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HomeMy WebLinkAboutEngineered Plan - Rev. 2015I N 4- DIAM CAST IRON W11 /0' OF BU11 D ROUTE 6 102.0 WHITES PATH . } G Fq RAILROAD RD j L OCUS W 1 a I WAYc ;1 MID -CA } �, I f I, ASSESSOR'S MAP 00, PARCEL 8 li ZONING DISTRICTS, 83 e4 APD MIN FRONTAGE - 100' I �I MIN LOT AREA - 40000 S,F, MAX BUILDING HEIGHT - 35' SETBACKS: FRONT - 30'. SIDE - /0'. REAR - 30' iI MAXIMUM BUILDING COVERAGE - 35%1 H s, PAT CATCH BASIN P�' FSI GH LOCUS MAP MAXIMUM LOT COVERAGE - 70% WHEN ARTIFICIAL RECHARGE ,� r' YY H I T r-, 300 GPD / 0.74 GPD/SF - 405 S.F. REQUIRED DISTANCE ® RIM -98,52 OF EXCESS RUNOFF IS PROVIDED. ( ACCESS COVERS MUST9 " 98,7 T I ONS : DES/ GN CR I TER/ A: soa+ SITE DISTANCE SIZE - 27.8/0 S.F.110.000 X 1/0 - 305 GPD MINIMUM. FLOOD ZONE X. PANEL 25001 CO583J DATED 7116114 SOIL BM. CATCH BASIN �i - - - - - - - - - -- \ 3' MAXIMUM COVER ++ 99.1 - � / / - ` \ \ \ \ AREA CAL COLA TI ONS • 1 199.8 99.6 99.6 +99. / -°-99.7 /� _': ` `+98,5 \ 32- --------------- tOI.3 28" --------------- 101.7 BE LEVEL _ .-� -� INVERT OUT SEPTIC TANK: .�i.-UP- ��\ \\ \ +\(01\\ l ' I 3 BAYS AT 5 PEOPLE/BAY x 15 GPD - 225 GPD - _ - - _ _99.7 PROPOSED ]! ANZSSCAPED SED- _ _ _/00 - ?s PROPOSED --CATCH" Q } \ \ V TOTAL LOT AREA 27.810-t S.F. - 0.64' ACRES 1000 SF OFFICE x 75 GPD/IOOO SF - 75 GPD +AROUNI2-51GN PLANTED WITH BASIN RIM -100.5 II TOTAL BUILDING AREA - 5.000-' S.F. - 18.0% OF SITE /00./ NATIVE SHRUBS AND /OR _ 0 0 v �� %Q -TOTAL-PARKING - -- AND DR! VE - 13.382±-S_F-- 48.-1 %-OF-SITE - - II,- _ ORNAMEN�L �'- � GRASS�S - N-$4° ' __ ----____� 10a � 100,2 /00.0 al 98.0 I , �\ _ 00 98 0 +9.9.5 TOTAL IMPERVIOUS AREA - 18.382± S.F. - 66.1 % OF SITE _ - 101.9 300 G.P.D. X 2009 - 600 GAL. ! s t COMP - _ TWO POSTED ---- _ N/A 300 G.P.D. X 100% - 300 GAL. 2nd COMP 101.6 WHITE SIGN 20• BUFFER 02.5 PROPOSED CATCH \ PARKING CALCULATIONS: ,� ' W1TH RED AdD (301.4.9) BASIN RIM-Igo.o H-20 f I BOTTOM OF TEST HOLE! : k BLACK LETT�RING I SEPTIC TANK INDUSTRIAL USE. 2000 SF / 200 SF PER PERSON - /0 PEOPLE �L; _ II PROPOSED LAWN SOIL ABSORPTION SYSTEM REQUIRED: STORAGE USE. 3000 SF / 300 SF PER PERSON - /0 PEOPLE PROPOSED 3- CALI PER 24 10 TOTAL OCCUPANCY LOAD - 20 PEOPLE TREES 20' OC PR i m O SOIL TEXTURAL CLASS - ! SITE PLAN REV, W TEAM 21 m }I O 1 'HDPE i I SPACE/2 OCCUPANTS FOR BUI S l NESS/I NDUS TR IAL - /0 SPACES REQUIRED _ '' z I ye TOTAL SPACES PRO V I DED - /0 SPACES 2-1000 GAL PITS STONE AROUND 102.3+ W/3' 44' o 102.2 \ / PROPOSED+ 02.2 \ \ / / LIGHT (TYP) � 02.2 +102.2 /0/,9 i GA?E v o GENERAL NO TES : ti �° \, o 102.2 . EXISTING I\ +101.9 \ n BUILDING I-'. PROPERTY LINE INFORMATION WAS COMP I LED FROM AVAILABLE PLANS AND DEEDS OF RECORD AND DOES \\ ; I co A NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. \ ? \ a � 2. VERTICAL DATUM lS ASSUMED. FOR BENCH MARKS \\ I o I PROPOSED BUILDING o SET, SEE SI TE PLAN./ REE BAYS :::•:::::::� •�:'• � / J. NO DETERMINATION HAS BEEN MADE AS TO I m FL -103-0 HOLDING COMPLIANCE WITH DEED RESTRICTIONS OR ZONING 2 PRaPosED 3';rcaLIPER c co VENT TANK REGULATIONS. IT SHALL REMAIN THE CLIENTS TREES ON s1oEIPF eu/LDINc PER SITE PLAN EVIEW TEAM c 1 RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL Ao a 102.1 \ 101.8 PERMITS, VARIANCES ETC. FOR THIS PROJECT.EXISTING + +102.5 \\\ BUILDING < e a 4. IT SHALL REMAIN THE CLI ENT ' S RESPONSIBILITY 2 �„ TO HAVE THE PROPOSED BUILDING FOUNDATION �' o EXISTING DESIGNED TO ACCOUNT FOR THE EXISTING GRADE N SEPTIC SY�TEM AND SOIL CONDITIONS AT THE LOCATION OF THE FLOOR DRAINS (TYP) SEE FLOOR PLANS N PROPOSED BUILDING. +102 1 2 z FOR EXACT LOCATIONS �' • o - � 5, ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS Z m o o TO BE CON TA I NED ON S I TE. p n 50* m Z 6. ALL CONSTRUCTION METHODS AND MATERIALS AND 9 PROPOSED CLIGHT (TYP) MAINTENANCE OF THE SEPTIC SYSTEM SHALL 1 ' o A,poM CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL v •,.±..,102.1 ooIyNSPOU (I i BOARD OF HEALTH REGULA T I ONS . 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 0 -BOX SHALL BE REINFORCED PRECAST CONCRETE AND WATERTIGHT. l0. D -BOX IS TO BE WATER TESTED TO CHECK FOR LEVEL. ll. BEFORE CONSTRUCTION CALL "DIG -SAFE'. I -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. 32" DIAM HEAVY DUTY CAST IRON GASKETED COVERS TO FINISH GRADE. VENT TO BE ROUTED THRU BUILDING IN ACCORDANCE WITH STATE AND LOCAL PLUMBING CODES ALL PIPING TO BE CAST IRON ALL INLET, VENT AND 99k..0 ELECTRICAL 'TO BE E AL HOLES PROVIDED WITH FACTORY 75% CAPACITY INSTALLED BOOTS. °-,---LEAK DETECTION DEVISE 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 WA S TEWA TER HOLDING TANK T w o 12'h1DPE O 2-8' DIAM x 6' DEEP PITS +102.5 PROPOSED PAVED O 102.9 W/4' STONE AROUND T PARKING AREA a rn 1 A N PROPOSED SUMP BASIN 0 PROPOS 3' CALIPER PROPOSED CATCH TREE A 20' OC IN BUFFER CO BASIN RIM,4e2.0 ALTERNATESPRUCESPRUCE AND BIRCH I l0'x 20 PROPOSED 3' CALIPER (TYP) TREE. AT 20' OC IN BUFFER i M ) ALTERNATE SPRUCE AND BIRCH /500 GALLON 2 COMPARTMENT ., SEPTIC TANK :•:�:•. I toe. i +103.3 102. + 102. LOT 5 102.91 \ \ + 102.8 + 102.6 k' p A__A, 27.810± S.F. _ T ytH OF h14 D Box JOHN ti PROPOSED GRAVEL GN ----_____ o 7- STORAGE AREA _ 1 OEMAREST, JR is 2-500 GALLON LEACHING CHAMBERS �N0.36859q W/4' STONE AROUND TP#2 STONE LINED - ` ,. y �E S`� 0 VENT I 12.8 - _ ` DRAINAGE SWALE N \\ 0'I r 231 SF MIN 10' �- lo' r TP#1 + 103.1 m 1103.8 r io ,+ L - _ -/� _-� UfFER 76 PROPOSED 3" CALIPER_-'----- � LEGEND 10 B 4) I 6.16' • TREE AT 20 'OC IN BUFFER ,( (301. Q"W ALTERNATE SPRUCE AND BIRCH A +103.4 // 7A' 23 04.6 CONCRETE BOUND FOUND S --------_ _ fi © WATER GATE -WATER LINE / / O HYDRANT / / © GAS GATE +los.o AD -G GAS LINE O ® CATCH BASIN UTIL I TY POLE W/ GUY WIRE 11 +104.1 f `1 OHW OVER HEAD WIRES -T- UNDERGROUND TELEPHONE LINE +40.4 EXISTING SPOT ELEVATION ---/oo --- EXISTING CONTOUR 40.40 PROPOSED SPOT ELEVATION 0 IS 30 60 I RUNOFF DIRECTION I 4 HOLDING TANK IOTES: I. HOLDING TANK SHALL BE H -PRECAST CONCRETE NON -HAZARDOUS 1500 GALLON,I WASTE WATER TANK FROM ACME PRECAST CO. AUPIO AND VISUAL ALARMS WITH FLOAT SWITCH SET AT */.* ITERIOR TANK AT 75% CAPACITY AND #2: BETWEEN THE TWO 74NKS AS CLOSE TO THE BOTTOM AS POSSIBLE. 2.PUMPINGA CONTRACT WlTH Aj LICENSED SEPTIC CONTRACTOR IS REQUIRED FO THIS HOLDING TANK INSTALLATION. 3, OPERATION AND MAINTENANCE OF THIS SYSTEM REQUIRES THAT THE TANK B�, 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 TH BOARD OF HEALTH AND MASS DEP. I' I' 8- H2O CST IRON FRAME AND GRATE OR FRAME I AND COVER EYCLAY BRICK LEVELING COURSE ORTARED IN PLACE I"DIA VENT 12" HDPE PIPE FROM CLEANOUT 12" HDPE PIPE CATCH BASIN (FOR SUMP) TEE TO L EACH I NG P I T T t NZ In v- 6' DIAM CA TCH AND SUMP BA S I N i DETAIL I4 NO SCALE H-20 SOLID CATCH BASIN H-20 CONC SLAB W/12" DIA LEACH HOLE PA VEMENT DE TA I L h NO SCALE l 300 GPD / 0.74 GPD/SF - 405 S.F. REQUIRED PROVIDED: 2-500 GAL LEACHING CHAMBERS ACCESS COVERS MUST9 " I N VERT EL E VA T I ONS : DES/ GN CR I TER/ A: SIZE - 27.8/0 S.F.110.000 X 1/0 - 305 GPD MINIMUM. NITROGEN LOADING PROPOSED - 300 GPD, OK SOIL TEST PIT DA TA s BE TO FINISH GRADE 3' MAXIMUM COVER INVERT AT BUILDING: 102.0 DESIGN FLOW: TP r 1 FIRST 2' TO i INVERT !N SEPTIC TANK: 100.65 FACTORY, INDUSTRIAL AND STORAGE USE 32- --------------- tOI.3 28" --------------- 101.7 BE LEVEL MIN 2- OF PE)S TONE INVERT OUT SEPTIC TANK: 100.4 3 BAYS AT 5 PEOPLE/BAY x 15 GPD - 225 GPD INVERT IN DIST. BOX: 100.27 1000 SF OFFICE x 75 GPD/IOOO SF - 75 GPD 3/4" - l 1/2'I DIA. INVERT OUT DIST. BOX: /00./ TOTAL FLOW - 300 GPD 0 0 v 100.4 100./ T2' H-20 %0 DOUBLE WASHED STONE INVERT IN LEACH CHAMBER: 100.0 AS BAFFLE 100,2 /00.0 al 98.0 BOTTOM OF LEACH CHAMBER: 98 0 SEPTIC TANK REQUIRED: 2 COMPARTMENT 1000 0 500 c 300 G.P.D. X 2009 - 600 GAL. ! s t COMP - 3 OUTLET 2-500 GAL LEACHING CHAMBERS ADJUSTED GROUND WATER: N/A 300 G.P.D. X 100% - 300 GAL. 2nd COMP D -BOX OM1'/4' STONE AROUND. 12.8'w x 25'1 x 2'd OBSERVED GROUND WATER: N/A SEPTIC TANK PROVIDED: 1500 GAL. 2 COMP 1500 GAL H-20 2 COMPARTMENT H-20 f I BOTTOM OF TEST HOLE! : 94.0 SEPTIC TANK 6" CRUSHED STONE OR SOIL ABSORPTION SYSTEM REQUIRED: COMPACTED BASE DESIGN PERC RATE ( 5 MI N/ I NCH SOIL TEXTURAL CLASS - ! PROFILE : NOT TO SCALE i EFFLUENT LOADING RATE - 0 74 GPD /SF 32" DIAM HEAVY DUTY CAST IRON GASKETED COVERS TO FINISH GRADE. VENT TO BE ROUTED THRU BUILDING IN ACCORDANCE WITH STATE AND LOCAL PLUMBING CODES ALL PIPING TO BE CAST IRON ALL INLET, VENT AND 99k..0 ELECTRICAL 'TO BE E AL HOLES PROVIDED WITH FACTORY 75% CAPACITY INSTALLED BOOTS. °-,---LEAK DETECTION DEVISE 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 WA S TEWA TER HOLDING TANK T w o 12'h1DPE O 2-8' DIAM x 6' DEEP PITS +102.5 PROPOSED PAVED O 102.9 W/4' STONE AROUND T PARKING AREA a rn 1 A N PROPOSED SUMP BASIN 0 PROPOS 3' CALIPER PROPOSED CATCH TREE A 20' OC IN BUFFER CO BASIN RIM,4e2.0 ALTERNATESPRUCESPRUCE AND BIRCH I l0'x 20 PROPOSED 3' CALIPER (TYP) TREE. AT 20' OC IN BUFFER i M ) ALTERNATE SPRUCE AND BIRCH /500 GALLON 2 COMPARTMENT ., SEPTIC TANK :•:�:•. I toe. i +103.3 102. + 102. LOT 5 102.91 \ \ + 102.8 + 102.6 k' p A__A, 27.810± S.F. _ T ytH OF h14 D Box JOHN ti PROPOSED GRAVEL GN ----_____ o 7- STORAGE AREA _ 1 OEMAREST, JR is 2-500 GALLON LEACHING CHAMBERS �N0.36859q W/4' STONE AROUND TP#2 STONE LINED - ` ,. y �E S`� 0 VENT I 12.8 - _ ` DRAINAGE SWALE N \\ 0'I r 231 SF MIN 10' �- lo' r TP#1 + 103.1 m 1103.8 r io ,+ L - _ -/� _-� UfFER 76 PROPOSED 3" CALIPER_-'----- � LEGEND 10 B 4) I 6.16' • TREE AT 20 'OC IN BUFFER ,( (301. Q"W ALTERNATE SPRUCE AND BIRCH A +103.4 // 7A' 23 04.6 CONCRETE BOUND FOUND S --------_ _ fi © WATER GATE -WATER LINE / / O HYDRANT / / © GAS GATE +los.o AD -G GAS LINE O ® CATCH BASIN UTIL I TY POLE W/ GUY WIRE 11 +104.1 f `1 OHW OVER HEAD WIRES -T- UNDERGROUND TELEPHONE LINE +40.4 EXISTING SPOT ELEVATION ---/oo --- EXISTING CONTOUR 40.40 PROPOSED SPOT ELEVATION 0 IS 30 60 I RUNOFF DIRECTION I 4 HOLDING TANK IOTES: I. HOLDING TANK SHALL BE H -PRECAST CONCRETE NON -HAZARDOUS 1500 GALLON,I WASTE WATER TANK FROM ACME PRECAST CO. AUPIO AND VISUAL ALARMS WITH FLOAT SWITCH SET AT */.* ITERIOR TANK AT 75% CAPACITY AND #2: BETWEEN THE TWO 74NKS AS CLOSE TO THE BOTTOM AS POSSIBLE. 2.PUMPINGA CONTRACT WlTH Aj LICENSED SEPTIC CONTRACTOR IS REQUIRED FO THIS HOLDING TANK INSTALLATION. 3, OPERATION AND MAINTENANCE OF THIS SYSTEM REQUIRES THAT THE TANK B�, 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 TH BOARD OF HEALTH AND MASS DEP. I' I' 8- H2O CST IRON FRAME AND GRATE OR FRAME I AND COVER EYCLAY BRICK LEVELING COURSE ORTARED IN PLACE I"DIA VENT 12" HDPE PIPE FROM CLEANOUT 12" HDPE PIPE CATCH BASIN (FOR SUMP) TEE TO L EACH I NG P I T T t NZ In v- 6' DIAM CA TCH AND SUMP BA S I N i DETAIL I4 NO SCALE H-20 SOLID CATCH BASIN H-20 CONC SLAB W/12" DIA LEACH HOLE PA VEMENT DE TA I L h NO SCALE so 120 - I NO WATER I 94.0 12011 NO WATER 1 94. 0 DATE: JULY 30. 2015 TEST BY: STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE: C 2 MIN/INCH 8* MIN. H2O CAST CLAY BRICK LEVELING COURSE IRON FRAME AND COVER MORTARED IN PLACE WITH I' VENT 4" MIN. PEASTONE TO FINISH GRADE 4 MIL POLY //4"/FT--w800 FROM BASIN goo 1000c MORTAR ALL 070 00 JOINTS LEACHING t0 3/4"-I1/2" DOUBLE BASIN WASHED STONE ALL (H-20) AROUND ° SEE PLAN SEE PLAN LEACHING BASIN DETAIL NO SCALE TYPE 1-1 BITUMINOUS CONCRETE 1 1/2" BINDER COURSE. 1 //2" TOP COURSE 8.5" DENSE GRADED CRUSHED STONE OR 12' GRAVEL BASE na Ln 0- L>NJ o Lu WED c%j G Zw CS tW = , fAfia.;i Date S I TE PLAN O) LAND 3173 WH If TES PATH. MAP 1 / 0 . PARCEL 8 OUTH YARMOUTH. MA. PREPARED FOR: ROBERT B. OUR I I I I P 10 . BOX 1 15. CE-NTERV I LLE. MA 02632 SCALE: I 20* MAY 28, 2015 REVISED: AUGUST 19, 2015 (PER DESIGN REVIEW COMMENTS) REVISED: SEPTEMBER 9. 2015 (PER SITE REVIEW COMMENTS) REVISED: SEPTEMBER 18, 2015 (WATER LINE. Cl PIPE NOTE) STEPHEN A. HAAS ENGINEERING, INC P.0. Box 16 South Donn i s MA 02660 ( 508) 362-8132 JOB NO: 15-002 i 300 GPD / 0.74 GPD/SF - 405 S.F. REQUIRED PROVIDED: 2-500 GAL LEACHING CHAMBERS W/4' STONE AROUND. A-47/ S.F. 471 S. F. x 0.74 - 348 G. P. D. TOTAL NITROGEN LOADING ALLOWED BASED ON LOT SIZE - 27.8/0 S.F.110.000 X 1/0 - 305 GPD NITROGEN LOADING PROPOSED - 300 GPD, OK SOIL TEST PIT DA TA s INDICATES V_ INDICATES PERCOLATION -- OBSERVED TEST GROUNDWATER TP r 1 TP s2 0' HORIZON TEXTURE COLOR /04.0 0' HORIZON TEXTURE COLOR 104.0 FILL FILL 32- --------------- tOI.3 28" --------------- 101.7 Cl MEDIUM IOYR C I MEDIUM IOYR SAND 7/3 SAND 7/3 so 120 - I NO WATER I 94.0 12011 NO WATER 1 94. 0 DATE: JULY 30. 2015 TEST BY: STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE: C 2 MIN/INCH 8* MIN. H2O CAST CLAY BRICK LEVELING COURSE IRON FRAME AND COVER MORTARED IN PLACE WITH I' VENT 4" MIN. PEASTONE TO FINISH GRADE 4 MIL POLY //4"/FT--w800 FROM BASIN goo 1000c MORTAR ALL 070 00 JOINTS LEACHING t0 3/4"-I1/2" DOUBLE BASIN WASHED STONE ALL (H-20) AROUND ° SEE PLAN SEE PLAN LEACHING BASIN DETAIL NO SCALE TYPE 1-1 BITUMINOUS CONCRETE 1 1/2" BINDER COURSE. 1 //2" TOP COURSE 8.5" DENSE GRADED CRUSHED STONE OR 12' GRAVEL BASE na Ln 0- L>NJ o Lu WED c%j G Zw CS tW = , fAfia.;i Date S I TE PLAN O) LAND 3173 WH If TES PATH. MAP 1 / 0 . PARCEL 8 OUTH YARMOUTH. MA. PREPARED FOR: ROBERT B. OUR I I I I P 10 . BOX 1 15. CE-NTERV I LLE. MA 02632 SCALE: I 20* MAY 28, 2015 REVISED: AUGUST 19, 2015 (PER DESIGN REVIEW COMMENTS) REVISED: SEPTEMBER 9. 2015 (PER SITE REVIEW COMMENTS) REVISED: SEPTEMBER 18, 2015 (WATER LINE. Cl PIPE NOTE) STEPHEN A. HAAS ENGINEERING, INC P.0. Box 16 South Donn i s MA 02660 ( 508) 362-8132 JOB NO: 15-002 i