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HomeMy WebLinkAbout022726 - NOI SITE PLAN Soares 744 Old Falmouth Rd -124016BZ 50BZ 50BZ 50BZ 5 0 BZ 100BZ 100BZ 1 0 0 E SPK SET 54.15 SPK SET 52.30 EHH UP 97/49AA WV IRR WV MB 744 D GM IRR E WF ST-14 WF ST-13 WF ST-12 WF ST-11 WF ST-10 WF ST-9 WF ST-8 WF ST-7 WF ST-7 WF ST-5 WF ST-4 WF ST-3 WF ST-2 WF ST-1 N75° 5 6 ' 0 6 " W 167.64 ' S 4 9 ° 5 6 ' 5 3 " E 8 2 . 6 4 'L=42.60'R=30.00'S31° 25' 00"W82.48'N5 8 ° 3 5 ' 0 0 " W 60 . 0 0 ' S73° 51' 1 8 " W 98.60'N10° 45' 57"W96.02'N73° 51' 1 8 " E 190.00' S49° 56' 53"E 20.00' L = 81.94' R = 52.50' L =31.91'R =2 5.00' N/F LOUISE A MURRAY 712 OLD FALMOUTH ROAD 124-016-002 N/F BRIAN A SMITH JR & LEAH N SMITH 1030 OST W BARN ROAD 124-01402 N/F VLADIMIR & IRINA DOLZHENKO 23 WENDY WAY 124-016-003 SHED 100 SF ± GRAVEL DRIVEGRAVEL DRIVE GARAGE 876 SF ±PORCHPORCHW E N D Y W A Y OLD FALMOUTH ROAD60' RIGHT OF WAYEXISTING BUILDING #744GROUND LEVEL 2,029 SF ±FFEL:56.35 ±CONC RET W A L L BIN BLOCK RET W A L L CONC R E T W A L L TIMBER R E T W A L L AC SEPTIC TANK D BOX LEACH FIELD *SEPTIC COMPONENTS APPROX WETLAN D S WETLAN D S WETLAN D S DRAIN MANHOLE RIM EL:52.72 DRAIN INLET RIM EL:52.64STONE RE T WA L L DRAIN INLET RIM EL:50.17 DRAIN INLET RIM EL:59.64 SIDEWALKEDGE OF PAVEMENTBITUMINOUS BERMASSESSORS PARCEL 124-016-001 44,048 SF± (1.01 AC) 3 0 ' F Y 15' SY 15' RY15' S Y 30' FY3 0 ' F Y 15' SY SSSSSSS S S S SS SS BENCHMARK CONC BOUND EL:45.16 BENCHMARK SPIKE SET EL:45.16 SILTATION BARRIER CONSTRUCTION ACCESS VIA EXISTING GRAVEL DRIVE MATERIALS STOCKPILE AREA 24.5' 25.0' 24.4' 49.5' 32.6' PROPOSED VERTICAL ADDITION TO EXISTING GARAGE WITHIN BUILDING FOOTPRINT 46 47484950515245 4 5 45 45 4653 5450 46454243445 0 5 1 52 53 5 3 51515253535 0 50 51 42 434442 42 4 3 4 4 4550484653Revisions CHECKREV.DATE BY DESCRIPTION Sheet Number: Project Number:Sheet : SHEET TITLE: PREPARED FOR: Date: SITE PLAN 1 125286of 1C - 02-26-2026 Certification: File Name: G:\My Drive\Projects\2025\25286 744 Old Falmouth Rd Marstons Mills Site Plan - CONCOM\Drawings\25286 ST 744 OLD RD.dwg Saved 2/26/2026 2:32 PM Plotted: Feb 26, 2026 2:37:10pm Tab: 24X36 Plotted By: Justin Lamoureux PROJECT: CARRIAGE HOUSE RENOVATION 744 OLD FALMOUTH ROAD MARSTONS MILLS, MA MA SPC NAD83©COPYRIGHT, STRONG TREE ENGINEERING ALL RIGHTS RESERVED (in feet) GRAPHIC SCALE 020 10 20 40 1 INCH = 20 FEET STRONG TREE ENGINEERING www.strongtree.engineering Ph: (774) 559-3942 P.O. Box 62 Sagamore Beach, MA 02562 TR E E ON G RT ESTD 2021 DEV E L OP M ENT NIREENIGNEGSGENERAL NOTES 1.ELEVATIONS, PROPERTY LINE, AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON A SURVEY CONDUCTED BY STRONG TREE ENGINEERING. 2.UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE STATE ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE LOCAL BOARD OF HEALTH. 3.THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY FOR THE CONTRACTOR TO WORK WITHIN AREAS APPROVED BY THE CONSERVATION COMMISSION. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE CONCOM STAFF. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE ENGINEER. 4.TRENCH SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING ANY LOCAL AND/OR STATE PERMITS REQUIRED FOR THE TRENCH WORK. 5.THE CONTRACTOR SHALL RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE. AREAS NOT DISTURBED BY CONSTRUCTION SHALL BE LEFT NATURAL. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO SHRUBS, TREES, OTHER LANDSCAPING AND/OR NATURAL FEATURES. WHEREAS THE PLANS DO NOT SHOW ALL LANDSCAPE FEATURES, EXISTING CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE WORK. 6.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL COORDINATE WITH THE HOMEOWNER AND ENGINEER ON THE CONSTRUCTION SITE ACCESS AND MATERIAL STOCK PILE AREAS. REFERENCE MAPS: 1."SUBDIVISION PLAN OF LAND IN (MARSTONS MILLS) BARNSTABLE MASS." SCALE:1"=50', 5-28-87, PB 435, PG 12. GENERAL NOTES: 1.ONLY SURVEY MAPS WITH THE SURVEYOR'S SIGNED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. 2.THE CERTIFICATIONS HEREON ARE NOT TRANSFERABLE. 3.THE LOCATIONS OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS CERTIFICATE. 4.THE TYPE OF MAP PERFORMED IS A BOUNDARY SURVEY. THE BOUNDARY LINES AS DEPICTED ARE THE RESULT OF AN ACCURATE LAND SURVEY AND ARE DEPICTED FROM RECORD MAPS AND DEEDS. 5.THIS PARCEL IS NOT LOCATED WITHIN A DESIGNATED FLOOD ZONE AS DEPICTED ON FEMA FIRM PANEL 25001C0542J WITH EFFECTIVE DATE OF 7/16/2014. 6.WETLANDS DELINEATED IN THE FIELD OCTOBER 2025 BY STRONG TREE ENGINEERING. 7.ELEVATIONS DEPICTED HEREON ARE BASED ON NAVD88 DATUM. HORIZONTAL: MASSACHUSETTS MAINLAND NAD83 RESOURCE IMPACTS 0-50' BUFFER 50-100' BUFFER TEMPORARY 1,140 SF 5,152 SF PERMANENT 0 0 Note: There is no new site disturbance. All disturbance is temporary and within pre-disturbed areas (driveway, gravel parking). NOTES: 1.INSPECT AND MAINTAIN THROUGHOUT CONSTRUCTION 2.REMOVE SOCK AND COMPOST MATERIAL FROM SITE WHEN CONSTRUCTION IS COMPLETE 3.NO DISTURBANCE BEYOND BARRIER. SECTION 2" X 2" HARDWOOD STAKES (OR SANDBAGS WHERE ON PAVEMENT) 12" COMPOST FILTER TUBE AREA TO BE PROTECTED BLOWN OR PLACED COMPOST WORK AREA 12" STAKES 10' OC ± WORK AREAWAT E R FLO W 12" COMPOST FILTER SOCK OR APPROVED EQUAL SANDBAG IF ON PAVED AREA AREA TO BE PROTECTED PLAN SILTATION BARRIER NOT TO SCALE SECTION A SECTION B FLOW FENCE NOTES: 1.FENCE FABRIC TO BE 36-INCHES WIDE MINIMUM AND TO BE SECURELY FASTENED TO BEANPOLES. 6" MIN OF FABRIC TO BE BELOW GROUND SURFACE (BACKFILLED OR TOE-ED INTO GROUND). 2.WOODEN STAKE POST SPACING TO BE 4-FOOT MAX ON CENTER. 16" BELOW GROUND 30" EXPOSED 6" MIN JOINING SECTIONS OF FENCE TOP VIEW BEAN POLES SILT FENCE BACKFILL BURY SILT FENCE SEDIMENT LADEN RUNOFF UNDISTURBED SOIL 2" X 2" X 4' WOODEN STAKE SILT & WILDLIFE FENCE FENCE JANIO SOARES 744 OLD FALMOUTH RD MARSTONS MILLS, 02648 R O U T E 6 R O U T E 6 A ROUTE 149ROUTE 28 WEQUAQUET LAKE BARNSTABLE GREAT MARSH CRAIGVILLE BEACH 744 OLD FALMOUTH RD LOCUS 1" = 10000' NO CHANGE UNDER PROPOSED CONDITIONS 2/26/2026