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HomeMy WebLinkAbout83-1777 - Plan of Land00248.9 X PLANT PALETTE < > ARCTOSTAPHYLOS URA-URSI dK 34 BEARBERRY 2' O.C. 3" POT MYRICA PENSYLVANIA O 46 BAYBERRY 7' O.C. 1 GALLON BUCKET / / ( /' gA AMELANCHIER CANADENSIS LAMACRKII { ° } 5 SHADBUSH 25. O.C. 1 GALLON BUCKET / // t/ :_:� / / ♦O JUNIPER HORIZONTALIS 9 SPREADING JUNIPER 3' O.C. 1 GALLON BUCKET / Q/ j` PRUNUS MARITIMA ® 13 BEACH PLUM 5' O.C. 1 GALLON BUCKET 4" DIA. GRAVITY FROM DWELLING TO PUMP CHAMBER : I // t)c 5 RHODODENDRON CHIONIDES 2 GALLON BUCKET PROPOSED 1,500 GALLON H-20 SEPTIC TANK #3 ® 5 RHODODENDRON CUNNINGHAN BLUSH 2 GALLON BUCKET N/F ' ' / Z. WILDFLOWER UPLAND SEED EDWIN J. BENNETT MIX TO BE PLANTED ON ALL GRADED BANKS TO ASSESSORS MAP 112 (2) H-20 RIMS STABILIZE AS WELL AS TO GRADE PROPOSED SHRUBS. PARCEL 32 84. JUTE MAT TO BE USED TO STABILIZE 3" DIA. FORCE MAIN Xot S PLANTINGS ON STEEP SLOPES. NEW ENGLAND GEOTEXTILE CO. INC. COIR MATT (COCOMAT 4 - H2M6 TO USE ON STEEP 39.6 X 0 ) GAS SLOPES PRIOR PLANTING AND SEEDING. �P ' r � WOODEN \�-. .,•.;:�� / O / / FORCE MAIN TO RUN �' / METER PATIO BELOW DRAIN PIPE l DRAIN MANHOLE #2 RIM=41.0 / �,G� X INV(IN)=36.30 39.5 X INV(OUT)=36.20 ./ OGS 40.4 // / ice/ / N/F EXISTING SYLVIA H. CAHOON NV=38.25 \ . 10" SCH 80 PVC ' EXISTING /'�// //' 2 0 5% h� /\\ DECK DWELLING/OFFICE / // // ASSESSORS MAP 112 TOP OF \DRAIN MANHOLE 1 '�\ / RIM=41.0 # `\ FOJNDATION=41.2' Q �' PARCEL 45 INV(IN)=36.80 INV(OUT)=36.70 EXISTING / 10" CLAY ANT\ i'giI \ INV=36.88 39. X \ ® 40.1 * QP -1111 - PROPOSED 5.5' WIDE ( EXJ,S'FING CONCRETE HEADWALL 10" INLET INV= 36.90/k0" TOP WALL=38.90 BOT WALL=34.90 _� ?� E S DE ROUND 4 40.7 X • � * �* /' � ~ �-�. " • .a � � / � �j! . _ - ------ -� / `\ PORTION OF EXISTING 10" 0� LIMIT OF GRAVEL �p0 / _ \ / I CLAY PIPE TO REMAIN p\ \ \ I DRAIN MANHOLE #3 0 RIM=41.0 / PROPOSED 5 OVERDIG SEE . ' / 1 / INV(IN)-35.67 NOTES 5 & 6 �� �%��y/ \� 1 p0� INV10" CLAY(OUT)=35.57 43.6 X - _ � � �/ , � \ �\ �� � f ` h 41.5 O _ i Q a �o TREE TO REMAIN, PROVIDE S \ TREE WELL 0' / PROPOSED VENT PROPOSED 40 MIL POLYLINER 46.6 X CB/DH , /• \ \ ti Ii ��� T I FND � � ,�� `SO. �\ \\ OHO ` /. -•�/ f 47.0 or �� / � ° ; LEGEND TP#2 . Qy / / X48.1 EDGE OF GRAVEL S°I /� • : / POLYLINER / sPROPOSED 3,900 S.F. LEACHING 46 EXISTING CONTOUR �\ S° � w\ / // '�' - - PROPOSED CONTOUR 48.8 X HAYBALE W/ SILT FENCE \ \. - / � � \ // FM FORCE MAIN x 49.2 EXISTING SPOT ^�"')E i CB/DH FND CONCRETE BOI ../DRILLHOLE FOUND SIr \ �O PROPOSED DRAIN MANHOLE 49.2 X PROPOSED VENT �� PROPOSED INSPECTION PORT (TYP. EACH LATERAL) 49.5 X X 49.3 SITE DETAIL PLAN SCALE: 1" = 10' OP VSs+o 3,�ytH o MARK D. yG DIGS m� CIVIL No. X5937 A ,poc BQ,s�p,Eo �SSrONALG MARK DIBB DATE PROFESSIONAL ENGINEER PLAN OF LAND TO ACCOMPANY A N.O.I. FILING #43 MAIN STREET, ROUTE 6A "ABICCI'S" RESTAURANT IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) SEPTIC REPAIR FEBRUARY 14, 2007 SIONS- NO. DATE DESC. 1 3-8-07 ADD PLANTINGS 2 5-4-07 ADD WALL PREPARED FOR: MARIETTA B. HICKEY 43 MAIN STREET, ROUTE 6A YARMOUTHPORT MA 02675 OVI BSC GROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2005 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 rcer FILE: 48630-SEP.DWG DWG. NO: 5495-06 SHEET 2 OF 2 JOB. NO: 4-8630.00