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Home My WebLink AboutSite PlanCD z 7 l _ 70,//7FF 7 y r-----_ 163 l SCNLER RD. v yURC NORWICH 82 A SUT1VIEW m C0 RO- 354 RAYMOND SCD COLCHEST ®<boxo gk(, 41 N tR 63 Aqp} 2 3 DR BEACH LA. - 7 D 1 Q RD I. 5 BIRCH PT.TRe r-- BLUFF RD. - 5 CEDAR RD. - 3xabo COURT AV -4J® Z' EDKLA `i+ 0 LAKE DR -I SNORT R0. -E CL ' LPRDR OKp0- 08 1 O+orw, RD a fiJ 1a 5,9' e0t0 2 see, Q R K rI3 o 0 0FORSYTH51 17, sy 1 r-14 9 r OdKdo% tq Z s, 5ro s 2 J a to tl t 15 KEY MAP 5 15 SCALE AN fEET ZONE* RA 120 EXISTING Performed 10/31/89 LOT 25 MMP, 57 L015 Zf 5 PROPOSED AREA= 1.14 Ac. 200 CONTOUR 200 I1-75" SAND & GRAVEL BOULDER 68" GROUNDWATER ABBREVIATIONS AcuP wu 00mancoan MM M wMqHMEwrkam MIL WPtT00( APPRmCWTE 0-24" TOPSOILt STONY CONFIRMATION ummECICBI'TtAAIm Cww UP can vw rns zlAmm OR wsmmumsWN EASEMENT LINE IS= XI SOME 'COBBLES & I Jtit' OR F/nytlfy+E] y y BOULDERS (TOUGH 81 i yy/+ i14N. rW C&x* w CORMC:.W/ ow vI IM PC y / w/ yW Y{.IR.Tp1J411./i. LN\1 {ir Ml7f{iMw STONEWALL C.'ooC r.9 HEAP OF STONES C00 P OR Cit>OT WAllt1UEM GFM M• GE a POI" OF 11fRTT('JII. CURYATUITE Clay t:ErriEXtte CaTRM= LIGHT " rower OouPtw PM vvr PONE OF VERTM ItTff=TM pw IT WRIM ul ctwrCu? MUCAMe 1113k "S t oR Kilo umIIIcC" wff temgtt INT atMolti allverr Qo ORDIP DIADOM WATER LIMIT NE W IINFORM COt"ETE PPE DEEPTREE TTEST PIT PERCOLATION TEST PFE ww CW OF WAYE EL OR ELEV am ET.EMITpIt IR sSOLITH POWER POLE Esus- EASOA ff wr S#OME= TD Oc6m So. STOW SEM M ir ref AND TTRw FIRM R DAP" Suit WMARINir MMMLE NEW E?IG1 w TFlF VICFTFOOTORnHW 0 G.G. SPECFrAM FF^ SPECS CAS I att>`.itilla SWS1iOR WATER GATE WTFORO BMW Lt" COU w TEL TE PIMHPw" PWT 9-0 If TTESTHYDWA"ILTP1{tUI PITT IE IIc Rr E1.EVlUIOH lw UP TIPM KELL Iw CATCH BASIN FTEs cfooertc sTmSr ROAD SIGN vV OR VE" OR IYDEORI" RM NLF D' UWR FEU L POtI w MIT 14C LE? M- OF YUMC& CURY uu R GATE UTERilE7t TRWVAXVAXWUtknV" OUT gklnm K9 e o TOE OF FlLL SLOPE F WAXER SEFUCE VALVE G GA.SLINE ww lfftc WAM LEGEND_ JOSEPH MERRITT & CO. X!rT, I e 1 Fr I (r1F FOUNDATION DRAIN 115 - 2 SDR 35 0 0 ONE FOOT CONTOUR INTERVAL - 0 1111, 1 f(JAM ka dicra j Ur j J i EXIST HOUSE ED AMIJNIn.C FPHINF SMITH EXIST BIT DECK DRIVE _- 6 DRAT N Ij,< w - -- N 0< C04 TEST PIT RESULTS EXISTING Performed 10/31/89 PROPOSED EXISTING TP#3 PROPOSED 0-11" TOPSOIL 200 CONTOUR 200 I1-75" SAND & GRAVEL BOULDER 68" GROUNDWATER NO LEDGE NO LEDGE PROPERTY LINE I= STEPS om TP#6 0-24" TOPSOILt STONY CONFIRMATION BLDG SETBACK FILL MATERIAL FOR TREE W/WIRE HOUSE 49-80" SILTY SAND LOCATION EASEMENT LINE NO LEDGE NO LEDGE IRON PIN/PIPE SOME 'COBBLES & SOME COBBLES BOULDERS (TOUGH WATERCOURSE DIGGING) IMERESTONE PERFORMED 10/31/89 fix-Ngl Apo STONEWALL C.'ooC r.9 HEAP OF STONES 11 12102 12.25 M• TREELINE x121.69 SPOT GRADE X125.67 x—x x FENCE d DEPTH (IN.)e 29 temgtt INT atMolti PRESOAK (HRS.) 2 w WATER LIMIT NE W DEEPTREE TTEST PIT PERCOLATION TEST mw k" dt WETLANDS LEDGE POWER POLE Gm ottei otkflll f HEDGE rrlairn{r cc SOILcs PLACEMENT M ir ref AND tser 11111119111* NIeM{ CONSTRUCTION GUIDERAII e sMit , FILTER BARRIER 0 G 0 G.G. RETAINING WALL att>`.itilla 0 W.G. WATER GATE 0 W.G. S-O-S— SAN. MANHOLE S-#-'S— 9-0 If HYDRANT STORM M91HOLE 0 WATER WELLW W Tts- CATCH BASIN ROAD SIGN PARKING SPACES RIPRAP SILT FENCE nw taw tw tlew ars I I OVERHEAD POWER LINES STAKED HAYBALES K9 e o TOE OF FlLL SLOPE F a r G GA.SLINE G TOP OF CUT SLOPE JOSEPH MERRITT & CO. X!rT, I e 1 Fr I (r1F FOUNDATION DRAIN 115 - 2 SDR 35 0 0 ONE FOOT CONTOUR INTERVAL - 0 1111, 1 f(JAM ka dicra j Ur j J i EXIST HOUSE ED AMIJNIn.C FPHINF SMITH EXIST BIT DECK DRIVE _- 6 DRAT N Ij,< w - -- N 0< C04 TEST PIT RESULTS Performed 10/31/89 FILTER FABRIC TF'# 1 TP#2 TP#3 0-22" LOAMY GRAVEL 0-13" GRAVELLY 0-11" TOPSOIL TOPSOIL peat tN.m{Nit. 22-96" GRhVEL 13-72" GRAVEL I1-75" SAND & GRAVEL NO GROUNDWATER 70" GROUNDWATER 68" GROUNDWATER NO LEDGE NO LEDGE NO LEDGE SOME COBBLES & SOME COBBLES BOULDERS TP#4 TP#5 TP#6 0-24" TOPSOILt STONY CONFIRMATION CONFIRMATION FILL MATERIAL FOR FOR 24-49" SILTY LOAM HOUSE HOUSE 49-80" SILTY SAND LOCATION LOCATION 59" GROMDWATER 12" GROUNDWATER 48" MOTTLING NO LEDGE NO LEDGE NO LEDGE SOME 'COBBLES & SOME COBBLES BOULDERS (TOUGH DIGGING) PERCOLATION TEST PERFORMED 10/31/89 fix-Ngl Apo TIME (MIN.) READING (IN.) 11147 8.5 11152 10.375 11 12102 12.25 I= OM/twMlIn 12107 13.125 12212 14 I.AIIetN filter ft N It 12:17 14.625 12122 15 12127 13.3 DEPTH (IN.)e 29 temgtt INT atMolti PRESOAK (HRS.) 2 edea/ N N the Ir{ntN. PERC. RATE: 9.33 NM. MIN./IN.) A CONFIRMATORY DEEP TEST PIT SHALL BE C 10 CHECK FSR POSSIBLE MOTTLING. UNCAS HEAL2jH DISTRICT SHALL BE NOTIFIED SO THEY CAN OBSERVE THE HOLE BEFORE THE START OF CONSTRUCTION I E =391.4 I fol p{b oN ttaw{t 2.=1601e IM rift mttN FILTER FABRIC t to t so leafta tet t• ` q r ItptIM N ead post. peat tN.m{Nit. 4' OEPT-H Q3 ®® 0 rZCRI rtj Z3 065 g It (ftllt111BN{ tD' slowly o w tell eNE44. 4U0,11,15 lmit fix-NglApo 11 I= OM/twMlIn I.AIIetN filter ft N It 4.•tt fMl IM lhtetN oawl Iris rift We" Mt temgtt INT atMolti edea/ N N the Ir{ntN. NM. mw k" f Gm ottei otkflll f rlrtttwrs' rrlairn{r Li PLACEMENT M ir ref AND tser 11111119111* NIeM{ CONSTRUCTION OF A SYNTHETIC e sMit , FILTER BARRIER r 1 a 1 / SWAMP ELEV WATER= 394.5+ APPROXI M;1TE LIMIT OF 501 REAR YARD SETBACK N/F DABROSK I 25{SIDE YARD 1. THE STOCKPILING 3F 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 1-900-922-4455, 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 IN 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 99 GALLONS. IF SUCH TUB IS INSTALLED, THE SEPTIC SYSTEM SHALL BE INCREASED ACCORDING TO THE CONNECTICUT PUBLIC HEALTH CODE. 7. 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. A. THE HOUSE AND SYSTEM MUST BE STAKED BY THE ENGINEER/SURVEYOR PRIOR TO THE START OF CONSTRUCTION. SPACING 6X depth 01 ttruclurt, center 10 tenter FILTER FABRIC t• ` q r 4' OEPT-H Q3 ®® 0 rZCRI rtj Z3 065 g I" STONE LFACHiNr r;Al I != RY 97 CLAP#93 5q au0 ? 3s REIMO E 24121E NCE POST (TYP.) Q) x 1 x395.8 39 1 ' x a>,aa_ _ — 24' MAPLE A GRADE TO GRAIN `s/ _ _ - 50'rRONT YARD TYP.) \ N _ _ SETBACK 398 REV.® SANITAF REQUIRED LEACHING EFFECTIVE AREA: 495 S.F. (PERC. RATE: 9.33 11IN111N) PROVIDED LEACHING EFFECTIVE AREA: 512 S.F. PROVIDE I ROW OF CONCRETE GALLERIES, 7-41 X B' X 41 DEPTH SECTIONS FOR PROPOSED THREE BEDROOM RESIDENTIAL DWELLING. MAP REFERENCE: BOUNDARY AND TOPOGRAPHY TAKEN ICON A-2 SURVEY ENTITLED 'TOPOGRAPHIC BOUNDARY .URVEY PREPARED FOR EDMUND J. SMITH, JR. OLD C%CmSTER EXTENSION DISTRIBUTION BOX MONTVILLE, CONNECTICUT PROPERTY OWNED PY: LOT 24 EDMUND k JOSEPUINE SMITH LOT 25 JOSEPl1 4 LAURA IE = 395 95 (OUT 10 GALI.ER'Y DANAO' DATED. 5112/89 BY R08EQT T. BOLTON, L.S.