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HomeMy WebLinkAbout373 Whites Path - Site Plan 2MID -CAPE, HIGHWAY LOCUS MAP VARJANCES E EXIST, m INVERT ELEVATIONS: ® DESIGN CRITERIA: F /02.1 ROp ACCESS COVERS MUST9' MINIMUM. REMAIN THE CLifNT'S RESPONSIBILITY ZONING DISTRICTS, B3 A APD MIN FRONTAGE - 100' GAS GATE TO HAVE BE TO FINISH GRADE 3' MAXIMUM COVER INVERT AT BUILDING: 102.0 DESIGN FLOW: OHW FIRST 2' TO SETBACKS: FRONT - 30'. SIDE - 10'. REAR - 30' INVERT IN SEPTIC TANK: 100.65 FACTORY, INDUSTRIAL AND STORAGE USE - BE LEVEL MIN 2' OF PEASTONE INVERT OUT SEPTIC TANK: 100.4 3 BAYS AT 5 PEOPLE/BAY x 15 GPD - 225 GPD MAXIMUM LOT COVERAGE - 70x WHEN ARTIFICIAL RECHARGE W INVERT IN DIST. BOX: 100.27 1000 SF OFFICE x 75 GPD/1000 SF - 75 GPD 4' DIAM PIPE 3/4' - 1 1/2' DIA. INVERT OUT DIST. BOX: 100.E TOTAL FLOW - 300 GPD BASIN 99.1 102.0 0 6 100.4 100.1 2' H 20 �° DOUBLE WASHED STONE INVERT IN LEACH CHAMBER: 100.0 '° 98.0 99.6 SEPTIC TANK REQUIRED: 2 COMPARTMENT 499.7` q \ \+9g,5 M 100.65 seAEFL !00.27 Ds 1p0, BOTTOM OF LEACH CHAMBER: 98.0 300 G.P.D. X 200% - 600 GAL. I s t COMP ow o Soo 0 3 OUTLET 2-500 GAL LEACHING CHAMBERS PROPOSED ANDSCAPED EE>} -±99.6 _100-- ADJUSTED GROUND WATER: N/A 300 G.P.D. X 100% - 300 GAL. 2nd COMP ��99.7 �I - }ARGVNO -51GN PLANTED W/TV o D -BOX W/4' STONE AROUND. 12.8'W x 25'1 x 2'd OBSERVED GROUND WATER: N/A SEPTIC TANK PROVIDED: 1500 GAL, 2 COMP vD 1500 GAL H-20 H-20 TOTAL PARKING AND DRIVE - 13.382± S.F. - 48.1x OF SITE BOTTOM OF TEST HOLE �l: 94.0 - 02-\ 02- •�� 2 COMPARTMENT ,-- _ - --- - TWO POSTEC ,O! 9 6' CRUSHED STONE OR --- 4.!Hl TE SIGN 20' BUFFER 02.5 PROPOSED CATCH BASIN AIM -140.0 SOIL ABSORPTION SYSTEM REQUIRED: -' SEPTIC TANK I ' / txn c COMPACTED BASE INDUSTRIAL USE. 2000 SF / 200 SF PER PERSON - to PEOPLE �_ DESIGN PERC RATE ( 5 MIN/INCH STORAGE USE. 3000 SF / 300 SF PER PERSON - IO PEOPLE PROPOSED 3 CALIPER SOIL TEXTURAL CLASS - 1 PROF I L E: NOT TO SCALE SITES 20 OC PER - p PROPOSED 11 p EFFLUENT LOADING RATE - 0.74 GPD/SF MID -CAPE, HIGHWAY LOCUS MAP VARJANCES E EXIST, m \ ® ASSESSOR'S MAP 110, PARCEL 8 F /02.1 ROp WATER LIN£ 4. 1 SHALL REMAIN THE CLifNT'S RESPONSIBILITY ZONING DISTRICTS, B3 A APD MIN FRONTAGE - 100' GAS GATE TO HAVE THE PROPOSED BUILDING FOUNDATION MIN LOT AREA - 40000 S.F. MAX BUILDING HEIGHT - 35' DESIGNED TO ACCOUNT FOR THE EXISTING GRADE OHW SEP C srsrEM SETBACKS: FRONT - 30'. SIDE - 10'. REAR - 30' CONDITIONS AT THE LOCATION OF THE PAVED p PROPOSED MAXIMUM BUILDING COVERAGE - 35% A Z a �.J H I C PATH CATCH BASIN RIM -98.52 MAXIMUM LOT COVERAGE - 70x WHEN ARTIFICIAL RECHARGE W ZTa. Sl emsrANce ® 98.7 OF EXCESS RUNOFF IS PROVIDED. BASIN p FLOOD ZONE X. PANEL 25001CO583J DATED 7/16/14 BY. CATCH BASIN 99.1 -- _ - 99.6 +99.1 499.7` q \ \+9g,5 AREA CAL COLA T l ONS: -Y@ PROPOSED ANDSCAPED EE>} -±99.6 _100-- PROPOSED-CAFCFT V TOTAL LOT AREA - 27.8/03 S.F. - 0.643 ACRES ��99.7 �I - }ARGVNO -51GN PLANTED W/TV BASIN RIM -100.5 TOTAL BUILDING AREA - 5.000± S.F. - l8.Ox OF SITE NATIVE SHRUBS AND TOR_ ORNAMENTAL GRASSES - 8�ag'2S E� TOTAL PARKING AND DRIVE - 13.382± S.F. - 48.1x OF SITE N 0' - 02-\ 02- •�� TOTAL 114PERVIOUS AREA - 18.3823 S.F. - 66.1x OF SITE ,-- _ - --- - TWO POSTEC ,O! 9 101.6 --- 4.!Hl TE SIGN 20' BUFFER 02.5 PROPOSED CATCH BASIN AIM -140.0 PARKING CAL CUL A TIONS : -' W,TH RED AND, (301.4.91 BLACK LETTER)NG I ' / txn c INDUSTRIAL USE. 2000 SF / 200 SF PER PERSON - to PEOPLE �_ Q PROP05ED LAWN STORAGE USE. 3000 SF / 300 SF PER PERSON - IO PEOPLE PROPOSED 3 CALIPER 24 PL TOTAL OCCUPANCY LOAD - 20 PEOE SITES 20 OC PER - p PROPOSED 11 p 517E PLAN REVIEW TEAM Z' I 1 SPACE/2 OCCUPANTS FOR BUISINESS/1NDUSTRIAL- 10 SPACES REQUIRED_ qP 2-1000 GAL PITS 102.3+ TOTAL SPACES PROVIDED - l0 SPACES \\ im -'Qp �- _ W/3' STONE AROUND 44' _ 101 2 \\ /' PROPOSED+ 02'2 \ 7 LIGHT fTYP1 \ � 02.2 + 101. 2 II i 101 91 / I �TE yo �FgT'C � a N 102. 2 GENERAL NOTES: . Ory TTT „' 1 �"01.9 1. PROPERTY LINE INFORMATION WAS COMPILED FROM sO' AVAILABLE PLANS AND DEEDS OF RECORD AND DOES H OD o� z NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. m 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS \\\ 81 PROPOSED BU'ING < H SET. SEE SITE PLAN. ` ' BAYS _XF THREE FL -103.0 J. NO DETERMINATION HAS BEEN MADE AS TO �-- COVENT HOLDING o COMPLIANCE WITH DEED RESTRICTIONS OR ZONING 2 -PROPOSED 3' CALIPER TANR % REGULATIONS. IT SHALL REMAIN THE CLIENTS TREES ON SIDE DP Bu/LD/NG 1 RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL TC FOR THIS PROJECT NO PER SITE PLAN REVIEW TEAMor o -m .+102.1 ' +Io2.s \ PERMITS. VARJANCES E EXIST, m \ ® BUILDING F /02.1 ROp WATER LIN£ 4. 1 SHALL REMAIN THE CLifNT'S RESPONSIBILITY m GAS GATE TO HAVE THE PROPOSED BUILDING FOUNDATION ro EXISTING kA DESIGNED TO ACCOUNT FOR THE EXISTING GRADE OHW SEP C srsrEM AND SOIL CONDITIONS AT THE LOCATION OF THE PAVED p ^ PROPOSED BUILDING. A Z a o w o m O 5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS o ro o n c TO BE CONTAINED ON SITE. �^ a n 50 ? a Ln � _ '� PROPOSED 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 AND D -BOX SHALL BE REINFORCED PRECAST CONCRETE AND WATERTIGHT. /O. D -BOX IS TO BE WATER TESTED TO CHECK FOR LEVEL. ll. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. PROPOSED 3' CALIPER TREE AT 20' OC IN BUFFER I ALTERAATE SPRUCE AND BIRCH f500 GALLON' 2 COMPARTMENT SEPTIC TANK +,02.8, / / / 2-500 GALLON LEACHING CHAMBERS W/4' STONE AROUND 0 PROPOSED CATCy f BASIN RIM,462.0 T-- 1 10'x 20 ' 1 (TYP) ' 1 N I I I +103.3 102. D LOT S BDxI 27.8/0+ S.F. PROPOSED GRAVEL STORAGE AREA TP*? ...12..8.... a / IO• fi T ® ry+1 a 2-8' DIAM r 6' DEEP PITS + 102,5 102.9 W/4' STONE AROUND h PROPOSED 3' CALIPER TREE AT 20OC IN BUFFER ALTERNATE SPRUCE AND BIRCH J 300 GPD / 0.74 GPD/SF - 405 S.F. REQUIRED PROVIDED., 2-500 GAL LEACHING CHAMBERS W/4' STONE AROUND. A-471 S.F. 471 S.F. x 0.74 - 348 G.P.D. 32" DIAM HEAVY DUTY TOTAL NITROGEN LOADING ALLOWED BASED ON LOT CAST IRON GASKETED COVERS �/ SIZE - 27.810 S.F.110.000 X 1/0 - 305 GPD TO FINISH GRADE. HOLDING TANK !V O TES : NITROGEN LOADING PROPOSED - 300 GPD. OK VENT TO BE ROUTED 1. HOLDING TANK SHALL BE H-20 PRECAST CONCRETE SOIL TEST P I T DATAs THRU BUILDING IN NON -HAZARDOUS 1500 GALLON WASTE WATER TANK INDICATES g INDICATES ACCORDANCE WITH PERCOLATION = OBSERVED STATE AND LOCAL FROM ACME PRECAST CO. AUDIO AND VISUAL ALARMS WITH TEST GROfAVOWATER I -PLUMBING CODES FLOAT SWITCH SET AT */: INTERIOR TANK AT 75% CAPACITY TP ./ TP s2 AND x2: BETWEEN THE TWO TANKS AS CLOSE TO THE 80TTOM AS POSSIBLE. 2. A PUMPING CONTRACT WITH A LICENSED SEPTIC CONTRACTOR IS REQUIRED FOR THIS HOLDING TANK INSTALLATION. J. OPERATION AND MAINTENANCE OF THIS SYSTEM REQUIRES THAT THE TANK BE PUMPED WHEN THE HIGH WATER ALARM SOUNDS (75% CAPACITY). CONTROL PANEL TO BE LOCATED INSIDE OF BUILDING. 4. ENGINEER TO INSPECT AND CERTIFY THE INSTALLATION OF THE HOLDING TANK TO THE BOARD OF HEALTH AND MASS DEP. "'�-ALL INLET. VENT AND ELECTRICAL HOLES TO BE PROVIDED WITH FACTORY �75X CAPACITY INSTALLED BOOTS. `Iry iLEAK DETECTION DEVISE ... to Mp CRUSHED STONE OR COMPACTED BASE H-20 PRECAST NON -HAZARDOUS 1500 GALLON WASTE WATER TANK BY ACME PRECAST CO. INNER TANK IS A 1500 GALLON MONOLITHIC TANK OUTER TANK IS A 2500 GALLON H-20 TANK. TANKS TO BE FACTORY WATERPROOFED INDUSTRIAL WASTEWATER HOLDING TANK = 102. 6 + 102.8 -------------- $TONE LINED e DRAINAGE $WALE^' 211 SF MIN �� 10 \ +103.8 r 1'L _ - -/-.-- 6U 6'FER a PROPOSED 3' CALIPER----- A) 106.7TREE AT 20' OC IN BUFFER 103.4 // 0 130,.4. 3Q•'II AL 1TER,tiATE SPRUCE ANO BIRCH + A $ TA' 2 ---------- ' RAIL +106.0 D ROA +104.1 +103. 1 12" HDPE PIPE CATCH BASIN 0 8' H2O CAST IRON FRAME AND GRATE �OR FRAME AND COVER CLAY BRICK LEVELING COURSE MORTARED IN PLACE !-D!A VENT CLEANOUT 12' HDPE PIPE TEE TO LEACHING PIT T z H-20 SOLID CATCH BASIN v H-20 CONC SLAB 6' DIAM -� W/12 DIA LEACH HOLE CA TCH AND SUMP BASIN DETA I L NO SCALE - ® LIGHT I rrPI ® WATER GATE F /02.1 ROp WATER LIN£ O HYDRANT + ~NSPOUr GAS GATE -G- y CATCH BASIN >- o- A OHW 12, P p w o UNDERGROUND TELEPHONE LINE PAVED p EXISTING SPOT ELEVATION 'a 40.40 PROPOSED AREA F- t PARKING a i+ ` A N PROPOSED SUMP BASIN p o I I PROPOSED 3' CALIPER TREE AT 20' OC IN BUFFER I ALTERAATE SPRUCE AND BIRCH f500 GALLON' 2 COMPARTMENT SEPTIC TANK +,02.8, / / / 2-500 GALLON LEACHING CHAMBERS W/4' STONE AROUND 0 PROPOSED CATCy f BASIN RIM,462.0 T-- 1 10'x 20 ' 1 (TYP) ' 1 N I I I +103.3 102. D LOT S BDxI 27.8/0+ S.F. PROPOSED GRAVEL STORAGE AREA TP*? ...12..8.... a / IO• fi T ® ry+1 a 2-8' DIAM r 6' DEEP PITS + 102,5 102.9 W/4' STONE AROUND h PROPOSED 3' CALIPER TREE AT 20OC IN BUFFER ALTERNATE SPRUCE AND BIRCH J 300 GPD / 0.74 GPD/SF - 405 S.F. REQUIRED PROVIDED., 2-500 GAL LEACHING CHAMBERS W/4' STONE AROUND. A-471 S.F. 471 S.F. x 0.74 - 348 G.P.D. 32" DIAM HEAVY DUTY TOTAL NITROGEN LOADING ALLOWED BASED ON LOT CAST IRON GASKETED COVERS �/ SIZE - 27.810 S.F.110.000 X 1/0 - 305 GPD TO FINISH GRADE. HOLDING TANK !V O TES : NITROGEN LOADING PROPOSED - 300 GPD. OK VENT TO BE ROUTED 1. HOLDING TANK SHALL BE H-20 PRECAST CONCRETE SOIL TEST P I T DATAs THRU BUILDING IN NON -HAZARDOUS 1500 GALLON WASTE WATER TANK INDICATES g INDICATES ACCORDANCE WITH PERCOLATION = OBSERVED STATE AND LOCAL FROM ACME PRECAST CO. AUDIO AND VISUAL ALARMS WITH TEST GROfAVOWATER I -PLUMBING CODES FLOAT SWITCH SET AT */: INTERIOR TANK AT 75% CAPACITY TP ./ TP s2 AND x2: BETWEEN THE TWO TANKS AS CLOSE TO THE 80TTOM AS POSSIBLE. 2. A PUMPING CONTRACT WITH A LICENSED SEPTIC CONTRACTOR IS REQUIRED FOR THIS HOLDING TANK INSTALLATION. J. OPERATION AND MAINTENANCE OF THIS SYSTEM REQUIRES THAT THE TANK BE PUMPED WHEN THE HIGH WATER ALARM SOUNDS (75% CAPACITY). CONTROL PANEL TO BE LOCATED INSIDE OF BUILDING. 4. ENGINEER TO INSPECT AND CERTIFY THE INSTALLATION OF THE HOLDING TANK TO THE BOARD OF HEALTH AND MASS DEP. "'�-ALL INLET. VENT AND ELECTRICAL HOLES TO BE PROVIDED WITH FACTORY �75X CAPACITY INSTALLED BOOTS. `Iry iLEAK DETECTION DEVISE ... to Mp CRUSHED STONE OR COMPACTED BASE H-20 PRECAST NON -HAZARDOUS 1500 GALLON WASTE WATER TANK BY ACME PRECAST CO. INNER TANK IS A 1500 GALLON MONOLITHIC TANK OUTER TANK IS A 2500 GALLON H-20 TANK. TANKS TO BE FACTORY WATERPROOFED INDUSTRIAL WASTEWATER HOLDING TANK = 102. 6 + 102.8 -------------- $TONE LINED e DRAINAGE $WALE^' 211 SF MIN �� 10 \ +103.8 r 1'L _ - -/-.-- 6U 6'FER a PROPOSED 3' CALIPER----- A) 106.7TREE AT 20' OC IN BUFFER 103.4 // 0 130,.4. 3Q•'II AL 1TER,tiATE SPRUCE ANO BIRCH + A $ TA' 2 ---------- ' RAIL +106.0 D ROA +104.1 +103. 1 12" HDPE PIPE CATCH BASIN 0 8' H2O CAST IRON FRAME AND GRATE �OR FRAME AND COVER CLAY BRICK LEVELING COURSE MORTARED IN PLACE !-D!A VENT CLEANOUT 12' HDPE PIPE TEE TO LEACHING PIT T z H-20 SOLID CATCH BASIN v H-20 CONC SLAB 6' DIAM -� W/12 DIA LEACH HOLE CA TCH AND SUMP BASIN DETA I L NO SCALE PAVEMENT DE TA I L NO SCALE o ^'a"^ °^ 104.0 0 1- 1a.o FILL i FILL 32' 7101.3____ _ _ _ _ _ _ _ _ ?8' _______________ 101.7 CI MEDIUM IOYR SAND 7/3 -1_ 94.0 120•' C I MEDIUM IOYR SAND 7/3 DATE: JULY 30. 2015 TEST BY: STEPHEN HAAS WITNESSED BY: AMY YONHONE PERC RATE: ( 2 MIN/INCH 94.0 8' MIN. H2O CAST CLAY BRICK LEVELING COURSE j IRON FRAME AND COVER MORTARED PLAT J WITH !' VENT 4' MIN. PEASTONE71 f// TO FINISH GRADE /-4 MIL POLY 114 '/FT- - FROMBASIN MORTAR ALL 010 JOINTS LEACHING 3/4"-11/2' DOUBLE BASIN WASHED STONE ALL (H-20) AROUND SEE PLAN SEE PLAN LEACHING BASIN DETAIL NO SCALE TYPE I-1 BITUMINOUS CONCRETE 1 1/2' BINDER COURSE. 1 1/2' TOP COURSE 8.5- DENSE GRADED CRUSHED STONE OR 12' GRAVEL BASE S / TE PLAN OF LAND 373 WHITE'S PATH. MAP 1 I O . PARCEL 8 SOUTH YARMOUTH. MA. PREPARED FOR: ROBERT B. OUR 1 1 1 P.O. BOX 115. CENTERVILLE. MA 02632 SCALE: I 20' MAY 28. 2015 REVISED: AUGUST 19. 2015 (PER DESIGN REVIEW COMMENTS) REVISED: SEPTEMBER 9. 2015 (PER SITE REVIEW COMMENTS) STEPHEN A. HAAS ENGINEERING, INC P. O B o x 145 South Den(1 a M 60 508)362OG 8132 JOB N0: IS -002 LEGEND ® CONCRETE BOUND FOUND ® WATER GATE -W-- WATER LIN£ O HYDRANT © GAS GATE -G- GAS LINE CATCH BASIN >- o- UTILITY POLE W/ GUY WIRE OHW OVER HEAD WIRES -T- UNDERGROUND TELEPHONE LINE -40.4 EXISTING SPOT ELEVATION --_/Do ___ EXISTING CONTOUR 40.40 PROPOSED SPOT ELEVATION F- RUNOFF DIRECTION PAVEMENT DE TA I L NO SCALE o ^'a"^ °^ 104.0 0 1- 1a.o FILL i FILL 32' 7101.3____ _ _ _ _ _ _ _ _ ?8' _______________ 101.7 CI MEDIUM IOYR SAND 7/3 -1_ 94.0 120•' C I MEDIUM IOYR SAND 7/3 DATE: JULY 30. 2015 TEST BY: STEPHEN HAAS WITNESSED BY: AMY YONHONE PERC RATE: ( 2 MIN/INCH 94.0 8' MIN. H2O CAST CLAY BRICK LEVELING COURSE j IRON FRAME AND COVER MORTARED PLAT J WITH !' VENT 4' MIN. PEASTONE71 f// TO FINISH GRADE /-4 MIL POLY 114 '/FT- - FROMBASIN MORTAR ALL 010 JOINTS LEACHING 3/4"-11/2' DOUBLE BASIN WASHED STONE ALL (H-20) AROUND SEE PLAN SEE PLAN LEACHING BASIN DETAIL NO SCALE TYPE I-1 BITUMINOUS CONCRETE 1 1/2' BINDER COURSE. 1 1/2' TOP COURSE 8.5- DENSE GRADED CRUSHED STONE OR 12' GRAVEL BASE S / TE PLAN OF LAND 373 WHITE'S PATH. MAP 1 I O . PARCEL 8 SOUTH YARMOUTH. MA. PREPARED FOR: ROBERT B. OUR 1 1 1 P.O. BOX 115. CENTERVILLE. MA 02632 SCALE: I 20' MAY 28. 2015 REVISED: AUGUST 19. 2015 (PER DESIGN REVIEW COMMENTS) REVISED: SEPTEMBER 9. 2015 (PER SITE REVIEW COMMENTS) STEPHEN A. HAAS ENGINEERING, INC P. O B o x 145 South Den(1 a M 60 508)362OG 8132 JOB N0: IS -002