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Home My WebLink About9 Windemere Road - Site Plan of Land`L LOCUS MAP ASSESSOR'S MAP 21, PARCELS 31. 33 AND 45 OWNER OF RECORD: OCEAN RESORTS MARKETING. INC. 11846 ISLAND LAKES LANE SOCA RATON FL 33498 ASSESSOR'S MAP 21, PARCEL 46 OWNER OF RECORD: JOSEPH JAC08SON P.O.BOX 271 MIDDLEBORO. MA 02346 ZONING DISTRICTS. R-25. MIN FRONTAGE - 150' SETBACKS: FRONT - 30'. 510E - 15'. REAR - 20' MAXIMUM BUILDING COVERAGE - 25% FLOOD ZONE B. Al2 (EL 12). Al2 /EL l0) AND V15 (EL l3). MAP 250015 0005 D. DATED 7/2/92 GENERAL NOTES: 1. PROPERTY LINE INFORMATION WAS COMPILED FROM AVAILABLE PLANS AND DEEDS OF RECORD AND DOES NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. 2. TOPOGRAPHIC INFORMATION WAS OBTAINED BY ELECTRONIC SURVEY METHODS. J. ELEVATIONS SHOWN REFER TO NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.). FOR BENCH MARKS SET SEE SITE PLAN. 4. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING REGULATIONS. IT SHALL REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL PERMITS. VARIANCES ETC. FOR THIS PROJECT. 5. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY TO HAVE THE PROPOSED BUILDING FOUNDATIONS DESIGNED TO ACCOUNT FOR THE EXISTING GRADE AND SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED BUILDING. 6. ANY RETAINING WALL SHOWN ON THIS PLAN IS FOR LOCATION ONLY AND SHALL BE DESIGNED IN ACCORDANCE WITH STANDARD PRACTICE. 7. THIS PROJECT SHALL MEET ALL PROVISIONS OF THE TOWN OF YARMOUTH SIGN CODE. 8. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. 1 -888 -OIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES, 9. ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D,E.P. TITLE 5.AND LOCAL BOARD OF HEALTH REGULATIONS. IO.ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 2' IN DEPTH SHALL BE CAPABLE OF WITHSTANDING H-20 WHEEL LOADS. II.SEPTIC TANK AND D -BOX SHALL BE REINFORCED PRECAST CONCRETE AND WATERTIGHT. 12.ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED EOUAL. 13.ALL EXISTING CESSPOOLS TO BE PUMPED DRY. REMOVED BACKFILLED WITH CLEAN SAND AND COMPACTED. 14.ALL UNSUITABLE MATERIAL (A A B HORIZONS) ENCOUNTERED BELOW THE INVERT OF THE LEACHING FACILITY TO BE REMOVED FOR A DISTANCE OF 5' AROUND AND REPLACED WITH SAND IN ACCORDANCE WITH TITLE 5. IS.D-BOX TO BE WATER TESTED TO CHECK FOR LEVEL. AREA CALCULATIONS: TOTAL LOT AREAS (31 A 33)- 18.6873 S.F TIDE PLANTING HIGH DENSE 'REEN SHRUB \ - i R, 5 A0 5 FOR' N N f Ll �.� PARCEL 31 _ 65843 S.F. 9e. a / 0 ` O. a' / NEW SAS J/ 6 III SYSTEM I \ R MOVE ,fXrSTI NG'-' POA POO S PARCEL 33,,, 0 SEPTIC SYSTEM �OREM^VE '."�.r SFO Gy 121033 S.F. r II. Q�a TI VY '0j 1500 G SEPTIC 005E'C20 IO' WIDE HARDENED /' L- / ? Cj TANK SURFACE FREE OF +\5 EOQ 05 \ FENCES. PLANTING AND BUILDINGS FOR �� i' \1 I p �. P?M1 0 l/' \ EMERGENCY ACCESS 5 % I 0 ,V v' F(000 NFA` S�/�6 X? \ - : �/ f P RCEL/46 ' - ^ ♦ __ \ F<�! �72503,$.F. RFs ) v ri PROPOSED 4WIDE PLANTING / % Q4" • ' J /' _ ' �'- _'1--- _ `� - STRIP OF A 5' HIGN DENSE 0P�1P� PLANTED EVERGREEN SHRUB 9� / SYSTEM 02 SAS rq -��, ,. ,•/j \�G ti� 0 '' D -BOX a� ` 0� Qi Of- ` ro'''i• /0' WIDE HARDENED m sF,�'Pp� F �4c / `� \� n.0 o `rp % �, . SURFACE FREE OF \ ' ? yc'•v !q o�'PF4, epi . ,� BF O j FENCES. PLANTINGS \ `� 1 ��F` yOa q.�4•�F°�Oi'c /' \ \0�9O �F�� AND BUILDINGS FOR EMERGENCY ACCESS PARCEL 45cl �d415O± S.F. ` s \ < ., �o oa �y EXISTING CONDI TIONS `SII 0y" 16 UNIT, 16 KITCHEN. l9 BEDROOM COTTAGE COLONY EXISTING PRIVET HEDGE TO REMAIN L J` GPPPOF Q TOTAL BUILDING AREA - 3.1253 S.F. - 17x OF SITE ACCESS COVERS MUST BE WITHIN '., ACCESS COVERS MUST BE WITHIN 9' MINIMUM, TOTAL LOT AREAS 145 A 46)- 21.4003 S.F. PROPOSED PLA N 3' MAXIMUM COVER FIRST 2' TO 3' MAXIMUM COVER TOTAL BUILDING AREA 4.5541 S.F. - 21x OF SITE TO I PIPE BE LEVEL -737 MIN 2' OF PEASTONE 4' 014M PIPE 13 UNIT. 13 KITCHEN. 13 BEDROOM PP 8.0 9 OUTLET 6-500 GAL 3/4' - I 1/2' DIA. Q- ��9.25 8.88 / bP WASHED STONE GA 5 Y BAFFLE 9.05 L 6. 5 'P 7' S LEGEND PARKING CALCULATIONS: SEASONAL TIME SHARE CONDOMINIUM 1500 GAL INVERT AT BUILDING ♦!r 11.65 DESIGN FLOW: SEPTIC TANK 6' CRUSHED STONE BASE INVERT IN SEPTIC TANK: 11.25 ' � CONCRETE BOUND FOUND RESIDENTIAL. HOTEL/MOTEL - I.1 SPACE /UNIT NO GARBAGE GRINDERS DES l GN CR l TER 1A INVERT AT BUILDING: ® NATER CA TE I3 TOTAL UNITS x 1.1 - 14.3 SPACES REOUIRED 9.5 6 BEDROOMS AT 110 G.P.D. PEP INVERT OUT SEPTIC TANK: O WATER LIN£ INVERT IN DIST. BOX: 9.05 REQUIRED: INVERT OUT DIST. BOX: 8.88 HYDRANT PARKING PROVIDED - IB SPACES 8.5 100' IS REOUIRED BETWEEN THE SAS AND BOTTOM OF LEACH CHAMBER: 7.5 GAS TO THE SAS AND 73' IS PROVIDED TO THE PROVIDED: 6-500 GAL LEACHING CHAMBERS 660 G.P.D. X 200x - 1320 GAL. AREA HIGH GROUND WATER: -® GAS LANE ' ® CATCH BASIN -o UTILITY POLE N/ GUY WIRE OHW OVER HEAD WIRES -T- UNDERGROUND TELEPHONE LINE -40.4 EXISTING SPOT ELEVATION EXISrINO CONTOUR PROPOSED SPOT ELEVATION S YS TEM # l ACCESS COVERS MUST BE WITHIN '., ACCESS COVERS MUST BE WITHIN 9' MINIMUM, 6' OF FINISH GRAD 9' MIN/MUM. 3' MAXIMUM COVER FIRST 2' TO 3' MAXIMUM COVER FIRST 2' TO I PIPE BE LEVEL -737 MIN 2' OF PEASTONE 4' 014M PIPE �g WASHED STONE cas 10.7 10.0 BAFFLE PP 8.0 9 OUTLET 6-500 GAL 3/4' - I 1/2' DIA. Q- ��9.25 8.88 / bP WASHED STONE GA 5 Y BAFFLE 9.05 L 6. 5 'P 7' S 3 OUTLET 7 FLOWDIFFUSOR CHAMBERS O -BOX W/4' STONE AROUND, 12'x 64'x I' 1500 GAL INVERT AT BUILDING ♦!r 11.65 DESIGN FLOW: SEPTIC TANK 6' CRUSHED STONE BASE INVERT IN SEPTIC TANK: 11.25 PROF l L E: NOT TO SCALE INVERT ELEVATIONS: NO GARBAGE GRINDERS DES l GN CR l TER 1A INVERT AT BUILDING: 10.0 DESIGN FLOW: INVERT IN SEPTIC TANK: 9.5 6 BEDROOMS AT 110 G.P.D. PEP INVERT OUT SEPTIC TANK: 9.25 BEDROOM EOUALS 660 G.P.D. INVERT IN DIST. BOX: 9.05 REQUIRED: INVERT OUT DIST. BOX: 8.88 NO GARBAGE GRINDERS INVERT /N LEACH CHAMBER: 8.5 100' IS REOUIRED BETWEEN THE SAS AND BOTTOM OF LEACH CHAMBER: 7.5 SEPTIC TANK REOUIRED: TO THE SAS AND 73' IS PROVIDED TO THE PROVIDED: 6-500 GAL LEACHING CHAMBERS 660 G.P.D. X 200x - 1320 GAL. AREA HIGH GROUND WATER: 2.5 SEPTIC 74NK P-111 01-16.0 w2-15.0 0 -� 10 20 ...:._... 40 ROVIDED. 1500 GAL. M/N SOIL ABSORPTION SYSTEM REOUIRED: DESIGN PERC RATE ( 5 MIN/INCH SOIL TEXTURAL CLASS • I EFFLUENT LOADING RATE - 0.74 GPD/SF 660 GPD / 0.74 GPD/SF - 891 S.F. REOUIRED PROVIDED: 7 FLOWD/FFUSOR CHAMBERS W/4' STONE AROUND. A-920 S.F. 920 S.F. / 0.74 - 680 G.P.D. S YS TEM #2 ACCESS COVERS MUST BE WITHIN 9' MINIMUM, 6' OF FINISH GRAD 3' MAXIMUM COVER FIRST 2' TO BE LEVEL LAIN 2' OF PEASTONE I PIPE -737 3/4' - 1 1/2' DIA. •11.85 =� 11.0 10.53 2• �g WASHED STONE cas 10.7 10.0 BAFFLE PP 8.0 9 OUTLET 6-500 GAL LEACHING CHAMBERS - D -BOX W/4' STONE AROUND. 12. 8'x 59'x 2" 1000 GAL -coTIC TAN6' CRUSHED STONE BASE PROFILE : NOT TO SCALE INVERT ELEVATIONS: DES/GN CRI TER IA: INVERT AT BUILDING ♦!r 11.65 DESIGN FLOW: INVERT AT BUILDING *2: 11.85 7 BEDROOMS AT 1/0 G.P.D. PER INVERT IN SEPTIC TANK: 11.25 BEDROOM EOUALS 770 G.P.D. INVERT OUT SEPTIC TANK: 11.0 INVERT IN DIST. BOX: 10.7 NO GARBAGE GRINDERS INVERT OUT DIST. BOX: 10.53 INVERT IN LEACH CHAMBER: 10.0 SEPTIC TANK REOUIRED: BOTTOM OF LEACH CHAMBER: 8.0 770 G.P.D. X 20Dx - 1540 GAL. SEPTIC TANK PROVIDED: 2000 GAL. MIN. AREA HIGH GROUND WATER: 2.5 SOIL ABSORPTION SYSTEM REOUIRED: REQUIRED: M11!/INCH DESVARIANCES SOILGTEXTURALPERCACLASSS TOWN OF YARMOUTH HEALTH REGULATIONS: EFFLUENT LOADING RATE - 0.74 GPD/SF 100' IS REOUIRED BETWEEN THE SAS AND 770 GPD / 0.74 GPD/SF - 1041 S.F. REQUIRED A WETLAND RESOURCE AREA. 78' IS PROVIDED TO THE SAS AND 73' IS PROVIDED TO THE PROVIDED: 6-500 GAL LEACHING CHAMBERS RESERVE AREA. 22' AND 27' VARIANCES ARE W/4' STONE AROUND. A-1042.4 S.F. REQUESTED. 1042.4 S.F. / 0.74 - 771 G.P.D. S / TE /1-:'L4N O/=- LAIVO OCEA IV V / EW VILLAS ✓EST Yet R "O U TA -1 . "A. P R E P A R EO FOR : ROB ER T O S TEL SCALE : / " - 20 SEP TEMBER 3 REVISED: OCTOBER 4. 1999 REVISED: NOVEMBER 24, 1999 EAGLE SUFRVEYING, INC 923 Route 6A Yarrnouthpor t , MA. 02675 ( 508) 362-8 '1 32 ( 508) 432-5333