Loading...
HomeMy WebLinkAbout83-1749 - Existing Conditions Plan1® CO�LUO Lwvs Z ' MID -1 ON NER14 F LOCATION MAP EXISTING APARTMENTS PROPOSED ADDITIONS EXISTING OUTBUILDINGS (8) EXISTING DRIVEWAYS TOTAL COVERAGE 10,327.5 S.F. 6.25 % 1,329.0 S.F. 0.80 % 5,895.7 S.F. 3.57 % 27,481.6 S.F. 16.62 % 45,033.8 S.F 27.24 % "LILY POND GARDEN APARTMENTS" 1 1 1 1 01.5 01.5 / 103.1 1.4 - - 102 i 101.$ / / • 101.6 VE o� / \ N R I 30 AREA = ASSESSORS MAP 90 PARCEL 21 D /�'� 5� \\ 165 350 S.F f 8 REV. REV. REV. Rev. APR. 12, 2006 REV. MAR. 29 2006 LEGEND: i EXISTING SPOT ELEVATION 00„0 \ i t i FINAL CONTOUR 00 SOIL TEST LOCATION UTILITY POLE -0- TOWN WATER @WSW - CATCH BASIN (®\ 1.4 - - 102 i 101.$ / / • 101.6 VE o� / \ N R I 30 AREA = ASSESSORS MAP 90 PARCEL 21 D /�'� 5� \\ 165 350 S.F f 8 REV. REV. REV. Rev. APR. 12, 2006 REV. MAR. 29 2006 Wo Y, \ N 3.80 AC. f 103.7 R p VA T°� , 102.0 102.3 j I\ I � r i j/ •LOG3 _ 1 // \ \ WIDEF101.6 / \ j �/ �� 97.2 �O% / 100.2 98.6 \ 97.1 \ v \\ 102.3' 100.1 / NI) 46.6' v l •97.6 / ' 101.9 101 102.0 01.v1.6 / 100.2 \ 3/ 102.9 � \1 103.0 9f 02.1 101.9 N. \\ 99 .101.7 \ ' ! �- ----- \\ 99.4 98.7 99.0 I //ti100.2 100.9 -\ I 103.0 99.7 i ' ) 1 / - • 100.4 \ � \ 103 101.8 102.2 � I I l • 100.8 /' 119.7 / 1 j 99.7 i / \'at\8 I \\ • 100.6 99.3 fl f ' 101.1 \ \ \ _ Z T, 101.6 I 0.1 99.2 dl�! \ \ • 02.1 1 99 } 96 - _ - - _ / P�p1 99.4 / i 100.8 � � \ 102.1 %5.7 h` 99.2 99.5 / �` ! 101.2 0102 102.1 1 \ I 9.4 f 99.7 0.6 99.7 , r \ � � 99.9 9g9.3 � � 99.9 __1103.6 � � 99.6 j � /� �� � - 1 � \\ / / / -. I�1 99.299. 1 99.2 9 99.3 / /4011� / \\ \ \ \ II 02.0 103.5 �s.o ` • 99.6 / // J 100.8 01.4 / // 101.8 1OJ.s � 1 ° 1 102.0 II 1 1 988--- 5 \� 4.5 / / 102.0 J 1 98.3 1` �.�� / / >f� \ 102.1 II 1 49.2 Q5 98.9 \ 99.2 +-99.3_ �9. 99.5 L/K_ 101.4 1_ 1 \-� / / \ \ 98.6 • 98.9 99.0 / DRIVEWAY '� \ 7 � 102.0 II 11 \\ // 11 (98%T- / 97.3 \\ .�8.4 • 99.4 C 100.0 %j / �2.8 1Q2.4 �I94.d1 ���� 9�2 97.7 1 / \-98.2 98.1 98.9 I0.7 101.6 / ` _ __- ------ - 97.4 . 9. 9 9 �� - 99.� 100 �I 1 \ i !� 100.2 N N xi; II\ 1 QQ 96.6 97 96.7 ) 98.9 99.2 140.0 j rn 7 00. 100.8 - " ' / / / 5.2 DRYWELL 5.2\ \ \ \ I1\ • 97.2 96 /g.5 x .1 96.4 \ 1 69E•3 97.3 \ // 99.3 1 9 APARTMENT BUILD/NC II \\ \ - - \ .96)----) _d • 99.3, (TYPICAL) - �-- - - - / / 1 102.0 _ - 103.72 \ \ ,- - - - - - -' / .�9 .3 5 - - - - 1{ EXIS77NG 20655 S.F. � - 94 7 _ \ �9_ A00177ON 2658 SF. f ' - 5.2 � \ II95.6 _ ---- '- 95.2 -_---L_--_ `( \ 95.3 \ p,, /' 95.4 \ III\\ \ 9 - \ �' __---__--_- 100-9-_---- // 16.6 4.6 \' �� RyyyE(E�� 100.8 Q' 19.24' �- IlO \\ to 94.4 96.8 34_0ALID9.4 V=7--- 19'x'_ ___ 95.6 --- '3`"''•.AA^S�4 _ _ � � • 92.5 j�.7 95.6 0 / � DRY - . ` 94.2 _ _ �,_ _ _ 2 - _ ' r ' II \-9\�5.0(��rggQ _ i--------- _ -_� \ 1946 \ I ------ 5 - --( 0)-- - _ \V ! 92.7 6.1 // �' 1 \ / 93.3 - `:X9 6 _- _�1 �� 9_- /�--------- t.5 10000 94.8 95.2// - ♦ DRYWELL / // �� 923--- - • 9t.6 .g1' -- - i-- a� -' _-_-(/ -- 89.0 \ // \� .. 914-'---- --__ -_----_ �L�,��-\-(90)-- -_--' � e _ ' _ / �''.-'' - --O ------- ------`-( J-� \� \ V. 9 g3 g / / \ �i _ _ � y _ _ _ _ (B2J \ r \ \40.6' 92x4 / / \ f�90 \-- _ _ _ _ _ \ 1 88 5 1 - 80 80 \ \ 2.7 I '1 90.8 21 92.7/ 2.7 89.1 /// �.6 '----___- �'� ��-yam' ' ��� '���� � 6�3 - SVA -19 3B- 7BVWG- 5 I 69.0.4 \\ /''92. /'0 //,87.8 / _-- -_-_- ''' --- �'' �'' ��18�y �' - -__-_- _---BVW-20 (/6J-�\ _ _ / 13VW-18 8 90.2 \/� / / //:-'-- - �f 2 _ LS7�93� B V-17 74 _BVW-16 \ / .3 _ - ,'�/ �'-- �----------- - �.i '� BVW-13 7851`---"_..-� ��ar2� 8.8 \ / ...y _�-- VW 16 76.76 . 'VW -14 fSBVW-12, E�lI G COMMONSMONS PLANB 673 - 867 78.47, - _ - _ _ _ _ BVW-11 INA7727 \ \ \\ \ Po , , , , SOUTH YAR.�.rOUTH, MASSACHUSETTS 4 87.9 BVW-10 i /� ->ti-_ - - - - � � / � �. AS PREPARED FOR / ,Y 85.6 ' 7 -(76)- = _8 _ BVW_ ,,' DAVENPORT REALTY TRUST I \ / - - - BVW-s $7sSs - - _ - _ \'I I 87.5 / / / - -klr78 �' BVW-7 -- = FEBRUARY 8, 2006 BVW-3 �'--------- SCALE 1" 20' 0 10 20 40 60 80 Pomo Srizaij 4 A4(G' "r I Q 235 GREAT WESTERN ROAD 1�as.e -- --- CJ`T.2U I \ 1 ( I / P.O. BOX 713 / \\ ' o w -lib cJ /NO T A GREA T POND SOUTH DENNIS, 60 MASS. Pd'�d6�`Jr � FUll ( � 02660 6306-00 (508) 398-3922 '_'ATE - <f FAX (508) 398-3063 C: I S8 I PROD 1 6306-00 1 dwg-Excon.DWG 0 2006 SWEETSER ENGINEERING LEGEND: EXISTING SPOT ELEVATION 00„0 EXISTING CONTOUR ----00---- v FINAL SPOT ELEVATION 00. FINAL CONTOUR 00 SOIL TEST LOCATION UTILITY POLE -0- TOWN WATER @WSW - CATCH BASIN (®\ GAS LINE G - Wo Y, \ N 3.80 AC. f 103.7 R p VA T°� , 102.0 102.3 j I\ I � r i j/ •LOG3 _ 1 // \ \ WIDEF101.6 / \ j �/ �� 97.2 �O% / 100.2 98.6 \ 97.1 \ v \\ 102.3' 100.1 / NI) 46.6' v l •97.6 / ' 101.9 101 102.0 01.v1.6 / 100.2 \ 3/ 102.9 � \1 103.0 9f 02.1 101.9 N. \\ 99 .101.7 \ ' ! �- ----- \\ 99.4 98.7 99.0 I //ti100.2 100.9 -\ I 103.0 99.7 i ' ) 1 / - • 100.4 \ � \ 103 101.8 102.2 � I I l • 100.8 /' 119.7 / 1 j 99.7 i / \'at\8 I \\ • 100.6 99.3 fl f ' 101.1 \ \ \ _ Z T, 101.6 I 0.1 99.2 dl�! \ \ • 02.1 1 99 } 96 - _ - - _ / P�p1 99.4 / i 100.8 � � \ 102.1 %5.7 h` 99.2 99.5 / �` ! 101.2 0102 102.1 1 \ I 9.4 f 99.7 0.6 99.7 , r \ � � 99.9 9g9.3 � � 99.9 __1103.6 � � 99.6 j � /� �� � - 1 � \\ / / / -. I�1 99.299. 1 99.2 9 99.3 / /4011� / \\ \ \ \ II 02.0 103.5 �s.o ` • 99.6 / // J 100.8 01.4 / // 101.8 1OJ.s � 1 ° 1 102.0 II 1 1 988--- 5 \� 4.5 / / 102.0 J 1 98.3 1` �.�� / / >f� \ 102.1 II 1 49.2 Q5 98.9 \ 99.2 +-99.3_ �9. 99.5 L/K_ 101.4 1_ 1 \-� / / \ \ 98.6 • 98.9 99.0 / DRIVEWAY '� \ 7 � 102.0 II 11 \\ // 11 (98%T- / 97.3 \\ .�8.4 • 99.4 C 100.0 %j / �2.8 1Q2.4 �I94.d1 ���� 9�2 97.7 1 / \-98.2 98.1 98.9 I0.7 101.6 / ` _ __- ------ - 97.4 . 9. 9 9 �� - 99.� 100 �I 1 \ i !� 100.2 N N xi; II\ 1 QQ 96.6 97 96.7 ) 98.9 99.2 140.0 j rn 7 00. 100.8 - " ' / / / 5.2 DRYWELL 5.2\ \ \ \ I1\ • 97.2 96 /g.5 x .1 96.4 \ 1 69E•3 97.3 \ // 99.3 1 9 APARTMENT BUILD/NC II \\ \ - - \ .96)----) _d • 99.3, (TYPICAL) - �-- - - - / / 1 102.0 _ - 103.72 \ \ ,- - - - - - -' / .�9 .3 5 - - - - 1{ EXIS77NG 20655 S.F. � - 94 7 _ \ �9_ A00177ON 2658 SF. f ' - 5.2 � \ II95.6 _ ---- '- 95.2 -_---L_--_ `( \ 95.3 \ p,, /' 95.4 \ III\\ \ 9 - \ �' __---__--_- 100-9-_---- // 16.6 4.6 \' �� RyyyE(E�� 100.8 Q' 19.24' �- IlO \\ to 94.4 96.8 34_0ALID9.4 V=7--- 19'x'_ ___ 95.6 --- '3`"''•.AA^S�4 _ _ � � • 92.5 j�.7 95.6 0 / � DRY - . ` 94.2 _ _ �,_ _ _ 2 - _ ' r ' II \-9\�5.0(��rggQ _ i--------- _ -_� \ 1946 \ I ------ 5 - --( 0)-- - _ \V ! 92.7 6.1 // �' 1 \ / 93.3 - `:X9 6 _- _�1 �� 9_- /�--------- t.5 10000 94.8 95.2// - ♦ DRYWELL / // �� 923--- - • 9t.6 .g1' -- - i-- a� -' _-_-(/ -- 89.0 \ // \� .. 914-'---- --__ -_----_ �L�,��-\-(90)-- -_--' � e _ ' _ / �''.-'' - --O ------- ------`-( J-� \� \ V. 9 g3 g / / \ �i _ _ � y _ _ _ _ (B2J \ r \ \40.6' 92x4 / / \ f�90 \-- _ _ _ _ _ \ 1 88 5 1 - 80 80 \ \ 2.7 I '1 90.8 21 92.7/ 2.7 89.1 /// �.6 '----___- �'� ��-yam' ' ��� '���� � 6�3 - SVA -19 3B- 7BVWG- 5 I 69.0.4 \\ /''92. /'0 //,87.8 / _-- -_-_- ''' --- �'' �'' ��18�y �' - -__-_- _---BVW-20 (/6J-�\ _ _ / 13VW-18 8 90.2 \/� / / //:-'-- - �f 2 _ LS7�93� B V-17 74 _BVW-16 \ / .3 _ - ,'�/ �'-- �----------- - �.i '� BVW-13 7851`---"_..-� ��ar2� 8.8 \ / ...y _�-- VW 16 76.76 . 'VW -14 fSBVW-12, E�lI G COMMONSMONS PLANB 673 - 867 78.47, - _ - _ _ _ _ BVW-11 INA7727 \ \ \\ \ Po , , , , SOUTH YAR.�.rOUTH, MASSACHUSETTS 4 87.9 BVW-10 i /� ->ti-_ - - - - � � / � �. AS PREPARED FOR / ,Y 85.6 ' 7 -(76)- = _8 _ BVW_ ,,' DAVENPORT REALTY TRUST I \ / - - - BVW-s $7sSs - - _ - _ \'I I 87.5 / / / - -klr78 �' BVW-7 -- = FEBRUARY 8, 2006 BVW-3 �'--------- SCALE 1" 20' 0 10 20 40 60 80 Pomo Srizaij 4 A4(G' "r I Q 235 GREAT WESTERN ROAD 1�as.e -- --- CJ`T.2U I \ 1 ( I / P.O. BOX 713 / \\ ' o w -lib cJ /NO T A GREA T POND SOUTH DENNIS, 60 MASS. Pd'�d6�`Jr � FUll ( � 02660 6306-00 (508) 398-3922 '_'ATE - <f FAX (508) 398-3063 C: I S8 I PROD 1 6306-00 1 dwg-Excon.DWG 0 2006 SWEETSER ENGINEERING