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Home My WebLink About8 Strawberry Lane - Site Plan 5ASSESSORS 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: 29,008 SFt (0.67AC.±) 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 1-508-362-7912 TH1 DATE: 4/3/96 PERFORMED BY: RON CADILLAC, PLS WITNESSED BY: AMY VON HONE RS BOH DEPTH PERC RATE: <2MIN/IN IN C2 ASSMD. ELEVATION 0" 30" HED WATER 60" OVAL ONLY 84- iDJUSTMENT FILL Cl SILT LOAM 2.5Y 5/6 C2 LAYER COARSE SAND 7.5YR 6/6 41.6 39.1 36.6 34.6 132"1 30.6 NO WATER FOUND BELOW SOIL LOG PERCHED LAYER NOT TO SCALE 2'-10" 26" MANUF. LeBARON, BROCKTON, MA MODEL: LT 105 WEIGHT: 430 LBS TYPICAL C ACCESS COVER SCALE: 3/4" - 1'-0" LABEL SEWER OR DRAIN AS APPROPRIATE I 32" LEGEND G SEPTIC MANHOLE vs MARSH -w-qq--V�- WATER LINE yYo HYDRANT ROUTE � LOCUS PROP. LIGHT RO 6A � S��m O GO y 2 WITH 3/8" MORTAR JOINTS h 6"r MOPW M1.03.1 V18. ROLLER COMPACTED BED FRAME IN FULL 8" LORA!Sc SEED , ALL DISTURBED AREAS o \ RR C i i 0 /// (TYP') 'A.141�1 W X I H-20 FRAME &COVERS WITH VIBRATORY ROLLER. TOP EL 39.37 LeBARON LB268-3 H-20 OR EQUAL BED FRAME IN FULL LeBARON LF248-5 4 FIA.A:GE i MANHOLE FRAME AND COVERS LABELED "DRAIN" TO GRADE WHERE INDICATED 3/8" MIN. MORTAR BED. OR EQUAL (8" HICK FRAME) CATCH BASIN F&G H-20 O LOCUS MAP f 8.0' SCALE 1" = 2083' 20 FONE AND O 4"SCH-80 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: 29,008 SFt (0.67AC.±) 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 1-508-362-7912 TH1 DATE: 4/3/96 PERFORMED BY: RON CADILLAC, PLS WITNESSED BY: AMY VON HONE RS BOH DEPTH PERC RATE: <2MIN/IN IN C2 ASSMD. ELEVATION 0" 30" HED WATER 60" OVAL ONLY 84- iDJUSTMENT FILL Cl SILT LOAM 2.5Y 5/6 C2 LAYER COARSE SAND 7.5YR 6/6 41.6 39.1 36.6 34.6 132"1 30.6 NO WATER FOUND BELOW SOIL LOG PERCHED LAYER NOT TO SCALE 2'-10" 26" MANUF. LeBARON, BROCKTON, MA MODEL: LT 105 WEIGHT: 430 LBS TYPICAL C ACCESS COVER SCALE: 3/4" - 1'-0" LABEL SEWER OR DRAIN AS APPROPRIATE I 32" LEGEND G SEPTIC MANHOLE vs WATER GATE -w-qq--V�- WATER LINE yYo HYDRANT OPENINGS IN 40% OPEN APERTURE BRICK UNITS- ROLL AFTER INSTALLATION, 1-3 TON ROLLER PROP. LIGHT G} -o PROPOSED SIGN I 22" a0 I. 3" FRAME AND GRA 1 E SCALE: 3/4" - 1'-0" MINIMUM WEIGHT. 388 LBS. H-20 RATED LEBARON OR EQUAL I PARKING AREA HAS REMOVED off 508-362-4541 fax 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, i RETAIN EXISTING 1 = VEGETATIVE SCREENING (III i I 40. W S UTILITY POLE LUST AS OF 6 } 40.3 BE RESTORED NOT 70 BE RESTORED 1 ..INDICATED 8000 PSI TURFSTONE BY PAVERS 13Y IDEAL LOAM &SEED LOAM UNDER ANY CIRCUMSTANCES, OPENINGS IN 40% OPEN APERTURE BRICK UNITS- ROLL AFTER INSTALLATION, 1-3 TON ROLLER L Y PROPOSED HCP SIGN IDEAL CONCRETE BLOCK CO. WWW.IDEAI_CONCRETEBLOCK.COM aotii Y a�ooco°000vo°? CONFORMING TO ASTM C33 GRADING REQUIREMENTS WITH 3/8" MORTAR JOINTS EXTEND, 6"r MOPW M1.03.1 V18. ROLLER COMPACTED BED FRAME IN FULL 8" LORA!Sc SEED , ALL DISTURBED AREAS o \ (TYP-) PROPOSED LEACHING PIT /// (TYP') RIM ELEV. 40.2 W X I H-20 FRAME &COVERS WITH VIBRATORY ROLLER. TOP EL 39.37 LeBARON LB268-3 H-20 OR EQUAL BED FRAME IN FULL LeBARON LF248-5 4 FIA.A:GE m N �0 MANHOLE FRAME AND COVERS LABELED "DRAIN" TO GRADE WHERE INDICATED 3/8" MIN. MORTAR BED. OR EQUAL (8" HICK FRAME) CATCH BASIN F&G H-20 O PROPOSED CATCH BASIN. f 8.0' o 20 FONE AND O 4"SCH-80 3.0' FILTER RIC 42 __- EXISTING CONTOUR . - p ER 3/4" STONE ` - - - PROPOSED CONTOUR £ I X X EXISTING FENCE o00 0 o Indo. w ; Q TELEPHONE RISER 3/4"-1-1/2" STONE - I a S ;, --_ 10" SEDIMENT TRA ,t' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40,2 + 47.5s EXIST. SPOT GRADE " 174T-51 PROP. SPOT GRADE PROPOSED FLOW DIFFUSER FLU NAGE SYSTEM n ate'. TMt 38,8 N ) o .. PROPOSED I O SOIL TEST HOLE PERCHED WATER FREE STANDING SIGN AT El. 36.61 off 508-362-4541 fax 508 362-9880 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, i RETAIN EXISTING 1 = VEGETATIVE SCREENING (III i I 40. W S SEPTIC RETIE : THE EXISTING SEPTIC SYSTEM IS DESIGNED TO ACCOMMODATE A FUN OF i 584 GALLONS PER DAY, BASED ON A 2 MIN. PER INCH PERC. RAP.:. 1 4 BEDROOM DWELLING UNIT - 440 GPD MUSEUM (RETAIL TYPE FLOW) 1900 SF (50/1000) - 95 GPD 535 GPD DESIGN FLOW It UTILIZE EXISTING 584 GPD CAPACITY SEPTIC SYSTEM 'I (SEE PLANS ON FILE WITH THE HEALTH DEPARTMENT)( NOTE: EXISTING 5 BEDROOM HOUSE TO BE C7NVERTED TO 4 8tDRC61A JPON OPENING OF FUTURE PUBLIC RESTROOM. -- I MAP 12.: PCL 80 BENCHMARK - HYDRANT ON TAG BOLT 1505 - EL. - 42.65 (ASSMD) it + 4 .s PARKING CALCULATIONS: 1 DWELLING UNIT (2 S ACES/UNIT) -i 2.0 SPACES MUSEUM GUESTS- 12 PERSONS MAX. (1/3) 4.0 SPACES 6.0 SPACES REQUIRED 8.0 SPACES PROVIDED 521 CMR: 1 ACCES (BLE SPACE REgUIRED ONE VAN ACCESSIBLE SPACE PROVIDED V N 1 3.1 40.3 PROPOSED HCP RAM ~ W/RAILS TO CODE yQ i' PROP. 5' BIT. PAD ' GONG. N EXISTING SEPTIC LEACHIN FIELD 40.1 0 SLOPE 1% --A$I.� U'T �,O t:12 AX. HCP RAM - 4 '8 _ ' 1 00 GAV COMFKNE) TS t` r - - 7y .l. H}10 //''��1 Tb E4Al +, 7 D.2 Q Htl0011 GAL •FIZ 4 LOCA ON L _ - _ _ _ - - - - - - J +536 PR7R ,'O RAM � - P COJSTI,UCT'ON FLTURE PA KING EXPANSION REOUIRED O 41. ROPLI�S D BI�E RACK { BY ZBA OR UILDING COMMISSIONER \\ I H-20 SEPT COMPONENTS REQUIRE[ 5 " (PROPOSED 1344 (PARKING ARE, \ 0 p 40 I RR TIES _, +52.2 4' -. + 49,3 250.7 v, + 48.6 2 X SNS 041.4 X-+•it6' X X K3.5 gr� 4$ a MAP 122 PCL 62 (2) 4"SCH80 PVC PIPES 4'-5' HIGH AT` TIRE OF PLANTING PRIVET HEDGE TO BE INSTAL1c"D 4LONG EDGE OF PARKING (TRIM TO 24" HIGH AT'RO,.D TO ALLOW TURNING SIGHT DISTANCE) MAP 122 PCL 83.2 2) 4' X 8' H-20 FLOW DIFFUSERS I LTH 3' STONE ALL AROUND AND 4" BELOW 2) 4" SCH-80 PIPES FROM BASIN TO LEACHING ET UNITS IN CLEAN SAND ONLY. (( SI $ E 15DLAN ��VTN OF yW o ARIN H. WAG SCALE 1"-20' Z OJALA HATCHED AREA IS PROPOSED -+ TURFSTONE BRICK PAVERS ``� CIVIL WITH GRASS PLANTED IN 20 0 20 40 60 Feet No, 30 SLOTS. APPROX. 2100 SF - ,oPOF 'PfClST SEE CROSS SECTION ISS! � ENTRANCE APRON AND HANDICAPPED PARKING E H. ARE BITUMINOUS PAVEMENT. SEE PAVEMENT CROSS SECTION �29,006:��,30. Fl, 0. f ACRES CON . + 5 . FISH + 55.0 RR TIES ..._ ... LUST WHERE ..INDICATED 8000 PSI TURFSTONE BY PAVERS 13Y IDEAL LOAM &SEED LOAM TO GRADE WITH OPENINGS IN 40% OPEN APERTURE BRICK UNITS- ROLL AFTER INSTALLATION, 1-3 TON ROLLER 2' I.D. 11-20 RISERS IDEAL CONCRETE BLOCK CO. WWW.IDEAI_CONCRETEBLOCK.COM AND BRICK COURSES a�ooco°000vo°? CONFORMING TO ASTM C33 GRADING REQUIREMENTS WITH 3/8" MORTAR JOINTS EXTEND, 6"r MOPW M1.03.1 V18. ROLLER COMPACTED BED FRAME IN FULL 8" LORA!Sc SEED , ALL DISTURBED AREAS 3/6" MIN. MORTAR BED. (TYP-) /// (TYP') RIM ELEV. 40.2 SEE PAVEMENT SECTION RIM 41.43 H-20 FRAME &COVERS WITH VIBRATORY ROLLER. TOP EL 39.37 LeBARON LB268-3 H-20 OR EQUAL BED FRAME IN FULL LeBARON LF248-5 4 FIA.A:GE NOT TO SCALE MANHOLE FRAME AND COVERS LABELED "DRAIN" TO GRADE WHERE INDICATED 3/8" MIN. MORTAR BED. OR EQUAL (8" HICK FRAME) CATCH BASIN F&G H-20 8.0' 20 FONE AND 4"SCH-80 3.0' FILTER RIC . ER 3/4" STONE 0000 oiO o00 0 o w 0 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 0 0 0 0 0> 3/4"-1-1/2" STONE a S ;, --_ 10" SEDIMENT TRA ,t' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0< o DOUBLE WASHED " (2) REQ'D PER SSIA PROPOSED FLOW DIFFUSER FLU NAGE SYSTEM n ate'. INV. OYP 38,8 N ) o o BOTTOM STONE ELEV. 37.8 30" PERCHED WATER REMOVE KNOCKOUTS BETWEEN STRUCTURES (TYP.) 12" COMPACTED AT El. 36.61 PROCESSED GRAVEL (2) H-20 FLOW DIFFUSE 'S IN BED CONFIGURATION BENEATH STRUCTURE 3' STONE ALL AROUND, OVERALL DIMENSIONS 22' X 10' X 1.3' EFF. DEPTH CONCRETE: 4000 PSI MIN. AT 26 DAYS H-20 DESIGN LOADING�REINFORCING SHOREY PRECAST OR QUAL ® A ®® D RA,I NIiG E p@�' ®$- L DB -9 GUTTER INLET 30" X 30" X 24" HIGH 0.!F"T1 NOT TO SCALE SEPTIC RETIE : THE EXISTING SEPTIC SYSTEM IS DESIGNED TO ACCOMMODATE A FUN OF i 584 GALLONS PER DAY, BASED ON A 2 MIN. PER INCH PERC. RAP.:. 1 4 BEDROOM DWELLING UNIT - 440 GPD MUSEUM (RETAIL TYPE FLOW) 1900 SF (50/1000) - 95 GPD 535 GPD DESIGN FLOW It UTILIZE EXISTING 584 GPD CAPACITY SEPTIC SYSTEM 'I (SEE PLANS ON FILE WITH THE HEALTH DEPARTMENT)( NOTE: EXISTING 5 BEDROOM HOUSE TO BE C7NVERTED TO 4 8tDRC61A JPON OPENING OF FUTURE PUBLIC RESTROOM. -- I MAP 12.: PCL 80 BENCHMARK - HYDRANT ON TAG BOLT 1505 - EL. - 42.65 (ASSMD) it + 4 .s PARKING CALCULATIONS: 1 DWELLING UNIT (2 S ACES/UNIT) -i 2.0 SPACES MUSEUM GUESTS- 12 PERSONS MAX. (1/3) 4.0 SPACES 6.0 SPACES REQUIRED 8.0 SPACES PROVIDED 521 CMR: 1 ACCES (BLE SPACE REgUIRED ONE VAN ACCESSIBLE SPACE PROVIDED V N 1 3.1 40.3 PROPOSED HCP RAM ~ W/RAILS TO CODE yQ i' PROP. 5' BIT. PAD ' GONG. N EXISTING SEPTIC LEACHIN FIELD 40.1 0 SLOPE 1% --A$I.� U'T �,O t:12 AX. HCP RAM - 4 '8 _ ' 1 00 GAV COMFKNE) TS t` r - - 7y .l. H}10 //''��1 Tb E4Al +, 7 D.2 Q Htl0011 GAL •FIZ 4 LOCA ON L _ - _ _ _ - - - - - - J +536 PR7R ,'O RAM � - P COJSTI,UCT'ON FLTURE PA KING EXPANSION REOUIRED O 41. ROPLI�S D BI�E RACK { BY ZBA OR UILDING COMMISSIONER \\ I H-20 SEPT COMPONENTS REQUIRE[ 5 " (PROPOSED 1344 (PARKING ARE, \ 0 p 40 I RR TIES _, +52.2 4' -. + 49,3 250.7 v, + 48.6 2 X SNS 041.4 X-+•it6' X X K3.5 gr� 4$ a MAP 122 PCL 62 (2) 4"SCH80 PVC PIPES 4'-5' HIGH AT` TIRE OF PLANTING PRIVET HEDGE TO BE INSTAL1c"D 4LONG EDGE OF PARKING (TRIM TO 24" HIGH AT'RO,.D TO ALLOW TURNING SIGHT DISTANCE) MAP 122 PCL 83.2 2) 4' X 8' H-20 FLOW DIFFUSERS I LTH 3' STONE ALL AROUND AND 4" BELOW 2) 4" SCH-80 PIPES FROM BASIN TO LEACHING ET UNITS IN CLEAN SAND ONLY. (( SI $ E 15DLAN ��VTN OF yW o ARIN H. WAG SCALE 1"-20' Z OJALA HATCHED AREA IS PROPOSED -+ TURFSTONE BRICK PAVERS ``� CIVIL WITH GRASS PLANTED IN 20 0 20 40 60 Feet No, 30 SLOTS. APPROX. 2100 SF - ,oPOF 'PfClST SEE CROSS SECTION ISS! � ENTRANCE APRON AND HANDICAPPED PARKING E H. ARE BITUMINOUS PAVEMENT. SEE PAVEMENT CROSS SECTION �29,006:��,30. Fl, 0. f ACRES CON . + 5 . FISH + 55.0 6" LOAM & ALL DISTURBED (TYP.) n 12" X 3" 1" TOPCOAT MASS DPW CCBERM I TYPE 11 1Z FKUt;taStU uHAVLL MDPW M1.03.1 MD. ROLLER COMPACTED REMOVE TOP & SUBSOIL COMPACT SUBBASE NOTE: ALL FILL TO BE CLEAN SAND & GRAVEL COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY WITH VIBRATORY ROLLER. EM EN I CROSS SECTION NOT TO SCALE GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILTTIES 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 T1iE 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 PUBLJC 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. B. 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 UTILITY INSTALUATIONS WITH APPROPRIATE VENDORS. 11, PARKING LGT LJGH"'WC Si,+LL NO' CAUSE GIi+RE For< MOTORISTS, PEDES7RiANS OR NEIGHBORING PREMISES. 12. CONTRACTOR TO VERIFY FIELD CONDITIONS AND ENSURE FICP RAMP IS CONSTRUCTED TO ADA AND ARCH. ACCESS BOARD STANDARDS. COORDINATE WITH ARCHITECT. 527.9 ZBA CONDITIONS (REFER TO PETITIONS FOR EXACT LANGUAGE) PETITION 03747 1. RELIEF GRANTED FOR PARKING AREA (SEE PETITION 3754) 2. PERMIT NOT TRANSFERABLE WITHOUT FURTHER RELIEF FROM ZBA 3. THE FRONT PARKING AREA HAS BEEN ELIMINATED (SHOWN) 4. HOURS OF OPERATION LISTED IN PETITION EXCEPT SUNDAYS OPENING DELAYED TILL NOON 5. NO MORE THAN ONE ACTIVE KITCHEN ALLOWED IN ENTIRE BUILDIN.^,. �` +53.2 8. THE SECOND FLOOR TO BE OCCUPIED BY MUSEUM DIRECTOR/CURATOR & FAMILY. 7. OCCUPANCY OF FIRST FLOOR RESTRICTED TO 12 PERSONS 8. MUSEUM SHALL COORDINATE EVENTS WITH NEIGHBORHOOD GROUPS TO AVOID CONFLICTING SCHEDULES WHICH WILL CAUSE PARKING CONGESTION. PETITION #3754 1. 4'-5' TALL PRIVET HEDGE ALONG SOUTHERLY EDGE PARKING LOT (SHOWN)( 2. PAVERS MAY BE SUBSTITUTED FOR PAVEMENT (SHOWN WITH STRUCTURAL DETAIL) 3. PARKING EXPANSION AREA SHOWN. THIS REVISED SITE PLAN DATED 6/13/02) CONFORMS TO THE REQUIREMENTS Ili, OF THE ZONING BOARD 0 APPEALS DECISIONS AS LISTED ABOVE. MAP 122 PCL 62 j i OF LAND IN , G ' - ', MA lrG S I PREPARED FOR: '"THE STIMWBERRY LANTE FOUNDATION, MR,"",® DRAFTER: DAO/ASL DATE: 11-19-01 CH'.D BY: AHO REVISED: 3-08-02 (MOVE FRONT PARKING TO REAR, ADJUST RAMP) REVISED: 4-26-02 (ADD FUTURE PARKING, SEPTIC NOTE, NO LR SIGN) SCALE 1" = 20' REVISED: 6-13-02 (PAVERS, DRAINAGE, HCP/GRADES, ZBA NOTES) 01-070 01--070HIGHLAND.DWG SHEET 1 OF 1 RR TIES ..._ ... WHERE ..INDICATED 8000 PSI TURFSTONE BY PAVERS 13Y IDEAL LOAM &SEED LOAM TURFSTONE BRICK PAVERS OR APPROVED EQUAL OPENINGS IN 40% OPEN APERTURE BRICK UNITS- ROLL AFTER INSTALLATION, 1-3 TON ROLLER INSTALL PER MANUFACTURES INSTRUCTIONS IDEAL CONCRETE BLOCK CO. WWW.IDEAI_CONCRETEBLOCK.COM 1.5" BEDDING COARSE OF WASHED CONCRETE SAND a�ooco°000vo°? CONFORMING TO ASTM C33 GRADING REQUIREMENTS oo0000°0�°4 SCREEOED TO GRADE. EXTEND, 6"r MOPW M1.03.1 V18. ROLLER COMPACTED 12" PROCESSED GRAVEL IN (2) 6- LIFTS 8" LORA!Sc SEED , ALL DISTURBED AREAS REMOVE TOP & SUBSOIL COMPACT SUBBASE (TYP-) NOTE: ALL FILL TO BE CLEAN SAND & GRAVEL ' COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSIIY WITH VIBRATORY ROLLER. RICK ~" PAVERS SECTION NOT TO SCALE 6" LOAM & ALL DISTURBED (TYP.) n 12" X 3" 1" TOPCOAT MASS DPW CCBERM I TYPE 11 1Z FKUt;taStU uHAVLL MDPW M1.03.1 MD. ROLLER COMPACTED REMOVE TOP & SUBSOIL COMPACT SUBBASE NOTE: ALL FILL TO BE CLEAN SAND & GRAVEL COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY WITH VIBRATORY ROLLER. EM EN I CROSS SECTION NOT TO SCALE GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILTTIES 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 T1iE 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 PUBLJC 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. B. 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 UTILITY INSTALUATIONS WITH APPROPRIATE VENDORS. 11, PARKING LGT LJGH"'WC Si,+LL NO' CAUSE GIi+RE For< MOTORISTS, PEDES7RiANS OR NEIGHBORING PREMISES. 12. CONTRACTOR TO VERIFY FIELD CONDITIONS AND ENSURE FICP RAMP IS CONSTRUCTED TO ADA AND ARCH. ACCESS BOARD STANDARDS. COORDINATE WITH ARCHITECT. 527.9 ZBA CONDITIONS (REFER TO PETITIONS FOR EXACT LANGUAGE) PETITION 03747 1. RELIEF GRANTED FOR PARKING AREA (SEE PETITION 3754) 2. PERMIT NOT TRANSFERABLE WITHOUT FURTHER RELIEF FROM ZBA 3. THE FRONT PARKING AREA HAS BEEN ELIMINATED (SHOWN) 4. HOURS OF OPERATION LISTED IN PETITION EXCEPT SUNDAYS OPENING DELAYED TILL NOON 5. NO MORE THAN ONE ACTIVE KITCHEN ALLOWED IN ENTIRE BUILDIN.^,. �` +53.2 8. THE SECOND FLOOR TO BE OCCUPIED BY MUSEUM DIRECTOR/CURATOR & FAMILY. 7. OCCUPANCY OF FIRST FLOOR RESTRICTED TO 12 PERSONS 8. MUSEUM SHALL COORDINATE EVENTS WITH NEIGHBORHOOD GROUPS TO AVOID CONFLICTING SCHEDULES WHICH WILL CAUSE PARKING CONGESTION. PETITION #3754 1. 4'-5' TALL PRIVET HEDGE ALONG SOUTHERLY EDGE PARKING LOT (SHOWN)( 2. PAVERS MAY BE SUBSTITUTED FOR PAVEMENT (SHOWN WITH STRUCTURAL DETAIL) 3. PARKING EXPANSION AREA SHOWN. THIS REVISED SITE PLAN DATED 6/13/02) CONFORMS TO THE REQUIREMENTS Ili, OF THE ZONING BOARD 0 APPEALS DECISIONS AS LISTED ABOVE. MAP 122 PCL 62 j i OF LAND IN , G ' - ', MA lrG S I PREPARED FOR: '"THE STIMWBERRY LANTE FOUNDATION, MR,"",® DRAFTER: DAO/ASL DATE: 11-19-01 CH'.D BY: AHO REVISED: 3-08-02 (MOVE FRONT PARKING TO REAR, ADJUST RAMP) REVISED: 4-26-02 (ADD FUTURE PARKING, SEPTIC NOTE, NO LR SIGN) SCALE 1" = 20' REVISED: 6-13-02 (PAVERS, DRAINAGE, HCP/GRADES, ZBA NOTES) 01-070 01--070HIGHLAND.DWG SHEET 1 OF 1