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Home My WebLink About24IWC7-339 Chesterfield Rd-Site Plan REV 7-13-242212" DIAMETERCORRUGATEDHDPE CULVERTS X6PROCESSEDAGGREGATE2" ASPHALTWATER CROSSING DETAIL 1" = 5'2" ASPHALTDRIVEWAY2% TOWARDWETLANDELECTRICALCONDUIT1' WIDE x 2' DEEPSTONE DIAPHRAGMLINED WITH GEOTEXTILEFABRIC AND FILLED WITHWASHED #2 STONESTONE DIAPHRAGM DETAILN.T.S.12" DIAMETERCORRUGATEDHDPE CULVERTS X6CROSS SECTIONTHROUGH SECTIONWFWF20WFWF19WFWF18WFWF17WFWF16WFWF15WFWF14WFWF13WFWF12WFWF11WFWF10WFWF9WFWF8WFWF7WFWF6WFWF5 WFWF4 WFWF3 WFWF2WFWF1WFWF124WFWF123WFWF122WFWF121WFWF120WFWF119WFWF118WFWF117WFWF116WFWF115 WFWF114WFWF113WFWF112WFWF111WFWF110WFWF109WFWF108WFWF107WFWF106WFWF105WFWF104WFWF103WFWF102WFWF101WFWF100WFWF1-1WFWF1-2WFWF1-3WFWF1-4WFWF1-5WFWF1-6WFWF1-7WFWF1-8WFWF1-9WFWF1-10WFWF1-11WFWF1-12WFWF1-13WFWF1-14WFWF1-45WFWF1-46ZONE X F EM A F IRM P ANE L 0 9 0 1 1C 0 3 3 3G E F F . 7 / 1 8 / 2 0 1 1OHEOHEOHEOHE APPROX. LOCAT IONOF PROPOSED HOUSEEXISTING HOUSE TO BEDEMOLISHED &EXISTING SEPTIC SYSTEMPROPERLY ABANDONEDTP1TP2TP3TP4PERCPERCEXISTINGWELL TO BEABANDONEDWETWETWE TWETWET WETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWETWET 50'50'50'50'50'50'50'50'50'50'50'50'50'50'50'50'50'50'50'50'50'50'WETWETWETWETWETWETWETWETWETWETWETWETWETWETWET WET WET WE T WETWETWETWETWETWETWETWETWETWE T WE T WE T W E T W E T WE T WET WET WET WET50'50'50'50'50'50'50'50'50'50'50'50'50'50'50' 50 '50'50'50'50'50'50'50'50'50' 5 0 ' 50' 50' 50' 50' 50' 50' 50'PROPOSEDWELL W W W 75'50'25'PRIMARYSSDSRESERVESSDSEX. SHEDTO BE REMOVED4+780+00 1+002+00 3+004+00 PROPOSEDSEPTIC TANK792 SF OF DISTURBANCE WITHINDELINEATED WETLAND AREA.DISTURBANCE LIMITED TO:1. CONSTRUCT WATER CROSSINGTO ALLOW VEHICULAR TRAFFIC SUFFICIENTFOR FIRE APPARATUS TO CROSS.2. 12' WIDE PAVED DRIVEWAY3. CUT BACK VEGETATION TO PROVIDEA 15' UNOBSTRUCTED PATH FORFIRE APPARATUS2,932 SF OF DISTURBANCEWITHIN UPLAND REVIEW AREA.DISURBANCE INCLUDES:1. 12' WIDE PAVED DRIVEWAY2. CUT BACK TREES TO PROVIDEA 15' WIDE UNOBSTRUCTED PATHFOR FIRE APPARATUS855 SF OF DISTURBANCEWITHIN UPLAND REVIEW AREA.DISTURBANCE INCLUDES:1. 12' WIDE PAVED DRIVEWAY2. CUT BACK TREES TO PROVIDEA 15' WIDE UNOBSTRUCTED PATHFOR FIRE APPARATUSEDGE OF PONDINLAND WETLANDSFIELD DELINEATED BYMARTIN BROGIE3/14/2024LIMIT OF 50'UPLAND REVIEWAREAL=32.78', R=625.00'C.B.=S89° 48' 29"ES88° 18' 19"E370.50'L=574.84', R=975.00'C.B.=N74° 48' 16"EN10° 21' 56"E21.27'N5° 16' 22"W26.20'N5° 37' 09"W128.77'N7° 33' 59"W95.40'IRS3803853954 0 0 405410415420425430430435DRAINAGE AREA USEDFOR STORMWATERCALCULATIONS:189,306 SF4.35 ACCULTEC 180HDINFILTRATION SYSTEMINVERT: 394'STONE DIAPHRAGM5' HIGH RET. WALLTAPERS TO GRADEENDSPORCHROOFLINE50' SETBACK LINEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEU G E UG E UGE UG E UGE UGE 404403402401400399 3 9 8395390385 WE T W E T WETWETWET50 ' 5 0 ' 5 0 'WETWETWETWETWETWET WET W E T WETWETWETW E T W E T WET WE T WET50'50'50'50'50'50'50'50'50' 50' 50'50'50'50' 50 ' 5 0 '382.4'382.2'384.3'STOCKPILETO MY KNOWLEDGE AND BELIEF, THIS MAP ISSUBSTANTIALLY CORRECT AS NOTED HEREON.RYAN E. THOMPSON PEL.29817C:\Users\ryant\Dropbox\Projects 2024\24-013 339 CHESTERFIELD RD\Survey\339 CHESTERFIELD RD PROPOSED.dwg July 13, 20241" = 'PROPERTY LINEBRL (SETBACK)EASEMENTFENCEOVERHEADELECTRICALLINEUNDERGROUNDELECTRICALLINEWATER PIPESTORM PIPEMAJORCONTOURMINOR CONTOURSTONE WALLPOWER POLEWATER METERCATCH BASINOHEW W 190N 90° 00' 00" EREVISIONS PREPARED BY:TITLE:SHEET: DRAWING SCALE:DATE:Feet0100.71201.422 OF 2 SITE DEVELOPMENT PLAN 20' SETBACK LINEUGE100.71 7-13-24 TOWN ENGINEER / SOIL SCIENTIST COMMENTS NAD 83 SPC RCL THOMPSON LLC ENGINEERING - SURVEYING 860-941-7721 www.rclthompson.com 19 Pepperbush Dr. Clinton, CT 06413 339 CHESTERFIELD RD OAKDALE, CT LEGEND:CHD -CONN. HIGHWAY MON.MS -MERESTONECMF -CONC. MON. FOUNDCMS -CONC. MON. SETSMF-STONE MON. FOUNDIRF -IRON REBAR FOUNDIRS -IRON REBAR SETIPF -IRON PIPE FOUNDPKS - PK NAIL SETPKF -PK NAIL FOUNDDHS - DRILL HOLE SETDHF -DRILL HOLE FOUND*WCAP -WITH CAPSITE GENERAL NOTES:1.SEE ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS.2.WATER SERVICE PROVIDED BY PRIVATE WELL.3.SANITARY SEWER SERVICE SEPTIC SYSTEM.4.THE OWNER/CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF THE EXISTING IMPROVEMENTS, AND PROPOSEDCONSTRUCTION WITH REFERENCE TO THE PROPERTY LINE AND SETBACK REQUIREMENTS.5.NO EXISTING WELLS ARE LOCATED WITHIN 75' OF THE PROPOSED LEACHING SYSTEM.6.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.7.CONTRACTOR TO BE RESPONSIBLE FOR EROSION CONTROL MAINTENANCE DURING DURATION OF THE PROJECT.SITE GRADING NOTES:1.THE EXCESS DIRT SHALL BE TEMPORARILY STOCKPILED WITHIN THE LOCATION SHOWN ON THE PLAN, AND IT SHALL BEPROTECTED BY THE PROPOSED E&S MEASURES.2.ALL EXCESS DIRT FROM GRADING / EXCAVATING SHALL BE SPREAD UNIFORMLY IN THE REAR OF THE LOT MAINTAINING AMINIMUM OF 5% GRADE AWAY FROM THE STRUCTURE AND A MAXIMUM 3H:1V SLOPE.EXISTING UTILITY NOTE:1.THE CONTRACTOR SHALL NOTIFY "CALL BEFORE YOU DIG" AND ALLOW ADEQUATE TIME FOR MARKING.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UTILITIES BEFORE COMMENCINGWORK AND FOR ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO LOCATE OR PRESERVE THESE UNDERGROUND ANDOVERHEAD UTILITIES. IF, DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR ENCOUNTERS UTILITIES OTHER THANTHOSE INDICATED BY "CALL BEFORE YOU DIG" AND MEMBER UTILITY COMPANIES, HE (SHE) SHALL IMMEDIATELY NOTIFYTHE OWNER AND TAKE NECESSARY AND APPROPRIATE STEPS TO PROTECT THE FACILITY AND ASSURE THECONTINUATION OF SERVICE.3.THE SITE CONTRACTORS/DEVELOPERS MUST VERIFY THE LOCATIONS AND ELEVATIONS OF ALL PUBLIC AND PRIVATEUTILITIES AND STRUCTURES AFFECTING THE SITE PRIOR TO THE START OF THE CONSTRUCTION. ANY CONFLICT WITHTHE PLAN MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY FOR RESOLUTION. FAILURE TO VERIFYEXISTING UTILITIES MAY RESULT IN COSTLY DELAYS AND REMEDIAL MEASURES.CONSTRUCTION ENTRANCE NOTE:1.DEPENDING ON ACTUAL SITE CONDITIONS AND LIMITATIONS, IN THE FIELD THE SITE INSPECTOR MAY ALLOW AN EXISTINGDRIVEWAY TO BE USED AS A CONSTRUCTION ENTRANCE, OR THE LENGTH OF THE STANDARD CONSTRUCTION TO BEMODIFIED.STOCKPILE NARRATIVE:1.THE SOIL FROM EXCAVATING FOUNDATION WILL BE STOCKPILED IN THE AREA AS SHOWN ON THIS SITE PLAN. DURINGCONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITHSEDIMENT TRAPPING MEASURES. ALL SOIL STOCKPILES, IF ANY, SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTERGRADING.2.THE HEIGHT OF THE STOCKPILES MATERIAL SHALL NOT EXCEED FOUR (4) FT. THE MAXIMUM SLOPE OF THE STOCKPILESHALL NOT BE GREATER THAN 3: 1.3.THE STOCKPILE MATERIALS SHALL BE PROTECTED FROM DRAINING INTO ADJOINING NON DISTURBED AREA BY SILTFENCE OR ANY OTHER SEDIMENT CONTROL DEVICES.4.EXCESS OR UNUSED STOCKPILE MATERIALS (IF ANY) SHALL BE GRADED INTO THE REAR YARD.SITE PREPARATION:1.CALL "CALL BEFORE YOU DIG" FOR MARK OUT OF ALL UTILITIES.2.INSTALL SILT FENCE.3.CLEAR AND GRUB DISTURBED AREAS AND STOCKPILE TOPSOIL & INSTALL EROSION CONTROL MEASURES.4.INITIATE SITE-WORK TO INSTALL SEPTIC SYSTEM, FOUNDATION WORK, AND DRIVEWAY. DO NOT COMPACT SOIL INVICINITY OF SEPTIC SYSTEM.5.PERMANENTLY STABILIZE DISTURBED AREAS.6.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AFTER SITE IS STABILIZED WITH VEGETATION.7.SOIL EROSION AND SEDIMENTATION CONTROL MAINTENANCE MUST OCCUR EVERY TWO WEEKS AND AFTER EVERY ½ ORGREATER RAINFALL EVENT X X X X X X X X X X X X X X X X X X X X X X X X X SILT FENCE W/STRAW BALES (TYP)FLOW DIRECTIONSTACKED ANDENTRENCHEDSTRAW BALE6"4"1' MINIMUMEXISTING GROUNDTYPICAL SECTIONSILT FENCE W/STRAW BALE DETAILN.T.S.100°XXXXXXXXWOODCHIPBERM (TYP)1.5' (MIN.)2'4'WOODCHIPSWOODCHIP BERMDETAILN.T.S.