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HomeMy WebLinkAbout2017 Mar 16 - Sign Off Transmittal, Plans - Wood Frame Bath - v'� Y'�k TOWN OF YARMOUTH . .�.�� �+ - `-`'c HEALTH DEPARTMENT ' o:.�;, �:� _ �-i� � i �'ti� .... .i•2' , �"`'--=.�=``�� PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET � To be completed by Applicant: Building Site Location: + �J �7 '11� l {�-}-, �, y�tY�(� �j.�,�-� -�-��,__C,�.►f� Proposed Improvement: �.,J U G C.�_. �1 y�. �2.�•�"1 APPlicant:�.1.C,'1��({.� �(L_�} - ' ' �l.-#�1 S.�C.>CJ2�V.�i .r.► \(; Tel. No.: ��� '.3��Ct�7� C � Address: .-�� ? l:�I�1 t� J� �}- ; ;t 4--� R ���1 (1}U�..��"'�U C� �- Date Filed: � ! � � � 7 ��.��-�Y��� ,�i' .�`�E �k-�rv,,rr�,=1 Ck�c�51 . **If you would like e-mail notifacation of sign off,please provide e-mail address: C`,,l,�h i�u.5 I C/�..,��'.]�)t�s�(� ou 1��� � �Y� ! Owner Name: [}l �.,..�U1��.��- y`� t110v.�`Z �1SSC C_. . L-� C�.. �T�1.5l� �'�`�`�(�i Y�+�'�1��- Y1�i C►�2�l..l F�,ll.��,'u� F Owner Address: l�C.� UX, ��'� a.� �'11�k��� U,�-C�(J 1 Owner Tel. No.: �j� �`7�i i , ? (,L l� ................................................................................................................................................................................................................................................................................................................................................................. RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note:Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. .............................................................. .................... .... ..................................................................:..................................................................................................................... .... .................................................... REVIEWED BY: DATE: � — /_ .s ' ` ` � � PLEASE NOTE � COMMENTS/C ONDITI ONS: ;s� o . CommonweaEth of Massachusetts Executive�ffice of Energy &Environmental Affairs Departrr�ent af Environmen�al Pro��ection Southeast Regionaf (7ffice•20 Riverside D�ive, Lakevil(e MA p2347•5p8-946-27flo Chacles D.8aker Matthew A.Beaton Governor ����O��D ry Secreta Karyn E.Pofito Martin Suuberg l.ieutenantGavernor MAR � 6 20�� Commissionar HEALTH DEPT. � January 9,2017 ; Mt•. Michael Edwards RE: YARMOUTH:BRP WP 68,Tiie Cove at I The Cove at Yarmouth Assoczates LP Yarmouth { 183 Route,28 Permit No.: l d2-4 ; West Yarmouth,MA Q2673 � � Dear Mr. Edwards: � i MassDEP is in receipt of your application on Deeember 2, 2016 requesting the addition ; of a new swimming pool, a seasonal restaurant and bathroom faciIities for improvema�nts at The � Cove at Yai7nout,h, Yatmouth, Massachusetts. The facility possesses a Groundwater Disaharge � Permit allowzng it fo discharge up to 39,900 gallo�s per day (gpd). After review of your € application, MassDEP agrees with your assessment that the proposed iznprovements will not E exceed the design capacity of the sewage t�eatment and disposal system serving the fac:ility, i �. Accardingly, MassDEP approves the request for the additional swirnrning pool, seasonal '' restaurant and bathrooxn faciliry subject to the foilowing: �' � � ,fi . There is to be no increase in t.he c�uTent approved �ermit flow of 39,900 gallo.ns per day � fi�om the facility. � 2', Should the faciliiy exceed its pe�znitted flow, the facilities allowed under thi:� a roval � will have to be abandoned pp � 3. The facility served by the system and the system itself shall be open to inspection by the MassDEP and the Yarmouth Board of Health. � � � � . . � � . # This information is available in alfernate format Call Michelle Waters-Ekanem,alveraity Dlrector,at 817-282.5T6f.TTY#MassRelay Service i-800-438-2370 � MassDEP Website:www.rnass.gov/dep � Prinled on Recyc#ed Paper � � . � � � a � , _ . If you have any questions or rec�uire additional infoimation,please contact me at(508}9�46-2814. Very truly yours, ..�„� `�� � - Brian A.Dudley Bureau ot�Water Resources DJAT/ cc: Taija L. McCxrail,P.E. - Coastal Engineezxng Company,Inc. 260 Cranberry Highway, Orleans,Massachusetts 02653 � � . � j i i . i i - i ! r ,r s "r T g —aw 11 ;��'' , IY al- XJ�(h A T . :, v , .._ 3, Cr -®ss Capc Ar-chitcctur-c, P_C. Woods Hole, MczSScirchI'LSc7rrs -VV -VV -N v_ c Y Cl S S c cL p 40 Q Y c h. i t e c t u Y e'_ c o m 8 0 8- S:2 4- 7 0 5 0 Coastal Enginccring Company, Inc_ Orlec��-cs, Mctsscl- cTzuS 0-rrs S 0 8-2SS-6511 aw k ]Dcsign Inc. Sctz-Lcbvich, Alctsscrch.usetrs SOS -833--8800 incl-t.®usc, _C_ MaYS rC)TTS Mi Z ls, M c1 s s ct c %z u s e �s S O 8-221-2980 Johnson EnQlnccr-ing � "Cs-tgrn, Inc I�cxnvers, M Ct S _S ct .0 h I'L sots 978-646--9001 The Cove at Yarmouth Permit Set 18 ]GIYILIGlry 201 POOL EXPENSION PROJECT INCLUDING A RESTAURANT BUILDING, POOLS (new and existing), SITE SEATING, SHED and PERGOLA COMPLETE LIST" OF DRAWINGS C 1.2.1 - Plan Showing Existing Site Conditions C2.1.1 - Layout & Materials Plan 02.2.1 - Grading, Drainage & Utility Plan C2.4.1 - Site & Utility Details L 1 - Materials Plan L 2 - Planting Plan L 3 - Landscape Lighting Plan D1 - Planting Details D2 - Planting Notes D3 - Construction Details D4 - Construction Details D5 - Construction Notes AS 1.1 - Site Seating Plan A1.1 - Floor Plan and Plan Details A1.2 - Roof Plan and Roof Details A1.3 - Ceiling Plans A1.4 - Enlarged Kitchen / Bar Plans and Interior Elevations A1.5 - Enlarged Restroom Plans and Interior Elevations A1.6 - New Sheds: Plan, Elevations and Sections A2.1 - Elevations A3. -i - Building Sections A3.2 - Building Sections A3.3 - Wall Swctions A3.4 - Details A5.5 - Schedules S-1 oo - Structural Notes S-200 - Foundation Plan S-201 - 1 st Floor Slab Plan S-202 - Storage Mezzanine Level & Lower Connector Roof Framing Plans S-203 - Roof Framing Plan S-204 - Pergola Framing & Foundation Plans & Details S-3oo - Sections & Details Pi - Plumbing Legend Schedule & Plans P 2 - Plumbing Specifications E 1 - Electrical Legend, Details, Diagrams & Panel Schedules E 2 - Electrical Specifications E 3 - Power & Lighting Site Plan & Details E 4 - Power Plans E 5 - Lighting Plains C-1.2.1 - Plan Showing Existing Site Conditions C2.1.1 - Preliminary Site Plan 02.2.1 - Grading, Drainage & Utility Plan C2.4.1 Site & Utility Details L 1 - Materials Plan L 2 - Planting Plan L 3 - Site Lighting Plan D1 - Planting Details D2 - Planting Notes D3 - Construction Details D4 - Construction Details D5 - Construction Notes AS 1.1 - Site Seating Plan E 1 - Electrical Legend, Details, Diagrams & Panel Schedules E2 - Electrical Specifications E 3 - Power & Lighting Site Plan & Details G3C�C�C OMGD DRAWINGS FOR RESTAURANT / RESTROOM BUILDING MAR 16 2017 USE and OCCUPANCY CLASSIFICATION "B" business (wider 50 persons) HEALTH DEPT A1.1 - Floor Plan and Plan Details A 1.2 - Roof Plan and Roof Details A1.3 Ceiling Plans A1.4 - Enlarged Xitchen / Bar Plans and Interior Elevations A1.5 - Enlarged Restroom Plans and Interior Elevations A2.`'( - Elevations A3.1 - Building Sections A3.2 - Building Sections A3.3 - Wall Swctions A3.4 - Details A5.5 - Schedules S-1 oo - Structural Notes S-200 - Foundation Plan S-201 1 st Floor Slab Plan S-202 - Storage Mezzanine Level & Lower Connector Roof Framing Plans S-203 - Roof Framing Plan S-3oo - Sections & Details P 1 Plumbing Legend Schedule & Plans P 2 - Plumbing Specifications E 1 - Electrical Legend, Details, Diagrams & Panel Schedules E 2 - Electrical Specifications E 4 - Power Plans E 5 - Lighting Plans DRAWINGS FOR POOL SHED MAK 16 2017 USE and OCCUPANCY CLASSIFICATION "ACCESSORY" HEALTH DEPT. A1.6 - New Sheds: Plan, Elevations and Sections S-1 oo - Structural Notes S-204 - Pergola Framing & Foundation Plans & Details S-3oo - Sections & Details P 1 - Plumbing Legend Schedule & Plans P 2 - Plumbing Specifications E 1 - Electrical Legend, Details, Diagrams & Panel Schedules E 2 - Electrical Specifications E 3 - Power & Lighting Site Plan & Details E 4 - Power Plans E 5 - Lighting Plans DRAWINGS FOR PERGOLA USE and OCCUPANCY CLASSIFICATION 'ACCESSORY" A1.6 - New Sheds: Plan, Elevations and Sections S-1 oo - Structural Notes S-204 - Pergola Framing & Foundation Pians & Details E 1 - Electrical Legend, Details, Diagrams& Panel Schedules E 2 - Electrical Specifications E 4 - Power Plans 60 SEATS SEATING NUMBERS: TOTAL: 180 PERSONS ON SITE DEDICATED POOLSIDE SEATING: 120 SEATS DEDICATED RESTAURANT SEATING: 60 SEATS COMMON SEATING: 30 SEATS 17 SEATS AT BAR UMBRELLA TABLES AT GAME LAWN 52 UMBRELLA SEATS 16 SEATS AT PORCH DINING COUCHES AT GARDEN LOUNGE AREA 68 LOUNGE CHAIRS 13 SEATS AT LARGE FIRE PIT ✓ 912SEATS AT UMBRELLA TABLES 6 SEATS ALONG PATH V u �� U u4� u o U P � u •_1'11 W U VLj � 0 o� U V ISSUE DATES: Permit Set 18 January 2017 U O O � N •O N ® V O ;{ u • r��i M 00 Site Seating Plan 1' =10' -0" DWG #: 30 15 0 PLAN 30 1 inch = 30 fL co X18 0 / 3.4 QC / / I O X17.5 \ Vl// X17.8 e X17.2 <c .. , X17.8 &.17. ,.. X17.5 / I _ -17.1 co `= 3 ' i C) 5...._: m / X16.3 / X16.3 m / Q -70 6.7 15.7 r 1 CB �� METAL Glp'°A = BATCH 's; BCB / CB s 2 \ iyp'Pp�i -r BCB I DOR s i c \ \ op�� 7 Bcs 5 _ �---15.9 f X15.8 X15.2 W X14.8 CONCRETE, LA ` s X15.8 BCB ® w HEDGE �� -..__.., .,- 4.5 ' w w w --vr- X301 S.2 15.6 -., X15 f rel s 4- CHAIN LINK CONCRETE f X15.9 FENCE PAD /1rd \.' w> J LIGHT POLE W WOOD DECK 5.8= BASE (TYPICAL) W/PERGOLA L s CB i I X15 5 \ / %,oma J POOL -- ......_........5 EQUIPMENT :.:. ::.... -.r s 14 SHED E� o ,. I CQNC 0 1 .__ fir• 8 I ° 45.3 15.2' - 1 \ I X14.6 TENNIS COURT j (ASPHALT) ,; SHUFFLEBOARD X15. 1 COURT - -r --- -- - - - -- - - k ` 15.3 _.ry - - ...-.._._...._._.. (ASPHALT) I J _. ..._ APPROX. IN GROUND I // LOCATION OF �1 .5 ° V POOL 1 71 / WATER PER _-• f _ -- _ -..._- ...-- I RECORD PLAN ... loo' ! .. _ R - T O . _ --_ ... _ .•_. r _._. ._ o :--1�--_._-_- - ----- 11f�AE UFS 9 � _- _- RE INING �1 T To 3 f .5WAL\ ..... r. �.. $ / S GRAVEL AREA/ CONCRETE ,:.1 .8 BIKE RACK " /' 1 / - EXPANSION JOINT `• 's � �• I s `, s`, I II X15.6 - (TYPICAL) X15. 15,E �; r i 15 _.. X15.1 -�='`3.2 1 APPROXIMATE �, _1 SHRUBS J5 _ BUILDING FOOTPRINTINT ` X14.5 EDGE;.OF AyEMENT W/ TIMBER RETAINING WALL '+ ' r � i3 _._ 4.4 ? Cc) D 1: 3 -`--- X13.7 I - / 1 X13.6 i , { I I s ;14.1 I J I 1 .6 w f f 4.6 w w f � I � I w o X14.5Iw 0 4 3 J i `0 ; t 14.1 I t 'Pri „ r ; J - _. I O `2 APPROXIMATE i r BUILDING FOOTPRINT L Me X14.5 X13.6 -12.5- - \\ _.. ;_....%38/1 ON, fEC a2-,-12,6 -15.3 *14.6/ X 10.8 /TOP X12 6 \ / / / LAND SUBJECT TO X10.7 _ OF Cogs COASTAL FLOWAGE \ A� B N I J \ \ \ \ / , / �,� -y--,+ -- o--� -_v= �,_� 10.4 / I 13.3 / / j16 2 f _. o� / / / / �� of WE�Nb,�, `' ` ` ` X4.6~ G / I X12 -13.8 LL• ~- 13- PE ��. 12 \ //4.4 90 \\\\\\ ~- ` X11.5 .1Y f i - � / f ' � � � • X8.4 CONDITIONS SHOWN HEREON ARE LOCATED AS THEY EXISTED ON THE GROUND AS OF 05-06-16. YARMOUTH, MA KEY MAP NO SCALE PLAN REFERENCES: ASSESSORS MAP 37, PARCEL 72.1 FLOOD ZONE AE (EL 11), FLOOD ZONE AE (EL 12) & FLOOD ZONE AE (EL 13) AS SHOWN ON FEMA FIRM PANE #25001CO569J EFFECTIVE JULY 16, 2014 DA TUM NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VER11CAL DATUM 1988 (NAVD 1988) LEGEND ® CATCH BASIN DO DRAIN MANHOLE Os SEWER MANHOLE �M MANHOLE OW MONITORING WELL C,v X GAS VALVE/METER D4 WATER VALVE HYDRANT goo IRRIGATION -� ELECTRIC METER LIGHTPOST -a- MISC. SIGN © POST W-3 � WETLAND FLAG EDGE OF WETLAND CHAIN LINK FENCE RAIL FENCE _.- -.-•- LAT110E FENCE WOOD FENCE G -- GAS LINE w WATER LINE F -u ELECTRIC LINE D- DRAIN LINE S --- SEWER LINE _ CONTOUR ` > SPOT GRADE vcc VERITCAL CONCRETE CURB BCB BITUMINOUS CONCRETE BERM O W5W ai H A z° SEAL pia T, iii/A v � !0. NA. SCALE AS NOTED DRAWING FILE Cl 8543-C3D.dwg DATE 09-08-16 DRAWN BY MAP CHECKED BY 0 N t:171 o.oo2e w , 0 PROJECT NO. 0 C 18543.00 I �` Z\ . - � ,, PLAN REFERENCES: ".. . 1 .. �� ASSESSORS MAP 37, PARCEL 72.1 I . �2 {� f :. �p0� ZONE FE �� i , ` . `,_ ,. " m ED "UTILITY PLAN PREPARED o `` F RNMILL CREEK COVE IN YARMOUTH, MA, ' ® i .. L�1',. ` ',\\.., TES, : i M \ °�, , , ,`''r t ``; `,. NC.P DATED APRIL 4, 984 AND RIEVISED `n, a \ I , , • .-- - m t `� . MAY 4, 1985. �Q ®® , o� �� > : t �'� \ . _ ,� I `� e _ .Y . ,<. - a Q E. , °° .Av `' � t � FL DOD NO T -_„_ - { \ CQ _ ' o _. TCAAID LOOD -ED � GE .OF ` �� WE `� j''� ` �`` `; ` FLOOD ZONE AE (EL 11), F �, .. E . ... - � ,' _._. • 1 1 & FL00 ZO E A _.- _ - _ ZONE AE EL 12 D N - ` ' _ •- _.,_ PANES# 500SG0 9 ON FEMA FIR „ , r . _ ..- -.. 1p"&m . , EFFECTIVE JULY 16, 2014 - �, r - _ , d s �� ., ..:: - .. .. i ...- , ri��- A - . U__.- .. -,.. , ... .. -. ~ .�, . 9 a` .-•a N h N ti 3 b R 00 U 0 9 9 U ';� _, - _.. , COASTAL STORM FLO E �` -- , WAG „�pq ` LAND SUBJECT TO \ • i. ,. / , _ -. �i ` _... ...._ t� N `.w ,.._ .,. -.. { r _ GPSLA� gP `` �. pp9J'� �` \, ;., ' . VERTICAL DATUM 019 8 (NAND 988) r .. - _.;f: FLOOD ZONE AE EL. 12 ��Gp OF r - ._.....__ _._ i i Y•., , r' ...._ y A •. w...,.. _... _._. -. . , ._ _ � ' `°pd ` � � L N _-- r' . `_ 0 0 . , <. _-_ _... m _ _ - --.. IvC �3:Jf�:..l.,,. h±,.,,,_r,. , t74,��,±., . ' 9FFe `\ DETAILS AND PLANTING SPECIFICATIONS SEE - =_'';'I ' �'`''` �� LANDSCAPE PLAN SET PREPARED FOR THE COVE - `•\ - ,�o AT YARMOUTH, PREPARED BY HAWK DESIGN AND 1 . ® L`' ISSUED FOR CONSTRUCTION. y ' .. ,. .. �- ,. , . 1,_..- ; r _ -' --- _ _ I._ . - -_ . _ ; ., o - -, >2\ o _. s. mom' G" `oGg _ . -. -. . `� -4 4 _ r� ,�� i F� i # , SITE BENCHMARK: ��FF�� �/ ,1 '.: F TOP OF MAG NAIL SET U TU TI T 1 NO T� ' _ :: ELEV=14.13 NAND 1988 -_. _ . -.. X00 r 1 0 ,' `__ ,,,.: ALL PROPOSED EECTRIC, WATER, AND GAS SERVICES TO BE . :- 1 _.-_ ..:_- _-, __.__.y,- ! .. - TATE, LOCAL, AND INSTALLED UNDERGROUND IN ACCORDANCE WITH S , _.. ... UTILITY PROVIDER RE UIREMENTS NEW WATER SERVICES TO BE _.. - -..._ -. - -- - :... :, _- .-- - _..., _,_._...__._. -_.- �' , f INSTALLED IN ACCORDANCE WITH TOWN OF YARMOUI}i WATER . _.. i a /.• _.f ,;/ .; ,r _,... DEPARTMENT REQUIREMENTS. NEW SEWER CONNEC11ON TO THE r : PROPOSED : ;' i ,,/ % /., .-' , ,' EXISTING ONSITE WASTEWATER TREATMENT SYSTEM TO BE INSTALLED IN _.... t /�' LIMIT OF WORK/ . ,! s HC -SIGN 1 6" MIN. WIDTH AND SLOPE VARIES (SEE SITE PLANS) 1 " BITUMINOUS SURFACE COURSE CLASS 1, TYPE 1-1 2" BITUMINOUS BINDER COURSE CLASS 1, TYPE 1-1 J°i' ° 12' PROCESSED GRAVEL BASE COURSE °^> (COMPACTED) ©o, 0 0 ..0 (M1.03.1) 0 a" o G COMPACTED SUBGRADE STANDARD Bl TUMlNOUS CONCRETE PAVEMENT NOT TO SCALE HANDICAP PARKING SIGN CENTERED IN SPACE (SEE DETAIL) F_ LD Li J J 15 V) 4" WIDE PAINTED WHITE LINES (TYP) UTILITY TRENCH NOT TO SCALE - WHEEL STOP (TYP.) SEE DETAIL EDGE OF SIDEWALK EDGE OF PAVEMENT 6' R' -n" I SEE PLAN I SEE PLAN 8" PVC BELL END CRUSHED STONE MAXIMUM SLOPE IN ANY DIRECTION MUST NOT EXCEED 2.0% SYMBOL & STRIPING TO BE PAINTED IN ACCORDANCE W/ ADA REQUIREMENTS AREA DRAIN DETAIL RAISE COVER TO WITHIN PRECAST CONC. RISERS 4" OF FINISH GRADE W/ SEALED JOINTS 4 MIL POLY OVER A FINISH GRADE 4" LAYER OF 1/8 - TO 8 TO 1/2 STONE 4"0 SCH 40 PVC (ROOF DRAINS) —► PRECAST CONCRETE 3OeTO11S2" W ¢ LEACHING BASIN DUBLED WAHED ci H-10 STONE 2' 6'-0" 2' (TYPICAL) 13' Nom( .TES: 1. DRAINAGE RECHARGE STRUCTURES TO BE PLACED IN CLEAN COARSE SAND. CONTRACTOR TO PERFORM A SOIL TEST AND NOTIFY ENGINEER FOR ON SITE INSPECTION OF SOILS PRIOR TO INSTALLATION OF ANY DRAINAGE SYSTEM COMPONENTS. STRUCTURE MAY BE PLACED ABOVE COARSE SAND LAYER PROVIDED CONTRACTOR PERFORMS A 5' SOIL REMOVAL AROUND BASIN DOWN TO THE COARSE SAND HORIZON. REMOVAL TO BE FILLED IN ACCORDANCE WITH NOTE #2 TO TOP OF STRUCTURE. (CONTRACTOR SHALL INCLUDE A UNIT COST FOR REMOVAL AND REPLACEMENT IN THE BID PRICE). 2. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE #A SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: ROOF DRYWELL DETAIL NOT TO SCALE 8" DIA. FRAME AND GRATE FINISH GRADE ' HANDICAP SPACE ' NOT TO SCALE HANDICAP SPACE STRIPING PRECAST CONCRETE CURB NOT TO SCALE W/ 6" REVEAL BITUMINOUS CONCRETE\ SURFACE COURSE 6" PVC DRAIN TO 10'DIA.x 6' D. DRYWELL 4 MIL POLY OVER A 4" LAYER OF 1/8" TO 1/2" STONE 6"o SCH 40 PVC PIPE i 1 a CONCRETE FILL TO ........ I LIMIT OF EXCAVATION .. ............ ........_. _.._._..._.._ __ .-.._. _.... -0+50 0+00 0+50 1+00 1+50 2+00 K1 TCHEN/GREASE TRAP SEWER CONNECTION PROFILE i1 CONCRETE FILL TO (2) NO. 3 BARS LIMIT OF EXCAVATION PRECAST CONCRETE CURB NOT TO SCALE VERTICAL SCALE 1" = 10' HORIZONTAL SCALE: 1" = 20' CONTRACTOR MUST FIELD VERIFY ALL ELEVATIONS PRIOR TO THE START OF 4" THREADED PLUG WITH A 25 __.__._..._.............. _._..__. SQUARE RECESSED DRIVE -" CONSTRUCTION. NOTIFY ENGINEER OF ANY PLAN DISCREPANCIES PRIOR TO SQ RECE R i THE INSTALLATION OF ANY SYSTEM COMPONENTS. SEWER INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH STATE AND LOCAL REGULATIONS ONS 20 AND SPECIFICATIONS. CEMENT MASONRY Li_._..._._...._.._,.__._._..._..__.__..M.._. x,_._.........._._......._..__.._._._. _.-.- ---.—... _—.—..__..__- ._.—.... _—.__ ......._.._. _.., `.. 15 APPROX. EXISTING GRADE BLOCKS I KS (MOR RED) _..._ . z EXISTING SEWER THREAD TO SPICKET (D " TO WASTEWATER CLEANOUT `I _.... _ I-_.._..,.. ..._ ... _.......... EA T ADAPTOR Q 10 _ ._._ ..--..- -- .� ___ �1 __ EXIST. 8 .DIA. SCrf 40 PVC..._...__ .. _ .-_.._._..___ ..... __.___...._...... _..._._ _......__... __. _ _....._-_--..... .. ... . ... . _ ._. _..._.TREATMENT FACILITY _ ._...... j L=155 t s=z.D% -- -- 4" PVC BELL END wPROPOSED _._.. ._ DIA. SCH _�..... 5 _..---._._-....____.__ I .CRUSHED STONE 40 PUC SEWER @ EL.= 8.03f 1 4" PVC BELL END 00 w cow (STA. 1+02.45) j cc c a a> LJ p WYE BRANCH THREAD TO SPIGOT CLEANOUT ADAPTOR -0+50 0+00 0+50 1+00 1+50 2+00 4" THREADED PLUG W/ CLEANOUT PLUG RAISED 4 SANI TAR Y SEWER CONNECTION PROFILE ' VERTICAL SCALE 1" = 10' CLEANOUT DETAIL j HORIZONTAL SCALE: 1" = 20' NOT TO SCALE H-20 SQUARE VALVE FRAME AND COVER BOX FINISH GRADE = VARIES z in 26" HEAVY DUTY CAST IRON FRAME & COVER TO FINISH GRADE FINISH GRADE PRECAST CONCRETE LEACHING BASIN H-20 SIEVE 12" X 18" STEEL SIGN; BOLTED TO H PNARKINPG E STEEL COLUMN IN TWO LOCATIONS; # 4 100% # 50 PAINT BOLTS TO MATCH SIGN 100 0%20% # 200 TEXT AS PER CODE 3" SQUARE GALVANIZED STEEL TUBE SPECIAL PLATE COLUMN POST; TYPICAL AS NOTED ON REQUIRED C1.4 PARKING PLAN UNAUTHORIZED FLOW VEHICLES MAY BE REMOVED NSE OWNERS EXPENSE VAN ACCESSIBLE SIGN (1 TOTAL SEE PLAN FOR LOCATIONS) LINE BOLTED SLEEVE CONNECTION ( TWO BOLTS ) FOR REPLACEMENT OF SIGN DROP•2" mina 3" max. POST BASE IF DAMAGED VAN ACCESSIBLE CHAMFERED EDGE GRADE LINE � W� a CAST IRON GALVANIZED STEEL PLUG WELDED TO l BASE PIPE SECTION ( 2 BOLTS ) PIPE !' w 11.25 •' 32" 5'-4" LIQ. DEPTHLLUJJ z z Oon O w W A 2,000 GALLON (H-20) i ' a GREASE TRAP 3" SLEEVE SET IN CONC. PIER, ' --�� GAS BAFFLE EXPOSED CONCRETE TO HAVE W/SANITARY TEES .. BRUSH BLAST FINISH A 27�4" OR APPROVED 8" CONC. SONOTUBE FOUNDA11ON -- -- HANDICAP PARKING SIGN COMPACTED BASE NOT TO SCALE HANDICAP PARKING SIGN CENTERED IN SPACE (SEE DETAIL) F_ LD Li J J 15 V) 4" WIDE PAINTED WHITE LINES (TYP) UTILITY TRENCH NOT TO SCALE - WHEEL STOP (TYP.) SEE DETAIL EDGE OF SIDEWALK EDGE OF PAVEMENT 6' R' -n" I SEE PLAN I SEE PLAN 8" PVC BELL END CRUSHED STONE MAXIMUM SLOPE IN ANY DIRECTION MUST NOT EXCEED 2.0% SYMBOL & STRIPING TO BE PAINTED IN ACCORDANCE W/ ADA REQUIREMENTS AREA DRAIN DETAIL RAISE COVER TO WITHIN PRECAST CONC. RISERS 4" OF FINISH GRADE W/ SEALED JOINTS 4 MIL POLY OVER A FINISH GRADE 4" LAYER OF 1/8 - TO 8 TO 1/2 STONE 4"0 SCH 40 PVC (ROOF DRAINS) —► PRECAST CONCRETE 3OeTO11S2" W ¢ LEACHING BASIN DUBLED WAHED ci H-10 STONE 2' 6'-0" 2' (TYPICAL) 13' Nom( .TES: 1. DRAINAGE RECHARGE STRUCTURES TO BE PLACED IN CLEAN COARSE SAND. CONTRACTOR TO PERFORM A SOIL TEST AND NOTIFY ENGINEER FOR ON SITE INSPECTION OF SOILS PRIOR TO INSTALLATION OF ANY DRAINAGE SYSTEM COMPONENTS. STRUCTURE MAY BE PLACED ABOVE COARSE SAND LAYER PROVIDED CONTRACTOR PERFORMS A 5' SOIL REMOVAL AROUND BASIN DOWN TO THE COARSE SAND HORIZON. REMOVAL TO BE FILLED IN ACCORDANCE WITH NOTE #2 TO TOP OF STRUCTURE. (CONTRACTOR SHALL INCLUDE A UNIT COST FOR REMOVAL AND REPLACEMENT IN THE BID PRICE). 2. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE #A SIEVE SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: ROOF DRYWELL DETAIL NOT TO SCALE 8" DIA. FRAME AND GRATE FINISH GRADE ' HANDICAP SPACE ' NOT TO SCALE HANDICAP SPACE STRIPING PRECAST CONCRETE CURB NOT TO SCALE W/ 6" REVEAL BITUMINOUS CONCRETE\ SURFACE COURSE 6" PVC DRAIN TO 10'DIA.x 6' D. DRYWELL 4 MIL POLY OVER A 4" LAYER OF 1/8" TO 1/2" STONE 6"o SCH 40 PVC PIPE i 1 a CONCRETE FILL TO ........ I LIMIT OF EXCAVATION .. ............ ........_. _.._._..._.._ __ .-.._. _.... -0+50 0+00 0+50 1+00 1+50 2+00 K1 TCHEN/GREASE TRAP SEWER CONNECTION PROFILE i1 CONCRETE FILL TO (2) NO. 3 BARS LIMIT OF EXCAVATION PRECAST CONCRETE CURB NOT TO SCALE VERTICAL SCALE 1" = 10' HORIZONTAL SCALE: 1" = 20' CONTRACTOR MUST FIELD VERIFY ALL ELEVATIONS PRIOR TO THE START OF 4" THREADED PLUG WITH A 25 __.__._..._.............. _._..__. SQUARE RECESSED DRIVE -" CONSTRUCTION. NOTIFY ENGINEER OF ANY PLAN DISCREPANCIES PRIOR TO SQ RECE R i THE INSTALLATION OF ANY SYSTEM COMPONENTS. SEWER INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH STATE AND LOCAL REGULATIONS ONS 20 AND SPECIFICATIONS. CEMENT MASONRY Li_._..._._...._.._,.__._._..._..__.__..M.._. x,_._.........._._......._..__.._._._. _.-.- ---.—... _—.—..__..__- ._.—.... _—.__ ......._.._. _.., `.. 15 APPROX. EXISTING GRADE BLOCKS I KS (MOR RED) _..._ . z EXISTING SEWER THREAD TO SPICKET (D " TO WASTEWATER CLEANOUT `I _.... _ I-_.._..,.. ..._ ... _.......... EA T ADAPTOR Q 10 _ ._._ ..--..- -- .� ___ �1 __ EXIST. 8 .DIA. SCrf 40 PVC..._...__ .. _ .-_.._._..___ ..... __.___...._...... _..._._ _......__... __. _ _....._-_--..... .. ... . ... . _ ._. _..._.TREATMENT FACILITY _ ._...... j L=155 t s=z.D% -- -- 4" PVC BELL END wPROPOSED _._.. ._ DIA. SCH _�..... 5 _..---._._-....____.__ I .CRUSHED STONE 40 PUC SEWER @ EL.= 8.03f 1 4" PVC BELL END 00 w cow (STA. 1+02.45) j cc c a a> LJ p WYE BRANCH THREAD TO SPIGOT CLEANOUT ADAPTOR -0+50 0+00 0+50 1+00 1+50 2+00 4" THREADED PLUG W/ CLEANOUT PLUG RAISED 4 SANI TAR Y SEWER CONNECTION PROFILE ' VERTICAL SCALE 1" = 10' CLEANOUT DETAIL j HORIZONTAL SCALE: 1" = 20' NOT TO SCALE H-20 SQUARE VALVE FRAME AND COVER BOX FINISH GRADE = VARIES z in 26" HEAVY DUTY CAST IRON FRAME & COVER TO FINISH GRADE FINISH GRADE PRECAST CONCRETE LEACHING BASIN H-20 SIEVE PERCENT SIZE PASSING # 4 100% # 50 107,100% 100 0%20% # 200 0%5% PRECAST CONC. RISERS W/ SEALED JOINTS 2' 6'-0" 2' (TYPICAL) 10' (SEE PLAN) 9" STRAW WATTLES (ALL SIDES) CATCH BASIN FRAME AND GRATE FILTER FABRIC MIRAFI 140 ML OR APPROVED EQUAL 3/4" TO 1Y" DIA. STONE (ALL SIDES) CATCH BASIN CATCH BASIN INLET PROTECTION DETAIL INLET PROTECTION NOTES: 1. ENCLOSE STRUCTURE WITH STRAW BALES OR RICE STRAW ROLLS IMMEDIATELY AFTER CATCH BASIN CONSTRUCTION. MAINTAIN UNTIL PAVING BINDER COURSE IS COMPLETE OR A PERMANENT STAND OF GRASS HAS BEEN ESTABLISHED. 2. IF GRATE IS AGAINST EXISTING CURB THEN STRAW WATTLES ARE TO BE PLACED AROUND THREE SIDES OF GRATE ONLY. 3. GRATE TO BE PLACED OVER FILTER FABRIC. 4. WATTLES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY IF NEEDED. 3/4" TO 1 1/2" DOUBLED WASHED STONE 3/4" - 1 1/2" DOUBLE WASHED CRUSHED STONE (TYPICAL ALL , ��I A PRECAST CONCRETE COVER TO DRAINAGE RECHARGE BASINS) f WITHIN 4" OF FINISH GRADE 6' DIAMETER (H-10) PRECAST �,!f CONCRETE LEACHING BASIN. SHOREY LCB -1000-H-20 REFERENCE NOTES INCLUDED WITH ROOF DRYWELL DETAIL (SEE ABOVE) DETAIL OF DRYWELL-1 LANDSCAPE AREA rte- SEWER PIPE SCH 40 PVC SLEEVE 0 WATER SUPPLY z O INSTALL GRAVITY SEWER GREATER THAN 10' FROM ANY WATER SERVICE OR MAIN. WHERE GRAVITY SEWERS CROSS AN EXISTING WATER SERVICE OR MAIN PROVIDE A SLEEVE OF SCHEDULE(40 PVC PIPE OVER EACH SEWER. SLEEVES ARE TO BE CENTERED AT EACH CROSSING. WATER CROSSING DETAIL NOT TO SCALE NOT TO SCALE 26" HEAVY DUTY "SEAL -TITS" CAST IRON FRAMES AND COVERS TO FINISH GRADE (H-20) LANDSCAPE AREA HANDICAP ACCESS RAMP (AT CROSSWALKS) NOT TO SCALE CONTRACTOR TO VERIFY ELEVATION OF EXISTING SEWER AT PROPOSED GREASE TRAP A CONNECTION PRIOR TOR TO SETTING N STRUCTURE. MINIMUM SLOPE OF NEW SEWER PIPE TO BE 2.07o. SEWER AND GREASE TRAP TO BE INSTALLED IN ACCORDANCE WITH PLUMBING CODE REQUIREMENTS. 2 000 GALLON GREASE TRAP DETAIL NOT TO SCALE ISSUED FOR CONSTRUCTION 07-27-2017 0 N O G a 0 v W crit• PROJECT NO. � C18543.00 COASTAL engineering tn. F.G. = 15.6 508.255.6511 P 508.255.6700 F PROVIDE 4" DIA. CAST IRON 12" MIN. VENT BACK TO BUILDING IN 3' MAX. ACCORDANCE WITH PLUMBING FLOW CODE REQUIREMENTS. LINE a DROP•2" mina 3" max. 4" DIA. � W� a CAST IRON '4" DIA. CAST IRON PIPE PIPE !' w 11.25 •' 32" 5'-4" LIQ. DEPTHLLUJJ z g Oon O w W A 2,000 GALLON (H-20) 's ' a GREASE TRAP GAS BAFFLE W/SANITARY TEES .. USE 'TUF—TITE' A OR APPROVED A EQ UIVALENT COMPACTED BASE 12" n � (TYP-) W/ 6" LAYER OF a o � CRUSHED STONE ». •. ': •. • F• .5. ce -ryr ^� A a NOTE, POSITION TEES BELOW ACCESS COVERS & SUPPORT WITH STRAPS AS REQUIRED HANDICAP ACCESS RAMP (AT CROSSWALKS) NOT TO SCALE CONTRACTOR TO VERIFY ELEVATION OF EXISTING SEWER AT PROPOSED GREASE TRAP A CONNECTION PRIOR TOR TO SETTING N STRUCTURE. MINIMUM SLOPE OF NEW SEWER PIPE TO BE 2.07o. SEWER AND GREASE TRAP TO BE INSTALLED IN ACCORDANCE WITH PLUMBING CODE REQUIREMENTS. 2 000 GALLON GREASE TRAP DETAIL NOT TO SCALE ISSUED FOR CONSTRUCTION 07-27-2017 0 N O G a 0 v W crit• PROJECT NO. � C18543.00 COASTAL engineering tn. 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 P 508.255.6700 F a � W� a w z g Oon O w W A A � H a A H A n � a o � ^� A a o <., '" z SEAL TA. J'; L' uIVIL Ivo. 1-1 7' I H O u W � H H rn w H U Ey H O c,� aDD W SCALE AS NOTED DRAWING FILE C18543-SITE.dwg DATE DRAWN BY SP,"JB CHECKED BY C2o4ol n Typical Column PI. 1 1/2" = 1'-0" ....... LOWER EXTERIOR WALL CONSTRUCTION 6a- RESTAURANT: .................................. ..... ...... 3 n Typical Column PI. 1 1/2" = 1'-0" A 3 1 A3.1 N Q` 3OARDS WITH V -GROOVE AT 2, PAINTED •E 2 JCTURAL STEEL COLUMN, STRUCTURAL DWGS. Typical Column Plan B 1 1/2" = 1'-0" a 4„ ROLLING SHUT /.1JCTURAL STEEL SEE STRUCTURAL D I d 33'-6" 13'-51/2.. 1 Floor Plan 1 /4" = V-011 n Typical Column Plan C 1 1/2" = 1'-0" R4./ L. I I V \7 --.11 1 6J I l I- C`.7 1 %J it NIGHTTIME AND OFF SEASON CLOSURE BORAL 1X TRIM BOARDS WITH V - GROOVE AT COLUMN CENTER, PAINTED -1/2" CDX PLY WOOD 2X BLOCKING LOWER EXTERIOR WALL CONSTRUCTION: WHITE CEDAR "EXTRA" SHINGLES (5" 5 LOWER EXTERIOR WALL CONSTRUCTION 6a- RESTAURANT: , "EXTRA" A 3 1 A3.1 N Q` 3OARDS WITH V -GROOVE AT 2, PAINTED •E 2 JCTURAL STEEL COLUMN, STRUCTURAL DWGS. Typical Column Plan B 1 1/2" = 1'-0" a 4„ ROLLING SHUT /.1JCTURAL STEEL SEE STRUCTURAL D I d 33'-6" 13'-51/2.. 1 Floor Plan 1 /4" = V-011 n Typical Column Plan C 1 1/2" = 1'-0" R4./ L. I I V \7 --.11 1 6J I l I- C`.7 1 %J it NIGHTTIME AND OFF SEASON CLOSURE BORAL 1X TRIM BOARDS WITH V - GROOVE AT COLUMN CENTER, PAINTED -1/2" CDX PLY WOOD 2X BLOCKING LOWER EXTERIOR WALL CONSTRUCTION: WHITE CEDAR "EXTRA" SHINGLES (5" 5 LOWER EXTERIOR WALL CONSTRUCTION 6a- RESTAURANT: � "EXTRA" COURSING), STAINED GRAY TO m WHITE CEDAR SHINGLES MATCH EXISTING BUILDINGS (5" COURSING), STAINED GRAY TO ° AIR INFILTRATION BARRIER MATCH EXISTING BUILDINGS 1/2" CDX PLYWOOD SHEATHING • AIR INFILTRATION BARRIER z X 6 STUDS (INSULATED AT KITCHEN) •/z" CDX PLYWOOD SHEATHING ® L CKER BOARD 2 X 6 STUDS CERAMi� 1L FINISH WAINSCOT AT • ,/z" CDX PLYWOOD SHEATHING ICITCH (7'-7 1/2" HIGH) AND BORAL , 1X6 CHANNEL SIDING, BATFIROOM (5' HIGH) PAINTED UPPER EXTERIOR WALL CONSTRUCTION FOR z ROLLING SHUTTER HOUSING 0 6 EXTERIOR WALL_ AT MECHANICAL ROOM AND SHED: RESTAURANT: AT LOWER WALL - WHITE CEDAR ° BORAL , 1X6 CHANNEL SIDING, "EXTRA" SHINGLES (5" COURSING), MITERED CORNERS, PAINTED '� STAINED GRAY TO MATCH ° AIR INFILTRATION BARRIER EXISTING BUILDINGS • 1/2" CDX PLYWOOD SHEATHING AT UPPER WALL - BORAL , 1X6 ° 2 X 12 STUDS (SFE DETAILS) . rZ CHANNEL SIDING, PAINTED • 1/2" CDX PLYWOOD SHEATHING 0 AIR INFILTRATION BARRIER • BORAL , 1X6 CHANNEL SIDING, • 1/2" CDX PLYWOOD SHEATHING MITERED CORNERS, PAINTED 0 z X 6 STUDS, 16" O.C., (2X4'S AT 3 UPPER EXTERIOR WALL CONSTRUCTION 0 KITCHEN AND TOILETS: SHED) • 1/2" ACX PLYWOOD SHEATHING ° BORAL , 1X6 CHANNEL SIDING, ® INTERIOR WALL: BETWEEN TOILET ROOMS MITERED CORNERS, PAINTED / MECH. ® AIR INFILTRATION BARRIER "u�l 4 TILE 5' HIGH WAINSCOT (TOILET ° 1/2" CDX PLYWOOD SHEATHING RM.) • 2 X 6 STUDS • 1/2" TILE SACKER BOARD • 1/2" V.P. GYPSUM WALL BOARD ° 2 X 6 STUDS @ 16" O.C. UPPER EXTERIOR WALL CONSTRUCTION • 1/2" ACX PLYWOOD SHEATHING 4 ABOVE MEZZANINE LEVEL: Q (MECH. RM.) ° BORAL , 1X6 CHANNEL SIDING, g MITERED CORNERS, PAINTED ® INTERIOR WALL : TOILET ROOMS - 5' HIGH ° AIR INFILTRATION BARRIER v1 0 TILE WAINSCOT ° 1/2" CDX PLYWOOD SHEATHING 1/2" TILE BACKER BOARD ® 2 X 6 STUDS • 2 X 6 STUDS • 1/2" CDX PLYWOOD SHEATHING � • 1/2" TILE BACKER BOARD • BORAL , 1X6 CHANNEL SIDING, TILE 5' HIGH WAINSCOT MITERED CORNERS, PAINTED o WallTypes 1/4' = 1'-0" NOTE: SEE SECTION 1/A3.1 FOR INSULATION DIAGRAM WALL BETVVZ-EI I`XITCHEN AND BAR: -tL-€ BACKER BOARD • z X b STUDS (INSULATED) i/z" CDX PLYWOOD SHEATHING BORAL, iXb CHANNEL SIDING, MITERED CORNERS, PAINTED ILE 7' -7j` /2" HIGH WAINSCOT BACKER BOARD ° z X 6 STUDS (INSULATED) • ,/2° CDX PLYWOOD sHEATHIN • BORAL , �X6 CHANNEL SIDING, MITERED CORNERS, PAINTED G a o V 0 V �Li U U '� o V) . rZ 1� "u�l uZ� N o Q v1 0 � ou � o 0 � V � ISSUE DATES: Permit Set 18 January 2017 �j�T tp ARCA. 0 No. 65556 WOODS HOLE, w;z t -vc) - U O o 'n 0 � r v N ® w � 0 M 00 Floor Plan and Plan Details DWG #: E0AY SSP SINK Elevation 2 Elevation 3 _-------_-_---___---_--_-___-_-_-----_-----_--_-_--__------------_-_ / / / / / / . ` / \ / / / / / DINING PO --------------------- /7 ` ` ` � ` \ ` /66 / / / / 011 / / / /Now/M. / 11MV 91,104 121 / 111,11,11N, "WN/ � /U/u / / / / / / / / / / / / / / / / / / / / / / » / / / / / / / / / / / v uo^` -_-~~u u \ V---_-_-----___--__-_-----_-___-------------------__-_-_--_____________ KITCHEN RANGE /GRILL x \ MOILER 'ONSTAND 3) W � 4 Elevation 5 / - ------- - ----- / / / / o / / / / / / / / / / / / / / / / / / / | / | / / FRIG / / / / / / ---------------------- -------------------------------------------- j TRUE BEER DYSPENS � /. KAN ER 09 wpw / 00 / / / / / / DW / / ISSUE DATES: Permit Set IS January / / ` ` ` � ` \ ` /66 / / / / 011 / / / /Now/M. / 11MV 91,104 121 / 111,11,11N, "WN/ � /U/u / / / / / / / / / / / / / / / / / / / / / / » / / / / / / / / / / / v uo^` -_-~~u u \ V---_-_-----___--__-_-----_-___-------------------__-_-_--_____________ KITCHEN RANGE /GRILL x \ MOILER 'ONSTAND 3) W � 4 Elevation 5 / - ------- - ----- / / / / o / / / / / / / / / / / / / / / / / / / | / | / / FRIG / / / / / / ---------------------- -------------------------------------------- j TRUE BEER DYSPENS � KAN ER 00 ISSUE DATES: Permit Set IS January 2017 W01 DS 111 L I 00 Enlarged Kitchen / Bar Plans and Interior Elevations Ai,04 DOOR SCHEDULE DOOR ELEVATION DETAILS COMMENTS NUMB JAMB JAMB ELEVATION SILL I HEIGHT SH-, „'-8,/2"X7'-6" ER SIZE / FUNCTION HEAD JAMB SILL FINISH COMMENTS SH -2 1 3'-0" X6-8" / EXTERIOR I / A3.4 A/A,., J / A3.4 PAINTED - C/A3.4 G / A3•4 FIBERGLASS 9' - 2 1/2" X 7' - 6" A A / A3.4 A / A, ., STORMWATCH - FIXED 2 3'-®" X 6-8" / WOOD 1/ A3.4 SH -4 I / A3.4 CLEAR FINISH A / A3.4 A / A, ., B / A, ., SIM C / A3.4 SIM SH -5 11' - 8 1/2" X 7'- 6" 3 3'-0" X 6-8" / WOOD 1/ A3.4 C / A, ., J / A3.4 CLEAR FINISH WOMEN'S SIM TILE SIM V.P. GYP BOARD, PAINTED 9' - 5 1/4" 4 3'-o" X 6-8" / EXTERIOR H / A3.4 K / A3.4 J / A3.4 PAINTED - N �co FIBERGLASS ABOVE 5 3'-o" X 6-8" / EXTERIOR H / A3.4 K / A3.4 I / A3.4 PAINTED - 9 - 5 1/4" FIBERGLASS � GYP BD., EPDXY PAINT, � o U 6 3'-o" X 6-8" / EXTERIOR 1 /A3-4 J / A3.4 PAINTED - FIBERGLASS CONCRETE, SEALED TILE V.P. GYP. BD., EPDXY PAINT V.P. GYP BOARD, PAINTED 9' - 5 1/4" 7 3'-o" X 6-8" / EXTERIOR I / A3.4 NONE J / A3.4 PAINTED - 9' - 5 1/4" FIBERGLASS CONCRETE, SEALED NONE AC PLYWOOD NONE 8 3'-0" X 6-8" / EXTERIOR 1 /A3.4 J /A3.4 PAINTED - FIBERGLASS Sim 9 3'-0" X 6-8" / INTERIOR 1/ A3.4 J / A3.4 PAINTED - FIBERGLASS Sim SIM No. 6555 10 3'-o" X 6-8" / EXTERIOR 1/ A3.4 .� WOODSHOLE, MA J /A3.4 PAINTED - FIBERGLASS Sim r (0) 11 3'-0" X 6-8" / EXTERIOR I/ A3.4 J / A3.4 PAINTED - FIBERGLASS - SIM NUM BER SIZE ELEVATION DETAILS COMMENTS HEAD JAMB JAMB ELEVATION SILL I HEIGHT SH-, „'-8,/2"X7'-6" B A/A 3'4 B/A,., OPP. C/A,., OPP. B / A3.4 C / A3.4 STEEL, PAINTED WHITE SH -2 9'-z,/2"X7'-6" A A/A3.4 A/A,., B/A,., OPP. B/A3.4 C/A3.4 G / A3•4 SH -3 9' - 2 1/2" X 7' - 6" A A / A3.4 A / A, ., STORMWATCH - FIXED B / A3.4 C /A3-4 TEXTURED EPDXY PAINT SH -4 9' - 2 -1/2" X 7' - 6" A A / A3.4 A / A, ., B / A, ., B /A3-4 C / A3.4 GYP BD., EPDXY PAINT, SH -5 11' - 8 1/2" X 7'- 6" B A / A3.4 B / A, ., C / A, ., B / A3.4 C / A3.4 WINDOW SCHEDULE TYPE NOMINAL SIZE MANUFACTURER - MODEL - TYPE COLOR DETAIL HEAD HEIGHT COMMENTS WIDTH I HEIGHT HEAD JAMB SILL A 2 - o It ' z 1 - o If ANDERSON 400 SERIES - WHITE D / A3.4 E / A3.4 G / A3.4 9'- 7 1/2" z + FIR LOCK -DECK AND PURLINS, STAINED (WHITE) VARIES STORMWATCH -AWNING CONCRETE, U SIDING, PAINTED STEEL, PAINTED WHITE B 2' - 0" 21-011 ANDERSON 400 SERIES - WHITE D / A3.4 E / A3.4 G / A3•4 CONCRETE, SIDING, PAINTED STEEL, PAINTED WHITE STORMWATCH - FIXED KITCHEN TEXTURED EPDXY PAINT TILE TILE WAINSCOT 7'-6" / V.P. V.P. GYP BOARD, EPDXY PAINTED VARIES 0 v A EXTERIOR FIBERGLASS, HM FRAME WITH BORAL TRIM, PAINTED n Door Types 1 /4" = 1'-0" , a v B INTERIOR FIBERGLASS, HM FRAME, PAINTED A NAUTILIS ROLLING SHUTTERS WITH ELECTRONIC OPERATION AND LOCKING - SHADE AND SHUTTER SYSTEMS, INC. 800-522-1599 n Rolling Shutters A B ANDERSON STORMWATCH ANDERSON STORMWATCH AWNING WINDOW, WHITE FIXED WINDOW, WHITE 2 LegendWindow � ROOM FINISH SCHEDULE A FINISH w COMMENTS w BASE WALL T CEILING z + FIR LOCK -DECK AND PURLINS, STAINED (WHITE) VARIES a CONCRETE, U SIDING, PAINTED STEEL, PAINTED WHITE w A NAUTILIS ROLLING SHUTTERS WITH ELECTRONIC OPERATION AND LOCKING - SHADE AND SHUTTER SYSTEMS, INC. 800-522-1599 n Rolling Shutters A B ANDERSON STORMWATCH ANDERSON STORMWATCH AWNING WINDOW, WHITE FIXED WINDOW, WHITE 2 LegendWindow � ROOM FINISH SCHEDULE ROOM NAME FINISH CEILING HEIGHT COMMENTS FLOOR BASE WALL T CEILING a v C INTERIOR FIR VENEER WITH LIGHT HM FRAME WITH BORAL TRIM, PAINTED 11'- 8 1/2" +/- MEASURE IN FIELD B NAUTILIS ROLLING SHUTTERS WITH ELECTRONIC OPERATION AND LOCKING - SHADE AND SHUTTER SYSTEMS, INC. 800-522-1599 V DINING PORCH POLISHED, SEALED BORAL BORAL TSG CHANNEL FIR LOCK -DECK AND PURLINS, STAINED (WHITE) VARIES 4.4 CONCRETE, U SIDING, PAINTED STEEL, PAINTED WHITE BAR POLISHED, SEALED BORAL BORAL T&G CHANNEL FIR LOCK -DECK AND PURLINS, STAINED (WHITE) VARIES CONCRETE, SIDING, PAINTED STEEL, PAINTED WHITE U U KITCHEN TEXTURED EPDXY PAINT TILE TILE WAINSCOT 7'-6" / V.P. V.P. GYP BOARD, EPDXY PAINTED 9' - 8" t� FLOORING L� hfi GdL� �rZ GYP BD., EPDXY PAINT, ^Q nce ABOVE WOMEN'S TILE TILE TILE WAINSCOT 5'-0" / V.P. V.P. GYP BOARD, PAINTED 9' - 5 1/4" Uri GYP BD., EPDXY PAINT, N �co ABOVE MEN'S TILE TILE TILE WAINSCOT 7'-6" / V.P. V.P. GYP BOARD, PAINTED 9 - 5 1/4" � GYP BD., EPDXY PAINT, � o U ABOVE JAN. CONCRETE, SEALED TILE V.P. GYP. BD., EPDXY PAINT V.P. GYP BOARD, PAINTED 9' - 5 1/4" V MECH. CONCRETE, SEALED NONE AC PLYWOOD AC PLYWOOD, PAINTED 9' - 5 1/4" ELECTRIC and POOL CONCRETE, SEALED NONE AC PLYWOOD NONE EQUIPMENT RM. a v C INTERIOR FIR VENEER WITH LIGHT HM FRAME WITH BORAL TRIM, PAINTED 11'- 8 1/2" +/- MEASURE IN FIELD B NAUTILIS ROLLING SHUTTERS WITH ELECTRONIC OPERATION AND LOCKING - SHADE AND SHUTTER SYSTEMS, INC. 800-522-1599 V � U 4.4 U U U U 41\ t� �rZ NN ^Q �U� Uri N �co V O � � o U V � ISSUE DATES: Permit Set 18 January 2017 A. No. 6555 .� WOODSHOLE, MA r (0) U O O � C 4_j.� U U ® w U 4� O P -a M 00 Schedules DWG #: PLUI" M LEt'ENfl: DESIGNATION 1. ALL WORK SHALL BE IN STRICT ACCORD WITH THE MASSACHUSETTS ADA COLD WATER (CW) PLUMBING AND GAS CODES, 248 CMR. —• •— ACCESSORIES HOT WATER .(HW) 2.THE PLUMBING CONTRACTOR IS TO APPLY, PAY AND SECURE PERMITS —•• •• •• •• •• ••— ••• ••• ••- ••• ••• HOT WATER CIRCULATION (HWC) FOR THE WORK REQUIRED UNDER THIS CONTRACT. Provide bronze funnel, and trap primer connection SOIL (S) OR WASTE (W) 3.THE PLUMBING CONTRACTOR. SHALL PROVIDE ALL MATERIALS, SUPPLIES, J.R. SMITH TOTO TM1LN32#CP Flush 2230 -PB TOOLS AND ALL OTHER ITEMS NECESSARY TO COMPLETE THE WORK, Provide with trap primer I connection SOIL OR WASTE BURIED OR AT COLING BELOW EXCEPT AS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. to U VENT (V) 4.ALL WORK SHALL BE COORDINATED WITH THE OWNER, AND HOURS OF ----^_ White vitreous china, wall hung, WORK TO BE AS DIRECTED BY THE OWNER. ❑O FD FLOOR DRAIN (FD) (4' AFF) 5.THE PLUMBING CONTRACTOR SHALL VERIFY ALL PIPE SIZES (REQUIRED RD ROOF DRAIN TO BE CONNECTED TO, OR OTHERWISE ALTERED BY THE WORK OF 0 FCO FLUSH FLOOR CLEANOUT (FCO) THIS CONTRACT) IN THE FIELD, PRIOR TO NEW WORK. —� CO END CLEANOUT 6.PLUMBING CONTRACTOR SHALL COORDINATE ALL REQUIRED ELECTRICAL 1" z WORK WITH THE ELECTRICAL CONTRACTOR. SS SOiL STACK 7.PLUMBING CONTRACTOR SHALL COORDINATE WITH THE OWNER ON J 4-1 �,NO OF ALL EXPOSED -TO -VIEW WORK THAT IS PART OF WS WASTE STACK 'EXACT CONTRACTS VS VENT STACK 8. ALL MATERIALS SHALL BE NEW, AND BE MASSACHUSETTS LISTED FOR u ' USE IN PLUMBING SYSTEMS. W&T WASTE & TRAP valve. TOTO SC534 Seat, W&V WASTE & VENT � AFF ABOVE FINISHED FLOOR ? ETR EXISTING TO REMAIN Yes VTR VENT THROUGH ROOF less cover. HW HTR HOT WATER HEATER 2" WC WATER CLOSET LAV LAVATORY YES SH SHOWER TEU1UA12#CP TUB TUB/SHOWER 2" SK SINK BAR SK BAR SINK Uj KS KITCHEN SINK DF DRINKING FOUNTAIN o NIPC NOT IN PLUMBING CONTRACT INV. INVERT -----Q CFH CUBIC FEET PER HOUR _j U DN DOWN CLG CEILING I UG UNDERGROUND Yes LVSD2-I - WH WALL HYDRANT AS LISTED WHA WATER HAMMER ARRESTOR 1-1/2" RPBP REDUCED PRESSURE BACKFLOW PREVENTER (RPBP) WATER METER —�Q- GATE VALVE GLOBE VALVE PLUG VALVE a 0V R. tp ?a REFER TO --- CHECK VALVE vf� BUTTERFLY VALVE [T--- BALL VALVE 3 WAY VALVE ARCHITECT'S EQUIPMENT Post mounted outdoor rinse stalons RELIEF VALVE N/A N/A PRESSURE REGULATING VALVE 1/2„ --I�t-- SCREWED UNION SCHEDULE --) (-- FLANGED UNiON with 2 rinse positions. Dual Height drinking fountain AS LISTED None FLOW SWITCH 11/2” 11/2" 1/2" IA TEMPERATURE GAUGE OF -A ' PRESSURE GAUGE MSBID2424 Floor mounted molded stone basin FLANGED UNION MSG2424 wall guard. 3" PIPE GUIDE 3/4" [ PIPE CAP MR -A C PIPE TURNING DOWN PiPE TURNING UP POOL SHED PLUMBING TEE DOWN —C DROP AND RUN SCALE: 1/4- PLUMBING FIXTURE SCHEDULE AND CONNECTIONS DESIGNATION MANUF. ADA MODEL DESCRIPTION TRIM ACCESSORIES S/W VENT CW HW 2230 -PS Cast iron body with weepholes, flashng clamp and 12" diameter bronze strainer Provide bronze funnel, and trap primer connection Cut grate hole at funnel FD -C J.R. SMITH TOTO TM1LN32#CP Flush 2230 -PB Cast iron body with weepholes, flashng clamp and 12" diameter bronze strainer Provide with trap primer I connection to U WATER HEATER LINES ON BOTH H&CW White vitreous china, wall hung, valve. TOTO SC534 Seat, (4' AFF) i...,...,,.....,.,,......:..........s WC -A TOTO No CT708E elongated bowl. less cover. Floor mounted carrier. 4" 2" 1" z '{wi N J 4-1 �,NO TOTO TM1LN32#CP Flush Ld LLJ l/JW TO u ' 0)og 0) Z PLUMBING SPACE White vitreous china, wail hung, valve. TOTO SC534 Seat, LLJ �0 1 1 to (0 C '' —t RS—A � Cr_ Z a-, 0 ? WC -B TOTO Yes CT708E elongated bowl. less cover. Floor mounted carrier. 4" 2" C7 W _j X< 3 0 UR -A TOTO YES UT10SU White vitreous china, wall hung. TEU1UA12#CP Floor mounted carrier. 2" 2" 3/4" SEE DWG 02.2.1 cn Uj , Two station modeled lavatory system 4" PVC DRAIN r� `� i o I °L .J -----Q �--LINE TO DRYWELL with two faucets, soap dispenser, _j U Angle supplies with 1/4 of U I LAV -A BRADLEY Yes LVSD2-I -DCG-SSD-6315 Ri0Wnd mounting system. AS LISTED turn stops. 1-1/2" 1-1/2" 1/2" 1/2" a 0V R. tp ?a REFER TO (�a t3 n ^s ti 4" OPEN END DRAIN vf� TERMINATE 2" AFF ARCHITECT'S EQUIPMENT Post mounted outdoor rinse stalons Drain to grade N/A N/A 1/2'� 1/2„ ....... RS -A SCHEDULE Yes Yes MSSLPM with 2 rinse positions. Dual Height drinking fountain AS LISTED None Mounting frame 11/2” 11/2" 1/2" IA OF -A Oasis_ Fiat No MSBID2424 Floor mounted molded stone basin 830 -AA mixing faucet. MSG2424 wall guard. 3" 2„ 3/4" 3/4" U MR -A NOTES: 1. All fixtures to be new and installed to comply with the Architect's mounting dimensions and detials. DRAIN SCHEDULE DESIGNATION MANUF. SIZE MODEL DESCRIPTION ACCESSORIES REMARKS FD -A J.R. SMITH As noted on plan . 2010-B Cast Iron body with weepholes, flashng clamp and 5" square nickel -bronze strainer Provide with trap primer connection U FD -B J.R. SMITH As noted on plan 2230 -PS Cast iron body with weepholes, flashng clamp and 12" diameter bronze strainer Provide bronze funnel, and trap primer connection Cut grate hole at funnel FD -C J.R. SMITH As noted on plan 2230 -PB Cast iron body with weepholes, flashng clamp and 12" diameter bronze strainer Provide with trap primer I connection NOTES: 1. All drains to be new and installed to comply with the Architect's mounting dimensions and detials. TY ROOM +-2" I I MATER TEMP VA GAS METER _2 WATER METER & BACKFLOW PREVENTER (STACKED) 1/2" PURGE VALVE TO I ` 1 /2" BALI. VALVE WITH (3 U Z 1/2" MPT OUTLET FOR +� u TANKLESS 0 PURGING UNDERGROUND 4.4 to U WATER HEATER LINES ON BOTH H&CW :., (4' AFF) i...,...,,.....,.,,......:..........s . i z '{wi N J 4-1 �,NO Ld LLJ l/JW TO u ' 0)og 0) Z PLUMBING SPACE G LLJ �0 1 1 to (0 C '' —t RS—A � Cr_ Z a-, 0 ? (INCLUDES ACCESS)1/2" Z 0 V) in 00 OO c Z w M�CDO � ZWZ M1 C7 W _j X< 3 0 H&CW TO RS—A r:. � VI V) 0 Z OU U� Z Z SEE DWG 02.2.1 cn Uj , 4" PVC DRAIN r� `� i o I °L .J -----Q �--LINE TO DRYWELL _j U of U I , SEE DWG C2.2.1 i ISSUE DATES: PRICING SET -11/11/16 PERMIT SET - 01/25/17 1" RPBP a 0V R. tp ?a ,sem n e (�a t3 n ^s ti 4" OPEN END DRAIN vf� TERMINATE 2" AFF DN i.... ....... .......... .. ... .. .. ....... .. ..... ............ _.... ........... ..... ... ............... ............... ..._.._.. 1 G DN � IA U EXTEND TO U ® MECH RM POOL SHED PLUMBING PLAN SCALE: 1/4- = —0 1' -0 - TO KiTCHEN: 2-1/2"G, 3/4"HW, 1 "HW(140), 3/eCW WTR WTR HTR HTR 1-1/2- R 3/4"G CAPPED (50 CFM ALLOWANCE) Ij HTR I Etl< 1-1/2" 1" RPBP TYP WATER f GAS ONE -LINE DIAGRAM SCALE: NTS . TO OUTDOOR SHOWER RS -A 4" METER 4"S&2"V 1-1/2"G DN 1 "CW DN 2"V DN 2" 4"S DN&VTR 4"S&2"V "WATER�METER & BACK -FLOW'-PREVENTER STACKED., AGAINST WALL ..................................................... FLOOR TO CEILING AREA —TO REMAIN CLEAR FOR ELECTRICAL EQUIPMENT 4"S&2"V 2"CW DROP — 4"S DN&2"V 2"V DN 2"W&V 4"CI SAN INV 12.00' liNV 14.25' JE -2767 (3 U Z +� u 0 4.4 to U U W u U4) z '{wi N J 4-1 �,NO Ld LLJ l/JW C Z ui N 'C u ' 0)og 0) Z N LLJ �0 1 1 to (0 C � Cr_ Z a-, 0 Z 0 V) in 00 OO c Z w M�CDO � ZWZ M W C7 W _j X< 3 0 z Lo iW— L<O 3 � VI V) 0 Z OU U� Z Z Q cn Uj r� `� i o I °L .J -----Q _j U of U W J W ISSUE DATES: PRICING SET -11/11/16 PERMIT SET - 01/25/17 a 0V R. tp ?a ,sem n e (�a t3 n ^s ti vf� U O O � U U ® ;_4 0 00 r• -i Plumbing Legend, Schedule & Plans DWG #: JE -2767