES, INC. ELEVAAONS ARE B4SE0 ON Ni9kV 29. GRAPHIC SCALE- 0 40 80 20 60 ( FEE) MESSIER & ASSOCIATES, Inc. SURVEYORS - ENGINEERS PI ITNAAA rT (Rrn) 0')R-1 171 MANCHESTER, CT. (860) 646-6013 PLANNING - SURVEY - DESIGN - CONSTRUCTION TOPOGRAPHIC SITE ,OEiVEIOP.ME)VT PLI IJIV PREPARED FOR: CUS.SON A UTOMOTIVE; INC. 29 MASCOL O ROAD SOUTH by/NOSOR, CONNECT/CUT PROPERTY O`YNE/S'• /t WPIA ANN FREE/LIAN 60 HER/TAGS ZANF IIA&911RO.. N l 0741.9 A/PPL/CANT.• ^USSON ENTERPRISES,; L. L. C. �f9 MA.5CUL O ROAD sOUTH W11,10SOR, CT 06074 TELEPHONE (860) 289 2389 L.. I L/r!/L L/L-✓WI/% //(//Y 1 09-02-d79 REVISE SHEET NO.; ADD PROPOSED /MPRO"EAON, NOTES & SCHEDULES 2 /I0_>d-170 dnDE-D /7F7XXM1 A/ XZd g;/ w /PA-L4s'/7 n.Ce/A/d/_`F' .3 09-16-.�,19 MODWY SHRUB LOC4MON cd• LABELING 4 11-0.3--.79 REWSE PLUNGE )OOOL D.B. OUTLET STRUCTURE DETAILS,• RE7VUMBEX S//EFT,• REVISE SIGN NOTE 5 11-19-.T9 MOD/FY CB IJ DES'CR/PAON Q4lY: OB 99 SCALE: 1 =20 FT. DES/GN : OAS OAS DR4#W ; w CHECK : RRM SHEET 5A OF 7 PR6V,-CT No. 99-1 // PLAN No. 99-077 rnup f-/rf- _ -oo-mom .3r7css: ORIW-PIA /Nl!=62.57 /N (SJ CZ&O TELEPHONE — 0R/IiENAY _-i I,I I /N!!=6T3.EFX1. 6/ST(IN15G" OV1; +i iI M!=e405 /N � 1204 GSL/N (N�15ANG I/Vt!=92.90 OVT , O3X " JU. PER STPROPOSED S/GN- PAOROSED 22 F. "eyvrr" ciW- C470hl BAS/N I ► OF 15" RCP ► 1 24 SURE EX ST/NG =673> ® S=O005 7 FOOT 3 WZ St %N/PER Z OA I I INk 6J 16 (PROP. 15 INS IVA3 675 _-- ._-•- Ala I �•- I PROPOSE?? i I �97 GRASS 4RM _/ I 67.80 EA N CURB CUT I Cr-Ppoposo I 6700 67 "� EA EA 1 AN I `, EA PROPOSED i /6 65.65 1 \ EXIST/NG i AYzlollr EDGE OF REMOtiE EX/ST/NG ,' > r SURFACE I EA 66 EA LANOSCAP/NG / ' NSTRUCT ' N/GH Up Al ss3 37„ E , � ��, POLE (TYP.J ti PAVEMENT B/TU,f!/NODS CDNCRETE ,' if�r1`/ PA/ENr ® I \ S �4 -0025' AR AR�� 4'/STING lirATER I 6776 248. 65 i ��_ \` , � � r\ APRON, PLACE TORSO/L �' \ AND SEED �' GATE \ AR oK/NG I i �, Iw \ 2 SPACES I I z 00 s6.5 �� I 65 ; �\ Z rn R 66 Acn R HOME PARKING \ `� I STANQ9R0 DETENTION ; I w 00 1, 30' R R Moron SPA �\ I S70RY WATER 67.55 SIN OUTLET S7RUCIZIRE u5IN ID T.F.=56.01 M 66 I 60 I I 0776W a s .50 /N!!=6350 8 D(� OR/F/CE � �3 66 CL&P i i 67 �� I /Mi=6Y27 15" OUT i 21016 EA PC I wo �� I :. EA K7A/ MR HOOD i � �i of z G �' I `� SEF OETA/LS ON SHEET s�s it I EA „�i4 ANO SHEET 6 OF 7 1 a / 1 ECEc. I I I 63.50 li • 1 EA t P�LI �\ of EA �\ % 1 1/2 „ I I � I i ®3 I w /.o I I I I I I I I I �� 18" HONEY \ LOCUST (REx�ovE� I) Ll PROPOMD UNDERGROUND HE07RIC & TELEPHONE SERMES rn PROPER7Y O`YNER.- AIARTHA ANN FREEMIAN 50 HERITAGE MME HAMMRG, N41 07419 APPL1(ANT.- 01/SSON ENTERPRISES, L.L.C. 49 41ASOOZO ROAD SOUTH WIMOS01P, OT 06074 TELEPHONE (MO) 289 2J89 Z �V PON GRAPHIC SCALE O 20 40 10 (FEEET Jo 66 �\ � V �' I PRpPO D Soo A ID MIS I EXISTING I 15„ RCP ®ULVERf % (Y �c PiL1 OVERHEAD I 1� EA ELECTR/CAL I PC SERIi/C - (TO EX/ST/NG I �i BU/LD/NG I EDGE OF 70 I' REM 9,l r 66.85 i I PAVEMENT - I' TYPE "CL '" fY/TH I / II MXG 8'n'P PROfOSEO CB 2 A A 35' F• YTP GRADEY/TH ; 2 NEWPAVEMENT 'I � 25' 7YP. I TRAP HOt�O I PBRG ,i B�POSOMUS 67.9 11 V=6�94 A F�Fc I ,,� PARK/NG ARE4 PROPOSED 106 i EX/ST/NG TOTAL OF >2 HEDGES il, ss s I ��Ec z i NTH CMt�ER�S ® ENO y 66.6 \ ® ' TIP PROPOSED 8 i AM Ply' SOR 35 07.80,k' V S=0.010 ' I 21220 (70 BE REMOVED 1 I 67.7 6775 i our PROPOSED o \ PROPOSED SEP)70 SYSTEM/ R-rPoVR 1 I _ LANDSCAP/NG t CONS/STING OF 4",� O./. SEWER \ I I TP I 9' a II P/PE, I"�r*4LLON ShP)70 TANK `� �Z \ W172V MG4i M,;e.L TO GRADE, ANO I 1 POO G� I I 4 X/ST/NG t .T4 GF. OF 6 Fl LONG X 4 FT 67.85 9 �AfAPLES rn i o N MOE X 12 IN. DEEP PRECAST \ I I 10' &IN. I CONCRETE" CULLER/ES SURROUNDED >6" MAPLEI s® BY > F7. fY/OTH OF 1 IN. STONE 1 (REMOVE) ( h 66.6 cAR PARK/NG R �` 3 SPACES I � \\ EY/STING BRUS A r i I I \\ �---SHRUBS (REyOw) `•--•�� \ 66.7 i I �� — — PM PM 64 *A P� �\ VD EA \ 678 \, '�/ �' ®1No/c Q/C Q/C s79 —68. 8--\ --- '�------------- ------------ IT EA PROPOSED I \X X; :;?C PROPOSED CB ilk>M i EX/STING z , D1,1YRSTER PAD �E mozI V 1 � \ \06aECTRic , ''-' lf�/TH ENCLOSURE \ \7.1 .\ \ I (TO BE R OI�ED�68.2 2 r ® EA B/TUMINOUSvyl \ ® CONNECT'`NEW SENER / 64 a PIPE ri EX/SANG SEiYER, SEPT/C TANK R _s ; SEWE4 OUTLET 64 AND LEACH/NG TRENCH / \ ` 671 � \ *A \ \ 66.91 o AM4RM ANN FRIFEAM4N i9lVZ ,STORY.9RICd' \ I ASMWORS A 46 BIlIL1�INC / ', PROI'OS IJ 64.J ` i i LOT J4 FIN/SHED FLOOR �llllllTIO1V i ?9 Al�1S'COLO ELEVAAON = 6?06 Vol. 458 / Pg. ??2 29 I O ' ' I LOT AREA = 40182� Ac. II 44 J75�E S.F. 1 SPACE I • -' ZX571NO PAVEMENT -�— 1 AREA TO BE LOWZRED ®675 CHFENCE K 1 / , , 25' R. Y. i / PROPOSED GUTTER i PROPOSED 6.V ORA/N MWNP/PE .1 Old PLC' PIPE 1 MR.) ,•'4 SPACES C4R PARK/NG 79 /s — — — — — — — — — — — ----------------------- - — — — — — — — — — — — 6- -------� -----I----�-- — ------------ ---�i , / �� ,i 68 / EX/ST/NG / s77 qj 16" TREE---------------- r /' 275.50' \\ N 65'-:30'-59" W `� L/GHT � 66 / 67 '- `69 POLE DUMPSTER ENCLOSURE " SEALED ACCESS MANHOLE COKR EXISTING S4N CUT AND SEAL d01NT PAVEMENT WITH TACK CO.47 M 04.01 TOPSOIL F/LL, GRADE, FERT/L/ZE, ---------------- AND SEED — " ° ° -- 2" (COMPACTED) CLASS 2 B/TUM/NOUS a 7" (CDMPACTED� PROCESSED CONCRETE SURFACE COURSE (OR MATCH oo p opoo 00 0 EXISTING, IF ORE47ER� M 04 Oo 0 oO�oOoo�oQ� � TRAPROCK BASE - M.05.0> 00000 �oo� Oo 6" (00MP,401F,9,) PROG'ESSEO GRAVEL S1194SE OVER COMPACTED SUBGRADE 1120 12" (TRENCH B4CK FILL% M.02 -GRADE B r — NOTES.• (OR PROCESSED TRAPROCff,) TRENCH MOTH 4 ALL SA#' CUT ,4NO SEALEO JOINTS TO APPROVED B4CKF/LL PLACED IIAR/ES BE ETHER PARALLEL K1ITH, OR PERPENDICULAR ,4NO COMPACTED IN 12 0 LAYERS TO THE CENTERLINE OF THE PIPE, (OR AS OTHER#'/SE APPROVED I SEE TYPICAL 70, ALL MATERIALS ARE TO MEET NO STONE LARGER THAN 3"f TRENCH SECT/ON FORM 8144, AS AMENDED TEIUIRORARY PA101WOVT RERA119 DL?A/L (NOT TO SCALE) EXIST1NO _V0' CUT AND SEAL 101NT PAVEMENT #'/TH TACK COA7 M 04.01 1 " OR > 1/2" (CDMPACTEDf - - « .. - ` d --- --- " CLASS 2 B/TUM/NODS CONCRETE < .' 2 OR 1 1/2 (COMPACTED0 SURFACE COURSE (OR MATCH p p o o CLASS > OR 2 B/TUM/NOUS EXISTING, /F GRE47ER) M.04o CONCRETE B/NOER COURSE (OR 0 000 � MATCH EX/SMO, IF GREATER) ,W O4 o� oo�o� o0 0�0 0 5" (COMPACTED% PROCESSED 7R41OR00,4r S45E - lflo! 6" (COMPACTED) PROCESSED GRAVEL I TRENCH #'/OTH SI NOTES.• UB4SE OVER COMPACTED SUBGRADE (TRENCH B4CKF/LL) &..02-GRADAT/ON B VARIES 1 ALL S401 CUT AND SEALED (OR PROCESSED TRAPRO0,V I I ✓O/NTS TD BE EITHER PARALLEL SEE 7YP/CAL iY/TH, OR PERPENDICULAR TD, TRENCH SECT/ON THE CENTERLINE OF THE P/PE. 2, ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED RERMANZN_7_ PAIIZAIENT REPAIR DETAIL (NOT TO SO4W A17ERN47F OONSIRXMON WITH FULL CURB B46K M BE USED AT Z004MONS AaMCENT & B4RS 70 EXS77NG OR PROPOSED 4 -O' LONG CURB. 7 1/2" 2. 1=6 7/8" 1-6 7/8" WALL 77110,M3Y - r0 BE 4?" FOR DEP77LS OMER 10' 4 CLASS i4 " --- 00NCRETE CAST /N PLACE OR PRECAST CONCRETE" UNIT PERVIOUS B4CKF7LL ABOI£ TH/S ELEVATUM- UJX, DEPTH 3' I WALL 77110KNESS 70 BE M' FOR ZFPW OVER 10' BLUE BACKGF lY/TH W111) SYMBOL 41 LE/TERINc 7 1/2" 2" R CROSS SLOPE AS REOD2' 10 3 >6 a '06 �a o I F/N/SHED GRADE ~2" R,4D/US Mf1CH/NE—FORM\495 i B/TUM/NOUS CONCRETE 1 4� ! f 1 drn •A — a' • f, < I . B%TUM%NODS CONCRETE SURFACE COURSE : <<. d 4'A. a' BASE i I I B/TUM/NOUS CURB/NG SECT/ON I I NOT 70 SC&E I GAL OANIZE0 OR GREEN BAKED ENAMEL 12 GA. F,FZ STANDARD U—CHANNEL POST OR EQU111ALENT 940/(f7LL IIIII II1= CONCRETE I=II BASE �= T I ° ° $ I-1 I '4ZI 02" SO,) �I I II I ICI 11-1 11=1 11=1 NANO/CAPPED PARAONO SIGN (NOT TO SCALE) Sr,47E" OF Lt7NNEomoor TYPE C FRAME AND OM7F 10 3 16 to.-,2' CLASS A" CONCRETE POURED GV PLACE OR PRECAST CONCRETE UN? j N ` DEPTH UNLESS SPEC/f7G4LLY ORDERED S y OMERAM' UNDER TR4Y£LWAY It-7 1/7' 1a� UNDER UN7R4kFLLED B' 8' DRAINAGE 8 B" ' OPEN/NO /N 4 r 7 5/B" 7 5/8" WALLS AT OR 7 13/16" 2 13/16" j _ /A/A/EDL4TELY I u m ABOVE THIS u ELEVATION 0 DRAINAGE OPENINGS /N 4 S70RM SEWER P/PE- WALLS AT OR /A/A/E0L47ELY XSEE PLANS FOR SPECIFIC SIZE, W4rERX j ABOVE THIS ELEY & /MERT ELEYATIONS �j IN SANOY SOILS iV APPLY LWA/PPROOFJNG ON 4 WALLS BRICK CLASS :4" CONCRETE PRErXST CO4VRE7E OR d a� a MASONRY CONCRETE UA/M; o d a. WHERE BRICK OR MASONRY CDNCELLI UN/7 ARE USED CLASS A` B" I 3=0" I B" CORBELLING /VILE BE PER L CYJNCRE7E OR 1 MrIM,, MAX, CORBEL TO BE PRECAST UNIT 3. NO PROUE077011/ SIXI INS/DE OF L/A/I7S N0&O BY xx. LONGITU,01 UAL SECTION WHERE PRECAST CONCRETE UNIT /S USED FOR TRANSVERSE SECTION SUMP THE TOP OF THE UNIT SHALL BE AT LE74ST 6" BELOW 7H£ 907700 OF /WE PIPE OMLEMM9 FFOA/ THE 047CII B4SIN. TYPE "C" 04TOR 84SIN NOT TO STALE 3 NO, 3 REB.4RS 2 2 SECTION 3/4'�f P/N DOIYN HOLES FOR NO. 5 BAR, BARS TO EXTEND A M/NIVUY OF JO" BELON THE BOTTOM OF THE STOP. I I I I I I I I I I I I I I i 1 I I I I I I I I I I I 1 I I I I I I I i t I I I I I I I I I 1 1 I I I I I I I I I I I I i i I I I I I I I I 2„ 2„ _2; M/N. 3, g" PLAN MEW 6' O" I II II II II II II II II II � ---------------- I I I I I I L2„ SLOPED S/DE ELEVATION TYPICAL RIFECAST CONCRETE RARK//ING STOP DETAILS NOT TO SCALE DIMENSIONS DIA. A B C D E F R-1 R-2 12' 4" 2'-0' 6'-0 3/8 6'-0 3/8 2'-0' l'-7 15/16' 1'-0 1/4' 9' 15' 6' 2'-3' 3'-10' 6'-1' 2'-6' 2'-0 5/16' 1'-0 1/2' 11' 18' 9' 2'-3' 3'-10' 6'-1' 3'-0' 2'-5' l'-3 112' 1'-0' 24' 9 1/2' 3'-7 1/2' 2'-6' 6'-1 112' 4'-0' 2'-9 3/16' 1'-4 13/16 1'-2' 30' 1'-0' 4'-6' l'-7 3/4' 6'-1 3/4' 5'-0' 3'-l' l'-6 112' l'-3' 36' F-3' 5'-3' 2'-10 3/4 8'-1 3/4' 6'-0' 3'-ll 13/16' 2'-0 5/16 l'-8' 42' 1'-9' 5'-3' 2'-11' 8'-2' 6'-6' 4'-5 7/8' 2'-3 112' l'-10' 48' 2'-0' 1 6'-0' P'-P' 8'-2' T-0' 4'-81/2' 2'-4 112' 1'-10' v -A 1 \ PLAN �ARA... POURED CONCRETE CUTOFF WALL OR PRE CAST SLAB, ANCHORED TO CULVERT END Rl / F / SECTI❑N Y-Y 0 NOTE SEPTIC TANK, MANHOLE COVER S114LL BE SU?ABLE FOR H--20 LCL40/A10 M/N/.NUM FIN/SHED /GRADE PRECAST CONCRETE AND/OR MICK OR CONCRETE BLOCK MANHOLE TO SUIT SITE CONDITIONS. 24" OLA. 4.. < OPENING ° . ° '° A'•4 LKJU/0 POLYETHYLENE CASKET ° • LEVEL POLYETHYLENE GASKET SEAL SEAL AROUND P/PE Z AROUND P/PE INLET FROM BUILDING 3" a = O ET TO LEACH/NG SYSTEM •d • POLYETHYLENE OR RW P/PE OUTLET BAFFLE POLYETHYLENE OR RkV P/PE INLET BAFFLE a 0MS770 GAS DEFLECTOR O :d 2/3 OF REQU/RED CAPACITY a J OF OCOA/PART IN FIRST COMPAR)3&-AT /N SECDNDJ ENT .,e A//D DEPTH CONNECTION �; BETWEEN COMPARTAlEN7S °•a: LENGTH NOT GREATER 7114N 4 774(ES M071Y OR DEPTH SEPTIC TANK (2, 000 GALLONS AND UNDER) WITH AONHOLES DETAIL Wr 77 SCALE PROPOSED i GRADE BEDDING ON SUITABLE M71W MATERIAL TYRICAL STORAI ORA/N 3/4" 0=51,'ED STONE BEDDING M47EIFW TRENCH DETAIL /N hn.,r EXGAYATION OR /N UNSU/rXMZ' MAIERLAL AS DIRECTED BY THE ENG/NEER (i r R7 m1[Ef M47E,?X MOLL MEET D.O.T. 4(02.01.1 FOR 3/4" STONE. MCOrM TO CENTERLINE OF P/PE WHEN USING RVLYE7NYLEN£ OR CPP P/PE. REMOI/E BURLAP FROM TOP 1/3 OF BALL F/N/SHED GRADE o 3" #'DOD MULCH COMPACTED �' TOPSO/L AND SUBGRADE r —I i TI—III—III I I—T MANURE gMI?1lR PL'ANT/NG DETAIL NOT TO SCALE SPEC/MEN CU4L/7Y DEC/DUOUS TREE 0//TH MINIMUM 110011T OF --_� /O FEET AND M/N/MUM OBM OF 3 //Vc//ES REINFORCED RUBBER HOSE 2'219'-O" TREATED WOOD SUPPORT STAKE 7WO PER TREE, INSTALLED ON OPPOSITE S/DES� OF TREE PREPARED TOPSOIL — & PEAT FINISH GRADE P,4VEMENT SECT/ON OR LANOSYAP/NG (SEE P14AV WARN/NG TAPE - MIN. 12" Aar 24"A60VE PIPE APPROVED B4CKf7LL PLACED AND COOR407FO /N 12" LAYERS (OR AS OTHERWISE APPROVEDV NO STONE LARGER 77L4N 3 SAND BEDDING P1,4CE0 ANO COMPACTEO /N 6" LAYERS NO STONE LARGER 77L4N 1 %2 ` 4e4)ERAL SHALL MEET O.O.T. 02.05 SECTION X-X END VIEW = URLAP N❑TEST WRAPPED TREE BALL o J❑INTS SHALL BE TONGUE AND GROOVE OR BELL AND SPIG❑T -I DOUBLE STRAND OF No. 12 GAUGE NEW GAL YANIZED, ANNEALED GY7RE, TWISTED TO TIGHTEN 11_CREPE PAPER TREE WRAP REMOVE BURLAP & T/ES FROM TOP //T OF BALL 4 " WOOD CHIP MULCH 6" H/GH EARTH SAUCER BOARD ON BOARD S/D/NG #IOOD SCREEN I' X 6" BOTH S/DES A 2".Y 6" 4 d °• f ° e9 .nL :. 6'.I' 6" TRFITEO �� POST , CONCRETE PAD ° 8" CONC. PAO c (DIMENSIONS TD #/6" X 6" -10/10 `� SUIT EQU/P�lIENT% #!#! FABRIC ; 4. e. e e 4 Q.. C1 e c a. 4 ae 47 6" PROCESSED STONE OGAO ALE SECT/ON A A PLAN SCREZINZ20 D11AhoSTEh' E//CL OSURE (110T TO SCALE% CONCRETE PAD OF THICKNESS AS REQUIRED FOR EQUIPMENT ,9R /— PER PESCRIPTIgNS ON PLAN WITH 6' x 6' — 10 / 10 W, W,F, FINISHED GRADE v e] n c dd „ d , 6' COMPACTED THICKNESS OF PROCESSED STONE 6' COMPAi "TED SUBGRADE SECTION A - A ..'PAD • - • DIMENSIONS'= �`� ' .:: �.::'••':;� AS R:GlUIRED FOR'.•'::: ••.,; � �,�� :`:•:El,7L7PMENT OR•''•s„"':::'�.:•'..;, ,•' :'PER l ESCRIPTIONS:• •� �: ' �' `'� T: /rlAN P01YPSTER ANP TRASH C9Y04C7ZR CONCRETE R%7 INSTAL L A TION ZETA& IINOT M SCALE> > 1/2" (COMPACTED] 1 1/2" (COMPACTED) SURFACE COURSE OF BINDER COURSE OF CLASS CONCRETE /\UM/NODS 1 B/TUM/NODS CONCRETE 4" M/N/MUM COMPACTED GUMfflL%tU PROCESSED STONE BASE SUB -GRADE 3" M/N/MUM COMPACTED GRAVEL TYP/CAL PARK/NG ARL�A CRO.5 S' — SECT/ON AOT TO SCALE NEENA11 TRAP HOOD MODEL NO. R9701 OR EQUAL W1711 HOOKS OF BASIN B 5/>s` B 5/16" 10 13/16' 10 1s/�6" AS REQUIRED T❑ C❑NF❑RM T❑ PIPE, 3=> 3/4" 4 13/16" 5" 1=B 3/B" 5" NORMAL FIN/SHED b — — :2 "AY�N j "AI/ 4 /--GRADE WALL THICKNESS SHALL CONFORM TO PIPE THICKNESS: GR40IN 70 BE CIRCULAR ( 6 ` aq� Fn VARIED AQG4CENT 70 CATCH BASIN AS STRUCTURE SHALL BE PLACED ON EXISTING SUITABLE COMPACTED EXCAYAT/ON REOO OR DIRECTED MATERIAL OR 12 GRAVEL BASE, 2 2Li '-B3/4" 12" >2" 1-B38rx 12 CONCRETE CUL PERT ENO 2x RO AO FOR R 2' a a ITF40 R007SEAD 9 /�ODTSPREAD f 2' FOR ROOTSPRF�10 2' 4' (NOT TD SC,�1LE� 1 1/2x ROOTSPREAD FOR ROOTSPREAD 4' i� MIN. DEPTH UNLESS SPEC/FIC.4LLY ORDERED 0771ERW/SE UNDER STiQE 7 TREE RLAN7/NG DETAIL TRAP h00D /NSTALLAT/D/V TRQV£LWAY 1=7 1/2" UNDER UN77 WZLEO 'CMS O-3 " " 6 A!/N/MUM GbY£R Ni�T T17 Sr" NOT TO SCALE B' 8" DRAINAGE I B" 8" I �� of LOAM OR TOPSOIL MOMF/LL OVER LEACHING F7N/SED PROPOSED249E PROPERTY OWNZR- OPEN/NG /N 4 75/B" 75/B` W ou>rT-L°R 713/16" 7 13 66' ; UNIT & STONE to,� t�,t � p ��w /ilv'IRT/Y7 ANN r/TEENfV`IN MESSIER & ASSOC'IATES Inc. '�� DATE DESCRIPTION 0A7XROkE N m + --STORM SEWER P/PE- REA/OI�ABLE /NSPEC770N I-1 I I - I-1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 I I-1 I i-1 I I-1 I I-1 I I- = _ = = III-III_III—III—I SO HEAP/TAGS LANE SURVEYORS - ENGINEERS 1 09-02-99 RENUAISER SHEET REMOt�E ADD �Pc , , X e Q SEE PLANS FOR SPEC/FTC SIZE, M4TERLAL �,YER I 11= —1 11El I IEI I IEEE I I —III —III —III —III —I i I—III—i i t—III _ (1 ON EACH UNTr� i I I I_ I I=III=III-III=III=III=1 I-1 I I-1 I I-1 I I= HAMW RG Nt/ 07419 ' 288 MAIN STREET MOD/fY DETAILS _ o /N SANDY SOILS APPLY L74A/PPRGY/F/NG IM�ERT SEYA77ONS = _ _ = -I I=III I=1 I I-1 I I=1 t I=1 I I -I I = �.'•. u , ; 4: • _. _ _ - ,. :.:•; :.; .: •: LAYER OF 1 %2 Or. PER So. Yv.r NON -•WOVEN GEOIEYT/LE FILTER ,4PPL/C,ANT.• r MANCHESTER, CT. (860) 646-6013 2 09-14-99 REVISED TO TOfYN S,ANDARDS 1 " ON 4 WALLS , e • ' e" d• . m FABRYC (TYP. DYER STONE ON 6O7H SOES OF LEACH/NG GALLERY. J CUSSON ENTERPRISES, L.L.C. PUTNAM, CT. (860) 928-1171 3 11-O T--99 ADD CUL FERT END DETAIL d- • °� �9 A/,ASCOLO RQAD REARRANGE SHEET LAYOUT a a BRICK CLA55' A' CG9YCRETE, PRECAST CONCRETE OR MASONRY CONCRETE UN/75, Fr8.A LOW Q . 4/7 WIC - i �' 12/NOEEPPREG4STCDNCRETE ti.' . � LEACH/NG GALLERY O SOUTH iYINOSOr? CT O80%'¢ _ — PLANNING SURVEY DESIGN CONSTRUCTION WERE BRICK OR MASONRY TELEPHONE �880)289 2.389 B" CLASS A" CONCRETE OR " 83=" 0" B UN/7SME* USED CORBELLING W/LL BE PER- = `'• `:'•-'' .;.' • a, 1'"BROKEN CON,S'TRUCTION DETAILSCONCRETE (COMP, F/LE = 99-077-4 0WO) PRECAST UNIT A/I77PO, M4.r CORBEL TO BE STONE OR COPYRIGHT a 1999 ��- 5 3" NO PROUECTIDN SHALL INS/0£ OF L/9/7S ¢8" 12 (NOM/NAL i-12 " SEENED GRAVEL MESS/ER & ASSOCL4TES, INC. PREPARED FOR.' DATE';EXTEND - ; AS NOTED NOrEO BY xa SURVEYORS — ENGINEERS , ,SC4L LONGITUD/NAL SECTION WHERE PRECAST O UNIT /S USED FOR TRANSkFRSE SECTION 72 " THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER/ SURVEYOR ANO HAVE BEEN PREPARED SPECIF104LLY FOR CU,SSON A UTOHOTIVE ITV C OESION ; DAs 0R4#N : DAS' r THEE SUMP THE TOP OF THE UNIT ShWLL BEAT LEAST 6" BELOW THE BOTTOM OF 771E PIPE TYP/CAL 1? /NCH H/GH LL 4CH/NG THE OWNER FOR THIS PRMECT AT THIS SME, AND ARE NOT TO BE USEO FOR ANY OTHER PURPOSE, LOCATION, CHECK RRM OU7LEMA49 FROA/ ME CATCH BASIN. OR OWNER WITHOUT WRITTEN CONSENT OF THE ENGINEER/ SURVEYOR. SHEE! 6 OF 7 GALLERY /NSTALLAT/ON CROSS SECT/ON ND OECLART/ON /S EXPRESSED OR ED UNLESS THIS UNL 29 ILIASCOL O f►'OAD PRaleCT No. 99-11I TYPE NO--L " CATCH a9ff SCALE.' 1 = % PLAN BEARSSTHE EMBOSSED SEAL OFF THE LAND SURVEYOR ENGINEER WHOSE SIGNATURE SOUTH WINOSOFI, CONNECT1'0Mr NOT 70 SCALE APPEANDARS HEREON./OVAL PLAN No. 99-077 ��rSION AN29 SE29141EN7- CON RO SEOUEIV�:'E & ,WSPECTION 6LhiE C1s'�1S7' FOR z OT IJEi%Z O1PiY1E�VT PFruiECT . IF. Cusson Autornot/ve, Inc. PR0IE07 LrKA17ON 29 41,7 co% Rand, South 1Wndso,, CT PROUECT DhSCRIPMOW. of a 4800 b rmare &vi ar,dlllar, to an e,Ylsting indusidal bui/dng and assoc/wed sia'e 47va°lopment including Parkinq,, storns Oralnage /aell/t/es, a subsurface sewage dsposa/ system repalr, utlNes /srslral/aftw acid landscaping. So/I removal, f71/ng andlar grading mill be ,ver�arrr�ea` /n association with the prmposed deve%oinent. TOTAL PARCEL A1li0t- ESMA07F0 STARTING a4)F ESTIMATED COMPLETION DA7E.° RESPONS119LE PERSON- 61FOSION AVV SE01i1�ENT CONTROL PL41V PREPARED BY 1018 ze acres November 29 1999 To Se OrWte,ynined Lianald Casson 49 Wascolo Rc,a41 South Windsor CT Telephone 060) 2&9-2j89 Wessler dk Assocli7l=, /nc. 288 ,Vale Street ,!lanchester, CT 05040 Rayr,7ond F Nelson, dr., RE: Telephone e4960646-6013 /NSTALLAT/OIV & CIVECk1fST WORK aES'CRIPI! N -H -Lila _I,VI77ALS_OF EROSION SELJ/WENT' ACA, c'S ,2J ,�FA1S1J,�'ES 1 1 /,1!ST4//Fe7 �r�QS✓L�D GYw?OL � SA U,�ES I,1�ST,4U_E�' REff01�It �G INSTALL SE01,4/ENT DOWNSLOPE OF B4RRIEWS AREA TO SE DISTUR5ED CLEAR AND GRUB ARFA TO .BE D1�ZOP£D S71?IP AND S70offFIZE AS /ND104)ZV TOPSOIL AND SURSOIL ON DRAWING FOR NEW CONS77?UCT10N; PLACE SEDIMENT 9JRR1ERS AROUND STOCKPILES AND STASJL/ZE CONSTRUCT TE,,1PORARY WHERE REQUIRED SURFACE ORAINAG£' SWALE3' /N AREA OF AiN®%OR OlkTRSION,S' AS O1S171REA' ce NEEDED FOR DRAINAGE CONTROL INSTALL ADD/TIONAZ MIERE REQUIRc� 0?0S/0N AND SED1A/ENT IN A,10U OF r'ON)ROL MEASURES' 01S7ZIRSWOF INSPECT ANO &4/N741NALL ENTRE SIZE " ERO.570AI AAO SEDIWEVT N CONMOL WEAS'URE:S� RE�/OVE ACCUWULA7F0 SEDIMENT FRC,N d9A6 IND SEDIMENT B4RR/IRS /NSTAILL S£0,MhNT BARRIER E4011 CATCH AT EACH CATCH BASIN AS' B4SJN IT /S COMPLETED TEWPORAR/LY STABILIZE ROZ491-GR40ED 40/S77lF9ED AMENS A?EAS 0b?SIDE OF PARK/NG ANi7 STRII011 E LOC477ONS INSPECT AND AAI INTAIN ALL EN71RE SSE EROSION ANO SEDIMENT CONTROL WEAS'URES: REMOVE ACCII411-IL47EO SEDlf9EN7 FROW RfYIND S£Oldr°EiVT BARRIERS PLACE 70PS014 C04 PLFE ENRRE S17h- F7NW GRADING AND PE F4941EN&Y STABILIZE ALL 01SIVRgEV AREAS L4#1052API SITE AS REMIIREO OR A9 IRED MA/NTIN A1ND REPAIR ENTIRE S/TE PER,i,64NENTLY S,749/L1ZE0 AREAS RzwoIAE & OJSPOSE OF ENTIRE SITE 7FWP0,WY ER0S10N SEDIMENT CONTROL BARR/EQS AND DISPOSE OF ACCUWULAIFO SED11WEIV7 ChIST FOR 1W4//VTE HECKL/I/ANCE OF AfEASURZS- ,(.GIG47TON ,tlA/NIFNA,VCE DES'CR/PT/ON TF OF ,1f4/NTE7iGWCE 1NIT&S OE &y�BLE 1°f.L� SED/ME7VT B4RR/E'FS INSPECT REGULARLY AND DURING AND AFTER RAIN STORMS REPAIR OR REPLACE AS REQU/RED REMOY£ ACCUMUL47F0 SE77IAIDVT AND DEBRIS EN77RE SITE M4JNTAIN 7FMPOR4RY VEGETA71kF AND OTHE]? MEASURES AS REQU/RED .fWl.4/NTA/N ALL STABILIZED AREAS UNTIL SECURE PROr/ECT DATES a47F OF GROUN,09K01K/NG FOR PR6 IF07 U47F OF 7EMPORARY STAB/L1ZA770N L747F OF FINAL STAB/LIZ4770N F�'OS/0N A&V S D�I&9�c T COiV�r�i`!� E44 ! V ,410' COry R- 11CT/OiV �SFCLt�iVCF I THE PROPOSED DEVELOPMENT ON THIS PRORER7Y WILL INCLUDE 00NS77?110)70,V OF A SI/IGLE STORY ADDITION TO Ail/ EXISTING IN,0467RaZ 9'UIZOING AND ASSOuZ4iTD Siir DFV040 IWEIVI-, //vCLUO//✓v " drAp i VS10N OF AN Z ISAn+G PALED PARKNG AREA, STORE' 4RAIN40E FACILITIES; A SURSURFACE SEWAu"E OVSP05t1L SY59EY AFRA� G�Ll17ES NS7RZL4770i1; ADD L4N.DSGA1P,lNr: THE WORK WILL INt Z kF RE,2►'01%A4, DEPOSITION AND REGR4,01NG OF SOIL ON THE S/TL: 2 DURING 771E ENT/RE RER100 OF MORW 0.'V THE 517 kZ-h110160? ACCESS AND EGRESS TO Tip✓£ WORK AREA SAWZ SE RY THE £X/STING ORIkFG/AY LOC,4170,VS ENILRING T//E 501E FROW Ae4SCOZO ROAD .Y PRIOR TO ANY CONSTRUCTION ACT11A'TY COW1,&MOING ON 711E SITE, A STAYED GEOTEXTILE SILT FENCE SED11Wh?V7 94Af1ER SHALL ,FE INSTALLED DOWN - GRADIENT OF AND SURROUND/NG THE WORK ARFA AS SHOWN ON THE 10R4P11NO /N GE7VEMA4 £ROB/ON AivO SED11WEI'T CONTRDZ /9E SUR£S AN17 CONS'JX'UG' ON PR4017CE6 SHALL BE AS OESCRIi7EO HERE/N ANg42R SHOWN ON Ple DRAW/NOS, "PAS FURTHER ,0h7AILED IN THE CONNECT/CUT GUIDELINES FOR ES'0S10N A,VD SEDIMENT CONTROL.; REVISED 1999, AND AV1ZNOMEiV7,S, AS PURL/SHED 9,y THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSEROXAON. 5 A -70R THE INVX EROSION AD SE"00WEN7 CONTROL .iESURES ARE IN PLACE, 77!£ C0NS7x'UC770N SHALL PRt,�E,-D IN THE FOLLOWING'' RECOWWENDED SEQUENCE: A CLFAR AND GRUI? AREAS OF PROPOSED WORD, INCLUD/NC ANY NECESSARY REMOVAZ OF hXIS17NG SITE FEATURES 01SPOSE OF MAIZRaLS R,F&OVED OFF SITE: S. STRIP AND STOCKP/LE ANY EXISTING' TOPSOIL PROW WORlr AREAS. RING STOCKPILES WOW A PR07,tC77VE R4RR/IRS OF STAKED GE01EX111E SILT FENCE SEDIMENT 84RR/ER 0 EXCA11A1F FOR SUILOING A001)70N FOUNa477ON. REMOVE E�'CE3 s SURSO/L FRO& SITE AND/OR STOCKPIZE ON -SITE" AS DE3'CR/,SED FOR 70PS0/L STOCKPILES: D CONS7)?4lCT SUlLD1NG ADD177ON FO/1AD4170N AND 64CKF7LL. E CONSTRUCT SOMM DRAINAGE SYS)F,V FACILI77hS F INSTALL AIW NECESSARY NEW UTILITY CONNECTIONS FROW MANS TO fUILDING. 0 E` 04001E AND ROUGH GRADE FOR BARKING ARE4 D' 4AT101V Al. COAMENC£ CONSTRUCTION OF RZ11LDING AY00117ON SUPERS7is'UCT(1RE: TEMPORARILY STAS1LIZE0 01STURSED AM54S. PAVE PARKING AREA ErPANS/ON. K 64C,sr77W4 SPREAD TOPSOIL AND FINISH GRADE 015TUR8E0 AREAS L, CO,t/PLEfC SUM91NG A0,0/17ON ANO RE 00APONS TO EXISTING DU/LDlN/: & PZR- &liV AV7ZY RES;W91Z1.-E ALZ RESTORED DISMIM6£0 Ali 013' AND PERFORM LANOSC4P/N0 d ALL AREAS NOT OTHERWISE 7RZ47,ED SIIZ&Z 6E,?cST0RE0 9YPL4CEMEN7 OF 7ORSO/L AND ESTA9LJS11&ENT OF o9R4SS COVER /N ACCORa4N6F WITH THE FOLLOW/NG PROCEDURE: AL APPLY L/,4&S'r0NE AT A RATE'° OF 1.Y5 L9SX1000 SQUARE .ATZ ' S APPLY 10 10-10 OR 10 2020 icER7Z1ZER AT A R41T OF 10 LR91 IWO SQL44RE FEE7 OR AS OTHERNISE ESTAr9LISHE0 SY L4.9OR470RY 7ES'TING OF S4WPLES OF THE ACTUAL TOPSO/Z PLACED AND SPREAD ON THE AREAS TO RE FL4A9F,0. 0 W0RK LIME ",0 ATRIIL170s' INTO THE TOPSOIL UN1F0,?,,1ZY TO A PZPTH OF 4 INCHES SY 1AVVP OR WI7H S1A17A6ZE EQU/PM£NT, FOLLOWING THE FINISH C0470UR9 D. SMOOMI AND f7RW THE PREPARED TOPSOIL AND REM01E ALL STONES 2 INCHES OR LARGER /N ANY DI,NENSION AND 14-IZ OTHER DffR 1 F0US ,0F9R/S ALVO SOIL CLUMPS FRO,V THE SURFACE. NOTE.• ALL TRAFFIC BALL SE PREWN7E9 FROM E,'HERIAiG THE.4,1aAS WHERE 111E SEEDBED HAS ®EEN PREPAiREO AND /S READY FOR .FEED11VO E: S"PI&AO GRASS SETD O,V THE' PREPARED TOPSOIL SUi,FACE SY R",O OR &,F01iW1CAI% 460WS "D L101MY RAIrE /N BY HAND TO OBTAIN A : XOtsmy OF 1�4 /NCH SO/L COVER 011hR- 171E SEED XV-'- SEED , m711RE AND APPLIC477ON RATE FOR ALL F/N/SHED PER,i01WN- .T GRASS AREAS SKILL BE AS FOLLOWS:• GRASS SEED TYPE PROPOR770AIS KENT7/CKY BLUE OR45S 45A' 20 L9SIACRE 45 19S/1000 SQUARE FEET CREEPING RED FESCUE 45X 20 LSS/ACRE 45 LBS/1000 Sl1UARE FEE!' PERENNIAL RYEGRASS /Or .! L®5%ACRE 10 L6511000 SQUAiRE FEET`" 0/1ILY 1000ii"iEO *' SEED !' IE-11Z SRWL r?E USEL; AS LISM,0 IN /aFWZE Y. 1304 OF CONNECITCUT V.0.7 'XVR ! 8144" AS AAY&WOED SEED/NO SHALL BE PERFORMSO ONLY DU/?/NG THE PER/ODS OF APRIL 15 TO ,/l/I(VE 15 OR AUGUST 15 TO SERMX1SER 15 F. JWWEDLAIFLY FOLLOWING SEEDINr , UNWOR&LY ,FILCH T7/£ SURFACE RK rr'A,VD OR Ae4oll VE W171V ST1NW OR ,-14Y FREE FROW WEDS A VO Ca4R5£ :NATTER AT A RATE OF 70-90 LSSS1000 SQUARE FC,67 AVY011OR WULCH 1%1'WFP14TELY,0r f SPRE401SIG SY AIPPLIC,4WIV OF A L147110 ; GULCH :91NDER 0R MULCH NETITNG APPLIED IN ACCORa4MCE W711 11F WANUFACMRER;S RE009MEV2477ONS. 0 /F NOT SEASONABLY POSSIRZE TO PERFORM PE7i3,°4VENT SEEDING, OR /F /1✓CO,IiR4MZE WITH ON0011✓O COiVSTRUC%101V ORCR41701VS, ;ZW,00,WR11Y SZED AND/OR MULCH THE D/S7Z1R9E0 AREAS WITH AFRENN14L RYEGRASS 10 NG A MIN14111,1 PURITY OF 9-R PERCENT AiNO A A(ININZ141 GERMIN4T10N OF 90 PE7?CENT, APPL/E77 AT A RA7F OF 2 LSS116M S=4RE FEET,• OR WEED TREE S7RAW OR HAY OR AIR-DRIED WOIOO CH/PS FRET OF 604R5E M4717ER, APPLIED AT A R47F OF 70-90 LBS/1000 SQUARE FEET OR 185 275 LBS/ 1000 SQUAWE FEE7,� RE3PE071VEZ // 10VhWZR P6?ftRASto9ZY OR 7FMPOR4R/LY STAB/L/ZED, MVNTA/N AND REPAIR AIZ NEWLY RES'70REO AREAS ZINTL W0,67,4MON /S WELL E3'TA1RL/SHED AND GROW/NG SELF-S4yFFI0/EN7Z 9 INSOFAR AS FOSSI&F,, 0/SIURB4NOE OF 711E LAND SHALL BE L/M/TED TO THE M/N/MUM "0114T NECESSARY 70 00MPLE7E THE PROPOSED WORK. 7,VF LIMITS OF DISTURBANCE S114LL BE ESTABLISHED /N THE FIELD PR/OR TO STAR)7NG ANY A67Z1W CONS7RU077ON A077kM S A1,V0 SHALL BE GENERALLY AS S110KN BY 711E PROPOSED WORK ON 711E SITE DEV£LOP1WDVT PLAN DRAW/N6S 9. GRAD/NG TAKING PLACE AS THE S17F WORK PROGRESSES S114LL BE DONE /N A MANNER 70 ALLOW ORoVN4GE TOWARD OMERSION DITCHES AND EROS/ON AND SEDIMENT 00N7MZ B4RR/ERS. S/LT FENCE AND/OR H4M&E EROSION AND SED/WENT 6VAgAOL CHECKS SHALL ALWAYS BE PLACED /MM£01647FLY AFTER A CUT SLOPE H95' BEEN GRADED AND BEFORE A FILL SLOPE HA5 BEEN MADE. 00N0EN7R41FD RUNOFF SHALL NOT BE PERMITTED TO OVERFLOW NEWLY 6-R40E77 AREAS, SEDIMENT BARRIERS OR OTHER DOS/ON AND SED/ME7VT CONTROL MEASURES: SOIL STOCKPILES SHALL BE PLACED /N LOCATIONS AWAY FROM N417IRAL OR CREATED WATERWAYS AND DRAINAGE DITCHES; AND RINGED WITH A PR07FC17VE SILT FENCE OR HAYBALE SED/MINT MRR/ER. 10. ALL DISTURcSED AREAS, REGAROLE3'S OF THEIR LOCAMON ON Tr!£ SI7E; S1-Z4LL AF EVE GRADED ANO STABILIZED AS SOON AS cRNC77OIBLE FOLLOWING SUaa"TA/vI-M CO3,4PLz1-10 V OF SURROUND/NG CON571F1F-Mo Oly i iviRE SEAS'ONNBLY POSSIfL£ AND I1HERE ON6-011VG CONS7RZ10710N AOMP ES PER1,fJP, I?�E D>ST�,��S'9E0 .4REAS S. �'�LL RE PER� WNE".�?? Y :AD�LIZEi' .S DESCRIRED ABOVE. WHEN PE?XIANENT S'T,48/L/ZA77ON IS' NOT' T/,N£LY OR POS5IBLE; THE DIS7VR9E0 AMEAIS SHALL 6E MIPORARILY STA MLJZED AS ALSO DESCRIBED AB01/Z: 11. STOCKPILING OF 9Z11ZOlNG , WEIF14LS SHALL SE CONFINED TO THE A�'E4S OF DISMRd9' INCE. V&1=114? MOWIWEN7 SHALL 6E Z1&17ZP TO ES7,49LISHE-0 OR1k0Y4Y AND PARKING AREAS NO ZINNECES-W?Y ENCROAC11&ENT OF CONS7R11017,0N EQU/P%lENT OR OTHER kEH/CLES SvVoMl BE ALLOWED JN NON- CONS7RI10710N PORiiONS OF THE PROPERTY. !/£H/CULAR ACCESS TO ARMS 06173IOF 7HE LMMITS OF OISTURB4NCE SHALL 8E ,gZS7RJCTED TO 7HE ,i 11111, Z1& NECESSARY TO PIRFORW ESSENTIAL AND REQUIRE:O.4071WTIE3: 12 DURING THE PE?IDD OF CONSIAMOAON, ALL O/SiFURSEO AREAS OF THE CONSTRUCTION AC1 117Y 7M7li4if NOT 49EEN P6R&4,L0A9ZY SrI&IL/ZED STRUC7Z/RAL CONTROL /AEASURES, LOCATIONS WHORE VEHICLES EAlrzR OR E17 THE S117, AND ALL EROSION AND SEDIMENT CON) 2POL WEASURES Sli-VZ SE /JVSPECTED AT LEAST ACE/rLY, /W,f✓E0147ZZY AFTER' EACH R41NSTORW W17H A RAI,VFNLL TOTAL OF ONE HALF 1NCH OR GRFATEI, AIv0 Af ZEAST DA1LY DURING A WAIOR STORW EVENT OR DURING A PERIOD OF' PROLONGED RAINFALL. ACCUMULATED DEPOSITS OF SE21MENT AND SILT 5'A14LL 6Z' RZf10V104ZZY REMOVED PROW TFIE UPSTREIW SIDE OF THE ER42S/ON ",0 SEDI,�0VT CONTROL CHECKS; AND UPON E3'TAdLISII&ENT OF PERI AMMIr SEEDING AAV A/ULCHINO SUCH ANIEAWS' RElf01109 SHALL 9E TRANSPORZ0 FROM TH£ 1J'WE0IATF WORK AREA AND SPREAD AND STABILIZED /N N0W-WETLAND AREAS WH/CH ARE NOT SUalECT TO ER0S10,V, OR W°H/CH ARE NOT TO AF PQEd OR SMIZT ZIPON. SILT FENCING AND 07,�IE' EROSION Alk0 SEDIWZNr 00117AOL WEA'SUli'ES SHALL ,OE REPLACED A5 NECESSARY .'11ROUlyHOUT 711E D21JR4T/ON OF THE 8%`ORK ON THE SITE /N ORDER 70 MVNTA1N COMPLETE AND I/✓TEGRNL EROSIOIV AND SED/WENT CONTROL PROTEOWN.. ALSO THROUGHOUT THE DURATION OF THE 910RK O,V THIS SIZE, A0017701VAL EROSION AND SE01,tENT CONTROL MEASURES BEYOND THOSE SHOWN ON THE PLA/VS A41,9 OR PRESCR✓BEi7 HEREIN SILL BE >!WRMX0NTF0 AS W4Y SE DEi1WS0 NECESSARY RY SITE CONDJIONS ANO/OR AS OFFERED SY THE TOWN OF SOUM WINOSOR. OMCE IN PLACE, ALL EROSION AV,O SED/WENT CONTROL FACIZI)Z ° AND ,NE;4S1-1RZY ARE TO REi[AIN IN PLACE AND /N PROPER 1UN0770NINO C0101770A,' AND BE CON77NU0USLY ,MAINTAINED, UNTIL ALL 01S7Z1RBED ARMS UPGRNDIENT OF SAID FACIZMES ARE A6-P ANE,V1ZY SM91ZJZE1� OR THEIR CON17NIIEP U.SE 1S NO LOA10ER APPROPRIATE FOR THE ONGOING DEVELOPiNENT. FOLLOWING SUCH PER,4 WkN- T STABJLI1A770N, THE FACILITIES SAIXLL SE DISM4AW6„ RaIOV00 AND ,01SPOSEO OF IN AN APPROkED 4Y 00N O CU.SSO/ , 4V 94SCOZO fiaW,, SOUTH WINOSOR, 07, MZ09110AIE 1860) 2eg2589, SHALL SE PERSONALLY IMPLEMEN77NG THIS E'rOSION .4V,O SEDI, Hff CONTROL PLAV AND EVA4 RING THE PRESCRIS'EO EROSION AND SE 1,, DVTA770N CONTROL .S4FEGUAJ DS DURING ;91E PERIOD OF 0PEFq,r10NS ON THIS S17E 7r11S RESPONSIBILITY INCLUDES 71.1E 1ASTALLA50N AND AWWfFN4NCE OF COdr OL WE4SURES 771R0Z49hVU7 MIE WORK PERIOD, INFORMING ALL PAre2ES E/VGAGEO ON THE" S1TE 6F THE Rh-4%1J,?EP4LrNTS AND OaTOI/!ES OF 711E PL MI IVOF."ING Tr/E PROPEW 70, N AGE1101ZY MV 0)9 7C/.4ZS OF ANY TINA 67M? OF 771-IS RES'PO.MSIQGJ7Y AND CONV'ING A COPY OF 771E £FOS101V AIVO 5EDIMEN7 =7ROL PLAN ,F THE TITLE TO ); IY LAND JS TRANSFERRED. COPYRIGHT © 1999 MESS/ER dE ASS9CM7ES, INC. SURVEYORS - ENGINEERS THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER/ SURVEYOR AND HAKE BEEN PREPARED SPECIFICALLY FOR THE OWNER FOR THIS PRO✓ECT AT THIS S/TE, AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION, OR OWNER WTHOUT PIR17TEN CONSENT OF THE ENG/NEER/ SURVEYOR. NO DECLAR4TION /S EXPRESSED OR IMPLIEO UNLESS THIS PLAN BE4RS THE EMBOSSED SEAL OF THE LAND SURVEYOR AND/OR PROFESSIONAL ENGINEER WHOSE S,GNATURE APPEARS HEREON. Angle 10° upslope for stability and self cleaning. 1.) Set posts and excavate a 65,6" trench, set post downslope. 12 " tnli i. depth Compacted Bockfill -\ Filter Fabric 3) Backfill the trench and compact the excavated soil. NOT TO SCALE 2x4 wooden stakes driven min. of 12" into the ground FlIter Fabric tucked 6-12" � into grade +* wooden lateral cross braces 44 ` as needed ,I l Catch Basin SILT FENCE 11VSTALLA7701V AT CATCH BASINS CATCH BASIN GRATE, FIL TER FABRIC. `FIL 7ER FABRIC CATCH BASIN TOP 2.,, Attach fii/ter faL-ric to post & extend into trench. Storm Sew=r Structure IL ,. AL FLOW 'r J FLOP/ yl o AL Anchor with two 2'X2'�,3' stakes each bo/ Z., � 10VE CATCH SAS/N I TE AND PLACE FIL TER RIC. REPLACE GRATE 7NG CARE NOT TO DAMAGE ER FABRIC. ANCHOR WITH NE OR EARTH PILE AS SHOWN, FILTER FABRIC INSTALLATION CATCH 5AS1IV GRATE T;'e010AL .5Z:911t1Z-N7ATI'ON COr" 7770L AT CATCH ,BASIN NOT TO SCALE MESSIER & ASSOCIATES, Inc. Rom'• SURVEYORS - ENGINEERS 1 2 PUTNAM, CT. (860) 928-1171 MANCHESTER, CT. (860) 646-6013 i PLANNING - SURVEY - DESIGN - CONSTRUCTION 0 EROSION & SEDIMENT CONTROL REQUIREMENTS PREPARED f Of.- HAY BALE fhS7ALL4T101V AT CATCH BASINS EARTH OR STONE ANCHOR PILE SUBGRADE P1?0RER,r' 0#141E14- MAh711A ANN F/-ZZIMAN 60 IIERPTACE L 4NF 1114 BURG, Nd 07419 ARRUCANT.- Cl1SSOi/ E MTERPR/SES, L.L. C. 4V MASCOLO ROAD SOUTH li INOSOR CT 06074 TELEi'hONE (960) 289 299,1 , �ENZ1 Y9ZR- SHEET,• ADD DETAIL 11-19-99 1 , FEY/SE START DATE CUSSON AUTOMOTIVE; INC. 29 MASCOLO R0.40 0 SOUTH W/NOSOR, CONNECT/CUT COMP. FILE = 99-077-5.OWG,) D47F : OB 99 SCALE.- AS NOTED • DESIGN : DAS 0R4#1N: DAS CHECK : RR,LI SHEET 7 OF 7 PRG4/ECT No. 99-111 PLAN No. 99-077