Loading...
HomeMy WebLinkAbout0135 MAIN STREET (HYANNIS) - Health (2) 135 MAIN STREET Hyannis A= 327 - 229 ,h 0 as t 66'-7 1/2" 00, r 30'-5 3/16" 36'-2 5/16" - E�: d - o Ri M I 64co - ET h I - .0, �. [1, 0., - i` 0 . Cl) o M � M- UPi i i i i i u• ii o_'a "o i � - a i� n Basement 5'-0" NORTH No. Description Date 77— 135 MAIN STREET 1 11/17/16 Basement Plan SWDD ARCHITECTS Project number 16001 Date NOVEMBER 9, 2016 S R—AO < SULLIVANJJ140@COMCAST.NET HYAN N I S, MA. 02601 ,' Drawn by ��s v C r Checked by JJS Scale 1/8"= 1'-0" \I I/ j \ ZZ 57 FRI = _ F L 7 A. 24 5 l 71 4 11 3/4 - 11111dillITT11111 111h1111111 15 - 1 9/16 14 5! ilk III I' I I 1 SPR-A5 .. SPR 6 �I I - M I - =- _ co to I i I II I I I III) _ - I " - I z - - o SPR-A7 l' 29 -8 3/4 i/ �36 - 9 1/4" /I \� NORTH 1 First Flo _ 1/8' = 1'-011 No.. Description Date 135 MAIN STREET 1 SITE PLAN REVIEW 11/17/16 First Floor SWDD ARCHITECTS ` Project number 16001 i HYAN N I S MA. 0� Date NOVEAuthor ER 9, 2016 SPR—A 1 SULLIVANJJ140@COMCAST.NET , 601 Drawn by AuthorIc Checked by Checker Scale SPR-A4 66'-6" 10, 1 30'-4 36' -2" LO CD v - CV Y1NGIMI1=G --- EQRG M ZZ �= w SPR-A6 Cl - -_ — 0 SPR 5 M MD - 0 — p - 0 0 �/JD ra- V`-M- LO LL Ln w - - _ - Cn — w -- - - -- _- pEED �T- E MGM - - o o- - — - -- - _ - - _ _ —- - - - IL zo 1 SPR-A7 29'-8 3/4" 36'- 9 1/4" 66'-6" NORTH n Second Floor 13 5 MAIN STREET No. Description Date 1 Revision 1 Date 1 Second Floor Plan SWDD ARCHITECTS 1 SITE PLAN REVIEW 11/17/16 Project number 16001 r HYAN N I S MA. O Date NOVEMBER 9, 2016 SPR-A2 2601 ` SULLIVANJJ140@COMCAST.NET , Drawn by Author Checked by Checker Scale 1/8"= V-0" SPR-A4 66'-6 5/16" 1 30'-4" 36'-2 5/16" Of- 111- 1" 8'-0' 11'-3" 6'-5 5/16" 22'-4 7/32" 7'-4 25/32" ----=--- -- =- 00 (O M co <O �W © — - --_----- _ SPR-A6 1 0 `� - -- - -- _ - - 1 SPR-A5 ao _ co 00 _ _ REF.- l l_DW-o o W/D ti - - — -o TC-: - - - - OO __ — -- -- -- -_— — - - N LO m-gm--i o� LL - _ — 56 Lip00 fV I I I I I I I I I I I 3 - — 1 A13 6'-2 3/4" Third Floor SPR-A7 1 NORTH No. Description Date WDD ARCHITECTS 135 MAIN STREET 1 SITE PLAN REVIEW 11/17/16 ATTIC/Third Floor Plan � S Project number 16001 C Date NOVEMBER 9, 2016 SPR-A3 SULLIVANJJ140@COMCAST.NET HYAN N I S, MA. 02601 Drawn by Author Checked by Checker Scale 1/8" 4 1 y�N�OUG Fi Rp yl COVER W 2"PEASTUNE OR FILTER FABRIC C.I. FRAME & Cl GRATE MANHOLE 1.00 ID RIM EL 25.95 HDPE CORRUGATED �� v 0.67 1" DIA VENT & PERFORATED Cl FRAME & 0.67 C.I. MANHOLE RIM EL DRAINAGE PIPE MANHOLE d s� 23.57 OR EQUIVALENT 2 PEASTONE COVERED MAIN � 26.00 O.C. WITH 10 MIL VI N YL Q 3 W 2.38f 2.38f J r 2.38f 6.83 6.67 1.00 ID6.67 LOCUS 6.00 LOO 2.00. 1.00 3.58 H PE CORRUGATED 0.50 DRAINAGE PIPE 11 R EQUIVALENT GENERAL NOTES 1) CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES. CONTACT DIG-SAFE AND LOCAL WATER DEPARTMENT 3 BUSINESS x 2'W x 3'H x 161 TRENCH DAYS BEFORE BEGINNING CONSTRUCTION. BETWEEN LEACHING BASINS 2) CONTRACTOR RESPONSIBLE FOR OBTAINING ADEQUATE 6.00 6.00 6.00 HORIZONTAL AND VERTICAL CONTROL. ' 3/4" - 1 1/2" 10.00 3/4" - 1 1/2" 3) UNLESS OTHERWISE SPECIFIED, EXISTING AND FINAL GRADES SHALL WASHED STONE WA`..IED STONE. REMAIN ESSENTIALLY UNCHANGED. SEDIMENT & LEACHING BASINS AND TRENCH LEACHING BASIN FOR ROOF 4) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH GREASE TRAP DEEDED OR ZONING RESTRICTIONS AND/OR REGULATIONS. (SCB-1000-H-20 (LCB-1000-H-20 (LCB-1000-H-10 OWNER/APPLICANT MUST OBTAIN SUCH DETERMINATION FROM 1000 GAL. SOLID CATCH BASIN 1000 GAL. LEACHING 1000 GAL. LEACHING APPROPRIATE AUTHORITY. CATCH BASIN, CATCH BASIN ON 6" SOLID PAD 5) 48 HOUR NOTICE IS REQUIRED FOR ANY INSPECTION OR W/C.I. GRATE & FRAME AT ONE W/ C.I. MANHOLE W/ C.I. MANHOLE) CERTIFICATION REQUIRED. ELEVATIONS SHOW ON SITE PLAN) & FRAME NTS 6) SITE LIES WITHIN FLOOD ZONE X NOT FLOOD HAZARD AREA) 7) SITE SHOWN ON ZONING MAP SHEET 3 OF 7, INSERT B3, AS DRAINAGE DETAILS DISTRICT RB, OVERLAY MS AND AP 8) KEEP AN APPROVED COPY OF THIS PLAN ON JOB SITE DURING , CONSTRUCTION. v E �R ` ` S o .�o AM I Sr 7.50� „, 1 BIT. CONC. TOP COURSE EXTENDED OVER EXISTING ' = IR 1 PAVEMENT "PARK .SQUARE„ „PARK SQUARE" 3; 2" BIT. CONC. BINDER MATCHED GRADE TO ' EXISTING PAVEMENT No SIDEWALK 6 9' ���ANT SIG!' ' 2 2 COMPACTED PROCESSED STONE WALK .9 T 1 CO 0$'Fj6 2 1 H GONG SIDE DEED 1 HYORAN 3 1 NOROM34 PLC l �, LT BM TOP CB S I 31 �Og,g6 20.34 ' - L 30. 67' 69� NTS PAVING DETAILS, NTS ,� NOR. MAP. ,9 67. $ 16 __ oP. SIGN EED AR 17070 SFf ZONING REQUIREMENTS MEDICAL SERVICES EMAINING 16802 SF± 14" OR. M ' METRIC REQUIRED PROPOSED DEED AREA 17070 SFf ' / g5 MINIMUM LOT AREA 10,000 SF 16,802 SF ` 14" OR. MAP. 57 4 MINIMUM LOT FRONTAGE 50 FT 272.66 FT .g5 REMAINING 16802 SFf 30.35 2& SSM 57 4 PROPOSED LEYLAND o 7'109+36 69 MINIMUM FRONT YARD 20 FT 30.35 FT 30.35 28 0 10 SSM CYPRUS 6 PLCS z ITA MINIMUM REAR YARD 10 FT NA(2 FRONTS) O 4T 9+36•69 0 MINIMUM SIDE YARD 10 FT 11.67 FT z TA 0 12" W., cn MAXIMIM n cn 5g oZ; o 30 12" W. STORIES BUILDING HEIG 38 FT 35 FT 31 IN 11.67 c� 1 mn MAXIMIM LOT COVERAC- 807 169 .5 BIRCH CL STER m y' 1 r 2g.86 REMO D 1 TOP OF O D rn PARKING SGr '"DUCE 1 PEr' . 1 O D T R. FOlUNDATION D 02 8 BED+�r.r F{ x 1.2 t 4 �R .: 9.6 SPACES ' 5.64 � , ' 1 30�.DO 'N D � ^ES RF� 1 SPACE TOP OF BRICK 02 MA . 2626 SF OSED E D FOUNDATION D GROSS AREA R ESE m 2626 =� S FL a NOR. 30.26 15 �, 02 FOUNDATION ELE OSED G S G WATER GATE Z m 2 0. 'NITS x lNIT 2 t7 r a, -TRIG T� , ^ x GF/ _ >.75 SPACE: rn MAP. .02 H R. AP. Z TER GATE - r V J P GO=G 6' 1 _ J ) c� REMO 6.1 WA Z ('ri �N; W T07A' E 11RED 21.35 SPACES a _ U) W .-W O SPA( , f )VIDED 18 Y d 27. -8 Z TRF:_: REQUIREMENTS 00 0 W m Z Co m 27.17 D 1 _i RLE/30 FT FRONT; ", ;; .272.66 FT =10 TREES m 43.18 l o z Q n 4 EXIST - _ -� 12.1 DIRECTE Doo LOCA 10 26'2 1 PROPOSED n 26.2 _ TYP APPROX WE . , (n 10 TOTAL � LQG R 00 mn 1 EXISTING 6 � VARIANCES FROM PARKING REQUIREMENTS REQUESTED pppRR .Q ' D� y Q 21.35 REQUIRED, 18 PROVIDED (17 EXISTING), VARIANCE 3.35 SPACES CA EXPSTONG 6 bbb -�� � � �5� c C_ O 0 TO COLLECT 30 �6- -� `� CHM RK C (T'� O SOUTH SIDE BUFFER: 10' REQUIRED, 2' EXISTING, RETAINED, VARIANCE 8' •0 L O LEWIS BAY ROAD: 25' FRONT SETBACK REQUIRED, 0' PROPOSED (0 $6 14 * _ O )OWNSPOUTS, p IL SE z Z � z Z � DELIVER TO � � -. �., E 17 O 18 c� � D EXISTING) VARIANCE 2.5' 0 11 n 0' D I A x 6'H m �" 15 16 I m m 5.84 .60 CHING BASIN p �' I 1 14 p BEN HMA ' SEE DETAIL 0 11 1 0 q �, NAIL SET 10.00 10 0 i 6 26.60 DUMPSTER ON �1 2 .gz p m " 12.69 go .92 CONCRETE PAD N 12.00 ,Z } (!� ,,, W/STOCKADE N o FENCE m 81.35 ® 1 0 v v 26.1 AI$ OWNER $m 25.9 y m 30 24.o0 2$ j RICHARD L. SULUVAN 28 2 < o `^ 30 19.00 N Z. 8 MONADNOCK RD. ABAN ON LEACH e. TYP " WELLESLE HILLS MA 02148 CA BASIN n cn 9.0 8 9 � 9 �, m TYP s � O26 0 .7 � m 29 TYP 6 `'J' O26 0 7 9 3 O 19.00 .5 AGENTS RPLICANT O E� 28 tMES .> LLIVAN, JR. AIA 271 O .25 Il crs 9. 1 O O EE 28 65 1 D O 65 10 .�� m SS LANDSCAPED ¢� ,�'1 V) )($ IN UTILITY ISLAND ' DD a "f m ' LINE LANDSCAPED 1 � PARKER R�. ING pGE BC PARKING ABUTTING Y. aeurr UTILITY E aTON, :� Q21.32 PARKING ISLAND I EDGE BC ' S! T' ! PROPOSED SITE PLANLOCH'TON: 1 5 MA! STREET, HYANNIS MA. OEM 3271229 � t A 2915019i 0imEll RICHARD L. SULLIVAN EXISTING CONDITIONS ,. vr 1 0 ram"' ' SHEET 1 OF 1OAN SCALE 1 20 DAN A. SPEAKMAN CONSTRUCTION „ { LAND SURVEYING & TITLE V ENGINEERING DIV. r, x A r 15 SPEAK WAY, N. HAR WlCH, MA •; ,; 5OR-432-55135