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HomeMy WebLinkAbout05-58P_SITE DEVELOPMENT PLAN NINA L. KEMENT_MAIN STREET11 R --------- - - - - - - - '�. ..._........_. /• N/F ,-- - - \ ALFRED B. BURNHAMbo / RNHAM B10, USRO / / / ' • ' / "W � ,. �•,./' //�__ �•.,\•:;......_......_... ._..._..:.�•�•'' ,/ S1800615"W 142.83' -� • „ rr -- 1 I ,- \28 � Of 1dE11.A Vk\` -- ------------------ -/' / \`- r /• / cr) / ° cn / / / / / / o N/F r , r o o DEXTER S. BURNHAM 00 / / / / / / i i / / ' \Q i ' \ v O 30 / \ r ,�.��� ��Remains of old ,P RGEL A �� tobacco shed No_0° ,`" , 12 80� AREA = 50 505 Square Feet L, -� 159,65' ' � \o or 11. 7 Acres '�• �' / IP `v '� I\ a9 5 Z�M1 S 16 70' E 50.70 g3 IP PJ19�'20"E 28 rn 1 MAURICE BELOIN - - - - •� I 32 LIESSE M. BELOIN 00 WIN 8E i 725ti N18°O25"E 140.80 cn N/F w ........ 4 o RICHARD E. LAWTON co \ I 1 I JOHN T. CORTESE ' W 30 I` I // o c PV// i \ N o Z 32 ---- I ° �� c bo r I / I i ?, DEBORAH L. CORTEy� \ o 66 r \ -� I 1 1 / I cfl <c ♦ a. \ I I \ ` - - �\` ` _ _ _ +I- 35 �' �1 I_ \\ ` \ \ S25°42'502"W I #78 -� / / i Tw=37.0 1 r, / I I E / 24.3 I --- �� I i FF=38.0 "Raised ;1 �� I I- \\ Y CO _\ /' \� 4 I I ` -''� %�i Inv.30.36 Ranch , �� / I I �`__,--- --- �.3 ' #28 I w I I �_ - - - - - - - �� i PV (min.) GAR.= Z '" - - - i 36.7 /' Proposed Bituminous I i Z� 0 co 36r I L _ Driveway I #30 I - .475 ' - \ r` o I 8-___ 50' BL , 1 - I / I ,' _ I N/F N25°41'45"E I I +I-233' // ^aae foa n ' 105 LF-6;66R-35 1 i DEBORAH L. CORTESE I SEWF,yt'CATERAL - - ` I U Proposed NnotKd n ' CD S� 2.0% (min.) _ _ _ /' \ inn o \ 141970 1 .---------UbMes ' - \ �' ' I - _ 1 IP to be set 109.02 _ CHD 324.20' Ot8D- IP to be set 50.28 CHD _ � 1 ' 23.60 32 - - - - - - N24°57'25"E ' N24°57'25"E - o6°I° EDGE OF PAVEMENT- i'- '0. . P\PE@ / SNET Co. 629 S CL&P 5077 a' 8" WATER SERVICE / M A I N S / ----------------- BENCHMARK \ 1 / \ % TOP OF HYDRANT EL.- 39.28 36 This document and copies thereof are'val'd only N they bear the live signature and embossed seal of the designated professional. Unauthorized alterations render arty declaration hereon null and void. Watergate r H rayd nt PROPOSED - I SEWER MANHOLE TF = +/- 36.2 INV. = 28.26 DOSED 8" SDR-35 PVC PIPE / 90 LF @ S = 0.004 FT/FT +/- 312 If - 8" PIPE @ 0.4% \ _ 8" WATER SERVICE EXISTING SEWER MANHOLE TF --: 36.26 INV(IN) F/west = +1- 27.90 INV(OUT) = +/- 27.88 *Invert to be field verified. �'y \ SEWER MANHOLE INV. _ +/- 26.58 GRAPHIC SCALE IN FEET �0 40 20 0 40 1 INCH = 40 FEET MAP REFERENCE: 1. "PROPERTY SURVEY PREPARED FOR NINA L. KEMENT MAIN STREET SOUTH WINDSOR & EAST HARTFORD" Scale: 1"=60' Date: March 24, 2005. Survey by Sanderson & Washburn. 2. "THE METROPOLITAN DISTRICT GEODETIC AND TOPOGRAPHICAL SURVEY" CGS TOPOGRAPHIC SERIES East Hartford Sheet 348-630. Scale: 1"=200' Date: March 27, 1984. 3. "PLAN PREPARED FOR JOHN F. COYNE Jr. MAIN STREET SOUTH WINDSOR, CT. PLAN - SEWER IMPROVEMENTS" Scale: 1"=20' Date: 5-1-87 Sheet 1 of 3. Survey by Meehan Associates. 4. "WATER BUREAU THE METROPOLITAN DISTRICT HARTFORD, CONNECTICUT MAIN STREET, SO. WINDSOR" Scale: 1"=40' Date 9-2-60. Plan of Water Service. 5. "THE METROPOLITAN DISTRICT BUREAU OF PUBLIC WORKS; EAST HARTFORD MAIN ST. HO# RANGE 1920-1970" Scale: 1"=40' HOR.,1"=10' VERT.Serial No. 15339 Date: May 1972. NOTES: 1. Bearings are based on Reference Map number 1. 2. Elevations are based on MDC Datum. Reference Map 2. 3. Flood Plain Elevation shown at 30.5 4. Wetlands were delineated from the Town of South Windsor's Official Inland Wetlands and Watercourse Map. 5. Indicated Underground Utilities are based on Available Data. The locations are approximate and all utilities may not be shown. Prior to Construction, The contractor shall call "CALL BEFORE YOU DIG" 1-800-922-4455 and have all utilities marked on the ground. 6. Any additional sediment & erosion controls deemed necessary by Town Staff during construction shall be installed by the developer. 7. Proposed grades are subject to change as field conditions warrant. Contractor shall verify elevations prior to construction. If the contractor finds conditions different than those noted on the plan or if conditions are adverse to construction, then the contractor must stop work and notify the Design Engineer. SEDIMENT & EROSION CONTROL LEGEND PS PERMANENT SEEDING GS F GEOTEXTILE SILT FENCE G' E CONSTRUCTION ENTRANCE O P OUTLET PROTECTION ZONING DATA TABLE: ZONE: RR(Rural Residential) Minimum Lot Requirements: Required: Frontage: 175 Feet Area: 40,000 SF Front Yard: 50 Feet Side Yard: 20 Feet Rear Yard: 50 feet Max. Lot Coverage: 10% NOTE: 1.) THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION OF SURVEYS AND MAPS PURSUANT TO 20-30OB-1 TO 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES. 2.) THE TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY. 3.) THE BOUNDARY CATEGORY FOR THE PROPERTY LINES ARE BASED ON A PROPERTY FIRST SURVEY AND IS IN ACCORDANCE WITH A CLASS A-2 HORIZONTAL ACCURACY. 5.) THE TOPOGRAPHY SHOWN ON THIS MAP ARE IN ACCORDANCE WITH A CLASS T-D VERTICAL ACCURACY. 6.) THE WETLANDS DELINEATED ON THIS MAP WERE LOCATED IN ACCORDANCE WITH A CLASS D HORIZONTAL ACCURACY. 'TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON". -- �`1 --- -- ---- ------------- ----------- D A. WASHBURN JR., P.IV,/L.S. #5735 IFDO v O� '.`1'COANrya�czOG 1��'•w�ia1.�: h.''� AG � ti �4 * a, iOP 'r p4 � ♦ G Zv bra � Ne. ATM r T v �f'it `.� •.....i AN A� III of%" SITE DEVELOPMENT PLAN PREPARED FOR NI NA L. KEMENT MAIN STREET SOUTH WINDSOR & EAST HARTFORD CONNECTICUT SCALE: 1" = 40' DATE: MARCH 30, 2005 ZONE: Rural Residential RR SHEET 1 OF 2 w PREPARED BY THE OFFICE OF _ SANDURSON & WMHBURN P.O.BOX 5515 MAIN STREET TARIFFS H LE, CT. 06081 tel (860) 658-2307 f nx (860) 651-7157 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - •� .,,,.•....�...._......._..._._ ..... \ / � /•'• N/F `n ALFRED B. BURNHAM 0 �' BURNHAM •_ G i /•�. �' , / • � I /' \ S17014'2411W ,�. /�,,- .`..•`• _..._.... _.=.�ti S18°06'151V 142•83 / - - - - ---- ------ ���_______ _ ,\ --�.,.,30 Os-- \ � / / / / N/F DEXTER S. BURNHAM \ \ / 26 / 1 / _ ' -'.28 zZZ/ --------------- -� //_----- --- //' CO o1.0 / rn // 0 / O ®n (, 11 n „ �� �� Remains of old ZONING DATA TABLE: ZONE: RR(Rural Residential) Minimum Lot Requirements: Required: Frontage: 175 Feet Area: 40,000 SF Front Yard: 50 Feet Side Yard: 20 Feet Rear Yard: 50 feet Max. Lot Coverage: 10% SEDIMENT & EROSION CONTROL LEGEND lit; PERMANENT SEEDING GSF GEOTEXTILE SILT FENCE C E CONSTRUCTION ENTRANCE op OUTLET PROTECTION / / / / / / / / 32 26- F nli Vv L- L J"A L�\�� tobacco shed AREA = 508 505 Square Feet �,. N50°13'4 0' 15g.65' / 12.80' a\o or 11.67 Acres (� �Q (,'' N20°55'14"E ;� �\ 1 5� o t n .fj \\ B 2332! S50 13 49 E 50.70 \ ...� nN 16.70' / IP IP ` N19�N,Z0"E 28 TOUW OF 0 \ AUTH O lJRE I Inj 1 \ i N/F I - // - _ ------I------ MAURICE BELOIN r. 1 �0 (�� 32 LIESSE M. BELOIN _ LIMIT OF FLOOD PLAIN -ELEVATION 30.5 / �/ / 5"E 140.80 _ _ _ 72.15 \ I \ _ cn 4-10 x12 stairI'll, ° N18 08 2 _ , _ _ - RICHARDNEFLAWTON \ / '� 40 min. _ \ _ _ - - `v I / / / N/F \ `Y' rn 30 I M -6 I // / 40, �1 / JOHN T. CORTESE , \ w M 1- ��32 I ter`- A ' & / \\ N M \ Z r - - - - I / I , / / / �'`,, _ DEBORAH L. CORTEGE \ o 1 --- o cV I I \__�� `�__- /�- CDL<, // I -1 \ \ / \ S25°4252"W I #78 I ��-� / // TW=37.0.Raised � � 'T1`1* / I i \ � // 24.30' I r-- \ -� / FF=38.0 cn a)� / I- \ -- m --\ - / \\ .34 I / / Ranch It , �� // I QQ I �,_,-- \ / PV(min.) GAR.= ILU 36.7 /' Proposed Bituminous I #30 I zez o 00 r L __ / Driveway I 47,58' \ P- 50 BL I fir _ N/F N25'41'45"E � I I l J ads to `o� 105 LF - 6';S15R-35 I i \ DEBORAH L. CORTESE �, � I� W /' SEWER -LATERAL I I \ \ \ / - \ u1 i t_ i / / S =,2.0% min. 1 cs I Proposed ( ) ` - - - - o - Undergrsurfd �.a // ,/ -.� o I # I970 Utirties mt- �,' \ / / ' . I \ \ I IP to be set _ 109.02 CHID 32 _ _ _ _ _ _ _ - 324.20 Totals _ _ IP to be set 1 23.60' 50.28 cH0 N24°57'25"E - EDGE OF PAVEMENT- - J� N24°57'25"E / SNET Co. 629 S CL&P 5077 8" WATER SERVICE I' , V i A I N V 1 REET Watergate -34_�rHydrant BENCHMARK PROPOSED / TOP OF HYDRANT EL.= 39.28 SEWER MANHOLE TF=+/-36.2 36 INV. = 28.26 sU���r�� wiN�saR ��pNP,,yG UEE'T This document and copies thereof are valid oniy if they bear the live 619h9lUre acid embossed seal of the designated protessional. Unauthorized fiIt6l,6lloI g I6lhloi`filly tloolmallon hyl bhi) lull glid Vold, 40 20 GRAPHIC SCALE IN FEET 1 INCH = 40 FEET SEWER MANHOLE POSED 8" SDR-35 PVC PIPE INV. _ +/- 26.58 90 LF L S = 0.004 FT/FT +/- 312 If - 8" PIPE @ 0.4% 8" WATER SERVICE \ EXISTING SEWER MANHOLE Goa TF = 36.26 r INV(IN) F/west = +/- 27.90 INV(OUT) = +/- 27.88 "Invert to be field verified. 6 0i g�t�{;i 4 . �; ,� Goo• o7a0 0 120oT o •� �cati vcJco ORIGINAL INK DRAWING PREPARED BY: SANDERSON & WASHBURN MAP REFERENCE: 1. "PROPERTY SURVEY PREPARED FOR NINA L. KEMEN7 W" N STREET SOUTH WINDSOR & EAST HARTFORD" Scale: 1"=60' Date: March 24, 2005. Survey by Sanderson & Washburn. 2. "THE METROPOLITAN DISTRICT GEODETIC AND TOPOGRAPHICAL SURVEY" CGS TOPOGRAPHIC SERIES East Hartford Sheet 348-630. Scale: 1"=200' Date: March 27, 1984. 3. "PLAN PREPARED FOR JOHN F. COYNE Jr. MAIN STREET SOUTH WINDSOR, CT. PLAN - SEWER IMPROVEMENTS" Scale: 1"=20' Date: 5-1-87 Sheet 1 of 3, Survey by Meehan Associates. 4. "WATER BUREAU THE METROPOLITAN DISTRICT HARTFORD, CONNECTICUT MAIN STREET, SO. WINDSOR" Scale: 1"=40' Date 9-2-60. Plan of water Service. 5. "THE METROPOLITAN DISTRICT BUREAU OF PUBLIC WORKS; EAST HARTFORD MAIN ST. HO# RANGE 1920-1970" Scale: 1"=40' HOR., 1"=10' VERT.Serial No. 15339 Date: May 1972. NOTES: 1. Bearings are based on Reference Map number 1. 2. Elevations are based on MDC Datum. Reference Map 2. 3. Flood Plain Elevation shown at 30.5 4. Wetlands were delineated from the Town of South Windsor's Official Inland Wetlands and Watercourse Map. 5. Indicated Underground Utilities are based on Available Data. The locations are approximate and all utilities may not be shown. Prior to Construction, The contractor shall call "CALL BEFORE YOU DIG" 1-800-922-4455 and have all utilities marked on the ground. 6. Any additional sediment & erosion controls deemed necessary by Town Staff during construction shall be installed by the developer. 7. Proposed grades are subject to change as field conditions warrant. Contractor shall verify elevations prior to construction. If the contractor Inds conditions different than those noted on the plan or if conditions are adverse to construction, then the contractor ITIUSI stop work and notify the Design Engineer. NOTE: 1.) THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION OF SURVEYS AND MAPS PURSUANT TO 20-3006-1 TO 20-3006-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES, 2,) I HE i rPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY. 3.) THE BOUNDARY CATEGORY FOR THE PROPERTY LINES ARE BASED ON A PROPERTY FIRST SURVEY AND IS IN ACCORDANCE WITH A CLASS A-2 HORIZONTAL ACCURACY. 5.) THE TOPOGRAPHY SHOWN ON THIS MAP ARE IN ACCORDANCE WITH A CLASS T-D VERTICAL ACCURACY. 6.) THE WETLANDS DELINEATED ON THIS MAP WERE LOCATED IN ACCORDANCE WITH A CLASS D HORIZONTAL ACCURACY. "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBS-i ANTIALLY CORRECT AS NOTED HEREON". CLIFFORVA/fdVASHBURN JR., P.E./L.S. #5735 -0-- u D� S•ot�2uM 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 TELEPHONE (860) 644.2511 October 17, 2005 1 CERTIFIED MAIL. 7004 1 160 0007 4128 1594 Ms. Nina L. Kemcnt 2q6 Nortl; Ro.^,d Broad Brook, CT 06016 Dcar,Ms. Kemcnt: Re: Appl I! 05-58P, Nina Kemcnt- Samie Stables - Housing/stabling of horses We arc nlenscd t0 advice vmi that the Plnnninn x, �� r voted ^^ October 1 °^^< .. ...e, --....ng .,..mmi°Sion o on , , 20-5 to approve with modifications the above referenced application to keep up to 4 horses. This approval is for the construction of an accessory building to house/sable horses on property located R002 Main Street. FP/RR zone as shown on plans prepared by Sanderson & Washburn, Job N!o. dated March 30, 2005, as revised. This approval is subject to the following modifications: I. The property must be fenced, in whole or in part, to contain the horses within the property. 2. All parking needs must be met on site. 3. l lousing/stabling orhorses is restricted to rear yard of the premises. Use of trailers for stabling horses is not permitted. The accessory building used to shelter or feed the horses must be located at least 125 feet from the street, 40 feel from any side or rear property line, and 100 feet from any dwelling located on an adjacent property. outside feed troughs must also meet these setback requirements. 4. Manure shall not be allowed to accumulate to cause any health hazard, and shall be subject to inspection by the Health Officer. Fly control measures arc required. 5. There shall be no outside storage of feed or bedding material. 6. The applicant should work with the Natural Resource Conservation Service to develop an agricultural waste program. 7. The applicant must work with Town staff as to the location, type and height of the fence (considering the concerns of the adjacent neighbor), with a minimum offset of 3' from the property line. Black and white transparent mylars with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must he submitted to the Planning Department. Sincerely, l trc E l ujew l-lCw Timothy 11. Wentzell, Chairman Planning and Zoning Commission THW/rfs cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Sanderson & Washburn REV. October 24, 2005 Approval Letter dated Octr,ber 17 9nn SITE DEVELOPMENT PLAN PREPARED FOR NINA L. KEMENT MAIN STREET SOUTH WINDSOR & EAST HARTFORD CONNECTICUT SCALE: 1" = 40' DATE: MARCH 30, 2005 ZONE: Rural Residential RR SHEET 1 OF 2 ' PREPARED BY THE OFFICE OF _W SANDERSON & WASHBURN P.O.BOX 5515 MAIN STREET TARIFFVILLE, CT. 06081 tel (860) 658-2307 fax (860) 651-7157 16 m ----------------------------------------------- 100, 1 /•'• N/F / ALFRED B. BURNHAM �� \ .• ,.•-,,,.�• BURNHA ........`.,,, BR'••� I I / ••�. \ I S17°1424"W • • . r - . , ` , ._ ... ` ... .._ ... _ ...._ .�• SIB ° 0615"VW 142.83 000, ------------- 1 \ -- --_ - �26 r - 28 1 .. _ � _ ... ���""NOS PER `�' • _ OF WN -----------------'' --- / / / / \0, / 30 32 11 Remains of ©id 26, ,' P RCEL 'IN' tobacco shed / N50° i 5'49"V4 AREA = 50 505 Square Feet �4 0 159%65' " 12.80 N20°5514 E / or 11. 7 Acres / .' 1� t� a9 �1�N S '49"E 50.7Y , IP t\ 6 0 IP NI 9�127E 28 N/F MAURICE BELOIN '"'---'ram' ..---- "y\�\ i l 32 W & LIESSE M. BELOIN I ��' I �� - ► . • \ M ° 140.8072.15' N18 08 2 _ N/F U3 /' ��.00� ail / R / F I \ RICHARD E. LAWTON r 1 1 p' JOHN T. CORTESE W / / ; - 32 30 1 I // /� PVc I /� & / N . \ Z I / I , i / m- DEBORAH L. CORTE§E bo o d6 o / I --- a> r \ -� /' _ /I d�/ +I- 35 _ / �I I \ S25042152"W I #7 8 I \ - - �' --� ` _ - ' / / / ' Tw=37.0 % / / I j I / 24.30' FF=38.0 "Raised Ranch " __. r 34 In6 rl #2�L - - - - - - (min.)GAR.= WPV j - - 36.7 Proposed Bituminous _o 00 Driveway #30 r` 00 1361 N/F N25°41'45"E I / M 105 LF - 6'%'6R-35 I I DEBORAH L. CORTESE 1� I �a 33 Pro sed / / I / SEWP-LATERAL I _ _ I \ \ / - - - � o ( L I S - 2.0 /o min. ` - Und posed n i ( ) _ - - \ �� in 141970 VbTitiesLID I IP to be set r -'' 109.02 - CHD 324.20' otal ' T ' w �' ' \ "' CHI)I I --- )- 50.28 32 _ - - - IP to be set 23.60' N24°57'25"E ' N24° 7'2 " / �nwloEDGE OF PAVEMENT- i SNET Co, 629 8 au 55071 5 5 E 'i � 8" WATER SERVICE ;MAI N STREET // PROPOSED 8" SDR-35 PVC PIPE Watergate 90 LF @ S = 0.004 FT/FT +/- 312 If - 8" PIPE: @ 0.4% - - 8" WATER SERVICE ---- ---- _---------- ant � 7 /' - SEWER MANHOLE / EXI:>TING INV. _ +/- 26.58 \ / / BENCHMARK PROPOSED SEVJER MANHOLE �b - / TOP OF HYDRANT SEWER MANHOLE TF 36.26 r EL.= 39.28 TF = +/- 36.2 INV(OUTtwest +/- 27.827.90 36 INV. = 28.26 'Invert to be field verified. / r N/F DEXTER S. BURNHAM CID 2 / / / / This document and copies thereof are'viAd only If they bear the We signature and embossed seal of the designated professional. Unauthorized alterations render any declaration hereon null and void, W!zr� I / ,1 kRECEIVED SEP 12 2005 GRAPHIC SCALE IN FEET 1 INCH = 40 FEET MAP REFERENCE: 1. "PROPERTY SURVEY PREPARED FOR NINA L. KEMENT MAIN STREET SOUTH WINDSOR & EAST HARTFORD" Scale: 1 "=60' Date: March 24, 2005. Survey by Sanderson & Washburn. 2. "THE METROPOLITAN DISTRICT GEODETIC AND TOPOGRAPHICAL SURVEY' CGS TOPOGRAPHIC SERIES East Hartford Sheet 348-630. Scale: 1"=200' Date: March 27, 1984. 3. "PLAN PREPARED FOR JOHN F. COYNE Jr. MAIN STREET SOUTH WINDSOR, CT. PLAN - SEWER IMPROVEMENTS" Scale: 1"=20' Date: 5-1-67 Sheet 1 of 3. Survey by Meehan Associates. 4. "WATER BUREAU THE METROPOLITAN DISTRICT HARTFORD, CONNECTICUT MAIN STREET, SO. WINDSOR" Scale: 1"=40' Date 9-2-60. Plan of Water Service. 5. "THE METROPOLITAN DISTRICT BUREAU OF PUBLIC WORKS; EAST HARTFORD MAIN ST. HO# RANGE 1920-1970" Scale: 1"=40' HOR., 1"=10' VERT.Serial No. 15339 Date: May 1972. NOTES: 1. Bearings are based on Reference Map number 1. 2. Elevations are based on MDC Datum. Reference Map 2. 3. Flood Plain Elevation shown at 30.5 4. Wetlands were delineated from the Town of South Windsoris Official Inland Wetlands and Watercourse Map. 5. Indicated Underground Utilities are based on Available Data. The locations are approximate and all utilities may not be shown. Prior to Construction, The contractor shall call "CALL BEFORE YOU DIG" 1-800-922-4455 and have all utilities marked on the ground. 6. Any additional sediment & erosion controls deemed necessary by Town Staff during construction shall be installed by the developer. 7. Proposed grades are subject to change as field conditions warrant. Contractor shall verify elevations prior to construction. If the contractor finds conditions different than those noted on the plan or if conditions are adverse to construction, then the contractor must stop work and notify the Design Engineer. SEDIMENT & EROSION CONTROL LEGEND PS PERMANENT SEEDING V S F GEOTEXTILE SILT FENCE C E CONSTRUCTION ENTRANCE Q P OUTLET PROTECTION 120 ZONING DATA TABLE: ZONE: RR(Rural Residential) Minimum Lot Requirements: Required: Frontage: 175 Feet Area: 40,000 SF Front Yard: 50 Feet Side Yard: 20 Feet Rear Yard: 50 feet Max. Lot Coverage: 10% NOTE: 1.) THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION OF SURVEYS AND MAPS PURSUANT TO 20-30OB-1 TO 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES. 2.) THE TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY. 3.) THE BOUNDARY CATEGORY FOR THE PROPERTY LINES ARE BASED ON A PROPERTY FIRST SURVEY AND IS IN ACCORDANCE WITH A CLASS A-2 HORIZONTAL ACCURACY. 5.) THE TOPOGRAPHY SHOWN ON THIS MAP ARE IN ACCORDANCE WITH A CLASS T-D VERTICAL ACCURACY. 6.) THE WETLANDS DELINEATED ON THIS MAP WERE LOCATED IN ACCORDANCE WITH A CLASS D HORIZONTAL ACCURACY. '70 MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON". e6a",J (zwoz A. WASHBURN JR., P.VX.S. #5735 ,;.°�vN,��rj yq• .. W Aa yA� ooT �.; �� • w p . t SITE DEVELOPMEN T PLAN PREPARED FOR NI NA L. KEMENT MAIN STREET SOUTH WINDSOR & EAST HARTFORD CONNECTICUT SCALE: 1" = 40' DATE: MARCH 30, 2005 ZONE: Rural Residential RR SHEET 1 OF 2 W PREPARED BY THE OFFICE OF _ SANDER -SON & WASHBURN P.O.BOX 5515 MAIN STREET TARIFI-Z'I04 CT, M1 tel (860) 658-2307 6 (860) 651-7157