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HomeMy WebLinkAboutLocation Survey, Zoning9bqv SI TE LOCA 110N A+IAP SCALE.- 1---1,000' RD. RC) p 30, REQUIRED/ALLOWED wc Q 00 LOT AREA 20,000 S.F. 7,880 S.F.* 0A ate` iia < c? &A aQ v 100 FT. 87.92 FT.* FRONT YARD 40 FT. 42.00 FT. CT D.O.T. 2 STONED 5 FT. MIN./12.5' TOTAL a pa REAR YARDFILTERFABRIC 69.76 FT. 35 FT. EXISTING GRADE ' COVERAGE I CONS 1 - gyp RUu ON W RM 912 S.F. (11.57%) NOT TO SCALE 7URN END SECTIONS J OF SEDIMENT BARRIER LQ UP SLOPE TO PREVENT M BYPASS OF WATER IL IFR FABRIC END SEC77 j EXCA VA 7E EXISTING SOIL 1 AND FIRMLY EMBED BOTTOM oz OF FILTER FABRIC op Z mz Q) FLOW Ob III X/S7ING GRADE, TYP. T.. lo FIL TER FABRIC-1— OAK STAKES 10' ON ND SEC77ON zi CENTER, TYPICAL EMB0 1: THE MIDDLE SEC77ON SHALL 17 XIS77NG GRADE, TYP. STAKE 12" MIN. BE INSTALLED LEVEL FOLLOWIN j THE GROUND CONTOUR LINE SEDIMENT BARRIER NOT TO SCALE X 94.1 SA N/F SOUTHEASTERN CONN WATER AUTHORITY 52-66 FORSYTH ROAD VOL. 128 PG. 180 N85'54'35"E 50.77' IAP 92 LOT 92 AREA=7,880 S.F. 0.1809 A.C. VOL. 552 PG. 846 4 f3 rjao. 96.21 X 93.99 N /F GERALD B. & CATHERINE BERNARD 8 NEW YORK ROAD VOL. 178 PG. 58 x 98, 17 ff X 98.99 X 100.41 R=777.50' L=87.92 fT=44.01' D=06'28'45" T -9 -- f I R 00 29.17' T=17.87IT- ' I 0 D=83'33'57" N --_ PROPOSED WATER SHUT-OFF X 99.09 h' X 100.19 \ » A PROPOSED OVERHEAD X 98.79 ELECTRIC, CATV & PHONE CONSTRUCTION ENTRANCE SERVICE LINES, VERIFY PROPOSED GAS LATERAL CONNECTION WITH UTILITY COMPANY VERIFY LOCATION OF GAS MAIN PRIOR TO CONSTRUCTION PRIOR TO ONSTRUCTION j X 99.89 PROPOSED SANITARY SEWER LATERAL SLOPE AT 2% MINIMUM PROPOSED WATER SERVICE VERIFY LOCATION AND ELEVATION OF VERIFY LOCATION OF MAIN EXISTING SNAITARY SEWER PRIOR TO PRIOR TO CONSTRUCTION CONSTRUCTION X 9.x.08 ALLPPAVEMENT CU FOR-UTILL# COWEPTIONS SHALL BE `" f1C REPAIRED IN ACCORDENCE WITH THE TOWN OF -M PUBLIC WORKS DEPARTMENT DIRECTIONS AND REQUIREMENTS X 1. 03 U.P. X 101.89 X 94.01 a U NOTES: THE PROPOSED TOP OF FOUNDA77ON (TOP FDN.), BASEMENT FLOOR (BSMT. FLR.), GARAGE FLOOR (GAR. FLR.) AND GRADING SHOWN ON THIS PLAN SHALL BE REVIEWED IN THE FIELD BY THE OWNER, BUILDER AND ARCHITECT PRIOR TO CONS7RUC77ON TO INSURE CONFORMANCE TO THE ARCHITECTURAL PLANS AND CONCEPTS. ANY ADJUSTMENTS TO 77 -IE PROPOSED ELEVA77ONS OR GRADING SHALL BE REVIEWED WITH THE ENGINEER TO INSURE PROPER FUNC77ON OF THE SANITARY AND STORM SEWER SYSTEMS. PRIOR TO ANY EXCA VA77ON OR GRADING ON THE SITE, THE CONTRACTOR SHALL VERIFY THE LOCA77ON OF ALL UNDERGROUND U77LI77ES BY CONTACTING THE CONNEC77CUT UNDERGROUND U77LITY PROTECTION PLAN FOR U77LITY MARK -OUT (7EL.1-800-922-4455) PRIOR TO THE START OF CONS7RUC77ON, STRIPPING OR GRADING, SEDIMENT BARRIERS SHOWN ON THIS PLAN SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS AND DETAILS OUTLINED IN 1NE CONNEC7lCUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CON7ROL, SECOND PRINTING, JANUARY 1988. THE BARRIERS SHALL REMAIN /N PLACE AND BE PROPERLY MAINTAINED UN77L ALL UPSTREAM AREAS ARE STABILIZED TO THE SA77SFAC77ON OF THE ENVIRONMENTAL PLANNER. AT THE REQUEST OF THE ENVIRONMENTAL PLANNER, ADD177ONAL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED TO ADDRESS FIELD CONDITIONS, ALL DISTURBED AREAS WHICH ARE TO BE STABILIZED WITH VEGETA77VE COVER SHALL BE TOPSOILED, FERTILIZED, SEEDED AND MULCHED IN ACCORDANCE WITH THE CONNEC77CUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, LATEST E01770N. ALL UNDERGROUND U77LITY (ELECTRIC, TELEPHONE, CATV, ETC.) INSTALLA 77ON SHALL PROVIDE FOR EFFECTIVE EROSION AND SEDIMENTATION CONTROL TO THEIR POINT OF CONNECTION. INSPEC77ON BY THE TOWN STAFF IS REQUIRED PRIOR TO THE ISSUANCE OF A CER77FICATE OF OCCUPANCY. THIS INSPEC77ON EVALUATES COMPLIANCE TO THE APPROVED PLOT PLAN AND THE PERMANENT STABILIZA77ON REQUIREMENT. THE BUILDER SHALL NOTIFY THE TOWN UPON COMPLE77ON OF PERMANENT STABILIZATION. A CER70CA TE OF OCCUPANCY SHALL NOT BE ISSUED PRIOR TO ADEQUATE S17E STABILIZA 77ON AS DETERMINED BY TOWN STAFF. ALL DRIVEWAY SHOULDERS SHOULD BE STABILIZED IMMEDIA TFL Y UPON COMPLE77ON OF ROUGH GRADING. THE DRIVEWAY ROADBED SHOULD BE STABILIZED WITH COMPACTED GRAVEL OR AGGREGATE AS SOON AS POSSIBLE. TOPSOIL AND/OR EXCA VA TED SUBSOIL SHOULD BE STOCKPILED WITHIN THE AREA OF DISTURBANCE IF NOT USED FOR ON SITE REGRADING. EACH STOCKPILE SHALL BE RINGED WITH SEDIMENT BARRIERS AND STABILIZED AS DIRECTED BY THE ENVIRONMENTAL PLANNER LUMBER AND BUILDING MATERIAL STOCKPILES, VEHICLE PARKING AND MOVEMENT SHALL BE CONFINED TO THE AREA OF DISTURBANCE. 7HE BUILDER SHALL PROVIDE A DUMPSTER FOR STORAGE AND/OR DISPOSAL OF ALL CONSTRUCTION WASTE LEGEND EXISTING PROPOSED IRON PIN O CONCRETE MONUMENT 13 PROPERTY LINE ABUT77NG PROPERTY LINES - — — -- - EASEMENT LINE --- --- ---• --- BUILDING LINE GROUND CONTOURS 2 101.25 SPOT ELEVA77ON 222.2 TREE LINE BUILDINGS ROOF OVERHANG LrJ STEPS/HA TCHWA Y ] CONC. PAVEMENT CONCRETE PAVEMENT BIT. PAVEMENT _ BITUMINOUS PAVEMENT -- -- --- -- -- -- O— s s SANITARY SEWERS s s Cly w —0-w—G WA TER MAINS / LA 7ERALS v F F FOUNDA 77ON DRAIN r r SEDIMENT BARRIER CONS7RUCT7ON ENTRANCE SOIL STOCKPILE SA ZONING TABLE -- R20 ZONE ITEM REQUIRED/ALLOWED PROPOSED LOT AREA 20,000 S.F. 7,880 S.F.* LOT FRONTAGE 100 FT. 87.92 FT.* FRONT YARD 40 FT. 42.00 FT. SIDE YARD 5 FT. MIN./12.5' TOTAL 16.00 FT./10.00 FT. REAR YARD 40 FT. 69.76 FT. MAX. BLDG. HEIGHT 35 FT. 35 FT. COVERAGE 30% (2364 S.F.) -T 912 S.F. (11.57%) LOT OF RECORD REFERENCE IS MADE TO MAPS TITLED: PLAN MADE FOR DAN STANAVAGE PROPERTY AT 12 NEW YORK ROAD OAKDALE, CONNECTICUT SCALE: Io N Q REVISIONS: cr SCALE. 1" = 10' SHEET 1 of 1 A- 18-0 12-P FILE: 18012.DWG S Q11)0v vOJ LQ Q M Q oz o wQZmz Q) C) zi O Quj M O Uzi' r No. I -c'4S yeC N F, JOHN R. MARTUCICI, P. E. # 19494 70074 a®nag JAMES W. DUTTON, L.S. #70074 THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE AND SHALL NOT BE USED IN WHOLE OR IN PART FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS CREATED WITHOUT THE EXPRESS WRITTEN CONSENT OF DUTTON ASSOCIATES, CLC. ANY UNAUTHORIZED USE, REUSE, MODIFICATION OR CONVERSION OF THIS DOCUMENT IS NOT ALLOWED AND IF SUCH OCCURS, THE OFFENDER PROSECUTED TO THE FULL EXTENT OF THE LAW. 2018 - DUTTON ASSOCIATES, CLC. Z fi.. Q U Id o < LLj P L1- © wo a. 7r d J LLJ Z 0Q Z C Z rr-- 0 N 1"=30' DATE: JULY 10, 2006 PREPARED BY A-2 MAPS AND SURVEYS ENGINEERING & SURVEYING 627 ROUTE 82, OAKDALE, CT." THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY. THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY. THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T -D. THIS SURVEY CONFORMS TO VERTICAL ACCURACY CLASS V-2. THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION AND SITE DESIGN. NO ZONING VIOLATIONS EXIST WITH REGARD TO THE PROPOSED HOUSE LOCATION OR SIZE. TOPOGRAPHIC INFORMATION, UTILITY LOCATIONS AND ELEVATIONS SHOWN AS APPROVED AND DEPICTED ON THE ABOVE REFERENCED PLANS. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON" THIS MAP IS NOT VALID UNLESS IT BEARS THE LIVE SIGNATURE AND SEAL OF THE UNDERSIGNED SURVEYOR. REVISIONS: DATE: 08/03/2018 SCALE. 1" = 10' SHEET 1 of 1 A- 18-0 12-P FILE: 18012.DWG