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HomeMy WebLinkAbout2021 Sign Off Tansmittal - Pool Railings replaced, Lobby renovations, Staff Bath renovationsLegend ,_,;r NOT ALL ITEMS SHOWN WILL APPEAR ON IME SURVEY CONCRETE BOUND BUILDING A/ZFNAIL FOUNO/SEi FW ND/HELO 1 �/® DRILL HOLE FOUND/SET = a / I \ AP AMESSOR'A PLAT ®/00 IRON RMORRE FOUND/SET bo E 1 \ N/F NOW \OR FORMERLY eUU BOUND FOUND/SET y Lf 1 OG DEED O SIGN a L .L `o JF MEASUREDg• DOLLARS (CA) CHORD ANGLE 5 o a / \ SUL EVALLATON \ • a " AT 25 LOT 247 \\ XL HANDICAPPED 0 CB CATCH BASIN rc o ® DCB DOUBLE CATCH BASIN "' A [ T PROPERTY LINE ® DMH 1 DRAINAGE MANHOLE T' JOXHNOENEHY II i B FES FLARED END SECTION L S p ASSESSORS LINE _ PP z3 LOT ZB] '�0 \ l H GUY POLE W / WIWAM MUST \ I TREELIKE m EMH ELECTRIC MANHOUSMANDHOLE { 5 / AND JILL 5. MILOT f IRON RODSIAL I GUARDRAIL 0U UTLITY/POWM POLE Site Y v I PENCE 9 LIGHTPOST a- RETAINING wgLL I ®SMX sEWnt/MEPTC MANHOLE L R' x ( \ ��• EFN I01 E ®I \3'pq STONE WALL EWER SVALVEJOHNOUT 0 Po a 2 MINOR CONTOUR LINE # HYDRANT c m 10— — MAJOR COrvroUR L1rvE R RAGAWATEFTVA VALVE C r1 WATER LINE WA¢R VALVE ® 3 \ - SEWER LINE 0 WELL _ APPRO%IMAIE. LOC TION. ® MGNIi0RIN0 WELL Locus Map NotTox+le e OF SEPTIC SYSTEM M1 \ \ © I a -uu— SEWER FORCE MAIN ® UNKNOWN MANHOLE P I AP 25 Lot 246 3 GAS LINE GAS VALVE. ® ® 42,286 SQUARE FEET N I --c— 'ELECTRIC LINE a D-1 WETLAND Fuc General Notes: MUC OVERH AD (0.98 ACRES 'o ® III VIII ] DRANAEGE UNEP TIME MARK 3 ME GRAPHICAL ROOTING L, P "WINDJAMMER CONDOMINIUM SHRUB1 ME S PLAT 2S LOT 246 w THE TOM OR YARMOUTH I3. / I ® 2 TIE OWNED PER PEED B001( 5661 PAGE 253 I$ OCEAN REAL ESTPTE, INC. THE PARCEL IS LOCATED IN ZONE AS 250 C FEET. ® F I PER FEDERAL G EMERGENCY MANAGEMENT AGENCY EL IS INSURANCE RALE MAP LEV-11 MET SATED JULY. IB. 2010. IRIS DESIGNATON MAY CHANGE BASED UPON RENEW BY A FLOOD ZONE �� II SPECIALIST OR BY THE RESULTS OF A COMPREHENSIVE FLOOD STUDY. ' I ® pSPNgLi 4. ME PARCEL Is ZONE➢ R-25 BASED ON ZONING MAP OF TIE TOMOF TARMOUm, ANY OVERLEY PARKING LCT I OISTRICS. SPECIAL PERMITS OR VARIANCES SPECIFlC i0 MIS SIM ARE NOi TAKEN INTO CONSIDERATION. PLEACOMPACT E ZONING DEPARTMENT MR ANY ADDITIONAL INFORMATION OR FORR Y TI A cERTRCATE. OF ZONING List of Possible Encieaclllllents: 5. MIXE WERE NO CEMETERIES GRAMS SIZES AND OR BURIAL GROUNDS OBSEHAD WHIN ME LIMITS BY TIE SURVEY. 6. HELP SURVEY PERFORMED BY GAMBLE ENGINEERING N NOVEMBER 19 THIS2020. s PLAN ® CONCRETE CURBS OVER PROPERTY LINE g ® \ \ • I S REFLECTS ON ME POUND CONDITIONS As Fm TE. RESHgD=64 —t. 1 I PARKING SPACES OVER PROPERTY LINE 2. THIS SURVEY WAS PREPARED Wi THOUT TSE BENEFIT OF ATT£ REPORT DIPREM ENGINEERING 1 IS AOT RESPONSIBLE FOR ANY UNKNOWN OR UNRECORDED EASEMENTS. DEEDS OR CLAIMS THAT F TTE REPORT WOULD "CLOSE. ® APPROXIMATE�� aAKMENT PAN PROPERTY UNE Plan References: LOC ON 9 �u ® OF SEPTIC SYSTEM X2 \ N i; WTWDFENCE ® WOOD .9 j ® STOCKADE £EMLE OVER PROPERTY UNE PARK WOOD. LAND IN YARMOUTH, MA55 SCALE P" ,LAY, DATED AUGUST, 1928 PLAN BY WHITMAN BY--_ STAIRS .CONCRETE \ y m & HOWARD. GAL ENGINEERS. RECORDED IN PLAN. BOOK 5'l, PAGE 15. m PAD \�Au PL LT .4 _ 2 AN OF LAND IN BASS RIVER, YARMOUTH. MA55. FOR PHILIP AWANAS ET. AL SCALE I'=40', TIRESXOW 8W WOOB C € DATED OCTOBER 11. 1951, PLAN BY CHASE. KELLY & UNI ENGINEERS SURVEYORS p <.. DECK ,, J j £ FECMDED IN PUN BGOK 103. PPC£ 03 3. TNM OF YARMOUTH. LYNI ROAD. AS LAID GUT BY ME BOARD OF SUMMON, SCALE 1'=40. e DA BAMIB MARCH ], 1928. PLAN BY JOIN L NEWTON, REG LAND SURVEYOR. RECORDED IN PLAN CONCRETE BOOK 3z3. PACE 18 ti 4,AN . PATO WRONG B 9 O j PLOF UN6 IN SOUTH YARMOUTH, MASSACHUSETTS FOR ME TOWN OF YARMOUTH SCALE a 1'=40', OATEN JU E 11. 1982. PUN BY JOHN L NEWTON REGISTERED LAND SIIRKYOR. T9,c Trj I RECORDED IN PLAN BOOK 401, PACE 98. S I. 5 'WINDJAMMER COMOOMINIUM', MASTER PUN, LOCATED IN YARMOUM MASS.. PREPARED OF OCEAN REAL ESTATE INC, SCALE 1'=20' DATED SEPTEMBER 16MRS. PLAN BY DOWN CAPE ENJUNEERNG RECORDED IN PUN BOOK 431 PAGE 47. AT zs LOi 264 Pt ' , P° 0 P ONM \ / Datum Note TOWN GF YgRMWm I \Cf SEPTIC SYSTEM I L ELEVATONS SHOWN HEREON, IN U 5 STRAY FEET, ARE REFERENCED M ME NORTH AMERICAN m < THRESHOLD=90, / S4NMMING \+ NJ TNT DATUM A I98B (NAVY BB) AS DETERMINED BY DIPREIE ENGINEERING USING REAL / W POOL \� " ` TME KINEMATIC s.PS. OBSERVPTON$ RESHan 90 r v i s tiliN Notes. ''BASEMENT SUR; e �p THRESHOLD=82' .\� L ALL E%ISTNG UTUTCS DEPICTED ARE SHOWN ACCORDANCE WITH DBUTY DUALITY LEVEL C AS I .EL£VATOi 10 \ / '6W BURNED IN Cl AME STANDARD 38-02(SI NOARD GVIpE{INES NR ME COSEECTON AND TRESHOLD=90 S 6 ACROSS \ 1 'I G LYRIC PCN CE EXISTING SURSURGAtt IITLITY OFTF). LAIESi BENSON. I PATO A " FwAT LLOOR / \ L ELEVATION=8.8 / AO fgNPEIE BOUND 2 ALL EXEMS. UNDERGROUND UTLITES SHOWN WERE WOMBED BY OTHERS AND ARE APPROXIMATE ONLY. LOCATIONS MUST BE DETERMINED IN ME FlELD MOTORS E%CAVATON, BIASTNG. VBLITY I STAIRS J �.LO`"'G © ,., MJND/HELD ON LINE INNSTALLATON. BACKFILLING. GRADING. PAVEMENT RESTORATION. AND ALL OTHER SITE WORK. ALL WOCO q V' / TUtt COMPANIES. PUBLIC AND PRIVATE. MUST BE LONTALTFD INLWOING MDSE IN CONTROL M !j ST IRS ®. \ / N UTLITES NOT SHOWN CN THESE DOMMENTS CONTACT DIG SAFE A MINIMUM CE 22 WORKING MRAMOLD-8.4 + / HOURS WON TD ANY CONSTRUCTION AT OIL 010 SAFE Is RESPONSIBLE FOR CONTACTING u ,: ! APPROXIMATE 0 L-54.94' / MEMBER ODIUM COMPANIES. DIG SAFE MEMBER DMITY COMPANIES ARE RESPONSIBLE TO MARK z I B pN LOCATION 0 R 55.08 ONLY ME FALIMTES THAT THEY ON OR MAINTAIN. NON OIG SAFE MEMBER COMPANIES ARE NOT OG SEPTIC SYSTEM / / NOIIFlED BY DIG SAFE. IT IS ME CONTRACTOR'S RESPONSIBWTY TO INVESTIGATE AND NOTIFY IF y THRE HOLO 9 0 w CONCRETE 94 0 152T)915 ,ryNM1j / ANY PRIVATELY OWNED OR NON DIG SAFE MEMBER UTLITES ARE IN THE AREA. ,5 1 EL£6Tm PAD ® p CH-52.69' SERVICE CH BEARING-52313'077 3..PER ME CSCE OF FEDERAL REWUTONS -. TIRE 29, PART 1926 IT IS ME SIR CON.MiOR'S $.. TRESMOLD 99 YO RESPONSIBILITY TO BRITAIN ACCURATE UNDERGROUND UTLITY UNE LOLA70N5 FROM ME UTILITYCONPPNIES, UTILITY OWNERS AND, OR VIA UNDERGROUND UTILITY LOCATON EONPROOF AS MULTI STORY NEEOEO TO ESTASUSH ACCURATE LOCALW!5 PRIOR TO ANY E%GVATOM C MEUSE OF << 5 BUILDING T%M / PHRESSIONAL UPI LOCATNO COMPANIES PRIM TO ANY EXCAVATOR Is RECOMMENDED p 'S2 SOUTH CNM 0 1VE iS.0 b ASPHALT d 4. DABELE ENGNEMING ISNOT A PROFESSIONAL UTUTY LOCATION COMPANY. AND IS NOT LL THRESHOLD-BBPARKING LOT ,// RESPONSIBLE FOR UNDERGROUND WHITES,DOUBTED 'OR NOT, EIMER IN SEWCE OR ® MAS Q ® ABANDONED. PINY SIZES, LOCATIONS,EXISTENCE, OR UC OF EXISTENCE OF UTUTES SHOWN 1 9 Q Q, W / ON MESE PLANS SHOOM BE CONSIDERED APPROXIMATE UNTIL VERIFIED BY A PROFESSIONAL UPUTY NLURRE00CATON COMPANY. DIPRETE ENGINEERING ASSUMES NO RESPONSIBILITY FOR DAMAGES APPRO%IMAR LOCATION 5.ATL UTLTES VON ARE FROM SURFACE OBSERVATION ONLY ISM GENERAL. NOBS FOR DAR OF SEPTL SYSTEM /\ , FIELDSURVEY)INFO Y) A' MS 5.. FOR ETON OBTAINED FROM ME TOM OF YARMOUTH EA, .L \ EPC F AVALON PROVIDED SROM ME TOWN OF YARMOUTH MERE ARE 5 SEPTIC HANOHOLE R IL ROAD TE SYSTEMS LOCATED BENEATH ME PAVEMENT INME LOCATONS OF TE SEPTIC MANHOLES \ A // I \RETAINING WALL Q •,NPS A, CRUSHED ~w / sroN® MO Mte'v¢ �5 ��1;! Ji C Jul. 0 2021 L BENCHMARK Uo) E Up ID-ETN HEALTH f FLEV-7,73 EPT c = E IN CO POST a� i It'/ , a O C FOUND CONCRETE o < m u' V I CERTIFY THAT THIS ACTUAL SURVEY WAS MADE ON ME GROUND IN ACCORDANCE AM THE RULES (D AN J q j AND PEWLATOJS AS STALES IN CMP 250 SECTION 8 00. O z TE U EN m t6 �: LIB / V ROBERT G. BAMOCR, PIs X49233 DAR X /. o / c4INB W .. o Scale: A'®. suvvLA° �1 o la' xa' 40' SNEET 1 011 04 HigF Bp'eet Ip98F.05 01930 9770.595 .6764 r�:remxPary Ip 84i Iv140193b 9]6.595.6 64 M. N... 19ule: l/ - a ® ReG Ba rn Prcbitecm:e If Clw 11..11L A-1.2 G'ISTING RISER DTIOND FLIT LANDING Q HEIGHT OF EXISTING RISER TO REMAIN NEW RAMP ® 1 12 SLOPE IW MANORALS IXISTING CHAIR TO REMAIN DEMO DOORS A WALES AS SHOWN FITANXIMAM FISTING WALL TO REMAIN DIETING WALL TO BE OEMOD PROPOSED NEW WALL 42" ARF. WALL WITH TRANSACTION COUNTERTOP 30"AF.R WORKSTATION COUNTERTOP R DIAMETER HANDICAP TURN AREA GENERAL CONSTRUCTION NOTES I. FROURCT SHALL INCLUDE WE INTERIOR RENOVATON OF AN FARTING MOTEL LOODY 0 AND THE ADDITION OF A RAMP TO ALLOW FOR AOA AGCESSIBILIN TO THE EXISTING POOL DECK LOCATED ON 192 SOUTH MORE MORE. )AMFMCUR1. MA. 2. WHEN SPECIFIC FFANRE5 OF CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR GALLED FOR IN THE GENERAL NOTES, THEIR CONSTRUCTION SHALL BE OF WE SAME CHARACTER AS SIMILAR CONDITIONS. 3. PROVIDE ALL NEW FLOORING AS NOTED, 4. WALL FINISHES TO BE 1/2" DRMALL W/ LEVEL 4 MNISH 5. DIMENSIONS GIVEN TO FACE OF G. W B. FINISH UNLESS NOTED OTHERWISE G. ALL DIMENSIONS ARE TO BE TAKEN FROM NUMEPJC DESIGNATIONS ONLY. DIMENSIONS ARE NOT TO BE SCALED OFF THE DRAWINGS. 7, MAINTAIN LANDLORD SUPPLIED FIRE SEPARATION Q WOOD FRAMED CLUNG ABOVE F WAILS 5HOWN AS SEPARATION WA -U5 5. ALL INTERIOR DIMENSIONS ARE PACE TO FAC4 OF FIN15H UNLESS OTHERWISE NOTED. 9. ALL GYPSUM AND PLASTER FINISHES SHOULD BE SMOOTII, CONTINUOUS. FREE OF IMPFRFECTIONS, AND HAVE NO VISIBI£ JOINTS, IQ CONTRACTOR SMALL COORDINATE UGHTING AND SPRINKLER REQUIREMENTS WITH ARCHITECT PRIOR TO INSTAUATION. NI. ALL DOORS SMALL BE TRAINED V FROM ADJACENT PARTITION NIOTHERWISE MI 12. PROVIDE PRO STOPPING AT ALL EMERIOR AND DEMISING WALLS FOR ONE HOUR RATED PARTITIONS AND AS SECURED BY CODE 13. PROVIDE TILE FINISH TO 42" APF AT ALL WET WALL APPUCATIONS IN TOILET ROOMS 14. PROVIDE ALL HANDRAILS AT TOILET ROOMS AS SHOWN. VANITIES IN TOILET ROOMS TO BE ADNAAB COMPUANT WIM PROPER KNEE SPACE CLEARANCE BELON 15. PROVIDE J L LAYER OF V2' GWB TO UNDERSIDE OF U115TING WOOD FRAME COUNG SCOPE OF WORK THE SCOPE OF WORK SHALL INCLUDE THE RENOVATION OF AN EXISTING MOTEL LOBBY AND THE ADDITION OF ADOR TO ALLOW FOR AOA ACCE551BILIL' TO THE EXISTING POOL OPCK, EGRESS COMPLIANCE UNDER 2015 INTERNATIONAL BUILDING CODE (COMMERCIAL) LIFE SAFELY SYSTEMS'. A COMPLETE LIFE SAFEN 5A TEM IS TO BE SUPFUED ANO INSTALLED BY THE CONTRACTOR, THE SYSTEM SMALL BE APPRWEU BY THE LOCAL FIRE DEPARTMENT AND ONIUMING DEPARTMENT. PVWS WITHIN MAY NOT INDICATE ALL ELEMENTS REQUIRED BY THE LOCAL AMJ. ELECTRICAL SYSTEMS'. THE EI£CTWCAL SYSTEM SHALL Be DE5IGN-BUILD AND THE SYSTEM SMALL BE APPROVED BY TME A J. PRIOR TO THE COMMENCEMENT OF WORK. THUS DE51GN BUILD SYSTEM SHALL BE SUPPLIED AND INSTALLED BY WE ELECTRICAL SUB -CONTRACTOR. EIEGTGCAL MECHANICAL SYSTEMS: MEHVAC SSTEM SMALL BE DESIGNBUILTAND THE SYSTEM SHALL BE APPROVED BY THE A J. PRIOR TO WE COMMENCEMENT OF WORK. THIS DESIGN BUIIO SYSTEM SHALL BE SUPPUPD AND INSTALLED BY THE HVAC BUB -CONTRACTOR. MVAC DRAWINGS PROVIDED FOR SCHEMATIMMONG PURPOSES ONLY. JA I � 2021 HEALTH DEPT R4 High SLM,t Ipswich. MA 01955 ALUS I95.C7C4 PIP, i ® 11 Bem A-h,lAlu- REQFPON AREA PIAN m