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Home My WebLink About97-94P_GEISSLERS SUPERMARKET_SULLIVAN AVENUE_1I ZONING TABLE 50 3 49/ 48 0 17A fhrough SULLIVAN A PROPOSED BUILDING ADDITION PROPOSED BUILDING ADDITION A 4 CONN.____R_0_UTE _�O 200, 100' ol 2 0 0' 400' 500, GRAPHIC SCALE I"=200' ABUTTERS WITHIN 500 FEET OF SUBJECT PARCEL WITH MAILING ADDRESSES I BLANCHARD & ROSSETTO ENTERPRISES ZONE - GENERAL COMMERCIAL REQUIRED PROVIDED 189 WEST CENTER STREET MANCHESTER. CT MIN. LOT AREA 15,000 S.F. 848,200 S.F. 2 JEROME J. BERKOWITZ 178 HILLSIDE AVE SOUTH WINDSOR. CT MIN. FRONT YARD 50' 57' 3 GERTRUDE M. & ANNINO PLAGA 7 HILLSIDE DRIVE MIN. SIDE YARD 10, 20'± SOUTH WINDSOR, CT 4 MARY J SEDAR MIN. REAR YARD 15' 1 5'± 47 TROY ROAD SOUTH WINDSOR, CT MIN. LOT WIDTH 100, 1455' 5 RSK—KELLCO INC. 1 750 ELLINGTON ROAD SOUTH WINDSOR, CT MIN. LOT DEPTH 150' 750'± 6 THOMAS R. WALLACE JR 31 HILLSIDE DRIVE MAX. BUILDING HEIGHT 40' 20'± SOUTH WINDSOR, CT 7 MICHAEL P COBURN MAX. BUILDING COVERAGE 30% 7.3% 23 HILLSIDE DRIVE SOUTH WINDSOR, CT MAX. IMPERVIOUS COVERAGE 65% 44.6% 8 ARTHUR FRANCIONE 1 5 HILLSIDE DRIVE SOUTH WINDSOR. CT 9 YOUNG B. & YOOJIN SHIN PARKING REQUIREMENTS: 7 HILLSIDE DRIVE TOTAL BUILDING AREA = 61,046± SF (INCLUDING ADDITIONS) SOUTH WINDSOR, CT PARKING REQUIRED 244 SPACES 10 JOHN J. & DEELA T. MITCHELL 40 WINDY HILL DRIVE PARKING PROVIDED 356 SPACES SOUTH WINDSOR. CT 11 JOSEPHINE MAZZARELLA CALCULATIONS BASED ON THE FOLLOWING PLANS: 135 WOLCOTT HILL ROAD WINDSOR, CT PLOT PLAN PREPARED FOR SAVINGS BANK OF MANCHESTER 12 STANLEY & HELEN B. ZALEGOWSKI SOUTH SIDE SULLIVAN AVE SOUTH WINDSOR, CONN. DATE: 26, HILLSIDE DRIVE S_UT"H 'WINDSOR, "T MAY 10, 1989 SCALE: 1 IN. =20 FT. REVISED: 7-21-89, 8-28989, & 9-6-89 BY ALFORD ASSOCIATES... 13 JON E. & LUCRETTIA G. ROSE 26 HILLSIDE DRIVE SOUTH WINDSOR, CT SITE PLAN - DIPLOMAT RESTAURANT, SULLIVAN AVENUE SOUTH WINDSOR, CT DATE 9-12-83, MAP 5419-A... 14 RONALD F. MARTIN 46 WOODPOND ROAD WEST HARTFORD, CT 06107 15 RONALD MARTIN 46 WOODPOND ROAD WEST HARTFORD, CT 16 FRANK MANNARINO & SONS INC. 310 NUTMEG ROAD SOUTH WINDSOR. CT 17A ARTHUR A. & BARBARA B, ROBBINS 5 WAPPING AVE SOUTH WINDSOR. CT 178 NANCY j. HUTT 15 WAPPING AVE SOUTH WINDSOR, CT 17C BRIAN E & ANNIE G_ CORMIER `19 WAPPING AVE SOUTH WINDSOR.CT 17D ABDALLAH & ELAINE ABOUAKAR 23 WAPPING AVE SOUTH WINDSOR, CT I 7E JAMES C. & ANN—LUZ B. McGOWAN 27 WAPPING AVE SOUTH WINDSOR, CT I 7F FRANCINE J. & ROMAN S. KARP 41 WAPPING AVE SOUTH WINDSOR, CT 17G SARAH J. AUGUSTINE 45 WAPPING AVE SOUTH WINDSOR, CT 17H DOUGALS E. & KAREN L. WETHERELL 49 WAPPING AVE SOUTH WINDSOR, CT 171 SUZANNE KEMPF 21 CHAPIN STREET SOUTH WINDSOR, CT 17.1 JEFFERY A. RODICK 25 CHAPIN STREET SOUTH WINDSOR, CT 17K BRENT A.& KIM M. JOHNSON 31 CHAPIN STREET SO.- WI.ft - 11 17L DEBRA A. SCHUSTER 35 CHAPIN STREET SOUTH WINDSOR. CT 17M HARRY W. & JEANNE G. JOHNSON 32 WAPPING AVE SOUTH WINDSOR, CT 17N LORNA C. & FERANDO K. GRANT 28 WAPPING AVE SOUTH WINDSOR, CT 170 ANGLEA M. NASON 24 WAPPING AVE SOUTH WINDSOR. CT 17P MONICA A DEFFLEY 20 WAPPING AVE SOUTH WINDSOR. CT 170 DENNIS & BRENDA L FOREMAN 19 STOUGHTON DRIVE SOUTH WINDSOR, CT 17R TODD C, CARON P.O. Box 886 WATERTOWN, CT 06795 17S KAREN POWELL 36 STOUGHTON DRIVE SOUTH WINDSOR, CT 17T KAREN L. & EDMUND T. MELIA 30 STOUGHTON DRIVE SOUTH WINDSOR, CT 17U TIMOTHY & CHERETTA HAYES 26 STOUGHTON DRIVE SOUTH WINDSOR, CT 17V RICHARD A JR. & LAURIE A. ZiTKUS 22 STOUGHTON DRIVE SOUTH WINDSOR. CT 17W LUIS F. & ROSANNA M. BAENA 16 STOUGHTON DRIVE SOUTH WINDSOR, Cl 17X MARY B. RAMSEY 12 WAPPING AVE SOUTH WINDSOR, CT 17Y CHARLES W. & SUSAN E. BABELLA 4 WAPPING AVE SOUTH WINDSOR, CT 42 TOWN OF SOUTH WINDSOR 161 NEVERS ROAD SOUTH WINDSOR, CT 43 TOWN OF SOUTH WINDSOR 91 AVERS ROAD SOUTH WINDSOR. CT 44 HAZEL C. STRONG 6 GRAHAM ROAD SOUTH WINDSOR, CT 45 EPIFANIG & MARIA COLON 14 GRAHAM ROAD —1. _ 11 /m 4-z NOTES: 1 THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-30015-1 THROUGH 20-300b-20, THE "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS IS A DATA ACCUMULATION PLAN AND CONFORMS TO HORIZONTAL ACCURACY CLASS "C" AND IS INTENDED TO SHOWN THE LIMITS OF PROPERTY AS SHOWN ON MAPS REFERENCED HEREON. SAID MAPS ARE ON FILE IN THE TOWN LAND RECORDS. 2 THE PARCEL IS LOCATED WITHIN A GENERAL COMMERCIAL ZONE. 3 THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE AS OBTAINED BY FIELD MEASUREMENTS, RECORD MAPS. AND OTHER SOURCES OF INFORMATION AND SHOULD BE VERIFIED BY THE DEVELOPER OR CONTRACTOR BY CALLING "CALL BEFORE YOU DIG" AT 1-800-922-4455 PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. 4 THE UTILITY SERVICE FOR THE PROPOSED BUILDING ADDITIONS TO BE CONNECTED TO EXISTING BUILDING UTILITIES. 5 ANY EXISTING UTILITIES OR MECHANICAL EQUIPMENT THAT FALL WITHIN THE LIMITS OF THE PROPOSED BUILDING ADDITION ARE TO BE RELOCATED. THE NEW LOCATION OF ANY SUCH UTILITY IS TO BE COORDINATED WITH THE PROPER UTILITY CO. AND THE DEVELOPER/CONTRAC TOP. 6 THERE WILL BE NO CHANGES TO THE EXISTING SITE SIGNAGE. 7 NO ADDITIONAL SITE LIGHTING WILL BE REQUIRED. 8 THERE WILL BE NO INCREASE IN STORM WATER RUNOFF FROM THE SITE. 46 JOHN K. IDA CUTLER MAP REFERENCE: 36 GRAHAM ROAD SOUTH WINDSOR, CT LAND OF COMMERCIAL INVESTMENTS, INC. TOWN OF SOUTH, CONN. PARCEL :13: TO BE 47 THERESE M DONAHUE LEASED TO ANTONIO REALE, ETAL SCALE: f=40' NOV. 19,1971 REVISED OCT. 21,1980 1118 SULLIVAN AVE SOUTH WINDSOR, CT EVERETT 0. GARDNER ROCKVILLE, CONN. 48 JIMMY C. & KYUNG JA CHO BOUNDARY SURVEY PROPERTY OF JEROME BERKOWITZ 1017 SULLIVAN AVENUE 254 SAND HILL ROAD SOUTH WINDSOR, CONN. DATE 3-10-86 SCALE:1"=20' REVISED 8-1-86 SOUTH WINDSOR, CT MESSIER & ASSOCIATES... 49 JOHN J. MICHAEL SOUTHWINDSOR 40 WINDY HILL RD SITE PLAN SOUTH WINDSOR DEVELOPMENT CO. IN SOUTH WINDSOR, CONNECTICUT SOUTH WINDSOR, CT DEPT. SCALE:1"=40' DATE:11-7-83 REVISED: 11-28-83 & 12-15-83 50 HUGO M. PATELU LPLANNING GARDNER & PETERSON ASSOCIATES... 1135 SULLIVAN AVE SOUTH WINDSOR. CT PLOT PLAN PREPARED FOR SAVINGS BANK OF MANCHESTER SOUTH SIDE SULLIVAN AVENUE SOUTH WINDSOR, CONN. DATED MAY 1, 1989 SCALEA IN.= 20 FT 51 BANK OF SOUTH WINDSOR 1695 ELLINGTON AVE REVISED 7-21-89, 8-28-89, & 9-6-89 ALFORD ASSOCIATES INC. SOUTH WINDSOR, CT 52 BANK OF SOUTH WINDSOR 1695 ELLINGTON AVE SOUTH WINDSOR, CT 53 ROSE D. PETRAITIS 1014 SULLIVAN AVE SOUTH WINDSOR, CT DATA ACCUMULKnON PLAN 54 RALPH C. & MARY T. HALL 1024 SULLIVAN AVE SOUTH WINDSOR, CT GO N;�N. Irvy ftm MAP /%L,N, 't 7 TO BEST MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY COR[T, A, rE. HEREON. I A , LS 10839 w KENNETH R. PETERSON REGISTRATION NO. 11 \��43 W" 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 10SOR C4, AREA CODE 8601644-2511 December 2, 1997 Certified Mail James H. Nilsson, Jr. 4.1 100 Bridge Sti --- 4 RECEIVED East Windsor, CT 00088 DATE_J?�- J081 Dear Mr. Nilsson: % 7 -94P, Geissler's Supermarket Expansion t Re: Appl #97 We are pleased to advise you that the Planning & Zoning Commission voted on Novembe 25, 1997 to approve with modifications the above referenced application for a Site Plan Development for the construction of an addition on property located at 965 Sulliva Avenue, GC zone as shown on plans prepared by Gardner 8& Peterson Associates, Ma No. 1740-2 and dated October 21, 1997. This approval is based on the follo"vin conditions: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permits will be issued until the final mylars have been filed in the Tow Clerk's office. 4"-_, twwnl;� 3. An as -built plan is required prior to issuance of a Certificate of Occupancy per Sectio 8. 1. 10 of the Zoning Regulations. 4. All plans used in the field by the developer must bear the stamp and authorize sianature of the Town of South Windsor. Black and white transparent mylars of Sheet #2 with the above modifications, togeth with three blueprint copies of the entire set of plans must be submitted to th Commission within 30 days to be stamped and signed. The letters of approval of th Commission must be reproduced on the mylars. �*-4& K111 After the Commission has signed the mylars, they will be returned to you for filing in th Office of the Town Clerk by March 14, 1998. After filing these plans, a copy of the recei must be submitted to the Planning Department. Very truly yours, PLANNING & ZONING COMMISSION Frank A. Castro, Chairman FAC/pmrn Cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Gardner 8& Peterson, Inc. 00 00 N 67'30'00" EXISTING BUILDING N/F JEROME J. BERKOWITZ 230.00' S 67*29'47" E N/F GERTRUDE M. & ANNINO PLAGA S 69*46'28 2691 78 15' REAR YARD S 75-00'02 . E 80— 't7 F -4 E ND 0 _F1 le FL= 82— W, 84— efo In, )f n..... . . . . . P 86 9 APPROX. LOCATION OF EXISTING SEWER LINE 1EN _T n`J 8� k CB n 90 TF=88.0 EXISTING PAVED AREA d 40' WETLAI`LD_S_Bf�WEER 0 er APPROX. LOCATION IRL-,. LAJ COMPACTOR ON 10'X 30' PROPOSED . — . . — , � — A — k is CONCRETE PAD T4NSf.ORMER PAD PROPOSED 0 lox a REFRIGEMTION HOUSE is --PROPOSED 11 X 52 90--_ _rT UTILITY HO 11X 42 PSE pt 01 Zi 0 01 92_� a PROPOSED BUILDING >�i ADDITION 0 FINISH FLOOR TO MATCH EXISTING BUILDING (95.93) EXItTINGI BUILDIING AIL FF-9p.93 7W Alk. 49-1 7\9= ,0 CB TF=94.1 - L_ 00 — — — — — — — — — — — — — — — — — — Z C; 3.1 4'-� C� Im 148.80' 167.51' N 67*30'00" W 194 CB TF 92.61 0 C R CB TF=93.92 —19 TF=93.80 18 CB 17 AIL TF=93 16 15 14 13 12 11 10 9 8 7 A 5 4 n;3 57.49' U 011 55.93 1 "1 RIGHT dF VAY EXISTING1 SIGN 50' BUILDING LINE SILT FENCE COVER ON EXISTING CATCH BASIN DURING EXCAVATION WATER SERVICE TO BE RELOCATED 12' x 18' CONC. LOADING DOCK I I EXISTING CANOPY TO BE REMOVED NEW PAINTED PARKING SPACES (TYP.) N/F MARY S. SEDAR PROPOSED PLANTED ISLANDS 1 348.63' APPROX. LOCATION OF 12" WATER MAIN APPROX LOCAT�IION 01 �GAS _�MAIN . .. . .. SULLIVAN AVE CONN. ROUTE 30 PLANTING SCHEDULE: SYMBOL COMMON NAME QUANITY SIZE e) CRIMSON KING MAPLE 4 2"-2.5" CAL. AWL VW CANADIAN WHITE PINE 9 5'-6' HT. Am qW DWARF WINGED ELIONYMUS 13 15"-18" HT. NOTES: 1 THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE PF'r1IIATinwq r)F r'0WWr(T1rIIT qTATF7 Ar.rMI"'Ir'4Z, qrrTIr)Mq ')n_Xnnk_l iHR0_U6H --- 2,0---3,00-b--,2"0,,--T,H,-E-"'M-IN,I-M,U-M--S-T*A,N-,D-A-RD-S--F,O,R-"S-UR-V-EY-S--A-ND, MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS IS A DATA ACCUMULATION PLAN AND CONFORMS TO HORIZONTAL ACCURACY CLASS "C" AND IS INTENDED TO SHOWN THE LIMITS OF PROPERTY AS SHOWN ON MAPS REFERENCED HEREON. SAID MAPS ARE ON FILE IN THE TOWN LAND RECORDS. 2 THE PARCEL IS LOCATED WITHIN A GENERAL COMMERCIAL ZONE. 3 THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE AS OBTAINED BY FIELD MEASUREMENTS, RECORD MAPS, AND OTHER SOURCES OF INFORMATION AND SHOULD BE VERIFIED BY THE DEVELOPER OR CONTRACTOR BY CALLING "CALL BEFORE YOU DIG" AT 1-800-922-4455 PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. 4 THE UTILITY SERVICE FOR THE PROPOSED BUILDING ADDITIONS TO BE CONNECTED TO EXISTING BUILDING UTILITIES. 5 ANY EXISTING UTILITIES OR MECHANICAL EQUIPMENT THAT FALL WITHIN THE LIMITS OF THE PROPOSED BUILDING ADDITION ARE TO BE RELOCATED. THE NEW LOCATION OF ANY SUCH UTILITY IS TO BE COORDINATED WITH THE PROPER UTILITY CO. AND THE DEVELOPER/CONTRACTOR. 6 THERE WILL BE NO CHANGES TO THE EXISTING SITE SIGNAGE. 7 NO ADDITIONAL SITE LIGHTING WILL BE REQUIRED. 8 THERE WILL BE NO INCREASE IN STORM WATER RUNOFF FROM THE SITE. MAP REFERENCE: LAND OF COMMERCIAL INVESTMENTS, INC. TOWN OF SOUTH, CONN. PARCEL :B: TO BE LEASED TO ANTONIO REALE, ETAL SCALE: 1"=40' NOV. 19,1971 REVISED OCT. 21,1980 EVERETT 0. GARDNER ROCKVILLE, CONN. BOUNDARY SURVEY PROPERTY OF JEROME BERKOWITZ 1017 SULLIVAN AVENUE SOUTH WINDSOR, CONN. DATE 3-10-86 SCALE:1"=20' REVISED 8-1-86 MESSIER & ASSOCIATES... SITE PLAN SOUTH WINDSOR DEVELOPMENT CO. IN SOUTH WINDSOR, CONNECTICUT SCALE:1"=40' DATE:11-7-83 REVISED: 11-28-83 & 12-15-83 GARDNER & PETERSON ASSOCIATES... PLOT PLAN PREPARED FOR SAVINGS BANK OF MANCHESTER SOUTH SIDE SULLIVAN AVENUE SOUTH WINDSOR, CONN. DATED MAY 1, 1989 SCALE:1 IN.= 20 FT REVISED 7-21-89, 8-28-89, & 9-6-89 ALFORD ASSOCIATES INC. LEGEND EXISTING CONTOURS PROPOSED CONTOURS EXISTING WATER LINE EXISTING GAS LINE . .. . .. UTILITY POLE EXISTING CATCH BASIN El EXISTING BCLC PROPOSED SILT FENCE EXISTING TREE EXISTING SEWER LINE DATA ACCUMUIAnON PLAN 40' 20' 0' 40' 80' 120' GRAPHIC SCALE 1 "=40' TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECTAS NOTED HEREON. KENNETH R. PETERSON LS 10839 REGISTRATION NO. UUN�)IINUCHUN �)UHLIJULL & EROSION & SEDIMENT CONTROL CHECKLIST EXISTING 12- PAVEMENT SOUARE CUT AND INSTALL JOINT FILLER MATERIAL PERMANENT PATCH (SEE SPEC. BELOW) 4" MIN OR MATCH EXISTING PAVEMENT DEPTH. WHICHEVER IS GREATER 8" COMPACTED PROCESSED AGGREGATE BANI� RUN GRAVEL (DEPTH VARIES) UTILITY TRENCH DETAIL PERMANENT PATCH: TEMPORARY PATCH SHALL BE REMOVED. EXISTING PAVEMENT CUT BACK 6' MINIMUM (OR AS, DIRECTED) FROM THE TRENCH TO MAKE A NEAT CLEAN SQUARE JOINT AND OVERLAP ORIGINAL SUBGRADE. A MINIMUM UNIFORM 4" DEPTH SHALL BE EXCAVATED, CARE MUST BE TAKEN TO REMOVE ALL LARGE STONES AND UNSUITABLE MATERIAL, THE AREA SHALL THAN BE THOROUGHLY COMPACTED. A HOT POURED RUBBER COMPOUND JOINT SEALER SHALL BE APPLIED TO THE CLEANED SQUARE EDGES. A HOT BITUMINOUS CONCRETE MIN (CLASS D.0 T SPECS) SHALL BE APPLIED IN TWO 2- (ROLLED) LIFTS. A 1 1 /2" - 2 TON k EVEN (MINIMUM) ROLLER IS REQUIRED FOR EACH LIFT THE FINAL LIFT SHALL WITH EXISTING PAVEMENT AND CROSS ROLLED IN ADDITION TO THE NORMAL ROLLING AFTER FINAL ROLL JOINT SEALER SHOULD BE APPLIED ALONG THE JOINT AND EDGES TO CLOSE ANY REMAINING VOIDS AND SEAL EDGES. A STONE DUST WLL BE APPLIED PRIOR TO OPENING TO TRAFFIC PERMANENT PATCH TREATMENT 4- 4— SLOPE DIRECTION rl = e00 100 go 100 It I 4-- SLOPE DIRECTION SOIL STOCKPILE Milk PLACE HAYBALE OR SILT FENCE AT DOWNGRADE LIMIT OF STOCKADE "STOCKADE EROSION PROTECTION DEIAIL N. T. S. PLACEMENT AND CONSTRUCTION OF A SYNTHETIC FILTER BARRIER I� SET POSTS AND POSTS E*XCAVATE A E;" � 6" TRENCH. SET POST i DOWNSLOPE 1000 VtV12 MIN. 1=1 I F— DEPTH 3 ATTACH FILTER FABRIC FILTER TO THE WIRE FENCING FABRIC AND EXTEND IT TO � 11 [,� I THE TRENCH PLAN VIEW BOTTOM OF DRAJNAGCWAY 2 STAPLE THE SILT --1 -.1 FENCING TO FFNCE END POST COMPACTED BACKFILL 4 BACKFILL THE TRENCH AND COMPACT THE EXCAVATED SOIL 111101 I' go logo 10110 Mons loolommommal 0 no oloommul 0 Inman aim 11HHHH! ELEVATION POINTS "A7 SHOULD BE HIGHER THAN POINT 'B" GENERAL EROSION AND SEDIMENT CONTROL NOTES 1 ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION. 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT CONTROL PLAN. 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED IN THE AMOUNT NECESSARY TO COMPLETE THE FINISHED GRADING OF ALL EXPOSED AREAS. 4 ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISH GRADING. IF FINISH GRADING IS TO BE DELAYED FOR MORE THAN 30 DAYS AFTER DISTURBANCE IS COMPLETE, TEMPORARY SOIL STABILIZATION MEASURES SHALL BE APPLIED. AREAS LEFT OVER 30 DAYS SHALL BE CONSIDERED "LONG TERY' AND SHALL RECEIVE TEMPORARY SEEDING WITHIN THE FIRST 15 DAYS 5. IF AREAS BEYOND PAVEMENT ARE DISTURBED DURING CONSTRUCTION THESE AREAS SHALL BE GRADED , TOPSOILED aND FINAL GRADED. INSPECT SEEDBEDS BEFORE SEEDING IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED BEFORE SEEDING, THEN FIRMED AS DESCRIBED ABOVE 6 WHERE GRASSES PREDOMINATE, FERTILIZE ACCORDING TO SOIL ANALYSIS, OR SPREAD 300 POUNDS OF 10-10-10 OR EQUIVALENT PER A(-.RF (7r) POHND-� PFR lnoo -.,F) TEMPORARY SEEDING SCHEDULE: SPECIES LBS/ACRE LBS/100OSF SEEDING DATES ANNUAL RYEGRASS 40 09 3/1 -6/15, 8/1 -10/1 WINTER RYE 40 09 4/15-6/15, 8/15-10/1 SUDANGRASS 11 0.25 5/15-8/15 TEMPORAR'f SEEDING IS NOT LIMITED TO THE SPECIES SHOWN OTHER SPECIES RECOMMENDED BY THE SCS OR AS LIMITED By SITE CONDITIONS MAY BE USED STRAW MULCH IS To BE APPLIED TO SEEDED AREA �T THE RATE OF 1 - 1/2 TO 2 TONS PER ACRE, 70 TO 90 LBS. PEP 1000 SO. FT. FINAL SEEDING SCHEDULE: PROVIDE 4 INCHES OF TOPSOIL MINIMUM, FREE OF ROOTS, LARGE STONES, AND OTHER OBJECTS 'SPECIES LBS/ACRE KENTUCKY BLUEGRASS 40 CREEPING RED FESCUE 120 PEPENNIAL RYEGRASS 40 LBS/100OSF 0.90 -75 0.90 SEEDING DATES 4/15-6/15, 8/15-9/15 PROJECT NAME� GEISSLER'S SUPERMARKET LOCATION: RTE SULLIVAN AVE CT R0I-.ITF 30 PROJECT DESCRIPTION: BUILDING ADDITION PARCEL AREA: 19.5 ± AC. RESPONSIBLE PERSONNEL: WORK DESCRIPTION EROSION & SEDIMENT CONTROL MEASURES DATE INSTALLED INITIALS RELOCATE UTILITIES CONSTRUCT PROPOSED BUILDING INSTALL SILT FENCE AROUND ADDITION EXISTING CATCH BASIN AND ALONG EDGE OF PAVEMENT AS REQUIRED OR REQUESTED FINISH GRADE AND PAVE TOPSOIL, SEED, FERTILIZE & MULCH. DISTURBED AREAS MAINTAIN EROSION CONTROL AS NEEDED UNTIL STABLE VEGETATIVE GROW'TH IS ESTABLISHED PROJECT DATES: DATE OF CONSTRUCTION START DATE OF CONSTRUCTION COMPLETION EROSION AND SEDIMENT CONTROL PROCEDURES SHALL ESSENTIALLY BE IN ACCORDANCE WITH THESE PLANS, AS REQUIRED BY TOWN REGULATIONS, AND THE MANUAL, "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROC FOP CONNECTICUT. BY THE COUNCIL ON SOIL AND WATER CONSERVATION, 1985, REVISED TO 1988 �m .� v