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Home My WebLink AboutApp# 2-A064ASSESSORS 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% FLOODZONE: C LOT SIZE: 29,006 SFf (0.67AC.f) NOT IN APD DISTRICT E)QSTDJG 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 1-508-362-7912 O THI DATE: 4/3/96 "1•& MARSH PERFORMED BY: RON CADILLAC, PLS WATER UNE yYo WITNESSED BY: AMY VON HONE RS BOH ROUTE 6q LOCUS PROP. LIGHT RO 6A O G0 ELEVATION $ m ti RISERS 3' y tgNe � 30` 39.1 O � C1 SILT LOAM OPROPOSED RR TRACKS / / Q PERCHED WATER 60" 36.6 TABLE EXISTING FENCE Q SEASONAL ONLY 84' 34.6 / PROP. SPOT GRADE rni REQ. 'I SOIL TEST HOLE ; 1000 GALLON I LEACHPIT ..: .: LOCUS MAP G*OXB'-6" SHOREY I SCALE 1" = 2083' LPIDOOH-20 OR EQUAL i -., j \ H-20 D"SIGN LOADING/REINFORCING 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% FLOODZONE: C LOT SIZE: 29,006 SFf (0.67AC.f) NOT IN APD DISTRICT E)QSTDJG 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 1-508-362-7912 C2 LAYER COARSE SAND 7.5YR 6/6 132" ' 30.6 NO WATER FOUND SOIL LOG PERCHEDELOW LAYER NOT TO SCALE 2'-10" 26" -/ MANUF. LPBARON, BROCKTON. MA MODEL: LT 105 WEIGHT: 430 LBS AL ACCESS COVER SCALE: 3/4" - 1'-0" LABEL SEWER OR DRAIN AS APPROPRIATE /8" ❑0000000 00000000 alga❑❑❑❑❑ 00000000 00❑❑0❑❑❑ 00000000 I zz" co 0000❑❑❑❑ 00000000 3. LEGEND . ] O THI DATE: 4/3/96 "1•& WATER GATE PERFORMED BY: RON CADILLAC, PLS WATER UNE yYo WITNESSED BY: AMY VON HONE RS BOH MORTAR ALL COMPONENTS20 (TYP•) PROP. LIGHT PERO RATE <2MIN/IN IN C2 ASSMD. PROPOSED SIGN DEPTH ELEVATION 0' 41.6 RISERS r---------- FILL 30` 39.1 WITH COMPACTED 2.0' (TYP.) C1 SILT LOAM OPROPOSED CATCH BASIN 2.5Y 5/6 PERCHED WATER 60" 36.6 TABLE EXISTING FENCE Q SEASONAL ONLY 84' 34.6 NO ADJUSTMENT PROP. SPOT GRADE rni REQ. 'I SOIL TEST HOLE ; C2 LAYER COARSE SAND 7.5YR 6/6 132" ' 30.6 NO WATER FOUND SOIL LOG PERCHEDELOW LAYER NOT TO SCALE 2'-10" 26" -/ MANUF. LPBARON, BROCKTON. MA MODEL: LT 105 WEIGHT: 430 LBS AL ACCESS COVER SCALE: 3/4" - 1'-0" LABEL SEWER OR DRAIN AS APPROPRIATE /8" ❑0000000 00000000 alga❑❑❑❑❑ 00000000 00❑❑0❑❑❑ 00000000 I zz" co 0000❑❑❑❑ 00000000 3. LEGEND . ] O SEPTIC MANHOLE "1•& WATER GATE -qqW-- WATER UNE yYo HYDRANT MORTAR ALL COMPONENTS20 (TYP•) PROP. LIGHT 0-0 PROPOSED SIGN \TOP UTILITY POLE PROPOSED HCP SIGN RISERS r---------- SILT LOAMS' MIN. PEASTONE PROPOSED LEACHING PIT ® WITH COMPACTED 2.0' (TYP.) STRUCTURE TO BE SET IN OPROPOSED CATCH BASIN 42 _- EXISTING CONTOUR -"- - - PROPOSED CONTOUR X X EXISTING FENCE Q TELEPHONE RISER + 47.5 EXIST. SPOT GRADE n 1 PROP. SPOT GRADE rni 'I SOIL TEST HOLE ; off 508-362-4541 fax 508 362-9880 de wn cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 01-070 FRAME AND G RA T E SCALE: 3/4" - 1'-0" MINIMUM WEIGHT: 388 LBS. H-20 RATED LEBARON OR EQUAL PROPOSED H-20 F&G HEAVY DUTY H-20 COVER 2'X 2' GRATE (TYP.) LABELED "DRAIN" SEE DETAILDRILL (2) 1'I HOLES IN COVER SEE PAVEMENT CROSS SECTION RIM EL 40.30 FRAME t: GRATE EL. 40.0 >m SAND BACKFILL COMPACT BACKFILL IN 6' EL, 34.6 MDRILLL,(2) 24" LD, C B. TRAP LIFTS (TYP. ALL DRAINAGE) MORTAR ALL COMPONENTS20 (TYP•) ECCENTRIC FIAT TOP SLAB H-20 12[0. OPE PIPE INV. 35.0 MIRAFI 14ON FABRIC OVER \TOP STRUCTURE ELEV. 37.0 PRECAST REPLACEH-20 RISERS r---------- SILT LOAMS' MIN. PEASTONE 12"0 HDPE AS REQ. 0 WITH COMPACTED 2 �, (Tylp) /ADS N-12 OR EQ. TYP, SAND BACKFILL 3' EL, 34.6 C B. TRAP 12[0. OPE PIPE INV. 35.0 ,-�_ •M B•YnTus< r---------- 0 2.0' (TYP.) STRUCTURE TO BE SET IN COARSE SAND LAYER. 4'-0" - 5"NOTIFY ENGINEER IF SOILS PROPOSED7[7!1 DIFFER FROM SOIL LOG. n 1 I 1' H-20 ^..:... p. r1t 'I 1000 GALLON I LEACHPIT ..: .: ! G*OXB'-6" SHOREY I CONCRETE: 4000 PSI MIN. AT 28 DAYS LPIDOOH-20 OR EQUAL i -., j \ H-20 D"SIGN LOADING/REINFORCING ; .: '; , '• 3/$ - 1 1/2" ACME PFECAST OR EQUAL.• _._'• WASHED STONE (TYP.) CONCFEIE MANHOLE (USED AS CATCH BASIN)"...- .._...._..........._ .................................:..`• BARRELS TO CONFORM TO ASTM C-478 (EXCEPT NO STEPS REQUIRED)4.5' 6" WASHED STONE UNDERNEATH MIN AROUND PR UCTURE DRAINAGE CROSS-SECTION. - NOT TO SCALE E T 11C REVIEW: THE EXISTING SEPTIC SYSTEM IS DESIGNED TO ACCOMMODATE A FLOW OF 584 GALLONS PER DAY, BASED ON A 2 MIN. PER INCH PERO. RATE. 4 BEDROOM DWELLING UNI 440 GPD MUSEUM (RETAIL TYPE FLOW) 1900 SF (50/1000) 95 GPO 535 GPD DESIGN FLOW 'i UTILIZE EXISTING 584 CPD CAPACITY SEPTIC SYSTEM (SEE PLANS ON FILE WITH THE HEALTH DEPARTMENT) BENCHMARK, - HYDRANT ON TAG BOLT #1505 EL. - 42.65 (ASSMO) { 40.3�vV.p T_ i 40 /f Y / m 1 u m to X --t 40.4 GO Fn €� ti -1 LP r 7.0' v 0 g I 0 � 4D.3 S j I 7J i�%iG._ 40.1 L J ; 40.2 �p i RETAIN EXISTING " VEGETATIVE SCREENING I MAP 122 PCL 80 PARKING CALCULATIONS: 1 DWEWNG 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. BARN 43.351.o 51.1 50 + 44.1 7 EXISTING 6.3 2 STORY WOODFRAME DWELLING 4i1 GAR. /'THE EDWARD COREY HOUSE' MAP 1 CL 81 OP / T.O.F. -45.0 43,0 52 51.1 T AREA L____-, 29,006 . 41, / + 03.3 +4 7 0. f ACRES + 53.] + 53.5 PROPOSED HCP RAM ~ ; r W/RAILS TO CODE ic PROP. 5' BR NC. W EXISTING SEPTIC LEACHIN FIELD _ + 5 . FIB{AX.T1CPRAMP 57' EXISTING ALi 5 - -I POND _ _ _"� 1500 CA COM,,(F(,NENTS r 41.1I H-10 TO0 GAL//lxEdAIN _+y, �-Ct FIRM LOG ON _ _ _ + 53.6 ro 40.9 O,L P� JR TO RAM .. ` TYP. o• \Cc+STRUCEION 16 vROPOS D BIKE RACK J -4 ')'C I� ® L 40.2 u&0, 8. 41• I PR( )POSE') PAVE PARKING AREA T"' RR TIES+ 522 4 F&G 50.74' + 49.3 . F4-D.Ul X, y 041 4 )( X X �FX43.5 V )V �7( t5i$ + 48.6 MAP 122 PCL 82 MAP 122 PCL 83.2 SIT E KLAN SCALE: 1'-20' 20 0 20 40 60 Feet + 50.8 + 55.0 DATE + 53.4 12" X 3" 1" TOPCOAT MASS DPW CCBERM f- TYPE 11 'o..00-a-o-e.,-o-c•.o.. 12" PROCESSED GRAVEL 6" LOAM & SEED .03.1 VIB. ROLLER COMPACTED ALL DISTURBED AREAS \�RE�MOVETOP& SUBSOIL COMPACT SUBBASE (TYP-) NOTE: ALL FILL TO BE CLEAN SAND & GRAVEL COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY WITH VIBRATORY ROLLER. PAVEMENT CROSS SECTION NOT TO SCALE GENERAL NOTES: 1. THE LOCATION OF D(ISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN 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 NGVD29 ASSUMED FROM QUAD 4. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 4/01. 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHT0-H20 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY UNE STAKING. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. -9. DRAINAGE COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY OWNERS ENGINEER AND PERMISSION OBTAINED. 10. COORDINATE U11LITY INSTALLATIONS W'EEH APPROPRIATE VENDORS. 11. PARKING LAT LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS OR NEIGHBORING PREMISES. \\//hh `,RIVIp 1.2. CONTRACTOR TO VERIFY FIELD CONDITIONS AND ENSURE HCP RAMP IS CONSTRUCtiEAO(. i H TO ADA AND ARCH. ACCESS BOARD STANDARDS. COORDINATE WITH ARCHITECT. TOWN /�R 1 (�; -�• PR K 20)2 APR 18 All 9:,�I�� SD _ FZ 529 RECE1VF-D LILY POND ry1. + 55.1 + + 53.2 MAP 122 PCI -82 OF LAND IN YQF�c4A;,�,F. I'ARMDiT ORT,IVIA ' #8 STRAWBERRY LANE, YARMO. OPT, MA FOR: THE STRAWBERRY DANE FOUNDATION, INC. DRAFTER: DAO/ASL DATE: 11-19-01 CHKD BY: AHO REVISED: 3-08-02 (MOVE FRONT PARKING TO REAR, ADJUST RAMP) SCALE 1" = 20' 01-070HIGHLAND.DWG 01-070 SHEET 1 OF 1 eg-