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HomeMy WebLinkAbout83-1892Z5 zO ST_ #/96 I$ /O N Ems'/S7- s "/ : G/i/3 EG - �.-'. i?F- vSF_ EKY/STi�� C 7'o E,noo 46- C -//U 1;--S coo LC'S F'o/% 4SOoLGS South = � a•�, _ i I armouth �f A `f fe e / r • PR CPOS E � RF✓B71"e� v r - ---% j ,� - - 6 --- /- con ST.9L �'S„-_ UGN�iESS O.��TO O.S.' l `T QA/l/� aEHGN 1 ,ALT 1 / wT. rOE 7-0 SEs A c H 600 0 3c 40 sc " (12. SHNI)HZE ALTERATION OF THE FXTSTING STONE CONSTRUCTION NOTES REVETMENT CONNECTING ON TILE SOLTII END ATTIIF /Q' BE INSDARYOF FILE NEW CONSTRUCTION. THE ZONE.5FL41,1. '" O G / / T n »N �;, �/ I. F.LEV'ATTONS REFER TO NGYD. SF,F. TINE BENCHMARK HF, INSPECTED BY GPE COD ENGINEERING, INC. FOR `. /� WHICH IS A NAIL SET IN A INIAPLE TREE SHOWN ON TI IE :_, I PLAN. CON TACT CAPE COD ENGINEERING. INC FOR DETERMINATION AN PLIES N EAND CO DITIONO FIL ER FAB» 7.4FL. /♦i r S -.,-� ADDITIONAL ELEVATION INFORMATION AS NFEDED. DEFTII AND PRESENCE AND CONDITION A JOTFR FABRIC. PIF. 80L'NDRR\' 7,ONE OF iHF, EXISTING ADJOINING T t 2. LOCUS: YARMOUTH ASSESSORS'biAP 51; PARCEL 102 REVETMENTSHALL BE OVERLAPPED WITH REPLACEMENT J. PLAN RFFPRFNCE: TOPOGR.4PIIIC PLAN DATED JANUARY FABRIC & B[DDCNG STONES AND THE ARMOR STONES 2011, PREPARED BY SCHOFIELD BROTHERS OF GPE COD, SIL4Lh BE RF.FITTEDTOA[fi1FOR�F,SFABLF.RF.- Y' - _:-_ IVC TIDAL BOUNDARIES DETERMINED AND FIELD - CONNECTION WITH THE ADJACENT STONE. FACE. THIS VERIFIED BY CAPE COD ENGl,VEERI.Nfi, tNG; MFpV ELEV.= WORK IS SUI.IF.CT TO AFFECTED OW'NERS'AUTHORIZATION NGV'D ANDSPFCIFICON-SITE INSPECTION BY GPE COD TYPi C r' F Tfj / / 4. CONSTRUCTION ACCESS SHALL BE VIA THE EXISTING ENGINEERING, INC AS THE WORK PROCEEDS. DRIV'EW'AY FOR LOCUS AND ACROSS THF. EXISTING LAWN Of TCN f'tr 1/E T'/3if'>�T— ROUTE. ALL ARMOR STONE AND D OF STONE SILALLBE VIE OF Tl ROLTIN EINE. RUFFF.R ZONE IS GRANITE COMPOSITION, FREE RF.E OF ANN DEBRIS, ORGANICS / .. c z • INDICATED ON THE PLAN. THE EXISTING SEPTIC SYSTEM OR FINES SUCH AS SILT OR CLAY. NOT IN CONFLICT, IS OUT OF THE BUFFER, AND SHALL BE 14 BFDDING STONY. SHALL BE OF ANGULAR, (CRUSHED) MARKED OUT FOR PROTECTION. - GRANITIC STONF, 4 TO 10 INCHES ("SIX INCH") DIAMETER, A 5. A WORK LIMIT SFIALL OF ESTABLISHED W'1TI1711F. MINIMUM OF I F LTIDCIC LASER. CONSTRUCTION CON -TRACTOR TO RESTRICT AS MUCH AS 15. TILE STONE WORK CONTRACTOR SHALL CONFIRM WITH POSSIBLE, TITE CONSTRUCTION ACCESS ACTIVITY. TTIF OWNER REGARDING THE: BESTED APPEARANCE 6. A WORK LIMIT SILT FENCE (FILTER FABRIC) SHALL HE OUTCOME FOR TBE NFw RF.N7TMENT. EXISTING ARMOR FIRMLY SET IN PLACE. ALONG THE LANDWARD BOUNDARY ST FS SHALL BE RF 1 SFD TO THE DEGREE POSSDILF. OF T11E SALT MARSH. RFPIACFMENT ARMOR STONES SII All, MFFT 771E 7. TIIE WORK ACTIVITY SHALL OCCUPYA MINIMUM AREA TO FOLLOWING: STON'FS BEFALL Rt:AN(Li AR N:ATIVF. ACCOMPLISH ITIIF,IATERLLATONOF DLENG STONE BF. ARRAY, CRANITF HOULDFRS AS SPEC1TTf D FOR AN FIGHT ON TIIF. I _ FO!'IPMF.NT AND M;NTF:RL\I S OA\'DUNG. SFt:\l.h RF. tN -T}TI(\ITERF741SFIPRINT AFit\UNIFORM, ACCORD FWITH TIFWORK ACTINTT}DFSCIPON. (ypy FI,ON(;ATE1))AN(LL4RSTONFSIIAI[ti PLACT, 1 FIESTT c,P [. rmmm� nn ncmt rTr� Sh,nr r, !"'ten r•rTry}c 17 AN TTIF YARMOCTII CONSERVATION AITIIORTTIFS AND IN,1-ti: �7 j AND ORS TOT IONHNCI FT ILLY CO N1 ACT 11 lNE ` ACCORDANCE W'ITFI AM1Y N\❑ ALN. FF R+FITS OATAINF:II FOF TIIEWORK ARMORSTOSTONF-SII FFcELYCONT ENT. Fi AFD STONES S. ANTICIPATED CONSTRUCTION F.FFF.CTS TO EXISTIN G TREE ANT ARMOR STONES DIRF.CTL1 AD.iACF.NT. FAC115TON7; f SI1.4LL LIFTINGREVIEWED TTMENTI SHALL BE SUALPOSIT BF. RESCE RINFP INESS SMALL SF ON AINC (AIT OF - ---- POSITION. FACE ROCGIF T LL SF RONTBE ID A SCALE OF 0 5 �A j-I/n/ I 9. 771E EXISTING S E MEETS A SHALL BE DtSNRECO.ED IN FT.YARI VARIATION. MANAGEABLEPRIOR TOFABRIC SEGMENTS TIONND IE AND STONE E SETTI OARED 16. 1NCDE\TAI. GAPS AND SPACES (CHINKS) W (THIN' TIIF, PR10R TO FABRIC APPLICATION AND S70NF. SETTING. ARMOR STONE FACES FILLED AND TAILINGS FITTED F,XISTI'SG MORTAR SHALL BF REMOVED FRONT TIFF/ (CHINKED) WITHWITHTHF, LARGEST T STONE. TAILINGS l'l1AT CAN PROPERTY. BE HAND FITTED TO FACT] SPACE: APPROX. 6 INCH TO 12 10. REMOVE EXCESS EXCAVATED SANT FROM SLOPE. INCH ANGULAR STONE. SO DUMPING.OF STONE CHIPS (/ CREATION. COMPACT THE NEW EARTH SLOPE. ALL FILL, IF u ONTOTILE STONE FACE. WILL BE PERMITTED. J r' ANY, SHALL RE COMPACTED IN 12 INC{ LIFTS TO 90% DRY . % '• i' ' I DISTURBED EARTH AREAS ABOVE AND LANDWARD OF THE 11. DUE TO EHL/n/G DENSITY. TFR4L EXPOSURE OF THEE WORK ARF.4, CLOSE RFVFTNFNTSILALLBERESTORED TOPRE.CONSUITACT10N 1 i 1. /_S T, 0/'✓ FX CONDITION. y � /• .76 ATTENTION SHALL HF.P.{ID TO TIDAL SCIIF.DI`LF.S. ' r � f0/a C .Y (-�� l4. REMAINING EXCESS BOULDERS AND IIFDDt]C STONE: SHALL �\ -\ OF REMOVED FRONT THE SITE UPON COMPLETION. IT IS /% f----- `. �_.------i +,, J) ADVISED TO CONTAIN THE BEDDING STONE MATERIAL GG { �- ,�ti �J�' /r` DITRINGTFTE WORK EFFORT IN ITH A STEEL BIN OR OTHER , I,y,� % SUITABLE CONTAINMENT DEVICE. SP/ K$ET 070 E G/f T 'FE f� �% U K ) S 6 V 1 19. FILTER FABRIC SHALL BE MTTIAM 600X, SINGLE LAYER OR APPRUAL TTIF f�TII i ., _ i SF.A NOS V ERTIVED OCAI LYY AF (GNEDI WSI771 A ITALLMtNINI!•1 OF 3E PLACED 1FT. ZIP' ONTRLAP. EACTI RUN OF FABRICSMALL 8T FIRMLY PINNED TO TIF SLOPE TO INTEL STAND NONFNFNT DURING THE C�"f,6,,4_ STONE SEITINGCONNETSEAMS ALONG OVER LAP WFELT 7-s ITFAVI DINTS PLASTIC STRIPTIFS CALIF SHALL BF TAKE ���� - TOF'IINIINATF TFAR1Nf, OR Pf NCTLRING TINE FABRIC. C �'Ey/qc ST/tl /;f� r/ J _ / I. BF, PATCHED 04TRMTfi C'F low iv /F rIvE J_ A t� �� - + ',� �„�lv/ G��r 20 L- TEARS OBSFRNF➢SII.4L ADDITIONAL FABRIC. E i) // o ( , �� . TIIFACCESSROUTF.AND W'ORKSTTESFI.ALLBECLEANF.D #6 y,L�^fl Tf�' AIND RESTORED TO RF.SF.NIBLE TTIF. PRE -CONSTRUCTION ..1•D CONTOVR AND CONDITION. Nov f;�'- - _ _ -/, -y r>�• /' 21. CONTRACTOR SHUL OBTAIN AND KEEP ONSITE,COPIE:SOF CE = Gn - -""'r'- - TINE ORDER OF CONDITIONS ISSUED FOR THE PROTECT RY �y`��-%PlI77t�iT�r7 �• � " (-. Y � _c T.^r✓�,5� _ i-..� -t�._E=.T-�-�-7 ., ----'— 7-111 IF, YARMOUT11 CONSERVATION CONT3115c10N AND TRF: -��,-_. _��.-..�U'_ 6 .r,=i!�'=.4.:..J-'_�.''F--_r'_Y'-_•_+"'-r,....-�'� •-�-� _ X,11 T/? AP RON"FD RF.N'F:TMF.AT 517E PIAN. F o�oPa_ED r� e �X✓ST/NG / ONS REFT'!»EtvT '7irx/� �1 _ 9xL^o'GcsP 1Li L' wrI blS �R v - _ X X _ X x _ �tF=n. F1 T -.-.--a— --. _�}�.._ �.` ��;^• �` TOPOGRAPHIC PLAN - '_- � M.44-`/!.------- - ���c�..o./a,• ,. } I ' `�.. � SIIOWT G I PROPOSED RECONS RUCTION OF AN o EXISTING STONE REVETMENT AT tom, 196 PLEASANT STREET, SOUTH YARMOUTH, MA YARMOUTH ASSESSORS' MAP 51, PARCEL 102 7-/ o L E/_?G FLooD Nom_ U 20 =0 XRFVI1,FD FFBRCIA14Y 7,20'11 -ADD 6 FT ALONG REVETMENTTOr i, y w 0 JANUARY 13, 2011 SCALE - AS NOTED a PREPARED BY TE AL CAPE COD ENG[NrERING, INC. ROBFRT M. PERRY, P.L. P.O. BOX 1517, EAST DENNIS, NIA 02641 NATIVE PLANT BUFFER 508-383-144; f /0 IA y 1' r I ) - 7fi �, f��i7�ocr s7-o.vE 7-0 6n 00 4TS L� 7S� nco SCS F Poi>% 4SdOLGS I S' \ -r; cE � o u�,�•�� ss i J ! l T >-c ra.�ES rncry �I YafI.I0U 111 Iz • r / a1n k,n. S- 77 s ----- �4cnnsE�] 2 25 � REc�FTME/7- 3ASS - hD1vFLL/�!G srn[vE AFn7C/FE© SGA S%'AL �AN.0 [/EHCN I "qLT �//fiRSN off /0 IA y 1' r I ) - 7fi �, f��i7�ocr s7-o.vE 7-0 6n 00 4TS L� 7S� nco SCS F Poi>% 4SdOLGS I S' \ -r; cE � o u�,�•�� ss i J ! l T >-c ra.�ES rncry �I _ 0 1 uzE nLTER AnoN OFTHI EXISTING sroNE D 40 So 60 70 MINTFEONNAT TECONSTLLCTION NOTES ONNCSI ALI ROCNDARV"OFTYPE NEW CONSTRUCT ]ON. ZONE 1. ELEVATIONS REFER TO NGVD. SEE TIE BFNCIINIARK REINSPE(7EDBYCEPF COD FNGIVEERINr,LVf1t FOR a WHICH IS A NAIL SET IN A MAPLE TREE SHOWN ON THE DET ERMIYATION OF F,XISTING TOE STONE EMBEDMENT I PLAN. CONTACT GIPS COD ENGINEERING, INC FOR DEPTH AND PRESENCE AND CON TITION OF FILTER FABRIC. r"/�Ni TIC Til ii✓C^S - ADDfTIONALFI,F.VATONINFORMATIONASNEFDED. THE ROUNDARVZONE OF THE EXISTING ADJOINING 2. LOCUS: YARMOUTH ASSESSORS' AIAP Sl: PARCEL. 102 REVETMENT STIAI. f BE OVERLAPPED WITH RFPIACENIENT J. PIAN REFERENCE: TOPOGRAPHIC PLAN RATED JANUARY FABRIC S BEDDING STONES AND THE ARMOR STONES 2011. PREPARED BY SCI1OF7EID BROTHERS OF CAPE COD, SIL 1,LBFREFITTEDTOAL'MFORM.STABLF.RE- _ .._.._._..,A �__.}.-... 'T .._,.._ r-. _..•,.r•.- )NC TIDAL BOUNDARIES DETERMINED AND "ELI) CON1T(TIONW'ITIITHEADJ:\CEhTST09FFACE. T1115 - ---r �-_ Z- --�-- -A"'L- -- j' �y ) /O VERIFIED RYCAPE COD ENGCVEERI,NG, INC; MIMELEV,e WORK IS SURJECE TO AFFECTED OWNERS'AF:TIIORIZ:TION / ., NGVD AND SPECIFIC ONSITE INSPFCTION BY CIPE COD G %J [ 4 E TA l �_ 4" CONSTRUCTION ACCESS SHALL BE VIA TYPE EXISTING ENC/VEER/'}•G, INC. AS LIVE VV ORE PROCTEDS. DRfVEWAY FOR LOCUS AND ACROSS ME EXISTING LAWN 1J, AI 1 ARMOR STONE AND RFDDING S1 ONE SH M,L RE OF 7Tc`yIEAPF L'E T%Y: f�`1 T- THE PORTION OF THE ROUTE IN THF BUFFER ZONE IS GRVNITF, COMPOSITION, FREE OF ANYDFBRIS, ORG ANICS INDICATED ON THE PLAN. TIIE EXISTING SEPTIC SYSTEM OR FN,TS SUCH AS SILT OR CLAY. NOT IN CONTLICC, IS OCT OF THE BUFFER, AND SHALL OF I!, BEDDING STONE SHALL RF. OF ANGULAR.(CRUSITED) MARKED OUT FOR PROTECTION. - GR.ANITIC STONE, d TO 10 MIFFS (ASIX INCII-) MANIC FER, A 5. A WORK LIMIT SILVLL. BE ESTABLISITED WITH TSF, %ICINILdI OF t FT. THICK LAYER. CONSTRUCTION CONTRACTOR TO RESTRICT AS MUCH AS 15TIIE STONE. WORK CONTR ACIOR SILVLL CONFIRM WITH POSSIBLE, THF. CONSTRUCTION ACCESS ACTII'TTY. TIF OWNER REC.VRDING THE DFSIF:D APPFIRANCF. 6. A WORK LIMIT SILT FENCE (FILTER FABRIC) SHALL BE Of TCOMF FOR TIFF NEW REVETMENT. FX� TING ARMOR FIRMLY SET IN PEACE ALONG TUBE LANDWARD BOUNDARY STONES SILVLL RF RE -USED TO TIIF DF.GRF E POSSUM F. OF TSF, SALT MARSH. RFPIACEMTNT ARMOR STONE S SILALF, MET, TIIF / 7, TME WORK ACTINTCYSHALL OCCUPYA MINNICAI AREA TO FOIIOINING: ARMOR STONES SIL ALL BF ANGULAR N%IIV'F. ACCOSiPLISH TIF INSTALLATION OF THE STONE ARRAY, GRANITE BOCLDFRR AS SPFf1Eff,D FOR IV FR,IFE ON TIIE EQUIPMENT AND MATERIALS HANDLING SHALL OF IN TI PICAL PROFIT E DFTAII_ SFI F(,T PRIM ARII I CSIIORM- r ACCORDANCE, AWRY THE WORK AC- IVITY DFSCRIPIION. (N(FN _ ELONG A I FD) ANGI'1.AR STt1NF. SII API S. PI ,ACF: TIF PF` 'f ``G ORDER OF CONDITIONS AND AS DIRT(TFD N SIOVFS FOf201 A\IMl. Vi S"ABII AIV 1'R.D (I IOAFSIEI+ M 1, Ill' TIFF. V-ARNIOLTEI CONSERVATION A17110RITIES AND IN ACCORDANCE RTTTI AN)' ANT) AEI, PERMITS OBTAINED FOP AND OR SI INSPECTION RV CAPE ((7D E AGN" SCT EF INC. ALL ARMOI2STONFS SILVLL FIR1flV (:ON" SCT Tlk BFD S1 ONES j 1 ` THE WORK AND ARMOR STON FS DIRFCTI V ADIACFNT FACIA STONE S. ANTICIPATED CONSTRUCTION EFFECTS TO EXISTING TREE _�----- SHA1 BE RESTRAINED FUI F.5 FRONT SKIDDING OL7 OF STIALL RF REVIEWED FD RT"EIi T } l F.R' OWNER. POSITION. FACE fttli Glt\FCS 5}11L1. RF ON A SCALE OF 0.. 9. MANNf F ISTINGMANAGEABLE REVE INEN-PSAN TFI BEDFSMANONTOUED IN FTVARY TTION PRIOR TO FABAC APPLICATIONIND STONE. SETCING. FD INCIDENTALCUPS AND SPACES (CII7SKc)VV [TIT]', TIIF, 1 , \�ARMOR STONE FACE STLILI RF FII. LED AND ITT IT 11 }l EXISTING. MORTAR STIVLL OF REMOVED FROM TIE ((mNKF D)AV1111 TIFF LARGEST STONE: T All [NGS 111 T CAN �� -_ j PROPERTY. RF IIANI)FITTED TO EACH SPACE: APPR OX 6 INCIT 1'0 12 10 REMOVE EXCESS EXCAVATED SAND FRONT SLOPE. INCH ANGULAR STONE. VO DI MI'ING OF STONE CHIPS CREATONC05IPACTITIF,NF%N'FARTISI,OPE. ALLFILL,IF ON EO THE STONF FACE W ILL BE PFRVII R FD. ✓Ef ', DENSITY. L RF, COMPACTED IN 12 INCH LIF7S T(190`,': DiiY IT, PISA RRFD f:U 7I! AREAS ARO\'l: AVD LAND NSI III C TIF. li}VETMFNT SFIM.I.BF.RESI UfEED'fO PRF CONST F21'C'IFON /R/ ✓ I1. DUE TOTED %I. EXPOSURE OF THE WORK AREA, CLOSE CONDITION. II r' i rn % fir/ t r ov ��rN1 t ATTFSFION SHALL RE PAID TO TIDALSCIIFDI!LES. kA. R}MUNING MESSBOL'LDFRS AND RFDDi\C. STONE SILU,I. i_ RF RF?ROVED F ROVI TIF 5111 l PON COMPI ETON. IT IS 1 A ADVISED TO CONTAIN T IF Rf DIHNG STONE Df ATER1A1, r^T _ �� �., �j ) ) 1 19. - SE}FI PIN �f. / DI RING THFRORK EFFORT RITHA - / 4 i�' cl iT \PI F. CONTUNVILYE DIAICE Z? CNI�i4 t -A- / " _ _ _ ._... 07� -.. -�. _ - •,v,� \ FIIT'F ED I U11,. FM FRTSILAL gEfIF IAT FR 012 -f�JK'E' }EY /NT`^,�£ _ ,r' _j l7 'y At PROA'kD FQI U THIFVI ).X SI11A PF PI ACI:DRIFr 3 T. — / �4 NGVL�� . , SEAMS VFRTIC A[!V All -FAB R'SIT <AM FARM YPINN S EG.E i. �"+ -------�� r'�E� "�'� l �V OVERLAP. RUN 04 FABRIC SiIAILBF II>`1(1,V'TINNF:D I r,J'i� 1 I[/� �. OV RLAP. A 10 RTEI1SI ANO V!OVFV¢Nl DII(IN( TIIF: PFC / n' F/ Tx F-- - p�w.v T'�" ! (� ST ONE SETTING.CONNE('TSF AMSALONCOI FRI.APWITH �- _!IX �- 1 Nl 1 ��114 ""I'll -G% IIT AV'VDI'TV'1f ASEICSTIi111EFS. C.IRF III ME P,F TAKEN S 1pF1 NHN,AIC 1}AKIVf.OR PANClIEDOCTIFIFT1 1C. '.. ./' - - TF ARS OIKI:RV FD SILVLL. RI P:TCFf f:D O1T.17 R'1'Ol I i- 1 /' J 1 I ti SIS///v) r' ITR/� `.. ;/ _-.. r! - %� ADDU I(IYAL FARFOC. IV N,)y-+vF \_ ,1u,� ST. � 20. TIIFA(-CF,SSROIT"EANO1A OPh SITE SIIAI.I, BECLF.ANED r, / \ i' Ire+ '., _ //X6 - ( } S I -�\.. ["-A: N'�.'I/-I AND RFS'TORFDTORTSFNIIIIF111T VRf (ON.TRUCI'ION /, !✓ _ ._ -� ,_ - r'... 1 ! r; p-S'G CON 1 OCR AND CONDII [ON �'--�.. -_r^ 21. CON TRAFRo1 OR ti1IAd 1, ONI)OIO \INANFI) F.FP ONSIT L ("-If 21. 2 \ S -•/�. (�, -�� i� r �`` ,- .. n=.� , 3 I (/ 4: c�L = y --•L /t �' -'. - -may. , - � I 'IIIF ORDER OI CONDITIONS ISSCFD F(1R 1}LI: N ANT (-I R} 1AiiSSSON A. - _ 1- I1111f ,VPPI20\}.D HFVI IVICN7 _IIF PIAN. NFit� A _ i Tc C-' _. x t L THF : Y:ARMO! Tit GOA' ZION CCTV T/.",./G <"TC/`/� T (.T!rx77fL7.'?,."�: X.��./'-x`�.�°^—.,C"_.--; 1 •C•._..-:'Y`�r r• >• /f. _ ""��. G / FEh. -.- - ``�'}' �'�, C r.�^ ,�- - - X x -- c.t,_-__ — — _ ,.,.z.r-4 , _ _`_ TOPOGRAPHIC PLAN _ / s1 PROPOSED i [ �( R GD RECONSTRUCTIONnF 1 ( EXISTING STONE REVETMENT AT 196 PLEASANT STREET, SOUTII YARN10UT11, AIA '1 OfYARMOUTH ASSESSORS' n1AP 51, PARCEL 102 -13 f?f E l? ASS VI :'; F y JANUARY 13, 2011 SCALE - AS NOTED rrl:rAaen BY T ERg :,A � cAPr: con £NcrNrEt,'rYc. INC ROIIFRT M. FERRY, P.E. I'.O. ROti 151', i_tST DFNNIS, AIA 026-l1 RFV ISED FF.RRUARY 7, 201 ! - ADD 6 FT. R DEN. TIN ': PLANT ITUFiTd2 5Dg 3R5 111= ALONCRFVF,T\iFNTTOP YafI.I0U 111 • r / a1n k,n. _ 0 1 uzE nLTER AnoN OFTHI EXISTING sroNE D 40 So 60 70 MINTFEONNAT TECONSTLLCTION NOTES ONNCSI ALI ROCNDARV"OFTYPE NEW CONSTRUCT ]ON. ZONE 1. ELEVATIONS REFER TO NGVD. SEE TIE BFNCIINIARK REINSPE(7EDBYCEPF COD FNGIVEERINr,LVf1t FOR a WHICH IS A NAIL SET IN A MAPLE TREE SHOWN ON THE DET ERMIYATION OF F,XISTING TOE STONE EMBEDMENT I PLAN. CONTACT GIPS COD ENGINEERING, INC FOR DEPTH AND PRESENCE AND CON TITION OF FILTER FABRIC. r"/�Ni TIC Til ii✓C^S - ADDfTIONALFI,F.VATONINFORMATIONASNEFDED. THE ROUNDARVZONE OF THE EXISTING ADJOINING 2. LOCUS: YARMOUTH ASSESSORS' AIAP Sl: PARCEL. 102 REVETMENT STIAI. f BE OVERLAPPED WITH RFPIACENIENT J. PIAN REFERENCE: TOPOGRAPHIC PLAN RATED JANUARY FABRIC S BEDDING STONES AND THE ARMOR STONES 2011. PREPARED BY SCI1OF7EID BROTHERS OF CAPE COD, SIL 1,LBFREFITTEDTOAL'MFORM.STABLF.RE- _ .._.._._..,A �__.}.-... 'T .._,.._ r-. _..•,.r•.- )NC TIDAL BOUNDARIES DETERMINED AND "ELI) CON1T(TIONW'ITIITHEADJ:\CEhTST09FFACE. T1115 - ---r �-_ Z- --�-- -A"'L- -- j' �y ) /O VERIFIED RYCAPE COD ENGCVEERI,NG, INC; MIMELEV,e WORK IS SURJECE TO AFFECTED OWNERS'AF:TIIORIZ:TION / ., NGVD AND SPECIFIC ONSITE INSPFCTION BY CIPE COD G %J [ 4 E TA l �_ 4" CONSTRUCTION ACCESS SHALL BE VIA TYPE EXISTING ENC/VEER/'}•G, INC. AS LIVE VV ORE PROCTEDS. DRfVEWAY FOR LOCUS AND ACROSS ME EXISTING LAWN 1J, AI 1 ARMOR STONE AND RFDDING S1 ONE SH M,L RE OF 7Tc`yIEAPF L'E T%Y: f�`1 T- THE PORTION OF THE ROUTE IN THF BUFFER ZONE IS GRVNITF, COMPOSITION, FREE OF ANYDFBRIS, ORG ANICS INDICATED ON THE PLAN. TIIE EXISTING SEPTIC SYSTEM OR FN,TS SUCH AS SILT OR CLAY. NOT IN CONTLICC, IS OCT OF THE BUFFER, AND SHALL OF I!, BEDDING STONE SHALL RF. OF ANGULAR.(CRUSITED) MARKED OUT FOR PROTECTION. - GR.ANITIC STONE, d TO 10 MIFFS (ASIX INCII-) MANIC FER, A 5. A WORK LIMIT SILVLL. BE ESTABLISITED WITH TSF, %ICINILdI OF t FT. THICK LAYER. CONSTRUCTION CONTRACTOR TO RESTRICT AS MUCH AS 15TIIE STONE. WORK CONTR ACIOR SILVLL CONFIRM WITH POSSIBLE, THF. CONSTRUCTION ACCESS ACTII'TTY. TIF OWNER REC.VRDING THE DFSIF:D APPFIRANCF. 6. A WORK LIMIT SILT FENCE (FILTER FABRIC) SHALL BE Of TCOMF FOR TIFF NEW REVETMENT. FX� TING ARMOR FIRMLY SET IN PEACE ALONG TUBE LANDWARD BOUNDARY STONES SILVLL RF RE -USED TO TIIF DF.GRF E POSSUM F. OF TSF, SALT MARSH. RFPIACEMTNT ARMOR STONE S SILALF, MET, TIIF / 7, TME WORK ACTINTCYSHALL OCCUPYA MINNICAI AREA TO FOIIOINING: ARMOR STONES SIL ALL BF ANGULAR N%IIV'F. ACCOSiPLISH TIF INSTALLATION OF THE STONE ARRAY, GRANITE BOCLDFRR AS SPFf1Eff,D FOR IV FR,IFE ON TIIE EQUIPMENT AND MATERIALS HANDLING SHALL OF IN TI PICAL PROFIT E DFTAII_ SFI F(,T PRIM ARII I CSIIORM- r ACCORDANCE, AWRY THE WORK AC- IVITY DFSCRIPIION. (N(FN _ ELONG A I FD) ANGI'1.AR STt1NF. SII API S. PI ,ACF: TIF PF` 'f ``G ORDER OF CONDITIONS AND AS DIRT(TFD N SIOVFS FOf201 A\IMl. Vi S"ABII AIV 1'R.D (I IOAFSIEI+ M 1, Ill' TIFF. V-ARNIOLTEI CONSERVATION A17110RITIES AND IN ACCORDANCE RTTTI AN)' ANT) AEI, PERMITS OBTAINED FOP AND OR SI INSPECTION RV CAPE ((7D E AGN" SCT EF INC. ALL ARMOI2STONFS SILVLL FIR1flV (:ON" SCT Tlk BFD S1 ONES j 1 ` THE WORK AND ARMOR STON FS DIRFCTI V ADIACFNT FACIA STONE S. ANTICIPATED CONSTRUCTION EFFECTS TO EXISTING TREE _�----- SHA1 BE RESTRAINED FUI F.5 FRONT SKIDDING OL7 OF STIALL RF REVIEWED FD RT"EIi T } l F.R' OWNER. POSITION. FACE fttli Glt\FCS 5}11L1. RF ON A SCALE OF 0.. 9. MANNf F ISTINGMANAGEABLE REVE INEN-PSAN TFI BEDFSMANONTOUED IN FTVARY TTION PRIOR TO FABAC APPLICATIONIND STONE. SETCING. FD INCIDENTALCUPS AND SPACES (CII7SKc)VV [TIT]', TIIF, 1 , \�ARMOR STONE FACE STLILI RF FII. LED AND ITT IT 11 }l EXISTING. MORTAR STIVLL OF REMOVED FROM TIE ((mNKF D)AV1111 TIFF LARGEST STONE: T All [NGS 111 T CAN �� -_ j PROPERTY. RF IIANI)FITTED TO EACH SPACE: APPR OX 6 INCIT 1'0 12 10 REMOVE EXCESS EXCAVATED SAND FRONT SLOPE. INCH ANGULAR STONE. VO DI MI'ING OF STONE CHIPS CREATONC05IPACTITIF,NF%N'FARTISI,OPE. ALLFILL,IF ON EO THE STONF FACE W ILL BE PFRVII R FD. ✓Ef ', DENSITY. L RF, COMPACTED IN 12 INCH LIF7S T(190`,': DiiY IT, PISA RRFD f:U 7I! AREAS ARO\'l: AVD LAND NSI III C TIF. li}VETMFNT SFIM.I.BF.RESI UfEED'fO PRF CONST F21'C'IFON /R/ ✓ I1. DUE TOTED %I. EXPOSURE OF THE WORK AREA, CLOSE CONDITION. II r' i rn % fir/ t r ov ��rN1 t ATTFSFION SHALL RE PAID TO TIDALSCIIFDI!LES. kA. R}MUNING MESSBOL'LDFRS AND RFDDi\C. STONE SILU,I. i_ RF RF?ROVED F ROVI TIF 5111 l PON COMPI ETON. IT IS 1 A ADVISED TO CONTAIN T IF Rf DIHNG STONE Df ATER1A1, r^T _ �� �., �j ) ) 1 19. - SE}FI PIN �f. / DI RING THFRORK EFFORT RITHA - / 4 i�' cl iT \PI F. CONTUNVILYE DIAICE Z? CNI�i4 t -A- / " _ _ _ ._... 07� -.. -�. _ - •,v,� \ FIIT'F ED I U11,. FM FRTSILAL gEfIF IAT FR 012 -f�JK'E' }EY /NT`^,�£ _ ,r' _j l7 'y At PROA'kD FQI U THIFVI ).X SI11A PF PI ACI:DRIFr 3 T. — / �4 NGVL�� . , SEAMS VFRTIC A[!V All -FAB R'SIT <AM FARM YPINN S EG.E i. �"+ -------�� r'�E� "�'� l �V OVERLAP. RUN 04 FABRIC SiIAILBF II>`1(1,V'TINNF:D I r,J'i� 1 I[/� �. OV RLAP. A 10 RTEI1SI ANO V!OVFV¢Nl DII(IN( TIIF: PFC / n' F/ Tx F-- - p�w.v T'�" ! (� ST ONE SETTING.CONNE('TSF AMSALONCOI FRI.APWITH �- _!IX �- 1 Nl 1 ��114 ""I'll -G% IIT AV'VDI'TV'1f ASEICSTIi111EFS. C.IRF III ME P,F TAKEN S 1pF1 NHN,AIC 1}AKIVf.OR PANClIEDOCTIFIFT1 1C. '.. ./' - - TF ARS OIKI:RV FD SILVLL. RI P:TCFf f:D O1T.17 R'1'Ol I i- 1 /' J 1 I ti SIS///v) r' ITR/� `.. ;/ _-.. r! - %� ADDU I(IYAL FARFOC. IV N,)y-+vF \_ ,1u,� ST. � 20. TIIFA(-CF,SSROIT"EANO1A OPh SITE SIIAI.I, BECLF.ANED r, / \ i' Ire+ '., _ //X6 - ( } S I -�\.. ["-A: N'�.'I/-I AND RFS'TORFDTORTSFNIIIIF111T VRf (ON.TRUCI'ION /, !✓ _ ._ -� ,_ - r'... 1 ! r; p-S'G CON 1 OCR AND CONDII [ON �'--�.. -_r^ 21. CON TRAFRo1 OR ti1IAd 1, ONI)OIO \INANFI) F.FP ONSIT L ("-If 21. 2 \ S -•/�. (�, -�� i� r �`` ,- .. n=.� , 3 I (/ 4: c�L = y --•L /t �' -'. - -may. , - � I 'IIIF ORDER OI CONDITIONS ISSCFD F(1R 1}LI: N ANT (-I R} 1AiiSSSON A. - _ 1- I1111f ,VPPI20\}.D HFVI IVICN7 _IIF PIAN. NFit� A _ i Tc C-' _. x t L THF : Y:ARMO! Tit GOA' ZION CCTV T/.",./G <"TC/`/� T (.T!rx77fL7.'?,."�: X.��./'-x`�.�°^—.,C"_.--; 1 •C•._..-:'Y`�r r• >• /f. _ ""��. G / FEh. -.- - ``�'}' �'�, C r.�^ ,�- - - X x -- c.t,_-__ — — _ ,.,.z.r-4 , _ _`_ TOPOGRAPHIC PLAN _ / s1 PROPOSED i [ �( R GD RECONSTRUCTIONnF 1 ( EXISTING STONE REVETMENT AT 196 PLEASANT STREET, SOUTII YARN10UT11, AIA '1 OfYARMOUTH ASSESSORS' n1AP 51, PARCEL 102 -13 f?f E l? ASS VI :'; F y JANUARY 13, 2011 SCALE - AS NOTED rrl:rAaen BY T ERg :,A � cAPr: con £NcrNrEt,'rYc. INC ROIIFRT M. FERRY, P.E. I'.O. ROti 151', i_tST DFNNIS, AIA 026-l1 RFV ISED FF.RRUARY 7, 201 ! - ADD 6 FT. R DEN. TIN ': PLANT ITUFiTd2 5Dg 3R5 111= ALONCRFVF,T\iFNTTOP / t - � _ � Fi/-7-F'i'r✓/?7f'l.Y vsz-- r` EYIS 77 F J / Pf7 ar 6" L 7 �� 6 E a \ cc .9 STgL i C = ' -rFl-'• _S T, LFi FvrJ a. - .___—. _. _._.__. 1 `� k/ `� � \ P.4ct/ICE n/nr 7- C,5 .: 7- c' t(V />7 t'+N F /. _ vp i 0 20 30 40 So60 / /p' - < .�L?LJ/IVC vT ^/ t"' i":-%�v � %, Cn'ySTRttCTIOy NOTES 12 RE)MIN1: EMMIZE ALTERATION IOL TIFF HEISOU Fit STOVE � AF.VF:EMENTCDNNF.CIING ON 771F'SOI TH EST) AF7RF: I. ELEVATIONS REf'F.R TO NGVMSEE THE BENCHMARK BOUN11kBY OF TRF. NEWCONSIR VC910N II I E 70N F SF IA LI, WHICH IS A NAIL SET IN A MAPLE TREE SHOWN ON THE BE INSPECTED BY C/PF COD ENGINEERING, V1 r. FOR 'Ll PLAN. CONTACT GIPS COD E,YGf.NF.ER/A'G, f�4"C FOR DETERMINATION OF EXISTING TOE STONE EMBEDMENT ADDT70N:AL ELEVATION IN FORJIATION AS NF.EDED. DEPTH ANJ)PRF$F.NCF. AND CONDITION OF FILTER FABRIC. - t 2. LOCUS: YARMOUTIF ASSESSORS'PE.4p Si; PAR CFI. 102 THEBOUNDARY 70NE OF THE EXISTING ADJOINING J. PLAY REFERENCE: TOPOGRAPHIC PIAN DATED JANUARYREVETMENT SHALL BY OV'ERIAPPED\VITA A( RFPI'F.MFNT L 2011. PREPARED BYSCHOFIFLD BROTHERS OFGPF COD, FABRIC A BEDDING EDSTONESUNIFORM ARMOR S1 ONES _____ INC TIDAL BOUNDARIES DETERMINED AND FIELD SHALL, nL REPFTI'FD TOAI�N)PORM S"LARGE.RF- I Z ? 11 `-'� 6 / r. Y i0 VERIFIED RY-CI PE COD ENGINEERING, INC; MIHY'ELF.Y,. CONNECTION W'ITT I TIIE ADJACENT STONF FACE. TIIIS VERTWORK IS SUBJF CT TO AFEE CTED OWNERS' AI TI(ORIZATION C F> / �' F ?-'Fi / L_. 4. NGVD i1( -TION ACCESS SHALL BF. VIA THE EXISTING AN T SPECIFIC ON -ST INSPECTION BY CA PE COD > DRIVEWAY FOR LOCUS AND ACROSS THE EXISTING LAWN E,VG/h'FERI:N'G, INC. AS TUE WORK PROCFF.DS. E. AND BrDDINC STONE, SHALL BE OF THE PORTION OF THE ROUT: IN 771E BUFFER ZONE IS 1J, ALL ARMOR STONE INDICATED ON 771E PLAN. THF. EXISTING SEPTIC SY5TE6t GRANITE COMPOSITION, FREE OF ANI' DEB!:IS ORGANICS NOT IN CONFLICT, IS OLT OF THE BUFFER, AND SHALL BE OR FIN'FS SUCH AS SILT OR CLAY. MARKED OUT FOR PROTECTION. 14. BEDUENG STONE SHALL BE OE ANGULAR. (CIO SHED) - S. A WORK LIMIT Sit ALL BE ESTABLISHED 'A rill TIIE.- GRANITTC IC SI TO 10 INCHES (-SIX INCH-) DIAMETER, A / CONSTRUCTION CONTRACTOR TO RESTRICT AS MUCH AS THE STON OF 1 ET. THICK LA VER. f/ POSSIBLE, THE CONSTRUCTION ACCESS AC I TNT TY, IS 'ITIF IF. STONE REGARDIORK NG ACIORg1ULWRl1 6. A WORK LIMIT SILT FENCE (FILTER FABRIC) SHALL RE of, OWNER R TTI ENE( REVITSIFDAPPEARANCE IlI FIRMLY SET IN PLACE ALONG TOE IANDIVARD BOUNDARY Oif FfO)IF FOR TIIF.NFAA RFV'E:TMFNT fVSTI\(ARMOR OF THE SALTARSII STONES SIIALI, BE RF ISFUTO"TSH LLMEF_PONSD IMF. 7. THE WORK ACTRTY.•'A it O;:CIYYAMIN'IMUMARF.A TO REPLACEMENT ARMOR STONES SII ALL MEEI IDL ACCOMPLISH TT*TIN 1a' -ION OF HIESTONE ARRAY', FOLLOWING: ARMOR STOVES SI IA LL P E ANG ULA R NATO, E EQI Wllt NI Nl; MA IERFAia if tNi)LIN(.'11ALE HF: IN GA ANR-F ROLL PF RS AS SPFCIFI"FOR AA I".IG I II ON THE ACCORDANCI;WEED THE %I ACTIVITADF.SCRIPI'TON, 7Y'PKAI PI20 ILL Dt IAI SFIF(TTBIV:AR1tl UNIFORM. �I THE RESULTING ORDER OF CONDITIONS AND AS DIRFCT:I) (NON-FLONCATED) ANGI'TAR STONE SILAPES PLACE [ - I BY'TFIF. VARMOVER CONSERVATION AURIORTIES AND IN STONES FOR INSPENI CTION COD EN INFSUfEFLCTTORk AT y ACCORDANCE WITH AVS' AND ALL PERNTS OBTAINED FOR AND OR STOT109 RY CAPECOD EhCIVF (-T 711 ItE Al L THEWORK ARDIOR STDSF$ SIIaI,I. FIRMLY CONTACT TIIE. RF D S 1 O"7f:S �-- R ARMOR STONFS DIRECTLY ADJACENT. EACH STONE I. ANTICIPATED RE EWER WITH THE EFFECTS TO EXISTING TREE ---------'— _ � SHALL BE REV'IEI4ED WTI7{77{F.OW'NF.R. SHALL BY, RESTRAINED FITLY FROM SK(DDf]C. OIrTOF 9. THE EXISTING REVETMENT SHALL BE DISMANTLED IN POSITION FACE ROUGHNESS SMALL FIE ON A SCALE OF0.5 FT. VARIATION. •i MANAGEABLETOFABSCAPPLICAION AN 'STONE SETTINLOPE RECON G, TOURED 16. INCTD NTAL GAPS AND SPACES(CIIFNKS)VY'TFON THE PRIOR TO FABRIC SHAG BEONANDSTONE. NT7TING. EXSSTI\G MORTAR Sf1ALt. BE RF.MOVFD FROM TIIE. ARMOR STONE FACE. SILAGE RE FILLEDAND FTITF,D PROPERTY. (CHINKED) WITH THE LARGEST STONEE TAILINGS T11;AT CAN 10. REMOVE EXCESS EXCAVATED SANT FROM SLOPE RE HAND FITTED 70 EACH SPACE APFROC.6INCI1 TO 12 CREATION. COMPACT THE NEW EARTH SLOPE. ALL FILL, IF INCH ANGULAR STONE.. NO DUMPING Or STONE CLOPS ANY, SHALL. BE COMPACTED IN 12 INCH LEFTS TO 90.1. DRY ONTO TGIF STONE FACE WILL BE PERMYTTED. f; �/ DENSITY. 17. DISTURBED EARTH AREAS ABOVE AND LANDWARD OF TGIF If. DUE TO TTIAL EXPOSURE OFTHE WORK AREA. COV ETMINT $FlALh RF. RESTORED TO URE -CONSTRUCTION 1 CONDITION � 1 �L' / Y6 - I -- AlATTENRON SHALL BE PAID TO TIDAL SCIIEDULES. L------- iii / � ���``` 14. RF,M1L\IN(N4 EXCESS ROI.IAERS AND HERDING STONE SHALL BE REMOVED FROM THE SITE, UPON COMPLETION. EE LS ADV7SF.D TO CONTAIN TIIE BEDDING STONE NIATERlAL SP/ K"E SFT /�/ T�?fE —r'``te _ O Z G~ + j' I ,1 DLRINf, TI IE WORK EF}ORT WITH A STF,F.L BIN OR OILIER rj r C A //,6 ./' SUITABLE CONTAINMENT DEVICE,. /Z.24 /JG -VO / c_'""- _--J 0 19. FILTERSMALBF RAFI SINGLE ER OR APPROVED EQUAL. THE FABRICSHALL RFPLACED "'IT II SLAMS VERTICALLY ALIGNED. WITH A VfIND1LM OF F'T. -'../) i SEE To !3E- Pi7F7 _�F cTQ/r� �. �/OVERLAP. EACH RUN OF k ,/xl / / -11 j - GAF N T��•� TOTEIF,S1,0 ETOW TffS'T4ND'MOVFNIFNTDI-R1NCTl F GD S1ONESFTTING. CONNECT SEAMS ALONG OVFRL.APAVFRI HEAVY DUTY PLASTIC STRIP TIES CARE SITU- PE TAKEN ld /4E STRlh°r�"� h L - TEARING OR PUNCTURING TO C7C7IFD OVER WITHC, I.LYIINAT F. U RINE TIIE FABRI >n I'JI- / F'ET TEARS 013'ERVED SMALL REP.A ADDIl70NAL FABRIC. 7�.i tC O aS EXIST 1, ,�\` !' i r) v� _ /•�.Y S ff j'S 20 ATHE ND RECESS ROUTE AND WORK SITE SILAL.L BE CLEANED c i G _ titer GR r✓E \ / //,M f. �`L- N.�{ ;�J _ - I ,/'✓1 - - - --y ?F D'L�. STORF'D TO RESEMBLE l7iF,PRY-CONSTRUCTION Ik CO]TOER AND CONDITION. E'L, _ /I'-u-"Z-•-x-:'r1 21 CONTRACTOR SHALL OBTAIN AND KEEP ONSR E COPIES OF _ r � , F (j >r 10 'E' CAI' �rCnitCs 7 _.f:-T'�"��� �.,J rC ,.F q - --' _�-- - `/ TIIE ORDER OF CONDITIONS ICSU ED FOR TIIE PROJECT RI' ,4"goA, SED - - �� =-- - —COMMISSIONaN I 1 G7-E"'�i TIIE Y`ARNOUTII COVSTRV ATION AND THE ������� APPRDYTD RFV'ET. !E. T..R £. PLA.. T//V G iGN � f F V'Err>E'Nr--I..- - �_� �� -=�i..,.f s'L-�4 - x x� x , ,SSSS. _ "/r y A �7zZ✓C-oS/a XryE�l ' - --- X - - Q TOPOGRAPHIC PLAN y S11OWING PROPOSED RECONSTRUCTION OF AN EXISTING STONE. REVETMENT AT 46 PLEASANT STREET, SOUTH YARMOUTH, 11A YARMOUTH ASSESSORS' MAP 51, PARCEL 102 1�3A SS R/ V'- o' T'l P A L EgQ FLcoD U co 3o Rti't 4RY JANUARY 13, 2011 SCALE - AS NOTED AL 1? Al 5C,9 L 2T / /N• - 2 / T. ` rho 800 PREPARED BY Fc lege °j AL CAPE COD ENGINEERING, INC ROBERT M PERRY, P.E. /REVISED FEBRUARY 7, 2011 ADD 6 FT. W11 ^, NATIVIi PLANT PLT FFR P.O. BOX 1517, EAST DENTIS, DIA 02641 -ALONG REVETiENT TOP -"R-MS-1445