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HomeMy WebLinkAbout92 Old Townhouse Road Site Plan of Land 3_ ACCESS OVERS MUST BE WITHIN INVERT ELEVATIONS: DESIGN CR I TER / A Exlr B ; `�~'� Routh e_,__-- 9' MINIMUM. �_- -- T. INVERT AT BUILDING: 90.0 DESIGN FLOW: �` 6' OF FINISH GRADE 3' MAXIMUM COVER \i>-\--Ir i FIRST 2 ' TO INVERT /N SEPTIC TANK: 89-75 8E LEVEL FACTORY. INDUSTRIAL AND STORAGE USE MIN 1' OF PEASTONE INVERT OUT SEPTIC TANK: BQy�_ 41 PEOPLE AT 15 GPD PER PERSON - 615 GPD I' DIAN lP INVERT IN DIST. BOX: Ro 27 3/4- l l/2 DIA. SEPTIC TANK REOUIRED: INVERT OUT DIST. BOX: 89.1 90.0 �� 89.5 89.! $A DOUBLE WASHED STONE Gas 2 1 LOCUS\_'----- `o �\ R'/86 89.27 89.0 3 87.0 - INVERT IN LEACH CHAMBER: 89.0 615 G.A.D. X 200x - 1230 GAL. 8 8T 88.75 • SEPTIC TANK PROVIDED: 2000 GAL. BAFFLE f OLCD- TOWNHOUSE ROAD � I i , �\ 4 \. 3 6-500 GAL LEACHING CHAMBERS BOTTOM OF LEACH CHAMBER: 87.0 3 OUTLET ADJUSTED GROUND WATER: N/A Ci I� I, i'1 �`, '� R4 Z D -BOX W/4' STONE AROUND. 12.8'. x 67.1 x 2'd SOIL ABSORPTION SYSTEM REOUIRED: /L o 2000 GAL OBSERVED GROUND WATER:. N/A ROAD SEPTIC TANK DESIGN PERC RATE C 5 MIN/INCH BOTTOM OF TEST HOLE s2: 80.3 SOIL TEXTURAL CLASS 6' CRUSHED STONE OR r _ - EFFLUENT LOADING RATE - 0.74 GPD/SF COMPACTED BASE 615 GPD / 0.74 GPD/SF - 63/ S.F. REOUIRED PROFILE: Nor To SCALE PROVIDED: 6-500 GAL LEACHING CHAMBERS W/4' STONE AROUND. A-1176 S.F. 1176 S.F. x 0.74 • 870 G.P.D. � v LOCUS MAP _ ` I'�/ /- �/ ` �: _ o, �1 24' WATERTIGHT. --- _- PROPOSE � - 1 V TOTAL .NITROGEN LOADING ALLOWED BASED ON LOT s.; = _ e• rN `, ni HEAVY DUTY MH COVERS �- LPNK FE TO FINISH GRAD£ SIZE 182.338 S.F.110.000 X.110 - 2005 GPD ASSESSOR'S MAP 87. PARCELS 28.1.1 d 28.1.2 , _ti_ NITROGENLOADING PROPOSED - 6/5 GPD. OK ZONING DISTRICTS. B3 d APD MIN FRONTAGE - 100' I _ _ ; �- - _ I/9S!;-33 MIN LOT AREA • 40000 S.F. MAX BUILDING HEIGHT - 35' - F �c �- MERCURY FLOAT SWITCH SETBACKS: FRONT - 70'. SIDE - !0'. REAR - 30' - " _ _ - - r'- � � �1 I - _ _ _ £F �_ _>> � MAXIMUM BUILDING COVERAGE - 35K. MAXIMUM IMPERVIOUS IA ��� - , ' �� _ = M A' IAM PIP SET AT 75X CAPACITY FOR SOIL TEST PIT DA TA & - - +00 (5 AN AUDIO AND VISUAL ALARM LOT COVERAGE - 70K WHEN ARTIFICIAL RECHARGE OF EXCESS • rl' , _ _ - _ v INDICATES �7 INDICATES RUNOFF IS PROVIDED. Io a rr'1 . 6'z . , 6'e PERCOLATION = OBSERVED I Ln FLOOD ZONE C. MAP 250015 0004 C. DATED 6/17/86 m. ` - 140 MIL POLY LINER OVER SANE TEST - GROUNDWATER AREA CALCULATIONS: COMPACTED SAND BASE TP ♦! TP #2 V ` a 1500 GALLON HOLDING TANK. H-20 HORIZON TEXTURE COLOR 0' 8P 4 0. HOR170N TEXTURE COLOR TOTAL LOT AREA - 182.338= S.F. - 4.193 ACRES x ' I�' /' ` � `�-� ? %! ! ' '� WITH SECONDARY CONTAINMENT LINER 92.3 h I ' ' ', I ' SYSTEM WITH LEAK DETECTION A LOAMY IOYR LOAMY IOYR TOTAL BUILDING AREA - 7.4103 S.F. - 4.Ox OF SITE i .f + i 1 TOTAL PAVED AND WALK AREA - 113.5603 S.F. - 62. 3z OF SITE I,m II / / I INSPECTION PIPE AND ALARM. g SAND 4/3 A SAND 4/3 TOTAL IMPERVIOUS AREA - 120.9703 S.F. - 66.JX OF SITE / ""' "" 91.7 9' 91.6 PRO S£D GRAVEL BOA Y'STORAGE AREA I -' PROFILE LOAMY IOYR LOAMY IOYR i + T. SAND 5/8 - B vr- �'' - ) N • NOT TO SCALE SAND 5/8 PARKING CALCULATIONS: I 1 ' 26' ...... ... ........................ 90.2 26' 1 ' HOLDING C MED -COARSE IOYR ..........•MED -COARSE IOYR 90. I INDUSTRIAL USE. 5460 SF / 200 SF PER PERSON - 27 PEOPLE Y l NG TA NK NOTES: : SAND 6/8 C / SAND 6/6 BUSINESS USE. 485 SF / 100 SF PER PERSON - 5 PEOPLE ' �• 'I 11 ! I i STORAGE USE. 2675 SF / 300 SF PER PERSON - 9 PEOPLE - -r 1. HOLDING TANK SHALL BE REINFORCED PRECAST TOTAL OCCUPANCY LOAD - 41 PEOPLE CONCRETE WITH AN EXTERIOR SECONDARY CONTAINMENT 54' - I SPACE/2 OCCUPANTS FOR BU1SINESS/INDUSTRIAL- 21 SPACES REQUIRED 11 ; r LINER SYSTEM WITH A LEAK DETECTION INSPECTION L J. ' PIPE AND ALARM SYSTEM BY MILLER ENVIRONMENTAL HANDICAPPED SPACES REOUIRED - l SPACE , � ' I �� !r� I ; TREES REOUIRED (l PER 8 SPACES) - 3 TREES 1 j 1 e PRODUCTS. INC. OR APPROVED EOUAL. CONSTRUCTION 11 AND MAINTENANCE SHALL CONFORM TO 314 CMR 18.00 r I I o 1 1 126' NO WATER NO WATER I i 2. A PUMPING CONTRACT WITH A LICENSED SEP TlC 81.9 /44 80.3 I 1 111! CONTRACTOR IS REOUIRED FOR THIS HOLDING TANK GENERAL NOTES: I 1 i i PRO D DUMSTIfR INSTALLATION. DATE: FEBRUARY 15, 2007 TEST BY: STEPHEN HAAS \ : 3. OPERATION AND MAINTENANCE OF THIS SYSTEM 1. PROPERTY LINE INFORMATION WAS COMPILED FROM II '! WITNESSED BY: PHIL RENAUD AVAILABLE PLANS AND DEEDS OF RECORD AND DOES 7 a• REOUJRES THAT THE TANK BE PUMPED WHEN THE HIGH PERC RATE: l 2 MIN/INCH m NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. ! WATER ALARM SOUNDS (75x CAPACITY). 1• %� 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS I' I�\, ` 4. ENGINEER TO INSPECT AND CERTIFY THE INSTALLATION 8' MIN. H2O CAST SET. SEE SITE PLAN. � � , f'\ •\ OF THE HOLDING TANK TO THE BOARD OF HEALTH AND CLAY BRICK LEVELING COURSE IRON FRAME AND COVER' tt 6AVED PARKING ` ` /'' MASS DEP. MORTARED IN PLACE 3. NO DETERIUINATION HAS BEEN MADE AS TO I 4 i AND STORAGE AREA '.•� WITH I - VENT COMPLIANCE WITH DEED RESTRICTIONS OR ZONING '� _ ' 4 B' H2O CAS. IRON 9 4' MIN. PEASTONE TO FINISH GRADE REGULATIONS. IT SHALL REMAIN THE CLIENTS - I i � � _ ' •\ �� 66_ ,�., ys: �� FRAME AND GRATE 4 MIL POLY RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL . f _ _ate-�_.. �..-�-- �� � � �._4♦ _�- PERMITS. VARIANCES ETC, FOR THIS PROJECT, 4. CATCH BASIN 10 CLAY BRICK LEVELING COURSE 1/ /FT - MH IsbQ DAL 1 TANK FOR 1 a MORTARED I N PLACE FROM BASIN oo° 4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY ' ' !� { ,, BoarWAslroOinv ` 1'. j �;lCf fie. o �< 1 1 PRO SED GRAVEL BOAT STORAGE AREA _ --- �. BOAT 1ASH - •� - I 'DIA VENT TO HAVE THE PROPOSED BUILDING FOUNDATION - a �� MORTAR ALL 8 l0 1 1 I _ i DOWN APRON O' STEPHEN `±•�= 1?' HOPE PIPE DESIGNED TO ACCOUNT FOR THE EXISTING GRADE o '1 1 " o ` m A. r1i CLEANOUT JOINTS m o 1500 OALLON i FiMS �., TEE TO LEACHING OR LEACHING AND SOIL CONDITIONS AT THE LOCATION OF THE 'o - I HOLDING TANK POR,. <� ... 'o PROPOSED BUILDING. I \ FLOOR DRAINS '� ` a No. 35461 a (H-20) k T RETENTION BASIN 3/4'-11/2' WASHED BASIN i 1 _ 11 , \ ; - `•�, *fPa e ? STONE ALL AROUND s 1 c O ^ ffiKA4)l C��' -20 SOLID 5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS ' ir o 00 TO 8E CONTAINED ON SITE. = ull , ``1 /' o CATCH BASIN x cl a ` r L 6. ALL CONSTRUCTION METHODS AND MATERIALS AND m I�1 'i �, �c 7 20 CONC SCAB MAINTENANCE OF THE SEPTIC SYSTEM SHALL NI \1 / l f- - 6' DIAM -� W/12' DIA LEACH HOLE 3' MIN. t CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL �' c PROP 40, AV£L ' m' aonr sroa] AREA ` CATCH BASIN LEACHING BASIN BOARD OF HEALTH REGULATIONS. dl 1 CONNECTION TO DETA I L 7. ALL SEPTIC SYSTEM COMPONENTS. LOCATED UNDER = 'm' 1 CLAY BRICK LEVELING COURSE MOBILE RECYCLING DETA I L AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER li 11 �' S 1 MORTARED 1N PLACE UNIT NO SCALE Pppa05ED �\ �j y\ NO SCALE THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- >-""' 7410: S.F. 1 STANDING H-20 WHEEL LOADS. ' ' _ SUMDING gS 0 - 1 8- H2O CAST IRON ?4• HEAVY DUTY BUILDING FLOOR 11 FRAME AND GRATE MH COVERS 8. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR 1 v/v ,(`~ APPROVED EQUAL. O° 1� C. PAVED AOROA�, ' DurL£r TYPE 7-I BITUMINOUS CONCRETE FnANK 1 - _ _ 4a, 1 c.1 - -cATCH BASIN ` AROLND BASIN 1 ^ 2' BINDER COURSE. 1' TOP COURSE 9. SEPTIC TANK. PUMP CHAMBER AND D -BOX SHALL BE RIM -9J.5 - FIRE DEPT. TEE 500 GA - �$ N0.� 1 < • 1 1r. REINFORCED PRECAST CONCRETE AND WATERTIGHT. - _ _ _ Y CONNECTION u B I� ` • OR 1 DENSE GRADED CRUSHED STONE ' 7✓pry*,njjt• /i - - I � _ `+ 4 �A7E +�r_�; � O pr of o , J000 GAL roup OR !2' GRAVEL BASE � !O. D BOX IS TO BE WATER TESTED TO CHECK FOR LEVEL. 47 " <' - s " >` ".: ;t a_; • t T° J E SW1P PAVEMENT DETAILI9 z<,�� 6' CRUSHED STONE OR NO SCALE ';nl// n '•--� / lI. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. ms COMPACTED BASE 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. t _ _ PROPOSED CHAIN LlNR Ncf _ �� : • ' FOR LOCATION OF UNDERGROUND UTILITIES. ,e -';, 5'- , ., zT� '" ' .- '' ,� TALK - 1500 GALLON HOLDING TANK. H -?0 ,.. i' 5 �'` :f %. r 7'J.:r ` `i " �1 :' o l7' HOPE` PE 9a rPRI" .N FOR BOAT WASHDOWN. 1000 GALLON /� z- o GALLON 2000 GALLON® J-1000 GAL N SETTLING TANK. 500 GALLON PUMP TANK S TE /- L N Q L NQ ' 1 12. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE CH 5 W/J' SEPTIC TANK LEACH PI TSIW/J' Boar wasHDowN TO BE WATER ONLY DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION AP Pf L sr Aa0 STONE AROUND ` TPR PUMP AS REOUIRED FOR RECYCLE UNIT OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE 6 TRAP SP `, P 9 2 O L O TO W/VHO US E R OA D MAP 8 7 . PA R CEL 2 8 CONSTRUCTION INSPECTIONS. O APRON _._o 'VENT/r• - ,f O T '' (/"��\\_ , ROF I L E • NOT TO SCALE 13. AN APPROVAL NOT REOUIRED PLAN IS TO BE FILED TO ' 1 ] VW N%�' VENT S O U TH Y,4 RMO U TH MA R COMBINE LOTS 1 d 2 INTO ONE LOT. RESERVE AREA aT \J GUY I+RE c. N l N B451N 1000 GALLON LEACH _ 6-500 GALLON }` P R EPA R EO F O R - e!T W/J' STONE AROUND ZA' LEACHING CHAMBPS + G 14. EXISTING TREES OF AT LEAST 4' CALIPER WITHIN THE �i�� ars-arorrABOVEeorroMl PROPO D31GN _ BUF FIC d R ,q /V C/ S R/ C HA R � /0' AND 20' BUFFERS SHOWN SHALL BE RETAINED. 1F - Wia TONE AROaD _ UR IOJA PROPOSED SPLIT RAIL FENCE - _ -- _ -5-7.T.' - _ 1248 \� - o QpOSPL Ii_@dLL.f`ZQ TREES DO NOT EXIST. 3' CALIPER TREES SHALL BE - ' - - am. HYD TAG BOLT S 06'W 35 99' PLANTED AT INTERVALS OF AT MOST 20' IN ALL BUFFERS. q - 9 I I LEGEND NATER -GATE EL - 91.46 _. -a% CATCH BAS/ N `+\ R i� O C %� MAR RIM -93.5 _ _ __ _ _ M CONCRETE BOUND FOUND ------ PER 30/.4.4 -__--__-_-- s. � _ fe� _-_ _MATER GATE SCALE © WATER GATE M, -R CH 2 3 . 2 7 EXISTING CATCH BASIN REVISED. MAY 14. 2007 RIM -86.69 z• uTEa sfawcE -W- WATER LINE REVISED: AUGUST 9. 200 D T� r0 BE WITHIN A 4' SLEEVE O HYDRANT REVISED: JUNE 12. 2007 O L .D 7'0 LYNJV0 USE 1 L O ,4.D 0 GAS GAT£ REVISED: JUNE 26. 2007 -G- GAS LINE EAGLE SUFRVEY I NG , I NC ® CATCH BASIN UTILITY POLE W/ GUY WIRE 923 Rou t 6A -OHW- OVER HEAD WIRES Yarmouthport MA 02675 -T- UNDERGROUND TELEPHONE LINE �i� iii I� c -x10.4 EXISTING SPOT ELEVATION CG"`' /�1'I\\� S O 8 2-8 1 3 2 508 � 3 3 6 6 2-5333 WOO.__-- EXISTING CONTOUR 40.40 PROPOSED SPOT ELEVATION 0 15 30 60 <==3 RUNOFF DIRECTION JOB N0: 07-002 -FIELD: CFW/EEK CALC: SAH/CFW CHECK: CFW DRN: SAH