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Home My WebLink About8 Strawberry Lane - Site Plan 2ASSESSORS MAP 122 PCL 81 DEED REFERENCE: DB 3044 PAGE 262 ZONING DISTRICT: R-40 SETBACKS: 30' FRONT, 20' SIDE, 20' REAR MAX BUILDING COVERAGE: 25% FIAODZONE: C LOT SIZE: 20,006 SFt (0.67AC.t) NOT IN APD DISTRICT EXISTING USE: Al SINGLE FAMILY DWELLING PROPOSED USE: Al USE AND P9 MUSEUM USE LEGAL: PAUL C. WIGHTMAN, ESQ. 3267 MAIN STREET P.O.B. 1048 BARNSTABLE, MA 02630 PH. 1-508-362-1900 FAX 1-5DB-362-7912 TH1 DATE: 4/3/96 PERFORMED BY: PON CADILLAC, PLS WITNESSED BY: AML' VON HONE RS BOH PERC RATE: <2MIN/IN IN C2 ASSMD. DEPTH ELEVATION 0" 30" PERCHED WATER 60" TABLE SEASONAL ONLY 84" NO ADJUSTMENT REQ. C2 LAYER COARSE SAND 7.5YR 6/6 41.6 39.1 36.6 34.6 132" 1 1-30.6 NO WATER FOUND BELOW SOIL LOG PERCHED LAYER NOT TO SCALE 2'-10" 26" MARSH Le BARON, BROCKTON. MA I !1 ROSE ~ LOCUS MODEL: LT 105 RO TE 6A G ` I WEIGHT: 0 �• Z TY. ICAL 3 �4,�p COVER UTILITY POLE N f SCALE: 3/4" = 1'-0' _ Cs LABEL SEWER OR DRAIN AS APPROPRIATE RR TR4CKS i 32' THE EDWARD GOREY HOUSE" - T.O.F. - 43.0 430 `! O i r 42 EXISTING CONTOUR X X EXISTING FENCE 41 LOCUS MAP + 47.5 SPOT GRADE SCALE 1" = 2083' l ASSESSORS MAP 122 PCL 81 DEED REFERENCE: DB 3044 PAGE 262 ZONING DISTRICT: R-40 SETBACKS: 30' FRONT, 20' SIDE, 20' REAR MAX BUILDING COVERAGE: 25% FIAODZONE: C LOT SIZE: 20,006 SFt (0.67AC.t) NOT IN APD DISTRICT EXISTING USE: Al SINGLE FAMILY DWELLING PROPOSED USE: Al USE AND P9 MUSEUM USE LEGAL: PAUL C. WIGHTMAN, ESQ. 3267 MAIN STREET P.O.B. 1048 BARNSTABLE, MA 02630 PH. 1-508-362-1900 FAX 1-5DB-362-7912 TH1 DATE: 4/3/96 PERFORMED BY: PON CADILLAC, PLS WITNESSED BY: AML' VON HONE RS BOH PERC RATE: <2MIN/IN IN C2 ASSMD. DEPTH ELEVATION 0" 30" PERCHED WATER 60" TABLE SEASONAL ONLY 84" NO ADJUSTMENT REQ. C2 LAYER COARSE SAND 7.5YR 6/6 41.6 39.1 36.6 34.6 132" 1 1-30.6 NO WATER FOUND BELOW SOIL LOG PERCHED LAYER NOT TO SCALE 2'-10" 26" I� D-10001100 C.'. i000❑❑0 C '❑000^0❑ ❑ 01'1 ❑00 ❑000❑❑❑0 ❑CEJ❑❑❑❑❑ LEGEND II MANUF. Le BARON, BROCKTON. MA I; +,NATER CATE -W_ MODEL: LT 105 HYDRANT ` I WEIGHT: 430 LBS TY. ICAL ACCESS COVER UTILITY POLE SCALE: 3/4" = 1'-0' _ 2 STORY WOODFRAME DWELLING LABEL SEWER OR DRAIN AS APPROPRIATE , one 32' THE EDWARD GOREY HOUSE" - T.O.F. - 43.0 430 `! O 24' 42 EXISTING CONTOUR I� D-10001100 C.'. i000❑❑0 C '❑000^0❑ ❑ 01'1 ❑00 ❑000❑❑❑0 ❑CEJ❑❑❑❑❑ LEGEND II (i SEPTIC MANHOLE 'I i� I; +,NATER CATE -W_ it WATER LINE ,S,Y� HYDRANT ` I PROP. LIGHT g� t 0-0 PROPOSED SIGN ,f UTILITY POLE PROPOSED HCP SIGN V 2 STORY WOODFRAME DWELLING , one PROPOSED LEACHING PIT THE EDWARD GOREY HOUSE" T T.O.F. - 43.0 430 `! O PROPOSED CATCH BAS'N 42 EXISTING CONTOUR X X EXISTING FENCE 41 I TELEPHONE RISER + 47.5 SPOT GRADE TH1 l SOIL TEST HOLE off 508-362-4541 1F fax 508 362-9880 down cope engineering, in c. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 01-070 - - FRAME AND GRATE SCALE: 3/4" = 1'-0" MINIMUM WEIGHT: 388 LBS. H-20 RATED LEBARON OR EQUAL ya. PROPOSED H-20 F&G HEAVY DUTY H-20 COVER 2•X 2' GRATE (TYP.) LABELED "DRAIN" SEE DETAIL DRILL 2) 1"0 HOLES IN COVER RIM EL 40.30 SEE PAVEMENT CROSS SECTION FFJ COMPACT &ACKFlLL IN G el. 36.0 H-20 LIFTS (TYP. ALL DRAINAGE) DRILL (2) I'm PRECAST MIRAFI 140N FABRIC OVER MORTAR ALL COMPONENTS HOLES H-20 RISERS REPLACE (TYP.) �.,12"m HDPE AS REQ. SILT LOAM 3" MIN. PEASTONE ADS N-12 OR EQ. TYP. WITH COMPACTED ' SAND BACKFILL 2.0' EL 34.6 120. 'IPE I P ,3SED ELBOW 2.0'JEQ STRUCTURE TO BE SET IN I''j Ci. ION PRECAST I COARSE SAND LAYER. H-20-t:ATCH BASIN ct 1 NOTIFY ENGINEER IF SOILS 4 '• DIFFER FROM SOIL LOG. 6`0X(;' -f, 20 DR SOU , I ! 13ASa I -2D 011EOUALJ.'_JfI ': 10I,7CTIONAL PLATE i" 6'OX6LP1000: WASHED STONE (TYP.) s, _..._.... 8" WASHED STONE UNDERNEATH 4' MIN AROUND PIT STRUCTURE DRAINAGE CROSS SECTION SEPTIC REVIEW: THE EXISTING SEPTIC SYSTEM IS DESIGNED TO ACCOMMODATE A Ll( V OF 584 GALLONS PER DAY, BASED ON A 2 MIN. PER INCH PERC. RATE 4 BEDROOM DWELLING UNFT 440 GPU MUSEUM (RETAIL TYPE FLOW) 1903 SF (50/1000) 95 GPD 535 GPD OE31G FLOW UTILIZE EXISTING 584 GPD CAPR.CTTY SEPTIC SYSTEM (SEE PLANS ON FILE WITH THE HEAL"r-H DEPARTMENT) i BENCHMARK - HYDRANT ON ILII TAG BOLT EL = 42.655 (ASSMD) Y 0. 70 " Ao �ZZ 4RT O r a 7. Z 4 zr 7c = G Z >< I c1 ✓40, .40. 4 r 0.4 02 PROPOSED EXTERNALLY UT FREE STANDING SIGN RETAIN EXISTING VEGETATNE SCREENING I N &G I o (4 0 0 40.2 X MAP 122 PCL 80 NOT TO SCALE PARKING CALCULATIONS: 1 DWELLING UNIT (2 SPACES/UNIT) 2.0 SPACES MUSEUM GUESTS- 12 PERSONS MAX. (1/3) 4.0 SPACES 6.0 SPACES REQUIRED 6.0 SPACES PROVIDED 521 CMR: 1 ACCESSIBLE SPACE REQUIRED ONE VAN ACCESSIBLE SPACE PROVIDED 51.2 320. 1:12 HCP RAMP H-10'- �. J 10 GAL o rr w H 10 P/C - J + 53.6 41 PROPOSED IK RACK 8.0' PRO SED PAVED PARK[ AREA F&C NOTE: F7L. 40.30 V11 PER 30 .4.4 + 52.z EXEM 0 p0 JO.%Q' + 49.3 C g + 48,6 .3.5 / X X---.-Ft3.5 Rf 41.4 X X--*�-e-. MAP 122 PCL 82 MAP 122 PCL 83.2 SITE DLAN �E 20 0 :0 40 60 Feet 48 + 55.0 12" X 3" 1" TOPCOAT MASS DPW CC13ERM / TYPE 11 12" PROCESSED GRAVEL 6" LOAM &SEED MDW 1.03.1 NIB. ROLLER COMPACTED ALL DISTURBEDAREAS \;REMOVE:TOMP & SUBSOIL COMPACT SUBBASE MR) NOTE: ALL FILL TO BE CLEAN SAND &GRAVEL COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY WITH VIBRATORY ROLLER. PAVEMENT CROSS SECTION R NOT TO SCALE + 53.4 + 54.9 CON( LILY POND t7 nY ti +55.1 GEN EBAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PIAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ANY SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGV029 ASSUMED FROM QUAD 4. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 4/01. 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY OWNERS ENGINEEF AND PERMISSION OBTAINED. i 10. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. jt 52.9 + 532 MAP 122 PCL 82 + 51.4 G9lT// E� h + so.e OF LAND IN VARNOUTHPORT, ,. M DRAFTER: DAO/ASL DATE: 11-19-01 CHKD BY: AHO DATE SCALE 1" = 20' 01-070HIGHLAND.DWG 01-070 SHEET 1 OF 1 y - \ BARN 43 ..3 51.1 a1.0 g� + 44.1 ..., EXISTING 6.3 V 2 STORY WOODFRAME DWELLING GAR. THE EDWARD GOREY HOUSE" MAP 1 CL 81 T.O.F. - 43.0 430 ; 52 51.1 T AREA I L / 29,006 +Fjj --__J l 0. t ACRES / + +4 7 + 53.1 + 53.5 PROPOSED HCP RAM W/RAILS CODE/ >: SEPTIC LEACHIN FIELDFISH CONEXISTING G POND 1:12 HCP RAMP H-10'- �. J 10 GAL o rr w H 10 P/C - J + 53.6 41 PROPOSED IK RACK 8.0' PRO SED PAVED PARK[ AREA F&C NOTE: F7L. 40.30 V11 PER 30 .4.4 + 52.z EXEM 0 p0 JO.%Q' + 49.3 C g + 48,6 .3.5 / X X---.-Ft3.5 Rf 41.4 X X--*�-e-. MAP 122 PCL 82 MAP 122 PCL 83.2 SITE DLAN �E 20 0 :0 40 60 Feet 48 + 55.0 12" X 3" 1" TOPCOAT MASS DPW CC13ERM / TYPE 11 12" PROCESSED GRAVEL 6" LOAM &SEED MDW 1.03.1 NIB. ROLLER COMPACTED ALL DISTURBEDAREAS \;REMOVE:TOMP & SUBSOIL COMPACT SUBBASE MR) NOTE: ALL FILL TO BE CLEAN SAND &GRAVEL COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY WITH VIBRATORY ROLLER. PAVEMENT CROSS SECTION R NOT TO SCALE + 53.4 + 54.9 CON( LILY POND t7 nY ti +55.1 GEN EBAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PIAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ANY SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS. 3. VERTICAL DATUM IS NGV029 ASSUMED FROM QUAD 4. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 4/01. 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE STAKING. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY OWNERS ENGINEEF AND PERMISSION OBTAINED. i 10. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. jt 52.9 + 532 MAP 122 PCL 82 + 51.4 G9lT// E� h + so.e OF LAND IN VARNOUTHPORT, ,. M DRAFTER: DAO/ASL DATE: 11-19-01 CHKD BY: AHO DATE SCALE 1" = 20' 01-070HIGHLAND.DWG 01-070 SHEET 1 OF 1 y