The URL can be used to link to this page

Home My WebLink About79.13 - Detail Sheeti i i - - - - - - - - - - - - - - - - - -- - - - - - -- - I - - H-20 CAST �f0 COVERS .. H-20 RATED F&C FINISHED -- -- 24H=20 CAST IRON COVER- - FILTER F BRC& MANHOLE FRAME COVERS QUAt- -GROUND-2 - - B�REV�AC BLOCK UP D -BOX 24'1.0. RISER 7-261 CLEANOUT AS REO. RZSORS TO GRADE. MORTAR ALL COMPONENTS OVER STONE LABELED 'SEWER' TO GRADE WHERE INDICATED j 27.0 4'lSCH40 P - - - � -TOP OF CONCRETE EL 25.33 MORTAR ALL (EXIST. TANK 27.15) S=1X N. COMPONENTS BLOCKS OR ,•; 4'4SCH40 PVC 4� INVS EL24.33 - (TVp, PRECAST RISERS - =_D 2'I� MATCH EXIST. oo ° °°% eeoeoe.. 0 0000 a >°°°°°°° 2x MIN. 1p' °"o°° °o 25.58 24 I_ 24� 25.33 45 AT 17L __�j o°°o0000°° 00000 oaoea°°oa°o�o o 41 0 0 0 0 0 0 ° o o '��•• •� o 00 0 0 0 0 IND 0.'-0 0 0 0 ooc 2604 GAL 4'OSCF140 PVC 0000000 000000 7 0 0 0 0 0° o °a°o 0 0 1,376 0 0 0 0 0 0 38' MAX AT 1X 000e0000 oo°0000 oaeoaooac°o°e°o°o 000°o°o° °Oo°ooa° NOTE: CONTRACTOR TO VERIFY ALL INVERTS COMPARTMENT 24' TEE GALLON 24' TEE 0000000 0000000 o ° o .0 0- =1 °o°o ° 4'0SCH40 PVG 0° 0000000 0°0°° ° c ��o,°,e,°,°o,°,°e ° AND GRADES PRIOR TO CONSTRUCTION OF ANY PORTION W/ GAS BAFFLE COMPARTMENT yT/ GAS BAFFLE- - PIPES LEVEL 1ST 2' _=2233 -- OF THE SEPTIC SYSTEM. ^ r� 24• 24 H-20 500 GAL LEACHING CHAMBER B ACME PRECAST NOTE RELOCATED LINES + PLUMBING. / o�Q06°C�1� OR SHEA CONIC. PRODUCTS DRY WELL 500 GAL H-20 OR EQUAL 19.16-(9)UNITS REWIRED - - -MECHANICAL. COMPACTION &-6� STONE .) T14CMR-,5.-228(1 -- O•a-- - -H-?O ACBOX-ONH- GOR EQUAL GRAVEL- 3/4'-1-1/2' DOUBLE WASHED STONE 4' MIN 1009' 5.41' ACME DBS H-20 OR EWAL AT SIDES AND 3' AT .ENDS OF PRECAST STRUCTURES 5.13' OVERALL DIMENSIONS TO OUTSIDE OF STONE: 81.6 X 16.6 ----------- ,7.D --- SEPTIC PROFILE - - - - - - - - - - - - -- --- L i NOT TO SCALE 4000 GAL ST- ACME 7X17 OR APPROVED EQUAL NO GRO BOTTOM TH1 NO ROUNDWATER F04D NOTES: X 6'0 1 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PUN IS 6. 6' LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. APPROXIMATE PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 7. ALL SEPTIC PIPING 400 SCH-40 PVC UNLESS NOTED. CONTRACTOR SHALL MAKE THE REOUIRED 72 HOUR NOTIFICATION TO DIG SAFE 8 COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. FROM BOARD OF HEALTH. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 9, ALL STORMWATER RUNOFF TO BE RETAINED ON SITE - PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGS. THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 10. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. AND\OR SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. 11 ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE AND YARMOUTH HEALTH REGULATIONS. 12. PUMP & REMOVE ALLEXISTING SEPTIC COMPONENTS, REMOVE 3. VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. UNSUITABLE SOIL FOR 5' AROUND NEW SEPTIC SYSTEM LEACHING. 4. DESIGN LOADING FOR ALL PRECAST UNITS -x- TO BE AASHTO-H20 UNLESS NOTED. LOAMY SAND 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO EXISTING BE USED FOR PROPERTY LINE STAKING. - H-20 RATED F&C LeBARON L8268-3 H-20 OR EQUAL MANHOLE FRAME AND COVERS LABELED 'DRAIN' 6' LOAM & SEED DISTURBED AREAS DRILL 2 1'0 HOLES IN COVER (TYP.) ROOF DRAINS (TYP.) �>;. 13 ADJUSTING BLOCKS/4-20 RISER MORTAR ALL COMPONENTS (TYP-) ITop STRUCTURE 2_5' BELOW GRADI 6'-81 X 6'0 1 °g°gogpao H-20 I 000°oo °o 00000eeao 4' MIN. PEASTONE 0 0 0 0 0 AND MIR AFI 14ONS 6'-81 X 6'0 1 ° FABRIC OVER STONE o°00000 ° H-20 I oeoo°o°o'e 1000 GAL - EXISTING LEACHPIT 9/30/04 1 PM EXISTING SHOREY OR EOUAL �i�l °000000e 3/4' - 1 1/2' DOUBLE WASHED STONE / 2' MIN. AROUND PIT & 6' UNDER PIT ROOF DRAIN SECTION - NOT NOTE. AREA DRAIN SAME EXCEPT 2' STONE AROUND AND H-20 F&G TH1 SOIL EVALUATOR: ARNE H. OJALA PLS. PE BOH: AMY VON HONE RS DATE: NOV. 19, 2004 EXCV. EWS BROS. - EXISTING DATE 9/30/04 1 PM EXISTING EL 27.2 �i�l C. O/A HORIZON SHEET 2 OF 2 SANDY LOAM TREE (LPA 10YR 5/3 6. (( 1.4• I B HORIZON -x- EXISTING LOAMY SAND ' EXISTING IOYR 5/8 12' 24' EXISTING GAS LINE Cl PERC RATE f2MIN/IN. GAS GATE Cl HORIZON DETAIL H. MEDIUM SAND 2.5Y 7/6 o.307912 STRATIFIED SAND ID. 26348 EL. 17.2 ' '120' NO GROUNDWATER ENCOUNTERED TEST HOLE LOG C jfV4-LOV LEGEND SCALE: 1' = 20' DATE: NOV. 19, 2004 - - 2e - - EXISTING CONTOUR 26.5 EXISTING SPOT GRADE �i�l SHEET 2 OF 2 EXISTING TREE (LPA EXISTING LEACH PIT (( 1.4• I off 508-362-4541 -x- EXISTING FENCE fax 508-362-9880 EXISTING CATCH BASIN 12' -G- EXISTING GAS LINE 0 EXISTING GAS GATE BUILDING DOWNSPOUTS 6' LOAM & SEED ALL DISTURBED AREAS (TYPA TO ROOF DRAINS 2% MIN. ROOF DRAINS NOT TO SCAB 12'X3' CAPE COD BERM 1' TOPCOAT MASS DPW TYPE 11 2' BINDER \ 12' PROCESSED GRAVEL MDPW M1.03.1 VIB. ROLLER COMPACTED REMOVE TOP & SUBSOIL NOTE REMOVE ANY FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36' BELOW FINISHED GRADE REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% DRY WEIGHT PASSING 1200 SIEVE) NOTE: COMPACT ALL FILL IN 6' LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. PAVEMENT CROSS SECTION NOT TO SCALE q. I -]Benchmark - Catch Basin Rim PROPOSED W,DENING OF PAVEMENT Elev. = 25.77 N.G.V.D \ EXTEND EXISTING STRIPING _ 25.3 x 72 TO NEW EDGE OF PAVEMENT (TYP) 192.50' Existing Arrow Edge Pave At C. C. Berm s �\�� c6 26.5^ m ly I B x Street Sign 8 PROPOSED SPACES 23.8' r h ¢ I U - _ r0_ (� - 4000 L X20 ;a Pediot ' n` °o I w 8•- �A� C - T6 50' a IP Sign 1 aI h OF- F- i'�' =27.2 78.8 I ____ ___f)�1 �• I pe h 1 0 I Rom Exis To / LA81 k IZ o 0 7T_ P a 20' r-0 1 11.72' A R aVi W �7 ; Landing z 14 cn o 27.7l 770 r ---J I p N ` I PROPOSED J/ ; Bass River Pediatrics o \ ° iA Q OPEN ENTRY ', Existing ¢ .101 X I \r--- 1 0 Cb a v 4. ZI I GAZEBO 2 Story Building o a m L �_ 1- -�---- "1 \ Q I r T.O.Found. Eiev.=29.6 w I 63.8'X40.9• - - - m P�0r-�� Iw / & p I - Of 0 n L--- I c% I Re%toted CZ CL I U'% T 17' i Gos Meter 10.50' 20. �� r_O I `Y c co ilii ail is/i i L----•1 Iz 7i-._ JA , L) I = 29.0 x i,. � O sI -.I in c I -��5 e -1W Gas 6/ o I� Gate (' ° Lot Area �� I -� IF m Exist a Catch Basin ' 0 24,531± Sq. Ft � I 1 _._ J I W I R=26.69 !, /(L 26 �c6 Or i ffi;n 0 9 \ y27 Existrc L r. �` 0.56 ACI O m 28 5 , L 29.2 / tm 00, NEW ROOF DRA11Q� i 10.14' o R ryy. 6 '� � _ S �• ��O 2s Street Sign 76 / 170.2T_ 7 27.5 27.8` 282 i Edge Of Pavement CI Haze/moor Road uWity PROPOSED UTILITIES SITE PLAN SCALE: 1" = 20' /i /9 A eClnTit'% t% A 1 tw%1 11 A Tlt'1A1C1 TITLE 5 FLOW DOCTORS OFFICE: 5 DOCTORS (250 GAL/DOCTOR) - 1250 GPD DESIGN FLOW NO GARBAGE DISPOSALS ALLOWED SEPTIC TANK: 1250 GPD (200 - 2500 GALLON IST COMP. REO. 1250 GPD (100 - 1250 GALLON 2ND COMP. REO. USE 4000 GALLON H-20 2 COMPARTMENT SEPTIC TANK (2604 & 1377 GAL COMPARTMENTS) USE Cl LAYER CLASS 1 SOILS FOR LEACHING LEACHING: 1250 GPD/0.74 GPD/SF -1689 SF LEACHING AREA REWIRED. USE (9) 8.5'X4.83'X 2 -EFF. DEPTH LEACHING GALLEYS W/ 2' STONE AT SIDES AND 4' STONE AT ENDS (81.5' X 16.5' OVERALL DIMENSIONS) BOTTOM CAPACITY - 81.5'X 16.5' - 1344 SF X 0.74 995 CPD SIDEWALL s 2(81.5'+16.6) X 2.0'- 392 SF X 0.74 a 290 GPD 1736 SF 1285 GPD O.K. NOTE: CORNER OF FIELD TRIMMED• BOTTOM AREA 1330 SF SIDEWALL 193 LFX2- 386 SF - TOTAL 1716 SF (.74)=1270 GPD O.K. 0 01 l SCALE: 1' = 20' DATE: NOV. 19, 2004 20 0 20 40 60 Feet PERMIT SET: NOT FOR CONSTRUCTION �i�l SHEET 2 OF 2 NIY 3 (( 1.4• I off 508-362-4541 -TREE 3"CALIPER PARKING/BUFFER TREE REINFORCED NEW BLACK RUBBER HOSE (1/2' ID) DOUBLE STRAND 12 CA GALV ANNEALED TWISTED WIRE TREE WRAP. LAP ENDS DOWN DO NOT STAPLE •3 STAKES EOUALLY SPACED AROUND TREE 2 1/2'x2 1/2'x10' SPACED 1'-0' FROM TRUNK, STAINED DARK BROWN. STAKES DRIVEN AT ANGLE AND PULLED VERTICAL WITH WIRE MIN 4'-0' BURIED -MIN 3' DEEP SAUCER 3' DEPTH SHREDDED BARK MULCH -REMOVE BURLAP FROM TOP HALF OF RDOTBALL w iI •I -:.: .. : �- �z -�:• I �l:,� COMPACTED SUB -GRADE '-@; ' -a ,., 1 :�•• SOIL MIX DETAIL SHEET TO ACCOMPANY PROPOSED SITE PL SS �VE FE Ft ICS IN SOUTH YARMOUTH, MA #237 STATION AVE. PREPARED FOR (OWNER/APPLICANT) ®R. KENNETH COLMER SCALE: 1' = 20' DATE: NOV. 19, 2004 20 0 20 40 60 Feet PERMIT SET: NOT FOR CONSTRUCTION SHEET 2 OF 2 NIY 3 V� il' off 508-362-4541 fax 508-362-9880 12' SAcy� 12' M'N I down I MIN ARNE e' TREE PLANTING DETAIL H. CIVIL ° DETAIL SHEET TO ACCOMPANY PROPOSED SITE PL SS �VE FE Ft ICS IN SOUTH YARMOUTH, MA #237 STATION AVE. PREPARED FOR (OWNER/APPLICANT) ®R. KENNETH COLMER 04-26000LMER.DW SCALE: 1' = 20' DATE: NOV. 19, 2004 20 0 20 40 60 Feet PERMIT SET: NOT FOR CONSTRUCTION SHEET 2 OF 2 off 508-362-4541 fax 508-362-9880 SAcy� c ARNEUH down cope en gin eerin g, inc ARNE e' OJALA H. CIVIL ° OJALA o.307912 CIVIL ENGINEER E ID. 26348 FOISTEP�� LAND SURVEYOR: D " JALA P.L.S., P.E. 939 main St. yormouthport, ma 0267 04-26000LMER.DW