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HomeMy WebLinkAbout06012026 NOI site plan 428 Shootflying Hill 213007W W OHW OHWOHWOHWOHW WWWWWWGGGGGG G E UP P5 UP 182 WF ST-1 WF ST-2 WF ST-3 WF ST-4 WF ST-5 WF ST-6 S BZ 50BZ 50BZ 50BZ 100BZ 100BZ 100BZ 100FLOODFLOODFLOODFLOODFLOODSHED 121 SF CONCRETESTONE WALLPATIO SHED 185 SF PAVED DRIVEWALK WALK STON E W A L L STONE WALLVERTICAL CURBBITUMINOUS BERMEDGE OF PAVEMENTBH PIEREDGE OF PAVEMENTD SSSSSSBEACHOBSERVED EDGE OF WATERBORDERING LAND SUBJECT TO FLOODING (EL: 35.0 PER DEP) 50' WETLAND BUFFER 100' WETLAND BUFFER FEMA FLOOD ZONE X BORDERING VEGETATED WETLAND N42° 56' 13"E188.77'S20° 0 1 ' 3 2 " E 230.00 'S71° 12' 21"W131.66'S34° 30' 27"E 146.00' EXISTING DWELLING TO REMAIN PROPOSEDADDITIONPROPOSEDADDITION15.0'15.0' 30.1' BENCHMARK CBDH EL: 53.31 BENCHMARK PK NAIL EL: 48.66 CONNECT GUTTERS TO DRYWELL DRYWELL RIM:42.40' 4" INV IN:39.50' REMOVE AND/OR ABANDON EXISTING SEPTIC SYSTEM COMPONENTS AS REQUIRED RELOCATE GAS SERVICE RELOCATE WATER SERVICE RELOCATE ELECTRIC SERVICE COORDINATE SERVICE CONNECTION(S) WITH UTILITY PROVIDER(S) SILTATION BARRIER RELOCATE HVAC COMPONENTS INVASIVE SPECIES REMOVAL AND MITIGATION PLANTING 618 SFSHOOTFLYING HILL ROADWEQUAQUET LAKE #408 SHOOTFLYING HILL ROAD 214-053 N/F JOANNE CARPENTER #460 SHOOTFLYING HILL ROAD 213-008 N/F TOWN OF BARNSTABLE #428 213-007 EXISTING DWELLING FFEL:46.50 ± 2,128 SF ± MITIGATION PLANTING MARKERS LANDING Revisions CHECKREV. DATE BY DESCRIPTION Sheet Number: Project Number: Sheet : SHEET TITLE: PREPARED FOR: Date: SITE PLAN 1 125183 of 1C - MAY 21 2026 Certification: File Name: G:\.shortcut-targets-by-id\17NuK4unXBlwJCnjPp50lKuUSN5J9e81I\Projects\2025\25183 428 Shootflying Hill Rd Centerville Kian Bonvan\Drawings\25183 ST-SHOOTFLY.dwg Saved 5/21/2026 9:42 AM Plotted: May 21, 2026 9:43:05am Tab: CONCOM PLAN Plotted By: matthew.lehman PROJECT: ©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 NIREENIGNEGS HOME IMPROVEMENTS 428 SHOOTFLYING HILL ROAD, CENTERVILLE, MASSACHUSETTS CAPE & ISLANDS BUILDERS GROUP, INC. 57 WASHINGTON BURSLEY WAY CENTERVILLE, MA 02632 PH: 508-241-0982 REFERENCE MAPS: 1. PLAN OF LAND OF GEORGE WALKER IN CENTERVILLE, BARNSTABLE, JAN. 21, 1954. PREPARED BY NEWELL B. SNOW ENG'R, BUZZARDS BAY, MASS - PLAN BOOK 114, PAGE 75 SURVEY 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. PART OF THIS PARCEL IS LOCATED WITHIN A "X" AS DEPICTED ON FEMA FIRM PANEL AND SHOWN ON THIS PLAN. 6. WETLANDS AND INLAND BANK DELINEATED IN THE FIELD AUGUST 2025 BY STRONG TREE ENGINEERING. 7. ELEVATIONS DEPICTED HEREON ARE BASED ON NAVD88 DATUM. HORIZONTAL: MASSACHUSETTS MAINLAND NAD83 PLAN 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 TO LAYOUT AND CONSTRUCT THE PROPOSED SITE IMPROVEMENTS. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER. 4. TRENCH SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING ANY LOCAL AND/OR STATE PERMITS REQUIRED FOR THE TRENCH WORK. 5. CALL "DIGSAFE" AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES TO FIELD VERIFY LOCATIONS OF EXISTING UTILITIES. 6. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. 7. USE SCHEDULE 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A COMPACTED FIRM BASE. 8. 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. 9. EXISTING DISUSED SEPTIC SYSTEM TO BE REMOVED OR BACKFILLED AND ABANDONED PER TITLE 5 REQUIREMENTS.TITLE 5, 310 CMR 15.354(3). 10. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL COORDINATE WITH THE HOMEOWNER AND ENGINEER ON THE CONSTRUCTION SITE ACCESS AND MATERIAL STOCK PILE AREAS. 11. 36" MAX COVER OVER STRUCTURES FOR H-10 LOADING. 12. THE AREA BETWEEN PROPOSED PLANTS WILL BE A NATIVE SEED MIX OR LEFT TO NATURALIZE. 13. MULCH MAY ONLY BE USED UNDER THE DRIPLINE OF PROPOSED PLANTS. PLAN SECTION NOTES: 1. FABRIC SOCK MANUFACTURER TO BE SILT SOXX OR ENGINEER APPROVED EQUAL 2. FABRIC SOCK TO BE COTTON OR OTHER BIODEGRADABLE MATERIAL 3. ABRIC SOCK TO BE FILLED WITH CLEAN LEAF COMPOST AND/OR WOODY MULCH 4. REMOVE SEDIMENT BARRIER AT END OF CONSTRUCTION. DO NOT LEAVE FABRIC BEHIND 5. DISPOSE OF SOCK CONTENTS IN ENGINEER APPROVED LOCATION. SILTATION BARRIER NOT TO SCALE WATE R FLO W 2"x2" HARD WOOD STAKES BIODEGRADABLE FABRIC SOCK 8" OR 12" 12" MIN UNDI S T U R B E D TOE CREST SEE PLAN FOR BARRIER PLACEMENT LOCATION(S)AREA10' OC MAX PRECAST CONCRETE DRYWELL NOT TO SCALE 4'-0" 4'-0" 24" 6" MIN FRAME AND SOLID COVERADJUST WITH RISER AS REQUIRED NON-WOVEN GEOTEXTILE FABRIC AROUND SIDES 1-1/2" DOUBLE WASHED CRUSHED STONE APPROVED SUBGRADE 6" WATERTIGHT GROUT VEE KNOCKOUT 2" GREATER THAN PIPE DIAMETER SEE SITE PLAN FOR FINISH GRADE 12" 8" MEDIUM NATIVE SHRUBS SCIENTIFIC NAME COMMON NAME SPACING ILEX VERTICILLATA WINTERBERRY HOLLY 4' - 6' OC LINDERA BENZOIN SPICEBUSH 4' - 5' OC RHODODENDRON MAXIMUM ROSE BAY RHODODENDRON 10' OC SAMBUCUS CANADENSIS COMMON ELDERBERRY 4' OC SHRUB PLANTING DETAIL NOT TO SCALE REMOVE TOP THIRD OF BURLAP OVER ROOTBALL SCARIFY BOTTOM OF PLANTING HOLE 4" DEEP APPROVED UNDISTURBED SOIL PREPARED PLANTING MIX 2" - 4" SOIL BERM 3" SHREDDED MULCH UNDER DRIPLINE TOP OF ROOTBALL TO MATCH FINISH GRADE ± 1" PRUNE DEAD OR BROKEN BRANCHES AS DIRECTED BY LANDSCAPE ARCHITECT RESOURCE AREA CALCULATIONS