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Home My WebLink About98-41P_MANEELEYS CORPORATE HEADQUARTERS FOOD PREPARATION BANQUET FACILITY SITE PLAN OF DEVELOPMENT RESUBDIVISION_RYE STREETCORPORATE HEADQUARTERS Jill 0 FOOD PREPAFRATION e BANQUET FACILITY SITE PLAN OF DEVELOPMENT/'RESUBDIVISION j TD IL -A sr�� I r-"*j F\1 0 \X (65 "YO� L�� T 0 U H W'd I- N 4-D 0 prepared by. joesign Crrof essionals, inc. Civil Engineers - Planners - Surveyors - CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 L7 -9 RUSSELL &DAWSON ARCHITECTS 330 Roberts Street East Hartford, CT 06108 (860) 289-1100 FAX (860) 289-3272 Inc. C N k LAND PLANNERS LANDSCAPE ARCHITECTS 571 HOPMEADOW STREET SIMSBURY, CT 06070 (860) 658-1988 FAX (860) 658-1217 EAST WINDSOR TOWN LINE CD 0 CSITE -!"&,E r, Q maw or rAsr Nwwsw AIL 01(CARM LOCATION PLAN 'rl,,*W. 0KA4NIN*6 An THE "ROPERT-Y Or rX51&N PROFf-551ONAL5, IW-., ANO HAVE 5EEN 1111"rPAORtO SnCIrk�*LLY I -OR rHr- OV+ERVAPPLICANT FOR THIS PROJECT. THEY ARZ NOT L6 bklj*�J!foR AW OTH�n PURPOSE Olt f5Y ANY OTHER PERSON OR PM50t,15 NOR HANNM YV-rHM- J-H� r-XM"55 VIRIT-MN PMMISSION OF DE516N 5 1w, TmM PLANS Ape IWALIC� uNLE55 THI�Y BEAR THE ORISINAL 51lSNA7VFM AND IMPRM51ON SEAL or THE rp4we"IONAL. ENOINetm OR SURVrYOR THIS SURYEY AND MAP HAS BEEN PREPARED IN ACCORDANC[ WITH SEC'nONS 20-3008-1 THRU 20-3008-20 OF THE REGULATIONS W CONNECTICUT STATE AGENCIES -- "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTIcur' AS ENr)oRSED BY THE CONNECTICUT ASSMATION OF LAND SURWYORS INC. THIS PLAN WAS COMPILED IROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING RFfN OBTAINED AS THE RESULT OF A FIELD SURWY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE fIELD SURVEY MAY DISCLOSE, TO THL MST Of MY�K:NOWILOGE AND 11 1 THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RI it) �r Z\- I', I I I LIC. No. AFFIC ENGINEERINC SOLUTIONS, P.C.1 BRUCE A. HI LSON, P.E. 193 Lexington Road Glastonbury, CT 06033 Voice: (860) 657-3579 Fax: (860) 659-0625 APPLICANT MANEELEY'S INC. 26 SCHWEIR RD. SOUTH WINDSOR, CONNECTICUT 06074 TEL. (860) 528-6622 OWNER D & L CARON, L.L.C. 359 BURHNAIVI ST. EAST HARTFORD, CONNECTICUT 06028 TEL. (860) 528-6549 Y MIALP SCALE 2001 TOV.'N OF "D at! A UT Iri, Cts AT "4P Lor NIF ABUTTER LIST 121 4 875 RIVERVIEW DR. ALL PHASE REAL ESrATF COMPANY 5 L006 COMMERCE WA Y SOUTH WINDSOR, 7OWN OF 6 PO BOX 354 C. WINDSOR HILL, 06028 SMITH, FRANK J & CHARLENE M 7 53 COMMERCE WA Y RUDNICK, DONALD B. 8 67 COMMERCE WA Y COLE, PR-r LLC 9 75 COMMERCE WA Y JF1 A SSOCIA TES INC. 10 75 COMMERCE " Y Jn A SSOCIA rFS INC. if 48 COMMERCE WA Y ONOFRIO. DANIEL & MARIE 12 75 COMMERCE WA Y JF1 ASSOCIA TES INC. 13 75 COMMERCE WA Y JF1 A SSOCIA TTS INC. 14 124 SULLIVAN AVE. SOUrH WINDSOR, TOWN Of' 16 854 FOSTER ST. COMMERCE WAY ASSOCATES LLC 17 8.54 FOSTER Sr. COMMIRCF WAY ASSOCIArFS LiC 18 854 FOSTER sr. COMMERCE WAY ASSOC44rFS L4C 19 f54 COMMERCE WA Y HOYT, ROBERr L. 20 154 COMMERCE WA Y HOYT, ROBERr L. 21 140 COMMERCE WAY J&M GRINDING INC. 22 140 COMMERCE " Y J&M GRINDING INC. 27 121 COMMERCE WA Y GREEN, WILL44M A & COLLEEN J. 28 150 GOODWIN St. r. HARTFORD, 06f06 B&W ASSOCIArFS 29 145 COMMERECE WA r 8&W ASSOCIATES LLC 30 f45 COMA(FRCC WA r 8et W A SSOCIA 7FS if 780 PROSPECT HILL RD. WINDSOR, 06095 THE RfAl GROUP LLC J2 17 PHELPS RD. E. WINDSOR, 05088 WAMCO XIX L TV ji 100 OXFORD DR. LUKASIK, JAN M. & ELLIZABETH K. 34 359 BURHAAM ST E. HARTFORD, 06767 D&L CARON LLC 35 PO BOX 415 E. WINDSOR HILL, 06028 SHEPARD POLA INC. J6 PO BOX 415 E. WINDSOR HILL, 06028 THE JE SHEPARD COMPANt 37 PO BOX 415 C. WINDSOR HILL, 06028 cONNccTIcur NArloAlAj sAw ;rR J8 PO BOX 2099 HOUS`fON TX 77001 SHELL Off COMPANY 39 PO BOX 415 F. WINDSOR HILL, 06028 C'OA(NFCrICUT NATIONAL BANK rR 40 PO BOX 415 E. WINDSOR HILL, 06028 CONNCCRCUr NATIONAL BANK 7R 41 PO BOX 415 E. WINDSOR HILL, 06028 CONNECTICUT NATIONAL BANK JrR 49 605 NFVFRS RD. PA rRIA, RA FNA TO F. & DA VID L U rO 50 605 HE VERS RD PA TRIA, RA ENA rO f. & DA VID L U rO 51 173 WINOSORVILLE RD. SALINAS, MANUEL, R. & ROSA E. 52 89 SULLIVAN AVE. JOHN SCHWEIR SONS INC. lij 1 1-0 BOX 114 E. WINDSOR, 06023 KARAUNA5, JOHN A. 1 452 MAIN 5 T. LEVACK, HARVEY & ROSEMARIE 4 452 MAIN ST LEVACK, HARVEY & ROSEMARIE 5 452 MAIN ST LFVACK, HARVEY & ROSEMARIE 6 350 CHA PEZ RD. CONDOR INVESTMENT, LLC 7 f5o rHA PF1 RD. CONDOR INVFSAVENT, 11C 8 24 INDIAN HILL ST, E, HARTFORD. 06108 ANNUNZIATA, DENISE 9 81 COMMERCE WA Y AALES, SHARON & GENVA, TONY 10 75 COMMERCE WAY COMMERCE REAL rY 122 17 RYE STREET STATE OF CONNECTICUT SuMvislon tf Zonft Data ftck ZONE: INDUSTRIAL ZONE ITEM Lot Area REQUIRED/ALLOWED 20,000 sq. ft. min. PROYIDED (LOT 42) 234,401± sq. feet PROVIDED (LOT 42A) 234,353f sq. feet Lot Width 100 ft. min. 561± feet 660± feet Lot Depth 150 ft. min. 774± feet 738± f eet Lot Coverage 50% max. 6% N/A Impervious Coverage 65% max. 54% N/A Building Height 40 f t. (2 STORIES) 2 Stories (28 ft.) N/A Parking Spaces 157.25 spaces 199 spaces N/A Side Yard 10 ft. min. 65± ft. 10 ft. min. Rear Yard 25 ft. min. 179± ft. 25 ft. min. Front Yard 35 ft. min 232± ft. 35 ft. min. PARKING CALCULATIONS: 16,516 SQ. FT. /250 = 66; OR 1 2 3 4-5 6-7 8-9 10-11 1-1-1-2 Al—A2 INDUSTRIAL: 7,348 SQ. FT. 0 1/250FT. = 29.39 SP. WAREHOUSE/STORAGE: 1,728 SQ. FT./1,250=1.38 SP. OFFICE: 1,440 SQ, FT. (4.5/1,000 SQ. FT.) 6.48 SIP BANQUET FACILITY: 6,000 SQ. FT. @ 1/50 120 SP. TOTAL SPACES = 157�25 TOTAL BUILDING FLOOR ARLA = 16,516 SO. FT. BANQUFT FACII ITY OCCUPANCY �-- 400 (SEATIN-G) SHEET- INDEX COVER SHEET KEY MAP KEY MAP (RESUBDIVISION) RESUBDIVISION FLOT PLANS/BOUNDARY PLOT PLANS (SITE PLAN) TOPOGRAPHIC PLANS (SITE PLAN) SOIL EROSION & qMUFNITATION] rr)NTPOI a DETAILS SHEETS PLANTING PLANS ARCHITECTURAL PLANS SHEET 1 // // z // X, - - - - - - - - - - - - - - - - - - - WIL 6 6 WIL 65 WETLANDS LOT 42A AREA = 2J4, J5J sq ft AREA = 5.J8 Ac 40' ACCESS EASEMENT WL\13 WL WL 0)\. 1p, ORIGINAL LOT LINE 41/4 1p J* LOTS 35-36 NIF MON WELL J & M GRINDING 0� 19 0� > rL r > >END OF PAWVEP M MENT�S� 9. 33% STAGECOACH TURF TYPE TALL FE _U' .ES Sr 33% CONESTOGA TURF TYPE TALL F CLIE WL 42 WIL .. .41 1 WL 40 \WL AR6 WL NIF ROBERT � HOYT LOT 37 NIF ROBERT L h(O YT LOT 38 LEGEND 0 IRON PIN TO BE SET UNLESS NOTED AS EXISTING a&P cc�io _121a7 EXISTING UTILITY POLE PROPOSED SANITARY MANHOLE PROPOSED CATCH BASIN AND PIPE X 287.3 PROPOSED SPOT (_',RADE --300- - EXISTING CONTOUR AND ELEVATION PROPOSED CONTOUR AND ELEVATION DIRECTION OF DRAINAGE FLOW _W -PROPOSED WATERLINE NIF COMMERCE WA Y A SSOCIA TES LLC LOT 39 WL, 3 CICL) SNET 1700 WL 36 3TR yo WL 2 SNET 1699 TR WL 36 W WL 3,5-. L a WATER MAIN SNET 11698 LT 698 LT 8 4. 8 56� 1814 3 �101'1 24 �N L- = 20'43'43" 1 IJNlf.S$ UIHLRWSI- N011-1), I xl�)T]N'; V11117y i(-K:ATION% A'i %HOWN, ARL DA-.m ON AVAILAULl INFORMAIJON ALI. EXISTING U11LI71ES SHOULD HE FIFLD VERIFIED PRIOR TO CONSTRUCTION. 2. All UTILIIIE'S ARL 10 OF 1,�IAKCD IN THE HOD UY A LICENSLU LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN 15 INVAI ID UNLL SS IT BEARS T14[ IMPRCSSION %AL AND ORIGINAL WNAWR� 0i ItIl PW'4E%'S,10NAL FNGjNr.f.R/SURVFY0R R 2.35r-81'-r T 4 3.13' L 85-31' NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. HORIZONTAL DATUM: MDC. 3. VERTICAL DATUM TAKEN FROM TOWN OF SOUTH WINDSOR RECORD SANITARY SEWER DRAWINGS. 4. DRAINAGE RIGHTS ARE RESERVED FOR LOT 42A TO DRAIN INTO THE BROOK ON LOTS 31-34 AND LOT 42 5. THE LINE DEPICTED IS AN ORIGINAL LINE AND THE BASIS FOR THE RESUBDIVISION. 6. PROPERTY LINE IS NOT TANGENT TO CURVE AT THIS POINT. 7. TOPOGRAPHY FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 8. WETLANDS LOCATION DETERMINED BY HIGHLAND SOILS. ON JUNE 24, 1998 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 9. REFER TO DETAIL SHEET 10 FOR NOTES PERTAINING TO CONSTRUCTION. 10. PROPOSED RETAINING WALL AT LOADING DOCKS TO BE DESIGNED BY OTHERS. 11. ALL CONSTRUCTION IS TO CONFORM TO THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS MAP REFERENCES: 1. RESUBDIVISION LOTS 30, 31 THROUGH 34 & PARCEL "C" PHASE 11 JOHN FITCH INDUSTRI.AL CENTER SULLIVAN AVENUE, RYE ST, COMMERCE WAY, SOUTH WINDSOR, CONNECTICUT SCALE 1"= 100', DEC 1989, REV FEBRUARY 7, 1990 PREPARED BY LUZZI ENGINEERING & SURVEYING. 2. PROPERTY TO BE CONVEYED TO STATE OF CONNECTICUT BY: UI.F.I. ASSOCIATES, INC. SULLIVAN AVENUE CONN RTE 194, SOUTH WINDSOR, CONNECTICUT, SCALE 1"=40' MARCH 9, 1989 REV AUGUST 16, 1989 PREPARED BY LUZZI ENGINEERING AND SURVEYING. Nlf - COMMERCE WAY A SSOCIA TES L L C LOT 40 LOT 41 3f �4 NIF COMMERCE WA Y A SSOCIA 7ES LLC 60 CB#1 8*-1 x 8 .00 SNET 1704 3 RSR EX�s MON 81 80. SNET 8 75 1703 2RSR SNET SA 1�2.2 1702 SNET 1701 TP P1_- STORM DRAINAGE SCHEDULE C13 TYPE T.F. INV. I C 79.5 76.25 2 C 71� ' 76.21 3 C 79 85 76.50 4 C 78.75 75-50 5 C 7/9.5 75.18 6 C, 79.15 74.86 (15") 74.61 (18") 7 C 78.0 74.61 8 C 78.5 74.54 (15" 74.29 (18 9 C 78.35 74.52 10 SED 77.75 74.32 (15") 74.07 73.57 �18-) 24") 11 CL 79.25 75.75 12 SED 78.75 75.27 fD 1 77.25 76.25 FE 1 73.25 FE 2 74.00 FE 3 71.50 FE 4 72.50 REVISIONS I THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-I THRU 20-300b-20 I 1 2 86q-291-8755 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. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP 15 SUBSTANnALLY CORRECT AS NOTED HEREON. 2 B-28-1998 Approvai Commwts RA 8_11- 198a S.W. Comm*nts RA NO DA IrE DESCRIP TION 13 Y RICHARD P. MARTEL 12882 LIC. No. GRAPHIC SCALE 40 0 20 40 80 NMI" IN FEET 1 mch = 40 ft. esign rofessionals, inc. I Civil Engineers - Planners - Surveyors - CIS srjte,::*e rj.,;j , sr-_*rl wr:Csor X, �_,6'�� 4 ROM PROPERTY SURVEY, TOPOGRAPHIC SURVEY DE9GN I?JAI)?A I DRA wN.- RA I CHECKED: RJAI ,/08 No.: 98-1029 DA TE: .kJL Y J1, 1998 DRA WNG NO.: 1029 W Maneeley's Inc. 65 Rye Street South Windoor Connecticut SHEET I I I % - - - - - - - - - - - - - - - - - - - - I X? WIL 66 _—` _WL 65 bo .1b k 'Row WL 2 1%-, WL 2 WL 1 WVA W W W LOT +2A AREA = 2J4,J53 sq ft AREA = 5.J8 Ac .0 1* AnA TEMPORARY TOPSOIL TEMPORARY TOPSOIL STOCKPILE + 4 +4 MON WELL \ >ENDOF P N u U" M �PAVEMENT 9. WLI,� \WL 46 /79, L WL 45 WL 44 X L L 43 L 42 03 U" C SILT FENCE TYP. WL' 41 WL 40 \�VL AR6 WL L WL 2 I� UNLESS OTHkRWSU NOrLD. EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BA%,D ON AVAILABLI INFORMATION. ALL EXISTING UTILITIES SHOULD to #I BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE rO BE STAKED IN THE FIELD RY A (ICENSED IAND SURVEYOR PRIOR TO 2 8-28-1998 Approval Comments RA CONSTRUCTION. I 3, IIIIS PLAN IS INVAUD UNLESS IT BEARS THE 8-11-1988 S.W. Comments RA IMPRESSION SEAL AND ORIGINAL SIGNATURE OF 714C PROFESSIONAL LNGINEER/SURYSEYOR. rNO DA TE DESCRIP TION 8 y WL I a LOTS 35-36 NIF J & Y GRINDING SNET 1698 LT NIF EXISTING ROBERT L HOYT LOT 37 WdA NIF I - ROBERT L HOYT LOT 38 __- rw SNET 115�39 IN GRAPHIC SCALE 40 0 1 10 40 80 Now" IN FEET I inch = 40 ft LEGEND 0 IRON PIN TO BE SET UNLESS NOTED AS EXISTING CI&P qar.J2187 EXISTING UTILITY POLE --(S)--- PROPOSED SANITARY MANHOLE —C3:— PROPOSED CATCH BASIN AND PIPE x 28 7. 3 PROPOSED SPOT GRADE - -300 EXISTING CONTOUR AND ELEVATION PROPOSED CONTOUR AND ELEVATION DIRECTION OF DRAINAGE FLOW W PROPOSED WATERLINE APPROX. SOIL BOUNDARY LINE SILTATION BARRIER AfA Agawam fine sandy loam, 0 to 3 % slope BxB Buxton aft loam, 3 to 8% slope NnA 111,4nigret fine sandy loam, 0 to 3% slope SeA Sudbury fine sandy loam, Oto 3 % slope WdA Walpole sandy loam, 0 to 3 % slop* WvA Windsor loamy fine sand, 0 to 3 % slope A//F COMMERCE WA Y A LOT 3 Y�56A TES L L C I N_ - Nlf COMMERCE WA Y A SSOCIA TES L L C i nT 4n NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. HORIZONTAL DATUM: MDC. 3. VERTICAL DATUM TAKEN FROM TOWN OF SOUTH WINDSOR RECORD SANITARY SEWER DRAWINGS. 4. DRAINAGE RIGHTS ARE RESERVED FOR LOT 42A TO DRAIN INTO THE BROOK ON LOTS 31-34 AND LOT 42 5. THE LINE DEPICTED IS AN ORIGINAL LINE AND THE BASIS FOR THE RESUBD[VISION. 6. PROPERTY LINE IS NOT TANGENT TO CURVE AT THIS POINT. 7. TOPOGRAPHY FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 8. WETLANDS LOCATION DETERMINED BY HIGHLAND SOILS. ON JUNE 24, 1998 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 9. REFER TO DETAIL SHEET 10 FOR NOTES PERTAINING TO CONSTRUCTION. 10. PROPOSED RETAINING WALL AT LOADING DOCKS TO BE DESIGNED BY OTHERS- 11. ALL CONSTRUCTION IS TO CONFORM TO THE TOWN OF SOUTH \MNDSOR PUBLIC IMPROVEMENT SPECIFICATIONS MAP REFERENCES: 1. RESUBDIVISION LOTS 30, 31 THROUGH 34 & PARCEL rli I A Qr- 11 ji", I 1K I FIT,"[ I I K I r-% I I C�TMI A I C E P' I "T n r, r-I moc� Q rl I )i r 1 k_r7 I \1 L) U 3 1 M 11", L �' r_ � \4 i r_ IN SULLIVAN AVENUE, RYE ST, COM ' MERCE WAY, SOUTH WINDSOR, CONNECTICUT SCALE 1"== 100', DEC 1989, REV FEBRUARY 7, 1990 PREPARED By LUZZI ENGINEERING & SURVEYING. 2. PROPERTY TO BE CONVEYED TO STATE OF CONNECTICUT BY: J.F.I. ASSOCIATES, INC. SULLIVAN AVENUE CONN RTE 194, SOUTH WINDSOR, CONNECTICUT, SCALE !"�-40' MARCH 9, 1989 REV AUGUST 16, 1989 PREPARED BY LUZZI ENGINIE-ERNING AND SURVEYING. REFER TO SHEET #11 FOR DETAILED NOTES PERTAINING TO SOIL EROSION CONTROL MEASURES LOT Al BI NIF_ COMMERCE WA Y A SSOCIA 7FS LLC --,\ \ 80. t� V CID" SNET 1704 M'0N 3 RSR P.. 81. 5 X SNET I 703 2RSR _��SNET 1702 SNET 1701 TR RS ANTI —TRACKING 860 - 291 - 8 755 SOL ER(Dam a les"ign SEDROOffATM CMIrRa. rof essionals, inc. DESIGN 1?,IAII?A I DRA W.- RA THi-CKED: RIAIPRZ I I Civil Engineers - Planners - Surveyors - CIS jos No.: 98-1029 IDA7E- JULY J1, 1998 �'-)t�ln sc'�'p -�):Id - South wirl'j", r - �c )r-.ertl(�ot OF'.'j '4 DRAWNG NO., 1029W Ma n e ele y's In c. 65 RVe Stireet South Windsor Connecticut `)HEE T 8 / 1 .1 GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR METROPOLITAN DISTRICT COMMISSION STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON RYE STREET WHERE NECESSARY TO PREVENT DUST BUILD UP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. APPROVAL OF THE TOWN OF SIUTH WINDSOR AND/OR 5. FIELD CHANCES SHALL HAVE PRIOR AGENT AND THE DESIGN ENGINEFR. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION, THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING. CONTACT "CALL BEFORE YOU DIG" AT 1--800-922-44,55. 9. MAXIMUM SLOPE OF FILL TO BE 3: 1. ALL FILL MATERIAL TO BE CLEAN MATERIAL. "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESLENT OR FUTURE I VOF ITInki Tr% %"Arr7n� nIT3 �Mnl lhfnUIAT=�. ij�m�OVcn, ^I �Ahl U Q fA I- 'P OUL LU I V44 I U OU rN F M %, V_ VT M I I- R 3 Wr' , %afl, VU 114 U VV M I I- rX 3 M kJF% I- IJ I- r' , %,�r_ M I -q F! LL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI- SOLIDS OR LIQUIDS. 10. ALL STUMPS To BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED 9. 8" INLE llyp HANDICAP MARKING DETAIL N,,;! SCAJ PROPOSED GRADE ---PAVEMENT SECTION OR LANDSCAPI[NG (SEE PLANS> DEPTH TO INVERT VARIES SEE PROFILES 6 MIN. BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER MATERIAL SHALL MEET D,O,T. M.02.1 V 3/4' STONE. OR /BACKFILL TO SPRINGLINE OF PIPE "IT, -WITH 3/4' STONE WHEN USING POLYTHYL17NE OR GPP PIPE GREASE TRAP NOT TO SCALE 1000 GALLONS I.D. + 2' 3' MIN- 12, `*1 MIN, '2' 0-0-0�0-00-c)-o 0 0 0 0 020,-o STORM DRAIN TRENCH DETAIL NOT TO SCALE WARNING TAPE - MIN. 12' MAX. 24' ABOVE PIPE APPROVED BACKFILL PLACED AND _'__�COMPACTED IN 12' LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3' SAND BEDDING PLACED AND '--,-COMPACTED IN 6- LAYERS NO STONE LARGER THAN 1-1/2'. MATERIAL SHALL MEET D,O.T. M2.05 0 Li I z U 5-- &E < 3�' . U) Ld cl, < > z V) < A 7 CONCRETE OR __ --- FLOW SECTION A -A STANDARD M.H_ FRAME AND COVER .�T T� G R A D E '001 AAIJJUI�l I I V -11r% MAX. OF FOUR COURSES OF CONC. BRICK 16"TYP :4 ALUM. -/-STEP 5 4'-0" DIA PRECAST REINFORCED CONCRETE MANHOLE ECCENTRIC CONE REINFORCED CONCRETE MANHOLE SECTIONS WITH "0 RING" JOINTS REINFORCED CONCRETE MANHOLE BASE FLOW CONCRETE OR BRICK MORTAR INVERT 6- 3/4- CRUSHED STONE FOUNDATION -10 13/16" z 8 5 16 NISHED GRADE 5. 2 �1,-B 3/8" 5" 4 13/16"- 4- 1 '3/4 4 13/16" 3" MIN STANDARD PRECAST] 14"X10" FORGED ALUMINUM CONCRETE UNIT--_ SAFETY RUNG MANHOLE �_BRICK LEVELERS STEPS 16"O.C. TOP STEP I V-8 3/8- 0z TO BE 4" BFLOW FRAME 1-. 311, 7- Ui Z SEE NOTE 6 g 0 w N I= V) I C > t9l V) < >( to OA - 7 5/8" Z w -7 13/16" U_ Lj :i y - J ww V) x 9 ? I Ln z w CLASS 'C' CONCRETE 0 PRECAST UNIT 8i- 3'-0' 4'--0 ---�81- 1 4 4 5'-4" \\�"CLASS 'C' CONCRETE OR PRECAST UNIT SECTION A -A SECTION B-B SECTION B-B REINFORCED PRECAST CONCRETE MANHOLE not to scc,e 8" OUTLET BAFFLE 6.1" 4.9' 4.0' 0,8* slope 0.6% Varies 39.1 (nom. 1 meter) POL -DRAIN CHANNEL SECTION - - - - - - - - - - - - - - 7 SIDE VIEW OF CHANNEL 19.70" POLYDRAIN CHANNEL HEAVY DUTY IN -LAY GRATE LOCKDOWN BOLT 6.1 BEDDING CONCRETE Hnmfl H PLAN VIEW 19.70" --------- A A .4" 1 1 1 8. 19.1" T 18.1 22.5" LH N, 4"PREFORMED CUTOUT OUTLETS SIDE VIEW 6" PREFORMED CUTOUT OUTLETS CATCH BASIN TRENCH DRAIN INSTALLATION NOT TO SCALE I wNtESS OnIfFIVASIL NOTED, EXISTING UTILITY L-OCATIONS AS SHQ*4. ARE. BASED ON AVAILABLE INFORMATION. ALL EXISIING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION, 2� ALL OT111TIES ARE TO BE STAKED IN THE FIELD R'r A LICENSED LAND SURVIEYOR PRIOR 10 CONS"RUCTION j TWS Pt AN IS INVALID LiNLISS 11 BEARS THF mPRfS5tON S[AL AND ("_GINAI StGNATURE I,+ 1,Vif, PROFESSIONAL ENr3NE[R/SURVEYOR. REVISIONS - 2 8-28-1998 Approval Commeints RA 1 8-11-1988 S.W. Comments R I - NO DA TE DESCRIP TION 1 13 \( INSTALLATION GRAPHIC SCALE 40 0 20 40 80 I I I 5mml!%NNMNE!!! ( M "ET I inc h = 40 fL PLAN VIEW NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BAS114 WHERE HEIGHT OF STRUCTURE EXCEEDS a rr T Q r r_r_ I. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL, EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12*' 8. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6- OF 3/4- TRAPROCK UNDER EACH STRUCTURE AT BASE. TYPE 'C-L' CATCH BASIN not to scale D C (BARREL) B SLOPE LINE 1 MIN. i I 7� WALL (SEE NOTE 2) SECTION X_X A 4'-4" PLAN VIEW APPLICATION OF GRADE-,,,, NOTES: 1. ALL EXTERIOR WALLS OF CATCH BASIN WILL BE FACED, PAINTED AND GROUTED VVITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEE T. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE PIPE OUTLET FROM THE CATCH BASIN. 6. WERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12' 8. PROVIDE M1141MUM 2'-0' OF COVER OVER PIPE AT BELLS 9. PROVIDE 6- OF 3/4- TRAPROCK UNDER EACH STRUCTURE AT BASE. 1'-7 3/8 1,-(54- 8" V-1 5/8" 4'-8 3/4" PVMT. CROSS-S - - - - - - PE BRICK LEVELERS ---------------- L Li T ED 4 Uj -1 �781 /4 Uj _j 28 3 35/8"- . 3-5/8' 74� x < Uj I Uj T N V) - z z 0 U) 0 00 r z 'Z 0 - r -_ - -,- f LL) y LLJ 7 (n I 6 < I U C _j LZ'-' I- < - I Z '--CLASS 'C CONC. OR PRECAST CONC. BLOCK 01 1 4- ; ! I 81- 3'-0" '\\-CLASS 'C' CONC. 4'- 0- 1 4 4 5'-4- SECTION B-13 SECTION A -A TYPE 'C' CATCH BASIN not to scale 14 BARS 0 12"O.C. PAVEMENT 5- THICK 4000 # CONCRETE SLAB SEE PLAN FOR DIMENSIONS 00 0 00 .0 00 0 0 a 0, 0 x 0 X, 9" THICK PROCESSED STONE DUMPSTER PAD DETAIL N. T. S. ')ECTIoN DETAIL 'A' nts DETAIL 'A' FOR USE WITH COR- RUGATED METAL PIPE 54" OR LARGER. 17� END VIEW POURED CONCRETE CUTOFF WALL OR PRECAST CATCH BASIN SUMP, ANCHORED TO CULVERT END FLARE DIMENSIONS FOR REINFORCED CONCRETE CULVERT END REINFORCEMENT OW� tA�S ONLY IN CENTER Of WALL MIN AREA OF he AREA OF DIA. A B C D E F R, R, LONOTLONALS TRANSVERSE STEEL I soll N.PER FOOT SO.W.PER FOOT 18: 9: 2'-.3' S-10, 6. -1. S-0- 2-5' V-3 1/2' V-W 0.080 0.060 21 9 2- 11" X-2' 6--l' S-6" 2'-7 1/2' V-4' i .-I . 0.066 0.066 24" 9 1/2* Y-7 1/2' 2'-6' W-1 1/2' 4'-0' 2'-9 3/16'1'-4 13li4r V-2" 0.72 0.072 30" V-01 4'-6- V-7 3/4-6--1 3/4 5'-W 3--l- V-6 1/2- V-3- 0.084 0.084 36" V-3" 5'-3" 2'-io 3 W-1 3/4' 6*-0' Y-11 11/15'2'-5/16* V-8' 0.096 0.096 42" V-11" 5'-3' V-1 1 8'-2- W-6* 4'-5 7/8"V-3 1/2" V-10` 0.108 0.108 48" 2--0- 6'-0" 2'-2" 6-2" 7'-0* 4'-6 1/2*2*-4 1/2' 1' - 10* 0.120 0.120 54" 2'-,3' 5*-5" 2'-Il* 8'-4- r-6- V-5 1/2-2�-Sl 1/8- 2 .-o. 0.132 0.132 60' 21-6. 5*-Cr S-3' 8,-3" , W-0, W-1/2- S-11/116- 2'-0- 0.144 0.144 4 . 2'-0- 4'-3/8- 6'-3/8* 2'-0' V-715/16' 10 1/4" 9' ow 0.048 �2: 5 S. 2'-3- S-10" 6'1" 2*-6' 2 -5/16' V-1/2' 11" 0.054 0.054 FLARED END 860-291-8755 DEcTA&S esign &r of essionals, inc. 0krSIGN.- RIAIRA DRA HN.- RA CHECKED: RIAI I joB No: 98-1029 DA 7,-.- JUt Y J1, 1.9,98 I Civil Engineers Planners - Surveyors CIS 165 so�tli scltt,l! ite 5outh wids->r -1-o7 r)60-4 19RAWNG NO.: 1029W 12* COMPACTED SUBGRADE 01.5" BITUMINOUS CONCRETE CLASS 11 SURFACE COURSF 1.5" BITUMINOUS CONCRETE CLASS I BINDER CLAiRS11 6"PROCESSED STONE BASE 6" PROCESSED GRAVEL SUBBASE BITUMINOUS CURB AND PAVEMENT CROSS-SECTION PV!7;JRVEY PRLPARED FOR Maneeley's Inc. 65 Rye Street South Windaor Connecticut PSOIL SEED SHEFT to 1 .1 , *-V, o P 1A A v -4, � Nwr 1540 SULLIVAN &VkNUE! SOU f" VVI40SOR CONN X074 AA F!A CODE 860 / 644-2511 Jul)- 16, 199S CERTIFIFD st ?4624407964 Manceley's Banquet Facility. L.LA; 26.Schweir Road South Witi(lbur, Cl 060,14 Re: Appl. CA108-98 Maneelev's Sauquet Facility west side of Rye Street, I Zone. Dew Mr. Manecky- At t1u: iverting ofthe South Windsor Zoning Board of Appeals held on Jul% 9, 1998. -�u Bcard approved yout requcsL with wuiditions for a vansiricc to Scct:on .1. 12.1 hit willow stonge. sale or exchange of spirituous and alcoholic liquois on picperty IDcated on thowesit side ci�l Rye Street. I Zore The Board concluded the haraship to be the 6c Board fecis a banquet hall -vould have hootcr control of the consumption of alcoholit beverragcs on the properry;f the variaoce is wanted I he cond-tions placed on ih:s Application are as foillouv Site plan approval under Section 6.1.2.7 required for thissimcific use in the Industial Zone by the Planuing & imung Commission. 4n%, neu building, or alteraLon,additions to cxisimg buildings. require 3 hialdin?, permit prior to Stan of ctnivnic(ion. These actions ale effect�ve upor. your Mine 6w enclosed form in -.he rcrivii Clark's Office tit your own expense. Very truly youts MigonilUthokv. ChAirperson U7 Zscrting Boax d of Appeal; MA dr cc. Building Deparmtrit A 14 �A' A �-.k W4405011, CONN UtL),14 154Q SLJLLIVAN AVLNUC 50 f4 AAFA CODE 203;fi,114-2111 I—)t* Micneelty', ;I-incluet FaQlity L.L C ifischwirRoad .. ..... � 1�74 RE: mantViley's Banquet FacilitN 65 Rve AQ� SOlrrH WINDiOft, (T Dedl hff. %faune;ev-_ rl be S.)uth Wendwu W.Iter PulW!on Contiol Authority,at iii 4wial increcting of August %U. !498� �Lave appcoca; fur (tic conneclitin to the Tomicar, sewerate!iymeml 3f a commercial buildi3g ut til Ryis Sir"!. Eis mofe specificalh shown -in d1awing entitied -TtVop%phsc Map -- Rcsurvi,� omvwd W ManAI cy's BaKfuct Fla-f110 1.1 C -- 65 Rye S�wt -- Suoth Wurftlsr. Comw-u-to'hv Design hafmionalli, bit . Soulb Windvm. CurinecuLA Job.14ch 98-10211. Dta*inj; Nu !019W, ShcetNo 6,11 i. dwM Jul).;I, '19106, rio ieviiini-Is, aid subtect tu the fol,owing ccmKhraon� I Technical eppirp%al nfdw Tvwn Ei*incering Departinerit Final ;kuthun(v.3FPr0% Al and he �anjtxry sewerage cuitriecticii, wtU be grien voce Me -ewer line ba been wvWIN and irt-rwilre. t).v dx To" itiul. ind based upor. the %rium %,enficairion of flu 1r)%n L2f! that sad %&Mtal) �CWCT IMC wo. m6allecl in sukstaw,al cmformAme %i,ilh itit: dcs:gn pIsnsprevjk,4i-�j Vpwied b) It Affithw7ty. Arid rnecrmpul'rown rogulnuins x0appirtipnicte 1--clinwa; ic rt"Aing 10 ww".1r; Thi% approval letirT rnua he supentripmed �wi rNe firuri appi-cival p4am Vcr% itul.v icim ThA�Tiifidson. Chunnan Water PnIijilion CarAmlAuifino:% TH -ri. Cr. Nlaa!ww GaAgan, —I lun h1auget k1wimel : (ianwk Dirccint Lit Public Work, Ierry Lamia, Tom Fnizinm, %liar, ,, Biinisc% Dirr�,`w 14 plarinsaig .1,31)n Vc-IlLro Ck,rf Rudding in%pe,-cr 4 Ole 1540 SULLIVAN AVENUE SOUTH WINDSOR CONN Oeciv,& 11V AREA COM 850 1644-2611 WIP 4 A CERTMIED "L August 24,1998 D & L Caron, LL. .,k 159 B urnharn Street 4�-- East Hartford, CT 06MB Dear Madam/Sir. t,4� Re: App! #98-41P,Maneeley's, !tic., Rcilubdivision We ire pleased to advise you that the Planning & Zoning Commission votod on August 18, 1998, to approve with modifications, the above-reforenced application for a Site Plan of Development. This apiptuval is for the restibilivision of two lots located northweatexiy of Rye Street. northerly side of Sullivan Avenue and southerly of Coranceircc Way, I zoac, as shown on plans prepared by Design Professionals dated August 11. 1998, as revind. This approval is subject to the following modifications: I . This approval is for 2 lots, numbered 42 und 42A. L DrIc"rAge and construction for this snbdivi,;ion arr subject to the apprrivid of the Town Engineer. 3. All lots shall be sextriced by the Town of South Winidsor sanitary sower system and arc subject to the approval of the Witter Pollution Control Authority. 4. Water shall be supplied to this subdivision by public water. S. All plam used in the field by the developer num hear the stamp and authon7cd signatum of the Town of South Windsor. 6. All casements for conscrviction purposes. JraLnagc or utilities, that may be required in connection with the approval of this subdivisiom must bc submitted on standard Town casement form where appropriate. to this Cotrunission prior to filing the mylam and Issuance of building permits. All deeds for open space, public improvements and roadways must be submitted pprior to requen for Town acceptance; all deeds must be in accordance %ith the policy for accepting deeds and must be approved by the Engineering Department and Town Attornev 7- It for any resoon, finishecl gmding and other individual lot site work is no- cowlefed, the Town Engineer shall daermine the amount ofs. cash bond to ensure final gradmg md Site worlL This cash bond must be submittod prior to issuance ofs, Certificate ofOccupancy. 8. Qu"ity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpoge of determining bubdiyisim bondints, and all bonds shall be posted prior to filing the plum. If the developer chooses to submit a Letter ofCredit for a onin-yesir term, in lieu of a surety bond, said Tmor nirrn,,tit mu, he renewed on a yeativ baiix until completion ofthe deveiannacrt. ffs. new Lcttff ofCredit has not been received within 30 days before the expiration date, the Commission may, at -.is option, call the Low it iq holding. 9. A drainage aste%qtncnt fee in the amount ofS 50.00 shall be submitted to this Commission. 10. No building permits will be issued tmtil all modifications have bew complied witlit. and the final plans have been filed in the'rown Clerk's office, Black and white transparent mylars of Sheet 3 with the above modifications, taigetber with three blueprint copies ofthe entire set ofplans must bc:subTrittcd to this Commission within 30 days to be stamped and signed. rbe Letters of approval ofthis Commission as well as the Inland Wetlands Agicricy/Conservation Commis ior must be reproduced on the mylars. After the mylars have been signed by the CommiLsdion, they will'bic rommed to you for filing in the Office ofthe TownClerk. Afltr filing these plans, a copy of the receipt must be submitted to the Planning; Department Very truly yours, PLANNING & ZONING COMMISSION FACAilw Friclosure cc: Town Engineer Chief Building Official Assr-wir Superintend=.t of Pollution Control Fire Marshal ,a X 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL U11LITIES 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 EN GI NEER /SLIRVEYOR. REVISIONS N 0.. DA TE DESCRIPTION A� Frank.A. Cactro, CliWmar VAl. t August 24, 1998 Certified Mail manecley's Banquet Facility, LLC 26 Sc:hweir Road South Windsor, CT 06074 Dear Madam/ Sir: Re: Appi #098-411', Manceley's Banquet Facility/Rye Street At the August 17, 1998 special meeting, the Inland Wetlands Agt6frilry/Conservaticin Cornmission approved appi 098-41P, Manceley's Banquet Facility, LLC - TWAICC permit for the construction of a 16,516 sq. ft. building and associated improvements on property located northerly of Rye Street and northerly of Sullivan Avenue, I zone.. Assessor*s map #121, pamel 15 as shown on plans prepared by Design Professionals, Inc., Job. No. #98-1029 and revised through August 11. 1998. This approval is subject Lu the following conditions; 1. one blueprint copy of the entire set of plans and this letter reproduced *.hereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considerc� having met this requirement. 2. The application shail indemnify and hold harn-dess the Town of South Windsor against any liability. whieh rnig�t result from the propubed operation or use. 3. The permit is valid for five years and shalt expire on August 17, 2003. It is the lundowner(s)iappfio-ant(s) responsibiiity to track expiration dates and notify the Commission of a renewal request at least 6,b days prior to expiration. 4. AD approvals required must be obtained and submitted pnor to any activity on the site. 5. A contact person shall be identified on the plans. 6. We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 7. The bicifilter in the Swale will be accepted as mitigation for the wetlands taken 4n this project. 8. If the soil permeability ailows for more drainage, dry well/iInfiltrators will be instaUed to accommodate first flush flu". EAWI!pmm Cc- Chief Building Official Planning A Zoning Commission Toivn, Engineer Design Professionals, Inc. Very truly yours, INIAND WETIANDS AGENCY/ CONSERVAMON COMMISSION . ---I, Elizabeth A. Warren, Chairman GRAPHIC SCALE 4C 4C Ar 'Issss ,44 A T - 4 417"'11"i, 4 1 , ms I 06074 1540 SULL VAN AVENUE SOUTH WINDSOR, CONN AREAcooeswia"-2sti ,4:, CER I if NckrL August 24, 1998 4 D & L Caron. L.L.C. 359 Burnham Street Nist Hartford, CT 06028 D= Madarn/.Sir Re., Appl #9941 P. Maneeley's Inc., Sift Plan We are pleased to advise you tha the Planning & Zo=g Commission voted on August 18, 1998. to approve with mc�dilications, the abovc-refmwed application for a Site Plan of Developnicift. This approval is for property located on the wen side of Rye Sftm south of Conitneme Way. I zone. as sho%,.-n an piants prepared by Design Professionals dated August 11, 1998, as revised. This approval is subject to the following modifications, I . Prior to commencement of my site work, z meeting must be hold with rowT, Staff. 2. No building permit will be issued unti I the &AI myl2rs have been filed in the Town Clews office. 3. Tlus 3pplication is subject to the --onditiors of approval of the Wand Wetlands Agency,'Con3ervation Commission. including a bond in the arnount of $5,000. 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1. 10 of the Zoning Regulations. 5. Foolitig drains are required if the building has a basement. 6. A landscape borid in the airount of $5,OW is required and must be submitted prior to filing of mylars. 7. AJI plans used in the field by the developer must bear the stamp arici authori?.,ed signature of the Town of South Windsor 8. WPCA approval is required. 9. Engineciring comments of 8/10,98 must he addressed to the sa�isfauion of the Town Engineer. 10. Architectural and Design Review Board recormnendations to be incorporated in fmal plans: • Cupola to be 8 fed wide • All mechanical equipment to he located toward rear of building • Additional shrubs to be added under tree canopy in tbc can e drive • Maintenance plan needed for cucinyracrus hedge to ensure proper maintenance for screening • Additional lighting in the par" am south of the building to ensure adequate lighting Applicant to retum to ADRC for review of signage, detacils when completed. ] 1, All sediment structures to be inspected anci maintained two times per ycar. 12. One additional tree in each parking lot island (3 additional trees total). 13. The two floodlights sW operate on motion seincsors. Black and white tritlMareirt myi= of Sheet 4 with die above nwilificaLors, together with thice blueprint copies of the entire set of plans mail be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetland-i Agency,'Conscirvation Commission must be m-irroducal on the mylars. After the mvLvs have been signed by the Corrunission. dxy will be ret-anad to you for filbig in the Office of the Town ClerliL After filing these plarts, a copy of the receipt must be xabinitled to the Planning Department Very mily yours. PLAN'qNG & ZONING COMMISSION X4 "4 0 Frank A. Ciastro, Chairman FAC1d1w cc: Town Engineer Chief Building Official Assessor Superintendent ofPcillution Control Fire Marshall 860-291-8755 &esign rof essionals, Inc. I I Civil Engineers Planners - Surveyors - GIS 165 south satellite road south Windsor - connecticut 06074 4 2, A% 5 R r 4. F1 fY I f =M,77 DEsIG.m. R.A I DRAWN RA I CHECKED: 1?JA JC 13 NO.: .98— 1029 IDA TE: 9-8-1998 DR4WIVG NO.: =Droval South Windsor Al. !4, �,k , 0�4y-�, .4 Z4 _4 't Manceleys 65 Rve stireet (Connecticut SHEE a-,/ CI; SEDIMENTATION AND ER05ION CONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE NTH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE NTH THE "GUIDELINES FOR SOIL TER CONSERVATION. EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WA 3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" 4. ALL EROSION CONTROL MEASURES ARE TO BE INPSECTED, MAINTAINED OR REPLACED ON A WEEKLY BASIS OR WITHIN 24 HOURS OF A STORM EVENT. 5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANCES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN OFFICAL. 6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STON� TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS AGENCY. 7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER REQUIRED. 8. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. POSSIBLE. 9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES: MULCH: RATE: HAY OR STRAW 90# / 1000 S.F. TEMPORARY SEEDING: RATE: PERRENIAL RYEGRASS 1.0# / 1000 S.F. 10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY - OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT NTH THE GROUND. 12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 14. SPECIAL MULCHING FOR DRAINAGE BASIN PREPARE SOIL BEFORE INSTALUNG NORTH AMERICAN GREEN S75 STRAW BLANKET (OR EQUIVALENT) BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" BY 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING, ROLL THE BLANKETS DOWN THE SLOPE IN THE DIRECTION OF THE WATER FLOW THE EDGES OF PARRALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA. APPROXIMATELY 12" APART_ 15. THE CONTRACTOR SHALL SPRAY WATER & APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, MECHANICAL SWEEPERS SHALL BE USED ON RYE ST. AND COMMERCE WAY WHERE NECESSARY TO PREVENT DUST BUILD UP. CONSTRUCTION SEQUENCE 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE-CONSTRUC-nON MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRADING. 3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL CO-ORDINATE NTH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 4. INSTALL ER09ON AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRADING. 5. CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DELINEATED IN THE FIELD. 6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABUSH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. 7. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS AND CONSTRUCT PROPOSED DETENTION BASIN INCLUDING OUTLET STRUCTURE AS SHOWN ON THE PLANS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED AS CONSTRUCTION PROGRESSES. THE DETENTION BASIN IS TO BE STABILIZED PRIOR TO THE DISCHARGE OF WATER TO IT, 8. INSTALL STORM DRAINAGE. PROTECT TOP OF CATCH BASINS NTH HAYBALES AND FILTER FABRIC AS SHOWN IN THE DETAILS. 9. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR LOAMING AND SEEDING. 10. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. ESTIMATED START DATE FOR CONSTRUCTION - FALL 1998 ES11MATED COMPLETION DATE FOR THE PROJECT - SPRING, 1999 SEEDING SCHEDULE ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED NTH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL NTH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SO. FT. PERMANANT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWNG MIXTURE: KENTUCKY BLUEGRASS 45% CRELPING RED FESCUE 45% PERFNNIAL RYEGRASS 10% APPt Y I POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AY A RATE OF 500-900 POUNDS PER 1,000 SO. FT. OR 10- 20 TONS PER ACRE. TEMPORARY VIEGETATIVF COVER I DING DATES: MARCH I TO JUNL 15 AND AUGUST 1 TO OCTOBER 1 ANNOAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 I'ON$ PER ACRU. fill "II11ilh- 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 PRIIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESS40NAL ENGINE ER/SURVEYOR REVISIONS 2 8-28-1998 APPROVAL COMMENTS RA 1 8-11 1998 S.W. Comments I RA fN 0. DA TE DESCRIP TION 1 13 Y 1. SET POSTS AND 2. STAPLE THE SILT ANGLE POSTS EXCAVATE A 6"x6' TRENCH FENCING TO THE 5* UPSLOPE UPSLOPE FROM POSTS. END OF THE POST FOR STA131LITY PaST SILT AND SELF- FENCING CLEANING. 12" MIN - L`_1__F_ - 3. ATTACH FILTER FABRIC TO 4. BACKFILL T14E FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FA13RIC IT INTO THE TRENCH THE EXCAVATED SOIL BACKFILL ze PLAN VIEW R FILTER FABRIC MATERIAL :T D.O.T. 2" STONE TO BE PLACED SEDIMENT AND EROSION ---T FOR PAVEMENT WIDTHS EDGE OF PAVEMENT THRU STREET ANTI -TRACKING APRON N T S NOTES: 1. Baffle construction to be of cost material with thru holes above outlet flowline, or mortared cement blocks with weep holes above outlet flowline. 2. See standard details for catch basin frame & grate, manhole frame cover, misc. manhole details, and typical trench section. 3. Aluminum steps shall be installed at 12" vertical intervals from 12' (max) below top of frame elevation to 412w (moxi above inside bottom elevation at each access point. 4. Structure shall meet H-20 loading criteria. ADJUST TO GRADE WITH MAX OF TWO COURSE OF BRICK . . . AND COVER 1 Go 2'- 8 3/4" 10" MIN L I I V-10" 2'-1 5/8" 2'-13/8�� T.0 , V-1 11 HEIGHT OF BAFFLE 8- EVEN WITH CL OF OUTLET PIPE 3' - 8" 8'-0" 91 _O" - SECTION A -A 4" 1 Beam (9.5#/ft)- STD. TYPE "C" C.8 F_ FRAME AND COVER TD M H FRA 2'-7 CURB LINE LIN1_ M 0 cr < 1" DIAM. BUTYL > RUBBER SEAL - OR EQUIV. Uj T_ y- ALUM STEP Uj L L ID 6`0 - ---------- 7'-0' -1 SECTION 13-13 TION STRUCTURE SEDIMENTA not to scale PIPE DIAM. A B C D E F G H WT RIP -RAP IN TONS 15" 10' 7 1-1/2' 1 1 4-1/2' 1-1/2' 3' 6 18" 12' 8' 2' 1 5' 2* 4' 8 21" 13' 9' 2-1/2' 1-1/2' 1' 7' 2 -1/2' 4-1/2' 12 24" 17' 10' 2-1/2' 1-1/2' 1' 8' 2-1/2' 5-1/2' 15 30" 20' 13' 1 3 2' 2' 9. '31 6' 22 F- 36- 22' 1 16' 3-1/2-1 2' 2' 9-1/2' 3 7' 1 ENERGY DISSIPATOR DETAIL nts GRAPHIC SCALE 40 0 20 40 80 IN FEET ) I inch = 40 ft. E.) EARTH OR STONE ANCHOR PILE CB GRATE FILTER FABRIC 1. EXCAVATE A TRENCH 4' DEEP AND THE WIDTH OF A STRAW BALE. FILTER SUEIGRADE SUBGRADE FABRIC C8 TOP NOTE - REMOVE CB GRAM PLACE FILTER FABRIC. REPLACE GRATE TAKING CARE NOT TO DAMAGE FILTER FABRIC ANCHOR WITH STONE OR EARTH PILE. k-11:4 111 IVA 1112 1 VIA I lei 2 Reis] 2 11 Ns] 4 9 STORM SEWER STRUCTURE FLOW FLOW L7 ANCHOR 'WITH TWO 2"x2"x3' STAKES IN EACH BALE L�� / rM) -pr HAYBALE INSTALLATION AT CATCH BASINS N NOffDl (64&lf Channel Applications 2 tAW BALE 2. PLACE AND STAKE STRAW BALES, TWO STAKES PER SALE. '-BINDING WIRE OR TWINE PACKED STRAW PLAN VIEW COMPACTED BACKFILL i 4. BACKFILL AND COMPACT 3. WEDGE LOOSE STRAW THE EXCAVATED SOIL AS BETWEEN BALES TO CREATE SHOWN ON THE UPHILL SIDE A CONTINUOUS BARRIER. OF THE BARRIER TO PRE- VENT PIPING. BOTTOM OF DRAINAGE WAY PLAN VIEW B [V//�-,�, 1/1 A MIMI 11001 ------ BE HIGHER THAN ELEVATION AT POINT B. CROSS SECTION BALED HAY OR STRAW INSTALLATION 4 1. f4"e sc!I before Installing blar"ts, vvidtPi of the clianne!. MJCC d WLVkJ includM aWlication of lime. ferb!�zer rOW4"belowinefifst fowinastaygerec: a(vi sem. pettem i Beqin at the topof the channel OyAn- B_ chorrig the blarkeE in a 6" deep x 6" anchored �i a 6deep x IV wicle trer x t i wide trench Backhn and compact the Backfill jrd (oftipac, VK: tfet--h after trench after stapiirg �Wpl,nq 3. Roll ce-iter Dlaniceir in oirect#on of water A now or borom of channel 4 FWLe oWr*M end over end (shngle Critkal Points S?ylel witha 6- overlap. USt d double A. Overlap� and scd C �A row cd staqqered stap;es 4* apart to 0. Projected wedei Ii TZ' Smute DwActs C Channel toaoq 5 Fuji 1"rh edge of blankets at top side slcpf, wymes XL of wkslopes must be anchored in 6' deep X 6' WICIC trenCh RaCkfill and comp.:K-t the trench after staplN. NOTE: HoriAxiled Stav;e Spacing Sliould 6. Rankets or Sick- sk*x,% rriust be over- be altered it necessary tu ilicm, stapie%!o, WW-,d 4- OV&r the center blanket secure ttw critical pi)inNd:jng OW01,W -lei and SM,Pd �Urf* P. 7 In nixelityri/high flaw rhannt-I 4)p Ica- REFER TO GENERAL STAPLE PATTERN tiom. a staple chetk slot is recom-' GUIDE FOR CORRECT STAPLE PAT- inended at 30 to 40 fc4x intervnis Use TERN RECOMMENDATIONS FOR arowofst,3p'f-,4" Wrrovertirt-raire 0�� 860-291-8755 DETAUS esign rof essionals, Inc. & DESIGN- RA DI?A w RA CHE_CXFD.- R,1A I IoB No.: 98-1029 DA 7E., 8- 11 - 98 I Civil Engineers - Planners - Surveyors CIS 1. 165 south satellite rood - south windsor - Connecticut 06074 DRAWAIG NO.: 1029r14 T.S rATTAII q qPArFr) 1 R" Or. PFrFqlFr) 6' 110' 6' SEDIMENTATION CHANNEL DETAIL N. T. S. Slope Appikations 1. Piepare sotl befefe instafting Wnkrt%. iF1(IkXfl,Vj "'1"' 01 Iff7w, kall Lef emi weif ingSCC225, XTE 0 !,1 US do oc seftl rvepart-darf-a lCr225 rr".: be risra,fecl wMpaper siaeclown 2 Beginat (,V top W che Vope Dy ancrm-V Me blonket.na 6deep x 6"vvide trench &x"llind comWct LI-0 trmrh akit SWIN 3 Rail wit tA-K*em Aiwr� Lhe sjupe ri trie dre-Tiorl 4 Inc WAf 0(*v )TONE 12" 4 Tt-P ct*jm of rAVaIW b.%-kft mist De SL4*0 -M approximace'y 2' owqap 5. WtIenDWr*MIT1US(OeWedCC%Pn" *4*-. o1wr A~s erkl over eno jsrr,-qe ;ap SLV* thirDUO OW-W)jX11 .01-.4 AWaximalft Ir apaq REM TO GENVIIAL SWU PATTWY GUIM " COMN9CT SLAM PATIM 111111111CONM040ATIONS FOR SLOPI 11116VALATIOW Afaneeley's Inc. (55 South Windsor Connecticut 1 t I mw>-W-Ozw 0 oG o� oG � I 0 0 9 � � M � o � Q co --------------- 7 ju 0 in z C>00 01 ----------- ----------------------------- CONFERENCE/ u TABLE j zuj STORAGE z 0 0 u io U- WOMEN 0 L I uj FACE OF FOUNDATION uj . ............ BANQ UE T A cn cn O w O OF ail i i- o � 0 LIQ UOR 0 - I I o - - -- - - - - - - - - - - - - - w 0 _ ®omm -4 z c z 00 STORAGE/ U LU PICKUP FREEZER LOBBY LU W Z 0 WASH I SERVICE u BAR U Z z iUj old, - - - -- - - - - - - - - - - - - - COOLER KITCHEN 41111- OIL. CASHIER MIKE BANQUET B o Jill 2 % MEN 1 BRUCE COOKIE FLEET OFFICE/ BANQUET CONFERENCE 0 BOOKKEEPING C) RECEIPTS I 01 1 K 01 FACE OF 1% FOUNDATION 181-1111 :20'-0" :20'-0" KITC?fkF" O I ---i IT-011 0 L- - - - - - - - - - - - - 0 DOWN MEZZ-41VINE l JOB NO: DATE b-14-qb SCALE DRAWN BY: AAM I l • ,■■■..■■■ r=-7 � /� t ,17- t7 I r7 \ / A -71 � 1� 1 I I\ L / I x I I__ I- I- V r-t 1 I L__/ I x RIGHT ELEVATION NORTHEAST ELEVATION LEFT ELEVA71 SOUTHWEST ELEVATION q q 7-I 7\/A7l ( t\ MATERIAL L157 / I \ r'.T A 1.Ir-IV.I - -n! A kif AA=T A 1 [!:l/1OF m Q IIIIIII z O_ O ^H J _U F- U w Z Z O U O F- Q F- N Q w F- W w w F- N Ix w m O 0 W C� lZ 0 rA UW VW WZ -U =Z UW Q Z 0 } W J W JOB NO : dry+ -toy DATE : e-14-416 SCALE DRAWN !4Y *AS A 2 WW>_W_0ZW - . %= .74 .7 4 t 7. 4, 4. 2 43 2. S1 2. t 2 200 .00 1.0 0 I ZA E-P.A. of 2.1 ft' Max weight 45 lbs • Multi-facctcd one piece hydroformed aluminum spccular anodized reflector provides high cfficiencyind controlled Trunnion Mounting Knuckle Mounting "Batwing" shaped light distribution. • Heat and shock resistant tempered glass window. 16 9/16' 9 5/16' • Gasketed full size door assembly hinged and secured by r four captive screws. , 7- • High pressure die cast housingand door painted dark 18 1/16' bron7c enamel. • Knucklejoint option, designated by a prefix BSKK,, 20 13116* - - I ')., IpQ I-) yg-, f..n% . -1 111" 1 ... I—— I I , - - 11- I I foul Its, 011 G OkG.10`0 WLJ)A.1 114 IVII6t1.;11%JII* • Trunnion mount, designated by a prefix BSKT, attaches to various accessory mounts as shown in BSKT L 1 illustrations. • Vertical aiming marks on knucklejoint at 15"increments 3 IV and serrated joint fincilitaleahning. Knucklejoint is .%ectired lo lenons by lighlening lwo allen head settws, 7/11, On 9/1n, III" • Mogul hitsc smkct. nomovnwo • Prcwired for convenient installation # 16 AWG SF-2 covor for w1ring (SEW-2) leads extending 6" from knucklejoint access compartment on knuckle models, # 14-3 AWG SOW 90 cables ex nding A ft from housing on trunnion models O.Z7 0.Z0 0:1".JV \\25 33 - Rx)tocontrol receptacle factory installed when specified. C 29 O-Z3 0.17 0.15 0.* '50 - CSA certified & UL listed. 5 's S A3 - Indoor and outdoor applications. 33 C 4:; 0. 3: 0. 19 0. 10 0. 20 5 C .44 2 5 7 3 9 C 3.4S 0.24 0.03 0.12 0. :0) X5 4: C 4 44 C 3 0 .12 0- 20-53 D.S9 C 33 2. 3 0 "S 0-09 0-19 43 3 34 37j= :3 00 Of 4S 0. 67 1 ZA 1 3 09 3 60 C.17 0.09 0 .22 0.39 0.53 0. 1 23Z J�ZIS 1.94 -9 O.Z9 0.14 0.17 0. 0 % 3 s 7e, -5 4/3 sszz` 5Z 33 0.11 .:3 0.33 4S O'Sal .149 1 2 43 2 1. 2 so 0-35 0.23 0.32 3 9 C. 0 27 0 3 3 S4 0. 1 'M : :3 .1 :: 33* ZS 0.19 0.: 1-13 n Z 73 3.CS - C 59 D.S3 C 7 :7 1 S4 t 0 39 0 (I Z' 0-3� S 0 (1-19 /0 2 7 /C 3 3 S4 0 0 29 \Or- _D &S 0.29 0-t-S D Z -i 2 3� i43 3 :4 3 Z& Z 7 /7-- 7 2 4-,t- a 35 S2 7 :5 75 Z 3 7 OOD L OD \1 37 1 C 7 5Z 0 3Z 3 23 C C 52 42:: 7 Z 5Z __2c 3c 3 5: c 33 9 Z 43 0 2 c 53 C 3:1 9 \Z 4 73 2 Z C .3 :Z 55 0 S9 3.2 25 SZ 2 0.33 49 Z 5= 5 3 X-37 3 i3 Z4L 36 000,\ 33 CA MIR C 4 1 C 53 C 37 C c A 35pli!'s D 54� 3-4 O-P ___3 35 1 1 5.1 9 Z3 Z -4S Z 3S 2 3 2 67 0 93 5' S 7- S 64 47 -tS C - ?'-- Z: 2 34 - 3.66 . r-C,. !'T 22 3 17 4.01 2.8 1.92 1. 4 0% 0 3 is 2 1 sa 73 2.19 .09 1 M %311 L. 41 IL 4 0.90 0. 7 t, C 7 -IW-b/go 0 0 .14 0. 0-53 0-60 0. 0. 0.43 0.33 .43 j.()j I 07 1 3 2.45 2.45 -M-58-32 0 3 Do -38 0.43 0.42 0.33 0. Z90 1 6 3.24 4 SO M r6- 9 �6- _-27 10. 27 0 it I . r. 9 1.29 1.31 1. 3.60 3.345jC .23 5.93 7 90 V 4 2.4 5.20 10 S. 4 - 3 7.JS 11 24 4.4 54 C-05 0 12 o is c :9 Al \ O-OS 0.06 C.D7 3 :3 '1,�_ �. S4 `,�_ 'ataloo -No. llall.Lst Type NN"atta(le BSKT20SIXI.CU CWA 20OW HPS BSKT25S1Xl_CU CWA 25OW RPS BSKT40SIXLCU CWA 40OW HPS BSKT75MIXLCU CWA 25OW MH BSKT40MIXLCU CWA 40OW MR V y FIE D FPowerfite I BossKat Heavy Duty Floodlight ISO �Sft_ A4W10WC0**KWW&0UP4AC0ffV$rAW r3 Wr • Knf "iniftv Islub mirfortunn" oolk-s. In hiult oujililv ru=,441 casi Ith"ninuns niotting ivilli milleon Itit-4keling & t4ininti-i-4 Movi hill-411VIIIt. ror long lire. • Shipped prewired with lamp for fast easy iwqtallation. • Multi faceted reflector provides e(Ticient unirtwTn beam spread. "hty only for the light you u%e." jW"L�,p0,px,x5ft.W*WMx,ikCT SaM TdCjV"3WM1 Fix, 0""b~ NOINGLE FPo-w-e -rI ii* -te ANeyKat • More ULft, Fewer FIxtures.. 0 Prewired and Prel2mped for I frotiam Md fthwat &-yom Pff-I& fast installation. - a hiWy efrx*w. comrolkd fight dimfibution- AlleyKat Description Atknn iFeriM oftapto 11[hum powuMin hc%bl. 0 All hardware included Aw 3 • FAIergy Effkient-. ver%atile mounting ixisitions... 01mks &sigsted to defiva maximm lumns to The haw unit coms coaqleft with nNawing • Choice of 3 mountings for indoor and outdoor applications: the tak. Pay mly for HIM you use. hardwme to �otnxnudatc x1f th� touixtuing -Vertical wall mount - Horizontal wall mount Powedhe hit- - Pole mounting Canief Laos - P 0 box S44 - 111*44breek CT SOM - Phimix, CAM 10109�7"I - Fft ("M "04MZ rKW--V-err1iL-. • Highly efficient photometrics 8 to I space mounting height ratio • Available in HPS and Metal Halide. Dimensions F-P.A. of 0.58 f12 Max. weight 17.5 lbs • computer designeA compound parabolic hydrotormed reflector and vandalproof polycarbonate refractor provide *Extend Housing Version maximum efficiency and precise beam control. EIPA=.58 • One piece vandal resistant polycarbonate refractor with T acrylic dark brown finish on areas not emitting light. • The reflector is secured by friction fit. &W • Easy relamping. [7fl • Refractors for I OOW and above ratings are equipped with []] i an internal liner to prevent premature aging. 141n" (Liner replacement is recommended when lamping.) • Die cast aluminum housing with dark bronze painted finish. Housing • Gasketed to seal out moisture and dust. • Medium base lamD included *,Standard Housing Version • Prewired with # 16 AWO leads extending from luminaire AIK-50HPS- 120 or 277 for ease of installation. AIK-70HPS- 120, 208. 240, 277, or MT • All hardware is included for horizontal and vertical mount AIK-IOOHPS-120 and I im" IPS tenon mounting. AIK- 150HPS- 120 • Btillon type pholmontrol IN foclory inginfled whon mpecinc(l A 1K, I WM I 1- 120 or 277 or MT by cotalog number. A mloovo IN provItIcd on lim pholoconlrol *IeWended 111ouxing Vcrivlon 0yo to 11MV0111 luillinitim Cycling rrom Ntnty light, A1K-70lll)S-4H0 • UL listed. AIK- I 00HPS-208, 240, 277, 480 or MT AIK- I 50HPS-208, 240, 277,480 or MT s9leLIJ 2.00 PHOTOMETRIO 1;)IA&RAM 7`xrFE A 7"rFE 5 71rFE C jyrf, 0 5 go 1. 21,,,Y. 2 j �x 1. 73 /9 1 ell 7 r 7 11114 A fR� JPL SERIES 21 LUMINAIRE 70-250 Watt High Pressure Sodium Metal Halide DESIGN FEATURES HOUSING-JPL 21 housings are constructed from single piece heavy gauge aluminum. They are precision cut, die formed, seam welded and sanded smooth. The process assures a weathertight enclosure without the use of sealants while providing crisp 7- 18YA- architectural lines. FINISH -The fixture is sanded smooth then cleaned & etched with a three stage acid base phosphatizing process to insure optimum paint bonding. A finish coat of acrylic -polyester base enamel is applied then baked to produce a hard, durable finish CPilm V=TT 2V4* that is corrosion and abrasion resistant. All painted surfaces have a two year limited warranty against fading and peeling. MOUNTING -A 7 inch extruded altiminiimarm rnntnininn hnit guides is provided for mounting to the side of the pole with no visible hardware. DOOR FRAME AND LENS -The heavy duty aluminum door frame contains a clear glass lens that is tempered and impact resistant. The assembly is fully gasketed to protect the internal components from moisture and atmospheric contaminants. The door frame hinges toward the pole for unobstructed access to electrical components. OPTICAL SYSTEM -Primary and secondary anodized aluminum reflectors are precision formed to provide I.E.S. Type 11, 111, & V optics. A heavy duty mogul base socket is provided with a lamp support to maintain lamp position and consistant photometrics. ELECTRICAL COMPONENTS -Ballasts are high power factor, constant wattage, auto -transformer type with 1800C Class H insulation and capable of starting at - 20OF (- 29 OC). All ballasts undergo a multi -step test to insure adherence to specification tolerances and maximum efficiency. The ballast assembly is mounted on steel drop rods that Ipavp hnth hoinria fran fryinmeur maintenance. --- 0. PLANE : PARKINGLOT #0 POINT SPACING LEFT-TO-R.ICHT = ID ;t POINT SPACING TOP -TO -BOTTOM = 10 ft LOWER LEFTHAND CORNER OF PLANE: X = 14 Y = 213 Z = 0 1 1 r) r-,j r- M M T r- I I -r I I A k I r4i f- I'% r) K I r- M 0`FN r- rl I A k I r- UP P EIR R I kon I HAND C OR INE R Or r- L " 114 r_ X = 513.5 y = 5GG Z = 0 LIGHT METER IS NORMAL TO PLANE AVERAGE fc = 2.44 MAXIMUM fc = 15.9 MINIMUMfc = 05 AVERAGE/MINIMUM = 48.8 MAXIMUMzMINIMUM = 318 TOTAL NUMBER OF POINTS 1154 04C'T "rTT" C_ .0 .1 L V L N ------------------------------ RCC1AA HEIGHT ie A y A TRANSMITTANCE 0 1% RE"FERENCE POINT: X 130 Y = 410 Z C C ZJ7,59 AC 4- F -t�i ti -H Prf 1A I owl IN 12 fir 4� �!m'07 2 0� js 9 267 FIXTURE LOCATIONS - Z A - r% ki ) 4 to 0 10 C> �3 U U LU Z Z 0 U 0 LL W uj Li (n W I- Ck: uj M 0 Ix W() XZ U W W W F-Z UZ Q� W < C4 JUtl NU DATE SCALE NONE DRAWN BY : AAB 0 * !,- A `-�,� ,�,, ", � T-.!' ,,�,41 ,.", , �� . ,,.��,� r4�_��.^14 'r Ix �- , I f , 1". , ,,,��i �: �. " , ! . 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TECHINCAL NAME TREES AR I ACER RUBRUM ARM5TROW--' AS 3 ACER 5ACCHARUM '&REEN MOUNTAIN' BH 3 BETULA N16PRA 'HERITA(5E' CK ia CORNU5 KOUSA "cHINENSIS" Fp a FRA,XINL)5 PENNSYL\/ANICA 'PATMORE' PC 5 PYI;W5 CALLERYAkA 'BRADFORD' FF lq FICEA FUN&EN5 P6 a FICEA FUN&ENS 'r:pLAAJCA' SHRUBS 57' ;24 5ER5ER15 THUMBER&I ATROPURFVREA 'CRIMSON PYr7MY' B& III BUXU5 "61REEN VELN/ETNARDER \/ALLEY" EA 54 EUONYMUS ALATUS 'COMPACTU!5' _r_ 82 JUNIPERUS CHINEN515 'SAN JOSE' TC 61 TAXUS X MED I A '(9REENVqA\/E' GENERAL NOTES PLANTING: COMMON NAME ARM5TRO?4;5 MAPLE &REEN MOU,4TAIN MAPLE HERITA&E BkRCH CHINESE PO&NOOD PAr-IORE AS-4-4 IBRAOFORP F'EAR &REEN cOLOCZADO 5i VcE COLORADO ELUE SPF)CE CRIMSON P'T'6My 0ARBERRY BOx1p%OOD DViARF BURNIW-1 LBUSH SAN JOSE _IUNIPEf.z (5REENYiA\/E 'rEYq 1. AS CON5TRLICTION PROCEEDS, FINE &RADE AND SEED OR 50P AS 50ON AS POSSIBLE TO REDUCE RUNOFF 2. TREE FEW-AN6 SHALL BE INSTALLED AND MAINTAINED IN PLACE AT EX15TIW:, TREES DURIN& CON5TRUCTiON OPERATIONS IT SHALL P_XE REMO\4rED ONLY V44EN CON5TlRJkCTION OPERATIONS ARE COMPLETE 5 ALL V15TURZED AREAS NOT C,O\/ERED BY �XJILr,>iN&, PA\/IW-,, PLANTIN& BEDS OR OTHER IMPRO\/EMENT5 5HALL BE (9RADEP, TOP501LED TO A DEPTH OF 6" AND 5EEDEP (LAM MIX OR V41LDFLOYZR, MIX A5 NOTED). PLANT 5EP5 SHALL BE TOPSOILED TO A DEPTH OF 12" 4 IN ALL SHRUB BEDS TO RECEI\/F MA55 PLANTIW7, PRON/IPE FINE BARK MULCH AS DETAILED. E5TA51_15H A NEAT,,5MOOTH EDGE BETMEN MULCH AND LAAN. 5. A0J)5TMENT5 IN THE LOCATIONS OF PLANT MATERIALS MAY BE NECE55ARY DUE TO LOCATIONS OF UTILiTIES. AP_IUSTt-eNT5 SHALL BE APPRO\/ED BY THE OMER'S REPRE5ENTATI\/E. 5. PROVIDE AND INSTALL N-L PLANTS 5HOM ON THE PLANTIN& PLAN DR)"IN65; THE OUANTITIE5 IN THE PLANI- LIST ARE PRO\/IDED FOR THE CONTRACTOR'S COWENIENCE ONLY. IF V15C,REPAW-4ES OCCUR, THE DRAIONIN& PREVAILS OVER THE PLANT LIST. \ \ LIGHTING LEGEND: NIF � \ 411-0 5HOE50X TYPE FIXTURE - I HEAD P OBEW T L 40 YT IIIIIIIIII-0--m 5HOEBOX TYPE FIXTURE - 2 HEAD Ln_ T 38 ' 4 YiALL MOUN= LI&HTIN(9 FIXTURE I � I � \ f \ / I \ 11 \. / '_ . . 1. . 11�15 . . N11'r - . ��s 11 I /�'\ C OAIMER CE WA Y A SS 0 CIA rES L L' C I \ L 0 T 3 9 [61 CK I .",* , � I ,.,,. L I I t, I I I . . I - I ,:,��. �1": � �i��-�r�,�,"�,�: W, � . - " I � % � . _� _____ I I I , , ,��,�. - - -,�, ."!, , , .. , I 1A, -, I I .;, '... ,4R, -A - 2,54,55-74 . ft , ��.,�*-,:i;�-�:--,%-.-,, ��_ P, E = , , - ,,I ., _q WL 40 - .,-. '. ��, I .. . . 1,1r",.*;%0 I - . . . , I , , ',-, -,,�, � � .. " --- I 1. - ;1� I- �� A - 4' " 5 ". " i7 ., . AREA '_�44'*pl" 1". �"., , - ) 1� �r _11_,� !�:,, ,-",- �. WL I �\ . _ . .. . K-1- . , , - , 1, . .., . % I I.- I 4_4",;!��t,�4 . �W-�a�il.el',,�,"_,", j . A RE., i 1 5!"�8...,4 -I .- - -� . — C, .. ' I I % I'll. �'_k,�,�:,�, I �1* ., .! 1. ; . _ _ I. 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'I " * -, AL - " . .: . , �. . \,��35________ ___ . 't . : , -14 4 / t,,,� �' -, ,,.� , , " �_` , "`"-,.,.,"� .,."".:�.; . � � I . - - ,; - - ,1. , �... - , , % ,.:', - �� I '. � � ..: .. � -,., - , .J %ja-1.15� __ _, - , �,:;�:` ., , '. - i, �:� . '. � , , I __:_ �_:�� . '. -.,-� �;'_, - I . __ SNET , - .!.:'' _ "' '' - ' ,,* - i, , vi - � r, :, I r , , .. -�!�.,i - .; _� i �-J,) C , � ,-�..�, i �:1' _' '�j I -- �v 21 I , , � . I � r. - I 1� '. r . C _ . ,, , - 4 5 - I A� c3j� '10 I ___ I I I 1 UNLESS OTHERWISE NOTED, EXISTING UTILITY I �- � zll - I REVISIONS '_ , LOCATIONS AS SHOWN, ARE BASED ON AVAJLAQL,E � - Y -------- _ 1�!�7 ": '�, I: � I. - 1 jR /1 i /Q.Q ,6nmT10h1A1 01 Ah]Tq IR VNITPA&II-9- � (Oomw% 21 TC \ % � - I W. , � W 0--.11W.-�. - - 1-- I'll, - I'll �� 0 . .. I "'-wo; 11 1k% I .F . . _14 " F40, � rm ; I , __ - - - - ____�;, _____ � SNE I _ - . - , I I . �!, INFORMATION. ALL EXISTING UTILITIES SHOULD -11��"-,�-`,�,��- LWV%,/ %,n - -, - A� / GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION I , - I t p ��, 2 91 . �J, — p 1198 ADDITIONAL TREES IN ISLANDS GRH 40 ^1 20 40 80 2 ALL UTILITIES ARE TO BE STAKED IN THE FIELD I - LAND PLANNERS I I ___1 I — - � .1 " BY A LICENSED LAND SURVEYOR PRIOR TO , , , ,,-� �, I __ - -, j&.�Ikl I LANDSCAPE ARCHITECTS , coNsmc,nON. T11, I . ( IN FEET ) 51 " .0 3, THIS PILM IS INVALU) UNLESS IT BEARS THE � I --- --- . ;71 HOPMEADOW STREET I inch zi 40 ft. IMPRESSION SEAL AND ORIMAL SIGNATURE I SIMSBURY ,'T 06070 �� OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE I DESCRIPTION I B y (203) 656-19" F-AX (203) 656-1217 A,i/ , F' � G OMMERCE- WA �' A 5,50c"'IA TE-5 L L C1 � LOT 40 ! I � -81 ;IL () "I - �u - - - � I ! - � � 141�f C 0A*ERCF_ WA Y , I I —, 50(,-IA T,5 L L C - - , �82 - - - I - I I V-11 SIZE COMMENTS 2!/2--5" CAL. 545 21/2.-3.. CAL B45 8'-10' HT E34 B 6' HT. 545 2�t2'-5" CAL� 545 :2"-:2�-2" CAL. B*B &'-& HT. 545 &'-& HT B&B 18"-24" SPD� CONT 2 &AL. CONT. 3011-561, 5PD. BIB , - 24"-50" 5PP. 5*5 24"-50" SPD. 13413 Planting Detail — Not to Scale VA I — - - W_ _,ft . 0-w a - m I �, - - - ::- . . - - - . � - I - ;�_;____ � ,.-- I - - - __�9,v_�� 17% - , - I ____', -I--,-- ?\� �_ 'D - -1 - - - - - - I ,_-_ I I I I _________ I I , <)_3 . I _�_�_ __- `)Nt, I 1 1701, . - _5' HI&H 5TONE ViALL PLANTER KTH ENTRAW..,E 516IN PLANTER TO BE PLANTED NITH SEASONAL PLANTIN65 HEDCE MAINTENANCE NOTES: THE EUONYMUS PLANTiN&S LOCATED ON ETHER SIDE OF THE MAIN ENTRANCE 5HALL BE PERMITTED TO 6RON TO&ETHER TO FORM A CONTINUOUS HED(S,E AND SHALL BE 6ROM TO A HEI&HT THAT OBSCURES THE VIEN OF THE CARS IN THE PARKIN6 LOT FROM RYE 51 T. PLANTS THAT DIE ARE TO BE REPLACED TO MAINTAIN THE INTEORITY OF THE HED&E i (860) 291-8755 1 - &esign . rof essionals., inc. I I civil engineers a planners a survev(,rs � 165 south satellite road, south windsor. connect, .- , � 4 3 PC I I P, SITE PLANTING I , , OESIGN: G/?/- i ORA WN: /),/� ki U � , " i- ___ xe /Vo.: '98-lu- 1 TE. - 71J 7 /9. 6 DRA WIVC 1VO., %