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HomeMy WebLinkAbout01-30P_NGUYEN MAJOR HOME OCCUPATION_ELLINGTON ROAD0 prepared by: C I d NOTES: FFesign rofessionals, inc. is Civil Engineers • Planners • Surveyors • CIS 165 South Satellite Road South Windsor, CT 06074 (860) 291-6755 FAX (860) 291-8757 �^a. -. F 7 � 7 to t^ .k. •g } T g_ "�' r `': "'� j C.� L i ~l i.✓`s °t i '�j xiu>✓�i F�tr�r1� NllL gr 7l7iW caYAei e � ) J A10r 74 ROU `... fidAr/ wA (Pvt SITE `a SHAGeIJSH Z.` 194 P) `Mew 4-0 ARROa (p,t) 6; a.UNGioN t ADc0UA1RO 0 j Rojo '•� us��. � �l O (Pre)CA s ia:.MK/•.. a jam... �. I 1 i A i4 .� - _.A •\ .. ARC � 1 \ PA) �arJ 'E (/ w 1 oy f & DESIGN PROFESSIONALS, INC. LOCATION PLAN NOT TO SCALE THESE DRAWING5 ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE VZZF-D FOR ANY OTME-M ruRPV�E OR BY nf� II O./ 1 MLR Pc��'I�JON OR PE�'«✓vi��G� "�^vr, REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL 916NATUP-E AND IMPRESSION SEAL OF THE PROFESSIONAL EN6INEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY KNOWL G'E .•A1VD BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. F -r — 12882 RICHARD P.-MARTEL LIC. No. MAJOR HOME OCCUPATION UWNEK / AFFLIUAN I NGAN THANH NGUYEN YEN LINH THI NGO—NUGYEN 1430 ELLINGTON ROAD SOUTH WINDSOR, CT 06074 SOrJTI-' 1 n -" 7 PL Nj-1ii'vG L:L:P'% W0 -LO--N 21,2, nlg 0-0z ZEY7 ifAg SCALE- r,& 900" -3�� , AP for AV/F ABUTTER LIST 49 13 1400 £LUNGTON ROAD KNAFEL, HAROLD & JEANETTE 14 1470 ELLINGTON ROAD DOMONT, ✓ULIAN A 16 1540 ELL/NGTON ROAD WILLARD, VIRGINIA M. 19 1355 ELUNGTON ROAD FROM£RTH, HARRY RICHARD 50 1 1448 ELLINGTON ROAD FRITSCH, RAYMOND F. 2 1451 ELLINGTON ROAD GERICH, DUN A & £LIZ48£TH ✓, 3 1451 -_ 'UNGTON ROAD GERICH, OLIN R. & ELIZA8ETH J, 62 8 ELLINGTON ROAD VICTORIAN WOODS CONDOMINIUM 63 19 141 MAIN STREET WILLARD, ✓OHN S. WETHERSFIELD, CT 06109 1 6 Al -- A3 Z0fih9 Data Block ZONE: RURAL RESIDENTIAL RR ITC► 11Lm n0n1 llntn /AI i n1Urn RL.w VIRGU/ HLLVMTCU nnnvinrn I�RVYIULV Lot Area 40,000 s.f. min. 41,377 s.f. min. Lot Width 175 ft. min. 175.00 ft. Lot Depth 200 ft. min. 210.93 ft. min. Lot Coverage 10% max. 4.74% Building Height 30 ft. 30 ft. max. Building Stories 2.5 max. 2.5 ft. max. Front Yard 50 ft. 52.81 ft. Rear Yard 50 ft. 99.47 ft. Side Yard 20 ft. min. 20.55 ft. SHEETINDEX COVER SHEET " KEY MAP IMPROVEMENT LOCATION PLAN ARCHITECTURAL PLAN " ;tote 47 g(Ci� wias,s{�, DATE: JULY 27, 2001 SHEET 1 ❑❑❑ ❑ ❑❑❑ ❑❑ 000 0 ❑ 6 l T D.O.T. 2 S I VIV[ TO BE PLACED OVER FILTER FABRIC MATERIAL 000 ❑ ❑ ❑❑❑ 3001 ❑❑❑ ❑❑ ❑❑® 3001 000300 ❑c1❑ ❑❑ ❑❑❑ ❑❑ 00030130 EDGE OF PAVEMENT THRU STREET ANTI --TRACKING APRON N.T.S. WIDTH VARIES SURFACE COURSE -BITUMINOUS - CONCRETE, CLASS 2 1-1/2-I RISE 1/4" PER FT OR GRAVEL BASE -' 8" DEPTH AFTER COMPACTION PLACED IN TWO COURSES CROSS SECTION BITUMINOUS CONCRETE DRIVEWAY DESIGN NOTES 1. CONCRETE, 4D00 P.SL, 28 DAIS 2. VMEIGHT 300 LBS. & ROWORCEMENT (2) #4 R.R. BAR. 4. (2) 3/4- HOBS CAST IN FOR ANCHORING. 934' 6• 6•�O � ! W ✓b 2 3/4" TYPICAL CROSS SECTION ff:STRAIGHT SECTION _PRECAST CONCRETE WHEEL STOP NOT TO SCALE <4" POST ESSURE TREATED PREFABRICATED RAILS & PICKETS 12" 648-202(02% 24" PROPOSED SIGN: AREA: 2 S.F. 2-SIDED 1. SET POSTS AND ANGLE POSTS EXCAVATE A 6"x6" TRENCH FOUPSLOSTABILIL ITY POST UPSLOPE FROM POSTS. SILT FENCING FR AND SELF- , CLEANING. T❑ BE MOUNTED ON POLE, (N❑ GREATER THAN 6' HIGH) 2. STAPLE THE SILT FENCING TO THE END OF THE POST 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 --111 CONSTRUCTION OF SYNTHETIC FILTER BARRIER NOTES: 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON AND MONUMENTATION FOUND IN THE FIELD AND DEPICTED HEREON. 2. NORTH IS ASSUMED. 3. TOTAL AREA OF THE PARCEL = 41,377 Sq. Ft. 0.94 Ac. 4. PROPERTY IN RR ZONE. 5. PROPERTY IN ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN AS PER FIRM COMMUNITY PANEL NUMBER 090036 0006 D. REVISED FEB. 23, 2001. WETLANDS DETERMINED TO BE JUST NORTH OF NORTHERLY PROPERTY LINE. WETLANDS HUFFER DEPICTED 80' FROM PROPERTY LINE. 6. THE PURPOSE OF THIS PLAN IS TO DEPICT THE CONFORMANCE TO SITE PLAN REQUIREMENTS FOR THE PROPOSED ADDITION AND FOR THAT PURPOSE ONLY. 7. ELEVATIONS BASED ON TOWN OF SOUTH WINDSOR RECORD SANITARY SEWER PLANS. 8. SIGHTLINE MEASURED BY DESIGN PROFESSIONALS, INC. (6/21/01); FOLLOWING CRITERIA FOR MEASURING SIGHT DISTANCE PROVIDED IN AASHTO (AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS) GUIDELINES. MAP REFERENCES: RESUBDIVISION - PLOT PLAN - PROPERTY OF WILLLIAM E. & CAROLYN G. McGILL, ELLINGTON RD, SOUTH WINDSOR, CONNECTICUT. SCALE 1"=40 FT. DATE: MAY, 1972 BY PETERSON & HOFFMAN. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR - EAST HARTFORD - WAPPING ROAD FROM WAPPING CENTER WESTERLY ABOUT 5,200 FT. - ROUTE 15, SCALE 1"=40 FT. DATE: OCT. 31, 1932 NUMBER 1332-01 SHEET 2 OF 2. one I 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY z r LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. I 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 4 I 9-04-01 3 8-27-01 2 8-24-01 1 8-17-01 NO. I DATE REVISIONS REGRADE/APPROVAL LETTER ADD'L. GRADING PER TOWN STAFF ADD'L. GRADING PER TOWN STAFF ADD PROP. SPOT GRADES; NOTE M DESCRIPTION PAVEMENT 5" THtCK 4000 / CONCRETE SEE PLAN FOR DIMENSIONS N /F JULIAN P. DUMONT Flow •o•- Storm Sewer Structure 1540 SUWVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644-2511 August 29, 2001 CERTIFIED MAIL Ngan Thanh Nguyerk & Yen Unh Thi Ngo-Nguyen 1430 Ellington Rd. South Windsor, CT 06074 Dear Mr_ & Mrs. Nguyen: Re: Appl 01-30P, Nguyen MHO We are pleased to advise you that the Planning & Zoning Commission voted on August 21, 2001 to approve with conditions the above -referenced application for a 5-year Major Home Occupation permit to operate a nail salon on property located at 1430 Ellington Rd. RR zone. This approval is subject to the fallowing conditions: 1. The hours of operation will be 9:30 a.m. - 7:30 p.m. Monday through Friday and 9 a.m. - 5 p.m. on Saturdays. 2. Operation of the office is restricted to the present owner. 3. The permit will expire on August 21, 2006, and will have to be renewed at that time. Sincerely, Walter]. Mealy, Chairman Planning and Zoning Commission \\ , cc: Zoning/Wetlands Enforcement Officer � 9.0 Chief Building Official ` Assessor X 100.5 Fire Marshal Town Engineer Z \ Design Professionals, Inc. so��Y k 100.0 ' y x 101.6 l 48 \ \ 8 29 f To Mo/V Q 0) w • �� 80 FT. WETLANDS BUFFER (9 FROM PROPERTY LINE, see note 5 J /e Hayt>ale Installation at Catch Basins 21 n 8 4g jGV 93,E -® Flow Anchor with two 2"x2"xV Stakes in each bale. N /F JOHN B. WILLIARD x 101.2 x 00.4- . 0.0 N I \ \ � 101.2 x 100.8 UPI 3 0 o 0 01000+firsaw,n5aw ' COMPACTED suacRADE / x 102 '� 4'x5' ® N /F R A YM ON D F. cONc AND MADELEINE 0. THICK FRI TSCH PROCESSED STONE � � � x o 1.5 x 101.1 �, -yc 101. ' 2 2 m r, DUMPSTER PAD DETAIL do x , j°� ` �� 12•5' foe°�5 W N.T.S. / 02 5ID I C) PROP Ir;AR.F.F W / g ilk ADDITION=102.C�0 0 EXISTING ROOF DRAIN (TO BE RELOCATED TO Al) X Q�r F.F.-102.00 � 015 z / EX. DECK TOW=102.67 cv is . HAYBALES PROPOSED ROOF DRAIN TO DISCHARGE ONTO SPLASH PAD. ! 103.5 +'� 22, 0 3�•8o g. AROUND EX. DRAINS 3 ® EX. YD EXIST. lolg5 APPROX. LOC. © EXISTING STAIRS (TO BE RELOCATED TO BBUILDING 1) _ - � 1oa90 �p1'$ F.F.=105.84 (DESTINATION X 103.3co PROPOSED STAIRS -- _ GAR./WALKOUT=101.9 j.0 KUNKNOWN) 50 X Y 47.29` O 101.75 1.00 L90 EXIST. FENCE CONCRETE WHEEL STOPS (SEE DETAIL) 3 -"~'-- ----- X __ A 23.0 (TO BE REMOVED) @D PROPOSED SIGN (HANDICAP PARKING) C F 101.s 101.1 I EX. WALK J D O EX. YD O 1PROPOSED ENTRANCE '" 64 TF: 01.10 r �� 101.P4 4! ale'1 1 R" N A A D I F- 20'X12' HANDICAP PARKING SPACE W/3' HATCHING X 102.1 4/ 1 ' _ R=10 , EX. BIT. (TO BE REMOVED) -- _ � 4 Q © EXISTING LIGHT POLE FROM I.P. � J H DRIVEI / % a � xo J 3 _ (>� � 1102 � PROPOSED O EXIST. WALK; TO BE SAWCUT AND PAVED 350 TO I.P. I � \ G � d� STOCKADE AS BIT. PARKING R=10' 9'x18' C2 �;.m o FENCE , M z (4 HIGH) I.P. 0.32 WEST _ 7sP.(TYP.) 5.00' � ���� 0 10�.��, O SAWCUT EXIST. EDGE OF PAVEMENT - MATCH ELEV. _ - - - -_:_�� _ -R=10' X � . 0.56 NORTH OF CORNER WITH NEW PAVEMENT. CRACK SEAL ALL CRACKS AND L E _ S8 °31'43" �O4 SEAL COAT. 8" PI-NE RF RFNAnvFn) 1 0 6 _ _ _ _ 6 PINE 102.75 \103.29 UJ PROP. BIT. PAVEMENT (SEE DETAIL) - - - - 24' 106 (TO BE REM.) `-f - 268.66' TO MON 1 C16 _ 15 PINE UK PROP. DUMPSTER ON 5'X5' CONC. PAD TO BE LEGEND - SCREENED WITH STOCKADE FENCE. (SEE DETAIL) 0 EXISTING IRON PIN ELLINGTON ROAD SIGHTLINE=540f'_�� <-- SURFACE DRAINAGE FLOW DIRECTION REGULATED AREA CT. ROUTE 30 (SEE NOTE #8) © PROPOSED SIGN (SEE DETAIL); SIGN POST TO BE INSTALLED x 101.5 EXISTING SPOT ELEVATION SO AS SIGN DOES NOT PROJECT OVER PROPERTY LINE. xloo•2 PROPOSED SPOT ELEVATION SIGHT LINE > 700' �M CLEAR EXISTING SHRUBS AS DIRECTED BY OWNER. - -98- - EXISTING CONTOUR 102 PROPOSED CONTOUR rrr� mmrll SILT FENCE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. KMI AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. KMI KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. KMI 12882 BY RICHARD P. MARTEL LIC. No. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. � 860.291.8755 ■ JWROV MMU L C A _rW_ W_W PLAA N1 rofessfonals, inc, DES/GN. KM! DRAYYN CHECKED. GBS ■ • Civil Eneineers • Planners • Survevarc ° CIS /GB NO.: 1435 DATF- 165 south satellite road • south windsor • connecticut 06074 I DRAWING NO: SERVERS 1435 � 1435-2 DEPENDENT RESURVEY PREPARED FOR: 1i%arl TA,917 A M ar r1 ty.,0ri eG Q -. Wo EI1I1>ingto rn Road SOUTH WUNDSOP, CONNECTICUT SHEET 2 1/ 9-1 ,� 1 � �..• '♦.. P -. .i:._ SY �t It .�p 3. ,bj_ .»' � `• - 1./ - _ AljY•,tl„` r` 40 1 910 ji .F s Aa•I, i,J'P �T`r _ T � k'w ft '� t .. ;zc_ Z t• t•,r ,.-- .r_ .... :;':" � '.au1'r��t�+,1t.•'¢` ;�"i��T ..r3�t`,�.�,� �`�y�C^�'� ` ��'�ii.. - ... p � tlTJi � t !fir%pr T" S.'2" . it ia• �,��w7 M h hir � .. i, h _ ^fyiri"t�:, '3� w4•• a_. ,.ka "4�. 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S.r;F°g, Aw'11 1 :v'.', f' /r�• .,' W ��; 4!'i ef.� � r �cf5'. � t� ice. �: t 1 .4 j ., r III _fir Yi 1 { W t t E w IF 4 °•'^.rl ..`�trt mA Rao �7 5 r A? - Alit 1, UNLESS OTHERWISE NOTED, EXISTING UIILIIY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION, ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE Of THL PROFESSIONAL EN(vINLI:H/SURVLYUM. NO. DATE DESCRIPTION PROPOSED DOOR PRIMARY ENTRAI` (MIN. 3' WIDTH) D PROPOSED I IN EXISTING Q.H. DOOR OPENING 'l 1 15'-3" FLOOR 7'-6" SIDING EXiSTI.I- 7'-0 X 8 -0 GROUND FLOOR 0'-0" T.O. FOOTING-4'--0" TOP OF FOOTING NOT TO SCALE DESIGN,' _ DRAWN: _ CHECKED: ✓oa No.: 1280 DA 7E:' 7117101 DRAWING NO.: 1435—HOUSE. DWG y.:b, ti r* 1 F 4 1 =r' - r '� v. .�.. , mil' .. ♦ '.. .. :. .� �... 4. a. .. .. u. ...:.. � Vt t n 3 .. .. , ins a,. 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