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Home My WebLink About668 Route 28 planproposed WINDOW N.H. existing FIRST FLOOR existing T.O. PATIO C APT. PARKER A5PHALT ROOF 5HINGLE5 p PROP05E0 HIP/5HED ROOF REMOVE exist. PERGOLA _ _ - ---- __- EXTEND EXI5TI NG GABLE ROOF ASPHALT ROOF 5HINGLE5 --MATCH R mum ALL TRIM t SOFFIT DETAILS TO MATCH EX15TING MATCH SIDING TO EXISTING existing FIRST FLOOR -- eXzti.g T.O. PATIO PROPOSED Nn NDOW5 - TYPICAL: PRO POSED CONCRETE PROPOSED WINDOWS -TYPICAL: I I 8'-Tx 1- LOVERALL UNIT DIM.) E(15TING - TYPICAL: I I 5' CONCRETE BLOCK WALL WITH ^FddUp"I'-9^x5'-B" SERIES 5000 HOLDUP +OUT INLINE, NO SILL HC RAMP WITH HANDRAIL 5ERIE5 5000 FOLDUP + OUT INUNE, NO SILL -1 CULTURED STONE VENEER < BLUE STONE CAP IN5TALIED ON TOP OF EXISTING BLUE STONE CAP INSTALLED ON TOP OF EXISTING BLUE STONE CAP —� f-- T--------- c c-_ c--� c--�--� c--�--� L-- -_L ----------- EXISTING WAITING PATIO PROPOSED ENCLOSED PATIO PROP. HC BATHROOM PROPOSED EAST (right side) ELEVATION 1/4" = 11-01, EXTEND EX15TING GABLE ROOF - --- -_ - --_ ALL TRIM {SOFFIT DETAILS — ---� __-- 12 _------_ TO MATCH EX15TING proposed T.O. PLATE --- - -- _-- ---- - proposed WINDOW H H. --- --- 2'6"+l x5'0' �I --- - FIXED GV55 PANEL existing FIRST FLOOR existing T.O. PATIO PROPOSED CONCRETE OUT 5Ih^NDGOOR MATCH SIDING TO EXISTING HC RAMP/IANDING CH FULL VIEW GLA55 WITH HANDRAIL /L_\ r-L--T — — — — — L — — — J — — — — — — — — — — — — — PROP. HC BATHROOM PROPOSED NORTH (rear) ELEVATION 1/4" = 1'-0" RECEiV77.D MAR 3 0 2023 BUILDING DEPARTMENT By. 2 EXTEND EXISTING GABLE ROOF ASPHALT ROOF 5HINGLE5 PROP05ED HIP/5HED ROOF REMOVE EX15T. PERGOLA - - - --- - proposed T.O. PLATE \ OFFI ALL TRIM t ST DETAILS -11NG V ® A TO MATCH OUTSW NG FRENCH DOOR Faauv 5 5'-0' IovevAu uu� rnrn z FULL VIEW GLA55 i _ e.stimg WAITING PATIO - 37. 6.8" t existing FIRST FLOOR -1I H I[ ` 1I1 Fc1 —e• `- Ex15TING - T rFCAL - = " I1= e MATCH SIDING TO EXISTING =1 5"CONCRETE SIAB WITH CCONCRFTE BLOCK WALL NTH ULTURED 5TONE VENEER < BLUE STONE CAP "5TAMPCRETF FINISH ON CONTINUOU5 CONC. FOOTING PROVIDE CONIC. FOOTING UNDER EACH STRUCTURAL P05T PROPOSED ENCLOSED PATIO PROPOSED SOUTH (front) ELEVATION 1/4" = 1'-0' w 0 DATE : 03/11/2023 SCALE: AS NOTED DRAWING #: Al - 3' proposed T.O. PLATE proposed WINDOW H.H. existing FIRST FLOOR _ existing T.O. PATIO EXIST. PERGOLA exist. PERGOLA EXISTING WAITING PATIO CAPT. PARKER S ;,I-' MATCH - ROOF PITCH ASPHALT ROOF SHINGLES @ PROPOSED HIP/SHED ROOF mmmm mm mmm 7mmm m irmmm I I I I PROPOSED WINDOWS - TYPICAL: 6'-2" x 5'-0" (OVERALL UNIT DIM.) ES UP NSTIALLED ON TOPDOF EXIST NG BLUE 5TTONE CAP /L J\ I I EXISTING - TYPICAL: I I 8" CONCRETE BLOCK WALL WITH CULTURED STONE VENEER* BLUE STONE CAP PROPOSED ENCLOSED PATIO - EXTEND EXISTING GABLE ROOF ASPHALT ROOF SMINGLES MATCH ROOF PITCH ------------------- ---------------------------------- -------------------------------- -------------------------------- ----------------------------- °--------------- -------- o - III / \ III I I PROPOSED WINDOWS - TYPICAL: -I I I I I "FoldUp" 4'-9" x 5'-0" I I PROPOSED CONCRETE I I SERIES 5000 FOLDUP +OUT INLINE, NO SILL HC RAMP WITH HANDRAIL TOP OF INSTALLED — ON EXISTING BLUE E CAP F STONE — -T— — —'-I L—_J----I L----I----------- PROP. HC BATHROOM _ PROPOSED EAST (right side) ELEVATION 1 /4" = 1'-0" ALL TRIM * SOFFIT DETAILS TO MATCH EXISTING MATCH 51DING TO EXISTING existing FIRST FLOOR existing T.O. PATIO ----------------------- EXTEND EXISTING GABLE ROOF ------------------------------------------- ------------- - "------------------------------------- ----------------------------------- ---------- ------------ ------------ 12 EXTEND EXISTING GABLE ROOF ------ --- --- - ----- - - --- ---------- -------- _--- ---=:: - --- - -- - --- --- ----- - -- -- ------ ------ ----------- - -- ---- ---- - ---- 5 12 +/ ---- / ASPHALT ROOF SHINGLES @ ALL TRIM t SOFFIT DETAILS -------"--------"-----" ---------------------------------- - ----------- --- ---12 ------------------------------------------------- _ PROPOSED HIP/SHED ROOF TO MATCH EXISTING ---------------- --------------- - - - - - - - - - - - - - - - - - - - ------------- -- ------- -8--------------------- - ---- -- EXIST PERGOLA --------- -- ------ ----------------------------- ---- -- i ---- -------------------- 9 O O O proposed T.O. PLATE _ _ proposed T.O. PLATE proposed WINDOW H.H. / \ ALL TRIM t, SOFFIT DETAILS / \ TO MATCH EXISTING 2'6"+/- x 5'0" FIXED GLASS PANEL MATCH SIDING TO EXISTING OUTSWING FRENCH DOOR FULL VIEW GLA55 3 3'0" x 6'8" existing FIRST FLOOR �a� existing FIRST FLOOR _ _ existing WAITING PATIO existing T.O. PATIO 9 _ _ 6'0" x 6'8" existing T.O. PATIO I PROPOSED CONCRETE OUT SWING MATCH SIDING TO EXISTING FRENCH DOOR I I—III—III=I I —III= =1 — =I (I—_ (=III=I I If - TYPICAL HC RAMP/LANDING I ( FULL VIEW GLA55 I =III=III= 5 CONCRETE SLAB WITH I (—III i 8" CONCRETE BLOCK WALL WITH WITH HANDRAIL I I I I III —I "STAMPCRETE" FINISH CULTURED STONE VENEER BLUE STONE CAP ON CONTINUOUS �--------__—' C_—J ------------- C—-- PROVIDECONC.FOOTING UNDER EACH STRUCTURAL POST PROP. HC BATHROOM PROPOSED ENCLOSED PATIO PROPOSED ENCLOSED PATIO PROPOSED NORTH (rear) ELEVATION 1 /4" = 1'-0" PROPOSED SOUTH (front) ELEVATION 1 /4" = 1'-0" JAN 2 5 2023 HEALTH DEPT. PAW LLJ . C Q m z U) w 0 s cQ G c0 G 19 /^ 0 W C C .= � N c IL uj H V .o N CL '7 O �. IL to a� to E'- U w � O di J n. DATE: 11 / 07 / 2022 SCALE: AS NOTED DRAWING #: z O Q uj J LLI Al - 3 11411 = if -Opt 5'-8, PROVIDE 4- WIDE SHELF PROPOSED 10 THICK POURED CONCRETE - - @ T.O. FOUNDATION WALL FOUNDATION WALL ON 1 OY20' CONTINUO TO RECEIVE CONC. SIRS J.l CONCRETE FOOTING - BOTTOM TO BELOW FROST LINE SITE ADJUST TOP OF FOUNDATION WALL TO ALIGN NEW FLOOR W/ 505TING PATIO FLOOR " PROVIDE; • CONTIW N5 REBAR5 - (2) @ TOP t BOTTOM OF FND. WALL - -- r • 5/8' ANCHOR BOLTS @ MAX. ' O.G. .� IN t G'-12' FROM END OF PLATES, N \ BOLT EMBENTMENT MIN. ]' ILJI RA EX15TING - TYPICAL: '- USE 313' x 1 /4' PLATE WASHERS 5@TAMNDII PTTE F N 5H ON 5- CONC. SLAB 12- DIA. CONCRETE 50NOTUBES 4• ml K P u c O RED CONCRETE SUB LIMIT OF LANDING RAMP wvAa ON CONCRETE FTC. _ O, FLOOR oN 1. MIL vAPOR RETAwER w1m 6 .1 - W 1.4 x w 1.4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O PAR -.. T IOry W/ Y5 K11 FTG&4 O EBABS IN FiG. <TO SONOTUBES P.T. GxG P05T ABOVE O OV[R COMPA= GRANUUR BA5E — — - — — — — S2 L \ � � 5'-0" m1n. S2 ATTACHED TO CON. SONOTUBE, T.O. E,STING PA FAT. < 3 _ / 3 WITH APPROVED HD 51MP50N P05T BASE _ _ _ _ _ _ � UNISEX E LANDING O _RAMP DOWN 10 H.C. BATHROOM r----� - - - �I L_rr-T _-t-I I _ I _ /_ n - T LIMIT OFPATIO 6x5 POS I @ LANDING t RAMP: exist 6x6 post Gyp. QO roof support) OUT SWN6 FRENCH POOR _ L L — — — — - L — — — — J 1 _ J '5TAMPCRETE - FINISH ON 5' GONG. 5IAS FULL VIEW GLA55 — T W//4BAR GRID EA. WAY 18I O.C. REMOVE EXISTING A ON TOP OF 12' GRAVEISAND FILL STONE WALL I O PROP05ED WINDOWS - TYPICAL: EX5ITING �/ PKOP05ED: looUp' S" CONCRETE SUB WITH STMPCRETE' (LARGE BLUE STONE PATTERN) FINISH d p 12- DIA CONCRETE 5ONOTUBE5 ON CONCRETE 12x48S48' FTC. Bx6 POST + SERIES 5000 FOLOUP + OUT INLINE, NO SILL INSTALLED ON TOP OF EXISTING BLUE STONE CAP r J W/ M5 REBAR5 IN ETC. t TO 50NOTUBES P.T. GxG POST ABOVE enclosed existing RAW BAR M ATTACHED TO CON. 50NOTUBE, existin cal: g - typical WITH APPROVED HD 51MP50N POST BASE 7 N &".at, wall 24" high —' FIXED GLA55 PANEL w/ cultured stone veneer & blue stone cap remove 12" wide piers and railing EXTEND EXISTING CONCRETE BLOCK/STONE _ KNEE WALLS t PATIO TO CREATE NEW CORNER AUGN W/ U15T. ®EACH END 2x6 WALL FRAME �� - BxBPOST L — — _ — L L — — _ — J L 11-2" L-I EXTEND EXISTING CONCRETE BLOCK/STONE D REMOVE EXISTING / KNEE WALLS TO CREATE NEW CORNER F RE PIT REMOVE EXISTING FIRE PIT EXI5TING FOUNDATION WALL5 ALIGN 6x6 POSTS ABOVE_ / O' DIA. CONCRETE 50NOTUBE5 ON CONCRETE 28' DIA. 'BIG FOOD FTG. I BOTTOMS TO BELOW FROST LINE N0 0 cfum Fob � 1 III / I I �I REMOVE EXISTING LIMIT OF WOOD FRAME CNCL05URE-ABOVE EX51TING "AQUA BRIC" PERMEABLE PAVING BECK (RUNNING BOND PATTERN) ON TOP OF I2" 5AND/GRAVEL FILL PROPOSED WINDOWS - TYPICAL: "Fol 6-2' x 5'4Y (OVERALL UNIT DIM.) 5ERIE5 5000 FOLOUP + OUT INLINE, NO 51LL INSTALLED ON TOP OF EXISTING BLUE STONE CAP P(largelue Floor. Qrstone pattern) — existing RIVER DINING ROOM existing -typical 8" concrete block wall 24" high ip w/ cultured stone veneer & blue stone cap remove 12" wide piers and railing W L _V N J v to W,E N rk Q U1 p_ lJ a0 �10 Qtn Em z d Z Lu 0 40 E C Q �jDIM) ii rc N z ^ f; Y y Z O j V1 a N W■i�3 Q 3 C W x O Z .g •FoldUp' F ou (OVERALL O N O GWALL FRAME COUTSWING VI12'o Od.FULL �'eY♦ 10 00 existing IL V Ok ILL WAITING PATIO c~i w existing Boor J F "ague brie" permeable paving brick (running bond pattern) a ~ DATE 03/11 /2023 FOUNDATION PLAN SCALE: AS NOTED 1 /4" _ I1_011 DRAWING H. PROPOSED ENCLOSED PATIO FLOOR PLAN A2 - 3 1/4" = 11-0" ROOF FRAMING PLAN N o RGOLA 1 /4" = 1'-01, 2.10 RIDGE 2x8 CLNG J5T5 @ 16"O,C.— proposed T.O. PUTE NEW 2.6 EXTER STUD WALL.5 W/ } I/2" CDX PLYWOOD SHEATHING, - HOUSE WRAP t R.C. CLAPBOARDS TO MATCH EXISTING P.T. 2x6 SILL PLATE W/ 5/8" ANCHOR BOLTS @ MAX. -O.C. t 6'-12" FROM END OF PLATES. USE 3NN.1/4' PLATE WASHERS, BOLT EMBENTMENT MIN. 7' existing T.O. PATIO 51MP5ON LETA 18 5TRAP5 @ EVERY RAFTER (OR EOUAU 12 �8 2,8 ROOF RAFTERS @ 16- O.C. W/ 5/8' CDX PLYWD. SHEATHING < ASPHALT ROOF SHINGLES 51MP50N H 2.5 HURRICANE . ........ CLIPS @EVERY RAFTER `ALUMINUM GUTTER -' ON SOFFIT TO MATCH EXISTING AWNING WINDOW UNISEX HC BATHROOM @ LAND < RAMP: )VIDE 4° WIDE SHELF 5TAMFCRETE - F1N15H ON 5' CONC. SLAB W/ #4-BAR GRID EA. WAY @ I B' O.C. r '.O. FOUNDATION WALL RECEIVE CONC. SLAB ON TOP OF 12" GRAVEI/5AND FILL 4' THICK POVRED CONCRETE SLAB FLOOR ON 10 MIL VAPOR RETAINER PROVIDE CONTIN. #5 KEBABS (2) @ TOP t BOTTOM NEW I O" THICK x 4'O' HIGH POURED WITH 6 x 6 -W 1.4 x W 1.4 OF END. WALL - TYPICAL CONCRETE FOUNDATION WALL OVER COMPACTED GRANULAR BASE ON � O"x20" CONTIN. FOOTING S2 SECTION THROUGH HC BATHROOM A 3 114 = T-O" SIGN 12 ex1 1 5 1/2 +/- 2x8 ROOF RAFTERS @ I G' O.C. W/ 5/8' COX PLYWV, SHEATHING t ASPHALT ROOF SHINGLES FINISH CEILING WITH BEAD BOARDS o SIMILAR 51 MP50N H 2.5 HURRICANE CUPS @ EVERY RAFTER EXIST. GABLE WALL ALUMINUM GUTTER ON SOFFIT TO MATCH EXISTING ,,pme T.O. PLATE - - —IF.. WINDOW H.H. r existing (3)2X HEADER RIVER DINING ROOM b'-2'a5'-g' (OVERALL UNIT DIM.7 enGos existing SERIES 5GO0 FOLDUP + OUT INUNE, NO SILL SIDE PATIO INSTALLED ON TOP OF EXISTING BLUE STONE CAP N existing FIRST FLOOR of exi5ling i.0. PATIO III —III -III- 1— I —III— -III=1 EXISTING - TYPICAL: III —I 5 CONCRETE SLAB WITH CONCRETE BLOCK WALL WITH CULTURED STONE VENEER t BLUE STONE CAP U15T. FOUNDATION WALL "5TAMFCRETEFINISH ON CONTINUOUS CONC, FOOTING 10' DIA. CONCRETE 50NOTUBE5 ON CONCRETE 28" DIA. *BIG FOOD FTG, UNDER EACH STRUCTURAL P05T BOTTOMS TO BELOW FROST LINE EXISTING S1 SECTION THROUGH ENCLOSED SIDE PATIO 1/4" = 1' 0" v L ry J lJ J LL.S wCo 0 Q 0 U C F Ol m N J OCN Em 0z W 0 low CcQc C L ,Y i+ 0 /H g z La W IR J mix Q d F z a i W LL N LL LL O L N N 0 m O W a a a w C z d A Q o M co c LU D V # ti U W j a � DATE: 03/11/2023 SCALE: AS NOTED DRAWING #: A3-3 ZONING COMPLIANCE TABLE ,ZONING DISTRICT: B2 OVERLAY 'DISTRICTS: "R.O.A.D., VC-1 REQUIRED EXISTING PROPOSED MINIMUM LOT AREA 20,000 S.F. 42,075f S.F. 42,075f S.F. MINIMUM LOT FRONTAGE 125' 189.99' 189.99' MINIMUM BUILDING FRONT YARD SETBACK 30' 33.0't 33.0't MINIMUM BUILDING SIDE YARD SETBACK 25' 26.3't 15.2'f MINIMUM BUILDING REAR YARD SETBACK 20' 21.2f 11.7'f MAXIMUM BUILDING HEIGHT 35' --- --- V U COVERAGE MAXIMUM IMPERVIOUS VERA E % 70 0 67t% 6 9.9f% MAXIMUM `BUILDING COVERAGE 25% ' 13t% 16f% MINIMUM PARKING FRONT YARD SETBACK 20 28.2 f 2 8.2 f f FEMA FLOOD - - • — ZON E DISTRICT. , AE ELEV 11 DATED T T 7 16 2014. , PANEL #25001CO588 J REMOVE EX. PA VEMENT MVF i LOAM ANDSE ED x 193 S.F. GONCRE OUND 1 -FOUND & D' 1 • t fr o CALCULATIONS TI PARKING LA 0NS _. f P 1 , 1 _ 2 P 1 0 x y � 'LAND USE: H10 EATING AND DRINKING ESTABLISHMENT) SHMENT . .< to _.... ._�,.....170 SEATS/OCCUPANTS ® t SPACE/3 OCCUPANTS 57 SPACES o �\. Cq _ e A SIT _ 49 SPACES PARKING PROVIDED ON °s - wJ Cq AT 658 ROUTE 22 SPACES- W W "TOTAL PARK ING PROVIDED 8 c*► y�. SPACES PROVIDED 71 SPACES < , TOTAL PARKING � w - fi a SILT OX X COMPOST w w , e . s FILTER SOCK TYP. L R S K t- a a t DESIGN FLOW SEWAG E � 0 T LE 5 I .CRITERIA RESTAURANT IT , ( I � .: � K ' 4 79 261 $0 3 0 i Q . < < P $ t 1 a � 130 SEATS X 35 GPD SEAT _ 4,550 GPD EXISTING > 0 a 50 GPD PROPOSED w w S X 35 GPD .SEAT 5 9 a 170 SEAT .. , g I INSTALLED SOIL ABSORPTION SYSTEM CAPACITY 6 550 GP D a h . 1 0O, .,� �. .� . . < o 3 . a P x 2- s 1 s , ? a C P 5 2 - ti Z AV AA aWF # ONC a _ 1 a t , .IT Ln r , ai-INGf <a< � r4 e s ..3 x f _ <C STALL ITS TC SIN fl LTER AG a z \ r _ f e < < ».. • » < s �EXI I H E t _ dw > R2a, . t STONE BOUNDa b", %.ELECUND HELD � . PAD � z. WF #2 _.2. $ GENERATOR TO REMAIN �A _ PROPOSED 6 I E a �. OP $ x � � a `EMERGENCY EGRESS, .: _d- AXI : S CONC. 5 x5 LANDING f .. : '<Z� a � t �- &RAMP. , CATCH BAS TIE DOWNSPOUTS Mw.X.wrT��,• s.a INTO EXISTING SUBSURFACE 2 ie2 DRAINAGE TRENCH b h r ... � PROPOSED STONE WALKWAY 1 PROPOSED BUILDING _.. i �.. a EXPANSION TO o « 4 ENCLOSE EX: PATIO 1 a 996 S.F. > i 0 .,�.. PROPOSED BUILDING _ •a• � � �� P E G 0 w-" , t o EXPANSION OF , . � E P cr w, x �a �.. E <... _. .� ... EXISTING STONE �, � NE AND . .� r a < .�.. T R cr s �> TAKEOUT AREA _. t d ate, _ ,w J e � s. v � _ PIPE: DRAINAGE s �� s �a t _ I 113 S.F. e N �..d � � Y TE WITH w> �- S S M 2 x2<: > . e ".�w. w..-� PERF. PIPE FOR rn N P � n € DOWNS OUTS .AND r > ATIO.DRAINS > 3 < w x x d � h < m es � P 4 � t 7 $x EXtS' i leg a w BIT. .0 z � PROPOSED RAMP i a ; . f i0 , , 07� P 113t B.F. .�90. > a ,r 9 < g _ f - p 2 o 00 ,. Ri d i�7__ + CA T—"H BASIN .a W r J — a O w d1 w a ,.....�, CL F < .mwwnm 3 a� g + i 2 y d + „ 60 9 `�' N82 �. €-.:> PR Bey✓ i M.w W`� TEMPORARY TOWN OF 0� r a w� ��- �-"- ...� w "�" YARMOUTH EASEMENT FOR 0' R BRIDGE RECONSTRUCTION. =9 0. 0 � w. .w -� .. , L _ .. r� R=1 64?y QO<�: � w.. �< BOOK 31609-89 2 „»roe �" • _ ROUTE Os./ ♦ L PUBLIC VARIABLE WIDTH 1933 L. O. RESOURCE AR EA EA IMPACT TABLE — 0 50 BUFFER WETLAND AREA — 0± SF 50'-100' BUFFER WETLAND AREA — 0± SF 200' RIVERFRONT AREA 1.474f SF — TOTAL 954f SF - BUILDING 520f EGRESS RAMP AND WALK FEMA FLOOD ZONE (ENTIRE LOT IS IN FLOOD ZONE) — 2,313t SF (INCLUDING 588 S.F. OF 'BIT. REMOVAL) ram-- vLjj o aQ 28 (n CIO M o >c <_ m LOCUS MAP / NOT TO SCALE CERTIFY TO THE BEST OF MY PROFESSIONAL , KNOW EDGE INFORMATION L I ` AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE ASDETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. OF f A L G N T as �= KIERAN J. a - , HEALU, N0. 48135 rr 0 Si E R S�F 1/15/2023 KIERA , J. HEAL ` 9 PLS .DATE FOR THE BSC GROUP INC. C CAPTAIN PARKE R S PUB 668 ROUTE 28 IN WEST YARMOUTH MAS SAC H U S ETTS BARNSTABLE COUNTY SITE PLAN JANUARY 15, 2023 REVISIONS: NO. BATE DESC. PREPARED FOR: THE PARKER RIVER REALTY TRUST 121 MAYFLOWER TERRACE SOUTH YARMOUTH, MA 02664 offi BSC GROUP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 2023 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 FEET FILE: \\5008501\\2021 Captain Parkers Expansion\ DWG.:..8501-SP-1.dwg SHEET 1 OF 1 JOB. NO: 5-0085.01