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Home My WebLink AboutSite Plan (2)CDE3N TrQ d, X63 SCHLE.R RD. F SALEM NORw1CH l w 711vFtiFoQ Po S • o 354 R RAYMONDoOLDCOLCHE%5 opo eo q"r HIlvD16363 Q Z4 -L D BEACH LA. - 7 RO 1 S iRCN PTTR.-6 ' c 1 BLUFF RD. - 5 R of Oxad CEDAR RD. -3 COURT AV -4 LAKE DR -1 Q.f `: 5HORT RD. -2 d C eR LAUREL n JENRE pS. DR ` ` V • e Np,S ' vx oo# 99 fl.8 RD• o9y'`g e0 FORSYTH 16-1 18 9$ r Olkda/e f9 2 Ste ZIJ 60 a <15 E 5 15 ZONE: RA 120 LOT 25 AREA= 1.14 Ac. 40 SCALE /N FEET KEY MAP ONE FOOT CONTOUR INTERVAL - MODIFIED RI PRA P I E= 39OL72 ro I f 1 FOUNDATICN DRAIN 115'- SDR 35 ® 0 5% _ - e - - " 4.9 a SEPTI 3 vy N / F DMUND & JOSEPHINE S MITH 4 LEGEND_ ABBREVIATIONS Performed 10/31/99 AtxI1P IISPWa COATED COLI OM tfEX P'T'E M IEGL BfiYd NAL 0-11" TOPSOIL xwvcmmx CONTOUR--Loto 22-96" GRPVEL 13-72" GRAVEL ernao= atsam cwm Lp CLIM A6ic NO LEDGE NO LEDGE a1T GMAO 01rS Np( IIOIItA@iC 0=M au QJ6ai 03Cla+tra( TP#6 0-24" TOPSOIL, STONY CONFIRMATION BLDG SETE.«:K FILL MATERIAL FOR 1 No wanwL cootTac wmnm mm HOUSE 49-80" SILTY SAND LOCATION Dp POYR Cf llt>IIEpAM cm OR Afitil(31i of R SOME COBBLES & SOME COBBLES m Fm PK PC P'ONtT OF 118ttICAt. ClN0iA7URE 0 MEREST®NE PERFORMED 10/31/89 cw i rl oomilam, a saraor vatux 11#40m 00K 3.Atlock rlpw re rk to 12:02 12.25 oxfow cm%ur Em D OR DW Ohs crits reecctM e,w x 12,'.63 IE7ttFvla a oonctlt PpE DP E DIICIIF " PIPE RFT RQM/ 1?EiAt" FOff OF W EL OR UN t7rA a IR esur S s> D=URfasm fD mm so . SmFdd Sm FT f0 OR L 31601 s+wm mmsm NON 1 GG CAS Gm S SU SNEFrAMNS swmRORHMHwdmmsumWITOOftRDF3tip.iL m um Catf w lMtatit UNRM 1F if3 }IGT HSVRif HOW I= Wu IOP Fii1f1E FILTER BARRIER iLYDRAHf I D ERAtLGUIDER,; Pr 00.0. TR FOPOTOPOFtE RETAINING WALL n NIV 0 W.G_ LQUO STALES CEOO M SSIi:'EY Iprm P6(/t v OR vm rarlrx tea+ Roo wm OR vm tf Q W/o wln=T t4C LOW PO LE)CM CF Yc{ii-k C M MATTER GGE uex r- WkIER " PARKING SPACES Q OUT BRSEUD(f RIPRAP lam SQI/I x mqK SILT FENCE a t s tl• t w W'G Mk111 LEGEND_ v BM EL=392.96 11 5 DRAT N 4 ®1 \ N EXIST. HOUSE aJ GRAD UNDER EXIST. BIT. DIreK DR IV'E - e _ 04 C0 O4 s TEST PIT RESULTS EXISTING Performed 10/31/99 PROPOSED EXISTING TP#3 PROPOSED 0-11" TOPSOIL 200 CONTOUR--Loto 22-96" GRPVEL 13-72" GRAVEL BOULDER 68" GROUNDWATER NO LEDGE NO LEDGE PROPERTY LINE STEPS TP*4 TP#5 TP#6 0-24" TOPSOIL, STONY CONFIRMATION BLDG SETE.«:K FILL MATERIAL FOR TREE W/11VIRE HOUSE 49-80" SILTY SAND LOCATION EASEMENT U>tiE NO LEDGE NO LEDGE IRON PIN/PIPE SOME COBBLES & SOME COBBLES BOULDERS (TOUGH WATERCOURSE DIGGING) 0 MEREST®NE PERFORMED 10/31/89 STONEWALL 11:47 8.5 r.i HEAP 3.Atlock rlpw re rk to 12:02 12.25 TREEUNE Ohs crits reecctM e,w x 12,'.63 SPOTFG DEQ x125.! r-7 eat•nd M to the Ifeam X--;--X FENCE' A PRESOAK (HRS.) 2 191 LIE Q DEEP TEST PTT PERCOLATION TESTYETLANDTERSIT rl<MI /ll M, lillfti srini/rt LEDGE rr tj/1/st,x,n R POLEPOWEGE rn,sir frt lMtatit s,wra cv E 4F A SYNTHETIC FILTER BARRIER I D ERAtLGUIDER,; r ^ 00.0. GAS GATE 0 G.G. RETAINING WALL G. WATER GATE 0 W.G_ S-_-S— SAN. MANHOLE If HYDRANT STORM MANHOLE Q W„TER WEU. 4V CATCH EASIN ROAD SIGN r- PARKING SPACES Q RIPRAP SILT FENCE a t s tl• t OVERHEAD POWER LINES STAKED HAYBALE S Kil ED F----1 TOE OF FILL SLOPE F O GASLINE G TOP OF CUT SLOPE c JOSEPH MERRITT & CO. v BM EL=392.96 11 5 DRAT N 4 ®1 \ N EXIST. HOUSE aJ GRAD UNDER EXIST. BIT. DIreK DR IV'E - e _ 04 C0 O4 s TEST PIT RESULTS Performed 10/31/99 TP*1 TP#2 TP#3 0-22" LOTY GRAVEL 0-13" GRAVELLY 0-11" TOPSOIL TOPSOIL 22-96" GRPVEL 13-72" GRAVEL 11-75" SAND & GRAVELNOGROUNDWTER70" GROUNDWATER 68" GROUNDWATER NO LEDGE NO LEDGE NO LEDGE SOME COBBLES & SOME COBBLES BOULDERS v TP*4 TP#5 TP#6 0-24" TOPSOIL, STONY CONFIRMATION CONFIRMATION FILL MATERIAL FOR FOR 24-49" SILTY LOAM HOUSE HOUSE 49-80" SILTY SAND LOCATION LOCATION 59" GROUNDWATER 12" GROUNDWATER 48" MOTTLING NO LEDGE NO LEDGE NO LEDGE SOME COBBLES & SOME COBBLES BOULDERS (TOUGH DIGGING) PERCOLATION TEST rimer "Ill. PERFORMED 10/31/89 Wrr4:pof TIME (MIN.) READING (IN.) 11:47 8.5 11:52 10.375 3.Atlock rlpw re rk to 12:02 12.25 4.9etkriM Ohs Ireft` OW 12:07 13.125 Ohs crits reecctM e,w 12:12 14 a mpsst TIM acem" 12:17 14.625 eat•nd M to the Ifeam 12:22 15 TOB. 12:27 15.5 DEPTH (IN.): 29 PRESOAK (HRS.) 2 PERC. RATE: 9.33 MIN./IN.) 1 1 CL & P X3952 GRADE TO DRAIN A CONFIRMATORY DEEP TEST PIT SHALL BE HEALTH DISTRICT SHALL BE NOTIFIED SO THEY CAN OBSERVE THE HOLE BEFORE THE START OF CONSTRUCTION EXIST WELL_ Tn RF Pa I P n IIu t 3st po•t• s4 eseeww Lslopls the wife mesh 0 6's g' 11640,164 Nod" N "A pest. posts downsis". t 4' DEPTH i el a ® Y- 6 0Qt®®®® 023 t• v 009 SOIL. STomc r AMI• b" wp•I•pjt•r elNltlly MI/ I desniM. la-vinA T'IAYyl:-. IL rimer "Ill. Wrr4:pof awrl OIL 3.Atlock rlpw re rk to 4.9etkriM Ohs Ireft` OW Ohs crits reecctM e,w a mpsst TIM acem" eat•nd M to the Ifeam TOB. rw« r.aie lf f Cawpected Dockllll r 11 rl<MI /ll M, lillfti tf=rr srini/rt r/i s0rrs.ul rr tj/1/st,x,n r rn,sir frt lMtatit s,wra PLACEMENT AND CQNSTRUCIION 4F A SYNTHETIC FILTER BARRIER APPROXIMATE LIMIT OF 501 REAR YARD SETBACK N/ F DABROSKI 25'S I D E YARD 1. THE STOCKPILING 1F BUILDING MATERIALS SHALL BE CONFINED TO THE AREA OF DISTURBANCE. PROPOSED LEACHING SYSTEM AREA SHOULD NOT BE USED FOR TRAFFIC OR PARKING AREAS. THE SEWAGE DISPOSAL SYSTEM AREA SHOULD BE STAGED TO FOLLOW HOUSE SITE PREPARATION. 2. ALL EXISTING UTILITIES HAVE BEEN PLOTTED FROM THE BEST AVAILABLE DATA. THE LOCATIONS ARE ONLY APPROXIMATE. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES WITHIN WORK AREAS. NOTIFY EACH AFFECTED UTILITY COMPANY AND DIG TEST PITS AS REQUIRED PRIOR TO COMMENCING CONSTRUCTION. CALL BEFORE YOU DIG 1-900-922-44551 48 HOURS PRIOR TO STARTING EXCAVATION. 3, THE CONTRACTOR SHALL REVIEW AND CHECK ALL INFORMATION AND DATA SHOWN OR INDICATED ON THE CONTRACT DOCUMENTS WITH RESPECT TO EXISTING UNDERGROUND FACILITIES. THE CONTRACTOR SHALL GIVE THE OWNER WRITTEN NOTICE OF ALL CONFLICTS, ERRORS OR DISCREPANCIES THAT HE HAS DISCOVERED Ili THE CONTRACT DOCUMENTS AND THE WRITTEN RESOLUTION THEREOF BY THE ENGINEER SHALL BE ACCEPTABLE TO THE CONTRACTOR. 4. SEE THE ARCHITECTURAL DRAWINGS FOR DETAILED FLOOR PLAN AND FOUNDATION LAYOUT. 5. ELECTRIC AND TELEPHONE SERVICES ARE TO BE INSTALLED BY THE UTILITY COMPANIES. COORDINATE CONSTRUCTION ACTIVITIES WITH THE UTILITY COMPANIES AND THEIR CONTRACTORS. S. SEPTIC SYSTEM IS DESIGNED FOR A 3 BEDROOM DWELLING WITH NO LARGE CAPACITY DISCHARGE TYPE BATHTUBS WITH A CAPACITY OF GREATER THAN 39 GALLONS. IF SUCH TUB IS ?NSTALLEDf THE SEPTIC SYSIEM SHALL BE INCREASED ACCORDING TO THE CONNECTICUT PUBLIC HEALTH LODE. 1. ALL COMPONENTS OF THE SANITARY AND WATER SUPPLY SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS OF THE CT. STATE DEPT. OF HEALTH. S. THE HOUSE AND SYSTEM MUST BE STAKED BY THE ENGINEER/SURVEYOR PRIOR TO THE START OF CONSTRUCTION. ACKFiK.t. SPACING\ / fix deo of strrclwre, CMIN t0 Coater PILTEFt FABRIC r t 4' DEPTH i el a ® Y- 6 0Qt®®®® 023 L v 009 SOIL. STomc r 395 CL&P#93 i FENCE POST (TYP.) 2/ ' QUO • / / l 1-1 /• ol r J J 50rFRONT YARDVSETBACK REV. A CHANGE OF FOUNDATION PLANS a DATE. 5-7-90 3-98 REV.A SANITARIAN COMMENTS ATE-. t S tea. PLANCLBt92 OLD COLCHESTER ROAD EX'T'ENSION REQUIRED LEACHING EFFECTIVE AREA: 495 S.F. (PEIRC. RATE: 9.33 MIN/IN) MONTVILLE, CONNECTICUTPROVIDEDLEACHINGEFFECTIVEAREA: 512 S.F. OWNERS: JOSEPH & UURA DANAOPROVIDE1ROWOFCONCRETEGALLERIES, 7-4' X S' X 4' DEPTH SECTIONS FOR PROPOSED THREE BEDROOM RESIDENTIAL DWELLING. R D STEPHEN E. BLENUS P.E. 415799 U E MAP REFERENCE: BOUNDARY AND TOPOGRAPHY TAKEN FROM A-2 SURVEY Ss ENG. BYi EB ENTITLED 'TOPOGRAPHIC BOUNDARY SURVEY PREPARED FOR ®; I DRN BYI WRBEDMUNDJ. SMITH, JR. OLD COLCHESTER EXTENSION T rff"I MONTVILLE, CONNECTICUT PROPERTY OWNED BY: LOT 24 I® DISTRIBUTION 30XCHKD BY: PEH EDMUND k JOSEPHINE SMITH LOT 15 JOSEPH IC LAURA c Nangm IE=39615 (IN) DANAO' DATED: 5/12 T189BYROBERTT. BOLTON, L.S. S ATEi II -1-89IE = 395.95 (OUT 10 GALLERY) CONSULTING ENGINEERS LANK SURVEYORS SCALE 1'=? -O' 3M N. MSUIITE ie IN ST. MANCHESTER, CT 0604; PR No, 89-19 SHEET 1 t -j 'I LEACHING. GALLERY