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HomeMy WebLinkAbout0380 WEST MAIN STREET COUNTRY GARDENS ! J i I I 26I MAP 269 MA�S269 123 # 293 £ _ P OPOS D. SE R E NC. BLOCK RET. WA P TI S. 6HIGH MI _ v LO U 200.56' N1b A h 33,1 - 3 < 46. 44.7v�O L 41.1 J, P MAP 269 WEST t tk 33.2 61_ �, MqIH SI 1 � ' v ' �.d 41.1 r;��Q ��O 20• LON RET. WAS # 103 �o f TY IL N� 20' LONG RET. WALL a Q4 I . I - - -� 3\� + 39.0 P. ��W/ RA /\ 31.5 T.O.W. EL. 51.5 ( EXIST [� TO 46.0 END ((�}?f 40. PtDC• I t 40.6 4 0 W/ RAIL 4 4 f.6 PRQPOSEDDLL99U ILD1LfG- 9 9 TYP_ O 40.8 ��` 50' 1 OO' SLAB EL. ,�R00� YWELL 4 O GRAVEL/DIRT AREA 36.7 74.3' - - 0 -- -1-391 - - �1 GRAVEL/DIR AREA m 37 40 PAVED AREA --k ,5 I v 'k, 9.9 \ �7 ' O ;•- . 37.9 .c339.5 -.. ._ �97 .•9'6.. 839.0 7 38 3 - 3 .: W-5 LOCUS MAP <34.6 -!� M SCALE I" 2083' 34,8 �� 4.3 6 2 9 # Tel ASSESSORS MAP 269 PCL 52 6.6 ACRES T6.4 `® 4.8 PAVED AREAOWNER OF RECORD: COUNTRY GARDEN RE ALTY TRUST 380 WEST MAIN ST., HYANNIS, MA ExlsnNc MATERIAL BINS �- 3a,1 TITLE REFERENCE: DB 4662 PG 145 f } .....•. ., PLAN REF. 10/27/83 ANR PLAN BY BAXTER & NYE k m ZONING: HB - YARDS: 60/10%20% 307. BLDG COVERAGE RB YARDS: 20/10/10 34.6 `10' MIN.; SUM > 30' I OVERLAY DISTRICT: WP (50% IMPERV. 30% NAT. STATE) j r � FLOODZONE: ZONE CBARNSTABLE PANE L 8 JULY 2, 1992.: .. FIRE I E DISTRICT.. HYANNI S ... . .... . ..... .... TOTAL LOT AREA. 6.6 A R ESt I I 36 MAP 269... .I I I •' . •• . ,: . ... LEGEND 35.4 ( 6 9 EXISTING U SE. RETAIL GARDEN SHOP & AGRICULTURAL/HORTICULTURAL ICULT RAL HORTI CULTURAL ... . ._... . .... ... .. : : EXISTING CONTOUR PROPOSED USE RETAIL GARDEN SHOP & AGRICULTURAL HORTICULTURAL . .• +99.92 Exlsr: sPor ELEV. (NO CHANG ES IN USE PROPOSED i - 99 - PROPOSED CONTOUR THE PROPOSED STRUCTURE IS REPLACING SEVERAL EXISTING. HOOP HOUSES i AND IS INTENDED TO E I HOUSE TRACTORS, EQUIPMENT,. AND PROVIDE SHELTERED (98.4 PROPOS } D SPOT EL STORAGE AND WORKING SPACE FOR AGRICULTURAL HORTICULTRUAL ACTIVITIES. ref. MGL 4 - Oa sec. 3 USE ALLOWABLE BARN.` SEC 2 4. .: 3s I ! I d l ROOF DRYWELL NO WATER SERVICE OR SEPTIC FACILITIES REQUIRED f EQU RED OR P t CANNED FOR THER STRUCTURE , SLOPE OF GROUND I I EXIST. BUILDING FOOTPRINT= 19,713 SF 287,403 SF = 6.9% UTILITY POLE PROPOSED BUILDING FOOTPRINT= 24,713 287403 S.F.= 8.6% NOTE. BUILDING COVERAGE DOES NOT INCLUDE el FIRE HYDRANT HOOP HOUSES ANQ`OTHER TEMPORARY TYPE STRUCTURES. 38 NOTE: NOT ALL SYMBOLS MAY\ .3 APPEAR IN DRAWING � J rn OVERLAY DISTRICT. WP 50% IMPERV. 30% NAT. STATE) EXISTING IMPERVIOUS AREA. 117,713/287403 - 40.9% , #6 PROPOSED IMPERVIOUS AREA: 122.713/287403 = 42.7% 40 O PREVIOUSLY L DEVELOPED SITE. PROPOSED NATURAL STATE: NO CHANGE PROPOSED 0 OSED PARKING CAL CULATIONS:_5000 SF MAIN LEVEL + 2000 SF MEZZANINE 7000 SF G FA 70 00 SF 1 700 WAREHOUSING) - • ( / 10 SPACES REQUIRED: EXISTING GRAVE L PARKING AREAS TO _SIDES OF BUILDING ADEQUATE TO SERVE ANY PARKING DEMAND GENERATED ,BY THE NEW STRUCTURE. : I , MAP 9 M _ , s19 8 AP 69 # I ( I I Pe 3 _ I I 1 I • # 380 I 1 1 I I J AP 1 O I , I I L � GENERAL N OTES..Der ,ArL IN . , CE NTER I� ENT I I I AR ER a1.3 EA 7 S AP - . P D ROX U I - 1. THE LOCATION F E TO MATE I ( ON 0 EXISTING UNDERGROUND UTILITIES FRE ( I - L ES SHOWN ON THIS PIJW IS MI OUENT . F<CA7 APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE THE EXCAVATING ` • IONS I I E - TO Sr I I CONTRACTOR HA , SITE L,qy SHALL MAKE -THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE. OUT'. c,l � E -- - - t 888 3q4 7233 AND ANY OTHER L , � L � ) ER UTILITIES WHICH MAY HAVE CAB PIP R IPM LE. E 0 I EQU ENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.OCA IONS. I 2. ALL CONSTRUCTION MATERULS M- CO PONENTS AND METHODS EMPLOYED N+ OYEO 0 THIS PRO JECT WORK SHALL CONFORM _ 0 TO THE 'TOWN OF BARNSTASLE SUBOM I N R _ AND/OR S 0 REGULATIONS r : 0 THE MASSACHU__.,•_ _ _:._-- __ _, \/ , E SETTS DEPARTMENT / E RTMENT OF PUBLIC WORKS'STANDARD ' r.r SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED 1• P j 2e, D 0 RESENT. - 5 8 E TtCAL ATOM:IS."N O D GV 29 ,ASSUMED ' # FROM G.I.S. DATA 57 ; i 4 ' 'R F R ALL 00 RUNOFF 10 8 PIPED E P EO TO:SUBSURFACE LEACHING• ,. AS SHOWN I I ROOF DRAINS 6 4SOR 35 PVC AT 2% MIN PITCH i i - DESIGN - 5. OES G LOADING FOR 0 ALL PRECAST UNITS TO AASHTO H2O UNLESS .NOT • ED .. 6. S F Q THIS LAN IS OR PROPOSED WORK .ONLY AND IS NOT TO O i . BE USED FOR PROPERTY _LINE STAKING. i 7 • _ ALL STORM I S 0 M RUNOFF TO BE CONTAINED 1T �D ON SITE. PROVIDE VEGETATED SwAlES IN;y BUFFER`STRI , rPS AS REQUIRED TO ENSURE RUNOFF iS R AIN -ET ED - : 8 .4 , LOAM _SEED ALL DISTURBED y AREA T S NO PAVED. 9. COR COORDINATE E ANY UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. _ ., 1 T A 0 SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS. PEDESTRIANS, 39.4 NEIGHBORING OR NEl .. G G PREMISES. MAP 26 57 ;; 1. TO OGRAPHY ANQ DETAIL FROM SURVEY BY DOWN CAPE ENGINEERING 9/03 IN ADDITION # 49 AREA AND MAIN PARKING LOT. OTHER.AREAS AND ABUTTING PROPERTIESA G.I.S. DATA AN RE FROM TOWN 1.4 •. . . -., DARE APPROXIMATE. NOT ALL TEMPORARY STRUCTURES AND_DETAIL SHOWN. >, I i MA p -- • 20 RA EDFd C 5 b # AR - -Le8 ON LB268 3 H 20 OR EQUAL . ..... .. .. .. . MANHOLE . OLE FRAME AND COVERS `.LABEL RAIN'LABELED D R 0 I i 0 2 HO LES OtES N COVER _ O 6 LOAM SE 39111 do SEED DISTURBED AREAS TYP. ) : O THIS LAN APPROVED ED ON '_ 'O ADJUSTING BLOCKS H_20 RISER 4 MORTAR 2. ,. OR AR ALL:COMPONENTS 8 §U Qfi t s fiM 6 � H 4 ��0 �SC 0 PVC AT 7. MIN. LLOWI i 2 N®C ' tYF. ON DIfi10 t ) NQ, \ i FRO M ROOF DRAIN S TSTRUCTURE_ OP T EL LIS 0,. ED N PLAN 42. -, � 2 TYP ■ .............. .... . .00 ....... .•w.u..w.vdu!1 . 0 0 0 0 0 0 0 0 I O 0 0 0 0 000000000 000000000 O O O O O O O O 000000000 I .2 MN P EAST N o v o 0 0 O E 000000000 0000000000 k_ 000 00 0AND MI Q F2AFt 't 4 N AP � o000 0 S 0 0 0 0 6 a X �6 - o 0 0 0 � 4 - ao _ 000000000 3 00oFABR tC OVER STONE 0 E ' ` H 20 t 000000202 0 0 0 v 00 o r;, o000 0 a 0 0 0 o v 1 0 0 0000 ddd GA . 0 t a o 0 0 0 00.0 o v MAIN BUILDING Po 0 BU G ''tFA LEACH PIT LDI C� o 0 0., o 0 o 0 0 0 0 0 0 0 0 o 38d WEST M STREET o000o SHdR 000000000� E S EET ,. o 0 0 o EY OR EQUAL 0 0 0 R 0 0 0 o 0 0 0 0 0 0 nn x o O N COUNTRYGA E -� o 0 0 0 - -. ,: o 0 0 0 o000000000000000000 o O O O O O O O L' O OI 0 0 0 N 4 0 e v o 0 0 0 0 0 0 0 0 NO CHAN E FRONT CT N 1 F- a o G S 0 SE d OF S TE ' .. .;,, o a a a 0 0 0 o n � o o O _ a Y aaaaa o_ o 0 0 0 0 0 o 0 f aaoa o 0 0 0 0 0 0 00 o v o 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a 0 0 9 ".....� .8 , 4 - 3 _t _t I DOUB LE WASHED STONE 9.4 2 MIN. AROUND PIT do 6 UNDER PIT 6 _ r I I B.I 0 DRAIN SEC TION 9.6 4 g 40.8 41.I 41.3 4 . OF 1L t 4 NOT TO SCALE I. 40 `' MAP E 1 .9. 69 - S ' F P O EXISTING 'PA VED PARKING 39.2 X X i.g 39, a . ., . " ., rl 3 := i q la .h 38.9 0 •�. ,w 2 39. 6' 39. c 9 3 6 :20:0.31 2 6 MA 8 � O 269 OCT , �6 53 , , 7 2003 5 , 39.3 8 vl .: •. � _ ..� TOWN 7, A 38.7 BUILDING D -� I V < 39.1 3 : 8 t � 3 4 38.3 + 0 <' 38.1 37.9 F 38.6 .h: 7.50OF LAND IN / f =- IffANNIS T ; o , C COUNTRY _ GARDEN 1 SITE PLAN WEST ��T TDB T 40 0 40 80 120 Feet #380 .1.�, S MAIN STREET.)RGET. HYANNIS, MA SCALE: 1" = 40' PREPARED FOR: i AF.vEH. �y� DANIEL `t S*V*RALEI%ffxl, CORP. Au A. N � 01jA N OJAu► v ,�. #40980 DATE: 10-5-03 SCALE: 1" 40' \ Sf�sTER �, 3 \\\. 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