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Home My WebLink About205 Old Main Street Site Plan of Land 6NOTE: VERIFY IN FIELD THE ELEVATION OF THE D -BOX PRIOR TO ANY PLUMBING OR SEPTIC WORK ON SITE 24"I.D. CAST IRON COVERS AS SHOWN. MORTAR ALL COMPONENTS LAB=T.FOUND.=. EL 23.0 PROVIDE NEW RISER TO GRADE OVER D -BOX WITH LIGHT DUTY CAST IRON FRAME AND COVER NEW 24"CAST IRON COVE BLOCK UP D -BOX, 24"I.D. RISER TO GRADE, MORTAR ALL COMPONENTS j j 3. 10" 24" .,. TIE INTO EXISTING D -BOX TEE STI TEE ��• li"SCH40 PVC 1500 GAL H-10 20.62 12' AT 27 SEPTIC TANK FROM 571 5'-8" LIQ. LEVEL GAS : 'i FROM 20 87 ACME OR EQUAL BAFFLE.: 4"OSCH 40 PVC AT 1% o$ea000 o$°oo°o a 'BUILDING '.?.' SEWER ONLY 20 25 LEACHING PIT DESCRIPTION A 6'X6' WITH 2' STONE B 6'X6' WITH 2' STONE C 6'X5' WITH 1' STONE D 6'x6' WITH V STONE 20.08 EXISTING - T.F. = FFLR 6" GRAVEL & MECH. EXISTING PLACE SPEED LEVELERS IN ALL • EL = 23.0 COMPACTION (TYP.) VERIFY IN FIELD EXISTING OUTLET PIPES AND .PRIOR TO ANY PLUMBING OR , WATER TEST BOX FOR LEVEL. s SEPTIC WORK ON SITE IN FROM KITCHEN SINKS 21 39 FULLF & DISHWASHER ONLY TO. ST1 BASEMENT KITCHEN4"SCH40®1.57" TEE 1000 GAL H-10 - AREA. AT BLDG ' GREASE TRAP ONLY 21.57 4' LIQ. LEVEL 21.14 ACME OR EQUAL GAS 12 BAFFLE 6""•GRAVEL & MECH. COMPACTION (IYP.) PARCEL P3 NEW SEPTIC COMPONENTS RETAINED TIF SUCH TREES DO CALIPER 3 AEXIST IN ZONES CAL PER TREES SHALLBE PLANTED AT ' 3144 F +20.09.. + 2r\ hj j '7-4 NOTE: PITCH SOEV-PIKS 1/8" PER FT. MIN. AWAY FROM BUILDING, 5% MAX. SLOFF. KITHOUT RAMP (HANDRAILS ETC.) 1" TOPCOAT MASS DPW i- - .TYPE 11 BIT. ASPHALT DRAINAGE CALCULATIONS: NEW CONSTRUCTION OF PARISH HALL AREA: DRAINAGE AREA DAt - 4312 SF ROOF AREA. 25 YR STORM ho °Doo oa° RATIONAL METH. O=CIA - 0.99(5.0IN/HR)(4312/43560)(448.8)/.7=315 SF USE (1) 600 GAL. LFACHPIT WITH 4' STONE - 374 SF O.K. 8" PROCESSED GRAVEL MORIN M1.03.1 MS. ROLLER COMPACTED DRAINAGE AREA D = 5400 5F PAVEMENT AREA, 25 STORM RATIONAL METH. O -CIA 0.95(4,81N/HR)(5400/43560)()(448.8)/.7=362 SF USE (1) 600 GAL. LEACHPR WITH 4' STONE - 374 SF O.K. NOTE COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. SIDEWALK CROSS SECTION NOT TO SCALE - PARCEL P5 -. 414:7U ..�` ' - PA CEL 1\ +18.53 ,groY"'�.---._-`,+2r��4 t erc•� -Q-M ' ` +16.32.17 \ �\ \ NATU +20.0.1720.22 �^ INFO NAL DRAINAGE ` _ RATION AREA +t 95 ,9.8a PROPOSED � _ _ LANDS ARE IS4ANDfr', q99 f: r�YP. - 6 4 NOT TO SCALE INTERVALS OF AT MOST 20 ( 0 ) (TYP. ALL PARKING DUI ERS) Ip \ I + REMOVE EXISTING 14 PARKING SPACES +20.23 + 8 � lg +15.75 2 68 +2025 (I y6 REMOVE EXISTING 2 PARKING SPACES 4' WIDE X 5' HIGH 100% EVERGREEN LOAM & SEED AREA. +2 LOAM & SEED AREA, DENSELY PLANTED HEDGE AS REQUIRED. BUFFER PLANTINGS AS REQUIRED. W N m j +20.i8 U I \ • BENCHMARK: -- WIDEN ACCESS DRIVES CONC. BOUND FND M + 0. AT ELEV. 22.55 % In x v w -I- 22. ; TO 20' WIDE WHERE REO. o: a @ D +2o.le__- Q I 241.56 I- oa - a rn U_ -w _ Q 20 rn I g a d 05 LEGEND a ¢+2022 I CATCH BASIN �j UTIIIITY POLE (i GUYi WIRE LIGHT POST/ YARD LIGHT yYQ FIR I HYDRANT FREESTANDING SIGN EXISTING WATER LINE PROPOSED WATER LINE • PROPOSED ACCESS COVER EDGE OF PAVE NO BERM GAS LINE WATER GATE +21.a5 EXISTING ELEVATION zs.o3] 0 E Pfd POS D ELEVATION ---41- CYICTING CONTQIJR PROPOSED CONTOUR i � I PROPOSED SHRUB EXISTING TREE j ,EXISTING TREE f�ROP. 3"CAL. TREE 'I I Ij i tl Y 4 20.1. `------- - +18.89 W I d r 2 .s6 o w sj +g �� + I a `®6� 1� S�CES Tp N /cI� ` o a N 1 AVSD DRIVE + 334-J 9 •.z 47 I1 + 3.Lt S BE 111EMOVED w m "Sj 0�+20.75 + 65 < +21f 3 oSACE 21 ' .:- +^0P 52 9REMAIN I.772 .9a a 5 Qqa, ?078 11 ` +21.17 PAVE- HCP 2_1. O i ,, �pI HI PT. 2` t 3I GRAV A ONG 4 T 2.31 PAVED DRIVE SPACES _ .�i` 9h i'K +20 33 -�""`'•, U WIDEN GRAVEL ROD SOUP, 23ss +• ?°e4� * TO.S/W WALK FLUSH ,A- .63 �� j AS PROVIDED 1 23 16 �-� P R. O• ` " SPECS. WITH GRADE ALL WALKS I AVED WALKWAY COMPLIANT � p 1 58 PROVIDE 37 ALL WAINS 'r0 BE ADA COMPLIANT-57ue?N" �+2Y11 �> 58' BAY WIDTH I I + ..ri Fz SPACE• 23.2923.40 23.2 ADM \ + 2082 20.03 - lJ +18.86 cV" I 1 23 , \ - +2t O6P )P G +2o.6c RELOCATED as ,1 1 - G raSE TRAP S 150 SF 1 w!`�'. ( METER FIRE LANE . ?SCD NO PARKING zz. r, so --:4,:. ,.,o � SIGN � ROP((� I OSED 1 ,� mn o (STING EXIST. / , i - - -- �0WELL TREELINE (TYP.) - 1. 23.17 +22.77 .8G _ SEPTIC SAS - _ m, +2Lt.3�- $' 1 -- +21.9, ;. ^/7- 23.1 \ 21 ,r I \�A 23.0 WALK 1 1 HCRR • ° D ' .� IL ExISTING 57�„ / Pt / / yf'p� 1\C.otoFN S ,-: ,y _ r q \VILDIAG S / '-�'°s • \ J I d, ?.. TO BE Cs t/A1 % S <ryf \ 3. 'I4o.3REM• \_ J'-EHEf>n�' iG zo.8 3 cn + ...2 PROP. IhL {�'" II \ i EXTEND 2' _GJ'� ., a° - 3 __ _ _ -_ ya _ W t,,, 1590_GAl (2235 �,5 `f� "- QL<� +2� W o ZR-. •''-1S pA ALK SEPTIC 'TANK - AT•NG J I W- -+22.23 ._- WALK _. �.J r59 F.4� EL. 235_ I +2t-!3 Ai o 00 _ '- i PROP SED 0 3.� I I N 01 N 'ti [-.- In ;A x CHAIR r 40.2' I ROPOSED co L: W 22 04W' PLAY REAS �'y ' - _ Z I N .? TAACE a V RYWELL <. N - L ST__-- "�v\O � 25 1t a f�`- - --112.33 _ � \ I 0,. 21.89� Z _ _,\-<:�' ---L .----- Ir __ �/ '• -� t PROPOSED I O. q I N 21.25 �"C�RC x' ,- i B��UESTONE I VJ FIRST FLOOR EL. 23.53 EXISTING GARDEN/ I ' 4"SCH40 FVC PARKING - O -- - 21.72 8549 ASF X--.� X v " AT 1% MIN. TYR. 15 SPACES 21.69 22.80 - X ---j 21.64 �O SHALL NOT PARK HERE" SIGNS 21,63 21 ��. �+ 73 +LJ6 +2123 1 I +19.41 / [21.51 +20.61 +20.37 1 a' W DE I X 5' HIGH 100% EVER REE 2. J �\ % CONCRETE LANDING WITH DE SEC( LA TED EDGE AS SHOW 2143 %( NEW WATER SEg'CE IN SLEEVE 2 STEPS DOWN TO GRADE IIH U.C. ELECTRIC/ SIZE TO MA BLDG CODE AS I I BRASS DRAINAGE 21.43 BESIDE, COORDINATE WITH VENDORS SHOWN, NP. EXCEPT FRONT HCP I\ pARK1NG IN ILTRATION AREA WIDEN ACCESS DRIVES EXPANSION AREA 1 21.56 TO 20' WIDE WHERE REQ. NOTE: A SEPARATE WATER METER SHALIIBE 21.63 ACCESSIBLE ENTRANCE 1 �.�\ 20.00 1 21.49 INSTALLED FOR THE LAWN SPRINKLER/GARDEN HOSE 1 FUTURE GARDEN 1 _ _ - - I •�_- SO THAT THE AMOUNT OF WATER ENTERING LOCATION THE SEPTIC SYSTEM CAN BE MEASURED. I� lOAM & SEED AREA 21.64, 1 5 +21.92 �,, / +20.41 I I� .50 I I +21. s I a �. +21.51 +21.67 1 0 03QpQ pR I kD MEMORIAL GARDEN I N \ I + `11^79 < eo C. MEMORALLSC.URCHYARD I Area OTS 204,762 Sq.ft { I 4.70 Acre1s50 I \ I _--_--- --_-_-_--__20' BUFFER (AL1 AROUND SITE) ------------- 20 3" CALIPER -GRASS J]RAINAGE- _. _ _ - _ ._ - - 1 - - - - ' - - IREE INFILTRATION AREA w 590.92 PARCEL PARCEL N6 N1 -7B +2Loa o-30 NOTES: PARCEL NS I 71 ---- 21 -_---` SITE PLAN OF I,!_SND # i AT 205 OLD MAIN STREET 6" LOAM ,& SEED DISTURBED AREAS +zone 2" CRUSHED BLUESTONE _ RE" WA (TOE' Rn, Iluox LER 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN THE THIS PIAN IS RIM ELEV. LISTED NosE 0/z' u) APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING B" H-20 F&c's - (TYP.) � SHOWING NEW PARISH HALL Al 'TAINT DAVID'S EPISCOPAL CHURCH IN: CONTRACTOR. SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 4"OSCH-40 PVC AT 1% MIN. EL.21.53 ° DOUItlF 31PRN 12 G(f-888-344-7233) o°o CxNN v ANNEALED r'*rTM QUIIPMENT IN EQUIPMENT CONSTRUCTION AREA AND ANY OTHER (FOR VERIFICATION OF OCATLITIES WHICH MAY HAVE TIIONSPIPE OR FROM ROOF DRAINS `- (SOUTH) YARMV 1._TTH, MA ADJUSTI" BLOCKS./H-20 RISER 12" PROCESSED GRAVEL -.- TRM WW. ur ENDS 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS EL 19 1 MORTM ALL CouvoNENi; --- _ - REMOVE TOP & 1.[ ! w NOT n» PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS � SUBSOIL MDPW M1.03.1 V18. ROLLER COMPACTED PREPARED FOR: 1 3 STAKES EoUkLy SVAcIn AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD ("P') 2" WN. PEASTONE AROUND IKE z t/z•d p/z'.1o' \ Do •'•� AND MIRAFI 140NS r NOTE: COMPACT- AEC FILL IN 6" LIFTS TO 95% MOD. `[ SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. SRADED E_D• fRON r� IA, ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. ,�• rneRlC OVER -STONE ° ° - PROCTOR OEN$ITY WITH VIBRATORY ROLLER COMPACTER. 1 $TAXISODARK RRRIN AN(1FAN0 AND YARMOUTH HEALTH REGULATIONS. o - -` --- - _-- - ° SAINT DAVID S [�.,,1'ISCOPAL CHURCH RIMED'RIMAED E �- NEW PARKING CROSS SECT( �N - - WN 1'-0• BURIED 3. VERTICAL DATUM IS ASSUMED FROM QUAD. °�° 12 H-20 ADS N-12 1 og% 000g 5'-0 x 6'm HDPE PIPE SET LEVEL 24" 30 0 3(^ 60 90 Feet 1'-+" um 3' 11ECF $Al10ER °Dove°o° H-20 INLET TEE IAN 4. OP OF FOUNDATION IS 0.2' BELOW HIGH POINT IN ROAD ° ° - ° _--------.-- - NOT TO SCALE off 508-362-4541- , 3• DEM SHREDDED wtCH 1(2.2' HEALTH DEPT, VARIANCE IS REQUESTED) 600 GAL $ •I{t SCALE: 1 = 0° °°00O° ,� c aoc°goo LEACHPIT 30 ll11�E:' APRIL 19, 2002 'SHOREY OR EOUAL _ I'' t- • ` :a te 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE PASHTO -H10 UNLESS NOTED. - ° o fox 508 362-9680 RFVI,i UGUST 22, 2002 (ADD PARKING TO REAR, ELIMINATE fpow OR ° a'-0" 5" r FIRE LANE, ADD TREES. REMOVE LEAN-TO SHED ETC.) REMM o a` A�;(a - �RooE 6. T�-IIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO EL, 14.1 "4°$ I "1 96 REVISRII S PTEMBER 10, 2002 (9/3/02 SPR COMMENTS- ' •„,,' cowa¢DwB-cR.tt BE USED FOR PROPERTY LINE STAKING. 6": SIZE SPACES, SHRUBS, PAVE HCP ETC.) sotwK down cape ergineenno Inc �0. 31000 ALP o ' "O�eST R04n LOCA"CION MAP ASSESSORS MAP 51 PCL 38 (01-1) MAP 45, PARCEL P11) BUILDING ZONE: RS -25, NOT 111 APD MIN, LOT SIZE: 25,000 S.F. MIN. FRONTAGE: 150' SETBACKS: FRONT=30' SIDE= 15' REAR=20' FLOOD ZONE C. 250015 0004 C MAX. BUILDING COVERAGE: 25/% COMBINED LOT AREA = 204,70 S.F. EXISTING BUILDING COVERAGE 11,006 SF = 5.4% DEMOLITION OF 577 SF, NEW ( `)NSTRUCTION 3,658 3F PROPOSED BUILDING COVERAGT =, 14,088 SF = 6.9P. DATUM: ASSUMED FROM DENNIF QUAD MAP EXISTING USE: CHURCH, ACCE ; (`RYA THRIFT SHOP, EAYCARE PROPOSED USE: CHURCH, ACCT iSORY THRIFT SHOP, DAYCARE, PARISH HALL. PARKING CALCULATIC)I JS: SANCTUARY: 274 SEATS (1 SP^CE/ SEATS) = 92 SPACES TOTAL NEEDED: 92 SPACES TOTAL PROVIDED: 99 SPACES HANDICAP: 76-100 SPACES A HCP SPACES REQUIR-D HANDICAP PROVIDED: 5 SPACE TREE CALCULATIONS: 99/8 = 12.4 TREES REQ. (1 3 PROVIDED) NOTE: THE PARKING CALCULATION IS 9ASED ON THE CAP A ITY OF THE SANCTUARY ONLY SINCE ('FHER BUILDING AREAS ARE OCCUPIED WITH INDIVIDUALS 1.1 A•/ING THE SANCTUARY AFTER THE CLOSING OF THE SERVICE OR 'USING DIFFERING HOURS. d SEPTIC CALCULATIONS: DESIGN FLOW: CHURCH: 274 SEATS (3 GPD, SEAT) = 822 GPD DAY CARE: 300 S.F. (1 CHILI'/20 S.F.) = 15 CHILDREN 15 CHILDREN (10 GALLONS/i.IIILD) = 150 GPD 972 GPD FOR DESIGN FLOW I`OR MAIN BUILDING PARISH HALL: 150 SEATS (3 GPD/SEAT) = 450 GPD DIFFERING HOURS OF USE S(1 FLOW NOT CUMULATIVE. CHURCH SEPTIC TANK: 972 GPD (1.5) = 1458 GAL USE EXISTING 1500 GAL SEPTIC: TANK PARISH HALL SEPTIC TANK: 410 GPD (2.0) = 900 GAL USE PROPOSED 1500 GAL SE.PTIC TANK USE PROPOSED 1000 GAL GPEASE TRAP FOR KITCHEN FLOW LEACHING: 2) EXISTING 6'x6' LEACH PIIS WITH 2' OF STONE (549.8 GPD EA.) AND 1) EXISTING 6'x6' LEACH PIf WITH 1' OF STONE (427.3 GPD) AND (((1) EXISTING 6'x5' LEACH PIT WITH 1' OF STONE (364.5 GPD) PROVIDED TOTAL CAPACITY: 1891 GPD '78 CODE TITLE 5 LEACHING SYSTEM �a REFERENCE: TITLE 5 SEPTIC SYSTEM VEPORT BY TROY WILLIAMS DATED 3/28/02 2 12" MRi WIN �R E LANTINQ-DU61 slln•K ■ w K dKww w �w �I Eww.wwwlwawwNw )1-350 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 8. f" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. N 3/4" - 1 1/2" - ADJUSTED GROUNDWATER DOUBLE WASHED STONE ° �7 Hi OF�\ NIH OF 4, 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED LEL. 12.13 4' MIN. AROUND PIT ... .UUL CIVIL. ENGINEERS' '�'o� ��`P ul]:�� 10. (COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT CONCRETE 4000 PSI MIN. AT 28 DAYS �� ARN[ t �o ARNE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINEDROOF DRAIN SECTICI{ V H-20 DESIGN LOADING/REINFORCING LAND SURVEYORS � SIA FROM BOARD OF HEALTH. OBSERVED GROUNDWATER ACME PRECAST OR EQUAL _ I S CIVIL 11. OWNERS ENGINEER TO INSPECT SITE 8 E WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. .21 CONCRETE MANHOLE (USED AS CATCH BASIN) NOT TO SCALE BARRELS TOCONFORMTO'ASTM C-478 REF. SEASIGINS �7 u i .a1 c. tR SSP Q I I b I OZ INSPECTION _ (EXCEPT NO STEPS REQUIRED) main St. Yarmouth, ma c f 12. EXISTING BUFFER PLANTINGS TO REMAIN, NO CHANCES PROPOSED. REPORT BY TROY WILLIAMS-•-- - 13. PITCH SIDEWALKS 118- PER FT. MIN. AWAY FROM BUILDING. DATED 3/28/02 14. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. 1% MIN. PITCH, DA TF 'NIILOW Z8 D A m o+ LOCA"CION MAP ASSESSORS MAP 51 PCL 38 (01-1) MAP 45, PARCEL P11) BUILDING ZONE: RS -25, NOT 111 APD MIN, LOT SIZE: 25,000 S.F. MIN. FRONTAGE: 150' SETBACKS: FRONT=30' SIDE= 15' REAR=20' FLOOD ZONE C. 250015 0004 C MAX. BUILDING COVERAGE: 25/% COMBINED LOT AREA = 204,70 S.F. EXISTING BUILDING COVERAGE 11,006 SF = 5.4% DEMOLITION OF 577 SF, NEW ( `)NSTRUCTION 3,658 3F PROPOSED BUILDING COVERAGT =, 14,088 SF = 6.9P. DATUM: ASSUMED FROM DENNIF QUAD MAP EXISTING USE: CHURCH, ACCE ; (`RYA THRIFT SHOP, EAYCARE PROPOSED USE: CHURCH, ACCT iSORY THRIFT SHOP, DAYCARE, PARISH HALL. PARKING CALCULATIC)I JS: SANCTUARY: 274 SEATS (1 SP^CE/ SEATS) = 92 SPACES TOTAL NEEDED: 92 SPACES TOTAL PROVIDED: 99 SPACES HANDICAP: 76-100 SPACES A HCP SPACES REQUIR-D HANDICAP PROVIDED: 5 SPACE TREE CALCULATIONS: 99/8 = 12.4 TREES REQ. (1 3 PROVIDED) NOTE: THE PARKING CALCULATION IS 9ASED ON THE CAP A ITY OF THE SANCTUARY ONLY SINCE ('FHER BUILDING AREAS ARE OCCUPIED WITH INDIVIDUALS 1.1 A•/ING THE SANCTUARY AFTER THE CLOSING OF THE SERVICE OR 'USING DIFFERING HOURS. d SEPTIC CALCULATIONS: DESIGN FLOW: CHURCH: 274 SEATS (3 GPD, SEAT) = 822 GPD DAY CARE: 300 S.F. (1 CHILI'/20 S.F.) = 15 CHILDREN 15 CHILDREN (10 GALLONS/i.IIILD) = 150 GPD 972 GPD FOR DESIGN FLOW I`OR MAIN BUILDING PARISH HALL: 150 SEATS (3 GPD/SEAT) = 450 GPD DIFFERING HOURS OF USE S(1 FLOW NOT CUMULATIVE. CHURCH SEPTIC TANK: 972 GPD (1.5) = 1458 GAL USE EXISTING 1500 GAL SEPTIC: TANK PARISH HALL SEPTIC TANK: 410 GPD (2.0) = 900 GAL USE PROPOSED 1500 GAL SE.PTIC TANK USE PROPOSED 1000 GAL GPEASE TRAP FOR KITCHEN FLOW LEACHING: 2) EXISTING 6'x6' LEACH PIIS WITH 2' OF STONE (549.8 GPD EA.) AND 1) EXISTING 6'x6' LEACH PIf WITH 1' OF STONE (427.3 GPD) AND (((1) EXISTING 6'x5' LEACH PIT WITH 1' OF STONE (364.5 GPD) PROVIDED TOTAL CAPACITY: 1891 GPD '78 CODE TITLE 5 LEACHING SYSTEM �a REFERENCE: TITLE 5 SEPTIC SYSTEM VEPORT BY TROY WILLIAMS DATED 3/28/02 2 12" MRi WIN �R E LANTINQ-DU61 slln•K ■ w K dKww w �w �I Eww.wwwlwawwNw )1-350 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 8. f" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. N 3/4" - 1 1/2" - ADJUSTED GROUNDWATER DOUBLE WASHED STONE ° �7 Hi OF�\ NIH OF 4, 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED LEL. 12.13 4' MIN. AROUND PIT ... .UUL CIVIL. ENGINEERS' '�'o� ��`P ul]:�� 10. (COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT CONCRETE 4000 PSI MIN. AT 28 DAYS �� ARN[ t �o ARNE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINEDROOF DRAIN SECTICI{ V H-20 DESIGN LOADING/REINFORCING LAND SURVEYORS � SIA FROM BOARD OF HEALTH. OBSERVED GROUNDWATER ACME PRECAST OR EQUAL _ I S CIVIL 11. OWNERS ENGINEER TO INSPECT SITE 8 E WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. .21 CONCRETE MANHOLE (USED AS CATCH BASIN) NOT TO SCALE BARRELS TOCONFORMTO'ASTM C-478 REF. SEASIGINS �7 u i .a1 c. tR SSP Q I I b I OZ INSPECTION _ (EXCEPT NO STEPS REQUIRED) main St. Yarmouth, ma c f 12. EXISTING BUFFER PLANTINGS TO REMAIN, NO CHANCES PROPOSED. REPORT BY TROY WILLIAMS-•-- - 13. PITCH SIDEWALKS 118- PER FT. MIN. AWAY FROM BUILDING. DATED 3/28/02 14. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. 1% MIN. PITCH, DA TF