Loading...
HomeMy WebLinkAbout2013 Dec 27 - Sign Off Transmittal Sheet, Plans - Demo,RebuildBruc•s Devlin Demo 7742380773 CEG 3 2013 HEALTH DEPT. b4 PROVIDE AS NECESSARY, ACCESS COVERS TO WITHIN 6" OF FIN. GRADE \ PROP TOP FOUND. EL. 13.5' MIN. MINIMUM 79.5,10F 0 COVER OVER PRECAST * 10.83' PRECAST H-10 RISERS (TYP.) 2'0 1 1.26' EXISTING 1500 GAL. 10" SEPTIC TANK 14" * 1 0.1 1 ' TEE (RETAIN) TEE 9.8±*) GAS BAFFLE ; _i J00 O. O O O` O •O' 0 0 0 0 0 0"O O. O O O 0 0 8LL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0,0? 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0000000000'0.,0^00000 O0nrO nOn0�0,.,0000000. i x 12.17 *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL Route ' o 0 0 Qco/ e �e ones �o Q�cAO<o �Q, Q 0 Lewis o Bay �'odio BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM �® f LOCUS MAP �0 SCALE 1"=2000'± v' �� f x 1 i ��• OBS. G -W AT EL. 3.2' ASSESSORS MAP 23 PARCEL 316 12.47. 12. x 11.09 PER BENNETT & . O'REILLY PLAN LOCUS IS CURRENTLY WITHIN FEMA FLOOD 0 /12.37 ZONE B AND A9 ELEV. 10 AS SHOWN ON COMMUNITY PANEL #250015 0005D DATED G 7 REV. 7/2/92 sc�2.55 `3�s 56 x 10.32 ZONING SUMMARY 74 ti x 1 �11'�'�F 19 ZONING DISTRICT: R-25 DISTRICT x93 x 9.39 MIN. LOT SIZE 25,000 S.F. O/N TILS. 3 MIN. LOT FRONTAGE 150 / `� '\ 11.58 10.55 MIN. FRONT SETBACK 30' f x 9.85 MIN. SIDE SETBACK 15' MIN. REAR SETBACK 20' / x1 4/ x10. 10 1 / x 12.52 / \ 1 1 .1 2 / PROP. BLDG. COVERAGE 11.5% .71 1 1 .1 7 / 11.20 IC10.28� � / \ x 10.66 ,' OWNER OF RECORD LOT 12 \ 1 / 9.82 22,493 Sq. Ft. \ 1 .35 \ �\ 1 �o / MARTIN COULTER KATARZYNA COULTER, TRS \9 x 10.66 8828 COPENHAVER DRIVE �" / POTOMAC, MD 20854 x 12.76/ x 12.86 �.� � / 1 1 .47 II N o 1.10 x9.41 REFERENCES i00 1.2o y� ` DEED BOOK 20286 PAGE 152 11.67 PLAN BOOK 60 PAGE 117 10 TITLE 5 SEPTIC DESIGN PLAN BY BENNETT & O'REILLY, x 12.73 slo 1\ INC., DATED DEC. 1999 (BoH SIGN -OFF) F N >01 6 x 127 X11 SEPTIC AS -BUILT PLAN ON FILE WITH HEALTH DEPT. x 2.03 �\ o (LOCATION OF LEACH FIELD NOT CONFIRMED IN FIELD) x 12.85 >\ \ x 9.48 NQ, DATUM: NGVD 29 \\ �� c\, � 10.84 ��. EXIST. 4 BEDROOM -SIZED SEPTIC 6° 02SYSTEM INSTALLED 1/2000 Q' 40 x 15 FIELD NTH 15 1500 GAL. ST x 10.88 01� (RETAIN) x 12.96 x 07 727 ��p ��. SITE PLAN 12 10.82 10.54 OF 10.77 x 9.38 x 11.42 1 x 10.47 28 CROWELL ROAD WEST YARMOUTH PREPARED FOR off 508-362-4541 `� fax 508-362-9880 o BENCH MARK -TOP OF CONC. I downcape.com © ,� x 10.1\ � x 9.14 BOUND. ELEVATION = 9.9' ec" LEWIS BAY BUILDERS down cape engineeringint. � ` �¢dJa�V�OF�gsNOFMgS�e civil engineers -�� ' ®ANIEL G DECEMBER 17, 2013 9 �. � C7Jr1.LA , � Z A. land surveyors o CIVIL NC)JAA U 410) No. 4650.E u » x 9.19 ,� �. 939 Main Street Rte 6A' po�c�°d` °� ss,o� Scale: l = 20 YARMOUTHPORT MA 02675 `.IS ,,. DATE DANIEL A. OJALA, P.L.S. 0 10 20 30 40 50 FEET