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HomeMy WebLinkAboutDecision 3933 - Site PlanD — D — D -- D GRANITE CURB '1" UPL APPROX. LOCATION EXISTING INFILTRATION TRENCHES EXISTING "YARMOUTH RESORT" MOTEL 2 STORY WOOD BUILDING PLANNING BOARD APPROVAL CONDITIONS 1. THE BUILDING'S FRONT FACADE WILL BE CLAD IN VINYL CLAPBOARD. THE SIDE AND REAR FACADES WILL BE CLAD IN VINYL SHINGLE THAT CLOSELY RESEMBLES NATURAL CEDAR SHINGLE. 2. THE ROOFS TO BE CLAD ENTIRELY IN A 3—DIMENSIONAL ARCHITECTURAL ASPHALT SHINGLE I A COLOR CLOSELY RESEMBLING NATURAL WOOD ROOF SHINGLES. 3. THE BUILDING'S DESIGN WILL BE AS SHOWN ON A SET OF 4 PLANS BY OLSON DESIGN ASSOCIATES, 20 BARNSTABLE ROAD, HYANNIS, MA., DATED OCTOBER 14, 2004 AND LABELED DRAWING NUMBERS A-1, A-2, A-3, AND A-4. EACH PLAN IS ALSO ENTITLED "PROPOSED OFFICE BUILDING, 343 MAIN STREET—RTE 28, WEST YARMOUTH, MA BUILDING", "OPTIONAL ELEVATIONS." OF THE TWO ALTERNATIVE DESIGNS SHOWN ON THE PIANS, THE PLANNING BOARD APPROVED THAT DESIGN SHOWING A 12 FOOT WIDE "WIDOWS WALK" STRUCTURE/RAILED PLATFORM ON THE ROOF. CB 4. THE EXISTING ROUTE 28 CURB CUT ACCESSING THE SITE SHALL BE ABANDONED AND FRONT BUFFER TREES PLACED SO AS TO MAKE THE USE OF THAT MCURB CUT IMPOSSIBLE. 5. PARKING LOT LIGHTING SHALL BE LOW, DOWNWARD FACING, AND DESIGNED TO KEEP ILLUMINATION WITHIN THE PROPERTY LINES. 6. NO SIGNS WILL BE MOUNTED ON THE BUILDING, WITH THE EXCEPTION OF DIRECTORY SIGNS MOUNTED AT THE 2 ENTRANCES. A FREE-STANDING BUILDING SIGN OF CARVED WOOD SHALL BE USED, AS SHOWN ON A DRAWING BY PLYMOUTH SIGN CO. LABELED "36"x72" SIGN WITH 6"x8" FLUTED POSTS, 5"01" TENANT SLATS," ATTACHED TO THIS DECISION. THE FREE-STANDING SIGN WILL BE EXTERNALLY LIT FROM THE GROUND, SHALL BE INSTALLED NO CLOSER TO THE DRIVEWAY THAN THE CENTER OF THE BUILDING, AND BE CONFORMING TO ZONING BYLAW SECTION 303.4.5.2. PROPOSED 2" HDPE WATER ROUTE E 28 SERVICE TO TIE IN TO EXISTING TOWN WATER MAIN (STATE HIGHWAY — VARIABLE WIDTH) PROPOSED 20 CURB STOP W1 VALVE Box BENCHMARK: HYDRANT FLANGE BOLT CLOSEST THE STR ET ELEVA N 14 62 EXISTING 0 D —L D — D D -- C— D D D — D D D (WGVD 1929 D D u — D-eb4RB- OJT — D — D — D EXISTi1G CB GRANITE CURB 219.13' RIM=115- - S 7028'00" E 265.55' �� • — --- --- _ _ _ ❑ ❑ ❑ o ❑ i— A rt POS AND RAIL FENCE / .1 165 1= 20 (iY�P PROPOSED PUMPrCHAMBER— 2000 20' BUROAFFER 011 13x4 `SNF ; j COD BERM , S SMH MATCH EX. OADE _ o ! .•y0 `� S CONC. 13x3 PAD �'/ 1 / / J / ONE L 13x6 1: _O 13x4 u 2x i yf E 7 4 1-1 O o / COPS ! — % / r / 13x1 12x �° PIFf�POSED IT OF CLEtlN6 / 13 SOP OF y PROPOSED t3' HIGH -< �//// SED HA`ALES �o�AA'� /-��'"f�/pWP VERSA-LOK RETAINING WALL \, _\ �` �.�jij �- AND SILT FENCI"" ppSp1 L_L PAVERS (TYP)VIOU , �? a ,�QO.� / 3,2501 S.F. ACCESA l / I /�4 �0 5 \ UTILITY EASEMENT �/ /gyp > y % BVW #16 © \irk PROPOSED 8'x10' \CONC. DUMPSTERJR�� 7 BVW #17 PAD, ELEV= 12.1 CONC./ / / I, / / %�. BVW X14 COASTAL BAN _ PROPOSED 6'H \I f f / / \ FENCE \ \ AREA OF PAD 1 �m + �i / BVyyg 1 \END OF GUARDRAIL 12}P `\ �I / I C / / // / I'll WETLANDS - I /r.R `� ! I /r/\r ��pl� O \ 35'BNO UFFER ILL `\` 2 c� I �r / I r 4 + l/ J �QG ry \ �/\/ , PERS a I DMH f DMH . I I J 1 7 I /�yyy 3 \ RMOPOS$D CB 2 ` PA\ x I 1 I TB 1 oI f \I rl ¢1 JI QI I DMH I MH I I MH I 0 I I orn}� I I I I I I I OI I I MH I I 0 I I I MH I I I I II DMH I I �oI / AL EWW #19 � �llV.= 9.3 I PARCEL "B-2" PROP�SEB-.f3' HIGH 4 I I 1 I j /,/� ` 54,426±S.F. UPLAND VERSA-LOK RETANING WALL I 11 Z ' 22,710±S.F. WETLAND �71 I1 }�, 77,136±S.F. TOTAL I N F D ANITUMIN S PAVEMENT 1.77fACRES TOTAL YARMOUTH RESORT, LLC. BE SOV [ d. { ASSESSORS MAP 30 AND SE / BVw #12 -`PORTION OF PARCEL 22 O DMH \ 1 �� \ BVW X2 W 0 / B VW #212 BVIN 023 B AL n ` / BVw X11 VW #21 IMH AL ALV � 11 CB \I f AL MH BVW #10 All (Ih 0 \ CB \ AL AL DMH I ! / I 7 BVW X19 N5712'37" ly TIR #3 \ I\ \C� \! \ f /f 111( TRA SECT / PARCEL "A-2" 237.02' BITUMINOUS PA MENT I \ �I Z \ \ `\� , �\ 7R #31 �#2 157,854±S.F. UPLAND l \S \ \ +\• /\ l / -/ 26,343±S.F. WETLAND 184,197±S.F. TOTAL QMH MH I� '' \ \ �1k �\ y 4.23±ACRES. TOTAL • j �� �r\\ \ i / • /` (67.5% IMPERVIOUS COVERAGE) / \ ` (24.9% BUILDING COVERAGE) \ 1 \yo ro OUTH PLANNING BOARD REF. #2004-1 HIGH POINT IN ROAD ELEV 14.9 84.74' S 70'28'00 E N/F CAPE COD CHILD DEV. PROCiAM INC. ASSESSORS MAP 30 PARCEL 21 10' MIN PROPERTY LINE BUFFER CONNECT ROOF DRAIN - --TO CULTEC CHAMBERS ib Co ri 3 ,00 \ 0 0 !n Cl) END OF GUARDRAIL PROPOSED WOODEN GUARD RAIL, POSTS 8' O.C. SEE DETAIL _---- PROPOSED LIMIT OF CLEARING \ PROPOSED HAYBALES \ 1707 o AND SILT FENCE `1 42'1 LOCUS LOCUS NOT TO SCALE LEGEND EXISTING PROPOSED SPOT ELEVATION 98x5 C. B. 0 CATCH BASIN/ YARD DRAIN DMH O DRAINAGE MANHOLE SMH OO SEWER MANHOLE TMH ® TELEPHONE MANHOLE UPL-)6 UTILITY POLE / LIGHT — OHW — GfERHEAD ELECTRIC LINE —G— GAS LINE av N GAS GATE ',VG ® WATER GATE — W— WATER LINE —W- - S — W—S— SEWER LINE S DRAIN UNE -99 - - CONTOURS -n ROOF DRAIN----RB-- PAVED BIT. CONC. PERVIOUS PAVERS AAYBALES/SILT FENCE Q BUILDING LIGHT LIMIT OF CLEARING �yyyy> 3" TREE TRAFFIC FLOW o BUILDING LIGHT , # PARKING SPACES O P)RKING SUMMARY BUIDING FLOOR AREA : 9,648 S.F. OCCUPANCY : 88 PEOPLE 1 SPA(/ 2 OCCUPANTS = 44 SPACES REQUIRED 44 PROVIDED 10'x18' (W/ 2.5' OVERHANG) L(CUS INFORMATION CURRJT OWNER: YARMOUTH RESORT, LLC. TITLE EFERENCE: BOOK 13848 PAGE 292 PLAN EFERENCE: BOOK 368 PAGE 22 ASSE ORS MAP: 30 PARCEL: 22 OVERL) DISTRICT. NOT IN A ZONE II DISTRICT ZONIr DISTRICT- B-2 SETBACKS: FRONT 30' SIDE 25' REAR 20' RONTAGE: 125' MINIMULOT SIZE: 20,000 S.F. EXISTINLOT SIZE: 77,136± S.F. PROPOSED BUILDINGOVERAGE: 4896± 9.0% (OF UPLAND) PROPOSED SITEOVERAGE: 28,800± S.F. ±55.5% (OF UPLAND) ONE 3" TREE Z 8 CARS HA FLOOD A-9 (ELEV. 10) AS SHOWN ON ZC DISTRICT: COMMUNITY PANEL 250015 0005 D REVISED JULY 2, 1992 S DAVID J. CRISPIN CML 9 ZY o PROFE SIGNAL ENGINEER DATE SITE PLAN 3� f #343 MAIN STREET ROUTE 28 IN YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SEPTEMBER 23, 2004 1 11/19/041ADDED YARMOUTH PLANNING I ' I IBOARD APPROVAL CONDITIONS PREPARED FOR: JACK HYNES C/O THE IRISH VILLAGE 512 MAIN STREET (ROUTE 28) WEST YARMOUTH, MA 02673 BSC GROup 657 Main Street, Unit 6 W. Yarmouth Massachusetts 02673 508 778 8919 © 2004 The BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 ren FILE: SVY\8364-SP DWG. NO: 5385.02 JOB. NO: 4-8364.00 1SHEET 1 OF 3