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Home My WebLink About06-38P_HELMAR WOLF & ARTURO GUERRA_989 ELLINGTON ROADprepared bviq. I _ won c civil engineers planners • surveyors landscape architects • gis • gps I 425 Sullivan Avenue Q South Windsor, CT 06074 4 860.291.8755 Fax 860.291.8757 0 f www.designprofessionalsinc.com MAP BLOCK LOT N/F ABUTTING PROPERTY OWNERS 35 4 - G&W MANAGEMENT UNIT M 102 PITKIN ST, PO BOX 280298 EAST HARTFORD, CT 06119 48 28 - JORGENSEN, HOWARD E. 999 ELLINGTON ROAD 48 29 - THE MILL, INC. 989 ELLINGTON ROAD 1 � i RR A•2® DA45 prepared for HELMAR WOLF ARTURt2 GUERRA 909 ELLUNGTON ROAD SOUTH WUNDSOR CONNECTUCUT LEGEND 0 ZONE BOUNDARY LINE RURAL RESIDENTIAL ZONE RESIDENTIAL ZONE DESIGNED RESIDENCE ZONE t THESE DRAWINGS ARE THE PROPMTY OF DESI&N PROFESSIONALS, INC.,., AND HAVE BEEN PREPARES) SP>=GIFIGALLY FOR THE O"ER/APPLIGANT FOP, THIS Pt OXOT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR P:Li'RODUGR ED IN ANY MANNER WITHOIIr THE EXPRESS 1AR1TrEN PERM15510N OF DE516N PROFESSIONALS, ING. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRE5SION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. \Ai, 5�0 SED RECEIVED SOUTH WINDSOR PLANNING DEPT. SCALE 1"=200' Zoning Data Block ZONE: RESIDENCE (A-20) ITEM REQUIRED/ALLOWED PROVIDED I Total Parcel Area — 3.0± ac. Lot Area 20,000 sq. ft. min. 132,410 sq. ft. Lot Width 100 ff. min. 465 ft. Lot Depth 150 ft. min. 315 ft. Lot Coverage 15% max. 7.6% Building Height N/A N/A Front Yard 40 ft. 25 ft.* Side Yard 10 ft. 10 ft. Rear Yard 40 ft. 40 ft. Parking Spaces 266** 191 ** * HISTORIC MILL BUILDING WITHIN FRONT YARD SETBACK: EXISTING NON -CONFORMING ** PARKING REQUIREMENTS: RESTAURANT/BAR: 1SP/50 SF GFA EXISTING: 13,000t SF (ACCESSOR) = 260 SPACES REQ. 191 SPACES EXIST. (INCLUDES 75 OFF -SITE) PROPOSED BAR EXPANSION = 300t SF (+6 SPACES) OWNER /APPLICANT HELMAR WOLF Bc ARTURO GUERRA THE MILL, INC. 989 ELLING (ON ROAD SOUTH WINDSOR, CONNECTICUT TEL (860) 289-7929 1 2 3 SHEET INDEX KEY MAP N ZONING DATA BLOCK SITE PLAN SOIL EROSION & SEDIMENT CONTROL PLANS 06074 GENERAL NOTES: 1. PARCEL A AREA IS 3.0t ac. 2. HORIZONTAL AND VERTICAL DATUM BASED ON M.D.C. 3. WATER ELEVATION APPROXIMATELY 51.0'. 4. WATER'S EDGE IS THE PROPERTY LINE AS PER VOL. 26 PG. 284, DATED JAN. 7, 1845 OF THE EAST WINDSOR LAND RECORDS. 5. ALL MONUMENTS FOUND OR SET ARE DEPICTED HEREON. 6. THE EASTERLY LINE DEPICTED HEREON IS A REPRESENTATION OF A PROPERTY LINE FROM MAP REFERENCE No. 4. 7. FOR A MORE PARTICULAR DESCRIPTION OF THE SANITARY SEWER EASEMENT, REFERENCE IS MADE TO VOL. 420 PGS. 175, 176 OF THE SOUTH WINDSOR LAND RECORDS. 8. PARCEL ZONE IS A-20 AND FP. 9. PARCEL N/F UNDER THE CONTROL OF HELMAR WOLF AND ARTURO GUERRA. 10. TOPOGRAPHY IN 1HE AREA OF PROPOSED DEVELOPMENT WAS FIELD VERIFIED AND MEETS T-2 STANDARDS OF ACCURACY. SURVEY NOTES 1. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300E-1 THRU 20-JOOB-20 OF THE REGULA TIONS OF CONNECTICUT STATE AGENCIES -"STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. SEPTEMBER 26, 1996. -HORIZONTAL ACCURACY MEETS CLASS A-2 AND VERTICAL ACCURACY MEETS CLASS T-D. -TYPE OF SURVEY IS A RESURVEY AND IS INTENDED TO DEPICT THE LOCATION OF PROPERTY LINES WITH RESPECT TO PROPOSED IMPROVEMENTS. MAP REFERENCES: 1. "STRAWBRIDGE CONDOMINIUM -MILL POND ROAD -SOUTH WINDSOR, CONNECTICUT". FORMERLY INDIAN RIDGE, ANDOVER EQUITIES, INC. DEVELOPER. SCALE 1"=100', SHEET 3M, DATED MAY 13, 1985, REV. TO MAR. 24, 1986. PREPARED BY IGOR VECHESLOFF. 2. "BOUNDARY SURVEY PREPARED FOR "LAKEWOOD"-R.S.K. CONTRACTORS, INC.-ELLINGTON ROAD -SOUTH WINDSOR, CONNECTICUT". SCALE 1"=40', DATED DEC. 2. 1985, PROJECT No. 83-58A, SHEETS 1, 2 & 3 OF 3. PREPARED BY FUSS & O'NEILL. 3. "PROPERTY SURVEYED FOR DANIEL KOBYLANSKI-ELLINGTON ROAD -SOUTH WINDSOR- CONNECTICUT". SCALE 1"=20', DATED AUG. 1958. PREPARED BY ALTON E. SMITH. 4. "OPEN SPACE SUBDIVISION A-20 ZONE -PLOT PLAN SECTION 2-PLEASANT VALLEY HOMES II -SOUTH WINDSOR, CONNECTICUT". SCALE 1 "=40', REV. TO OCT. 10, 1985, MAP No. 1612A OF IHE JVU II ri tAINDSOR LAIVD RECORDS. PREPARED B I RIEI`IV E. H 1 IPPA. 5. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP -TOWN OF SOUTH WINDSOR & EAST HARTFORD-WAPPING ROAD FROM A POINT ABOUT 1070' SOUTHERLY FROM THE PODUNK RIVER NORTHERLY AND EASTERLY ABOUT 6300'-ROUTE No. 15". SCALE 1"=40', DATED NOV. 30, 1936, DRAWING No. 132-04. 6. "LAKEWOOD-ELLINGTON ROAD -SOUTH WINDSOR, CONNEC11CUT-SANITARY SEWER PLAN - MAIN TRUNK LINE, SCALE 1"=40', DATED JUNE 11, 1985, REV. TO SEPT. 10, 1985, SHEET 11 OF 18. PREPARED BY PAGE ENGINEERING, INC. 7. "LAKEWOOD-REVISED SANITARY SEWER PLAN-ELLINGTON ROAD -SOUTH WINDSOR, CONN.". SCALE 1"=40', DATED JAN. 14, 1986. PREPARED BY FUSS & O'NEILL. 8. FIRM FLOOD MAP COMMUNITY PANEL NUMBER 090036 007E REVISED DECEMBER 16, 2005. LEGEND = =M-- = EXISTING CATCH BASIN AND PIPE - -C- = EXISTING SANITARY MANHOLE AND PIPE sO.O PROPOSED SPOT GRADE 50 EXISTING CONTOUR ---®— PROPOSED CONTOUR NON TANGENT CURVE A=28'11'37" R=741.84' T=186.29' L=365.04' CHORD S 13'17'39" W 361.37' z�x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z �� ii LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 9/1 /06 PER TOWN COMMENTS JAu �G CZpZLcJ 1 �� 12327 \ IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. GEISSLER, JR., L.S. LIC. No. OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY EX. C.H.D. 58_ _ N A \ ` C I I ! N I / / ,' cepp Qq� EXIST. sLG.NOUHneD LIGHT FUttURE:OOWN / 25. seer msts / _ r / EXISTING R z_J 0/1/V/ //iT / JC YYG/C EA SEMEN T. SEE NO TE No. 7. GRAPHIC SCALE 40 0 20 40 80 (IN"M) 1 inch = 40 ft. N/F '' �., `�,� - -56 MICHAEL & SAMANTHA �IOWARD L. 'ir�QRG_EJaI,S�`lV----�--- _ _ GONZALEZ �• ` EX. P. ♦ \ (BENT) ` ♦ I / ' /' \i5`` ` ` \ ♦ v NIP - /---- _ J14M�S NE_ARY & _� ` s ��t� AOUISE C. NEAAY------ No. ` . \ �EX�PAKING � `. ��\��..J � � � \\\ .' 103�NDTE \` \ `�'. �\• \` \\ \\\ / PODUNK R/ TIER ' EX. LP. \� �, _ __` `� ♦� (BENT) 1 - � � ` ., � MH \ ♦ \ \ `\ / nZX ` ` \ ` ♦ ` ♦ \ V\ TF:61.89 EPROP:�XIggT. ♦ ♦ ` ♦ 61.00� INI>1 (Q8"IN):56.43* _ _ _ - (8"OUT)-55.9t* ` \ ♦ ` \ \ ♦ \ , DEPTH OF EWER TAKEN FROM � � ♦ � � � RECORD DRAWQ ` OF SEWER MAIN. _ _ - ` - - -- (��, \ CONTRACTOR TO FIELD VEf?IFY PRIOR `fQ CONSTRUCTION. A� ♦ ♦ ♦ \ "+ (BENT) EX. P. \ \ 23.35' N39'59'59"E 18.30' ` N 72'40'09"E N/F "LAKEWOOD " Tel. 860 •291 • 8755 o Fax 860.291.8757 es'gn 00rofessionals, inc. 11 civil engineers • planners surveyors n landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 BOUNDARY SURVEY DEPICTING PROPOSED BAR EXPANSION DESIGN: KMI DRAWN.• KM/ I CHECKED: GBS JOB No.: 628 IDATE June 27, 2006 DRAWING No.: 628/628—SI TE. dwo SHEET HELMAR WOLF and ARTURO GUEkRA 989 ELLINGTON ROAD �`� SEDIMENTATION AND EROSION CONTROL NARRATIVE 1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNEC11CUT COUNCIL FOR SOIL AND WATER CONSERVATION. 3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 5. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED. AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS REQUIRED. 6. EROSION AND SEIMENTA11ON CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 7. 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. 8. 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. 9. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 10. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. CONSTRUCTION SEQUENCE 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRADING. 3. INSTALL ANTI -TRACKING APRON AS SHOWN ON THE PLANS. 4. INSTALL EROSION 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. ESTABLISH 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 AREAS OF COMPENSATORY FLOOD STORAGE TO FINISH ELEVATIONS IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED AS CONSTRUCTION PROGRESSES. ESTIMATED START DATE FOR CONSTRUCTION - SUMMER 2006 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2006 LEGEND 10 SILT FENCE/HAYBALES & LIMIT OF CLEARING DING SCHEDU ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL WITH 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 SQ. FT. PERMANENT VEGETATION COVER SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45 % PERENNIAL RYEGRASS 10 % APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100 % APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. 1. SET POSTS AND 2. STAPLE THE SILT ANGLE POSTS EXCAVATE A 6"x6" TRENCH FENCING TO THE 5• UPSLOPE POST UPSLOPE FROM POSTS. SILT END OF THE POST FOR STABILITY FENCING AND SELF- CLEANING. 95' r 12" MIN. 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL COMPACTED BACKFILL ' I I III � I I III -III I ' I l I C I -III I II bi H I CONSTRUCTION OF SYNTHETIC FIL7ER BARRIER N.T.S. 000 00 00000 13 0 0 0 O 6" CT D.O.T. 2" STONE TO BE PLACED 000 00 0 O 0 O O OVER FILTER FABRIC MATERIAL Z 0 0 0 0 O 0 SEE SEDIMENT AND EROSION O 0 0 0 00 SHEET FOR PAVEMENT WIDTHS O00 00 000 00 000 00 000 00 1 , [3 13 13 0 0 0'116, THRU STREET EDGE OF PAVEMENT MARK 61 / _ IL arr it SNET #2351-S / n (OLD) / n r Alf- ' 1 / -------- -54-- / / EXIST. BLD.MOUNTED / LIGHT FIXTURE:DOWN 7 (TYP.) ' NO PARKING EX/S l//V G 55.06 BU/L D/N G 1,1 n FF.� EX/PA ITKI VG 0 PROP. EXPq N ' Ir S/OlV IL J00 / SF) O / t / >� ! A C_ 1 SPILLWAY qrr 10 YEAR FLOOD ELEV = 45. 0 L0 46------- 50 YEAR FLOOD ELEV=47.0 rr 700 YEAR FLOOD ELEV. = 48 5 48-___----- PER MAP REF. No. 8 MILL ON THE RIVER - --RE-5Ty4URANT---77- \ �\ 2 LIGHTS DOWN/SI+DE) 1 111 ---~� tS - - - - - - \ /t 'OOP C). ♦V♦ \ _ ! 2 1 E 1 E '` r .\ \ x + _ 0 YAPLYO' FL 000 EX.A/l1/�� TO4�E0EI/ �6. j .0 _ - 5 ,3 . ' A j 3� l l 10 YEAR FLOOD ELEV. = 53.7 / POD UNK 50 YEAR FLOOD ELEV. = 55. 4 / 100 YEAR FL DOD ELEV. = 56.3 z PER MA P REF. No. S l RCELm 0% r% B / COMPENSATORY \ PARCEL A / / FLOOD PLAIN TF: 56. 5 INV: \\\ \ ----' '�� ♦.,\ EXCAVATION: \ _ _ 740 CF-CUT 27.4 L-CB ''Tj T \BUJ �2) 5'�CPP : \ CY (-11 CY EXCESS - - - - - - - - - - - - - - - - - - - �STORAGE) \ \ \ NO PARKING ` \ ' • / Ole CROSSWALK I \ \ ', .`, ....._.- • • _ _ ` I 4' SID \ \ \ 1 - EX. 1. P. - - II EW • ` - II AL \ \ � I - ll _ o BENT EXIST. FLOOD- LIGHT (TYP.) o \ \ \ ,' X62.. �v;� , APP OX. L C. EXI T. \ \ \ \ \ V*41�4 �o Co \ ORN ENT LTRE S STR NG /LIG TS (BI CH/JA .RED - MAPLE, EX. PA RKING / ANTI -TRACK PA\ r `// ` )\ (SEE DETAIL 6� r � � \ �\ ♦ `11 ♦`,TF: 61.89 EXIST. \ \ !' EX. P. I -' - - _ INV-.(,8"IN): 56.4±* -__ _ TEMPPRIL / (8»OUT)s55.9f* \ �- (BEN T) I O 11 \ '.,� *DEPTH OF `SEWER 7 - -------------- 1 OCKPI,LE \ TAKEN FROM \\ \ �. RECORD DRAW14� \ ♦` {Cb ------_-_-- _--- --- --____ • � OF SEVER MAIN. \\ - - - - --� _ - - - - _ _ -� - CONTRACTOR TO _ - `\FIELD VER F,Y PRIOR \ 6 _ S 7 ,' �'``- - 6 - _ _ .� - _ -c�'-� ; 6Q' � � \\ Y,0 CONSTRU�`TION. ` O , `" 6 ',�c- EX. 1. P. ` ANTI -TRACKING APRON N.T.S. o II x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3, THIS PLAN IS INVALID UNLESS IT BEARS THE 1 8/9/06 PER TOWN COMMENTS JAU IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY THIS PLAN IS FOR SEDIMENTATION AND 20 GRAPHICO SCALE EROSION CONTROL ONLY, AND IS NOT TO BE USED FOR UTILITIES CONSTRUCTION. 1 in IN �20ET ' fL 11A Tel. 860.291.8755 O Fax 860.291.8757 Oesign 0-rofessionals, inc. civil engineers • planners surveyors - landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 SEDIMENTATION AND EF;OO SIOO N CONTROL PLAN DESIGN: KIWI DRAW -RAM I CHECKED: OM/RPM ✓w No.: 628 1DA TE.• 7-11-06 DRAWING NO: /0628/628-ES. dwa SHEET HELMAR WOLF and ARTURO GUERRA 3 989 ELLINGTON ROAD 3 SObl'ICff3l WIIMISOR, COI,\W1EC7CIICBJT