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Home My WebLink About205 Old Main Street Site Plan of Land 11I NOTE: VERIFY IN FIELD THE ELEVATION OF THE D -BOX PRIOR TO ANY PLUMBING OR EEPTIC WORK ON SITE 241.D. CAST IRON COVERS SLAG=Y.FOUND.=. EL 23.0 /AS SHOWN. MORTAR ALL CCMPONENTS (TyP'I NEW 24'. ASr IRON �- 24• •,. TIE INTO EXISTING D -BOX / ST1 PROVIDE NEW RISER TO GRADE OVER D -BOX WITH LIGHT DUTY CAST IRON FRAME AND COVER BLOCK UP D -BOX, 24"I.D. RISER /?0 GRADE, MORTAR ALL COMPONENTS tl 4"SCHSO•PVC " 1500 GAL H-10 TEE 20.62 12' AT 2%1. SEPTIC TANK FROM STI " FROM 5'-8" LIQ. LEVEL GAS BUILDING 20.87: ACME OR EQUAL BAFFLE 4` 4`05CH 40 PVC AT 1:S oo°° SEWER ONLY o°oo°oo°° oeooe°o°o ' c:...r.:.. ......:.: .. ... T.F. FFLR 6" GRAVEL & MECH. E.:I20.25 20.25 20.08 EXISTING STING EL. 23.0 COMPACTION (T'P.) VERIFY 14 FIELD PLACE SPEED LEVELERS IN ALL PRIOR T(' EXISTING OUTLET PIPES AND PLUM --N, OR WATER TEST BOX FOR LEVEL �. IN FROM KITCHEN SINKS WORK ON SITE FULL & DISHWASHER ONLY BASEMENT 10" TO STI KITCHEN 4'SCH4061.5% TEE 1000 GAL H-10 AREA INV. AT BLDG 21•''°I GREASE TRAP ONLY EL7 21.57 4• LIQ. LEVEL '2-I•ly ��.'. ACME OR EQUAL GAS 12` BAFFLE 6' GRAVEL & MECH. COMPACTION (TYP.) NOT TO SCALE LEACHING PIT DESCRIPTION A 6'X6' WITH 2' STONE B 6'X6' WITH 2' STONE C 6'X5' WITH V STONE 0 6'X6' WITH V STONE PARCEL P3 +2 .68 N +20.09 NOTE: PITCH SIDEWALKS 1/8' PER IF MIN. AWAY FROM BUILDING. 5% MAX. SLOPE WITHOUT RAMP �HA.IDRAILS ETC.) r r1,.TdPCOAT MASS DPW I TYPE Il BIT. ASPHALT ",B' PROCESgEp GRAVEL MDPW M7.03.1 VIB, ROLLER COMPACTED NOTE. COMPACT AL.I. FI_L IN 6" LIFTS TO 95% MOD. PROCTOR DENSITr Wfry VIBRATORY ROLLER COMPACTER. r r� SIDEWALI"; CROSS SECTION NOT TO SCALE PARCEL p5 ti6.66+t 7 - p'� ravel FIf`ad_In +18.53 nfil)rv� +2trrv,M --_ +20.0-120.22 04 +20.23 +20.25 ` O 4 +1! a DRAINAGE CALCULATIONS: ORYMFA Oaf. ANEA N M S W WwwL Writ 0-4r - 0mK&%v Rxalf/I>tbpX{W ff7-115 s OsE (1) Soo OH. LVA W" A- POW -774 sr ac I +16.3r`�, 7 '15.75 22. otA ° N 1 - a I 11 1 s 89 AT ELEV. 22.35 + d Y/ of •- - 1 ` ®2 .OS 24).56 ryN N q 1 1 \t a G _N �� m „ a zo. atAPA 1NG p 1� j ? 4 ! �0`+ 8 r7 CATCH BASIN ®2 61 o+ 2.06 PI C' 4 fi 2B ts+2o.z ' 20.1 III 8.89 � vFD ti Ry:� iUTILITY POLE 975G�+,9s3 GUY WIRE E04 �Q + ) 1 3.07 +zo7s ss .9 +21 rt Ja 21. J I J �o LIGHT POST/ YARD LIGHT Ate?- A I c 2'94 N+ N --- +175; �• HI PT. 2 i 6 ry' 7.22 ROAD 22.31 +21.17 1.03 Wb FIRE HYDRANT 23.29 PAYED DRIVE +20 " 2 7a 23.16 , +23. 23.67 _ *" h' PROPOSED VED W:lLln T 'TYM-) 63 +20. FREESTANDING SIGN j s.as W_ I 23.293. EXISTING WATER LINE I z3.z3 + "37 }rl �--" TO "'A a""� +T +zo.o3 z3ao -w-PROPOSED WATER LINE °' I _ SPICES + " PROPOSED ACCESS COVER j WETM +21'oa P POS D +20.66 RELOCATED 20.03 • V V 7 1 1 00 GIL SHED W I 2 _ ' _ G EASE TRA^ + FIRE LANE ECCE OF PAVE NO BERMS -" PARKING dd 1'�•,.. 2z. 1 34. 2 0 + _ . L - (?1.gO1 a7 _ t.} �I SI .G" GAS LINE , 23.1 23.17 3. a +22.77 Bp_- SEPIXTISTINC, EXIST. 1 _ •* 7': WATER GATE j 23.0 wAuc I rcae Q �sas�.. .1 9, 23 3 I coca, S `V� •. `. /• •? &IST; 21. 1 +2,."5 EXISTING ELEVATION �� I I `� _ 2.......Z ��' y I x 'r =r% ) ��UILOING r.�.f1 :? 'COP'�SED F..E'':7.TInN I [V 1 ��` ��a •..8z S -N 1 `-I" S� t _ N (TYP ) `,-.�i \ IX,� \ TREELI E L ------ \ -- N 1 N + 2PROP. AVED 22.40 WALK 'f. 2. `a �^ • tIO - !� \\ ---� �f.. 2 ._ ' -]Z +20.61 -4:- EXiSTiNG CONTOUR Eti , -G' �,� ^0-"." ®�F22 a8 r.. W•. -r- '_ : ,23. �7. ROPOSED -K k-- 15D0 GAL+22.44. J 1, _ a \ \ -,_-_r-=. PROPOSED --CONTOUR +" -' �r . •i os _ S� 5. 1 �� l _. +23 EPTK: T0.NK �,-•1; ... m 1 I O N f \ 22.23 i - y, WC - ' v $ ; 3`Sp f20, rn» s , , 1 • 21.33 �7 / PROPOSED SHRUB 1 W I` 22 W I PROP SED 3 3. r - ?3.Q "' x- 1 1 21.94` 22 , '� x PLAY EAS %o lS T d .� 18.0 PO$ 1 1 A zt s� . IA sr0e � I izz Qi � I EXISTING CHUB _. i 25• I ,• �_ 21 72 - , i FIRST FLOOR EL 23.53 x EXISTING TREE 21b9 EXISTING GARD 3 1 I �r Lx U.G ELEC�TRISCEf A7 1% 0 PVC r ( I A.� ,z MN. TYP r r 2:.54 �F1pU S NOT PARK HERE" SIGNS x'80 x��BESIDE I 21.63 7.66 y\ N I DEN / EXISTING TREE I N 1S9 \� LC 1 1 > 21.40 �1 _ t21. 21.23 J21,4 / / 'A&6 - INFILTRATIONAREA 21.4 ��`_,w`___ w/ +20.37 21'Sf 21.49 - `y ��.y>J'•=--Ni=-•P/ - yy__y1i_i-''1L __ % I- ------------ r �TOSfO G ` 21.63 ,.6a 1.51 BASE fy�� Q/ . - MArci - 3" LQ41/ ACcFl off 508-362-4541 fax 508 362-9680 down cape engineering, ine. CIVIL ENGINEERS , LAND,SURVEYORS 939 main st. yarmouth, ma 01-350 1 +21.92 +20.41 1 0 1 PA I ro , MEMORIAL GARDEN 1 s +21 5+21.67 I I I I I i ST. DAVIDS I LOTS 1& 2 MEMORIAL C URCHYARD 1 i Area = 204,762 sq.ft / ryry (_:IILTRATIO"EA 1 +6s1.50 r-------------------1__ Rea¢ DHevN-- 4 ----- 4.70 ACr- I -- - - - - - - ---- 20' BUFFER (ALL AROUND SITE) 1 L--.-.-- ------- 1 - - ---- ----- a ----------- N 590.92 1 PARCEL N1-78 �NOTES: PAR .L.I N6 TES. � +2,56 ^" HIS PLAN 1S 90 21 21 ?, 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON T - ` +2: APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 6" LOAM & SEED DISTURBED PARCEL N8 - I CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE I 4.4 6' H-10 F&C (1-688-344-7233) AND ANY OTHER-FITIUTIES WHICH MAY HAVE CABLE, PIPE OR -� PVG AT 1% MIN. EL21.5t (T'P•) EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. F�CM ROOF DRAINS I 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, ANDVE7FIDDS EMPLOYED ON T1 -0S 12' PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS ADJLlST1NC BLOCKS H-10 RISE AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD EL 19.1 SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT, MORTAR ALL COMPONENTS COVER ACCESS DRE Wn 3" OF SCREENED LOAM ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE S. AND HYDROSEED. I AND YARMOUTH HEALTH REGULATIONS CROSS SLE 1% AWAY FROM BL;D!NG 3' VERTICAL DATUM IS ASSUMED FROM QUAD. ALONG ENE LENTH OF DRIVE 4. TOP OF FOUNDATION IS 0.2' BELOW HIGH POINT IN ROAD (2.2' HEALTH DEPT. VARIANCE IS REQUESTED) ° 00 0 00 00-00 °00 °00 0o a o 0 000 000 0 o t 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H10 UNLESS N01TD. 0000 0 00 OO 00 000po�00000000000 .. REMOVE TOPSOIL & SUBSOIL TO 15' AAD COMPACT'1B-GRADE WITH S. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY UNE STAKING. 10 -TON VIBRATORY ROLLER 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. 12" OF T -BASE REPICESSiD ASPHALT GRAVEL 8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. COMPACTED IN (2) 6UFTS TO 95% MOD. PROCTOR DENSrry 9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. WITH 10 -TON VIBRAT(Y ROLLER 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT FIRE LANE OLV TI O N INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INS PECTI NOT TO SCALE - 12. EXISTING BUFFER PLANTINGS TO REMAIN, NO CHANGES PROPOSED. ONS. 13. PITCH SIDEWALKS 1/8' PER FT. MIN. AWAY FROM BUILDING. 14. Al I. Rnnr R11Nncv to er ••,••••...�+ u.vn.ni[L. IA MIN. PITCH. +19. +19.41 a O J fO w 9 00 Of 0- 0- -10 20 LOC ASSESSORS MAP 51 PCL 38 ( c8 U I L'D I N G'70NE"R s -_7S• -N DT -1 MIN. LOT SIZE: 25,000 S.F. MIN. FRONTAGE: 150' SETBACKS: FRONT=30' SIDE=15' REAR=20' FLOOD ZONE C, 250015 0004 MAX. BUILDING COVERAGE: 25% COMBINED LOT AREA = 204,76 fXISTING-BUILDIN"OVERAGE = DEMOLITION_ OF 577 SF, NEW C PROPOSED 13U'EDWG-COVERAGE DATUM: ASSUMED FROM DENNIS EXISTING USE: CHURCH, ACCES! PROPOSED USE: CHURCH, ACCE PARKING CALCULW7-op ARY: 27 SEATS (1 SPA TOTAL t 9 SPACES (TGTAL-PRw ED:"g9-SPACES - HANDICAP: 76-100 SPACES 4 1 HANDICAP PROVIDED: 6 SPACES NOTE, P -IE P ,7KWG C4LCULA7;iON IS B 'rt S�•'-dCIUARY ONLY SINCE JT THE UCLIOSI GITOF N HE SERVICE SEPTIC CALCULATIONS: DESIGN FLOW: CHURCH: 274 SEATS (3 GPD/SI DAY CARE: 300 S.F. (1 CHILD/' 15 CHILDREN (10 GALLONS/CHL 972 GPD FOR DESIGN FLOW FO PARISH HALL 150 SEATS (3 GP DIFFERING HOURS OF USE SO F CHURCH_SEP_TIC TANK: 972 GPD USE EXISTING 1500 GAL SEPTIC PARISH HALL SEPTIC TANK: 450 USE PROPOSED 1500 GAL SEPTI USE PROPOSED 1000 GAL GREA' LEACHING: (2) EXISTING 6'x6' LEACH PITS V 1 EXISTING 6'x6' LEACH PIT WI 1 EXISTING 6'x5' LEACH PIT WI TOTAL CAPACITY: 1891 GPD 171 REFERENCE: TITLE 5 SEPTIC SYSTEM REPO kJITE PLAN OF LAI SHORING NEW PARISH HALL AT SA (SOUTH) YARMOUZ PREPARED FOR: SAINT DAVID'S EPI 30 0 30 SCALE: 1"=30' DATE: 000000000 \ 4' MIN. PEASTONE °e°ooOo° $°°Oo°o°O°oe AND MIRAFI 14ONS 5'-0 X 6'0o'O°"Oo"oe° FABRIC OVER STONE o -r°v0000 N_70 °o . 600 GAL M �v°•o°OOOo°o LEACHPIT SHOREY OR EQUAL o°O°O°°ovo :_° o°° oOOOQ0000 IEL 14.1 DOUBLE WASHED STONE - 4' MIN. AROUND PIT ADJUSTED GROUNDWATER ROOF DRAIN SECTION EL 12.1+ OBSERVED GROUNDWATER NOT TO SCALE EL 8.2t REF. SEPTIC INSPECTION REPORT BY TROY WILLIAMS DATED 3/28/02 LOC ASSESSORS MAP 51 PCL 38 ( c8 U I L'D I N G'70NE"R s -_7S• -N DT -1 MIN. LOT SIZE: 25,000 S.F. MIN. FRONTAGE: 150' SETBACKS: FRONT=30' SIDE=15' REAR=20' FLOOD ZONE C, 250015 0004 MAX. BUILDING COVERAGE: 25% COMBINED LOT AREA = 204,76 fXISTING-BUILDIN"OVERAGE = DEMOLITION_ OF 577 SF, NEW C PROPOSED 13U'EDWG-COVERAGE DATUM: ASSUMED FROM DENNIS EXISTING USE: CHURCH, ACCES! PROPOSED USE: CHURCH, ACCE PARKING CALCULW7-op ARY: 27 SEATS (1 SPA TOTAL t 9 SPACES (TGTAL-PRw ED:"g9-SPACES - HANDICAP: 76-100 SPACES 4 1 HANDICAP PROVIDED: 6 SPACES NOTE, P -IE P ,7KWG C4LCULA7;iON IS B 'rt S�•'-dCIUARY ONLY SINCE JT THE UCLIOSI GITOF N HE SERVICE SEPTIC CALCULATIONS: DESIGN FLOW: CHURCH: 274 SEATS (3 GPD/SI DAY CARE: 300 S.F. (1 CHILD/' 15 CHILDREN (10 GALLONS/CHL 972 GPD FOR DESIGN FLOW FO PARISH HALL 150 SEATS (3 GP DIFFERING HOURS OF USE SO F CHURCH_SEP_TIC TANK: 972 GPD USE EXISTING 1500 GAL SEPTIC PARISH HALL SEPTIC TANK: 450 USE PROPOSED 1500 GAL SEPTI USE PROPOSED 1000 GAL GREA' LEACHING: (2) EXISTING 6'x6' LEACH PITS V 1 EXISTING 6'x6' LEACH PIT WI 1 EXISTING 6'x5' LEACH PIT WI TOTAL CAPACITY: 1891 GPD 171 REFERENCE: TITLE 5 SEPTIC SYSTEM REPO kJITE PLAN OF LAI SHORING NEW PARISH HALL AT SA (SOUTH) YARMOUZ PREPARED FOR: SAINT DAVID'S EPI 30 0 30 SCALE: 1"=30' DATE: