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Home My WebLink AboutApp# 16-A031MAP 130 PCL 6 RONALD C PERERA 703 FAIRWAY VILLAGE LEEDS, MA 01053 FRESH WATER POND PROPOSED MITIGATION PLANTINGS: MAP 130 PCL 7 GERARDO & GABRIELLE B BURDO 84 OLD ORCHARD PARK FAIRFIELD, CT 06824 DB 27356 PG 258 SNEO \ CglF LOG \ ALONG \ ACCESS ti ISTING RAVEL DRIVE PLANT NAME SIZE SPACING QUANT. 9-1 MYRICA PENSYLVANICA 24-30" ® 4' O.C. 21 NORTHERN BAYBERRY DATUM: NAVD 88 ZONING SUMMARY VACCINIUM COR YMBOSUM #2 0 T O.C. 8 PROPOSED HIGHBUSH BLUEBERRY 31.7' 30.1' MIN. SIDE SETBACK 20' MAP 130 PCL 7 GERARDO & GABRIELLE B BURDO 84 OLD ORCHARD PARK FAIRFIELD, CT 06824 DB 27356 PG 258 SNEO \ CglF LOG \ ALONG \ ACCESS ti ISTING RAVEL DRIVE / E S0 O / \ / ° GGAIAL�SEPnc ° T.Q.W. �/ TANK DESIGNSBY / "zP��/ OTHERS / WORK LIMIT 94.18' 1� LINE / a MAP 130 PCL 10 �O 05-249 FIELD AREA JOHN L MARCHILDON TRS 100 WHARF LANE YARMOUTH PORT, MA 02675 EXIST. DWELL. COASTAL BANK 1'?O� p RQ 7 aL� EX. 1 GRAVEL I DRIVE N I � 71.1 Scale:1 "= 20' 0 10 20 30 40 50 FEET SALT MARSH OP F� �Q �P O� Q� o O�P� 00P� LOT AREA: 1.3± AC. 17,768± SF UPLAND 38,399± SF WETLAND 56,167 ± SF TOTAL PROP 1,035± S MITIGATION / 14 SALT MARSH RAZE AND REPLACE RETAINING WALL (DESIGN BY OTHERS) V --I- BANK ENDS DUE TO FLAT SLOPES J (DISCONTINUOUS) -TOP COASTAL BANK (= FLOODZONE EL 12.0' NAVD88 AS PER DEP POLICY 92-1) BENCHMARK: CONC. BND. ELEVATION =8.4 NAVD88 MAP 121 PCL 61 TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 DATE i� ocus > Y 2W � RfE. 6A LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 130 PARCEL 9-1 LOCUS IS WITHIN FEMA FLOOD r 12 AND ZONE X. DATUM: NAVD 88 ZONING SUMMARY ZONING DISTRICT: R-40 EXISTING PROPOSED MIN. FRONT SETBACK 30' 31.7' 30.1' MIN. SIDE SETBACK 20' / E S0 O / \ / ° GGAIAL�SEPnc ° T.Q.W. �/ TANK DESIGNSBY / "zP��/ OTHERS / WORK LIMIT 94.18' 1� LINE / a MAP 130 PCL 10 �O 05-249 FIELD AREA JOHN L MARCHILDON TRS 100 WHARF LANE YARMOUTH PORT, MA 02675 EXIST. DWELL. COASTAL BANK 1'?O� p RQ 7 aL� EX. 1 GRAVEL I DRIVE N I � 71.1 Scale:1 "= 20' 0 10 20 30 40 50 FEET SALT MARSH OP F� �Q �P O� Q� o O�P� 00P� LOT AREA: 1.3± AC. 17,768± SF UPLAND 38,399± SF WETLAND 56,167 ± SF TOTAL PROP 1,035± S MITIGATION / 14 SALT MARSH RAZE AND REPLACE RETAINING WALL (DESIGN BY OTHERS) V --I- BANK ENDS DUE TO FLAT SLOPES J (DISCONTINUOUS) -TOP COASTAL BANK (= FLOODZONE EL 12.0' NAVD88 AS PER DEP POLICY 92-1) BENCHMARK: CONC. BND. ELEVATION =8.4 NAVD88 MAP 121 PCL 61 TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 DATE i� ocus > Y 2W � RfE. 6A LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 130 PARCEL 9-1 LOCUS IS WITHIN FEMA FLOOD ZONE AE EL 12 AND ZONE X. DATUM: NAVD 88 ZONING SUMMARY ZONING DISTRICT: R-40 EXISTING PROPOSED MIN. FRONT SETBACK 30' 31.7' 30.1' MIN. SIDE SETBACK 20' 30.3' 25.8' MIN. REAR SETBACK 20' 71.35' 56.0' MAX. BUILDING COVERAGE 25% 4.8% 11.3% OWNER ,OF RECORD JOHN L. & DOROTHY E. MARCHILDON 100 WHARF LANE YARMOUTH PORT REFERENCES LCP 181120 DEED BOOK 11046 PAGE 236 PLAN BOOK 107 PAGE 29 PLAN BOOK 242 PAGE 129 NOTES 1. TITLE 5 SEPTIC SYSTEM INSTALLED 2006 EXISTING DWELLING 3 BEDROOM, PROPOSED 3 BEDROOM 2. DRYWELLS PROPOSED FOR ROOF RUNOFF 3. WETLANDS FLAGGED BY JACK VACCARO OF VACCARO ENVIRONMENTAL CONSULTING SITE PLA MAR - 3 2016 YARMOUTH OF OLD KING'S HIGHWAY 100A WHARF LANE YARMOUTH PORT;, IT,1 PREPARED FOR JOHN L. & DOROTHY E. MARCHILDON APRIL 3, 2015 j"0F`Ass, REV.: JUNE 15, 2015 DAidIELA. cy� REV.: JAN. 14, 2016 (FOUNDATION) 11R 29�1�1 D1ALA 7OWAi k. CIVIL •' off SOB -362-4 4 y f •kt NG 46502 - fm 50B 382-9^(,✓>p('Af a` STO' I CNAL EC1�' down cope engineering, in c. 1 C/ ENGINEERS LANO SURVEYORS 939 Main Street — YARMOUTHPORT, MAS. DANIEL A. OJALA, P.E., P.L.S. 05-249 LOT 2A BED MOULDING Ix4 WINDOW/DOOR SECOND FLOOR (SUB FLOOR) 3 FIRST FLOORLELEV 23.6'.)_ . (SUB FLOOR) BASEMENT SLAB. �ELEV 12.x_ (TOP OF SLAB) ASPHALT ROOF SHINGLE /12 L, ALUM. GUTTER —� JUAL PW4050 -------------------j n FEM r -----------T L.----- —L I I I I I I L --_L --------------------------- J E LEFT ELEVATION SECOND FLOOR (SUB FLOOR) FIRST FLOOR�ELEV .23.6') (SUB FLOOR) CONTINUOUS RIDGE VENT ASPHALT ROOF iiE:m:' l=l Mimi= WINDOW BOX 21.8' TOP OF RETAINING WALL BTM OF RETAINING WALL I I I I I I F.1Z ALL MATERIALS COMPOSITE STOCK BRACKETS AT GABLE END NON—STRUCTURAL J14' 3�4 n -Y2 WALL LINE KEYSTONE AT WALL MAR 92016 ?HYRM UTy RECEIVED MAR - 3 2016 YARMOUTH OLD KING'S HIGHWAY ALL MATERIALS COMPOSITE STOCK 2 G >OOR CASING a RETAINING W LL ___—_______ I . _ - _ . _RAISED SLAB --- 15.5' ......... _F- -------� (TOP OF SLAB] I I I I I I I I I I I I I I I I I I I I I I I I I J I BASEMENT SLAB LLEV 12.9') _ _ _ _ _ _ _ _ (TOP OF SLAB) L- -------- �---------------------------- — — — — —�1 FL � ----------------------- 71_011 FRONT ELEVATION 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. GENERAL NOTES NO. I REVISION I DATE COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESES PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. BUILDER: rDESIGNER NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508) 362-2210 (508) 362-9802 NORTHSIDEDFSIGN.COM northsid el@comcast. net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PCT : PROPOSED MARCHILDON RESIDENCE 100A WHARF LANE YARMOLITHPORT, MA. 00 TI ELEVATIONS C0SCALE: 1/4"=l' -O" 1 2 4]JEE PROJECT #: 15-27 [DATE: 3/1/16 Iv ALUM. GUTTER BED MOULDING Ix4 WINDOW/DOOR CASING SECOND FLOOR _ _ _ _ _ (SUB FLOOR) FIRST FLOORAEL.EV 23.6') — . — . — (SUB FLOOR) P PASEMENT SLAB (E QL 12.9') TOP OF SLAB) CONTINUOUS RIDGE VENT Ix FRIEZE CONTINUOUS RIDGE VENT Im■-•�Ii -L- POOF SHINGLE . �I■i■111. pim 12 -' �Jii-11 00 * ALUM. GUTTER ALUM, GUTTER BED MOULDING Ix4 WINDOW/DOOR SCOND FLOOR SEuE FL(5OR) — — FIRST FLOORiEI-� (SUB FLOOR) CONTINUOUS RIDGE VENT ASPHALT ROOF SHINGLE 12 8 GUTTER OIYiii9S RAISED PANEL INDOW BOX ALUM. Ix FRIEZE I I I ' I II i II I I II I II I II RAISED SLABLEV _15_5')— . — . — . — — — — . — . — ... II ---------------------- -- ----------------------- (TOP OF SLAB) u ----------------------------------------------- 1 I II I I I II I I I II I I BASEMENT SLAB,ELEV 12�, (TOPOF -9-LAS) ----------------------------------------- ------ -------- - --------------------------------------- RIGHT JII IIIIII - o ELEVATION �I -------- II II I II '' APW506d '—'�" innnnnnnnnn��'�rl�i�ili�� i�iin�ri ■�■■ ■■�� iii ■■■ ■■_ _ ■ ■ ■ a 111■i■1��1 ■■IIi1■� - SII i� 1 m■n■n Irk n■■■■■■■��I ■ ■ ■■■■ n� ■■■ ■■■ ■ ■■ i��1 i��lilii■� Ilii■i1i� ■I 11 ��I�ILm �Iii�il�n Ii1■Ii�i1 �■� i� -- - I 111■i■111 t■111■� 111 n I WE � 1��■n■■n n■n�■■I �n n � :eeleei-ee leie■e1�1 i�� NonnillmlmmmllmI � I�1■Ii�111 I■I n 1►. 11�� 11� 1 tl OMNI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I rLJT -------------- r"T TLJ-1 TL JI L[ --L -------------- L ---L I-----------------L--� 12' —0" BED MOULDING Ix FRIEZE Ix4 WINDOW/DOOR CASING W No AIA I IM 0 ALUM. GUTTER REAR ELEVATION I I I I I I I I I I I I I I ---L- -J &'W-:ceivk' MAR 292016 f"rYRh ARM Ty MAR - 3 2016 YAR6;I«U1H LD KING'S HIS 0 AY F, . BED MOULDING Ix FRIEZE 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. GENERAL NOTES NO. I REVISION I DATE COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESES PLANS ARE NOT TO BE REPRODUCED CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. rBUILDER DES », NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508) 362-2210 (508) 362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: PROPOSED MARCHILDON RESIDENCE 100A WHARF LANE YARMOLITHPORT,MA. TITLE : ELEVATIONS SCALE: 1/4"=1'-0" 0 1 2 4 8 PROJECT M SHEET 15-27 A.5 DATE: OF 3/1/16 5