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Home My WebLink AboutBLD-20-1538LEGEND - EGEND99—' 99— EXISTING CONTOUR —[99]-- - PROPOSED CONTOUR C98•4J PROPOSED SPOTEL. OCATCH BASIN =38.3' UTILITY POLE TREES/SHRUBS FIRE HYDRANT _W_ WATER LINE — G —'.. GAS LINE —X—X— ALUMINUM FENCE ❑ ❑ CEDAR FENCE NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING -E #19-030 RELOCATE MAILBOX - SHELL DRIVE PROPOSED 4' BLACK ALUMINUM FENCE (TYP.) ARBORVITAE HEDGE * A ilY'R f1dy PROPOSED HOT TUB J W 7 _ 1 "; -1 H 1 7 12, 20.2 i , 1, 'I '1 � `° NOv V! X00 rN !� 'ATIO 1` + E -ROOF t d I OVERHANG DECK 1 1 w - BENCHMARK: =O �S�'H'"RUUjB ' .✓� GAS METER CEMENT BOUND MAPLE - ZONINGSUMMARY =38.3' NAVD88 0� TREES/SHRUBS / ' 1 TO REMAIN I G� O F= MIN. LOT FRONTAGE 150' 90.75' MIN. FRONT SETBACK 30' o� MIN. SIDE SETBACK 20' 13.7' MIN. REAR SETBACK 20' G� MAX. BUILDING COVERAGE 25% 15.5% o TWO FRONT YARD SETBACKS AND TWO SIDE YARD YARD SETBACKS (203.5 X) LOT AREA GARAGE 16,641 ±S. F. EXISTING DRIVE TO PAVED REMAIN ADD SHELL AS00 INDICATED l '1 rel �, ', PROPOSED HOT TUB J W 7 _ 1 "; -1 H 1 7 12, 20.2 i , 1, 'I '1 � `° NOv V! X00 rN !� 'ATIO 1` + E -ROOF t d I OVERHANG DECK 1 1 w �P SPUTRAIL V FENCE/ 0 Scale: 1"= 20' 0 10 20 30 40 50 FEES i EXISTING DWELLING I' 11' 1 EDGE PAVE 1' BEn ROUTE 13 4'v � PAVED SIDEWALK W PROPOSED 6' CEDAR FENCE (TYP.) EXISTING PAVED DRIVE TO BE REMOVED EXISTING DECK TO BE RECONSTRUCTED AS SHOWN EXISTING PATIO NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXIST1NG 3. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 5. EXISTING SEPTIC LOCATION PER TIE—CARD ON FILE WITH THE TOWN. 6. POOL FENCE SHALL HAVE SELF—CLOSING SELF—LATCHING GATES, SIZE AND MATERIALS TO MEET LOCAL AND STATE BUILDING CODE, ALL DWELLING DOORS OPENING TO POOL SHALL BE ALARMED TO CODE. 7. PAT10 TO BE CONSTRUCTED AROUND AND ADJACENT TO POOL; LOCATION TO BE FIELD VERIFIED. o Bracher Shore \ / Rood �1 o -o ¢� Route 6,4 m 1C 3 Locus g m � y o J ao J3'rd y 1 1` Dennis I � Pond LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 121 PARCEL 73 LOCUS IS WITHIN FEMA FLOOD ZONE X - (AREA OF MINIMAL FLOOD HAZARD) AS �S�'H'"RUUjB ' .✓� GAS METER ZONING SETBACK LINE RED G� MAPLE - ZONINGSUMMARY EXIST. ZONING DISTRICT: RS -40 RESIDENTIAL DISTRICT TREES/SHRUBS / ' 1 TO REMAIN I MIN. LOT SIZE 40,000 S.F. �P SPUTRAIL V FENCE/ 0 Scale: 1"= 20' 0 10 20 30 40 50 FEES i EXISTING DWELLING I' 11' 1 EDGE PAVE 1' BEn ROUTE 13 4'v � PAVED SIDEWALK W PROPOSED 6' CEDAR FENCE (TYP.) EXISTING PAVED DRIVE TO BE REMOVED EXISTING DECK TO BE RECONSTRUCTED AS SHOWN EXISTING PATIO NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXIST1NG 3. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 5. EXISTING SEPTIC LOCATION PER TIE—CARD ON FILE WITH THE TOWN. 6. POOL FENCE SHALL HAVE SELF—CLOSING SELF—LATCHING GATES, SIZE AND MATERIALS TO MEET LOCAL AND STATE BUILDING CODE, ALL DWELLING DOORS OPENING TO POOL SHALL BE ALARMED TO CODE. 7. PAT10 TO BE CONSTRUCTED AROUND AND ADJACENT TO POOL; LOCATION TO BE FIELD VERIFIED. o Bracher Shore \ / Rood �1 o -o ¢� Route 6,4 m 1C 3 Locus g m � y o J ao J3'rd y 1 1` Dennis I � Pond LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 121 PARCEL 73 LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001CO559J DATED 7/16/2014- /16/2014ZONING ZONINGSUMMARY ZONING DISTRICT: RS -40 RESIDENTIAL DISTRICT REQUIRED: EXISTING: MIN. LOT SIZE 40,000 S.F. 16,641±S.F MIN. LOT FRONTAGE 150' 270.74' MIN. FRONT SETBACK 30' 21.4' MIN. SIDE SETBACK 20' 13.7' MIN. REAR SETBACK 20' *N/A MAX. BUILDING COVERAGE 25% 15.5% NOTE: CORNER LOTS ARE CONSIDERED TO HAVE TWO FRONT YARD SETBACKS AND TWO SIDE YARD YARD SETBACKS (203.5 X) OWNER OF RECORD PAUL A. LEWIS AND CARINA ROMA LEWIS 12 ROUTE 6A YARMOUTH PORT, MA 02675 REFERENCES CERT. 189870 168 LCP 14491-8 (LOT A-1) DATE DANIEL A. OJALA, P.E., P.L.S. SITE PLAN OF #112 ROUTE 6A YARMOUTH PORT, MA PREPARED FOR LAURA AND NEAL LANDERMAN DATE: APRIL 10, 2019 REVISED: 5-7-2019 (SPECIFY AUTO COVER, REV. FENCE LOCATION, SHRUBS AND TREES) I off 508-362-4541 fox 508-362-9880 downcope.com down cape engineering, iac, civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 to—nzn RAcr n1AI' ALL CONSTRUCTION TO BE PERFORMED IN STRICT COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE, NINTH EDITION AND WOOD FRAME CONSTRUCTION MANUAL FOR ONE— AND TWO—FAMILY DWELLINGS FOR EXPOSURE B WIND LOADS — 110 MPH Af)r)' 10+ACi1D ANY STRUCTURAL ENGINEERING REVIEW, IF NECESSARY, n IS AT THE DISCRETION OF THE BUILDING COMMISSIONER AND WILL BE THE RESPONSIBILITY OF THE OWNER EXISTING DWELLING al I - RIGHT SIDE ELEVATION PORCH ROOF FRAMING PLAN ( 1/4" = 1' ) * VERIFY ALL DETAILS WITH BUILDER ADJUST AS REQUIRED EXISTING LIVING ROOM (FIRST FLOOR) existing slider .H 2" x 10" PT ROOF RAFTERS I 0 16" O.C. EXISTING El 5/a" x 6" NEW DECKING 20'-5"± x 12'-8"± z p o 0 -H SCREENED °O * O EPDM RUBBER MEMBRANE PQRCI--I Nm iv I ROOFING (FULLY ADHERED) BUILT ON 'd OVER �" PLYWOOD EXISTING DECK SHEATHING EXISTING NEW LANDING & STAIRS 8 x aSIMPSON 142.5ATO GRADE screen NIoor HURRICANE CLIPS 1 1 ^ 1 EA.1 RAFIER 1 I I MATCH EXISTING (S) CUSTOM 3'-4"± EXTEND 6" x 6" PT TRIM DETAIL SCREEN PANELS(I TYP.) POSTS UP TO� RECEIVE HEADER & ROOF RAFTERS 20'-4"± PROPOSED SCREENED PORCH BUILT OVER EXISTING DECK ARC Designs , LLC ALAN R. CABRAL 506.255.2569 PROPOSED SCREENED PORCH ON EXISTING DECK LANDING & STAIRS TO BE RESIZED AND RECONFIGURED 2" x 10" LEDGER BOLTED TO EXISTING STUD WALL (10" — 15" BELOW EXISTING 2ND FLOOR WINDOWS) USE (2) LEDGER—LOK SCREWS EACH STUD X 6" PT 1EADER 2" x 10" LEDGER BOLTED TO EXISTING STUD WALL (10" — '15" BELOW EXISTING 2ND FLOOR WINDDWS) USE (2) LEDGER—LOK SCREWS 0 EACH STUD PROVIDE "CRICKET" AT WALL/ROOF INTERSECTION TO DIVERT ROOF RUN—OFF PROPOSED SCREENED POF ON EXISTING DE( U. i L � 1",6F3Y EXISTING REAR ELEVATION ( 3/16" = 1' ) 2" x 10" PT ROOF RAFTERS ® 16" O.C. EPDM RUBBER MEMBRANE ROOFING (FULLY ADHERED) OVER }" PLYWOOD 10" — 15" SHEATHING BELOW WINDOWS SIMPSON H2.5A HURRICANE CLIPS EA. RAFTER x 6" T & G C CEILING I� CU TOM SCREEN PANELS (7'—O'�± ht.) EX'STING DECKING LEXISTING 2" x 10" PT DECK JOISTS I I I I PROVIDE INSECT SCREEN TO UNDERSIDE OF DECK JOISTS L VERIFY EXISTING DECK SUPPORT PIERS — ADD SUPPLEMENTAL POSTS & PIERS AS REQUIRED MATCH EXISTING TRIM DETAIL — — 6" x 8" PT HEADER H EXTEND 6" x 6" PT ao POSTS UP TO RECEIVE HEADER & ROOF RAFTERS (SPACED AS SHOWN) * PROVIDE 1 Y2" SQ. BALLUSTER (GUARD RAIL) 3'—O" ht. BETWEEN POSTS (RE—USE EXISTING) PROPOSED SCREENED PORCH IS NOT VISIBLE IN FRONT & LEFT SIDE ELEVATIONS PORCH FRAMING SECTION ( 1/4" = 1' ) * VERIFY ALL DETAILS WITH BUILDER ADJUST AS REQUIRED PROPOSED SCREENED PORCH S' C_ rv< tie ci_ SER 112019 �G Jt EXISTING LAURA & H E A L LA N D E R M A N 12" S0. x 24" CONI. PIERS 112 ROUTE 6A YARMOUTH PORT -REAR & RIGHT SIDE ELEVATIONS -PORCH ROOF FRAMING PLAN -PORCH FRAMING SECTION MAY , 2019 1 OF 1