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Home My WebLink About29.97.4 - Boardwalk and Kayak Rack PlanW X m D m C_ m 0 ELEV. 8.0'ELEV. 7.6' ELEV. 7.6' ELEV. -7.6' M PROP. 4' WIDE N w BOARDWALK w 3 156' EL. 5.7' BASE JOIST 00 s 4' MIN- 4' IN. j t= -- - _ ->t, MHW EL. 3.1' MLW EL. 0.0' lb - •) PROFILE "A -q,> ,. \ PROP. 8" PILING- re r / i 7 r ✓.c'. ;.:.i.',G .7/.ZY ;7/<-, Iy�p SEAWARD EDGE r„O �/��(TYP.) ��,,,� %�YO r E 1 1 - 10" r 1., OF MARSH EXISTING DWELLING DECK O 178 BRICK m m oo, 0 O DETAIL IN THIS AREA Z� '0 NOT SHOWN D m L m LOT 4 � 47,157 SF± r off508-362-4541 tax 508-362-9880 downcope.com dOW17 cdee engineefing, h1C. civil engineers land surveyors 939 Moin Street ( Rte 6A) YARMOUTHPORT MA 02675 08-104 209.32' %x 11.47 -11.44 x 11.45 x 11.52 -11.75 -11.66 i i I ;J i SALT MARSH <1 >I J� W 'x 6.49NIyg9 ..___ DITCH_- 3E x6.9 I x 2.e3 7 42 N -G BE R OVA1S� FI -xx z 50 x6.2.78 I x3. x3 .1 10 .2 2.60 720P, BOAx - TY Ogr mo x x �� 1�p,pppM 8 .6. 3f97 LATEERAI x 2.67 (TYP.) ACCESS 1 STEPS SALT MARSH 1 3 AE i l l Scale:1 "= 20' 0 10 20 30 40 50 FEET 188'± ! I N OF l,!gSSAc �o DANIEL yN� o A. OJALA No. 40980 9 gyp• DATE DANIEL A. OJALA, P.L.S. / 1.40 I - w "--- , LANDSCAPED ".J1`3 Ix-U.3J- AREA x -0.44 0.07 x -1.54 q 78 -1.05 jc-0.18 X)178 x2.69 11.21 x 10.2 � p x -0.5 x -1.70 2.63 4. z X IOf 1 0.47 rx-P,'3.34 x'40.94 10.90 7 OST x 2.04 x x X8-- 4x -� 0.05/ O.St -0.35� -0.62- 88 - dna 09 9 rr x 9i 9 TANS i i I ;J i SALT MARSH <1 >I J� W 'x 6.49NIyg9 ..___ DITCH_- 3E x6.9 I x 2.e3 7 42 N -G BE R OVA1S� FI -xx z 50 x6.2.78 I x3. x3 .1 10 .2 2.60 720P, BOAx - TY Ogr mo x x �� 1�p,pppM 8 .6. 3f97 LATEERAI x 2.67 (TYP.) ACCESS 1 STEPS SALT MARSH 1 3 AE i l l Scale:1 "= 20' 0 10 20 30 40 50 FEET 188'± ! I N OF l,!gSSAc �o DANIEL yN� o A. OJALA No. 40980 9 gyp• DATE DANIEL A. OJALA, P.L.S. / 1.40 I - I I .. 2.62 1.89 "--- _- Ix-U.3J- I -t<5 x -0.44 0.07 x -1.54 q 78 -1.05 jc-0.18 X)178 x2.69 x 2.63 � p x -0.5 x -1.70 2.63 0.47 rx-P,'3.34 x'40.94 x x ` I x -1.31x _1.4'%-1.48 x 2.04 x x 3.3) --1.45 O.St -0.35� -0.62- 88 I 14' o -0.05 ?� x -1.38 2.61 c x -0.73 \x x -1.45 PROP. 8" PILESx -0.13 (TYP) 1 4.0.93' T --1.05 \�&98 \ x -0.61 PROP. KAYAK 2.16 \ RACKS BOTH 11 SIDES) I1''m x x- 1.54 0.7� 1 A x-0. 7x-1.79 .42 /x 0.90 ✓2.30 x 1.04 x -0.32 x -1.16 Lt1Vuo MtAr SCALE 1"=2000'± ASSESSORS MAP 29 PARCEL 97.4 LOCUS IS WITHIN FEMA FLOOD. ZONE A EL. 12 AS SHOWN ON COMMUNITY PAP #250015 0005 D REV. JULY 2, 1992 MLW DATUM x -0.92 --0.84 O O A� Mr to x -0.15'80.67 x -0.75 xx O.a98 ✓✓✓ 0 A ELEVATION SE TION PIER CONSTRUCTION DETAIL NTS NOTES 1. ALL FASTENERS AND HARDWARE TO BE GALVE 2. TIMBER AND PILINGS TO BE TREATED, NON -LE 3. IMBED POSTS AND PILES 10' TO 12' MIN AND TO REFUSAL. 4. PLAN IS FOR PERMITTING PURPOSES ONLY. GTJ'M'iv OF YAWICL$ 'H PF P!0 FOR BUILDING AND ZONN0 CODE COMPLI- p.: '-. ERRORS OR OMMISSIONS 00 NOT RELIEVE THE r ANT FROM THE RESPONSIBILITY OF *AS BUILT' BUILDING ICTAL FILE U PLAN ACCOMPANYING THE PETIT RUTH TRAUGOTT TO CONSTRUCT AND MAINTAIN A WOC BOARDWALK AND KAYAK RACK IN AND OVER THE WATERS OF MILL CREEK WEST YARMOUTH, MA MAY 3 REV. 7/8/20,102010 0(C.BANK) SCALES AS NOTED VENT THROUGH STACK CRAWLSPACE FL. ELEV. 8.0'1 AT EL. 13.25' 6.0' H-20 SEE DETAIL �� ELEV. NO GARBAGE GRINDER ALLOWED `\ ELEV. �_6" CRUSHED STONE OR MECHANICAL NEW 2 INLET D'BOX. MATCH EXIST. PROVIDE CLEANOUT MIN 4' COMPACTION. (15.221 [2]) D'BOX ELEVATIONS TO MAINTAIN ( SLOPE) DEPTH OF FLOW = FACILITY FLOW TO EXISTING LEACH �J \ TEE SIZES: INLET DEPTH = 10" ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE OUTLET DEPTH = 14" BUILDING. ALARM TO Bli ON SEPARATE CIRCUIT FROM PUMP INV. IN 6TTHISSIDE GARAGE PROPOSED FOUNDATION- 11' SEPTIC TANKS 55' 2 INLET ALARM ON PC COMBINATION D' BOX "FLOAT SWI TCH PUMP ON SETTINGS: 3"WORKING RANGE5"BENCHMARK: USE CENTER PUMP OFF 12" NOTE: FINAL GRADING ON AT CATCH BASIN AT EL. 10.4' r._. LEAST TWO SIDES OF ANNEX MUST BE LOWER THAN THE CRAWLSPACE o 000 000 C.I. ACCESS COVERS SYSTEM PROFILE (FOR NEW BEDROOM ANNEX ONLY) TO FINISH GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO MINIMUM .75' OF COVER OVER PRECAST /_ WITHIN 6" OF FIN. GRADE 10.0' FILE COPY ASSESSORS MAP 29 PARCEL 97.4 LOCUS IS WITHIN FEMA FLOOD ZONE Al2 EL 12 AS SHOWN ON COMMUNITY PANEL #250015 0005 D REV. JULY 2, 1992 SEPTIC DESIGN: RUN PIPE LEVEL FOR FIRST 2' 1 BEDROOM PROPOSED, USE 1000 GAL. PROPOSED 1000 TANK/PC COMBINATION. GALLON SEPTIC /// TO EXISTING LEACHING TRENCH EXIST. 3 BEDROOM DWELLING, RE -USE 5.75' MATCH E ATCH EXIST. 4 BEDROOM SAS EXIST. XIST. PUMP CHAMBER COMB. INLET OUTLET 08-107 Ol 3 ^I +1z97 7. satS P 11.05 NE9COBRIKc.'Sl D 1.7-F1;.77 CD S I TRENCH D--- 9 72%ownuvm 6. II I� yy MIN. FRONT SETBACK I' _884 84 v. 2 INLET D'BOX IN 10 �.'•. .23/ FF - 13.25' (125% OK) �r' STONE .68 ..� PARKING .75 r �- ;u :0. --: �":-t-1 15.5 i I i I jmT 1 /4.08 3. 6 p ROP DECK 7I I: x t0 IIS 188'1 TO MILL CEEK D 14_4CEDGE L 12. ' I a 1 h-� f, -I EXIST. C 0 a l 11500 Tr1 LnrN I GAL. ST Z I C Lis, jrlLIJ Q 1 1 1 I 1 'I mI c� m 4. 1 q 34.6'- -01 DI KI m LOT 4 Z I 47,157 SF± I NOTE: 257 GAL RESERVE PROVIDED IN PC SLOPE TO DRAIN BACK TO PC WEEP HOLE CHECK VALVE MYERS SRM 4 SUBMERSIBLE 4/10 HP PUMP SYSTEM (OR EQUAL) FLOOR ELEVATION (TO MEET FEMA - GAS BAFFLE & REGULATIONS). FLOOD VENTS TUF-TITE EF -4 6• BAFFLE i' MUST BE SIZED AS PER EFFLUENT FILTER ., REGULATIONS AND MUST BE WITHIN (OR EQUAL) +7.7� ;, +8.72 1' of FINISH GRADE. 1000 GAL. H-20 SEPTIC TANK/PUMP CHAMBER COMBINATION EXISTING (NOT TO SCALE) � GARAGE �� BUOYANCY: _ +8. 6 SLAB=8.0' 1000 GAL. H-20 TANK: 14,500 LBS (TO BE REMOVED -7.7g> qg;:,: +6.31 D DRtp 226.59' �_� ____- 1.55 x 62.4 x 9 x 5.25 E COtER = 4526 LBS UP (OK) -+U.4 9 72%ownuvm 6. II I� yy MIN. FRONT SETBACK I' _884 84 v. 2 INLET D'BOX IN 10 �.'•. .23/ FF - 13.25' (125% OK) �r' STONE .68 ..� PARKING .75 6F�ff . D'BOX ;u :0. --: �":-t-1 15.5 i I 39,60.:.`-"�9AVP I /4.08 53 p ROP DECK 7I I: x t0 iLPR 188'1 TO MILL CEEK 14_4CEDGE L 12. HOLLY g z �.9 - 736�I-11 25 }��117 '10.5 X04 14.32 12.98 i1 91 0.93 / TOWN OF YARMOUTH VARIANCE / REO'D: TOP OF FOUNDATION TO BE 25' BELOW THE HIGH PT. IN HIGH PT. THE ROAD (4.5' VARIANCE 3.45 N EDWELIING 6R + 2.1 � 1+ Y �_ } DECK +�.43 14.56 13.64 / <a I00 REO D) I off 508-362-4541 fax 508-362-9880 downccpe.com down cope engineering, Inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 m AREA +10.94-1 NOT OWN_._ 13.79 FG �11 � Ivy _ 9 I +1 209.32' -'I 0.14 + 6g :07 � +8 75 ED 1(.55 /9.87 + 10.91 +9. "n 4-7. ,0.89 0&07 DATE DANIEL A. OJALA, P.L.S. `w 3.14 f1 _ I I O� I� 6. II I� yy MIN. FRONT SETBACK 30' MIN. SIDE SETBACK -4.15 (YP4 .23/ LOT COVERAGE: 7.1% (125% OK) OWNER OF RECORD RUTH TRAUGOTT 15.5 i I I /4.08 h j 7I I: }4.36 n 188'1 TO MILL CEEK LEGEND N,0,,n!'h Department 4-7 ROVED - �a�?= M PROPOSED SPOT ELEVATION +4.97 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR - 100 EXISTING CONTOUR LOCUS MAP SCALE 1"=2000'± ZONING SUMMARY ZONING DISTRICT: R 25 DISTRICT MIN. LOT SIZE 25,000 S.F. MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' MIN. REAR SETBACK 20' LOT COVERAGE: 7.1% (125% OK) OWNER OF RECORD RUTH TRAUGOTT 178 BAXTER AVENUE WEST YARMOUTH REFERENCES DEED BOOK 18990 PAGE 345 PLAN BOOK 512 PAGE 76 (LOT 4) NOTES 1. DATUM: NGVD 2. FOUNDATION (DESIGN BY OTHERS) TO BE IN ACCORDANCE WITH FEMA FLOOD REGULATIONS 3. ALL FINAL GRADING TO BE IN ACCORDANCE WITH FEMA FLOOD REGULATIONS 4. EXISTING SEPTIC SYSTEM SHOWN PER AS -BUILT ON FILE AT THE HEALTH DEPT. SYSTEM IS DESIGNED BASED ON 4 BEDROOMS AS PER PLAN BY HEA CONSULTING ENGINEERS, DATED JUNE 6, 1997. 5. EXISTING DWELLING IS 3 BEDROOMS; PROPOSED ANNEX TO BE 1 BEDROOM. 6. WATERLINE PROPOSED FROM EXISTING DWELLING. MUST BE GREATER THAN 10' FROM SEPTIC COMPONENTS. 7. PROVIDE DRYWELLS FOR ROOF RUN-OFF. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE 1-888-344-7233) AND VERIFYING THE LO AT10N OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. SITE PLAN OF 178 BAXTER AVENUE WEST YARMOUTH PREPARED FOR RUTH TRAUGOTT SEPTEMBER 3, 2008 REV NOV. 6, 2008 (EFFLUENT FILTER) Scale:1 "= 20' L�C�Cr-G1�,"G�D 2008 HEALT DEPT. 0 10 20 30 40 50 FEET FILE a0"PY