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HomeMy WebLinkAbout115 Route 28 - Utilities Planu PROPOSED ROOF DRAIN -0-0 PROPOSED FENCE - $ PROPOSED SEWER UNE LOT COVERAGE CALCULATIONS E PROPOSED ELECTRIC UNE - - G PROPOSED GAS UNE w PROPOSED WATER LINE PROPOSED PERCENT ---22-- EXISTING CONTOUR PAVEMENT 32,413 S.F. 27.7% -[22]- PROPOSED CONTOUR '!`\ PRECAST LEACHING PIT BUILDINGS 29,472 S.F. 24.5% ! f • � =__ __ WITH 4' STONE- 6'X14' - \ % WITH 3'X3' LEACHING TRENCH TOTAL 60,718 S.F. 52.2% F&G 21.9 CATCH BASIN & 12' HDPE PIPE INV. 18.0 F&G = FRAME & GRATE RIM EL INV. = PIPE INVERT ELEVATION (2' BELOW TOP OF STRUCTURE) [22.4] PROPOSED SPOT GRADE PROPOSED MANHOLE COVER- • +PROPOSED CLEANOUT O• PROPOSED SEWER MANHOLE \ IGN (+ INSPECTION PORT IN SAS) 1 / \ S�� PROPOSED SIGN -- ! - - - - - "- - - - \ / PROPOSED BULKHEAD �S PROPOSED SERVICE LINE/CLEANOUT GEORGE T ABB077 7RS DB 10018 PG 90 _ _ N0378' 24.44' \ N1J3540 E- l i Oq6 40 tl - - 9 �- 9 O dd0 0-"-� --k-3 3 3 3 3 D O m� / � 28 G 3 3 �' - J \ 3 O D PROPp / F _-- - - 3 \ _ s - 3FNCE D 1V/57�ZO E 7 3 �_ 3 -.-• 3_. I I/ I I I _ 3 3 D _..� �' ?OQ 47, t 101.77' 3 Ge _ � BUILDING 5 lR� Y _ BUILDING 6 i I - � � •3 FOuI ! o NO / X3 3 3 i BUILDING 14 U r I DQ p E I g I _U Fr � ice\ _� Lvcr BUILDING 7 \ \� Q1 _ uw DUPLEX s FFLR as.o I I FFLR 24.5 I I \ _ _ -?4- - - A --CDLPLEXI I BUILDING �0 03 _ Q /��_\V i '3 . two I" A KG oAF>. ( I 1. \ FFLR 25.4 GAR � Oi1R I �T UILDI / r13oo sF � 1 G � / I I q p NG GREGORY. M. CAULEY %n. ISEPrC RESER i1 \� Bv�LD„` l B I FFL�2.B.0 I iw. ,9.0 © ©.:. $MHT \ (22 PORCH 23 I I UPLEX uw DUP a i` / Polecr+ 2 • SMH4 .«. t�.,.s s s $ :. ` w 193 ! FFLR 23.8 I aR�p� DB 2940 PG 1 ,I I O^r ` 1 ,j jg,7� ® S 23. FFLR 27.5 ,essS W w Wim- W S W W _ - =� - ■ &G 21.0 W W "�:ry ,ax S S S `So_ cY / W q4 26.0 5 /^'• WINV.'S 17.5 ryK� W w l s s I// W / . VE AREA t' 1�1- ;_ • _ �� >_> --- ' - '' - 3462 SF SEPTIC RESER V S 175 SMH / 5 N a' \N / \ w ��w !� :::..... r \ 16000 GAL �� / •-�•�-�__-__� I _� wt 2 � ..>::::::;::� :::::.:�>::.::>: ;:: > \ .9000 GAL P C ^ I L_ - - a SMH7S W / -.... �,..:........ ,+-r-+d:�•.".--'::: o _ -- �/ o �•' � h• �<fT:[tt:'.^;;:: t::[>c::'�t:[::>,>:::3�:�'t N • S- �/ � �-� �I �. \ �� 1---- �-- --" � ' _ ��1,'If W I , / a ti h nw. W::!f`d::i:.:6::'::>:_:::::..:>,�:�::;i�:>:�:i .� W6 • • S - --�- --�d•1_k W / / / .: [z2 s [ CLEANOUT I _ F, ..y Fill! ►e E ] �•,-- P �- - { 2 n ® 1 (TYR•) a .y . INV.1 r� 'br - J INv, S 17.5 O - -� �«;•+.-�,+,r....w-.:...-�,-:a..:..,� - ..�:. :.:.`i.::::... - r - - - - i I 5 - �,NO- AT ,x � M rt+v. t8.t � - � - - � U w i ` ::'Li.•w,.++::..w±-+++- +r....r:.. eN. 194 pOgCl.i PORCH w. ,9.0 t / F&G 21.0 ■ \ �W�'_ I / H� to 1D.2 i 5 :,0 5 i 9v.,ee 23.0 1 l / FFLR 24.\,B\\\ J j °"RIGAR UNIT j UNrr CAdT,9AlIGAR GA;L ►rv.`,9� o CF, / Y SIGN od ��y �O g BUILDING 11 A B BUILDING 10 A I I cN _ N ! # I g B ILDING L A I FFLR 24.5 DUPLEX 1 A lA y7 r I aAR G W 3 I °'0 DUPLEX sss sF I {� DU'LEX I\ ... p• I BSMNT \ \ FFLR 24.5 I I I B BUILDING g I 1 -:71111 Q I I I t :.:: z /- : , -s 346 SF 23.9 1 22!3' / \ FFLR 24.5 DUPLEX I I -b 4 3 - - J - y: - E `" ,- E '�- E vent a'G E-�G�-- G -k- G G r E E N ��E E a i I m � _ I , I I G ' S077J$0 W 1 0.03' GB. 225.97' � -' - - _E h � � I 40 MIL LINER EL 17-22.0 72 R FOUND 61.51' .57175' l Q II 1 o I 6 ^_ 1 06 SF PRESSURE DOSED I 0 k 129.65' TOWN OF YARMOUTH `^I I I INS ECT10N PORT: 2 REQ. SEPTIC LEACHING FIELD BUILDING AREA (TYP) 5093140'W a' l I \ FFLR 27.5 I I tih 4' MANIFOLD, 2' LATERALS GAS AND ELECTRIC SERVICE TO REAR F.F. AREA = 2,396 S.F. �� ?`- BASEMENT AREA 1,694 S.F. HE VILY LANDSCAPED I v v / fil tym N\ I 1 1/4' ORIFICES AT 5' O.C. OF BUILDINGS- WATER AND SEWER BERMS IN FRONT OF SITE 3%, I n I I IN FRONT OF BUILDINGS (EXCEPT BLDG 12 - 905 SF BSMNT) / - �- -22- _ \ , _ / Q I / ml L - u - -C\ I \ I m I JOHN EMIL HALUN£N Ill OF) JAMES HURLEY v C/O MRS. CHARLES ANDERSON I D8 2895 PG 172 3 I I > n I DB J26 PG J92 HARR/ET E. LAPLANTE I C/O PIERRE JOSEPH t m / E m DS 12808 PG 47 � I \\\ \ (co %tf w W N - --- II I „ , I , WA. x HI z/N I I Tom -Q EL:3 a 3 I _----------_ I [23.0] / Ja° I -GIwv. FOUND \ i Rzo 0 3 ► . I 1 110.0 I cm FFLR 26.5 t4 [24] F&C'S 23.0 I BEpaOF YRS INV. 8.9 \ f ,or or Axes \ \ ntv 2032 107.86' \ EDGE PAVE Baxter AVenue.11 / 33' WIDE 1927 r0WN'L.0_------------------ t - /� l 1 If / LOCUS MAP ASSESSORS MAP 37 PARCEL 78 & 15 (OLD MAP 30/27) LOCUS IS IN F.E.M.A. ZONE C REFERENCES PLAN REFERENCE: PB 149 PG 121, 196/41, 451/39 DB 7970 PG 237 OWNER OF RECORD MARMARIS CORPORATION 424 CHANDLER ST. WORCESTER, MA 01602 DB 7970 PG 237 ADDRESS: #115 Rt. 28, W.YARMOUTH, MA & #29 BAXTER AVENUE, W.YARMOUTH, MA ZONING SUMMARY ZONING DISTRICT: B2 REQUIRED: PROVIDED: MIN. LOT SIZE 20,000 S.F. 117,181 S.F. MIN. LOT FRONTAGE 125' 141.41' (RTE. 28) 107.86' (BAXTER A\ MIN. FRONT SETBACK 30' 31.6' MIN. SIDE SETBACK 25' 6,7' MIN. REAR SETBACK 20' 1 MAX. BUILDING COVERAGE 25% 30% ONLY NORTHWEST CORNER IN AQUIFER PROTECTION DISTRICT EXISTING USE: MOTEL PROPOSED USE: RESIDENTIAL COMMUNITY- A2 USE UTILITIES SITE PLAN FOR PROPOSED SITE PLAN O TE 9eNL,aum: rAc f.1141 WEST YARMOUTH, MA ------------------- PREPARED FOR SEPTIC CALCULATIONS: DESIGN FLOW: 24 UNITS (2 BEDROOMS/UNIT) (110 GPD/UNIT) = 5,280 GPD NOTE: EXISTING DESIGN FLOW = 56 BEDROOMS (110 GPD/BEDROOM) = 6,160 GPD ---14% REDUCTION TESTHOLES IN AREA OF SAS INDICATE M/C SAND- CLASS I SOILS- NGWE 5280 GPD (1/,74) = 7,135 SF LEACHING AREA REQUIRED. USE 7206 sf PRESSURE DOSED LEACHING FIELD - 7,206 SF > 7,135 SF O.K. 7206 sf (.74 gpd/sf) = 5332 GPD CAPACITY > 5280 O.K. TANKS: DUAL COMPARTMENT REQUIRED- 200% + 100% USE 16000 GAL TUNNEL MOLD TANK- PRIMARY 10,600 GAL AND 5326 GAL SECONDARY (> 10.560 & 5280 O.K.) USE 9000 GAL. P/C WITH 2.0 HP DUPLEX: PUMPS FOR PRESSURE DOSING SAS. CE )p03-244 ARDAN BUILDING SERVICES/WINDRIFT MOTEL SCALE: 1' = 30' DATE: APRIL 15, 2005 30 0 30 60 90 Feet PERMIT SET: NOT FOR CONSTRUCTION off 508-362-4541 fax 508-362-9880 ISN ue MAS o o2�-ARNEH.,cy� o�ARNE�c�� C�OWn cape engineering inc OJALA � . � CIVIL OJALA m D. 30792 26 CIVIL ENGINEER �GONTe LAND SURVEYORS. ARNE H, OJALA P.L.S., P.E. 939 main st. yarmouthport, ma 0267.1