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HomeMy WebLinkAbout8 Strawberry Lane - Site Plan 4ASSESSORS 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 IAT SIZE: 29,006 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 1-508-362-7912 TH1 DATE: 4/3/96 PERFORMED BY: RON CADILLAC, PLS WITNESSED BY: AMY VON HONE RS BOH PERC RATE: <2MIN/IN IN C2 ASSMO. DEPTH ELEVATION 0 MARSH 30" PERCHED WATER ROUTE ~ LOCUS TABLE ,S,Y� RO 6A S Gy 84 - NO ADJUSTMENT ti �� GAP P�A REQ. (TYP•) UTILITY POLE PAVEMENT SECTION a PROPOSED NCP SIGN !' 11-20 FRAME & COVERS RR TR,1CK i .�- i Oi no \1 PROPOSED LEACHING PIT MANHOLE FRAME AND COVERS EIED FRAME IN FULL LeBARON LF246-5 4 FLF.IC LABELED "DRAIN" TO GRADE WHERE INDICATED EQUAL (8' RICH FRA $c`) 3/8" MIN. MORTAR BED. OPROPOSED CATCH BASIN - 42-- EXISTING CONTOUR _ - - - PROPOSED CONTOUR X X EXISTING FENCE LOCUS MAP TELEPHONE RISER + 47.5 SCALE 1" = 2083' r4-75-1 PROP. SPOT GRADE 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 IAT SIZE: 29,006 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 1-508-362-7912 TH1 DATE: 4/3/96 PERFORMED BY: RON CADILLAC, PLS WITNESSED BY: AMY VON HONE RS BOH PERC RATE: <2MIN/IN IN C2 ASSMO. DEPTH ELEVATION C2 LAYER COARSE SAND 7.5YR 6/6 41.6 39.1 36.6 34.6 132"' ' 30.6 NO WATER FOUND BELOW SOIL LOG PERCHED LAYER NOT TO SCALE 2'-10" 26" MANUF. LeSARON, BROCKTON, MA MODEL: LT 105 WEIGHT: 430 LBS TYPICAL ACCESS COVER SCALE: 3/4" = 1'-0" LABEL SEWER OR DRAIN AS APPROPRIATE 32" C_ 24" 1 LEGEND- EGENDO 0 SEPTIC MANHOLE 30" PERCHED WATER 60" TABLE ,S,Y� SEASONAL ONLY 84 - NO ADJUSTMENT 0-0 REQ. (TYP•) C2 LAYER COARSE SAND 7.5YR 6/6 41.6 39.1 36.6 34.6 132"' ' 30.6 NO WATER FOUND BELOW SOIL LOG PERCHED LAYER NOT TO SCALE 2'-10" 26" MANUF. LeSARON, BROCKTON, MA MODEL: LT 105 WEIGHT: 430 LBS TYPICAL ACCESS COVER SCALE: 3/4" = 1'-0" LABEL SEWER OR DRAIN AS APPROPRIATE 32" C_ 24" 1 LEGEND- EGENDO 0 SEPTIC MANHOLE .�� WATER GATE -.W,_ WATER LINE ,S,Y� HYDRANT DIED FRAME IN FULL PROP. LIGHT 0-0 PROPOSED SIGN (TYP•) UTILITY POLE PAVEMENT SECTION a PROPOSED NCP SIGN !' 11-20 FRAME & COVERS no \1 PROPOSED LEACHING PIT MANHOLE FRAME AND COVERS EIED FRAME IN FULL LeBARON LF246-5 4 FLF.IC LABELED "DRAIN" TO GRADE WHERE INDICATED EQUAL (8' RICH FRA $c`) 3/8" MIN. MORTAR BED. OPROPOSED CATCH BASIN - 42-- EXISTING CONTOUR _ - - - PROPOSED CONTOUR X X EXISTING FENCE p TELEPHONE RISER + 47.5 EXIST. SPOT GRADE r4-75-1 PROP. SPOT GRADE THI (2) REWD ' TY?. SOIL TES HOLE off 508-362-4541 fax 508 362-9880 down cape engineering, Inc. CIVIL ENGINEERS LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. 01-070 /8" FRAME AND GRATE SCALE: 3/4" = V-0" MINIMUM WEIGHT: 388 LBS. H-20 RATED LEBARON OR EQUAL SEPTIC REVIEW: THE EXISTING SEPTIC SYSTEM IS DESIGNED TO ACCOMMODATE A FLOW f 584 GALLONS PER DAY, BASED ON A 2 MIN. PER INCH PERC. RATE. 4 BEDROOM DWELLING UNIT - 440 GPD MUSEL"A (RETAIL TYPE FLOW) 1900 SF (50/1000) = 95 GPD 535 GPD DESIGN F UTILIZE EXISTING 584 GPD CAPACITY SEPTIC SYSTEM (SEE PLAINS ON FILE WITH THE HEALTH DEPARTMENT) NOTE: EXISTING 5 BEDROOM HOUSE TO BE CONVERTED TO 4 SEDP' OPENING OF FUTURE PUBLIC RESTROOM. BENCHMARK - HYDRANT ON TAG BOLT #1505 EL. - 42.65 (ASSMD) PARKING AREA HAS REMOVED + 4.5 AS OF 6/13/02 NOT TO BE RESTORED 1 UNDER ANY CIRCUMSTANCES. 140 -4\ MAP 122 PCL 80 P KING CALCULATIONS: 1 DWELLING UNIT (2 SPACES/UNIT) m 2.0 SPACES MUSEUM GUESTS- 12 PERSONS MAX. (1/3) 4.0 SPACES 6.0 SPACES REOUIRED 8.0 SPACES PROVIDED 521 CMR: 1 ACCESSIr'LE SPACE REQUIRED ONE VAN ACCESSIBLE SPA:]E PROVIDED \ j /� �. BARN 51.2 48 320.9 + 4 A$ 40.4 43. + 3 51.1 / 4e.1 j V x 1 r // 6.3 Im 2 /STORY WOODFRAME OW LING Le l GAR. k A 15 cLi 1 / THE EDWARD GOREY HOUSE" i' MAP 1 CL 61 9 In A T.O.F. - 43.0 430 52 51.1 T AREA q / I I L ----J 29,006 t�. + .1 1i `� l / o � � I.o• � I I / +49, 0. t ACRES In ZO / + 43.3 + 53.1 + 53.5 z 40,3 a = 1 / PROPOSED HCP RAM v q Nf/RAILS TO CO IT. DE v 1 CON I r2 PROP. 5' BPAD CONIC. WAC EXIS"iNG SEPTIC LEACHIN FIELD + 5. FISH yjd0. 40.1 �t' - SLOPE 1% POND y�y 1--� - -� l l 4 .86�I Py�fNG -T '�A'_S.EPTi,- + 40.2 1p..-0 i aO 1:12 MAX. NCP RAM �r -)-1 00 GW,, COMPONEt'f5 �l-1q r - - - - 1 1.8 IH}10 S�T1 Tb.FIEMAr +t�kkkk`� - -J '} ,i 00Lh GAL/-� i / _ F •A LOCATION L - - - + 53.6 D.z C'. H 1 - P7'C' I a - I j PRIOR Jo RAM PROPOSED P � ' ry. CONS�.ICTON I� - f - FUTURE PA KING FREE STANDING SIGN O F"C 1/ _ TIS( \ ` I - EXPANSION F REQUIRED 45. •+ D ROP"OS D 61�C RACK L BYH-20 OBA OR IILDING COMSISSIONEED. (PROPOSED PA ) 3 r� (PARKING AREA ) ( + RETAIN EXISTING I z No - - � VEGETATIVE SCREENING 0 40 tt - RR TIES \ + � \- +423 N I 4 + 48.6 0.2 -*� 3.5 q � X 41.4 X X -} t� X MAP 122 PCL 62 (2) 4'SCHBO PVC PIPES 4'-5' HIGH AT TIRE OF PLA.NTING PRIVET HEDGE TO BE INSTALLED ALONG EDGE OF PARKING (2) 4' X 8' H-20 FLOW DIFFUSERS (TRIM TO 24" HIGH AT RC.AD TO ALLOW TURNING SIGHT DISTANCE) MAP 122 PCL 83.2 WITH 3' STONE ALL AROUND AND 4" BELOW (2) 4" SCH-80 PIPES FROM &'SIN TO .LEACHING SET UNITS IN CLEAN SAND ONL'f. SITE ELAN- SCALE: LllN _ ARNE HATCHED AREA IS PROPOSED SCALE: 1 =20• OJI TURFS70NE BRICK PAVERS CIVIL WITH GR/SS PLANTED IN 20 0 20 40 60 Feet No. _ SLOTS. VIPROX. 2100 SF - F9F-IST SEE CROSS SECTION ENTRANCE APRON AND HANDICAPPED PARKING H. ARE BITUFAINOUS PAVEMENT. SEE PAVEMENT CROSS SCCTION + 50.8 + 55.0 (P o ATE + 53. RR TIES WHERE -INDICATED L_ LOAM & SEED 8000 PSI TURFSTONE BY PAVERS BY IDEA IN ALL OPENINGS IURFSiON1- BRICK PAVERS OR APPROVED EQUAL 40X OPFN APERTURE BRICK UNITS- ROLL AFTER INSTALLATION, 1-3 TON ROLLER INSTALL PER .MANUFACTURES INSTRUCTIONS IDEAL'CONCRETE BLOCK CO. WVYNJDFALCONCRETEBLOCK.COM 1, 1.5" BIDDING COARSE OF WASHED CONCRETE SAND CONF09hiiNG TO ASTM C33 GRAD;NG REQUIREMENTS SCREEDED TO GRAD".` EXTEND 6" MDPW M1.03.1 VIS, ROLLER COMPACTED 12" PROCESSED GRAVEL IN (2) 6" LIFTS ALL DISTURB© AREA.; BLOAM & SEED REMOVE TOP & SUBSOIL COMPACT SUBBASE (TYP•) NOTE: ALL FILL TO BE CLEAN SAND & GRAVEL COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY WITH VIBRATORY ROLLER. BFLICK PATERS SEC I ION NOT TO SCALE 12" X 3" 1" TOPCOAT MASS DPW CCBERM / TYPE 11 12" PROCESSED GRAVEL 6" LOAM & SEED MDPW M1.03.1 V6, ROLLER COMPACTED ALL DISTURBED AREAS REMOVE TOP Sr. SUBSOIL COMPACT SUBBASE (TYP.) NOTE: ALL Fill 70 BE CLEAN SAND &GRAVEL COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY WITH VIBRATORY ROLLER. P VE -IM EII T CROSS SECTION -- NOT TO SCALE GENERAL_ NOTES: ES: 1. THE LOCATION OF EXISTING 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 UIUTIES 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 YARMOLJTIJ SUBDIVISION REGULATIONS j AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT'. ANY SEPTIC WORK AND MA-ERIALS 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 MSHTO-1120 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY .INE STAKING. 4 ADJUST TO GRADE WITH 2' I.D. H-20 RISERS AND BRICK COURSES WITH 3/8" MORTAR JOINTS DIED FRAME IN FULL 3/8" MIN. MORTAR BED. (TYP•) PAVEMENT SECTION a R;M ELEV. 40.2 RIM 41.43 11-20 FRAME & COVERS /SEE TOP EL 39,37 Le BARON LE1268-3 H-20 OR EQUAL /OR MANHOLE FRAME AND COVERS EIED FRAME IN FULL LeBARON LF246-5 4 FLF.IC LABELED "DRAIN" TO GRADE WHERE INDICATED EQUAL (8' RICH FRA $c`) 3/8" MIN. MORTAR BED. CATCH BASIN F&G H-20 d 2" PEASONE AND 3 4"SCH-80 PVC/ 3'0 5�-;. 3.0' FILTER FABRIC VER 3/4" STONE (2) REWD ' TY?. 1. RELIEF GRAN ED FOR PARKING. AREA (.? r'LTT PO"; :"375^.) ) 2. PERMIT NOT TRANSFERABLE WITF;OUT R"IHER RELIEF FROM ZBA 3, THE FRONT PARKING AREA HAS BEEN FUMINATED (SHOWN) - 4. HOURS OF OPERATION LISTED IN PETITION EXCEPT SUNDAYS OPENING DELAYED TILL N07N A 0 o < F4,1 onD°INV. q / •` + 53.2 O'• THE SECOND O FLOOR TO BE OCCUPIEDIC JY MUSEUM DIRECTOR/CURATOR & FAMILY, 39.1 O0o0O0°°y 0 0 0 o u o o v o o oo°c°0°00°°0°0°°°°°° )0,:° °ow 3/4--1-1/2- STONE CONFLICTING SCHEDULES WHICH WILL CAUSE PARKING CONGESTION. 000000 % PETITION #3754 DOUBLE WASHED LILY 1. 4'-5' TALL PRIVET HEDGE ALONG SOUTHERLY EDGE PARKING LOT (SHCWN) 10" SEDIMENT 1RA1 T_t' POND 2. PAVERS MAY BE SUBSTITUTED FOR PAVEMENT (SHOWN WITH STRUCTURAL DETAIL) ' (2) P.EQ•D PER BASF''' PROPOSED FLOW DIFFUSER RAINAGE SYSTEM n 'wo". o o BOTTOM STONE { 11 B iv ELEV. 37.8 MAP 122 PCL 82 OF THE ZONING BOARD OF APPEALS DECISIONS AS LISTED ABOVE. �I 30" I REMOVE KNOCKOUTS PERCHED WATER STRUCTURES (fYP.) 12" COMPACTED -_ AT EL. 36.61: .BETWEEN (2) H-20 FLOW DIFFUSER'S IN BED CONFIGURATION PROCESSED GRAVEL - BENEATH STRUCTURE 3' SONE ALL AROUND, OVERALL DIMENSIONS 22' X 10' X 1.3' EFF. DEPTH CONCRETE: 4000 PSI MIN. AT 28 DAYS 9 DESIGN LOA DING/REINFORCJ\`G SH-20HOR SHOREY PRECAST OR EQUAL DRAINAGE D E7AI L �,j DB -9 GUTTER INLET 30" X 30" X 24" HIGH NOT TO SCALE SEPTIC REVIEW: THE EXISTING SEPTIC SYSTEM IS DESIGNED TO ACCOMMODATE A FLOW f 584 GALLONS PER DAY, BASED ON A 2 MIN. PER INCH PERC. RATE. 4 BEDROOM DWELLING UNIT - 440 GPD MUSEL"A (RETAIL TYPE FLOW) 1900 SF (50/1000) = 95 GPD 535 GPD DESIGN F UTILIZE EXISTING 584 GPD CAPACITY SEPTIC SYSTEM (SEE PLAINS ON FILE WITH THE HEALTH DEPARTMENT) NOTE: EXISTING 5 BEDROOM HOUSE TO BE CONVERTED TO 4 SEDP' OPENING OF FUTURE PUBLIC RESTROOM. BENCHMARK - HYDRANT ON TAG BOLT #1505 EL. - 42.65 (ASSMD) PARKING AREA HAS REMOVED + 4.5 AS OF 6/13/02 NOT TO BE RESTORED 1 UNDER ANY CIRCUMSTANCES. 140 -4\ MAP 122 PCL 80 P KING CALCULATIONS: 1 DWELLING UNIT (2 SPACES/UNIT) m 2.0 SPACES MUSEUM GUESTS- 12 PERSONS MAX. (1/3) 4.0 SPACES 6.0 SPACES REOUIRED 8.0 SPACES PROVIDED 521 CMR: 1 ACCESSIr'LE SPACE REQUIRED ONE VAN ACCESSIBLE SPA:]E PROVIDED \ j /� �. BARN 51.2 48 320.9 + 4 A$ 40.4 43. + 3 51.1 / 4e.1 j V x 1 r // 6.3 Im 2 /STORY WOODFRAME OW LING Le l GAR. k A 15 cLi 1 / THE EDWARD GOREY HOUSE" i' MAP 1 CL 61 9 In A T.O.F. - 43.0 430 52 51.1 T AREA q / I I L ----J 29,006 t�. + .1 1i `� l / o � � I.o• � I I / +49, 0. t ACRES In ZO / + 43.3 + 53.1 + 53.5 z 40,3 a = 1 / PROPOSED HCP RAM v q Nf/RAILS TO CO IT. DE v 1 CON I r2 PROP. 5' BPAD CONIC. WAC EXIS"iNG SEPTIC LEACHIN FIELD + 5. FISH yjd0. 40.1 �t' - SLOPE 1% POND y�y 1--� - -� l l 4 .86�I Py�fNG -T '�A'_S.EPTi,- + 40.2 1p..-0 i aO 1:12 MAX. NCP RAM �r -)-1 00 GW,, COMPONEt'f5 �l-1q r - - - - 1 1.8 IH}10 S�T1 Tb.FIEMAr +t�kkkk`� - -J '} ,i 00Lh GAL/-� i / _ F •A LOCATION L - - - + 53.6 D.z C'. H 1 - P7'C' I a - I j PRIOR Jo RAM PROPOSED P � ' ry. CONS�.ICTON I� - f - FUTURE PA KING FREE STANDING SIGN O F"C 1/ _ TIS( \ ` I - EXPANSION F REQUIRED 45. •+ D ROP"OS D 61�C RACK L BYH-20 OBA OR IILDING COMSISSIONEED. (PROPOSED PA ) 3 r� (PARKING AREA ) ( + RETAIN EXISTING I z No - - � VEGETATIVE SCREENING 0 40 tt - RR TIES \ + � \- +423 N I 4 + 48.6 0.2 -*� 3.5 q � X 41.4 X X -} t� X MAP 122 PCL 62 (2) 4'SCHBO PVC PIPES 4'-5' HIGH AT TIRE OF PLA.NTING PRIVET HEDGE TO BE INSTALLED ALONG EDGE OF PARKING (2) 4' X 8' H-20 FLOW DIFFUSERS (TRIM TO 24" HIGH AT RC.AD TO ALLOW TURNING SIGHT DISTANCE) MAP 122 PCL 83.2 WITH 3' STONE ALL AROUND AND 4" BELOW (2) 4" SCH-80 PIPES FROM &'SIN TO .LEACHING SET UNITS IN CLEAN SAND ONL'f. SITE ELAN- SCALE: LllN _ ARNE HATCHED AREA IS PROPOSED SCALE: 1 =20• OJI TURFS70NE BRICK PAVERS CIVIL WITH GR/SS PLANTED IN 20 0 20 40 60 Feet No. _ SLOTS. VIPROX. 2100 SF - F9F-IST SEE CROSS SECTION ENTRANCE APRON AND HANDICAPPED PARKING H. ARE BITUFAINOUS PAVEMENT. SEE PAVEMENT CROSS SCCTION + 50.8 + 55.0 (P o ATE + 53. RR TIES WHERE -INDICATED L_ LOAM & SEED 8000 PSI TURFSTONE BY PAVERS BY IDEA IN ALL OPENINGS IURFSiON1- BRICK PAVERS OR APPROVED EQUAL 40X OPFN APERTURE BRICK UNITS- ROLL AFTER INSTALLATION, 1-3 TON ROLLER INSTALL PER .MANUFACTURES INSTRUCTIONS IDEAL'CONCRETE BLOCK CO. WVYNJDFALCONCRETEBLOCK.COM 1, 1.5" BIDDING COARSE OF WASHED CONCRETE SAND CONF09hiiNG TO ASTM C33 GRAD;NG REQUIREMENTS SCREEDED TO GRAD".` EXTEND 6" MDPW M1.03.1 VIS, ROLLER COMPACTED 12" PROCESSED GRAVEL IN (2) 6" LIFTS ALL DISTURB© AREA.; BLOAM & SEED REMOVE TOP & SUBSOIL COMPACT SUBBASE (TYP•) NOTE: ALL FILL TO BE CLEAN SAND & GRAVEL COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY WITH VIBRATORY ROLLER. BFLICK PATERS SEC I ION NOT TO SCALE 12" X 3" 1" TOPCOAT MASS DPW CCBERM / TYPE 11 12" PROCESSED GRAVEL 6" LOAM & SEED MDPW M1.03.1 V6, ROLLER COMPACTED ALL DISTURBED AREAS REMOVE TOP Sr. SUBSOIL COMPACT SUBBASE (TYP.) NOTE: ALL Fill 70 BE CLEAN SAND &GRAVEL COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY WITH VIBRATORY ROLLER. P VE -IM EII T CROSS SECTION -- NOT TO SCALE GENERAL_ NOTES: ES: 1. THE LOCATION OF EXISTING 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 UIUTIES 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 YARMOLJTIJ SUBDIVISION REGULATIONS j AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT'. ANY SEPTIC WORK AND MA-ERIALS 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 MSHTO-1120 UNLESS NOTED. 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY .INE STAKING. 4 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. B. 6" LOAM AND SEED ALL DISTURBED AREAS N07 PAVED. i 5 9 CPA:NAGE COMPONFt.5 NC•T TO BE BACKFILI FD OR (304=4i.173 H/NYGUT _ NSPECTtON BY OWNERS ENGINIFER AND P- ,IAJSSION OLYF'N_C. I 10. COORDiNATF. UTILITY iN51'ArJsifiUN5 WITH •,:,FI:S ..,,,, ..,. C .h 11. PARKING LOT UGHT:NG SHALL NOT CAUSE GLARE FOR MOTOR61.`, PEDESTRIANS OR NEIGHBORING PREMISES. I '.-. CONTRACTOR TO VERIFY FIELD CONDITIONS AND ENSURE HCP RAMP IS CONSTRUCTED d ! TO ADA AND ARCH. ACCESS BOARD STANDARDS. COORDINATE 19i7H ARCHf1ECT. 3 5�-;. 52 szs LBA CONDITIONS ('2EFER TO PETITIONS FGF EXACT LANGUAGE) PETITION #3747 1. RELIEF GRAN ED FOR PARKING. AREA (.? r'LTT PO"; :"375^.) ) 2. PERMIT NOT TRANSFERABLE WITF;OUT R"IHER RELIEF FROM ZBA 3, THE FRONT PARKING AREA HAS BEEN FUMINATED (SHOWN) - 4. HOURS OF OPERATION LISTED IN PETITION EXCEPT SUNDAYS OPENING DELAYED TILL N07N A _ 5. NO MORE THAN ONE ACTIVE KITCHEN ALLOYED IN ENTIRE BU(D NC. q / •` + 53.2 O'• THE SECOND O FLOOR TO BE OCCUPIEDIC JY MUSEUM DIRECTOR/CURATOR & FAMILY, w / \ 7. OCCUPANCY OF FIRS FLOOR RESTRICTED TO 12 PERSONS 8. MUSEUM SHALL COORDINATE EVENtS WITH NEIGHBORHOOD GROUPS TO AVOID I CONFLICTING SCHEDULES WHICH WILL CAUSE PARKING CONGESTION. CONC. % PETITION #3754 LILY 1. 4'-5' TALL PRIVET HEDGE ALONG SOUTHERLY EDGE PARKING LOT (SHCWN) e POND 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 J MAP 122 PCL 82 OF THE ZONING BOARD OF APPEALS DECISIONS AS LISTED ABOVE. + 551 9 I 1 T eii � N �� N OF LAND IN a SiL l���l L w .' �l ''g �•xtJ y ��a.1OU t, (0 v l s1 PREPARED FOR: DRAFTER: DAO/ASL DATE: 11-19-01 CHKD BY: AHO REVISED: 3-08-02 (MOVE FRONT PARKING TO REAR, ADJUST RAMP) a REVISED: 4-26-02 (ADD FUTURE PARKING, SEPTIC NOTE, NO LIT SIGN)„ T SCALE 1- = 20' REVISED: 6-13-02 (PAVERS, DRAINAGE, HCP/GRADES, ZBA NOTES) 01-070 01-DWHIGHLAN•D.DWQL SHEET 1 OF 1 . 0 ".