Loading...
HomeMy WebLinkAboutSurveya w a c r c M i a c C; z a a z c V c a `u 2 } a i c 3 T 3 C _C a 3 a i C v r LL c Ck a c c r Tw W/ N/F ARTHUR GREGORY & S4ND A A. GREGORY YOLUW 174, PAGE 471 N1F THE CONNECTICUT LIGHT Cdr POWER COMPANY VOLUME 549, PAGE 825 ov� N/F AR"MN GREGORY & SEAM► A. GREGORY VOLL/W 174. PAGE 471 LEGEND & ABBRE"VIATIOWS IP 2� UTILITY POLE DRILL HOLE CL*P CONNECTICUT LIGHT 8r POWER n ♦ HLCO HARTFM ELECTRIC LIGHT COANPANY nib rtrs t AMORE OR LESS N/F AC ACRES LL C • REC RECOVERED [AND SUR"M N HISTORICAL LAND RECORD RESEARCH S.F. E FEET COMMERCIAL & RESIDENTIAL DEVELOPMENT PUBLIC SANITARY PUBLIC oCx7oo STONE WALL. P.O. BOX 184 • ROW OR DRILL HOLE TO SE SET 179 PACHAUG RIVER DRIVE S07U"12V '48we GRISWULD, CONNECTICUT 08351 • ANGLE POINT TELEPHONE 860 376-2006 \ 17& 17' FAX (8 60) 376-5899 ■ CONCRETE MONUMENT TO BE SEI" 0 2011 BOUND4WES LLO, 0 WF# 1 WETLAND FUG THIS DRAWING IS THE Pi PEl?7Y OF DOEMO RIES LLC AND MS BEEN SPECIFKALLY R= 1&aoo H 1 PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SAE, AND IS NOT TO BE Ls VOLUME 547 PAGE 620 72.52 1 DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PUWPOSE, PROJECT, LOCATION TAI= .36.76 24- cE OR OWNER WITHOUT THE £(PRESSED WRITTEN CONSENT OF BOUNaARIE"S LLC. 0alA= 23.04+5r C 72.03 H„ IP IRON PIPE DH DRILL HOLE ROR REBAR MON kKWL /ENT V3 CATiCH BASIN CMP CORM"TO METAL PIPE N/F NOW OR FOR#AMY RCP REINFORCED CONCRETE PIPE -- -i oo- -- EXISTING CONTOUR mu TRFEZINE TBS TO BE SET so 2996' S6733'411 9 18' SAT23'01'� E 1173697.45 N RyEY PROPMY LNC IS CBM OF SMNE WILL. A0W WA14UM AIRY Edi " BEf VM PAINaNAL ANGLE AOWIS .sem P14OPM17Y LAC IS CENTE7R OF SWW WALL ANNOR WM ATIONS MAY EAN6'T ME71MI N PRINCFAL ANGLE POWYS SHOWN GRAPHIC SCALE a so no ( ILL & N FEET ) pp t boY = 50 I HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATWIIN OF A PORTION OF THE PARCEL OF LAND DEPICTED HEREON THE MiTERFARTENT WATERCOURSES AND INLAND WETLAND BOUNDARIES AS PC(VMYED ARE AN ACCURATE REPRESEPffATTON OF THE DELINEATION PERF ED IN THE FIELD. 4�l-1' DEMAN A. SORRENW, C.S.S. GATE p SURTEY WO'lrES 1. Da SURKY MS REV PREPARED PURSUANT 70 THE REGULATIOMRS OF L' OANOECiXtff STATE AGPAXf S SECTOO 20-MOb-1 TWOUGF1 20-3Wb-20 AM TNE ISTAN ARDS FOR SURVEYS AND AAPS W TW STATE OF COWCWAir AS PREPARED AND ADOPTED BY THE CON WCTICUf ASSOCKTON OF LAlD $t1114bEYM, INC. ON SHIER 26, I N& IT 6 ASSUMED TO BE A 17EPEKVM RIESURWEY" ALONG THE EXTERIOR BUER+IIAARY OF IW SWI;IECT PARCEL AND AN "OMGMML S'UWEY' OF TME PROPOSED SUDOMSRW LOTS IT CONI-71RWS TO HORIONTAL ACCURACY CLASS "A-2' AND TOPOCMPW GLASS 7-20 ACCURACY STANDARDS THIS SURVEY WAS PREPARED IV DD'W T IW PROPOSED RESOENTIAL. SU00014 IONN OF THE SUBJECT PROPERTY. 2. BEARN+IGS AND NORTH ORIENTATION DEPICTED HEREON ARE 86M UPON CONNIECTK. ff STATE PLANE NAD 19&3 PER REF REP" MAF' "A" AND FIELD MW" BY GPS FIELD OBSERVAT1 N ON MAY 25, 2011. V0W.AL EAATUM LS ASS J. LAND RECORDS RESEARCH WAS COA*WM ON .rMA4RY 3, 2011. ACTUAL FIELD SURVEY MMS COMPLETED ON DECEMBER 17, 2010. 4. RECORD TITLE TO THE SUBJECT PROPERTY MAY BE REFEROM TO A WT CLAM DEED FROV JOIN LYNNCK a/k/a JOHN D. L"WW AND JOSV"W A. LYAXX TO WALTER ChARLES LYMCIC, AN0194EL AN1tJi0MRY LYM W AND JOHN D. LYNCK, A, DATED AUGUST 17, 1984, AND RECORDED IN THE TOWN OF NONTVaLE LAND RECORDS VOL #JE 150, PAGE 759. 5. TM PROPERTY AMY BE SUBJECT TO A RIGHT OF WAY AND WATER RIGHTS AS DESS IN MLaNntM LANK) RECORDS VOLUME 36, PAGE 521. 6 LIAA7S OF #N.AND WETLANDS AS DEPICTED HEREON WERE DEL#WATED BY, DEWA N A. SORRENTINO, C.SS. ON DECEAIM 2, 2010. 7. ALL SU87ERRAWM FE'ATURE'S HAVE NOT BEEN S40M tN:REi71M, If IS TW 'S RESPONSER17Y TO VEMFY ALL UTTUTY LOCAT06 MND ETLVA71ONS AND CONTACT 'BALL BERW YOU DIG" AT [FAST 48 HOtW PRIOR TO ANY EAR MPORK OPERATIM 8. TW SUR ECT PARCEL IS LOCATED ENTIRELY WTHWN FLOOD ZOW *r ON THE m4yaw FZOOD #nLmm E P1RoGaw FLOW IlZU ICE RATE AMP FOR IW TOWN OF AI WIWLLE. CONIMECTNCUt, NEW LaI IM COUNTY, COIAMNJIANTY PANNE. NILM ER 09OM 0016 C, PANEL FU SER 16 OF 16, AMP REMO DEC949W 5. 1995. REEREJVCEFAPS I - A. 'DOUN NARY SURVEY, LOT LINE REWSION. 97 JEROAIE ROAD A 25 KIL EEW ROW. AIOIMTVw I& OONNECTIr.Y1T. DATE 112612014 H -SCALE: 1 =80'" PR&PARED BY SHAWN A. SOUTHWOM, L.S. OF NOW"EA.ST Uil JWS M RVIiCF CO., FOR TME CONNECTICUT LOff & POWER COWPMNY. B: OPIAN S l0WINNG PbRMN OF PROPERTY OF JOHN D. A JO;SEPtAAANE A. LYIMCK..ABMW RCAAD, M N' WU& CONNEECTKW, SCALE -11-20', OCTOBER 1972' PREPARED BY DICESARE BENTLEY *UI NG. Ems, NX., GROTON-NORN04, CO NNEC17C T. E; "CONFILATION AMP, TOWN OF AKWIM & ANAP OF LAND SIMOWWIG LAND RaEASED TD ARTI,I O QWMW, ET AL BY THE STATE OF CONNECTICUT DEP+I UNEW OF TRANSPORTATION, CONN. TP9F- (1 305). SCALE -11-40. C ATE 5/14/96" PREPARED BY R09ERT J. BARON, R L S a 144 • gyp• N/F WLJER F. KRUSZEWW VOLUME 315, PAGE 138 Llb*-I,Z3 ' LMT OF #4N0 WEnMDS (TYP) PANAP1= W WEE DAPA AGE WE" AW 1801M TO ~ 70 BE CON1KM TO THE TOM OF AIDN HALE AM = 1,2M7t SF WATERCOURSE INLAND WETLANDS WF#1-05ai 5t � I t-4 ` 64BACI?FS LOCATION MAP SC": 1 '=1 000' R-20 ZONING R QUMEMEM rrzm REQUIRED MINIMUM LOT AREA 20,000 SF 100 FT MINIMUM LOT FRONTAGE MINIMUM FRONT YARD 40 FT MINIMUM SIDE YARD 15 FT MINIMUM. REAR YARD 40 FT MAXIMUM BUILDING HEIGHT 35 FT !TATER SUPPLY PUBLIC SANITARY PUBLIC N/F THO"a SHAIXaN Amy VOtUAIE 143, PAGE 860 B 11461 }�Q a 3035' (YOTAL) 9.24'-- Rw 145LW EXPOSED LEDGE L= 19.52 (T,P) TAN= 9.77 DELTA= 742'43" OLD CHORD= 1950 CH BNS sworsoow HLco j � 11481 , Wil -15` S07U"12V '48we • IRS ` \ 17& 17' I S0754'12V N F / 21.04JEFFREY G. & HOPE A • Mt 1 R= 1&aoo H 1 Ls VOLUME 547 PAGE 620 72.52 1 TAI= .36.76 24- cE 0alA= 23.04+5r C 72.03 H„ CH SRO= SOM35`161E Ex�nNG �J4 --�LF~ LTM MIWCCIV IRC tAW19uM WEtt �..� OF JENa W RW AW 7W PROFOM SIS -10-45-E STRE AS s, t 70 INE Gl*NlED TO THE TOWN OF AN WIWLLE FOR �Y 14PUR 1Z.E15' PURPOSES SHIFTS 1 �' ,AREA: 6,120.* SF (0.141 AC) , P1p RWEC 4 »4. r WFk- t WF 1-20 ITEC STONE FOUNOATION RE)"NS N1F SUSAN HERDING VOLUME 393, PAGE 377 32.49' , l6 LbL�� V L� . NB3'S5.39'N� J U L 1 12 019 23.43' 15B•8&' NW24 "40V N By 25'Ir • cac ARr23•121r REC 117.W N1F THE HARTFORD ELECTRIC` NIF LIGHT COMPANY t TEN LABOUNTY TAYLOR & co VOLUME M. PAGE 542 GEORGE RICHARD TAYLOR VOLUME 440, PAGE 941 m urr�rariPs �Lx.co Original ink sawing 70 MY KNOWLEDGE AND BELIEF THIS A44P IS SUBSTANTIALLY CORRECT AS NOTED HEREON." 70016 ki W—U. AULISE Jr. LS. LICENSE N0. DATE APPROVED BY THE INLAND WETI.AhW COMAEOF THE TOWN OF MONTVIL L, �OT CZ-E� CHAIRUW1SECRETARY WE APPROVED BY THE PLANNING & ZONMIG .COt OF THE: TOWN OF MONTVIL.LE . DATE OF COMPLETION OF ALL %l,�► I�z CWRUAN/SECR ' DATE SUBDI�VISION pf.�I.N 11PROPER11f SURTEY" PREPARED FOR I/V,r!A-L TEIZ Ll,JVICx 9 7 JEROME ROAD MONTVILLE., CONNECTICUT SCALE: 1 "=50' APRIL 2011 JOS I. D. NO. 10-1932 SHEET 1 OF 3 REV "A" FIELD VERIFICATION OF COORDINATE SYSTEM 5-26-11 REV "B" PER TOWN ENGINEER'S COMMENTS 8-1-11 REV "C" PER P&ZC APPROVAL B-30-11 NOT TO SCALE 2" BIT. CONC. PAVEMENT (MIN.) COMPACTED GRAVEL (MIN.) SECT70X VIEW NOT TO SCALE TRAFFIC BOUND GRAVEL SURFACE PAVE TO STREET LINE OR PAVEMENT APRON TO BE 9" HIGHER THAN GUTTER AT STREET LIVE MAINTAIN 1)j" LIP AT EDGE OF PAVEMENT -- , 4 .O n 0 N co r SEE SECTION VIEW -- BITUMINOUS 4' MIN CONCRETE TO STREET LINE Krp •+�v 1--nnulua ?'tjPIC.2ll DRI'VEWAY APRON NOT TO SCALE 2X2X36" RD WOOD STAKE (2 PER BALE) MMHfD RIP R4P AT INLET' AROUND FLARED 00 TO r• e • s .. SET PIPE INVERT 6" BELOW STREAM M ELEVATION AND BACKFILL 6" OF PIPE WITH NAnmL SLIBSIRATF IA47E'R14L MATCHING EXISTING UPSTREAM AND DOWNSTREAM ATE 2' SHOULDER WIDTH (TYP) WITH PROTECTIVE BARRIER (WOOD GUIDE RAIL, PROPOSED 12' BOULDERS OR APPROVED EQUAL) DRIVEWAY APPROVED RCP FLARED END BACKFILL (INSTALL MOtNFTE) Rip EXISTING 2 6 12" MIN -� 1 RAP AROUND FLARED S7REAMBED Jn. END SEC77ONS TO TOP ELEVATION o Q 0 0 0 0 0 0 o 0 0 o OF 24" RCF) TWIN 24" R+CPs PREFORMED SCOUR y , ° HOLE AT OUTLET yl. : ' ''•" ~ O°o00 Q - O O O 4 OO oOaaO STREAMBED ELEVATION INSTALL 6" ASM WIDTH OF CO04CRE7E M PIPE HILI 6" OF 6" OF 314' CRUS OR L3ENTOJWITE (OAR 12" w�TH OF NATLOW SUOSTI�A7E STONE OR COMPACTED SILT/CLAY ANTENRNL) AROUND POPE FOR AtATEf7Mt PROCESSED GRAVEL BEDDING ANTI -SEEP COLLAR TPROPOSED CU -L Y R lCROSS-SECTIOW NOTE: 1. USE SINGLE OR DOUBLE BALE HEIGHT AS REQUIRED. NOT TO SCALE orf • O.1 a°ea' M WOOD CHrp BERT Q NOT TO SCALE 3 -o 3� 4 ja L.L. C, LAND SURVEYING N MRSTOW.N- LAND RECORD RVS&W-14 COMM0XW & RESNDENTTAL. DEVaO M&O 0 P.O. BOX 184 179 PAC:HAUG RIR DRIVE o GRM VOLE, CO NNECnCUT 06351 7tEt.E'PKONE (860) 376-2006 FAX (860) 376-5899 Lia2011 SOUNIAARIES LLC THIS DRAWING IS THE PROPOW OF BOlNMES LLC AAID HAS SEEN SPIEC1FEALLY o PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SIT& AND IS NOT TO BE o DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PORP= PROJECT, LOCAWN d OR owNER wNTHoUT THE ExPREssm wRINrEN c oNSENT OF BOUNa4RIES LLC. TWIN 24" RM INSTALL MC RAP AROW END SECIX OF 24" RC NOT TO SCALE TWIN 24" RCPs PLAN VIE�It RCP FLARED ENDS EXIS7MIG GRADE N 118".._ .- INTFRMEENA7F RIP RAP 12' N-- GEOTE MILE (SEPARATION) 6" GRANULAR FILL-1SHOULD FIELD CONDITION WARRANT SIDE VIE1Af PRTF0_Rm �D SCOUR HOEE, NOT TO SCALE Ll + ix moww aAW IT BffLWRJM rr e. • i • • • • • • • • • L • i • • -11�M, M r 141a • •► 7► • 0,0 _ • • _ • _ • • PATEN ENT REPAIR - WAD MW W 504LE MINIMUM ,VARRA711'E THIS PROPOSAL INVOLVES A 2 LOT RESIDENTIAL SUBOEVISION ON A 14.5± ACRE PARCEL OF LAND LOCATED ON THE WEST SIDE OF JEROME ROAD. THE EASTERN 500' OF THE PROPERTY IS BISECTED BY AN INLAND WETLAND AREA THAT CONTAINS AN INTERMITTENT WATERCOURSE. LOT if CONTAINS AN EXISTING RESIDENTIAL DWELLING ADJACENT TD JEROME ROAD THAT WILL RaWN LOT 12 WILL BE DEVELOPED AS A RESIDENTIAL LOT INCLUDMMG THE CONSTRUCTION OF THE DRIVEWAY ACROSS THE WETLAND%INTERMITTENT WATERCOURSE WITH ASSOCIATED DRAINAGE CULVERTS IN ORDER TO ACCESS THE BUILDABLE PORTION OF THE LOT, THE INSTALLATION OF A MUNICIPAL WATER AND SEWER SERVICES AND UNDERGROUND UTILITIES: THE REGULATED INLAND WETLAND SOILS AND IRiERbITTENT WATERCOUSES IN THE EASTERLY 600'-700' WIDE AREA (DEVELOPMENT AREA) WERE DETERMINED BY DEMAN SORRENW, CERTFIED SOIL SCIENTIST. THE MAJORITY OF THE PROPERTY IS WOODED EXCEPT FOR THE 100'-150' WIDE AREA AVT TO JERDME ROAD WHICH IS DEVELOPED WITH THE tKUSE AND LAWN AREAS THE FRONT DEVELOPED AREA SLOPES ABOUT 10-152 DOWN FROM JEROME' ROD TO THE WE lANDS%WATERCOURSE. THE INLAND WETLAND AREA VARIES FROM 60'-100' IN WIDTH. THE PROPERTY WEST OF THIS 1IETtANDS AREA SLOPES DOWN TO THE EAST (TOWARDS THIS WETLANDS) AT AN 8-18x SLOPE THE INTERMITTENT WATERCOURSE FLOWS FROM THE SOUTH TO THE NORTH THROUGH THE PROPERTY. DUE TO THE TOPOGRAPHY AND LOCATION OF THE BUILDABLE AREA ON THE LOT OUTSIDE OF THE INLAND WETLAND REGIULATED AREA PROPOSED TWIN CULVERTS WILL BE INSTALLED UNDER THE NEW DRNMY TO WAVIAIN THE SAME HYDRAULIC REOW OF THE INTERMITTENT IMTERCOURSE ACCORDING TO THE MRCS WEB Sal. SURVEY, THE SOLS IN THE PROPOSED SLATE DEVELOPMENT AREA ARE WRAGAASETT SILT LOAM (3X TO 15X SLOPES, EXTREMELY STONY) AND SUTTON NN FINE SANDY LOW (2x TO 8X SLOPES, VERY STONY) AND CANTON AND CHARLTON SOILS (3.t TO 8A' SLOPES, VERY STONY). ESI CONTROL AWASURES TO 8E SIPlEAOM DURING CONSTRUCTION INCLUDE AN ANTI-TRACKNIG PAD AT THE DRIVEWAY ENTRANCE Aak4CEJNT TO JEROWE' ROAD, SEDIMEW FENCE OR WOOD CHIP BERMS DOWN GRADIENT OF CONSTRU000 AREAS. RIP RAP APRONS AT T•IE INLET AND OUTLET OF TT•LE PROPOSED DRIVEWAY CULVERTS AND STAKED HAY BALES AT THE PROPOSED CULVERT INLET AND OUTLET. ALL EROSION CONTROL MEASURES WELL BE MAINTAINED THROU LOUT THE PROJECT. AFTER CONSTRUCTION RS COMPt.M. ALL DI.STUROW AREAS SR•iAL . BE LaAmm (4" UNIMLN) AND SEEDED WITH GRASS FW PERIAI4409 STASU ATM. EROSION CONTROL MEASURES WILL 8E REMOVED ONLY AFTER ALL DISTURBED AREAS HAYS BEEN P9194NENTLY STABRIZED. CONS7RUCWN 6 EXPECTED TV BEGIN IN SUM"IFALL 2011 AND SHOULD TAKE 4 MONTHS. C0.XSTRUCT.r0WSEQUEWCE DRfVEVAy1"WET,LAjVD CROSSING 1. SECURE ALL WCESSARY LOCAL. STATE, AND FED&W PERMITS ALL WORK SHALL BE ACCOMPLISHED DURING THE ORI' SEASON (LATE SUMMER/EARLY FALL). 2 CLEAR ANY VEGETATION WITHIN THE PROPOSED WORK AREA. INSTALL SEDIMENT FENCE, STAKED HAY 84L.E5 OR A HOOD CHP BERM DOWMGIW ooff OF PROPOSED WETLAND CROSSING AREA AT LOCATIONS SHOWN. INSTALL STAKED HAY BALES OF PROPOSED CULVERTS AT LOCATIONS SHOW4N. 3. JF NECESSARY DDI ENDUE ON EXISTING FLOW, INSTALL SAND BAG BMW OR APPRI' WD EQUAL AND PUMP INV OROS DIVERT ANY FLOW AROUND CONSTRUCTION AREA TO INSTALL UTJLINS AND DRAINAGE NPROVEMENTS AN CRY" CONOITX)NS 4. EXCAVATE AND INSTALL UNDERGROUND SEINER AIDE WATER UTILITIES. DRAINAGE CULVERTS INCLUDING RIP RAP AREAS AT INLET' AND OUTLET AND UNnOMMMID unLM (ELECTM TELEPH W , CA&E TV) AS INDICATED BACKFILL PIPES IN ACCORDANCE WW APPLCME DETAILS. REMOVE DIVERSION MEASURES, IF USM 5. INSTALL GRAVEL ALL IN OTHER AREAS AD4ICENT TO WETLAND CROSSING. NECESSARY TO CONSTRUCT DRKWAY INCLUDING TARN OUT AREAS. INSTALL DRIVEWAY SURFACE 6. LOAM ALL. DISTUIMED AREAS WITH 4" OF TOIL, SEED AND MULCH. Z AFTER ALL AREAS HAVE BEEN PERN ANENTLY STABILIZED, REMOVE EROSION CONTROL MEASURES. COWS9-R'UCT.YOJVSEQUEWCE BUIL DIXCG 1. SECURE ALL NECESSW LOCAL. STATE; AND FEDERAL PEINAM 2. CLEAR ANY VEGETAM N WITHIN TW PROPOSED DIEVELOPMENT AREA. INSTALL SWItENT FENCE OR A WOOD CHIP BERM DOWMGRADMW OF PROPOSED CONSTRUCTION AREA AT LOCATIONS SRHOWN. 3. STRIP TOPSOIL IN HOUSE AREA AND STOCKPILE FOR FUTURE REUSE 4. EXCAVATE AND INSTALL BUILDING FOUNDATION AND BEGIN ambi NG coNsnwx7m. 5. CONNECT ALL UTILITIES COMPLETE DRIVEWAY CONSTRUCTION. 6. LOAM ALL DISTURBED AREAS WITH 4" OF TOPSOIL. SEED AND MULCH. 7. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED. REMOVE EROSION COTROL MEASURES 50' MINIMUM (SEE PLAN) 12' OR AS REQUIRED mommf `m mommo PUBLIC 1?04D ammm \-R=10' MIN (iYP) DOT 13 STONE FABRIC jLWV-TP' , .CXIWG PAD NOT TO SCALE rJ i • ♦ -IF�� � p�` i 6 QAl I �.._.�►-' � s - �,, ,w. ,rte � t r 1/►� ►. ��� t�� BACKFILL 110'* OF PRIOWC71W BWRNaER jr 278'- 4" PAC (BOTHSTADES) 4.100* SF OF 40 -" .j.: \ WETLANILD ounomacrS=1%4"� .. - 83.98 U118T OF #&AND SW13YOW PIPE CIK"V 83.40 (CL) D(CAWIF W _ . " IVEnAND (M) SRW TRW 78.10 (4" PVC) . - . X 6"x 6" .: ; Z; -` STORM TIN 81.09 (THIN 24" ROP) 83.69 MUCH FLOW WYERCOURSE EXIS WG GRADE - ' `-� m­� DDEPTH UND15notow ori, a Dmwft WETfAND CROSSIXG D BT..yIc GROUND SCALE. 1 " - 20' SEDIW ENTTEJE (CE DEI�.0 W? & W2 LIMY 81.79 0" BELOW STWA190) STREAMED ELEV n29 WITH 11'x5" MODMW W RAP APW W AT FLET WO HAY SALES (TVP) r d ROBERT J k P.)!.,'-CPSN97 LIC N0. DATE OPERA710JV& M..YUNTEN-ANCE OF EROS109V COATROf M EASU RES NO CONSTRUCTION SHALL PROCEED UNTIL PROPER SEDIMENTATION ANDEItI CONTROL METHODS HAVE BEEN INSTALLED AS THE SEQUENCE OF CONSTRUCTION NECESSITATES NO EQUIPMENT, MATERIALS OR MACHINERY SHALL BE STORED, CLEANED OR REPAIRED WITHIN FIFTY (50') FEET OF ANY INLAND WERAND OR WATERCOURSE. NO OBLIECT M48LE AMI7ERLALS RESULTING FROM ANY CLEARING ACTIVITY SHALL BE DISPOSED OF IN ANY INLAND WETLAND OR WATERCOURSE THIS INCLUDES, BUT IS NOT LIMITED TO, STUMPS, TREE ROOTS, MATTED ROOTS, WOOD CHIPS AND 0774ER DEBRIS. NO SOIL, ALL OR OTHER AMITER14LS SHALL BE DE 10SITED ►N SURROUNDING INLAND WETLANDS OR WATERCOURSES EXCEPT AS APPROVED BY THE MONTVILLE INLAND WETLANDS COMMISSION AND DEPICTED HEREON. W NERE DEWATERING IS NECESSARYY, THE PUMP SHALL NOT DISCHARGE DIRECTLY INTO ANY INLAND WETLAND OR WATERCOURSE: PROPER METHODS AND DEVICES SHALL BE UTILIZED, SUCH AS PUMPING THE WATER INTO A TEMPORARY SEDIMENTATION POOL,. PROVIDING SURGE PROTECTION AT THE INLET AND THE OUTLET OF PUMPS OR FLOATMRG THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED SOLIDS IF THE PUMPING OPERATION IS CAUSING TUROWITY PROS SMD OPERATION SHALL CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF CONTROLLING TURENDIRY ARE DETERMINED AND IMPLEMENTED. ALL TEMPORARY FILL, STORAGE OR STOCKPILE AREAS SHALL BE PR i4LY STABILIZED TO PREVENT EROSION AND SUITABLY CONTARM TO PREVENT TUOR&D RUNOFF FROM REENTERING A IVETLAND OR WATERCOURSE: ALL AREAS AFFECTED BY TEMPORARY nus MUST BE RESTORED TD INEIR ORIGME4L CONTOUR% AND REVEGETA70 WITH SUITA&E VEGETATION. THE USE OF TEMPORARY FILL AND/OR EXCAVATION SR•IALL BE AI WZED IV ONLY THAT AREA REQUIRED 70 PERFORM THE WORK. DUMPING OF OIL OR OTHER DELETERIOUS MATERIALS ON THE GROUND IS FORBIDDEN. THE DEVELOPER OR CONTRACTOR SHALL. PROVIDE A MEANS OF CATCHING. RETAINING AND PROPERLY DISPOSING OF DRAINED OIL. REMOVED OH. FILTERS, OR OTHER DEL.EIERIOUS AWTERAL FROM EQUIPMENT USED ON SITE, VEHICLE AWMENANCE SHALL BE Cl0MPLE7ED OFF SITE ALL OIL SPILLS SHALL BE IMMEDIATELY REPORTED TO THE DEPAR'TJIAENT OF E VIRONWENTAL PROTECTION/942ARDOUS MATERLALS OFFICE FAILURE TO Do SO MAY RESULT IN THE IMPOSITION OF F#&S UNDER THE APPLICABLE CONWC71CUT GENERAL STATUTES EVERY PRECAUTION SMALL BE USED WHILE WORKING IN THE WCI 17Y OF A WATERCOURSE 70 PREVENT AND MPAWZE THE DEGRADATION OF THE €WSTIlNG WATER QUALITY. ALL ACTIVITIES SHALL. BE IN CONFORMANCE TO AND CONSISTENT WITH ALL APPLICAR E WATER QUALITY STANDARDS AND MANAGEMENT PRACTICES AS SET FORTH BY LOCA[., STATE AND FEDERAL AGENCIES DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL MEASURES SAND MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINSTORM AND DURING A MAJOR STORM EVENT. ACCUMUI! AT D DEPOSITS OF SEDtAHENT AND SILT SHALL. BE PERK)OICALLY REMOVED FROM THE UPSTREAM SIDE OF THE EROSION AND SEDIMENT CONTROL BW07S, AND UPON ESTA&JShWENT OF pERAf4MENT SEEDING AND MULCHNG. SUCH MATERIALS REMOVED SHALL BE SPREAD AND STAL3MIZED IN NON-wETIAND AREAS WHICH ARE NOT SuBIECT TO DMION, OR WHICH ARE NOT TO BE PAVED OR BUILT UPON HAYBALES. SEDIMENT FENOE AND OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REPAIRED, CLEANED AND/OR REPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION PERIOD IN ORDER TO MAINTAIN COAIPLE7E AND INTEGRAL EROSION AND SEDNENT CONTROL PROTE'CTM. ONCE IN PLACE, ALL EROSION AND SEDIMENT CONTROL FACILITIES AND MEASURES ARE TO REAWN IN PLACE AND IN PROPER CON0fWN AND BE CONTTNUOtISL.Y MAINTAINED UNIX FINAL GRADING LAS BEEN COMPLETED. ALL DISTURBED AREAS UP+GRADIE7NT OF SAS FACILITIES HAVE BEEN PERMANENTLY STABILIZED AND ALL NEWLY GRASSED AREAS HAVE HAD AT LEAST TWO MOWINGS FOLLOWING SUCH PERMANENT STABILIZATION, THE FACILITIES SHALL BE Dom. REMOVED. AND DISPOSED OF IN AN APPROVED MANNER. ADDITIONAL EROSION AND SEDIMENT CONTROL_ MEASURES BEYOND THOSE SHOWN ON THE PLANS OR PRESCRIBED HEREIN SHALL BE PUT IN PLACE; WHENEVER NECESSARY. TO ADDRESS FIELD C0NDlT10NNS ANDfOR AS ORDERED BY THE TOWN OF MONIMLLE. DISTURBANCE OF THE LAND SHALL. BE LIMITED TO THE MINIMUM EXTENT NECESSARY TO COMPLETE THE PROPOSED DEVELOPMENT. ALL DMNG TREES AND SHRUBS SHALL BE CONSERVED WHERE POSSIBLE, EXCEPT THOSE WA OSE REMovAL IS REQUIRED TO PERFORM THE PROPOSED WORK. THE LIMITS OF DISTURBANCE SHALL BE ESTABLISHED IN THE FIELD PRIOR TO STARTING ANY ACTUAL CONSTRUCTION ACTMTIES AND SHALL BE GENERALLY AS DEPICTED BY THE LOT DEVELOPMENT DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TD INSPECT THE SITE IN ,ACCOR04NCE WITH THE PROCEDURES AS OUTLINED IN THE IGENEFAL PERMIT FOR THE DISCHARGE OF STORMWATE? AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVMES' AS ADOPTED BY THE DEPARTMENT OF ENVIRONMENTAL PROTEC77ON ON OCTOBER 1. 1992. THE CONTRACTOR SHALL INSPECT ALL DlSitlR8f0 AREAS OF CONSTT JGTIONN ACTIVITY T!•ra4T HAVE NOT BEEN ANALLY STABILIZED. STRUCTURAL CONTROL MEASURES. AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT I5 0.5 INCHES OR GREATER. WHERE SITES HAVE BEEN TEMPORARILY OR ANALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE CONSECUTIVE MONTHS. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS INAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR POLLUTANTS EN7EWIIG THE MK4GE SYSTEM. EIROSION ANT? SEDWENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE INSPECTED TO ENSURE THAT THEY ARE OPERATTMG CORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSKW CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS 7i0 RECEMNG 011ERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE' SITE SMALL BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT' TRACKING. ADDITXJNAL EROSION AND 'SEDIMENT CONTROL MEASURES BEYOND THOSE DEPICTED HEREIN SHALL BE PUT IN PLACE WHENEVER NECESSARY TO ADDRESS FIELD CONDITIONS AID/OR AS ORDERED BY THE TOWN OF MONTVNl_& OR THEIR DESIGNATED AGENT. THE CONTRACTOR SHALL APPOINT AN AGENT WHO SHALL LE PERSON&LY RESPONSIBLE FOR AftEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN AND ENFORCING THE PRESCRIBED SAFEGUARDS DURING THE CONSTRLX71ON PERIOD. THIS RESPONSWITY INCLUDES THE INSTALLATION AND MAIIiENANGE OF CONTROL MEASURES THROUGHOUT 7NE CONSTRUCTION PERIOD, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQURREAEMS AND OBJECTVES OF THE PLAN, N071Fi M THE PROPER TOWN AGENCIES AND OFFICIALS OF ANY TRoiSFER OF THRs R+ fESPONSIBRtlix, AND CONVEYING A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE OF THE LAND IS TRANSFERRED TO A THIRD PARTY. EROSIONCO.T/7ROl XOTESM 1. ALL UTA ARE APPROXBNTE CONTIVICTOR TO VERIFY ALL UiTLIW PRIOR TO CONNS'nW 'TM CONTACT I ALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION 2. 7W RESPONSIBILITY OF, THE INSTALLA71ON AND MAINTEW.NCE OF ALL EROSION CONTROL MEASURES 1S THE EXGVATILNV CONIRCT00, UNKNOWN AT THIS TIME: THE CONTRACTOR SWJ_L PROVIDE HES CONTACT INFORMATION TO THE MON'TVILLE PLANNING DEPARTMENT PRIOR TO COMMENCING WORK ON THIS PROPERTY. 3 TIME 02002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL' BY TIME CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION IN COOPER477ON WITH THE CONNECTICUT DEPARTMENT* OF EI&IRONMENTAL PROTECTION, DEP BULLETIN 34, SHALL BE USED FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL AWISURES. THE CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES AS NECESSARY IF DIRECTED BY THE' ENpNM OR THE TOWN OF MONTWLLE STAFF 4. SEMNHG FOR PERUVAI NT STABILZATONN SHALL BE DONE BETWEEN APRIL 15 THROUGH JUNE 15 OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CA"T BE DONE WITHIN THESE TIMES, APPLY TEMPORARY MULCH UNTIL NEXT SEEDING TIME SEED MD(TURE SHALL BE AS FOLLOWS: ALJ_ 2:1 SLOPE AREAS (:ROWAN VETCH 15 LBS/ACRE OR 0.35 LBS/1,000 SF PEREMMAL. RVEGRASS 10 LBS/ACRE OR 025 LIS/1,000 SF ALL OTHER GRASSED AREAS CREEPING RED FESCUE 20 LBS/ACRE OR 0.45 /1.000 SF REDTOP 2 LBS/ACRE OR 005 LIS/1,000 SF CROWN VETCH 15 LBS/ACRE OR 0.35 LBS11,000 SF 5. MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE APPLIED AT A RATE OF 2 BALES1100 SF 8. ALL EROSION CONTROL. AMEASURES SHALL BE INSPECTED WITHIN 24 HOURS AFTER RAIN EVENTS AND REPANRRED OR REPLACED AS NECESSARY TO ENSURE COMPL14MCE WITH THE APPROVED SOL EROSION AND SEDINIAENT CONTROL PLAN 0 . 0 SUBD PlAw ":N07ES & DE7.A7LS" PREPARED FOR LT "'ER L1j.TlIGx 9 7 JEROME ROAD MONTVILLE, CONNECTICUT SCALE: AS SHOWN APRIL 2011 JOB I. D. NO. 10-1932 SHEET 3 OF 3 REV "A" FIELD VERNFICATNON OF COORDINATE SYSTEM 5-26-11 REV "B" PEP TOWN ENGINEER'S COMMENTS 8-1-11 REV "C" PER P&ZC APPROVAL B-30--11 GRADE TRAFFIC BOUND GRAVEL SURFACE OR PAVEMENT FOR DRIVEWAY OR 4" Q 0 •O4 p .a Q':' a ! • o. 4 EED INO LOA"M AND S LAWN AEAS o, e•o-• , O` -.0 .04.. ° d'' o c: fC4*O' PRESSED GRAVEL © Q:o. • '_� _ ::;""v`o ::'Oti q/�./' "I, "JRV� Vi - i= IN DRVEWAYS."Q VEL RUN G oo0 o o 012', 1a°000 MIN fictN DAMETER 0 oaooao o OR APPROVEDGRAVEEL BACKFILL -y o° 0 ju °°°oo O o 0 0 0 I MATERIAL I 1- -0 ° ooUo 000 3/4" CRUSHED STONE -00 0o Q 0Qo 000000 000 0 STORM DRAINAGE PIPE (1YP) OR COMPACTED GRAV E -o o0 0 0000 000 0 0PROCESSED FiLil 0 0000 o 08fDD1VGi-0 OO0Q-0 0 SUBSTRATE Q O o o0oo °o°oa°°6"OFNATAL o°o: 0o0o0o0aa0 0 0 o a Q000Q°°°o0°0oo°Oo°o 6. °odo° o©o000°o©Q 11=111=1 11=11 I=1 11=1 11=1 11=1 11=1 11=1 11=1 i 1=1 11= NOTES. 1. IF PIPE IS PLACED IN OR ON LEDGE, ALL LEDGE WITHIN 12" OF PIPE SHALL BE REMOVED AND REPLACED WITH PIPE BEDDING. 2. MINIMUM PIPE COVER SMALL CONFORM TO MANUFACTURER'S SPECIFICATIONS. J. INSTALL AT LEAST 2 ANT! -SEEP COLLARS PER PIPE 4. ANCHOR PIPE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. q-*'W,rXS9'w0'R__M_ PIPE �"2ZEWCH NOT TO SCALE 2" BIT. CONC. PAVEMENT (MIN.) COMPACTED GRAVEL (MIN.) SECT70X VIEW NOT TO SCALE TRAFFIC BOUND GRAVEL SURFACE PAVE TO STREET LINE OR PAVEMENT APRON TO BE 9" HIGHER THAN GUTTER AT STREET LIVE MAINTAIN 1)j" LIP AT EDGE OF PAVEMENT -- , 4 .O n 0 N co r SEE SECTION VIEW -- BITUMINOUS 4' MIN CONCRETE TO STREET LINE Krp •+�v 1--nnulua ?'tjPIC.2ll DRI'VEWAY APRON NOT TO SCALE 2X2X36" RD WOOD STAKE (2 PER BALE) MMHfD RIP R4P AT INLET' AROUND FLARED 00 TO r• e • s .. SET PIPE INVERT 6" BELOW STREAM M ELEVATION AND BACKFILL 6" OF PIPE WITH NAnmL SLIBSIRATF IA47E'R14L MATCHING EXISTING UPSTREAM AND DOWNSTREAM ATE 2' SHOULDER WIDTH (TYP) WITH PROTECTIVE BARRIER (WOOD GUIDE RAIL, PROPOSED 12' BOULDERS OR APPROVED EQUAL) DRIVEWAY APPROVED RCP FLARED END BACKFILL (INSTALL MOtNFTE) Rip EXISTING 2 6 12" MIN -� 1 RAP AROUND FLARED S7REAMBED Jn. END SEC77ONS TO TOP ELEVATION o Q 0 0 0 0 0 0 o 0 0 o OF 24" RCF) TWIN 24" R+CPs PREFORMED SCOUR y , ° HOLE AT OUTLET yl. : ' ''•" ~ O°o00 Q - O O O 4 OO oOaaO STREAMBED ELEVATION INSTALL 6" ASM WIDTH OF CO04CRE7E M PIPE HILI 6" OF 6" OF 314' CRUS OR L3ENTOJWITE (OAR 12" w�TH OF NATLOW SUOSTI�A7E STONE OR COMPACTED SILT/CLAY ANTENRNL) AROUND POPE FOR AtATEf7Mt PROCESSED GRAVEL BEDDING ANTI -SEEP COLLAR TPROPOSED CU -L Y R lCROSS-SECTIOW NOTE: 1. USE SINGLE OR DOUBLE BALE HEIGHT AS REQUIRED. NOT TO SCALE orf • O.1 a°ea' M WOOD CHrp BERT Q NOT TO SCALE 3 -o 3� 4 ja L.L. C, LAND SURVEYING N MRSTOW.N- LAND RECORD RVS&W-14 COMM0XW & RESNDENTTAL. DEVaO M&O 0 P.O. BOX 184 179 PAC:HAUG RIR DRIVE o GRM VOLE, CO NNECnCUT 06351 7tEt.E'PKONE (860) 376-2006 FAX (860) 376-5899 Lia2011 SOUNIAARIES LLC THIS DRAWING IS THE PROPOW OF BOlNMES LLC AAID HAS SEEN SPIEC1FEALLY o PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SIT& AND IS NOT TO BE o DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PORP= PROJECT, LOCAWN d OR owNER wNTHoUT THE ExPREssm wRINrEN c oNSENT OF BOUNa4RIES LLC. TWIN 24" RM INSTALL MC RAP AROW END SECIX OF 24" RC NOT TO SCALE TWIN 24" RCPs PLAN VIE�It RCP FLARED ENDS EXIS7MIG GRADE N 118".._ .- INTFRMEENA7F RIP RAP 12' N-- GEOTE MILE (SEPARATION) 6" GRANULAR FILL-1SHOULD FIELD CONDITION WARRANT SIDE VIE1Af PRTF0_Rm �D SCOUR HOEE, NOT TO SCALE Ll + ix moww aAW IT BffLWRJM rr e. • i • • • • • • • • • L • i • • -11�M, M r 141a • •► 7► • 0,0 _ • • _ • _ • • PATEN ENT REPAIR - WAD MW W 504LE MINIMUM ,VARRA711'E THIS PROPOSAL INVOLVES A 2 LOT RESIDENTIAL SUBOEVISION ON A 14.5± ACRE PARCEL OF LAND LOCATED ON THE WEST SIDE OF JEROME ROAD. THE EASTERN 500' OF THE PROPERTY IS BISECTED BY AN INLAND WETLAND AREA THAT CONTAINS AN INTERMITTENT WATERCOURSE. LOT if CONTAINS AN EXISTING RESIDENTIAL DWELLING ADJACENT TD JEROME ROAD THAT WILL RaWN LOT 12 WILL BE DEVELOPED AS A RESIDENTIAL LOT INCLUDMMG THE CONSTRUCTION OF THE DRIVEWAY ACROSS THE WETLAND%INTERMITTENT WATERCOURSE WITH ASSOCIATED DRAINAGE CULVERTS IN ORDER TO ACCESS THE BUILDABLE PORTION OF THE LOT, THE INSTALLATION OF A MUNICIPAL WATER AND SEWER SERVICES AND UNDERGROUND UTILITIES: THE REGULATED INLAND WETLAND SOILS AND IRiERbITTENT WATERCOUSES IN THE EASTERLY 600'-700' WIDE AREA (DEVELOPMENT AREA) WERE DETERMINED BY DEMAN SORRENW, CERTFIED SOIL SCIENTIST. THE MAJORITY OF THE PROPERTY IS WOODED EXCEPT FOR THE 100'-150' WIDE AREA AVT TO JERDME ROAD WHICH IS DEVELOPED WITH THE tKUSE AND LAWN AREAS THE FRONT DEVELOPED AREA SLOPES ABOUT 10-152 DOWN FROM JEROME' ROD TO THE WE lANDS%WATERCOURSE. THE INLAND WETLAND AREA VARIES FROM 60'-100' IN WIDTH. THE PROPERTY WEST OF THIS 1IETtANDS AREA SLOPES DOWN TO THE EAST (TOWARDS THIS WETLANDS) AT AN 8-18x SLOPE THE INTERMITTENT WATERCOURSE FLOWS FROM THE SOUTH TO THE NORTH THROUGH THE PROPERTY. DUE TO THE TOPOGRAPHY AND LOCATION OF THE BUILDABLE AREA ON THE LOT OUTSIDE OF THE INLAND WETLAND REGIULATED AREA PROPOSED TWIN CULVERTS WILL BE INSTALLED UNDER THE NEW DRNMY TO WAVIAIN THE SAME HYDRAULIC REOW OF THE INTERMITTENT IMTERCOURSE ACCORDING TO THE MRCS WEB Sal. SURVEY, THE SOLS IN THE PROPOSED SLATE DEVELOPMENT AREA ARE WRAGAASETT SILT LOAM (3X TO 15X SLOPES, EXTREMELY STONY) AND SUTTON NN FINE SANDY LOW (2x TO 8X SLOPES, VERY STONY) AND CANTON AND CHARLTON SOILS (3.t TO 8A' SLOPES, VERY STONY). ESI CONTROL AWASURES TO 8E SIPlEAOM DURING CONSTRUCTION INCLUDE AN ANTI-TRACKNIG PAD AT THE DRIVEWAY ENTRANCE Aak4CEJNT TO JEROWE' ROAD, SEDIMEW FENCE OR WOOD CHIP BERMS DOWN GRADIENT OF CONSTRU000 AREAS. RIP RAP APRONS AT T•IE INLET AND OUTLET OF TT•LE PROPOSED DRIVEWAY CULVERTS AND STAKED HAY BALES AT THE PROPOSED CULVERT INLET AND OUTLET. ALL EROSION CONTROL MEASURES WELL BE MAINTAINED THROU LOUT THE PROJECT. AFTER CONSTRUCTION RS COMPt.M. ALL DI.STUROW AREAS SR•iAL . BE LaAmm (4" UNIMLN) AND SEEDED WITH GRASS FW PERIAI4409 STASU ATM. EROSION CONTROL MEASURES WILL 8E REMOVED ONLY AFTER ALL DISTURBED AREAS HAYS BEEN P9194NENTLY STABRIZED. CONS7RUCWN 6 EXPECTED TV BEGIN IN SUM"IFALL 2011 AND SHOULD TAKE 4 MONTHS. C0.XSTRUCT.r0WSEQUEWCE DRfVEVAy1"WET,LAjVD CROSSING 1. SECURE ALL WCESSARY LOCAL. STATE, AND FED&W PERMITS ALL WORK SHALL BE ACCOMPLISHED DURING THE ORI' SEASON (LATE SUMMER/EARLY FALL). 2 CLEAR ANY VEGETATION WITHIN THE PROPOSED WORK AREA. INSTALL SEDIMENT FENCE, STAKED HAY 84L.E5 OR A HOOD CHP BERM DOWMGIW ooff OF PROPOSED WETLAND CROSSING AREA AT LOCATIONS SHOWN. INSTALL STAKED HAY BALES OF PROPOSED CULVERTS AT LOCATIONS SHOW4N. 3. JF NECESSARY DDI ENDUE ON EXISTING FLOW, INSTALL SAND BAG BMW OR APPRI' WD EQUAL AND PUMP INV OROS DIVERT ANY FLOW AROUND CONSTRUCTION AREA TO INSTALL UTJLINS AND DRAINAGE NPROVEMENTS AN CRY" CONOITX)NS 4. EXCAVATE AND INSTALL UNDERGROUND SEINER AIDE WATER UTILITIES. DRAINAGE CULVERTS INCLUDING RIP RAP AREAS AT INLET' AND OUTLET AND UNnOMMMID unLM (ELECTM TELEPH W , CA&E TV) AS INDICATED BACKFILL PIPES IN ACCORDANCE WW APPLCME DETAILS. REMOVE DIVERSION MEASURES, IF USM 5. INSTALL GRAVEL ALL IN OTHER AREAS AD4ICENT TO WETLAND CROSSING. NECESSARY TO CONSTRUCT DRKWAY INCLUDING TARN OUT AREAS. INSTALL DRIVEWAY SURFACE 6. LOAM ALL. DISTUIMED AREAS WITH 4" OF TOIL, SEED AND MULCH. Z AFTER ALL AREAS HAVE BEEN PERN ANENTLY STABILIZED, REMOVE EROSION CONTROL MEASURES. COWS9-R'UCT.YOJVSEQUEWCE BUIL DIXCG 1. SECURE ALL NECESSW LOCAL. STATE; AND FEDERAL PEINAM 2. CLEAR ANY VEGETAM N WITHIN TW PROPOSED DIEVELOPMENT AREA. INSTALL SWItENT FENCE OR A WOOD CHIP BERM DOWMGRADMW OF PROPOSED CONSTRUCTION AREA AT LOCATIONS SRHOWN. 3. STRIP TOPSOIL IN HOUSE AREA AND STOCKPILE FOR FUTURE REUSE 4. EXCAVATE AND INSTALL BUILDING FOUNDATION AND BEGIN ambi NG coNsnwx7m. 5. CONNECT ALL UTILITIES COMPLETE DRIVEWAY CONSTRUCTION. 6. LOAM ALL DISTURBED AREAS WITH 4" OF TOPSOIL. SEED AND MULCH. 7. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED. REMOVE EROSION COTROL MEASURES 50' MINIMUM (SEE PLAN) 12' OR AS REQUIRED mommf `m mommo PUBLIC 1?04D ammm \-R=10' MIN (iYP) DOT 13 STONE FABRIC jLWV-TP' , .CXIWG PAD NOT TO SCALE rJ i • ♦ -IF�� � p�` i 6 QAl I �.._.�►-' � s - �,, ,w. ,rte � t r 1/►� ►. ��� t�� BACKFILL 110'* OF PRIOWC71W BWRNaER jr 278'- 4" PAC (BOTHSTADES) 4.100* SF OF 40 -" .j.: \ WETLANILD ounomacrS=1%4"� .. - 83.98 U118T OF #&AND SW13YOW PIPE CIK"V 83.40 (CL) D(CAWIF W _ . " IVEnAND (M) SRW TRW 78.10 (4" PVC) . - . X 6"x 6" .: ; Z; -` STORM TIN 81.09 (THIN 24" ROP) 83.69 MUCH FLOW WYERCOURSE EXIS WG GRADE - ' `-� m­� DDEPTH UND15notow ori, a Dmwft WETfAND CROSSIXG D BT..yIc GROUND SCALE. 1 " - 20' SEDIW ENTTEJE (CE DEI�.0 W? & W2 LIMY 81.79 0" BELOW STWA190) STREAMED ELEV n29 WITH 11'x5" MODMW W RAP APW W AT FLET WO HAY SALES (TVP) r d ROBERT J k P.)!.,'-CPSN97 LIC N0. DATE OPERA710JV& M..YUNTEN-ANCE OF EROS109V COATROf M EASU RES NO CONSTRUCTION SHALL PROCEED UNTIL PROPER SEDIMENTATION ANDEItI CONTROL METHODS HAVE BEEN INSTALLED AS THE SEQUENCE OF CONSTRUCTION NECESSITATES NO EQUIPMENT, MATERIALS OR MACHINERY SHALL BE STORED, CLEANED OR REPAIRED WITHIN FIFTY (50') FEET OF ANY INLAND WERAND OR WATERCOURSE. NO OBLIECT M48LE AMI7ERLALS RESULTING FROM ANY CLEARING ACTIVITY SHALL BE DISPOSED OF IN ANY INLAND WETLAND OR WATERCOURSE THIS INCLUDES, BUT IS NOT LIMITED TO, STUMPS, TREE ROOTS, MATTED ROOTS, WOOD CHIPS AND 0774ER DEBRIS. NO SOIL, ALL OR OTHER AMITER14LS SHALL BE DE 10SITED ►N SURROUNDING INLAND WETLANDS OR WATERCOURSES EXCEPT AS APPROVED BY THE MONTVILLE INLAND WETLANDS COMMISSION AND DEPICTED HEREON. W NERE DEWATERING IS NECESSARYY, THE PUMP SHALL NOT DISCHARGE DIRECTLY INTO ANY INLAND WETLAND OR WATERCOURSE: PROPER METHODS AND DEVICES SHALL BE UTILIZED, SUCH AS PUMPING THE WATER INTO A TEMPORARY SEDIMENTATION POOL,. PROVIDING SURGE PROTECTION AT THE INLET AND THE OUTLET OF PUMPS OR FLOATMRG THE INTAKE OF THE PUMP, OR OTHER METHODS TO MINIMIZE AND RETAIN THE SUSPENDED SOLIDS IF THE PUMPING OPERATION IS CAUSING TUROWITY PROS SMD OPERATION SHALL CEASE UNTIL SUCH TIME AS FEASIBLE MEANS OF CONTROLLING TURENDIRY ARE DETERMINED AND IMPLEMENTED. ALL TEMPORARY FILL, STORAGE OR STOCKPILE AREAS SHALL BE PR i4LY STABILIZED TO PREVENT EROSION AND SUITABLY CONTARM TO PREVENT TUOR&D RUNOFF FROM REENTERING A IVETLAND OR WATERCOURSE: ALL AREAS AFFECTED BY TEMPORARY nus MUST BE RESTORED TD INEIR ORIGME4L CONTOUR% AND REVEGETA70 WITH SUITA&E VEGETATION. THE USE OF TEMPORARY FILL AND/OR EXCAVATION SR•IALL BE AI WZED IV ONLY THAT AREA REQUIRED 70 PERFORM THE WORK. DUMPING OF OIL OR OTHER DELETERIOUS MATERIALS ON THE GROUND IS FORBIDDEN. THE DEVELOPER OR CONTRACTOR SHALL. PROVIDE A MEANS OF CATCHING. RETAINING AND PROPERLY DISPOSING OF DRAINED OIL. REMOVED OH. FILTERS, OR OTHER DEL.EIERIOUS AWTERAL FROM EQUIPMENT USED ON SITE, VEHICLE AWMENANCE SHALL BE Cl0MPLE7ED OFF SITE ALL OIL SPILLS SHALL BE IMMEDIATELY REPORTED TO THE DEPAR'TJIAENT OF E VIRONWENTAL PROTECTION/942ARDOUS MATERLALS OFFICE FAILURE TO Do SO MAY RESULT IN THE IMPOSITION OF F#&S UNDER THE APPLICABLE CONWC71CUT GENERAL STATUTES EVERY PRECAUTION SMALL BE USED WHILE WORKING IN THE WCI 17Y OF A WATERCOURSE 70 PREVENT AND MPAWZE THE DEGRADATION OF THE €WSTIlNG WATER QUALITY. ALL ACTIVITIES SHALL. BE IN CONFORMANCE TO AND CONSISTENT WITH ALL APPLICAR E WATER QUALITY STANDARDS AND MANAGEMENT PRACTICES AS SET FORTH BY LOCA[., STATE AND FEDERAL AGENCIES DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL MEASURES SAND MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINSTORM AND DURING A MAJOR STORM EVENT. ACCUMUI! AT D DEPOSITS OF SEDtAHENT AND SILT SHALL. BE PERK)OICALLY REMOVED FROM THE UPSTREAM SIDE OF THE EROSION AND SEDIMENT CONTROL BW07S, AND UPON ESTA&JShWENT OF pERAf4MENT SEEDING AND MULCHNG. SUCH MATERIALS REMOVED SHALL BE SPREAD AND STAL3MIZED IN NON-wETIAND AREAS WHICH ARE NOT SuBIECT TO DMION, OR WHICH ARE NOT TO BE PAVED OR BUILT UPON HAYBALES. SEDIMENT FENOE AND OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REPAIRED, CLEANED AND/OR REPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION PERIOD IN ORDER TO MAINTAIN COAIPLE7E AND INTEGRAL EROSION AND SEDNENT CONTROL PROTE'CTM. ONCE IN PLACE, ALL EROSION AND SEDIMENT CONTROL FACILITIES AND MEASURES ARE TO REAWN IN PLACE AND IN PROPER CON0fWN AND BE CONTTNUOtISL.Y MAINTAINED UNIX FINAL GRADING LAS BEEN COMPLETED. ALL DISTURBED AREAS UP+GRADIE7NT OF SAS FACILITIES HAVE BEEN PERMANENTLY STABILIZED AND ALL NEWLY GRASSED AREAS HAVE HAD AT LEAST TWO MOWINGS FOLLOWING SUCH PERMANENT STABILIZATION, THE FACILITIES SHALL BE Dom. REMOVED. AND DISPOSED OF IN AN APPROVED MANNER. ADDITIONAL EROSION AND SEDIMENT CONTROL_ MEASURES BEYOND THOSE SHOWN ON THE PLANS OR PRESCRIBED HEREIN SHALL BE PUT IN PLACE; WHENEVER NECESSARY. TO ADDRESS FIELD C0NDlT10NNS ANDfOR AS ORDERED BY THE TOWN OF MONIMLLE. DISTURBANCE OF THE LAND SHALL. BE LIMITED TO THE MINIMUM EXTENT NECESSARY TO COMPLETE THE PROPOSED DEVELOPMENT. ALL DMNG TREES AND SHRUBS SHALL BE CONSERVED WHERE POSSIBLE, EXCEPT THOSE WA OSE REMovAL IS REQUIRED TO PERFORM THE PROPOSED WORK. THE LIMITS OF DISTURBANCE SHALL BE ESTABLISHED IN THE FIELD PRIOR TO STARTING ANY ACTUAL CONSTRUCTION ACTMTIES AND SHALL BE GENERALLY AS DEPICTED BY THE LOT DEVELOPMENT DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TD INSPECT THE SITE IN ,ACCOR04NCE WITH THE PROCEDURES AS OUTLINED IN THE IGENEFAL PERMIT FOR THE DISCHARGE OF STORMWATE? AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVMES' AS ADOPTED BY THE DEPARTMENT OF ENVIRONMENTAL PROTEC77ON ON OCTOBER 1. 1992. THE CONTRACTOR SHALL INSPECT ALL DlSitlR8f0 AREAS OF CONSTT JGTIONN ACTIVITY T!•ra4T HAVE NOT BEEN ANALLY STABILIZED. STRUCTURAL CONTROL MEASURES. AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT I5 0.5 INCHES OR GREATER. WHERE SITES HAVE BEEN TEMPORARILY OR ANALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE CONSECUTIVE MONTHS. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS INAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR POLLUTANTS EN7EWIIG THE MK4GE SYSTEM. EIROSION ANT? SEDWENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE INSPECTED TO ENSURE THAT THEY ARE OPERATTMG CORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSKW CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS 7i0 RECEMNG 011ERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE' SITE SMALL BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT' TRACKING. ADDITXJNAL EROSION AND 'SEDIMENT CONTROL MEASURES BEYOND THOSE DEPICTED HEREIN SHALL BE PUT IN PLACE WHENEVER NECESSARY TO ADDRESS FIELD CONDITIONS AID/OR AS ORDERED BY THE TOWN OF MONTVNl_& OR THEIR DESIGNATED AGENT. THE CONTRACTOR SHALL APPOINT AN AGENT WHO SHALL LE PERSON&LY RESPONSIBLE FOR AftEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN AND ENFORCING THE PRESCRIBED SAFEGUARDS DURING THE CONSTRLX71ON PERIOD. THIS RESPONSWITY INCLUDES THE INSTALLATION AND MAIIiENANGE OF CONTROL MEASURES THROUGHOUT 7NE CONSTRUCTION PERIOD, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQURREAEMS AND OBJECTVES OF THE PLAN, N071Fi M THE PROPER TOWN AGENCIES AND OFFICIALS OF ANY TRoiSFER OF THRs R+ fESPONSIBRtlix, AND CONVEYING A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE OF THE LAND IS TRANSFERRED TO A THIRD PARTY. EROSIONCO.T/7ROl XOTESM 1. ALL UTA ARE APPROXBNTE CONTIVICTOR TO VERIFY ALL UiTLIW PRIOR TO CONNS'nW 'TM CONTACT I ALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION 2. 7W RESPONSIBILITY OF, THE INSTALLA71ON AND MAINTEW.NCE OF ALL EROSION CONTROL MEASURES 1S THE EXGVATILNV CONIRCT00, UNKNOWN AT THIS TIME: THE CONTRACTOR SWJ_L PROVIDE HES CONTACT INFORMATION TO THE MON'TVILLE PLANNING DEPARTMENT PRIOR TO COMMENCING WORK ON THIS PROPERTY. 3 TIME 02002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL' BY TIME CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION IN COOPER477ON WITH THE CONNECTICUT DEPARTMENT* OF EI&IRONMENTAL PROTECTION, DEP BULLETIN 34, SHALL BE USED FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL AWISURES. THE CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES AS NECESSARY IF DIRECTED BY THE' ENpNM OR THE TOWN OF MONTWLLE STAFF 4. SEMNHG FOR PERUVAI NT STABILZATONN SHALL BE DONE BETWEEN APRIL 15 THROUGH JUNE 15 OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CA"T BE DONE WITHIN THESE TIMES, APPLY TEMPORARY MULCH UNTIL NEXT SEEDING TIME SEED MD(TURE SHALL BE AS FOLLOWS: ALJ_ 2:1 SLOPE AREAS (:ROWAN VETCH 15 LBS/ACRE OR 0.35 LBS/1,000 SF PEREMMAL. RVEGRASS 10 LBS/ACRE OR 025 LIS/1,000 SF ALL OTHER GRASSED AREAS CREEPING RED FESCUE 20 LBS/ACRE OR 0.45 /1.000 SF REDTOP 2 LBS/ACRE OR 005 LIS/1,000 SF CROWN VETCH 15 LBS/ACRE OR 0.35 LBS11,000 SF 5. MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE APPLIED AT A RATE OF 2 BALES1100 SF 8. ALL EROSION CONTROL. AMEASURES SHALL BE INSPECTED WITHIN 24 HOURS AFTER RAIN EVENTS AND REPANRRED OR REPLACED AS NECESSARY TO ENSURE COMPL14MCE WITH THE APPROVED SOL EROSION AND SEDINIAENT CONTROL PLAN 0 . 0 SUBD PlAw ":N07ES & DE7.A7LS" PREPARED FOR LT "'ER L1j.TlIGx 9 7 JEROME ROAD MONTVILLE, CONNECTICUT SCALE: AS SHOWN APRIL 2011 JOB I. D. NO. 10-1932 SHEET 3 OF 3 REV "A" FIELD VERNFICATNON OF COORDINATE SYSTEM 5-26-11 REV "B" PEP TOWN ENGINEER'S COMMENTS 8-1-11 REV "C" PER P&ZC APPROVAL B-30--11 LL 4 kc Lr. c i c c LL ck Z a a z u 5 c U a C 5 .30 c c `a C ON 3 M Q c c V11 c a a c c "�w iv ,L EG E.J m � , A BR EY- ".�I.TI'0jvs M.3 UnLITY POLE CL&P CONNECTICUT LIGHT & POWER SNE? SOUTHERN NEW ENGLAND TELEPHONE HLCO HARTr(M ELECTRIC LIGHT COMPANY f MORE O4 LESS REC RECOVERED S.F. SQUARE FEET oc�oc STONE WALL • REBAR OR DRILL HOLE TO BE SET • ANGLE POINT ■ CONCRETE MONUMENT TO BE SET TBS TO BE SET FND FOUND /P IRON PIPE DH DRILL HOLE REAR REBAR MON MONUMENT p CATCH BASIN CHIP CORRUGATED METAL PIPE HDPE HIGH DENSITY POLYETHYLENE ® WELL Q WF#! WETLAND FLAG NIF NOW OR FORMERLY - -, oo— - EXISTING CONTOUR -f ___ PROMSED CONTOUR imx PROPOSED SPOT ELEVAW N SAN S NIIARY MH MANHOLE FT FEET S SLOPE FD FW77NG DRAIN OUTLET PIPE -- W — WATER LINE — U — UNDERGROUND UTIUTIES — SAN SANITARY UNE FF FINISHED FLOOR ELw BASEMEN' TREEUNE .-�--, PROPOSED LANT OF DISTURBANCE — BU&&NG SETBACK UNE "Tallun-bttrirs j 2_2Q a _ ; ANT OR \ PRO OSE WOOD CHIP {1YP) (lox `� \ �0PROPOSED UNDERGRC \ \ PROPOSED NNTER Ma S WARY CLEAWUT To &%DE INV 82.16 THIS PROPERTY HAS WEIIANO, WTERCOURSE, SWWP, U4M OR BOG CfAaCTEMSTICS WHICH HAVE BION DERNIER BY THIS DOCUMENT REFORE THE INLAND WETLANDS COIMISSKW OF THE TOWN OF ANON MLLE, CMECTICUT. PL SE OF TM PROPERTY CONVEYS INE RF BILITY OF AaVW BY ALL fEDBAL STATE AND MtW"F L REMATIDNS FOR TW PRESEIMTVN AND PROTECTION OF Tf*SE NEGUTATED AREAS' : SEE THE VdAND WEAAAMS & WiERtaO MSES REGULATIONS" OF THE TOM OF MONTVILLE FOR PERMITTED USES OF THESE AREAS. ANY StARWO AMT CHAS TO THESE PLANS WILL REQUIRE THE APPROVAL OF THE INLAND WETLANDS C00AISS10N OF THE TOM OF t tsKe STOCKPILE FEASIBLE BOULDER SLOPE - GIV 41 700. ---1 3.98± ACRES � � \ � \ � � 40\ 'PASSIVE SOLAR BEEN CONSIDER L.L.C. LAND SURVEWW, HISTORICAL LAND RECORD RESEARCH COWE,, t W & RESI[)Emik DEVELOPMENT ' ENGINEER P 0 BOX 184 179 PACHAUG RIVER DRIVE GRISWOLD, CONNECTICUT 06351 TELEPHONE (8 60) 376-2"006 ' FAX 86O 376-5899 @ 2011 BOUNDARIES LLC THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS REEK SPECll SALLY PREPARED FOR THE O*V ER OF IIAS PROJECT, AT THIS SITE, AND IS NOT TO BE ROBERT J. DUPLJ YFD OR USED IN PAIN OR WOE FOR ANY OTHER PtlRPOSE, PRAJECT, LOG4WN OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOINi44RIES LLC. AS PRESCRIBED BY LAW HAVE PMENT OF THE PLAN' /� A� GATE %- v 13054 `� --.C�- P. E , CPSWQ LICENSE NO. DATE PROPOSED 20' WIDE DRAINAGE EASEMENT AND RIGHTS TO DRAIN IN FAVOR OF THE TOWN OF MONTVILLE GRAPHIC SCALE 30 0 w 30 00 129 nor_ =F�" - - - ur&2tru,015 Xpc ( TIF FUT ) NOW tr* DmwkV 1 inch - 30 !L I HAVE CONDUCTED AN ON—SITE SOIL INVESTIGATION OF A PORTION '70 MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY OF THE PARCEL OF LAND DEPICTED HEREON. THE NAAND WETLAND CORRECT AS NOTED HEREON.' BOUNDARIES AS PORTRAYED ARE AN ACCURATE REPRESENTATION OF THE DELINEATION PERF'OWED IN THE FIELD. --; .--f 70016 �.ff 013" A. SORREnr o, C.S.S. DATE JOHN U FAUtJSE JR. CK. LICENSE NO. DATE R--20 ZONING REQUIREMENTS ITEM REQUIRED LUT 1 LOT 2 MINIMUM LOT AREA 20,000 SF 21,535 SF 609,540 SF MINIMUM LOT FRONTAGE 100 FT 104.63 FT 100.88 FT MINIMUM FRONT YARD 40 FT 28.45 FT* (EXIST) 40 FT MINIMUM SIDE YARD 15 FT 14.2 FT (EXIST) 198± FT MINIMUM REAR YARD 40 FT 109.5 FT 873± FT MAXIMUM BUILDING HEIGHT 35 FT <35 FT <35 FT WATER SUPPLY WELL (EXIST) MUNICIPAL SANITARY MUNICIPAL MUNICIPAL * 30' RIGHT -OF WAY DEDICATION CAUSES NON -CONFORMING FRONT YARD SETBACK TO EXISTING HOUSE. SAN MH S (PAVED OVER) TF 80.9± 1NV 69.4± HLCO 4605 i2" CUP �s EXIST CB TF W.22 1 INV 83.75 OUT t -PROPOSED METER PIT SAWCUf PAVEMENT T—AND REPLACE AFTER UTILITY CONNECTION CONNECT TO EXIST'IMG 8' WATER MAIN D(ST SAN INV 75.71 (CONNECT PROPOSED 4" PVC SMI To Ex1STING 6" SCAN MAW) -ANI7-71MOCING PAD (m) 1 I� 209'1-8" S=0.061 i 'L&P 604 , "'SAN MH (PAVED OVER) TF 98.6± IW 87.9± AV (S) WV 86.5± OUT (N) 1 0 1 APPROVED BY THE INLAND WEnANDS COMANSSION Cr THE TONIN OF MONTVILLE /I C) T--- u k l -f CMRAMNISECRETARY PTE APPROVED BY THE PLANNING & ZONINGAMISS OF THE TOWN OF MONTVILLE -7 l DATE OF COMPLETION OF ALL WORK: c7 J CHA►R�tAN/SEC WE GENEP*,.Al W07TS 1. THE PROPOSED HOUSE ON LOT 12 IS DEPICTED HEREON AS CONCEPTUAL ONLY, INDIVIDUAL LOT DEVELMIENT MAY OFFER DRIVEWAY SURFACE SHALL BE AT A ANNIMUM, TRAFFIC BOUND GRAVEL SURFACE PER CT DOT FORM 816. ALL DRIVEWAYS WHERE THE SLOPE IS GREATER THAN 10% SHALL BE PAVED. Z ALL WRK WITHIN THE TOWN OF ELLE RIGHT OF WAY FOR JEROME ROAD IS SUBJECT TO A PERMIT FROM THE TOWN OF MONTVILLE PUBLIC WORKS DEPARTMETNT. 3. ALL EXISTING UTA ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND ELEVATIONS PRIOR TO ANY CONSTRUCTION. IN THE EVENT THAT ACTUk UTILITfi LOCATIONS VARY VER71CAUY OR HORIZONTALLY, THE DESIGN ENGINEER SHALL BE CONTACTED PRIOR TO COMMENCEMENT OF UTILITY INSTALLATION. CONTRACTOR SHAH CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. 4. ALL PROPOSED U17LffTES Sh4LL BE LOCATED UNDERGROUND. 5. THE PAVED DRIVEWAY APRON SHALL BE CONSTRUCTED ON THE NEW DRIVEWAY IN ACCORLa4NCE WITH THE DETAIL AS SHOWN ON SHEET 3 OF 3 OF THIS PLAN SET: 6. EXISTING DATER AND SEWER UNE LOCATIONS AND ELEVATIONS WERE DERIVED FROM RECORD PLANS PROVIDED BY THE MONTVILLE WATER POLLUTION CONTROL AUTHORITY (WPCA). Z ALL PROPOSED WATER AND SEWER COVNSTRUCTTtNNI(XWNECflONS Sf KLL BE IN ACCORoANCE WITH MONTVILLE WPC4 REGULATIONS AND CONSTRUCTIOON SPECIFICATIONS 8. A MINIMUM SIGHT DISTANCE OF 200' SHALL BE PROVIDED FOR THE PROPOSED DRIVEWAY FOR LOT 12 FROM A POINT 10' HACK FROM THE EDGE OF ROAD PAVEMENT. SOME CLEARING OF VEGETATION ALONG THE NORTHERN PROPERTY LINE OF LOT 12 AND WITHIN THE TOWN RIGHT OF WAY FOR JEROME ROAD W FRONT OF THE NORTHERN ABUTTER (N/F WALTER F. KRUSZEMI) IS REQUIRED ((] COPY suBDnlJrl,,Slojv, PlAw rrCONCE2''r�AL DE"VELOPJ►1EN'1T' PREPARED FOR --U7A- _L 7-E'JZ -E CX 9 7 JEROME ROAD MONTVILLE, CONNECTICUT SCALE: 1"_30$ APRIL 2011 JOB I.D. NO. 10-1932 SHEET 2 OF 3 REV "A" FLEW VERIFICATION OF COORDINATE SYSTEM 5-26-11 REV 13" PER TOWN ENGINEER'S COMMENTS 8-1-11 REV 'C" PER P&rZC APPROVAL 8-30-11