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Home My WebLink About05-53P_REBECCA FUSCO & DANIEL R. GALOVICH SITE PLAN-SPECIAL EXCEPTION_MAIN STREETi FUSCO & DA NIEL R. GALS VICH SITE PLAN SPECIAL EXCEPTION � TDI CQ ILA MARN 0 �u�U =zu WHND_D Iry 3 010 R C0NNLL__.�CTH,,C U_ Prepared By: Successors to Petersen 6 Hoffman ■ ■ esign Cyrof essionals, inc, civil engineers • planners • surveyors landscape architects • gis • gps 165 South Satellite Road South Windsor, CT 06074 998 Farmington Avenue West Hartford, CT 06107 (860) 291-8755 FAX (860) 291-8757 www.designprofessionalsinc.com RpgO 291 NOR7H J lH�STq� KiHO '• � 291 —f'.. 4 L: -J SITE K!!y0 S�L'Fl • �,: �? ' 30 ROAD R0p0 U �c BURNHAM STREET AST HARTFORD DESIGN PROFESSIONALS, INC. LOCATION PLAN NTS THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR 'f}fE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE IN'/ALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROPESSIONAL ENGINEER OR 5URVl:YOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU ?0-3006-20 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. OWNER (APPLICANT: REBECCA FUSCO & DANIEL R. GALOVICH 215 MAIN STREET SCALE: VmROV AL PLANS = SOUTH WINDSOR UZED SIGNATURE (1�0 1 2 3 4 N/F 500' ABUTTER / /ST ?:AP LOT MAILING ADDRESS OWNER 4 3 39 CLEVELAND ROAD GRILLO MARILYN A. LAKE WORTH, FL 334673813 4 215 MAIN STREET FUSCO, REBECCA 5 222 MAIN STREET JARDINE ELIZABETH M. 6 200 MAIN STREET ANDROSS, PRICILLA M. 7 229 FELT ROAD ANDROSS, NORMAN B. & PRICILI e M. 8 561 ELLINGTON ROAD 04LEY B. EDWARD 79 99 MAIN STREET KILGORE, MICHAEL & CHERYL 5 1 PO BOX 93 JONES ROBERT £. ✓R. 11 6 PO BOX 270 HARTFORD ELECTRIC LIGHT CO. HARTFORD, CT 061410270 7 347 MAIN STREET ODLUM MYRTLE A 15 261 MAIN STREET CULIGAN, PAUL R. 16 253 MAIN STREET SACZAWA, SUSAN 17 245 MAIN STREET MONNES GERALD W. 18 237 MAIN STREET CYR MARE A. LU & CYR RAYMOND 19 229 MAIN STREET OVELETTE G'I MA C. 20 223 MAIN STREET LA89£, KENNETH R. & HEATHER L. 12 20 347 KING STREET BURNHAM ALFRED B. EAST HARTFORD, CT 06f08 Zoning Daft Brock ZONE: A-40 & FLOOD PLAIN ITEM REQUIRED/ALLOWED PROVIDED Lot Area 40,000 s.f. 4.3f AC. (187,615t S.F.) Lot Width 150 ft. 375t ft. Lot Depth 200 ft. 497t ft. Building Height 30 ft./2.5 stories <30 ft. max. Lot Coverage 10% 2.8% Impervious Coverage 20%(A-40)/10%(FP) 7.6%** Front Yard 50 ft. 11.92 ft.* Rear Yard 50 ft. 133.29 ft. Side Yard 20 ft. 11.79 ft.* * EXISTING NON —CONFORMING ** IMPERVIOUS COVERAGE VALUE CONSIDERS THE OUTDOOR RIDING ARENA AS PERVIOUS SURFACE. WAIVER REQUESTED TO SECTION 4.1.10.d. TO ALLOW AN ACCESSORY BUILDING WHICH IS USED TO SHELTER OR FEED HORSES TO BE LOCATED LESS THAN ONE HUNDRED FEET FROM ANY DWELLING LOCATED ON AN ADJACENT PROPERTY. AS SHOWN, STABLES ARE PROPOSED TO BE LOCATED 60't FROM DWELLING ON ADJACENT PROPERTY TO THE NORTH (#223 MAIN STREET). WAIVERS REQUESTED TO SECTION 8.1.3.3a. — PLOT PLAN REQUIREMENTS: BEARINGS OF ALL BOUNDARY LINES AND TO SECTION 8.1.3.4j — TOPOGRAPHIC PLAN REQUIREMENTS: A-2 CERTIFICATION. SPECIAL EXCEPTION REQUESTED TO SECTION 7.1.2.4.a.5 — ALLOWED USES IN FLOODPLAIN ZONE, HORSE STABLES AND TRAILS FOR RECREATIONAL USE $ /•t7ZM 07e Sow% `U/f�ldgOfi � u 1540 SULLIVAN AVENUE. SOUTH WINOSOR, CT 06074 TELEPHONL (860) 644-2511 CERTIFIED MAIL October 18, 2004 Ms. Rebecca Fusco 215 Main Street South Windsor, Cr 06074 Re: Appi 04-54P, Fusco Horses, 215 Main Street Dear Ms. Fusco: At its October 12, 2004 meeting, the Planning and Zoning Commission approved your request to allow four horses for personal use inaccordance to Section 4.1.9 of the Zoning Regulations on property located at 215 Main Street, A40 zone. This approval is subject to the following terms and conditions: 1.. " 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. HouslaWstabiing of horses ie restrictal to the rear yard of the premises. Use oftrailers for stabling horses is not permitted. 4. Mamnv shall not be allowed to accumulate to cause any health hazard, and shall be subject to inspection by the Health Offrca. Fly control measures am required. 5. There shall be no outside storage of foal or bedding material, 6, .The Commission grants consideration to allow four horses and to allow the existing barn to be used for the stabling of the horses. 7. Any— driveways must be designed by an engineer and subject to the review and approval of the Town Bngineer. Sincerely, Timothy Wentzell, Chanman Planning & Zoning Commission RECEIVED cc: Zoning Enforcement Officer NOV J 8 �O QCJ Chief 13ugding Official IV l � tl SHEET INDEX SOUTH WINDSOR PLANNING DEPT. COVER SHEET"KEY MAP/LOCATION GENERAL LOCATION SURVEY PLOT PLAN TOPOGRAPHIC PLAN/EROSION & IS SUBSTANTIALLY CORRECT AS NOTED HEREON. SOUTH WINDSOR, CT 06074 SEDIMENTATION CONTROL PLAN T THE BEST OF MY KNOWL AND BELIEF, THIS MAP • L61 �-0158 12882 TE- MOW 5 DETAILS RICHARD P. MARTEL LIC. No. Al I BARN FLOOR PLAN .iJ 1-1 (" 6NAI'n IR tv DATE: 11-04-05 PATE: OS-OS-05 SHEET 1 2058-001YER.DY4G N /F MARILYN A. GRILLO NOTES: 1. THIS MAP WAS PREPARED FROM RECORD RESEARCH, OTHER MAPS, LIMITED FIELD MEASUREMENTS AND OTHER SOURCES. IT IS NOT TO BE CONSTRUED AS A PROPERY/BOUNDARY OR LIMITED PROPERTY/BOUNDARY SURVEY AND IS SUBJECT TO SUCH FACTS AS SAID SURVEYS MAY DISCLOSE. 2. AREA OF THE PROPERTY IS 4.3f ac. 3. PRESENT ZONE OF PROPERTY IS A-40/FLOOD ZONE. 4. VERTICAL DATUM: NAVD '29. 5. TOPOGRAPHY IN AREAS OF PROPOSED DEVELOPMENT CONFORM TO T-2 STANDARDS OF VERTICAL ACCURACY. 6. 100 YEAR FLOOD ELEVATION: 30.50' 7. HOUSE AND BARN ARE OUTSIDE 100 YEAR FLOOD ZONE. SHED AND GARAGE ARE PARTIALLY WITHIN THE 100 YEAR FLOOD ZONE. 8. PARCEL IS IN ZONE AE - BASE FLOOD ELEVATIONS DETERMINED AS PER FIRM COMMUNITY PANEL NUMBER 090036-0009D MAP REVISED: FEBRUARY 23, 2001. 9. APPROXIMATE LOCATION OF SEPTIC SYSTEM. LOCATION AS IDENTIFIED IN THE FIELD BY INSTALLER, JIM THROWE JR. OF VAN'S SEPTIC SERVICE DURING ONSITE MEETING ON FEBRUARY 3, 2005. MAP REFERENCES: 1. BUILDING LOTS FOR JOHN J. & ELIZABETH R. COLBERT MAIN STREET SOUTH WINDSOR - CONN. SCALE 1"=40' FEB 28, 1959 BY W.H. BURNHAM - SURVEYOR 2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR - HARTFORD - SPRINGFIELD ROAD E. SIDE FROM THE TOWN HALL SOUTHERLY ABOUT 8,000 FEET ROUTE U.S. 5 NUMBER 300, SHEET 1 OF 4, SCALE 1"=40' DEC. 31, 1930. 3. CHANNEL ENCROACHMENT LINES CONNECTICUT RIVER FROM EAST HARTFORD AND EAST WINDSOR SOUTH WINDSOR, CONN SCALE 1"=200' DATE: APRIL 1964 SHEETS 1 & 2 OF 7 BY GRISWOLD ENGINEERING APPROX. LOC. # 223 " ' Ir ' rl N/F N F C, r, GILMA C. OUELLETTE KENNETH R. & r r HEATHER L. LABBE f, ❑ —4-❑� P—O 't' . . °"�'�l °�—C"'�'�•�.a�-ems•- — 7 , -518� _ S I r,-' - AI / ,' / ❑ •` -33-PPROX. LOC� APPROX. . . OCTOBER GLORY 1000 GAL./ , I MAPLE SEPTIC TANK ------ - \ /° SEE NOTE #9 -1 1 �U�I J ' 21'°MAP E 20' S.Y. ` —I #215 /'�I Mrfr U Q I / / I / L— _J EX. HOUSE r -j �- - DECK FF: 35.73 7 WATER SERVICEAPPROX.I �I W I 26,44\< '1 �' I BSMT:28. 3 ► r rr o f- ., w /3/ , / l , , \2R,�pX \ `\ 26, 1 \ + \ EX. EX. GAR GE /_/ 1.92 , ,,I Of Q I �� /� 66X �\ ` ++ \ TORAG GE._ r r l' I �I^� / I _ \ -- - �t + - - - - - - -' , / / �� ' �/ �/ , , , / \ ,+ ` \♦ ' ► ` EXIST. , � ' ,' ,' , / `, `\ `. / \ `� CONC. ♦\ - - - = - 3 \ 9 L TTV218" +MAPLE i � ' ` ' / PAD ` �It / / / `\ \ i ► I,, I O� \ ,+ `\ ,' '12" TREE 3 ~ I�p� �`�``----- \ ��\ I,II �` 'I 1 /� ` ,' �/ ��/,',',' // ` 1'� `\ ,� \�---- // I �pO� �� `12" ES \ �j''�,� T MI I / / CY ' ' / i `. - -� L---------- ;---� / j tBIO"") SNET 648 ,'—"/r l / / . •�'2�—\18 MAPLE3p� If / , r 133.29' ' �/ / ' ' / , „ , , �- - X2�c - -`- - \ �r� -ST. BIT. DRIVE 27,3q ��_ — I8" M PLC + /;r' — — — — — — — — — — — 13-13 APPROX. LOC. + ,' , -° ❑� _ ` _ If It rry/� IJ �� 'rr l lJ l' V� i `� `♦ EXIST. SEPTIC r / °/ ' / if ! , I / / �\ `` `♦ LEACH FIELD- ` 2i / ��, i ,' rt r(� i ��• \ \ `� `� ` (SEE NOTE 9) I / ;' �g%��', % ,'/,,'�%,'� ,` \ \ ♦\ �`` I - - II 15" TILE PIPE FL: 25.65 r / �� / • - / \ \ \ 0000 wV \ v +1 + \ � ♦ , rl I I NET, 647� I `� / / / � , / , ' ' / / ,' , \ �(�` \ ` \ \ � . � ❑ rr ice, - I r �t 1 , APPROX. LOC. + �/ \ + ❑`� \ VVr 1111r ; 1 1 I �.' r' ' EXIST. TREELINE�' 1 \ CA , \ \ \ Z �\ \\ \ \ �� \ \ \ \ \\ r ` ` \ Of I to fo n` \ +\' ` ` \ I 1 1 �p 1 \ W 13, If �i+;;�; \ 1 \ NIf or I 0-j \ s < 011 19 ON \ •`\ \ ' 1 \ \` '\ k31,4 `` ' + \ 6 ` \W'F`\1$ \\\ \\`\\ %\ �\ \ \\ \\ t Ir \ \ 2,46 `� ...+- � \ \♦ \`rr, � rl I q GRAVEL DRIVE 06 \ \ \ \ \ - A \ . , \ \ \ I fit 32-54 g \ EXISTING BARN ON 2�,�g I \ (20 S.Y. HAND PUMP ` C J 1 1 '_ - - -_- .- -. - - - - - - - - - - - - - - - - - - - ... _ - �..�— = _—_ - - - - _�— / _ _ �� fir_ •+� ar _ _ _ °.. �.❑�P�J� ❑—❑—❑_.!❑—,.,°_a / `�`- =---- `-��"--'---------------------------�_------------ _.'`-_�_---------------�.` `- MARILYN A. GRILLO ___________�__� __________-________________-_-_=--------------______�-- o u ii 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 02-03-05 ADD APPROX. LOC. SEPTIC TANK & FIELD RAM IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-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. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTA'NED 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 KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC. No. GRAPHIC SCALE 20 0 10 20 40 IN FEET ) 1 inch = 20 ft. Tel. 860.291 8755 � eSlr■ gii Fax 860.291 $757 rofesslonaws, Inc. civil engineers • planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 CIENEI AL LOCAT1nN SR —E:V DESIGN. I DRA Ib1'V.• DUG I CHECKED. • RPM JOB NO.: 2058 1 DATE.• 01-05-05 DRAWING NO.: JOBS/2058/2058-2. c'° I r rrif / / , , rr 1d ❑ / / / ,' , OWNER f APPLICANT: REBECCA FUSCO & DANIEL R. GALOVICH 215 MAIN STREE I 1 SOUTH WINDSOR, CT 06074 610-0158 PREPARED FOR: REBECCA FIUSCO & DANIEL R. GALOVICH 2R5 MAUN STREET SOUTH[ WUMSOR, CCONNIECTIItCtUT SHEET 11 01 4 %o- ale vim' -o-am, V&U/40t 4 , 1640 SULLIVAN AVENUE • SOUTH WINDSOn, CONN. 06074 Y 4 tiLSaR,�aP•' AREA CODE 8601 644-2511 October 28, 2005 CERTIFIED MAIL Ms. Rebecca Fusco and Mr. Daniel R. Galovich 215 Main Street South Windsor, CT 06074 Dear Madam/Sir: Re: Appl #05-53P, Fusco/Galovich, Site Plan/Special Exception to Section 7.1.2.4.a.5 of the Zoning Regulations We are pleased to advise you that the Planning & Zoning Commission voted on October 25, 2005 to approve a request special exception to Section 7.1.2A.a.5 of the Zoning Regulations and site plan of development for the construction of a barn and creation of an outdoor arena in the 100 year floodplain, on property located at 215 Main Street, a-40 and FP zone. This approval is for the construction of a barn and creation of an outdoor arena as shown on plans prepared by Design Professionals, Job No. 2058 dated 115105, as revised. This approval is subject to the following modifications: 1. No building permit will be issued until the final myiars have been filed in the Town Clerk's office. 2. Footing drains are required if the building has a basement. 3. The property must be fenced, in whole or in pars, to contain the horses within the property. 4. All parking needs must be met on site. S. I lousing1stabling of horses is restricted to the rear yard of the premises. Use of trailers for stabling horses is not permitted. Outside feed troughs must be located at least 125 feet from the street, and 100 feet from any dwelling located on an adjacent properly. 6. 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 are required. 7. There shall be no outside storage of feed or bedding material. 8. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. 9• The Commission grants a waiver to allow the horse barn 26 feet from the side property line; 60 feet from the closest residence and 130 feet from the front property line. 10. The applicant should work %vith the Natural Resource Conservation Service to develop an agricultural waste program. 11. A street cut permit is required for the new driveway. 12. Equal cuts and fills required within the 100 year floodplain. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, Timothy H. Wentzell, Chairman Planning and Zoning Commission THW/pmm Attachment cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Design Professionals, Inc. N/F MARILYN A. GRILLO NOTES: 1. THIS MAP WAS PREPARED FROM RECORD RESEARCH, OTHER MAPS, LIMITED FIELD MEASUREMENTS AND OTHER SOURCES. IT IS NOT TO BE CONSTRUED AS A PROPERY/BOUNDARY OR LIMITED PROPERTY/BOUNDARY SURVEY AND IS SUBJECT TO SUCH FACTS AS SAID SURVEYS MAY DISCLOSE. 2. AREA OF THE PROPERTY IS 4.3f ac. 3. PRESENT ZONE OF PROPERTY IS A-40/FLOOD ZONE. 4. PARCEL IS IN ZONE AE - BASE FLOOD ELEVATIONS DETERMINED AS PER FIRM COMMUNITY PANEL NUMBER 090036-0009D MAP REVISED: FEBRUARY 23, 2001. 5. EXISTING PERIMETER FENCING TO BE REPLACED AS INDICATED ON PLAN. ADDITIONAL PROPOSED FENCING SHOWN CONCEPTUALLY. FINAL LOCATIONS TO BE DETERMINED IN FIELD BY OWNER. 6. WAIVER REQUESTED TO SECTION 4.1.9.d. FOR PHASE 2 STABLE TO ALLOW LESS THAN 100 FT SEPARATION FROM DWELLING LOCATED ON ADJACENT PROPERTY (56f FT) AND LESS THAN 40 FT FROM THE NORTHERLY SIDE PROPERTY LINE (22t FT). 7. APPROVAL PREVIOUSLY GRANTED OCTOBER 12, 2004 PER APPL 04-54P, BY THE SOUTH WINDSOR PLANNING AND ZONING COMMISSION TO ALLOW FOUR HORSES FOR PERSONAL USE IN ACCORDANCE TO SECTION 4.1.9 AND TO ALLOW THE EXISTING BARN TO BE USED FOR THE STABLING OF THE HORSES. MAP REFERENCES: 1. BUILDING LOTS FOR JOHN J. & ELIZABETH R. COLBERT MAIN STREET SOUTH WINDSOR - CONN. SCALE 1 "=40' FEB 28, 1959 BY W.H. BURNHAM - SURVEYOR 2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR - HARTFORD - SPRINGFIELD ROAD E. SIDE FROM THE TOWN HALL SOUTHERLY ABOUT 8,000 FEET ROUTE U.S. 5 NUMBER 300, SHEET 1 OF 4, SCALE 1"=40' DEC. 31, 1930. 3. CHANNEL ENCROACHMENT LINES CONNECTICUT RIVER FROM EAST HARTFORD AND EAST WINDSOR SOUTH WINDSOR, CONN SCALE 1 "=200' DATE: APRIL 1964 SHEETS 1 & 2 OF 7 BY GRISWOLD ENGINEERING o n u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY 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 11-4-05 ` IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE N/F GILMA C. OUELLETTE 518± EXISTING PERIME- FENCING TO BE REPLACED PROP. STABLES FF: 30.50-1 N 12'x14' STALL 10' G R100� APPROX. LOC. #223 \ N/F KENNETH R. & HEATHER L. LABBE �o o p I I � I I I 20' S. Y. #215 1+I 130.2 EX. HOUSE I - - DECK FF:35.73 I BSMT:28.73 EX. GARAGE I FF. 32.51 \ I MBOXI SNET 6 I EXIST. STOA-QE ROOM + \ TO BE RENOVATED FF:32.50 1 v \ I /O p-°-p-p--p-p.•_p-p.-❑-p-p-p-°-P-O-P-°-p-p-p-❑ p-p-.-°°°0--.._o-•.... ` "1_ I p °-o _ 1 EXIST. CONC. SLAB TO BE ENCLOSED & CONVERTED TO STORAGE 1310 10 /° 1 d ROOM, FF:29.50LO �\ I REMOVE EXISTI + \ GRAVEL DRIVE o PROPOSED FENCING EXISTING PERIMETER LOAM & SEED ° 1 j FENCING TO BE SEE NOTE #5 REPLACED �° I / OUTDOOR RIDING ARENA 1 d l 0 66 x 198 I ° � r ' 1 i > ! I -H I 0 1 I � //1 ! o NET 647 �- i� i LLJ Q ` 0 ° I I ➢1 0 j ° I �\ �1 � I� ° I LU O p o \ ' I 1 p \° \\ ° 0011 MB0 No l I I ° I \ SNET 646 �RP_OSED FENCING I _ � I \oIN GRAVEL DRI / I I 0 PROPOSED FENCING I \ °\ EXISTING BARN Oy SEE NOTE #5 �� I ° \oho / I GRAVEL DRIVE EXISTING PERIMETER OP. 10' / FENCING TO BE f I \° REPLACED 4 / V�-p-p-p-°-p-n-p-p-°❑-p-p-°-p-°-p-p-p-p-p-p-o-p-°-p-p-p-p-°-p-p-p_,p- i OWNER/APPLICANT: REBECCA FUSCO & DANIEL R. GALOVICH MAIN / N/F SOUTHI WINDSOR, CTE06074 / MARILYN A. GRILLO TEL: 610-0158 REVISIONS THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE Tel. 860.291 8755 PREPARED FOR: SHEET REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF Fax 860.291 8757 p�O4 PC�QI REBECCA FUSCIJ & CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED GRAPHIC SCALE esrgn FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS 20 0 10 20 40 DANIEL R. GALO VICH HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE iiiiiiiiiiiiiiiiiiiiiillillillillillI &rofessionals inc 3 FIELD SURVEY MAY DISCLOSE. ( ) , � . / �� p �� p�� TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. IN FED' DESIGN.• RAM DRAWN.• RAM CHECKED: RPM GBS 9 civil engineers •planners surveyors ADDED SPECIAL EXCEPTION LETTER FROM P&Z RJB 12882 1 inch = 20 ft. landscape architects • giS • gpS JOB NO.: 2058 DATE 05-31-05 DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: J0351205812058-3. dwg SOUTH ��®�9 CONNECTICUT 1 1 1 �p-p-p j6-p-r 1 O/ 1 0\ 0 1 � 1 0/ 1 � EXISTING SHED / TO BE REMOVED % 0 t % 1 / I / / 133.29' 1 �� PROPOSED FENCING SEE NOTE #5 12'xl4' STALL PROP. 10' GRAVEL DRIVE 112'xl2' STALL EX. TORA EXIST. BIT. DRIVE ' 11 APPROX. LOC. 223 solLs , R10~9� I I ' 11 ' •I A A — Agawam very fine sand loam, 0 to 3 percent slopes N/F SILT FENCE (TYP.) N/F 9 9 Y Y Moderately permeable, high moisture —holding capacity GILMA C. OUELLETTE KENNETH R. PROP. STABLES HEATHER L. LAB BE Well -drained, medium to moderately coarse texture, ` — — — — very friable — — — FF: 30.50 -- _ AgB -Agawam very fine sandy loam, 3 to 8 percent slopes , `❑ -g' . - / ' — ' — — i - ❑❑y❑� 1 _ _ ^ _ , �r--------- ---�- y i '•� ~33 I Moderately permeable, high moisture -holding capacity d� /� / �� ,' - ,' - / /- ,' - -o `� APP OX. LO �t VPPROX. LOC.�EXIST. ❑ C0 Well -drained, moderately coarse to medium texture, \ \ /, /' / , - / , - °/ �`° OCTOB 0 I , 1000 GAL.�-r= ! very friable ' /°' r /' ,' / / , - o \ .� �6. �� P t I / , SEPTIC TAM�C 1� I es SEE NOTE #9 SbA Saco silt loam, 0 to 3 percent sop I _—a �,L , Very poorly drained, very frequently flooded, flood ` - - - - - - ' ` ` - -�- " - �- o,' ' ,' F,`2� ; �'''' - °/° `� EXISTING PERIMETER T— 1 , 1 CU Q I 1 o/P/tAP'E I rWi 1 / FENCING TO BE `�� + 11 '20' S'Y' i 130.2 E 21 HOUSE ,' I tl III �I� I p 2 1 / , i o \ �� , APPROX., LC , EX. Iz lain soil, moderately coarse to medium texture '� °' I ' ' ' r ,' ,', o/ %REPLACED +3 , i ' — — DECK FF:35.73 WATER SERY E XIL'1 12 x'i,4 t 12 12 , 30, 7 1 �` T , 1 I 1 I U !- HARTFORD COUNTY / o / ! , \ _: „� 26,pq STALL ` IA L = I BSMT:28.73 1• I II Q NOTE. SOILS NOTED FROM SOIL SURVEY, / / r! / , o/ ` -6> I X t , 1 EX. /''� BY USDA SOIL CONSERVATION SERVICE, SERIES 1958, NO. 14 / \ ' ' ' / / / \��. `� 26 ° + \ EX. GARAGE S ' "1 0:z ISSUED FEBRUARY 1962 ARE APPROXIMATE. I ' ,' / W '3' ' / ' / ' 66X `� , , ' ' ' / / / o/ \\ �\ TEMPORAR �, `N ,�t t 10 TORAG FF: 32.51 Q�� \^ ` ` H C 2. ,- r' ' Q 00 1 2 12 X14 , EXIST. 3 1 2� \ - _ _ _ _ _ y ► I I ` - _ ', /°/ \ CJ� \+, 1�, ` \` TOP SOI L r .-- ---- ' / / / 4f/ ` I I Q STALL CONC. TP-1 - // , / `o + \STOCKPILE , STALL I 12 ;12 \ /- �\ I \ \ 18" IIurAPLE 1 DEPTH SOILS DESCRIPTION / �/ / , _ r ', � '� /� � � � ! ' , o + \ , � PAD 0-12" OLD PLOW LAYER -MIX OF TOPSOIL / / / ! / r 12-48" LIGHT TAN CLAYEY SILT ,' ,' PROPOSED FENCING ❑ 0P• 0' , r •� • ' EXISTING SHED ! �/ ,' / , ,' �,' �� O 1 \ SEE NOTE #5 `, ` I ' V ; r 5' MI `, %�';,�F�� v�j� , , , �, ` T\ML-11 DEP WATER: N/A ' / TO BE REMOVED / , , 1 t G AVEL RI E .� 0 \J` r / /DEPTH TO MOTTLING: N/A//'''/�\�` � ► \ 10% i % �•� �` 12" €ErC71X DEPTH TO LEDGE: N/A 4 / — — — — _ _ _ _ \ _ _ _ _NET 648 IROOTS TO: 19"\❑�'�"'��` II1 DEPTH SOILS DESCRIPTION _°—° ❑ ❑ —❑—❑ —❑—❑—° ° \ I ' I ' 1 �� 1 r If ' ► ' 1 _ 30. — — `— — - `EXIST. STO AGJE ROOM Cog. 0-12" OLD PLOW LAYER- , ' l i -�` 4027• `` t `,I \ MIX OF TOPSOIL I `ti ' , / r \ � � r ,t V � 133.29 � 0 Tb BE RENOVATED �•-_ , 12-30" LIGHT TAN CLAYEY SILT ' 1 1 ' ' �` \ ❑ — I ' I I 1 ' v v v v -- y 1 12- 0" GRAYISH SANDY SILT /� \� ` I o_ — 2 •c2 — �` , E%, cT. BIT. DRIVE 27,31 — _ — —FF: 2.50 �8, MAPLE ` 4 \ \ v,4 � `� i 5 � ; - °/° ❑�°,� 1 / . -- \ r 1 DEPTH TO WATER: N/A I ° I , ' \ , I V \ v 30.5p 1 ❑�°—❑- 0�4 °! t ` ` 1 1 DEPTH TO MOTTLING: N/A 1 ' r I I 1 , ,' , , , 30,S0 �\ 36�6p `� IF ° % ' ,' EXIST. CONC. SLAB DEPTH TO r / / 1 I i r ' ' ' ' , 3060 \ ` I EXIST. SEPTIC TO BE ENCLOSD & ROOTS TO: LEDGE: N/A % / o , r 1 , , , , � , � v � \ 41 `� � LEACH FIELD �\,' CONVERTED TO STORAGE 0 `A11 , f I , r / , 1 ?, \ , � (SEE NOTE 9) ROOM, FF: 29.50 2 Yt1b r 11 1 1/ 1 v I LEGEND 1 i /o/ / / /' ,',/ / r/ r 1 ' `t �\ \\ \ �. o. REMOVE EXISTI ' o ,' ' /' ' /�',',',' /, ❑ , _ Al v \ `\ 3 30, / ' / ♦ 0,6 s7 ❑ EXISTING PERIMETER EXISTING UTILITY POLE �I 7 IFENCING I ' // � 1 1 3 3 s PROPOSED FENCING TO BE-330- EXISTING CONTOUR GRAVEL DRIVE / o / , / / / / o.s7 7 I\ 330 -PROPOSED CONTOUR LOAM & SEED ' wr /�'/ /',' J�/'/ /� a `I \ SEE NOTE #5 - ` ° ' ' "/'/ / /' ! t ,1 \ V 3% ` \ \ AP 'RE ACED�IEXISTING SPOT GRADE / / , � I � I - ��• T I, 15" TILE PIPE PROPOSED SPOT GRADE I I ' o/ , / ' ' / �i 1 1 ,4, , \ \ ' SURFACE DRAINAGE FLOW DIRECTION I ' / /.' ,' ' / / ' ' ° EXISTING TREELINE I ' o '' FL:25.65 T TP TEST PIT LOCATION AND NO. , , , / i , / / �, o % 1 \ , —•—•—•— 100 YEAR FLOODPLAIN BOUNDARY I ' b/ ''/ ,' ' ' \ \ \ \\ ' - UTD00 RIDING vR ti 10 GRASSv AREA I ; rr� I 0 \ I + REGULATED AREA I ,' i�1 ' ' ,' '�.'//, + ° ` AR UND ARENA TO �` ° I, :� I AR NA WV /g 11 1, /� / ', ��//', ��'�' I 11 'I I 1` — 66' X 198 I I BE GRADED AS 1 % • INLAND WETLANDS I . ❑ ❑ \ I I -� SILT FENCE I I /°� r ,' / r ' / / / ,' / ' ` ` 1 ' t `� v ° SOILS r1 N/F 0 1 ' / ' / ' ' / / ' ` v ❑ r I MARILYN A. GRILLO°/ I / , ' ' ' t\ y i ❑ > ❑ / I r 4 -H % U�F,' ,0/ ,' / /' / / ,'/,�' /' �` `, .�`\ �� 13 II o �I `�\\ `�\ I NE f� �4�7\ I Ln I o ,' ,' / 1, /' ,' / / % ,' / / 1 , \ (\ V ` \ \� ° J ° \ . 1 1 / 1 1 I LLJ 13 li, \ AvA-- APPROX. LOC. c; ❑ \ `� � i - ❑r , ,1 I ' ` ` ' U I \ �t iV '11' I I ' ' ' (.I 1 / EXIST. TREELINE``, 1 f- \` I I RN 111 1` '1 '1 1, 1 ', `, '\ \` \ I I \ ` . 1% (n1% �O\ LC?��A V � A� 0 OULff roil ., ` \ ' p`��y1 I LIJ 1 r_j <1 (-0I l I Qrgr \ ` \ . \ \ III , I , 1 ' \ � \ `\ � `a . V. \ \ v- ❑ `\ \ ` � ` � 1 1 I 1 1 \ V \ v , 1 , , f , , I � ♦ \ � \, W l v � � � ` ` I I I 1 1 I x v I. \ 30,67 30.57 I ` t� 1 r NOTES: 30,5 30,67 TP 00 \ ❑ ` \ I r a� 1 1 1 1 I 1. THIS MAP WAS PREPARED FROM RECORD RESEARCH, OTHER MAPS, LIMITED \`` t I FIELD MEASUREMENTS AND OTHER SOURCES. IT IS NOT TO BE CONSTRUED o . I AS A PROPERY/BOUNDARY OR LIMITED PROPERTY/BOUNDARY SURVEY AND o \ \ \ \\ \� IS SUBJECT TO SUCH FACTS AS SAID SURVEYS MAY DISCLOSE. , O O t \ \ \ `\ `` ` r1 r r� 1 t I PROPERTY IS 4.3t ac. \ \ \ f F THE PRO o ` ` \` \ \ \ ` � . ` � � `r' 2. AREA 0 I 3. PRESENT ZONE OF PROPERTY IS A-40/FLOOD ZONE. \°\ `\ `\ ``�`�`� `` ;� �: \ \ , 30 `\ 0,6p .60 4. VERTICAL DATUM: NAVD '29. 30,50 \ o ` \ ` \ \ r,, , S \ 5. EXISTING PERIMETER FENCING TO BE REPLACED AS INDICATED ON PLAN.\ \ \ � WF\ I � \ , 1 \ , .y V- 0 4 ADDITIONAL PROPOSED FENCING SHOWN CONCEPTUALLY, FINAL LOCATIONS 0 TO BE DETERMINED IN FIELD BY OWNER. 6. 100 YEAR FLOOD ELEVATION: 30.50' \ ` \ , 1 1 1 ` \ \30.40 I o\ 40 7. HOUSE AND BARN ARE OUTSIDE 100 YEAR FLOOD AREA. SHED AND GARAGE u 1 — s ` " � 1 r I / I I ARE PARTIALLY WITHIN THE 100 YEAR FLOOD AREA. I �o� \\ \\ WC\ ` `\ ` y \\\\\�a \ ` x�C �\ ` °� \ \`� _ ' X ° `\� �`+•..�,1°'SNE,�,+4 t , 8. PARCEL IS IN ZONE AE - BASE FLOOD ELEVATIONS DETERMINED AS PER FIRM ° \ \ `\ \' \ ` COMMUNITY PANEL NUMBER 090036-0009D MAP REVISED: FEBRUARY 23, 2001. �o� `\ `` \\\ `\ \ \ \ \ \ \\ `•+�\ ` , PROPOSED FENCIi�G�"'�___,_ _ `� o� \ _ 9. APPROXIMATE LOCATION OF SEPTIC SYSTEM. LOCATION AS IDENTIFIED IN THE FIELD BY I �o ` \ \ \ \ ` \ ` ` \ �' \�\ ` \ \r1 , ' INSTALLER, JIM THROWE JR. OF VAN'S SEPTIC SERVICE DURING ONSITE MEETING ON \ \ \` `\\ \ \\ \ \ ` ` `\ \ \� — ❑—❑—°— °—O—O—❑—❑--O—O—O a —❑ ° FEBRUARY 3, 2005. AAA _ � � _ AVEL DRI o \ \ I \ F PROPOSED DEVELOPMENT CONFORM TO T-2 STANDARDS OF \ \` \ \` \ \` `\\_1 \ `` `\ `` \ `\ ` ~ a a �� 32 _ I 1 ' '' ► t I 10. TOPOGRAPHY IN AREAS 0 '++(� VERTICAL ACCURACY. I o� \ ` \� ` ` \ ` \ ` \�\ a ` \O \ a �°� \ c CONSTRUCTION \32..5 °� PROPOSED FENCING ° s �, ,' 11. WAIVER REQUESTED TO SECTION 4.1.9.d. FOR 2 STABLE TO ALLOW LESS THAN 100 FT ° \ CC11� \ \ ` I / I r JI ENTRANCE PAD SEPARATION FROM DWELLING LOCATED ON ADJACENT PROPERTY (60t FT) AND LESS �� `,� �� \ o` F.��1 `�� \� \ ` ` �\ `\ `\ ` EXISTING BARN �'E�NOTE #5 ` ° I r 1 1► 1 27 .v THAN 40 FT FROM THE NORTHERLY SIDE PROPERTY LINE (22t FT). `o` `` a a Aft IF `� `` o�� I r r I i 1 FL L:23.5 RCP 12. APPROVAL PREVIOUSLY GRANTED OCTOBER 12, 2004 PER APPL 04-54P, BY THE SOUTH ° WINDSOR PLANNING AND ZONING COMMISSION TO ALLOW FOUR HORSES FOR PERSONAL \ \ \ \ ` \ \ \ ` ' � � • � ° — ,' � /1 � r r 11 FL OUT: 23.30 USE IN ACCORDANCE WITH SECTION 4.1.9 AND TO ALLOW THE EXISTING BARN TO BE I `\ `\\ \ a 20' S.Y. °— USED FOR THE STABLING OF THE HORSES. ` �_ 5=1.0� ` `T�`T `--� ' ® EXISFI G PERIMETER' a P 10' ' TOP: 24.75 32.64 HAND PUMP FENCING, TO BE a ! RAVEL ' ! f (MIN. 2 COVER) MAP REFERENCES: REPLACED 1. BUILDING LOTS FOR JOHN J. & ELIZABETH R. COLBERT MAIN STREET SOUTH WINDSOR - ` ` ` ° `❑�� ° ��- --"`°= °—❑— ! _ _ I _ - _ _ _ _ _ ! _ \ I _ _ _ _ _ , _ - FEB 28 1959 BY W.H. BURNHAM -SURVEYOR / \\ \ - - -~ =` - ` o - - - - I I _ - - - _ ❑ _ ° _❑_ ° - _o-❑ _ _ . ❑+ y _ 0.�❑��°-❑ _❑—❑—==_ = _ - - ��lo -[I- ❑ �a — _.._ — ❑—°— — CONN. SCALE 1' 40' — — �¢—°—o -° - o -v - _ _ _ _ _= �_ ° - - °+,-° - - - ` ` �� ' ` - - _ _ _ = ' - - - - _ ��.....�.=—_ / 'r i1 OWNER/APPLICANT: N OF SOUTH -- -- -- —_.------ '-=--------_...�_----------------- �.....��--------—_______---•.—��•-------•-�— =� =°�� .:` p REBECCA FUSCO & 2. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOW ` ___----________________ .____________________. ___-_-___ ---________________-_-___-- _ WINDSOR - HARTFORD - SPRINGFIELD ROAD E. SIDE FROM THE TOWN HALL \ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - "_ — ._ — — NUMBER 300, SHEET 1 OF 4, _ _ _ - _ _ _ _ - _ _ - - - _ _ - _ - _ _ — DANIEL R. G THE SOUTHERLY ABOUT 8,000 FEET ROUTE U.S. 5 `1'-------------------------------—ti----------- ----- - - ------- - ----- - ..- '� /, r \ SCALE 1'=40' DEC. 31, 1930. --` ---___ "___' ___--`-- - - - - -- — __----------z5-"_________________- - `—�' %' 'r �' 215 MAIN STREET N/F ----- _- _ _--__'_-_-_-_-_-_-_-_--_------- -----__-------_-_______ - _ i,I` SOUTH WINDSOR, CT 06074 3. CHANNEL ENCROACHMENT LINES CONNECTICUT RIVER FROM EAST HARTFORD AND MARILYN A. GRILLO - - _ ` ' - - - - - - _ _ - - - - - - - - - - - - - " _ _ _ _ _ - - - - ' " 1'=200' DATE: APRIL 1964 ------------------- 1I TEL: 610-0158 EAST WINDSOR SOUTH WINDSOR, CONN SCALE / _ • SHEETS 1 & 2 OF 7 BY GRISWOLD ENGINEERING 11 \ 1 Tel. 860.291 8755 PREPARED FOR: SHEET o II x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300B-1 THRU 20-3006-20 OF THE Fax 860 291 8757 11 �S�II�'��++ w� ' 'm" "`�'"" REBECCA FUSCO & Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF GRAPHIC .SCALE � PLAN INFORMATION. ALL EXISTING UTILITIES SHOULD CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED esign ��®� DANIEL R. GALOVICH 4 "' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS 20 0 10 20 40 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE rofessionals., inc. j� BY A LICENSED LAND SURVEYOR PRIOR TO FIELD SURVEY MAY DISCLOSE. DESIGN: RAM DRAWN.• RAM CHECKED: RPM�GBS �� STREET �� IN FEET I civil engineers • planners surveyors 5 CONSTRUCTION. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 1 inch = 20 ft. JOB NO.: 2058 DATE.• 05-26-05 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 � landscape architects giS gpS � �`®vTH �VruM�'`OR9 �®a�1V��u��`�I�° \ IMPRESSION SEAL AND ORIGINAL SIGNATURE LIC. 2 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 108S1'205812058-4.dwg OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL 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 CONNECTICUT COUNCIL FOR SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED. 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 3. 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. 4. 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 FOR SWEEPING EXISTING ROADS AS REQUIRED. 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD SHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZ, ;ON IS TO TAKE PLACE. 6. 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: PERENNIAL RYEGRASS 1.0# / 1000 S.F. 7. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND. 0.1 aaa.ojaaaa° coo a Do as aaccocon aaaaccocc Dean cocoa ucanaacoac 6' CT D.O.T. 2" STONE TO BE PLACED cocoa coca aac°aaao OVER FILTER FABRIC MATERIAL z a°o°a aaa a°aaaao° SEE SEDIMENT AND EROSION can a cocoa N aaa♦ a Dacca SHEET FOR PAVEMENT WIDTHS Dona cocoa Goono coca Dao"a in in DDD,7 3 aaDDa aaol} I accac a coo a aD°paDD DaDaaaa a°acacia EDGE OF PAVEMENT THRU STREET ANTI -TRACKING APRON N.T.S. p . 0 ...0... o... fl.... 0 .......� ... FILTER FABRIC o. o............ 6 ..... 0... I .. .......... o.. ✓ MIRAFI 1,WS OR EQUAL WIDTH OF GRAVEL DRIVE TO BE 8" ROLLED GRAVEL AS SPECIFIED ON PLANS. GRAVEL DRIVE DETAIL NOT TO SCALE o 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY II o LOCATIONS A� SHOWN, ARE BASED ON AVAILABLE Z 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 IMPRESSION SEAL AND ORIGINAL SIGNATURE \ OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE REVIS DESCRIPTION ANGLE POSTS 1. &ET POSTS AND AN 5' GLE O EXCAVATE A 6"x6" TRENCH FOR STABILITY POST UPSLOPE FROM POSTS. SILT AND SELF- FENCING CLEANING. 9i jY/ � � 12" MIN. CONSTRUCTION SEQUENCE 1. PRIOR TO THE 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 GRUBBING. 3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. 4. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 5. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRUBBING. MAINTAIN ALL CC?1TROL MEASURES AS CONSTRUCTION PROGRESSES. 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 AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS. IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. 8. INSTALL STORM DRAINAGE PIPE IN ROADWAY SWALE. 9. LOAM, SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. 10. AFTER ALL SITE WORK IS COMPLETED, INCLUDING SPREADING OF TOPSOIL AND SEEDING, THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED. NOTE: CONSTRUCTION OF BUILDING TO COMMENCE ONCE GRADING OPERATIONS IN AREAS OF FOUNDATION IS COMPLETE. CONSTRUCTION OF FOUNDATION TO BE COMPLETED AS PART OF OVERALL SITE WORK. ESTIMATED START DATE FOR CONSTRUCTION - SUMMER 2005 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2005 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 I � 1=11 I: I -III -I -I I -I 1- -I i i- I III -I 11=1 11=III- 4 I I -I - I I 11=1 11-1I I- I i I- �=III=III_ 1=III- �=III=III_ 1=III- '' CONSTRUCTION OF SYNTHETIC FILTER BARRIER m N.T.S. SITE GRADING NOTES 1. CONTRACTOR IS REPONSIBLE FOR DEMOLITION OF EXISTING SHED. 2. THE CONTRATOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENT TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 4. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: TYPE 1: RCP, CLASS III PER AS1M C-76. 5. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 6. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CiIVSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 8. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 10. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RI=UEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1 V OR STEEPER. CONTRACTOR SHALL GRASS DISTURBED AREAS IN ACCORDANCE WITH THE SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 11. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAM- 12. EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. 13. IF CONTRACTOR RELOCATES OR SETS NEW BENCHMARKS, THE VERTICAL ELEVATIONS OF THE BENCHMARKS SHALL BE SET WITHIN A TOLERANCE OF 0.010 FT. NOTES: 1. STANDARD DRESSAGE ARENA DIMENSIONS = 66'xl98' 2. CENTERLINE OF ARENA TO BE CROWNED AT 1 % SLOPE. 3. SUB -BASE COMPACTION TO BE A MINIMUM OF 92% MAXIMUM DRY DENSITY. 4. SURFACE OF ARENA TO BE GRANULATED TIRE RUBBER MATERIAL/SAND MIXTURE. FENCE POST FENCE POST ---1 % 1 % " SURFACE 2-4" BASE 4-6" SWALE I I NATURAL EARTH SUB -BASE (COMPACTED) 4x4 WOOD POST 4x4 WOOD POST DRESSAGE ARENA CROSS SECTION NOT TO SCALE SEEDING SCHEDULE 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 SO. 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. SWALE USE 100% TALL FESCUE AT A SEEDING RATE OF 5 LBS/1000 S.F. STREETS/ PAVED AREAS SEE PAVEMENT DETAIL APPROVED GRANULAR NON -ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (MAX.) LIFTS WARNING TAPE PER CONN. GENERAL STATUTE 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE THE TOP OF THE PIPE. BANK RUN GRAVEL FILL PLACED AND COMPACTED IN 6" LAYERS. NO STONE LARGER THAN 1-1/2". MATERIAL SHALL MEET D.O.T. PIPE, AS SPECIFIED--- M.02.05 SWALE 3/4" BROKEN TRAPROCK Tel. 860.291 8755 Fax 860.291 8757 esign rofessionals, inc. ■ civil engineers • planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 3/4" CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR AS DIRECTED BY THE ENGINEER. THE MATERIAL SHALL MEET D.O.T. M.01.01.21 FOR 3/4" STONE. BACKFILL TO CENTERLINE OF PIPE WHEN USING POLYETHYLENE OR A.B.S PIPE. DETALS DESIGN. • RAM DRAW. RAM I CHECKED: GBS ✓oe No.: 2058 1 DATE. 05-31-05 DRAWING NO.: 10,95/205612058-5. dw,7 LAWN/ CROSS-COUNTRY 12" 1 O.D. .-.,,. - 12" PIPE 1 ;7� M in. 12" 12" 1/2 O.D r PIPE i 1/2 O.D. PIPE 6" Min, TYPICAL STORM DRAIN TRENCH SECTION NOT TO SCALE OWNER/APPLICANT: REBECCA FUSCO & DANIEL R. GALOVICH 215 MAIN STREET SOUTH WINDSOR, CT 06074 TEL: 610-0158 PREPARED FOR: REBECCA FUS'CO & DANIEL R. GALOVICH M MAUN STREET g s� 11 m I mulk�T�3hy CODMCTUCUT SH EET 5 9