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HomeMy WebLinkAbout83-1628 - Site Plan- - ELEV. 30.5' TOP COASTAL BANK ELEV. 29 FAILING LANDSCAPE TIE WALL -- ELEV. 26 G71,q n a. ELEV 4 n r t I I FOLLINS / \ POND LOCUS ------------- DRIFTWOOD i W DRIFTWOOD LANE LOCATION MAP NTS �S \ LANDSCAPE PLAN* 9s \\ 'FOR PLANT DETAILS, REFER TO DETAILED LANDSCAPE PLAN CREATED BY PHIL CHENEY 1.60 X0.90 N LOT 17 01-281 6• TYP -TS 6'x6' PRESSURE TREATED IE TIMBERS (TYP) FACE VIEW OF TIE WALL (NTS) +-1.90 0.90 +-2.30 +-0.80 +-1.70 +-1.90 SALT MARSH 40 -l.00 so +3.m- EXISTING BULKHEAD �8�\\ 0.67 +8..118 + 3.50 FAILING LANDSCAPE TIE Q + 0 - 12� `� \\ \ \ \ \\L. WALL C9 - \�`.Z +-0.10 - 16� \\ \ \\ \ \ \ \\\. REPLACE WITH NEW 0.60 � \\'X,3.80 PRESSURE -TREATED TIE WALL 90 X18, WITHIN SAME FOOTPRINT (SEE .\- +3.26 \ DETAIL) p� 15.28' 3.80 60 % \\ 28-\\\\���\\ \�\\\fit. .9 3.89 'd ;do 3.70 .20 \ 'P3Ti0 +3.17 0 . �02Q _ \\\ \ \\\ \\ \ \ \\\\,9 \ +e.211-. +362],-3.50 M 36.20 29.Su COASTAL\�� \ / ' 30.70 Q Oq \\\\ \ \\\\ \� \ \y 260 Q ',` +3.51 +34.20 EXISTING +30.50 �\ \ \\\ \ \ \\ \ \\ \\\�. 0 i(� +3.90 30.70 HOUSE \\\\\\\\\\ \ \\\\\\0 \\ \\\\ \\ \\\\\\ \ \\\ G{ �3.so EXISTING SHED 0.60 \ \\\ S ? 30.70 A9 SITE rL-AN 2'17 SHOWING PROPOSED LANDSCAPE IMPROVEMENTS -36.20 +31.40+3 \ \\\\\\\� \\\\\\\\\ +36.30 of 40 DRIFTWOOD LANE - +34.[7(133.40 l°p .�0.\\ +31.50 IN THE TOWN OR UNDER �\�\\\\\\\ (SOUTH) YARMOUTH +36.90 +33.20\�\\ \ \\\ \ CONSTRUCTION +29.sU \\ \ \\\ \ +19. 3 PREPARED FOR: A. KATSAROS +29.50 \a�\ +29.70 \\y-26.44 O �k26.90ry 20 0 20 40 60 +38.60 +33.30 1 +35.10 +38.30 i-31.60 }26.44 +36.90 +37.ao SCALE: 1" = 20' DATE: FEBRUARY 12, 2005 +38.80 +28.20 2Q 00• O , �# +38.30 Cc fAgSr " 3 g +31.60 +28.00 0? ARNEH. To J OJALA ARNR CNIL +27.30 +29.00 +21<27 00 f. ' . T b�' Tj [�-�✓ +29.30 ARNE if. �iLA, P.E., P.L. 4rav ATE +27.80 EXISTING CONDITIONS PLAN �s r +28.20 - off 508-362-4541 fax 508 362-9880 .- +27.90 dorm cape engineering, inc. CIVIL ENGINEERS +28.60 LAND SURVEYORS 939 main St. yarmouth, ma 02675 SECTION A - A PROFILE ASSESSORS MAP 127 PARCEL 60 1"=10'H&V DATUM: NGVD ED S� 10E m%�WN REPLACE DETERIORATING LANDSCAPE TIE WALL WITH NEW REF: EXISTING ORDER OF CONDITIONS, THIS AREA PRESSURE -TREATED TIE WALL SE83-1628 WTHIN SAME FOOTPRINT (SEE DETAIL) 15.28. PROP. - BLUESTONE". LANDING PROP IRREG. _AO)O \ PROP. BLUESTONE STEPS STEPSTO<OQ \\ AND LANDINGS �. Q ho 29.5 A 26.1 COAST ST L 9�0 -'--'--.--'--'--' 8 ' DO EXIST. WALL TO REMAIN 292 B REPLACE EXISTING \ 0 94 STONE WALLS OLAµ 26.7 29.6 W/MORTARED FIELDSTONE UP TO ' \ ` SPIKES (ONE AT 6" FROM EACH END) \ O 3'IN REVISED \� LAYOUT EXISTING p HOUSEVERTICAL 1 � " 66 x 8' 0 \\ \ REPLACE BBQ � i' �_\aa LANDSCAPE TIE. CENTER Q O EXIST. TO CENTER O \ \ DECK - I 1 (RETAIN) COUNTERSUNK 2" WASHER �j <_3 3/4" GALV. TIE BACK ROD J GT. 8' °0 COUNTERSUNK 2" WASHER PROP IRREG. _ STEPSTONES 6' x 6" PT - UNDER B9 ��\� LANDSCAPE "11A' GRApE CONSTRUCTION 6"x 6" PT TYP LAWN \ DEADMAN ( ) 4' MIN. \ \ PROP SUMMERSWEET AND BAYBERRY \ \ O O � L PROP. PERVIOUS PAVER LAWN DRIVEWAY \ \\ PROFILE OF LANDSCAPE TIE WALL \ (NTS) �S \ LANDSCAPE PLAN* 9s \\ 'FOR PLANT DETAILS, REFER TO DETAILED LANDSCAPE PLAN CREATED BY PHIL CHENEY 1.60 X0.90 N LOT 17 01-281 6• TYP -TS 6'x6' PRESSURE TREATED IE TIMBERS (TYP) FACE VIEW OF TIE WALL (NTS) +-1.90 0.90 +-2.30 +-0.80 +-1.70 +-1.90 SALT MARSH 40 -l.00 so +3.m- EXISTING BULKHEAD �8�\\ 0.67 +8..118 + 3.50 FAILING LANDSCAPE TIE Q + 0 - 12� `� \\ \ \ \ \\L. WALL C9 - \�`.Z +-0.10 - 16� \\ \ \\ \ \ \ \\\. REPLACE WITH NEW 0.60 � \\'X,3.80 PRESSURE -TREATED TIE WALL 90 X18, WITHIN SAME FOOTPRINT (SEE .\- +3.26 \ DETAIL) p� 15.28' 3.80 60 % \\ 28-\\\\���\\ \�\\\fit. .9 3.89 'd ;do 3.70 .20 \ 'P3Ti0 +3.17 0 . �02Q _ \\\ \ \\\ \\ \ \ \\\\,9 \ +e.211-. +362],-3.50 M 36.20 29.Su COASTAL\�� \ / ' 30.70 Q Oq \\\\ \ \\\\ \� \ \y 260 Q ',` +3.51 +34.20 EXISTING +30.50 �\ \ \\\ \ \ \\ \ \\ \\\�. 0 i(� +3.90 30.70 HOUSE \\\\\\\\\\ \ \\\\\\0 \\ \\\\ \\ \\\\\\ \ \\\ G{ �3.so EXISTING SHED 0.60 \ \\\ S ? 30.70 A9 SITE rL-AN 2'17 SHOWING PROPOSED LANDSCAPE IMPROVEMENTS -36.20 +31.40+3 \ \\\\\\\� \\\\\\\\\ +36.30 of 40 DRIFTWOOD LANE - +34.[7(133.40 l°p .�0.\\ +31.50 IN THE TOWN OR UNDER �\�\\\\\\\ (SOUTH) YARMOUTH +36.90 +33.20\�\\ \ \\\ \ CONSTRUCTION +29.sU \\ \ \\\ \ +19. 3 PREPARED FOR: A. KATSAROS +29.50 \a�\ +29.70 \\y-26.44 O �k26.90ry 20 0 20 40 60 +38.60 +33.30 1 +35.10 +38.30 i-31.60 }26.44 +36.90 +37.ao SCALE: 1" = 20' DATE: FEBRUARY 12, 2005 +38.80 +28.20 2Q 00• O , �# +38.30 Cc fAgSr " 3 g +31.60 +28.00 0? ARNEH. To J OJALA ARNR CNIL +27.30 +29.00 +21<27 00 f. ' . T b�' Tj [�-�✓ +29.30 ARNE if. �iLA, P.E., P.L. 4rav ATE +27.80 EXISTING CONDITIONS PLAN �s r +28.20 - off 508-362-4541 fax 508 362-9880 .- +27.90 dorm cape engineering, inc. CIVIL ENGINEERS +28.60 LAND SURVEYORS 939 main St. yarmouth, ma 02675