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HomeMy WebLinkAboutEngineer Plana '51 1, T kA CK, Or t f CAP F + of� 0 ,1, 721i tv SIDE w 300,00, EDGE OF ISOLATED VEGETA V BUILDING- ENVELOPE AREA LIMIT OF APPROXIMATE - _T ED -WETLAND, GENERAL NOTES: N Li)AX 11�v l"I'17 E 'ER I. THE MW OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS. Z LOCUS AREA IS COMPRISED OR PEI? CURRENT ASSMORS BAXTER NYE RECORDS. OWNER. 63 SWITHS POINT NOMINEE MUST, USA HANNA-VALONE & JAMB ENGINEERING & IN MALONE TRU= LAND COURT CERTIFICATE 223967 LAND COURT PLAN 4075-P, LOT 100 AND 104 VE SUR" YING ASSESSM'S MAP 5, PARCEL 13 3. MOJECT BENCHMARK IS SHOWN ON THIS PLAN 4. ZONING INFORMATION, Registered Professional Engineers ZONING DISTRICT. R-87 and Land Surveyors CURRENT MINIMUM ZONING REQUIREMENTS FOR CLUSTER I)EVELOPMENr* PER PLANNING BOARD APPROVED PLAN WED 'SUBDIVISION PLAN FUR 78 North Street - 3rd Floor SMITHS POINT SUBDIVISION IN YARMOUTH, MASS.* DATED MARCH 27, 1991, REV JULY 25, 1991 BY SCHOFIELD BROTHERS, INC. REC19MED Hyannis, Massachusetts 02601 PROFESSIONAL ENGINEERS AND LAND SURVEYORS, ORLEANS MASS.: MIN. LOT AREA = 10,000 SF Phone - (508) 771-7502 MIN. LOT WIDTH AT BUILDING LINE = 100 Fax (508) 771-7622 N/F NOLEN CHRISTIAN LOCUS MAP Scafe: V-2.,0001 FRONT = 25, SIDE IZ REAR 20' MAXIMUM BUILDING HEIGHT = 35' www.boxter-nye.com MIN. YARD SETBACKS. LAND COURT CERT N/F JANE C CARROLL TE DISH 167797 MAXIMUM LOT COVERAGE = 25% GENERATOR LAND COURT CERT If MAP 5 PARCEL 12 _L ANE GARAGE/ MAP 5 PARCE OVERLAY DISTRICTS: NONE PROP, R GUEST SA ON LIMIT OF A BENCHMARK. HOUSE PPROXIMATE CONCRETE DO k I t5ttn; �:,YSTEM ENVELOPE 5. THE HORIZONTAL DATUM IS BASED ON THE MASSACHUSETTS STATE PLANE 17-D 80-OUDER COASTAL ELEV�=15.70' BANK AREA COORDINATES (NADW, M& MAINLAND 2001) DERIVED ROM REDUNDANT CPS "'x VVI Dw) OBSERVATIONS UTILIZING MaCORS NETWORK. THE VERTICAL DATUM IS WED Gun- M zliz? 20' ACCESS & ON NAVDE18 (GEOIDIS) DERIVED FROM REDUNDANT GPS OBSERVATIONS Cil q, R `,, 1­il , 'I I - w ��, WATER EASEMEN1 UTILIZING MaCORS NETWORK. PER LAND COURT HEALTH DEPT, FND PLAN 4075F 6. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. THERE MAY BE s TELEPHONE �19 -, ", _�% I "I RIGHTS BY DINERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS ETC. k PEDESTAL NOT DEPICTED. IF DETERMINED TO BE NECESSARY, A TITLE SEARCH SHALL BE ED) PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE ENGINEERING & FE F1 PC jimp "Op k P4 SURVEYING. MONITORING ifx LAM :OBB S T P STAMP tLL DECK iFN T I ON ' E DRAINAGE EASEMENT 7. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVARME mu�N 'Orl 1 1 ETAI I �VVALI L RECORD INFORMA71ON CONSISTING OF PLANS AND DEEDS. THE EXISTING ALKWAY C. PER LAND COURT-' P �I7 BOULDER P3� PLAN 4075 P , VA,,!V0p_)/ FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD LAWN WALL J N JM 1 SURVEY PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON OCTOBER 26, 2020. k JAW AA1 P Ji 5 NSFORMER-1 f _;Q _1� I I f _ , I I ; # I _­ 10 1 N/F NOLEN CHRISTIAN 8. 13Y GRAPHIC PLOTTING ONLY, THE PARCEL SHOWN HEREON LIES WITHIN 50' BU ID COURT CERT f I FLOOD ZONE VE13, AE13, AE1 I, X SHADE), X UNSHADED ON THE FEYA 1>1 167797 f PATIO- SSIT _', V LAND COURT PLAN i ­' CONTROL FLOOD INSURANCE RATE MAP (ELRA.) COMMUNITY PANEL NUMBER 250015 IRRIGATION Nt Q20JJ i :�54'05- El'�( LA 4075-P LOT 100 ITHRESNULU 111,, 9 -l"' I 24.30 MAP 5 PARCEL 12 0782 J 9FEDMIE DATE DATE JULY 16, 2014. EL�20.79 PARCEL 13 93 Go APPROX. LOCATION MAP, 5 S '_AFN I M 1 UPLAVD�-!56'M SF± P7 EN, FFE16 WALKWA SYS ROCK ESTABUNED 101111983 AS SH WN ON THE NOTED FEMA FLOOD INSURANCE t3 A "Y 7 cn� w 4-,479 SF± L RATE MAP (FULM.). w 2.4 AC± ?1V f 18 Y6 ToTAL=160.591 SF± 9. ENVIRONMENTAL INFORMATION. CONSULTANT 3.7 AC± AFE9 PER MASS CIS OLIVER AS OF 1111712019. N Co l E10 4 SITE DOES NOT APPEAR TO BE WITHIN AN AC.EC. (AREA OF CRI71CAL EN*P12' T, Ill T1 FN LN ENVIRONMENTAL CONCERN). 3t if A PORTION OF THE SITE APPEARS TO BE WITHIN AN AREA OF ESTIMATED Ld It, HABITAT OF RARE WILDLIFE AS MAPPED ON MASS CIS COVER PER NHESP _j =20.5 FFE 4- 'ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA 1 �4 f Ou WETLANDS PROTECTION ACT REGULA71ONS (310 CUR 10). uJi" r Q lo 1,30 LANDING /Lc- �7 IRRIGATIO to 4) p;r A PORTION OF THE SITE APPEARS TO BE WITHIN A PRIORITY HABITAT AS CONTROL MAPPED ON MASS GIS OLIVER PER NHESP 'PRIORITY HABITATS OF RARE C ONSULTANT 11f Ii � s J SPECIES' FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED AG SPECIES ACT, REGULATIONS (321 CMR 10). BOA L LA M4 KR�IwALK . . . . . . . . UNITS ITEE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS LEPHONE S 06 LS EDEST�L b MAPPED ON MASS CIS OLIVER PEI? NHESP 'CERTIFIED VERNAL PGOLS.' f j H N (C A POR71ON OF THE SITE APPEARS TO BE WITHIN A WEILAND RESOURCE 0 AREA AND OR ITS BUFFERS AS MAPPED ON MASS GIS SYSTEM. THE POLE DOBBLE WEILAND RESOURCE AREA SHOWN HERFON ARE BASED UPON A FIELD Ls FLAG /f(p; F -Y EL/ DELINEATION AND LOCATION BY MIKE BALL AND CONFIRMEDAY BAXTER Aq, STONE I , 1,4 l-,, I" I I i p APRON NYE ENGINEERING ON 10/26/2020. LE If APPROX. LOCATIO PREPARED FOR: EXISTING SEPTIC SITE DOES NOT APPEAR TO BE WITHIN THE 100' OUTER RIPARIAN ZONE IS 00, 4075-P LOT 104 ON LAND COURT PLAN SYSTEM SITE DOES NOT APPEAR TO BE WITHIN A STATE APPROVED ZONE if Lisa and James Valone f 3 MAP 5 PARCEL 13 �f f GROUNDWATER RECHARGE PROTECTION AREA LOTAREA: 205 Rice Road A C9 R Q4 I I A UPLAND=4,335 SF± BENCHMARK:, FND 0.1 AC± 10. UflUTY INFORMATION SHOWN HEREIN: .3 ; z WETLAND=6.482 SF± CONCRETE BOUND ELEV.=20,31' N, 03 THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1 -888 -DIG -SAFE) ND 4VD88 t 0.15 AC± Wayland MA 01778 1 0 VA -t;4 :��Oj3 TOTAL=10.817 SF± CAP FND Y, 9 AND UTILITY COMPANIES TO LOCATE THE LOCATION OF Ali EXISTING 0.25 AC± ;,7 UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF Imp f DII b CONSTRUCTION. DUS71NG UNDERGROUND INFRASTRUCTURE, UTIURES� to CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, 7 C 0 f MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEN �VA f Z- vo, IoO I W RESEARCHED aCE) ON THE AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR f i�As ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE PROJECT TITLE CONTRACTOR'S FAILURE TO LOCATE SAID INFRASTRUCTURE AND 0 a 0 �r TIES EXACTLY. IF FIELD CONDITIONS DIFFER FROM PLAN _j X UPU APPROX. c) zio INFORMATION, THE CONTRACTOR SHALL N07IFY THE ENGINEER 63 Smiths Point Road JZ f LOCATION N/F THE WOODLAND IMMEDIATELY FOR POSSIBLE RMGN. f N/F THE WOODLAND U Y) West Yarmouth, MA NDERGROUND 41 ip I z ROAD NOMINEE TRUST, ROAD NOMINEE TRUST, ELEC "I i - SOURCE INFORU4710H FROM PLANS HAS BEEN COUBWED MTN 0 a I WINIFRED I U, TRUSTEE �0 b VANIFRED I U, TRUSTEE (PER IG Z LAND COURT CERT 001113 OBSERVED EVIDENCE OF UTIL171ES TO DMOP A VIEW OF THOSE If I AND-COURI.CERI UNDER6ROUND-07IL17195�HOWnOAA"9-[YCAVATIaLAE- EXACT LOCATUN OF UNDOMOUND FEATURES CANNOT BE MAP 5 PARCEL 14 MARKS) tov MAP 5 PARCEL 14 ACCURATELY, COMPLETELY AND RELIABLY DERICTED. WHERE GaAOMMV ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE 'i WI, CLIENT IS ADIVISED THAT EXCAVATION MAY BE NECESSARY. U71LI17ES NOTED HEREM ARE SHOWN BASED ON SOURCE If INFORMATION, WEN AVAILABLE (RECORD PLANS), AS 013TAINED FROM MAIN DWELLING ELEVATIONS UTILITY COMPANIES ANDIOR MUNICIPAUTIB. LOCA71ONS OF COMPILED UTILITIES SHOW ARE TO BE CONSIDERED APPROXIMATE ONLY, SECON PEAK ELEV, THRESHOLD ELEV. FLOOR ELEV. BASEMENTI ELEV. I EXISTING SEP71C SYSTEM INFORMA71ON OBTAINED FROM SEP71C pi� 37.79 T1 12.26 FFE1 12.14 SFE1 29.95 10 SYSTE]M INSPEC77ON REPORT BY JAMES SEARS, DATED 10124119, ON FILE AT BOARD OF HEALTH. P2 40.67 T2 20.84 FFE2 20.89 FFE3 20.91 < WATER SERVICE FOR THE LOT IS FROM A PRIVATE WELL PER P3 47.62 T3 P4 40l64 T4 19�52 FFE4 CE3 RD YARMOUTH WATER DEPARTMENT 19.53 P5 42.04 T5 19.54 FFE5 19.56 CAP FN ELECTRIC LINE SHOWN ON THIS PLAN WAS PER EVERSOURCE SKETCH G RECEIVED 111612020 AND FTELD LOCATED PEI? DIG SAFE MARKS P6 40A4 T6 20.91 FFE6 20.93 INDICA71NG UNDERGROUND ELECTRICAL SFRWCE P 7 46�60 T7 20-87 FFE7 20.89 11. TOTAL AREA LOTS 100 AND 104 = 171,408 SF 1, 3.9 AC± > I G<1 P8 40,88 TS 20.86 FFE8 20.89 P9 46.55 T9 20.94 FFE9 20.94 tZ SITE IS DEnNED AS 110 MPH DPOSURIE 0 AS IDENTIFIED BY YARMOUTH 2 BUILDING DEPARTMENT. ARCHITECT SHALL CONFIRM THIS RATING FOR Plo 47.63 Tio 20.96 FFEIO 20.94 THEIR DESIGN. SDM 2/2/2021 RESEARCH 13Y ATTORNEY P11 40L23 T11 20.96 FFE11 20.96 - 13, LOCUS MAY BE SUBJECT TO, AND W17H THE BENEFIT OF, ALL RIGHTS, TION 53.52 T12 21A0 FFE12 2R94 RESERVATIONS, EASEMENTS AND RESTRIC71ONS CONTAINED IN AND NOTED ON CERTIFICATE OF 717LE N 0. 22GO80 AND SAID LAND COURT PLANS, SHEET TITLE 0 P13 40,17 T13 20,93 FFE13 20,95 14. LOCUS IS SUBJECT TO A CAPE GOD COMMISSION DEVO.OPMENT OF P14 43.17 T14 20.65 FFE14 19.99 0) Existiong REGIONAL IMPACT DECISION j7R9W46. PER PLAN TIMM 100VELOPMENT P15 40.30 T15 19.67 FFE15 20.93 z 4: PLAN' FOR SMITHS POINT SUBDIVISION SINGLE FAMILY CLUSTER SUBDIWSION UNaf ROBERTS ROAD -YARMOUTH, MA, DATED B-1-90 BY Conditions P16 44.65 19.63 FFE16 20.89 0! q 4� ISP INC. 6 MAPLE STREET NORTHBOROUGH, Uk P17 T17 19.69 FFE17 20.87 4�- - P18 43.13 f18 20.89 M Plan -LIMITATION OF EIGHT (8) BEDROOMS MAXIMUM T19 TO.83 -LIMITATION OF APPROXIMATE BUILDING ENVELOPEAREA SHEET NO T20 20.32 -LIMITATION OF APPROXIMATE SEPTIC SYSTEM ENVELOPE AREA CIM0 SFT1 30.02 9 GARAGE/GUEST HOUSE LEVAT DATE:NOVEMBER 24, 2020 P19 39.24 SFT2 25.65 �.SFE2 25.55 30 0 30 60 > T21 15.94 S 4TAL 'E", CB RB _,< Ap T22 15.20 SCALE IN FEET CB RB SCALE: 1"=30' D CAP FN DRAWN BY: SOM CHECKED BY: MWE J 0 B N 0 � 2020-054 F I L E : 2020-054 - - ECdwq 0 COPYRIG14T c 2020. BY SMART ENGINEER114G H -C. dbe BAXTER NYE ENGINEERING SU RVEYING, ALL RIGHTS RESERVED. REPRODUCTION IN ANY FORM WFITIOUT THE EXPRESS V1RffTEN CONSENT OF THE COPYRIGHT HOLDERIS PROHIaRED 'BAXTER NVE ZONING TABLE A C& F N G 1 1`,,' E R 1 NN G Si,, Sf 11 R V 1, y 11'4 G MIN. CGIP ZONING DISTRICT(S): R-87 if OVERLAY DISTRICTS: NONE -FAMILY RESIDENTIAL" ig ALLOWED USE: SINGLE Id. BAXTER NYE I EXISTING TOTAL SITE STRUCTURES FOOTPRINT=9,133 SF PROPOSED TOTAL SITE STRUCTURES FOOTPRINT=9,449 SF TOTAL PARCEL AREA: 160,591± SF (104,479 SF WETLAND, 56,112 SF UPLAND) V WOOD STAID� AT &3 O/C - OR QUAL ENGINEERING & PLAN %JEW EXISTING PROPOSED REQUIRED /ALLOWED b6,112 SF UPLAND 56.112 SF UPLAND *LOT AREA: 10000 SF — MRAFI SILT PENCE IRAFI IOM *FRONTAGE: 100 FT 197 FT 197 FT r. r. 3' WOOD STAM SITE M APPROVED EQUI SURVEYING 54Y ?*x 3' RENFORONG SUM PAVEMENT *MINIMUM LOT WIDTH: 100 FT 187 FT 187 FT OR APPROVED EQUAL :*BUILDING SETBACKS r(MIN.) nREV.- — ___ l 1 J /0 _!�5 _FT 12.0 FT 12.0 FT FRONT SETBACK SIDE SETBACK 12 1-1 130.4 FT 130.4 FT Registered Professional Engineers FILTER MOUNTABLE BERM REAR SETBACK 20 FT 0 . F 204.4 FT FASMC—/ W CRUSHED STONE 25% (14.0 8 SF) 16.3% (9,133 SF) 16.8% (9,449 SF) and Land Surveyors *MAX. LOT COVERAGE (STRUCTURES): PROTECTED 4 1 26.3 FT wow C1, *MAX. BLDG. HEIGHT QTORIES� 35 FEET 1<35 FEET - AREA ------ UUAKU lgn-03-27 SPECIAL FLHIK CROSS=SEvnON I it I bUdUIVINUN j PPROVED BY PLANINU T7MING REQ'TS FOR CLUSILK -11-22 FOR HC VAM MAW BALES 78 North Street — 3rd Floor **SPECIAL PERMIT (PETITION #3033) OBTAINED FROM ZBA ON 1993 itit I 1 1 1 It FLOW HyOnnis, Massachusetts 02601 NOTES: 1. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOT Y� I F" THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. if It Phone — (508) 771-7502 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH I S14ALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC I if if If I I I Fox — (508) 771-7622 FIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH f 4 MOMENT ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT www.boxter—nye.com OF ANY MEASURES USED M TRAP SEDIMENT. ALL SEDIMENT SPILLED. 012 DROPPED, WASHED OR TRACKM ONTO PUBLIC RIGHTS-OF-WAY MUST BE If i f aa !3�� T. REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. 00� (MM.) t�AtA OF 4f��-w_ PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. 1!bcz. J� op W I If - - - /_1 -ra // /sot -------- ------ SILT FENCE STRAW SALE BARRIER N.T.S. "ill, C_ STABILIZED CONSTRUCTION EXIT N.T.S. I 7 IS STA S T A M P 3z ------- EXI 2 1022 M&/ ------- 9 RETAINING WALLS�. STEPS 11� REMOVE PORTION OF EXIS�7NG SETA AREA TO'� Dis�u - SID -TO-81� MOVED. RETAINING -WALL AND REPLA LMTED-.-REFER_TO­--__ ----- 4E If 1 01 ----- BE GRADED AND Pt -------- NTH WALL SHOWN-. HEALTH D=VT. �7 -------------------- LANDSCAPE- PLANS tOR GRADING -AND Jill If FINISH MATERIALS'- ____REMQV� E XISTING EXTERIOR STAIRS, DECK ANIY_P0RI1ON-QF_BUILDING__- -WTH — — — — — — — — — — — 1-0 -- — — — — — -- ru& A 01 1 1 X I I i AND REPLACE NTH PORCH > '4 DECK ABOVE. SEE ARCH. PLAN F 0 t 1 11 L I i if DETAILS ------------------- J. I I I I I I I I i I - APPROXIMATE LOCA110N COASTAL DUNE ZONE Ob AF (Fj . 11) COASTAL BAN i I I Jill if ZONE X (UNSHADED) SF IV ----------------------- 1117% CONSULTANT fv HAYBALES AND S&T FENCE AT LIMIT > 00ok r) 4"So it OF WORK PER DETAIL #601, TYP. It LAND COURT PLAN 5SED-RE44NING WALLS W t I XPROP( 4075-P LOT 100 CE__EX[S_, N +1b.0 STEPS TO REPLACE-EXISTIN REMOVE COBBLE APRON AND EXISTING _U _ "I I GRAYEL DRIVE AND REPLACE WITH 13UILD]7//," N/F NOLEN CHRISTIAN LU I ST SEE AND COVERED PORCH. LAND GO' ' IRT CERT 167797 it AREA: -4 it HIQ > It MAP 5 PARCEL 13 QP) I/ 0! PEIck ISTING GUE Iff ts- ARCHITECTURAL PLANS FOR DETAILS MAD 5 PARCEL 12 9 h ;I; UPLAND=56,112 SF± �OUSE/GARAGE 'TO BE RENOVATE 1.3 AC± op EXISTING TREE TO BE SAVED it <1 WETLAND=104,479 SF± t IlAic .1 1 �Alvj� EN if V t4 WIV Cut AL TREE TO BE PLANTED g 2.4 AC± EXISTING TREE TO REMOVED. SEE LANDSCAPE 0 LANFOR ADDITION 10, EN PROPOSED CONSULTANT TOTAL=160,591 SF± I I I / / EXISTING WALKWAYS TO BE 3. 1 1 " / 1<, STONE STEP 15.0 7 AC± y4tt� I REMOVED AND REPLACED /6,, 1 . � , EXISTING SEPTIC TANK TO BE I jz;c 5"k 14 WITH STEPPERS- WALKWAY REMOVED AND REPLACED NTH 1500 Ok iC i 1,111; 1 GALLON H-20 TANK AT LOCATION I //-�Ho--WN (HATCHED). REFER�- k_/V rp, % I lift f 'IV .nc PLANS FOR j, tnj R F, "4%* SHOWN. APPROX. INV OUT=14.0± JU L�IIDKAPE 11 OU14, -:Fv I J FINISH MATERIALS C_K C11 1 (INVERTS TO BE VERIFIED IN FIELD) DECK EL.= 20NE X (SHADED) '7 1 q!jt* If I I I ,,, �'ZONE X I I I I I \ , + tj l 01 1 1 '9 1 -4 1 1 J -. I I (UNSHADr i Jill 1 4* TING BOULDER D t's �s REMOVE EXIs n3 6 �//17_7 . . .... 4-+ 0. X 13-62' WALL AND REPLACE WITH NEW 7-1 1 1 A 4 STONEWALL SEE LANDSC IR50.0 PREPARED FOR: X'6,3 EN ARCH. PLANS FOR DETAIL, I ING 7,9 719 Lisa and James Valone EA, EIV 205 Rice Road S4J Wayland, MA 01778 �D It I', Pa wo 11VA pi�& 6A N, P W M 4 & 0;�,504 � J CIO 0 q, 1 1 T� r PROJECT TITLE e/v S If ------ 63 Smiths Point Road If 0 West Yarm outh, MA 02673 0 I T, t I 1 1: \A If ------------- 10 0) 6;7 W�v > On BOX)\ ASSUMED EX1S`E/ R jj A iAh= 3.2± �VIF) r it a 0 if N g," �Gt C)4 l'if i it fil 4*,", N it t f 1 0 - T_ f f --A ri, 49 of C P I AP !?jj COMMISSION COMMENTS NSERVATION JKL 912112021 PER CC AND SHEETS C3.0 AND C4.0 ADDED cp T 1 1 1 1 00 1 SDM 2/2/2021 RESEARCH BY ATTORNEY If if ff I S QS\E'�� DATE DESCRIPTION Son,\ "AY PRO I if TING GRA DRI�tWAY 010 -,TREEU. Q4 '-TQBE REMO, U SHEET TITLE AD 0 �E OU xis I ov U A2: ��J" REP AGE W WA NAS lot sHOLWN (DHATCH R Proposed Guest 7� 113 LANDSCAPE PLAN FOR ALL -L Y I r CH R F R ALL NOTESI V. SURFACE MATERIII It I I'll Nouse/Gara�e C: > -jr3*5 14 N 4 TOWN ORDINANCES, N 1 4�p WITH MHDSS, 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE D Z�,� �/ ���;01 , P1 350 1� I A� I Ill � J 04 REQUIREMENTS, AND SPECIFICATIONS. > 0 Iddition an , 14 1 7// -THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION MEETING SHEET -NO. THE CONTRACTOR SHALL CONTACT Z 7 STABILIZED ENCINO CONSTRUCTION. AT LEAST TWO (2) WEEKS PRIOR TO COMM N/F THE WOODLAND ROAD I f 3. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR TO THE FACE OF CURB/BERM NOMINEE TRUST, WINIPRED 1. 1 CONSTRUCTION EXIT I WHERE APPLICABLE. SETBACKS TO PROPERTY LINES SHOWN ARE PER THE PROPERTY LINE SET LI, TRUSTEE PER DETIAL #609 C24 LAND COURT CERTIFICATE > to BY THE REGISTERED PROFESSIONAL LAND SURVEYOR (PLS) AS SHOWN ON THE EXISTING W #200910 CONDITIONS PLAN AS SEALED 13Y THE PLS WITHIN THIS PLAN SET. I Q (A MAP 5 PARCEL 14 4 A D A T E SEPTEMBER 1, 2021 CAI r/ 40 D.E.P. File #SE 3m2299 20 0 20 t -Z C& 1p N,0) EASTING 449 ASF) If t S/)T A M PI IL WV �QTES R19 SCALE IN FEET CAP / it 1. NO WORK IS TO BE DONE UNTIL ORDER OF CONDITIONS IS RECORDED AT REGISTRY OF DEEDS. F'AID Is, rl �/111�/,I�/1/11 z I /� //, I S C A L E: 1"=20' M DRAWN BY: JKL CHECKED BY: MWE 2. LIMIT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTIL COMPLETION OF PROJECT. f J 0 B N 0: 2020-054 F I L E : 2020-054 DM.dwg 3. ALL PROPOSED ROOF LEADERS TO DISCHARGE TO STONE DRIPSTRIPS ALONG ROOFUNE. HT HOLDER IS PROHIBITEO COPYRIGHT .2020, BY SMART ENGINEERING LLC, dbe SAXI ER NYE ENGINEERING & SURVEYING, ALL RIGHTS RESERVED. REPRODUGI ION IN ANY FORM WITHOUT THE EXPRESS WRITTEN GUNsi,NT O� THE COPYRtr BAXTERNYE SEPTICCONSTRUCTION ♦- v . 4 q . T C Y '.. 1 SEPTIC SYSTEM DESIGN REQUIREMENTS V p TER NYE BAXTER LOADING LIMITATION. 440 GPD 40 000 SF x 148-042 NITROGEN L / -MAX. SF 1 628 GPD,... MA , 1. ALL SYSTEM COMPONENTS BE INSTALLED IN ACCORDANCE WITH TITLE OF THE STATE SANITARY 'CODE DATED .SEPTEMBER 9, 2016, ASAMENDED AN & ANY LOCAL RULES & REGULATIONS S N ENGINEERING (LOT AREA, FOR NITROGEN LOADING LIMITATION, 1S TO MEA N HIGH (L - NAVD WATER ELEV 2.8 ( ), THROUGH DATE OF THIS PL PER ALOE TIDAL FLOOD PROFILE NO. 9 (CABLE. APPLICABLE. EYING SURVEYING PER DRI CONDITIONS OF APPROVAL CCC TR90046 , THE LOT ( # ) IS RESTRICTED. TO 2. AN Y CHANGE TO THIS PLAN MUST APPROVED IN WRITING BY THE ENGINEER. 8 BEDROOMS, MAXIMUM. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. NOT INCLUDED -NA .GARBAGE GRINDER ( ) / ON IS COMPLETED PRIOR TO BACKFILLING, ° NOTIFY THE 3. WHEN CONSTRUCT( , Registered Professional Engineers 9 9 - •' GPD BR = 550 GPD 5 BEDROOM BR MAIN.HOUSE.. 5 BR z 110 / ENGINEER FOR INSPECTION. BOARD OF HEALTH AGENT AND E and Land Surveyors y GUEST HOUSE. 1 BR x 110 GPD BR - 110 GPD 1 BEDROOM / TOTAL DESIGN FLOW' = 660 GPD 4 PVC .UNLESS SANITARY DISPOSAL SYSTEM PIPING TO BE 4- SCHEDULE 0 4. ALL S N _ 78 North -Street 3rd Floor OTHERWISE NOTED HEREIN. Hyannis, . Massachusetts 02601 Y EXISTING SEPTIC SYSTEM. - PER. BOH PERMIT #95-734 LEACHING 1978 TI TLE 5 CODE). AS REQUIRED WHEN LESS THAN 3' OF 5. INSULATE ALL PIPES <AGAINST FREEZING Q - G (1 CAPACITY 686 GPD COVER. Phone 508 :771..750 EXISTING SEPTIC TANK. MAIN HOUSE 1500 GALLONS Fax - 508 771-7622 NS TO BE REMOVED EXISTING SEPTIC TANK GUEST HOUSE. :1000 GALLONS ) - _ _ F TACT DIG SAFE AT 1 888 DIG:. SA E ACTOR SHALL CON ) CAUTION: THE CONTRACTOR ( , 6. �A -e,com www.boxter-nye.com Y _ TANK GUEST HOUSE. 1 BD X 110 G PD BR 110 GPD: PROPOSED SEPTIC / USE 1500 GALLON TANK MINIMUM. T EAST 7 2'HOURS l UTILITIES, A L ALL. EXISTING AND UTILITY COMPANIES TO LOCATE , 'DETERMINE , ` `BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL :.THE EXACT LOCATION, BOTH HORIZONTALLY AND :VERTICALLY OF ALL EXISTING LOCATION TING OF EXISTING UTILITIES BEFORE THE START. OF ANY WORK. THE . ,.Y. a v -44 OF x , 3 ATE WAY ONLY, MAY NOT UTILITIES ARE SHOWN IN AN APPROXIMATE UNDERGROUND UTILI E 'THOSE ;r .f 4 , 9 ! t•.__`` f 49 N HAVE NOT BEEN INDEPENDENTLY BE LIMITED TO SHOWN HEREON AND `AGREES U r a P«�Tr1tEt'U ..� -VERIFIED BY THE OWNER OR ITS REPRESENTATIVE . THE CONTRACTOR. TO � F, BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE _1 r .�Y F.,, �. G. EXACTLY. OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE. THE UTILITIES EXAC . -. .- IF ELEVATIONINFORMATIONDIFFERS FROM PLAN INFORMATION, ON, THE CONTRACTOR . .<,...t. ,. ,. SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY .�4e.. IC ` GAS OF ELECTRIC, SINGS VERIFY IN FIELD THE LOCATION INVERTS , CROS / e7. ,...a _ ,� >. ., DATA/COMMRELOCATE IF CONFLICTING WITH PROPOSED TELEPHONE &.DATA COMM AND INVERTS PER THE. ENGINEERS DIRECTION. THE CONTRACTOR SHALL P E SERVE ALL IN E TAM P STAMP UNDERGROUND UTILITIES AS REQUIRED.UIRED. �t o �,r tr t 4 FINAL RE SCHEMATIC.t .UTILITY .CONNECTIONS :SHO WN HEREON A� 7. THE PROPOSEDv c 'Y THE APPROPRIATE U TILITY COMPANY. Y. LAYOUT SHALL BE AS DETERMINED MAT rrw � m s t �4 cD Y , i ti 77-77: 17 r. ,� �._ 1 a WI .., r , i� 2 „. G, 2 CONSULTANT - HEALTH DEPT. I, CONSULTANT f f I PREPARED FOR: Lisa and James !/alone 205 Rice Road Wayland, Mao 01778 PROJECT TITLE 63 Smiths Point Road TYPICAL SYSTEM PROFILE NOTE: ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. West Yarmouth, MA 02673 GARBAGE GRINDERS NOT ALLOWED WITH THIS DESIGN. IKAISE::7�GVER-S-zTG1=F4PIS - - - - - - - ---- - - - AS; SHOWN WITH WATER TIGHT ) 3 r OUSE SLAB GUESTH RISERS' & COVERS FINISHED_ _ GRADE. OVER. TANK 15.81 17.11 ELEV=16.Of t° FINISHED GRADE ELEV-15.5 it \ \ \ RADE19.0 EXISTING G ii����jj, .. 3 T % .. R A 2 NEW 4 PVC SEWER 6 MIN. :EXISTING 4 P VC SEWER - ;. SCH 40 PVC SEWER AT APPROXI INV IN_14.25t( VIF ) 10 MIN. 14"16LF.4 ' _ OUT _ TIE INTO -EXISTING WER 2% TO SEPTIC TANK. REMOVE EXISTING PVC. 'N ; ASSUMED INV OUT_14.0t ( VSIFE) 2 „ SEPTIC TANK ANDTIE INTO EXISTING WASTE PVC PIPE. HYDRAULIC CEMENT F PIPEEXITINGSTRUCTURE &SEAL AROUND 'IPE ,r PVC TEE a P ASSUMEDINV IN=14.0t VIF 6 SUMP INV.UT ViF ASSUMED WATERTIGHT TYP.FOR ALL i - { I INVERTS TO BE VERIFIED INFILD. PENETRATIONS" GAS BAFFLE ; ..... _ ... .. DISTRIBUTION IB TION BOX TANK S EPTIC T 1 OO `GALLONLAND PROPOSED 1,500 INSTALL VERIFY .EXISTING DIST. BOX IS LEVEAND B JKL 912112021 I N COMMENTS PER CONSERVATION COMMISSION SHEETS C3.0 AND C4.0 ADDED , t _ :ORE UAL R ST1500 H 20 Q SHO EY OUTLET LEVELERS IF MORE THAN U SPEED LEV � SDM212120211 RESEARCH BY ATTORNEY TO BE; INSTALLED ON A LEVEL STABLE: BASE _ DATE DESCRIPTION SHEET TITLE .. Septick Profilel SHEET NO i3 & . • SEPTEMBER 21, 2021 DA T E. SEPTEMB 10 0 10 20 SCALE IN FEET ":.., SCALES -1 =10 .:: NECKED BY: MWE DRAWN 8Y..JKL C J 0 B ' N 0.2020 F ILE. .. 054 2020 054 SP dw t'. 7 0 1 T D - TOUT THE EXPRESS WRITTEN CONSENT AF THE COPYRIGHT HOLDER IS PR H 8i E PRODUCTION IN ANY FORM WITHOUT 0 BY ENGINEERING LLC dba BAXTER NYE ENGINEERING 65URVEVING. COPVRIGHTd202 ,B ALL RIGHTS RESERVED RE - L -ONS. TEN NO STRUCTIONYE_ GENERAL C BAXTER ABBREVIATIONS LEGEND „ .. I SUB-CONTRACTORS. * MEAN THE GENERAL CONTRACTOR OR His ) ALL: REFERENCES TO CONTRACTOR SHALL M PROPOSED WALKWAYS WILL HANDICAPPED ACCESSIBLE. ALL PROPOSED 25:ALL P 0 9E�BeL ` AND ALL CROSS SLOPES_<2 A SHALL BE LESS THAN 5% A SLOPES ON WALKWAYS , r r T � L • , , t i t T, _ N � EXIST P BLACKTEXT REPRESENTS PROPOSED. INFORMATION ' PRO ( ) EXIST NATION "PROPOSED" INFORMATION) -PRO BLACK TEXT REPRESENTS PROP a ) 1. ALL WORK &MATERIALS SHALL BE IN ACCORDANCE MASSDOT HIGHWAY DIVISION , THESE ARE SLOPES WITH NO TOLERANCE .:,'ALL WORK WILL BE IN i. _ L 50.ao - ABANDON .WITH -' CURRENTLY BRIDGES MASSDOT SSHB AS SPECIFICATIONS FOR HIGHWAYS B D ), STANDARD SPECIFIC OF THE U.S. ACCESS BOARD MOST REQUIREMENTS MENTS , ACCORDANCE,WITH,THE MO Q PROPERLY UNE _ DRAINAGE ADJ ADJUST AMENDED,' UNLESS OTHERWISE` NOTED. IF CONFLICTS IN ANY OF THE MASSACHUSETTS, 'AMERICANS WITH. DISABILITIES & COMMON WEALTH OF MASS =ACCESS BAXTER NYE Do APPROX APPROXIMATE NTSTHE'HIGHERSTANDARDSHALL APPLY. SPECIFICATIONS OR PROJECT DOCUMENTS, ARCHITECTURAL BOARD. oo--- OVERFLOW DRAIN'. " _._ � - - RD DRAIN BITUMINOUS BERM '" STANDARDS, CODES STA ALL WORK UNDER T HESE DOCUMENTS SHALL ALSO CONFORM TO ALL , AN GRADING SHALL E FEATURES D 26. FINAL LAYOUT. AND STAKING OF ALL PROPOSED EA ("��������� ENG Q RIGHT-OF-WAY/PROPERTY RTYUNE RIGHT. OF WAY/PROPE sRo - ', ROOF BC - N CURB BITUMINOUS APPLICABLE THIS .PROJECT:. ALL WORK .SHALL AS CURRENTLYAMENDED, WHICHAREAPPLICAB REVIEWED IN THE FIELD AND APPROVED BY THE. OWNERS REPRESENTATIVE PRIOR TO (�( -.. _ -. _.._..- EASEMENT_ s s - SEWER LINE BOTTOM OF CURB` T `SPECIFICATIONS ORDINANCES AND FURTHER CONFORM TO SPECIFIC REQUIREMENTS, , N THE CONTRACTOR NOTADJUS T' OR PREPARATION . ANY SITE PREPARA 0 '� -' - W BOC... H PROJEC T. INTERPRETATIONS OF LOCAL'S AUTHORITIES HAVING JURISDICTION OVER THE .MODIFY THE LAYOUT.: AND STAKING OF PROPOSED FEATURES WITHOUT FINAL SURVEYING BUILDING - - - WATER LINE Bose BOTTOM of SLOPE STANDARDS AND OF THE AUTHORITIES HAVING DETERMINATION OF APPLICABLE CODES AND STAN A `APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH STATE HIGHWAY BASELINEFIRE Fp_ ,FP - TION UNE PROTECTION BOW BOTTOM OF WALL CONTRACTOR, AS SHALL BE THE JURISDICTION, BE THE RESPONSIBILITY OF CONTRAC 0 , , TI OVER CONTEMPLATED CHANGE. MAY HAVE JURISDICTION to+ Oo io+oo e >� 6 _ G GAS LINE ,`. AND STANDARDS IN TO THEIR APPLICABILITY T 0 THE I OF SUCH: CODES A ANALYSIS A COM AND 27, ALL: ELECTRICAL BOTH PRIMARY AND SECONDARY), TELEPHONE,: DAT � ( ) o O BASELINE CC CONCRETE CURB ALL AND PERMITS. FOR SECURING AND APPURTENANT FEATURES BY THE 'FIRE DEPARTMENT-CONDUITS D ' Engineers Registered Professional E 9 9 CONSTRUCTION LAYOUT pHpt---, OHW- ELECTRIC, TELEPHONE CABLE & FIRE ALARM OVERHEAD ELE , CCB' CAPE COD BERM TOR APPLICABLE UTILITY COMPANY ARE TO BE INSTALLED BY THE ELECTRICAL LO Surveyors - �- r - - E CSE COBBLESTONE EDGING ALL ..WORK :.WITHIN THESE PLANS SHALL BE PERFORMED PROVIDED BY THE CONTRACTOR L AND RELATED CONTRACTOR. SNORING BACKFILLING' CONCRETE WORK,. MANHOLE 0 TR Ot1Ci nd'SUCVe 0 Y ZONING UNE OR DATA/COMMUNICATIONS UNDERGROUND ELECTRIC, DATA/COM NES : IS PLAN SET. WHETHER ACCORDANCE WITH THE CONSTRUCTION DETAILS IN THIS IN ACCO D STRUCTURESAND=STREET REPAIR SHALL REPERFORMED BYTHE GENERAL - STRUCTURES TRUCTC ro WN LINE' E C fi /DC ECB_ sioN CONTROL ERO ALLY REFERENCED. SPECIFICALLY NOT THE DETAIL NUMBS R IS SPE COMPLETE EXECUTION` CONTRACTOR/SITE CONTRACTOR. ALL COSTS FOR COM / - e 3rd Floor 78 North Street 'STATE LINE UC UGE UNDERGROUND ELECTRIC COMMUNICATION LINES / ELEV .ELEVATION ENT REQUIREMENTS, PT WHERE THE PROJECT. DOCUMENTS INCLUDE MORE STRING Q EXCEPT INCLUDED IN THE CONTRACTORSPRICING. 0 F THIS WORKS HALL BE C Hyannis, Massachusetts 02601 y , - T - T - I A710N LINES DATA & COMMUN C EOG ' E EDGE OF GRAVEL EFFECT AS IF RDS `HAVE THE:. SA ME FORCE AND E F Y STANDARDS CONSTRUCTION INDUSTRY APPLICABLE 0 APPROXIMATE. FINAL SANITARY SEWER MANHOLES ARE APPROX M 28. RIM ELEVATIONSOF DRAINAGE AND S Y rn �_ FA FIRE ALARM E OL' EDGE - I BOUND HERETO. SUCH BARE MADE A PART. OF THE PROJECT DOCUMENTS BY B ..ECFV NT WITH PLA NS. ADJUST ALL ELEVATIONS TO FLUSHANDCONSISTE _ _ P f1011e 5�8 %�� X502 GRAVEL ROAD �.. F3o- - &POLICE EOP - OF PAVEMENT EDGE REFERENCE. GAS GATES WATER GATES AND OTHER UTILITIES TO OTHER RIM ELEVATIONS OF MANHOLES, , ... FOX 771 7622 EOP EOP EDGE OF PAVEMENT FIRE CABLE SITE WORK. FINISHED .GRADE WITHIN THE LIMITS OF THE S :.508 acVERIFYING, R BITUMINOUS CUB _._ C ATV..... , C AN CABLE TV E>nsr EXISTINGww E RESPONSIBLE Q TTY ESTIMATES AND FOR QUANTITY .THE CONTRACTOR 2 SHALL B 29. `ALL AREAS DISTURBED DURING CONSTRUCTION SHALL REPLACED JN KIND.' SU REALES w.boxter n e Y OCC cce - scH , �' ce BASIN S UARE OR ROUND CATCH BASIN CATCH Q ( EO: EQUAL L Q TION R ALL CONSTRUCTION I OWN � SATISFACTION, THAT ALL.. QUANTITIES ARE ACCURATE FOR ' TO HIS BASED PRE BA E CONTRACTOR MAY A NOT LAWNS. ALL LAWN TED SHALL BE AS AREAS SHALL HAVE A LOM TREATED CAP COD BERM E OCB FDN FOUNDATION ESTIMATES WHICH THE MATERIALS, CUT FILL E MODIFIED LOAM BORROW PLACED SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS IED R c, �., POC PRECAST CONC. CURB DCB DOUBLE CATCH BASIN FF FINISHED FLOOR ELEVATION S PLANS: CONTAINED ON INFORMATION C WITH( N THESE STAND IS SURFACE IS STABILIZED. THE MODIFIED LO AM .BORROW SHALL a ,> O F N „ Y H .t V. S ,." �r vc c ..��---- --- vG c VERT. GRAN. CURB -�- DRAIN INLET GB GRADE BREAK PROPOSED THE A EXISTING IS FOUND .CONFLICT WITH THE. , 3:WHERE NRESPONSIBLEfu4ATTH_"� N SHALL BE PLACED FLUSH WITH THE ' TOP OF ADJACENT P F 6 AND HAVE A MINIMUM :DE DEPTH 0 e? .. , s* , z. OI A BEACCURATELY DETER MINED. WITHOUT LOCATION ELEVATION AND SIZE 0 F THEUTILITY' SH lL CONTRACTORS SHALL FOR RB EDGING BERM ' OR OTHER SURFACE. THE<, CU , ti. w: �., -SGC SLOPED GRAN. CURB � o DMH O DRAIN MANHOLE GC I CURB GRANITE DELAY BY THE AND INFORMATION FURNISHED ENGINEER FOR SLOPES IN EXCESS-0F 3.1 PERMANENTLY ESTABLISHED. SL AREAS UNTIL VEGETATION HAS BEEN PE �� ,-; � ,. E..�Y rk a . _ � m TD - TRENCH DRAIN GRANITE EDGING RESOLUTION >OF THE C ONFLICT. �� CURLEX 0 R STABILIZED D WITH EROSION CONTROL BLANKETS ECB OF S HALL BE (ECB) c ., , �- UNIT OF CURB TYPE EQUAL. � . a .,_33 __--_ SAWCUT ' ' t P UG STUB' PLUG/STUB L HC HANDICAP TATE UTILITY ALL ARRANGEMENTS WITH THE APPROPRIATE CONTRACTOR MAKE A 4. THE CO ' :. ,., < .0 fl, , HMA Y HOT MIX ASPHALT NIES I FOR OBTAINING CONSTRUCTION PERMITS AND PE RFORMING ALL NEW CONSTRU CTION I IZE OR OTHERWIS E ALL SODDED HALL WATER `MOW FERT L, 30. THE CONTRACTOR S� .. , e 3 MATGHLP£ __ � of so_ MATCHUNE r s . E FE FES ► FLARED END SEC TION HP HIGH P DINT LNG UTILITY POLES RELOCATION 'ALTERATION ANDADJ USTMENT OF GAS ELECTRIC INCLUD ), ( VEGETATED AND SEEDED OR OTHERWISE STABIL (ZED AREAS UNTIL GRASS STANDS OR OTHER VE 4 t, G a . HEADWALL _ `SANITARY SEWER, DRAIN AND ANY OTHER 'TELE PHONE '' CABLE FIRE ALARM ' WATER,, T THE SATISFACTION OF THE OWNER OR REPRESENTATIVE. ` iMETHODS AREESTABLISHEO 0 _.. __.. LA ; LANDSCAPE AREA , 'UI UTILITIES, BOTH PUBLIC AND PRIVATE, ASREQUIRED. sxt SOLID WHITE LINE ® ® R CONTROL STRUCTURE CSTAMP LS AP AREA LANDSCAPE INFRASTRUCTURE, UTILITIES, INFRAS LOCATION OF D SYSTEMS , 5. THE L DURING CONSTRUCTION TI N'DISTUR BED DUR N CONTRACTOR ALL MONUMENTA 0 31. THE 0 S T AMP � _n svL SOLID YELLOW LINE LP - LOW PO INT Y MAY NOT BE MAT WAY ONLY, CONDUITS. WELLS AND LINES SHOW N IN AN APPROXIMATE CONTRACTOR SHALL PROVIDE A SURVEY AT THE OWNER. 'THE CO e� Bret s - O- s sMH O SEWER MANHOLE ': N DENTLY VERIFIED BY THE NOT BEEN INDEPENDENTLY '' AND HAVE 0 SHOWN A LIMITED TO THOSE SH LOCATION. ORIGINAL LOCAT 0 IT :ORIG RESET TO S ENSURE THE I N'IS E BY A_PLS TO ENSU E - ' �t 10t,' _ LINE BROKEN WHITEDETERMINEF- _ MAX MAXIMUM R BALL THE NTRACTO HHIGHWAY. ENTATNE'` THEM COOWN OWNER THE ENGINEER, OR THEIR REPRESENTATIVE. MONUMENTS INCLUDE, NOT TO, T BOUNDS MASS BOUNDS ,r y 4 S Eii2 � - BYL BROKEN YELLOW UNE ' ., GREASE TRAP MIN MINIMUM CONDUITS, EXISTING CO LLY<ANDVERTICALLY OF EX ST , EXACT LOCATION, HORIZONTALLY GRANITE AND S STAKES CONCRETE BOUNDS GRA PROPERTY LINE MONUMENTS, IRON :ROD , - �.. 3 r�,, _MATT( hVJ, svrciil sWi;HL w O ® WALE R MANHOLE MCC.- MONOLITHIC CONCRETE CURB .BOTH SYSTEMS BEFORE THE START OF INFRASTRUCTURE AND S I INF WELLS AND ATHE R BURIED LINES , , DRILL .HOLES. STONE>WALL S WITH D L s m - �+ o Y �� SOLID WHITE CHANNEUZING UNE ' - ANY WORK: THE CONTRACTOR AGREES TO FULLY RESPONSIBLE FOR AND ALL � y � Y i sO�L SYCHL '- SOLID YELLOW CHANNEUZING UNE' Wsa � wso ® WATER SHUTOFF CUR B STOP / M HB P LP /E MASS HIGHWAY BO UND ESCUTCHEON PI N LEAD PLUG / LOCATE THE RE TO L CONTRACTOR'S FAILURE MIGHT BE THE CONTRACT DAMAGES WHICH MI PROVIDED BY THE PERFORMED AND PRO DE 32. ALL WORK WITHIN THESE PL ANS SHALL B E PER 0 :r DA n on - � ITER GATE MC NOT IN CONTRACT INFRASTRUCTURE UTILITIES,CONDUITS AND LINES EXACTLY. CONTRACTOR SHALL ACCORDANCE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET CONTRACTOR IN C DOUBLE YELLOW LINE PRESERVE UNDERGROUND INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE ' WHETHER OR NOT THE DETAIL: NUMBER IS SPECIFIC ALLY REFERENCED: t . - STOP U .r, -.. ,NE & BOX RISER PCC AST CONCRETE CURB. PRECAST N• THE START OF'CONSTRUCTIO h-.. � PRESSURE REDUCER PROP PROPOSED 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT LEAST 24 HOURS AHEAD FOR EXCAVATION EXC SAFETY 0 CONSULTANT I STEEL GUARD RAIL PWW PAVED WATER WAY INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN I - WOOD GUARD RAIL + SIAMESE CONNECTION REQUIREMENTS, AS APPLICABLE. ALL EXCAVATION MUST FOLLOW OSHA,: MASSACHUSETTS AND LOCAL REGULATIONS FOR SAFELY. �%° Yo � - FIRE HYDRANT REMOD REMODEL ALL TRENCH EXCAVATION' EXCEEDING' 3 FEET OF DEPTH WILL REQUIRE A TRE NCH PERMIT n ❑ � o o STOCKADE FENCE � REM REMOVE PRIVATE, INCLUDING 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRI , PRIOR TO ANY EXCAVATION. FROM THE LOCAL TOWN OR CITY PR 0 k M o WATER METER R&R REMOVE AND RESET THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN, (SEE CHAPTER 370, ACTS OF ..........:. PATH : RV • PIV POST INDICATOR VALVE ' 1963, MASSACHUSETTS) PRIOR TO COMMENCING ANY WORK. r!�%�1 TREE LINE R&S REMOVE AND STACK DRAWINGS STATEMENT x X u _ _x=x- x CHAIN LINK FENCE - - ® WELL MONITORING WELL RET RETAIN $, BAXTER NYE ENGINEERING &SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES UTILITIES OR INACCURATELY SHOWN. INCURRED AS RESULT OF UTILIT E THE CONTRACTOR WILL PREPARE AS -BUILT DRAWINGS STAMPED BY A MA LICENSED SGE SLOPED GRANITE EDGING ,OMITTED 0000000 STONE WALL �: IRRIGATION CONTROL VALVE USING NEW MATERIALS PROFESSIONAL ENGINEER PE CERTIFYING THAT: THE BEST OF THEIR KNOWLEDGE ( ) s. -� RETAINING WALL SGC SLOPED GRANITE CURB 9. THE TERM PROPOSED (PROP.) MEANS WORK TO BE CONSTRUCTED "REMOVE JUDGEMENT AND BELIEF, THE CONSTRUCTED WORK IS IN GENERAL CONFORMANCE WITH THE C O N S U L T ANT X X SPRINKLER HEAD TIEG TIE INTO EXISTING GRADE OR, WHERE' APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS AND RESET" PLANS." HAY BALES GG (R&R). . : 0 O GAS GATE TOC .TOP OF CURB 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION K9 ® GAS METER TOF TOP OF FOUNDATION NOTIFICATIONSAND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND /+ �+ 2_-___ -4 MINOR CONTOUR TOS TOP OF SLOPE POST ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS INSI-p EVTIONSITEST ING, ' - - -10-- 20- MAJOR CONTOUR 0 ®EMR ':. ELECTRIC MANHOLE TOW TOP OF WALL REQUIRED. - L CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH: THE ENGINEER ON ALL NECESSARY INSPECTIONS. TCS - -TOS TO P of SLOPE ® ® ELECTRIC BOX TYPICAL - 11: THE CONTRt'.wTOR SHALL`. BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED AST TWO 2 BUSINESS DAYS AHEAD OF REQUIRED THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LE O r „,; ..us- ,, -�oS-- ' BOTTOM of SLOPE - Eh1,, ® ELECTRIC METER ' TIP _ LION UNLESS OTHERWISE NOTED ''` WN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING IMPROVEMENTS. SHO INSPECTIONS. x Xx LIGHT POLE (DECORATIVE) ( INFORMATION OR :OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE 2 AT A MINIMUM THE FOLLOWING INSPECTIONS STING WILL BE REQUIRED. IF ISSUES. ARISE DURING NF VERIFY IN FIELD BY CONTRACTOR DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY' CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS ADDITIONAL INSPECTIONS BEYOND 0 PREPARED FOR: II t FLOOD LIGHT VGC VERTICAL GRANITE CURB UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION VMAT IS NOTED MAY BE NEEDED. LILLLG BUILDING LANDSCAPE LIGHT OF TH E AFFECTED WORK. A. INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT LIMIT OF WORK PRIOR TO COMMENCING Lisa and James ValOne �'fENT 1Q EN BUILDING DOOR SINGLE LUMINAIRE UT LCL ACT SHALL. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR 12. THE CONTRACTOR CONSTRUCTION. B. GRAVEL BORROW SUBBASE UNDER ALL PAVED AND CONCRETE SURFACES (UNLESS 205 Rice Road Lo � LOADING DOCK ACCMP ASPHALT COATED CORRUGATED METAL PIPE ALL BUILDING- DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS: SHOWN HEREIN ARE OTHERWISE WITNESSED BY A TESTING AGENCY.) �" OI=O 14OHD OVERHEAD DOOR a DOUBLE LUMINAIRE OAP CORRUGATED ALUMINUM PIPE FOR COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS C. BN SHALL BE PROVIDED FOR REVIEW ALL TESTING AGENCY LABORATORY MATERIAL AND ON-SITE REQUIREMENTS, Wayland, /� MA 01778 TRIPLE LUMINAIRE OUT BUILDINGS.' SITE CONTRACTOR TESTING RESULTS AS REQUIRED. UNDER THE PROJECT DOCUMENTS FOR COMPLETE 0 0- BOLLARD DIP CAST IRON PIPE FROM THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER NYE INCLUDING BUT NOT LIMITED TO: QUAD LUMINAIRE ENGINEERING r& SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND - ALL COMPACTION TESTING RESULTS FOR BACKFILL. ❑ 10 DUMPSTER PAD CIT CHANGE IN TYPE ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK - GRAVEL BORROW MATERIAL UNDER PAVING, SIDEWALK, SITE SLABS, PADS, ETC. AS TO --0- T SIGN jw _� WALL PACK WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE DEPTH OF MATERIAL PLACEMENT. AND COMPACTION TESTING RESULTS. CMP CORRUGATED METAL PIPE MADE IF NECESSARY. BITUMINOUS CONCRETE PLACEMENT AND COMPACTION TESTING RESULTS. s DOUBLE SIGN THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MATERIAL SAMPLES TO AND R PM a= SIGNAL ARM COND CONDUIT 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE COORDINATING WITH THE TESTING AGENCY AS REQUIRED. " PARKING METER � O MANHOLE cPP HIGH DENSITY POLYETHYLENE CORRUGATED 0 F OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE: THE CONTRACTOR SHALL NOTIFY D. SEPTIC -TITLE 5 INSPECTION PRIOR TO BACKFILL PROJECT TITLE 10 Q PARKING COUNT c c-o UTILITY POLE GUY WIRE / _ PLASTIC PIPE SMOOTH INTERIOR AND COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. _ INSTALLATION OF PIPE AND PIPE BEDDING AND TANKS PRIOR TO BACKFILLING. 63 Smiths Point Road I cto COMPACT PARKING STALLS 0---c>- �-•o- UTILITY POLE GUY POLE / CS CURB STOP FOR WATER UNE 14. THE .CONTRACTOR SHALL. CONTACT THE ENGINEER TO SCHEDULE APRE-CONSTRUCTION E. �FP� TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL_ qq t g[ t E9 HAND HOLE MEETING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. INCLUDE: I West Yarmouth MA 02673 B��I�36��!� IIIIIIIIIII CROSSWALK DIP DUCTILE IRON PIPE � 19 PULL BOXE 15. TH CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE 1. ALL SEWERS AND APPURTENANT WORK, IN ORDER TO BE ELIGIBLE FOR CROSSWALK DS DOWNSPOUT ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. ACCEPTANCE BY THE ENGINEER, SHALL BE SUBJECTED TO TESTS THAT WILL SILT FENCE/HAYBALE - DETERMINE_ HE DEGREE OF WATER TIGHTNESS AND HORIZONTAL AND VERTICAL - - DIVERSION BE RM .WALE CO CONTRACTOR S HALL BE SOLELY :RESPONSIBLE F OR JOB SITE SAFETYANDALL ' - NMEN . _ -=- -- -- R ALL. SEWER LINES BE TESTED ; IN A THOROUGHLY CLEAN AND/OR 2. = :THD 0 .. D PAVEMENT - CONC. PA LY AND HAY BALE CHECK DAM FdcC FRAME AND COVER ENGINEERING & SURVEYING, DOES NOT AND BAXTER-NYE , CONSTRUCTION MEANS AN .FLUSH ENGINEER, PRIOR TO ,.INITIATING EXTENT ACCEPTABLE TO THE E MANNER TO E TE DPROCEDURES. STANDARD DUTY FLEXIBLE PAVEMENT RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUC TION METHODS :USED. ALL :ASSUME ANY RESPONSIB L T ROCEDU E TES P PI T10N P DINT-0F INTERSECTION FdcG ':FRAME AND. GRATE REQUIREMENTS AND REGULATIONS SHALL BE FOLLOW ED CAL OSHA RE UI E E D LO Q R FEDERAL" STATE AND "- WATER. TIGHT TESTS PRIOR TO BACKFILL( NG OF TANKS PER ACCEPTABLE 3. - 0 PAVEMENT HEAVY DUTY FLEXIBLE A `TALL TIMES. BY ALL PERSONNEL ON THE JOB SITE A STANDARD. HANDICAP RAMP AIRED END SEC FES G GAS i � �, AP PARKING ' HANDICAP i}i STONE PROTECTION WlI r HYD HYD RANT FROM THE R ALL STUN PS RUBBISH AND DEBRIS F HALL REMOVE 17. 'THE CONTRACTORS NOT BE PERMITTED ON THE :PROJECT SITE. ' STORAGE -0F THESE ITEMS WILL N 10 TO REMOVING ANY'. SEDIMENT AND EROS TON F FINAL STABILIZATION AND PLANTINGS PRIOR 1 C. L'CONTROL' L PROJECT-SITE. DEVICES. C_ _ " PARKING VAN ACCESSIBLE HANDICAP 6 PD " `PERIMETER DRAIN ID INTERCEPTOR DRAIN INTERCEP 0 C NDITION A T THE LEAVE THE SITE IN `A S AFE CLEAN AN D LEVEL 0 THE CONTRACTOR SHALL , , COMPLETION -0F THE SITE. CLEARANCE: WORK. - VAN A - VAN CART CORRALSUB_ PAVED WATERWAY P ( INV ELEVATION INVERT ELEV s _ µ � _z­U" os V7 I G J` L G ®THE STONE PROTECTION WITH S 0 PD PERFORATED DRAIN 18: ALL UN SUITABLE. MATERIALS ENCOUNTERED < LIMIT OF WORK GRADES ATIVE TO SHALL BE REMOVED ' AS DIRECTED ENGINEER OR OWNERS REPRESENTATIVE, Detail no. -�. N G FLOW DIRECTION DRAINAGE P VC POLYVINYL CHLORIDE PIPE DE.TOPSO IL (TABLE MATERIALS INCLUDE ALE GROUND BY THE. CONTRACTOR.' UNSUITABLE NATURAL STB � t? � 11 L._ j�, on Da AI OR SECTION: REFERENCE' DETAIL R E TRASH AND OTHER MATERIAL, NOW ICE-CONSTRUCTION RUBBLE, , LOAM PEAT ALL ORGANIC MA ERAL, S , Sheet no. MAT IN SWALE RCP REINFORCED CONCRETE PIPE , DELETERIOUSDEBRIS. HEALTH DEPT' PT. ,. RD ROOF DRAIN GRADING -SHALL BE REMOVED AND RESET 1 9."'TREES AND SHRUBS WITHIN THE LIMITS, OF GR WETLANDS r TREES E' NGINEER OR OWNERS REPREAL SENTATIVE. ONLY UPON APPROVAL OF TH E S SE WER , WETLAND BUFFER 50 !E `SHRUB C 0 / SEWER CLEANOUT. 20. AREA S OUTSIDE THE LIMITS. OF PRO POSED WORK DISTURBED BY THE OWNER OR ITS CONTRACTORS OPERATIONS, PRIOR APPROVAL BY THE OW JKL 9 21 2021 / / PER CONSERVATION COMMISSION COMMENTS 100 WETLAND BUFFER r ACTOR TO THEIR ORIGINAL TINE SHALL BE RESTORED BY THE CONTRACTOR REPRESENTATIVE, AND SHEETS C3.0 AND C4.0 ADDED r ,' ` 200 WETLAND BUFFER )EXIST .PROP SD STORM. DRAIN , .. CONDITION AT THE CON TRACTORS EXPENSE. 1 0 SD M 0 1 7 2 2 2 ATTORNEY ARCHBYATT R RESEARCH --.�..- -.- LIMIT OF WETLANDS LP I LP ,- LOW PONT T TELEPHONE SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. I T SHALL BE THE 21. EXISTING SUBSU DATE DESCRIPTION -.- - HP HP HIGH POINT ' TSV&B TAPPING. SLEEVE, VALVE & W DETERMINATION AS TO THE RESPONSIBILITY OF THE CONTRACTOR K :THEIR OWN TO MA E SHEET TITLE 52 52&. WETLAND FLA BOX RISER t. `LOCATION OF SUBSURFACE ROCK. . _� ----- 100 YEAR FLOOD PLAIN G B TOC GB G RADE BREAK X UP b71UTY POLE i ER, AND UTILITY 22. THE CONTRACTOR .SHALL PROTECT ALL UNDE RGROUND DRAINAGE, SEWER, W Legend and MITIGATION AREA LINE - x27.21 zzs5 GOO x27.21 TOC TOP &BOTTOM ELEVATION z7.is eoc MF: VERIFY IN FlELD - FACILITIES FROM EXCESSIVE VEHICULARLOADS DURING CONSTRUCTION. ANY FACILITIES ' 212 21.25 DAMAGED BY CONSTRUCTION LOADS SHALL 'BEREPAIRED BY THE CONTRACTOR AT THEGeneral Notes Plan . -...- EDGE OF WATER SPOT ELEVATION W/LEADER VCP MRFlCLAY PIPE `CONTRACTORS EXPENSE. t`2L3 X 21.25 SPOT ELEVATION 23.` ALL EXISTING SIGNS WITHIN THE PROJECT LIMIT S SHALL BE RETAINED UNLESS NO TED ® _ BORING LOCATION W '. .WATER :OTHERWISE < ' _ _ _- SHEET NO � NE MANHOLE. TELEPHONE TELEPHONE MARKER TEST PIT LOCATION E ROADWAY PAVEMENT AND SAWCU T 24. JOINTS BETWEEN NEW BITUMINOUS CONCRETE R EXISTING-PAVEMENT SHALL BE WITH BITUMEN .AND BACKSAND ED.-:ALL JOINTS TS TS TRAFFICSIGNAL L B AWCUT TO EXISTING PAVEMENT SHAT. E S ST AIGHT: ALL-CRACKED OR TRUE AND R 0 r a o TIE IN TO EXISTING GRADE INADEQUATE PAVEMENT AND/OR OR SUBBASE MATERIAL SHALL BE REMOVED AND ❑s I ❑s SIGNAL BOX - REPLACED. DATE :'SEP TENSER 212021- -FACP FACP :-� R ALARM CONTROL PANEL FIRE CRAY TEXT < REPRESENTS EXISRNG1NFOR NATION FB Et FIRE ALARM BOX I T T ❑ TRANSFORMER PAD. BLACK TEXT REPRESS NTS PROPOSED INFORMATION SCALE: NO .SCALE R © TR � TELEPHONE. RISER CHECKED BY: MWE DRAWN BY: JKL : ': CH IF9 MAIL BO X N I2020 - JOB 4 FILE: . 0 .-2020 0554 LG.dw 0 . 'A ...RESS +a i PROHIBITED COPYRIGHT HOLDERS ROHB AN FORM WITHOUT THE EX WRITTEN CONSENT THE R COPYRIGHT e2020 BY SMART ENGINEERING LLC tlba BAXTER NYENVE ENGINEERING 8 SURVEYING, RIGHTS RESERVED. REPRODUCTION IN V - COPVR G