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HomeMy WebLinkAbout98.3 - Site Plan (2)fXl � � �� ROUTES l�BpOA0y.1""..✓"' k . ,.-LOCUS L= { 1 t }jj iy .y '� LOCUS MAP ASSESSOR'S MAP, 98. PARCEL 3 ZONING DISTRICTS. 81. MIN FRONTAGE - 150' MIN LOT AREA'- 25000'S.F. MAX BUILDING HEIGHT - 35' SETBACKS: FRONT - 30'. SIDE - 25'. REAR - 20' MAXIMUM SITE COVERAGE - 70% MAXIMUM BUILDING COVERAGE - 25-V FLOOD ZONE C. MAP 250015 0004 C. DATED 6/17/86 GENERAL NOTES: I. PROPERTY LINE INFORMATION WAS 'COMPILED FROM AVAILABLE PLANS AND DEEDS OF RECORD AND DOES NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. 2. .-VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS SET. :SEE SITE PLAN. 3. 'NO DETERMINATION HAS BEEN MADE AS TO :COMPLIANCE WITH DEED RESTRICTIONS OR ZONING REGULATIONS. l; T, SPALL. REMAIN THE CL CENTS RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL PERMITS., VARIANCES ETC. FOR THIS PROJECT. 4. IT SHALL REMAIN,THE CLIENT'S RESPONSIBILITY TO HAVE THE PROPOSED BUILDING FOUNDATION DESIGNED 70 ACCOUNT FOR THE EXISTING GRADE AND SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED BUILDING., ALL SEPTIC.' SYSTEMS AND FOUNDATIONS FROM THE FORMER BUILDINGS ON THE SITE ARE TO BE LOCATED AND REMOVED PRIOR TO CONSTRUCTION. 5. ',,ALL $TORMWATER RUNOFF FROM IMPERVIOUS AREAS TO BE CONTAINED ON SITE. 6. 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. 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. 8. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED EQUAL, - 9. SEPTIC TANK;,PUMP CHAMBER AND D -BOX SHALL BE REINFORCED PRECAST CONCRETE -AND WATERTIGHT. /O: D -BOX IS TO BE WATER TESTED TO CHECK FOR LEVEL. I1, BEFORE CONSTRUCTION CALL 'DIG -SAFE'. 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. AREA CALCULATIONS: TOTAL LOT AREA - l4. 9351 S.F. TOTAL BUILDING AREA 1.744 S.F. - 12% TOTAL PAVED ANO WALK AREA - 4,5403 S.F. - 30% TOTAL IMPERVIOUS AREA - 6.284t S.F. - 42% PARKING CAL CUL A T I ONS : oFFIcE USE I SPACE PER 2 OCCUPANTS REQUIRED. I OCCUPANT PER /00 SF 1540 SF NET/ 100 - 16 OCCUPANTS / 2 - 8 SPACES REQUIREO TOTAL PROVIDED - 8 SPACES HANDICAPPED SPACES PROVIDED - I SPACE CLAY SP I CK L EVEL I NG COURSE MORTARED 114 PLACE 4' MIN'. PFASTO'.E- / /4'/F T -_Fn FROM E'AS111 MOP. TAR ALC-" JOINTS 3/4'-11/2' WASHED STONE ALL AROUND 0 ad�t3 JtltCYl1T1� 8- MIN, H2O CAST IRON FRAME AND COVER WITH I- VENT TO FINISH GRADE �4 MIL POLY LEACHING BASIN ' IH -201 6' ' 01AM. - 2MIN.. LEACHING BASIN DETAIL NO SCALE PAVEMENT DE TA I L NO SCALE ACCESS COVERS MUST 6' OF FINISH GRADE 99.5 �.FIRST 70 I ___.. ✓� 8E LEVELS S 9' MINIMUM 3' MAXIMUM MIN 2' OF PEASTONE 3/4' - 1 1/2' DIA. DOUBLE WASHED STONE T e 95.5 l-1 95.1 H-20 e 2' o e BAGA FELE 5. 7 e 95.0 ®93GA'. D 3 OUTLET 1-500 GAL LEACHING CHAMBER 1W/4' STONE AROUND. 12.8'a x 16.5'1 x 2'd 1500 GAL D -BOX SEPTIC TANK lH-201 (H 201 6' CRUSHED STONE OR COMPACTED BASE PROFILE : NOT TO SCALE _ CATCH BAS ' '' !NS / 600 GALLON-", lEAE AROUNDN4T. STON 30 7 �YO _ X1500 GALLON �p -0-BGX SEPTIC TANK VENT 1, \ - a. ��99 i ` 27:t DUAfPSTER \ \ 'R� . TPef Q5 F 'TFo - #ti- 5E� T `. \0 t 1-6'000 GALLON F LEACH PITS 012' STONE 9R0UND F MH `1J • YfNT A 0 TYPE 1-1 BITUMINOUS CONCRETE 2' BINDER COURSE. 1" TOP COUPfE 8.5' DENSE GRADED CRUSHED ST01/E OR 12' GRAVEL BASE c 3 u/�15R rnu INVERT ELEVATIONS: LEGEND El CONCRETE BOUND FOUND ® WATER GATE -W- WATER LINE O HYDRANT © GAS GATE -G- GAS LINE 1744 SF GROSS AT 75 GPD / 1000 SF CATCH BASIN �--o- UTILITY POLE W1 GUY WIRE ---- OHW - OVER HEAD WIRES -T- UNDERGROUND TELEPHONE LINE 4740.4 EXISTING- SPOT ELEVATION EXISTING CONTOUR +D.4D PROPOSED SPOT ELEVATION <�� PUNOFF DIRECTION INVERT ELEVATIONS: DESIGN CR I TER I A INVERT AT BUILDING: 96.1 DESIGN FLOW: 1VFll7 INVERT IN SEPTIC TANK: 95.75 1744 SF GROSS AT 75 GPD / 1000 SF 18' INVERT OUT SEPTIC TANK: 95.5 EQUALS 131 GPD. 200 GPD MINIMUM REQUIRED INVERT IN DIST. BOX: 95.27 INVERT OUT DIST. BOX: 95.1 SEPTIC TANK REQUIRED: INVERT IN LEACH CHAMBER: 95.0 200 G.P.D. X 200Y -,400 GAL. SEPTIC TANK PROVIDED: 1500 GAL, MIN. BOTTOM OF LEACH CHAMBER: 93.0 ADJUSTED GROUND WATER: N/A SOIL ABSORPTION SYSTEM REQUIRED: OBSERVED GROUND WATER: NIA DESIGN PERC RATE ( 5 MIN/INCH BOTTOM OF TEST HOLE #l: 87.6 SOIL TEXTURAL CLASS - I EFFLUENT LOADING RATE - 0.74 GPD/SF 200 GPD / 0.74 GPD/SF - 270 S.F. REQUIRED PROVIDED., 1-500 GAL LEACHING CHAMBER W/4' STONE AROUND. A-328 S.F. 328 S.F. x 0.74 - 243 G.P.D. THIS LOT /S WITHIN A ZONE /1. LIM/TED TO 440 GPD / 40.000 SF. 14.935 / 40.000 x 440 - 164 GPD MAXIMUM ALLOWED. SOIL TEST PIT DATA INDICATES INDICATES PERCOLATION _y = OBSERVED TEST - GROUNDWATER TP # l TP #2 0' HORIZON TEXTURE COLORHORIZON TEXTURE COLOR 98.6 0' 99.1 0 0 3 . ..... .. ... ...... .... .:..... 98.4 4 - -j -- ------ . ................ ........ 98.8 A LOAMY IOYR i A LOAMY IOYR SAND 4/2 SAND 4/2 12' 97.6 12' ......... ............. ............ 98.1 B LOAMY IOYR BLOAMY IOYR SAND 5/8 SAND 5/8 26" ...... ..... .... ............ 96.4 30' 96.6 C I MED -COARSE IOYR C I MED -COARSE IOYR SAND 6/4 I SAND 6/4 K 132' NO WATER I 87.6 /36'1 NO WATER DATE: OCTOBER It. 2006 TEST BY: STEPHEN HAAS WITNESSED BY: PHIL RENAUD PERC RATE: C 2 MIN/INCH A ep ax AlIFFIOVED S / TE PL,gN O/=- LAIVO FO,A? S Y T -",E- A ViE_NUE .+ M/ , / A'�P_5? <6 . PA R CEL 0 / PREPARED FOR : WILL 1AM SWIF-T SCALE: / "- 20 . OCTOBER 2006 ,,CLE SURVEYING, I RIC 923 Route 6A MIA% Yormouthport, MA. 02675 ( 508) 362-8132 ( 508) 432-5333 JC8 fJ�: 06-010 FIELD : CFdY/EEK CA L C : SAN/CFW j CHECK; CFV! I DRN : SAH i 87.8