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HomeMy WebLinkAbout20260303 NOI SITE PLAN Edson-Medeiros 749 Santuit-Newtown RoadFLOODFLOODFLOODFLOODFLOODFLOODBENCHMARK: SPK SET EL: 78.69 BENCHMARK: CBDH FND EL: 81.67 MB 749 IRR UP 75 57 UP 57A E IRR IRR E S BENCHMARK: SPK SET EL: 49.46 BENCHMARK: SPK SET EL: 49.74 BZ 100BZ 100BZ 100BZ 50 BZ 50BZ 50OHWOHWOHWOHWOHW OHW OHW OHW OHWS SANTUIT-NEWTOWN ROADW W W W W FLOOD ZONE "X"FLOOD ZONE "X"PATIO SHED 80SF SHED 80SF SHED 68SF SHED 147SF GUES T HOUS E 287 S F ± GARAGE 568 SF PAVED DRIVE DECK (40' ROW)BH15' SY15' S Y 30' FY15' S Y N/F ROBERT S. & AMY G. MESIROW TRS 737 SANTUIT-NEWTOWN ROAD MARSTONS MILLS 028-010-002 N/F PETER V. & HELEN MARY OWENS 763 SANTUIT-NEWTOWN ROAD MARSTONS MILLS 028-008LONG POND"GREAT POND"EXISTING DWELLING#749GROUND LEVEL 1,405 SF±FF ELEV. 72.01' ±CBDH HELD LINE IP HELD 5052545658606264665052545658606264666870 72 7476788082 8264666870727476788 0 82ASSESSORS PARCEL 028-009 AREA: 32,129 SF (0.74 AC) N72° 1 7 ' 1 1 " W 41.0 0 ' S72° 1 7 ' 1 1 " E 210. 9 8 ' S11° 25' 58"W 127.49' S66° 34' 21"E 126.31' N66° 50' 21"W 164.53' N66° 50' 21"W 16.00' WAT E R L E V EL EL.48'± SEPTIC APPROX ABANDONED CESSPOOL BELOW-GRADE BULKHEAD DOOR CINDER BLOCK STAIRS WOOD RETAINING WALL CONCRETE STEPS CONCRETE STEPS RD RDRD RDR D RDSS SS D D SSSSCONNECT GUTTERS/ DOWNSPOUTS TO DRAIN PIPES DRY WELL DRY WELL 5.5' REMOVE AND REPLACE RETAINING WALL (4' MAX) REMOVE AND REPLACE SHED REMOVE AND REPLACE STEPS REMOVE AND REPLACE STEPS REMOVE DECK AND STAIRS (ARCHITECTURALS BY OTHERS) SEDIMENT SILT SOCK REMOVE DEBRIS FROM UNDER DECK INVASIVE SPECIES CONTROL / VISTA PRUNING 1 FT HIGH WALL AT BASE OF DECK FOR WALKWAY Revisions CHECKREV.DATE BY DESCRIPTION Sheet Number: Project Number:Sheet : SHEET TITLE: PREPARED FOR: Date: SITE PLAN REBECCA EDSON-MEDEIROS 749 SANTUIT NEWTOWN ROAD MARSTONS MILLS, MASSACHUSETTS 1 125230of 1C - 02-10-2026 Certification: File Name: G:\My Drive\Projects\2025\25230 749 Santuit-Newtown Rd Marstons Mills MA\Drawings\25230 ST.dwg Saved 2/12/2026 11:38 AM Plotted: Feb 12, 2026 11:39:03am Tab: 24X36 Plotted By: Justin Lamoureux PROJECT: SITE IMPROVEMENTS 749 SANTUIT-NEWTOWN ROAD MARSTONS MILLS, MASSACHUSETTSMA 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 NIREENIGNEGS NOTE: GEOTEXTILE FILTER FABRIC TO BE MIRAFI 140N OR EQUIVALENT DRY WELL DETAIL NOT TO SCALE 1' MIN. 6' 4' 1' MIN. 2' 8" MIN. 12" MIN. FABRIC OVERLAP RECHARGE CHAMBER SECTIONMONOLITHIC OR KEYED CONNECTIONS (TYP.) FRAME AND GRATE/COVER (H20 LOAD) ADJUST WITH RISER WHERE NECESSARY FINISH GRADE (SEE SITE PLAN) GEOTEXTILE FILTER FABRIC ENVELOPE (SIDE SLOPES ONLY) 1-1/2" TO 3" WASHED CRUSHED STONE APPROVED SUBGRADE PRECAST BASIN 12" OF 1-1/2" TO 3" WASHED CRUSHED STONE MIN. TRENCH WIDTH FINAL BACKFILL INITIAL BACKFILL, 6"-12" ABOVE TOP OF PIPE. BEDDING MATERIAL HAUNCHING TO SPRINGLINE OF PIPE MINIMUM RECOMMENDEDSURFACE LIVE LOADING CONDITION * 4. COVER, in (mm) * 1. DRAINAGE PIPE TRENCH DETAIL NOT TO SCALE FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR TO EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS," LATEST EDITION; AS AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. 2. MINIMUM BEDDING THICKNESS TO BE 4" (100mm) FOR 4"-24" (100-600mm) AND 42"-48"(1050-1200mm) CORRUGATED POLYETHYLENE PIPE (CPEP); 6" (150mm) FOR 30"-36" (750-900mm) CPEP.H25 (FLEXIBLE PAVEMENT) H25 (RIGID PAVEMENT) E80 RAILWAY HEAVY CONSTRUCTION 12 (300) 12 (300) 24 (610) 48 (1220) MINIMUM COVER: MINIMUM RECOMMENDED DEPTHS OF COVER FOR VARIOUS LIVE LOADING CONDITIONS ARE SUMMARIZED IN THE FOLLOWING TABLE. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TAKEN FROM THE TOP OF PIPE TO THE GROUND SURFACE. MINIMUM TRENCH WIDTHS TO BE AS FOLLOWS: TOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT 8 (200) 10 (250) 12 (300) 15 (375) 18 (450) 25 (630) 28 (710) 31 (790) 34 (860) 39 (990) 3 BEDDING, HAUNCHING AND INITIAL BACKFILL: SUITABLE MATERIAL TO CONSIST OF CLEAN, HARD, PARTICLES OF GRAVEL MEETING THE FOLLOWING: SIEVE SIZE% PASSING 3/8"85-95 NO. 4 5-15 NO. 8 0-2 MATERIAL TO BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. THE MINIMUM COVER FOR A HDPE PIPE IS 1'-0" FOR H-20 TRAFFIC LOADS IF INSTALLED IN ACCORDANCE WITH AASHTO SECTION 30. THIS IS BASED ON EMPIRICAL CALCULATION OF LOAD RESPONSE, MANUFACTURER'S TESTING AND FIELD EXPERIENCE WITH THE PIPE. AASHTO SPECIFICATIONS SECTION 18.4.1.5 DEFINES THE MINIMUM COVER AS "ID/8 BUT NOT LESS THAN 12 INCHES". THIS COVER IS MEASURED FROM THE PIPE OD TO THE TOP OF A RIGID (CONCRETE) PAVEMENT OR THE BOTTOM OF A FLEXIBLE (BITUMINOUS) PAVEMENT. BOTH AASHTO AND ASTM, AS WELL AS MOST MANUFACTURERS, REQUIRE ADDITIONAL (TEMPORARY COVER, MOUNDED OVER THE PIPE AND REMOVED FOR FINAL GRADING AND PAVING, IS SUFFICIENT FOR LARGE CONSTRUCTION VEHICLE LOADS. NOTES: MIN. RECOMMENDED TRENCH WIDTH, in (mm) NOMINAL Ø in (mm) GROUND SURFACE UNDISTURBED EARTH HDPE PIPE FOUNDATION DETAIL PROVIDED BY ADVANCED DRAINAGE SYSTEMS, INC. ROOF DRAIN CLEANOUT NOT TO SCALE DETAIL PROVIDED BY ADVANCED DRAINAGE SYSTEMS, INC. 2" TYP. 1-FT MIN. COVER INJECTION MOLDED HDPE TEE FITTING OR 90° ELBOW HDPE PIPE SNAP CONNECTION INJECTION MOLDED 45° BEND (FOR WYE ONLY) INJECTION MOLDED 45° WYE OR TEE RISER TO SUIT CLEAN OUT END CAP ADJUST GRADE PER GRADING PLAN FINISHED GRADE PLAN VIEWSECTION AREA TO BE PROTECTED NOTES: 1.SILT SOCK MANUFACTURER TO BE SILT SOXX OR ENGINEER APPROVED EQUAL. 2.ALL MATERIAL TO MEET MANUFACTURER'S SPECIFICATIONS. 3.SEDIMENT SILT SOCK TO BE FILLED WITH LEAF COMPOST AND/OR WOODY MULCH PER MANUFACTURER'S REQUIREMENTS. 4.FOLLOWING CONSTRUCTION AND SITE STABILIZATION, ALL SEDIMENT/GRAVEL TO BE REMOVED AND DISPOSED OF OFF SITE. SOCK NETTING TO BE REMOVED AND DKSPOSED OF OFF SITE. INTERIOR SOCK COMPOST MATERIAL TO BE REMOVED OR DISPERSED ON SITE, AS APPROVED BY THE ENGINEER. SEDIMENT SILT SOCK DETAIL NOT TO SCALE 12"± WORK AREA WATER FLOW WORK AREA TWO - 2" x 2" WOOD STAKES SEDIMENT SILT SOCK (8" MIN.) STAKE MAX 10' O.C. SPACING SEDIMENT SILT SOCK AREA TO BE PROTECTED SURVEY NOTES: 1.THE TOPOGRAPHY AND EXISTING CONDITIONS DEPICTED HEREON WERE OBTAINED FROM AN INSTRUMENT SURVEY CONDUCTED ON THE GROUND BY STRONG TREE ENGINEERING. 2.THIS PLAN DOES NOT SHOW ANY RECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST. HOWEVER, THIS DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. 3.THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. 4.ALL PROPERTY AND BOUNDARY LINES DEPICTED ARE APPROXIMATE ONLY. 5.EXISTING CONTOUR INTERVALS ARE EQUAL TO ONE FOOT. 6.THE ACCURACY OF MEASURED PIPE INVERTS AND PIPE SIZES IS SUBJECT TO FIELD CONDITIONS, THE ABILITY TO MAKE VISUAL OBSERVATIONS, DIRECT ACCESS TO THE VARIOUS ELEMENTS AND OTHER CONDITIONS GENERAL CONSTRUCTION NOTES: 1.ALL SITE WORK TO COMPLETE THIS PROJECT AS INDICATED ON THE DRAWINGS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2.IMMEDIATELY CONTACT AND COORDINATE WITH THE ENGINEER AND OWNER IF ANY DEVIATION OR ALTERATION OF THE WORK PROPOSED ON THESE DRAWINGS IS REQUIRED. 3.UTILIZE ALL PRECAUTIONS AND MEASURES TO ENSURE THE SAFETY OF THE PUBLIC, ALL PERSONNEL AND PROPERTY DURING CONSTRUCTION IN ACCORDANCE WITH OSHA STANDARDS, INCLUDING THE INSTALLATION OF TEMPORARY FENCING BARRICADES, SAFETY LIGHTING, CONES, POLICE DETAIL AND/OR FLAGMEN AS DETERMINED NECESSARY BY THE TOWN. 4.MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY CONSTRUCTION PERMITS, PAY ALL FEES INCLUDING POLICE DETAILS AND POST ALL BONDS, IF NECESSARY, ASSOCIATED WITH THE SAME, AND COORDINATE WITH THE OWNER AND THE ENGINEER. 5.ALL EXISTING CONDITIONS SHOWN ARE APPROXIMATE AND ARE BASED ON THE BEST INFORMATION AVAILABLE. PRIOR TO THE START CONSTRUCTION VERIFY THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, NOTIFY THE OWNER AND THE ENGINEER PRIOR TO INSTALLING ANY PORTION OF THE SITE WORK WHICH WOULD BE AFFECTED. 6.THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS INDICATED ON THE DRAWINGS ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNING PERMITTING AUTHORITY IN THE TOWN, AND "DIGSAFE" (1-888-344-7233) AT LEAST THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION WORK IN PREVIOUSLY UNALTERED AREAS TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR MUST RESOLVE CONFLICTS BETWEEN THE PROPOSED UTILITIES AND FIELD-LOCATED UTILITIES AND REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED, INCOMPLETELY OR INACCURATELY SHOWN. THE CONTRACTOR MUST MAINTAIN ACCURATE RECORDS OF THE LOCATION AND ELEVATION OF ALL WORK INSTALLED AND EXISTING UTILITIES FOUND DURING CONSTRUCTION FOR THE PREPARATION OF THE AS-BUILT PLAN. 7.COORDINATE AND MAKE ALL CONNECTION ARRANGEMENTS WITH UTILITY COMPANIES, AS REQUIRED. 8.THE CONTRACTOR MUST MAINTAIN ALL EXISTING UTILITIES IN WORKING ORDER AND FREE FROM DAMAGE DURING THE ENTIRE DURATION OF THE PROJECT. REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COST RELATED TO THE REPAIR OF UTILITIES. EXCAVATION REQUIRED WITHIN THE PROXIMITY OF EXISTING UTILITY LINES MUST BE DONE BY HAND. 9.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH AND MAINTAIN ALL CONTROL POINTS AND BENCHMARKS DURING CONSTRUCTION INCLUDING BENCHMARK LOCATIONS AND ELEVATIONS AT CRITICAL AREAS. COORDINATE WITH THE ENGINEER THE LOCATION OF ALL CONTROL POINTS AND BENCHMARKS. 10.SITE LAYOUT SURVEY REQUIRED FOR CONSTRUCTION MUST BE PROVIDED BY THE CONTRACTOR AND PERFORMED BY A MASSACHUSETTS REGISTERED PROFESSIONAL LAND SURVEYOR. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE SURVEYOR FOR ALL SITE SURVEY WORK. 11.MAINTAIN ALL GRADE STAKES SET BY THE SURVEYOR. GRADE STAKES ARE TO REMAIN UNTIL A FINAL INSPECTION OF THE ITEM HAS BEEN COMPLETED BY THE ENGINEER. RE-STAKING OF PREVIOUSLY SURVEYED SITE FEATURES IS THE RESPONSIBILITY (INCLUDING COST) OF THE CONTRACTOR. 12.UNLESS OTHERWISE INDICATED ON THE DRAWINGS AND/OR IN THE SPECIFICATIONS, ALL SITE CONSTRUCTION MATERIALS AND METHODOLOGIES ARE TO CONFORM TO THE MOST RECENT VERSION OF THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (THE MASSACHUSETTS HIGHWAY DEPARTMENT 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES, THE 2002 SUPPLEMENTAL SPECIFICATIONS, AND THE 2005 STANDARD SPECIAL PROVISIONS) OR RHODE ISLAND DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 13.PROVIDE ALL CONSTRUCTION SERVICE IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS REGARDING NOISE, VIBRATION, DUST, SEDIMENTATION CONTAINMENT, AND TRENCH WORK. 14.COLLECT SOLID WASTES AND STORE IN A SECURED DUMPSTER. THE DUMPSTER MUST MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. 15.RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE PER SPECIFICATIONS. LEAVE ALL AREAS NOT DISTURBED BY CONSTRUCTION IN THEIR NATURAL STATE. 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. 16.REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEAN UP AND REMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE. PROMPTLY REMOVE ALL DEMOLITION DEBRIS FROM THE SITE TO AN APPROVED DUMP SITE. 17.ALL TRUCKS LEAVING THE SITE MUST BE COVERED. 18.DO NOT WASH ANY CONCRETE TRUCKS ONSITE. REMOVE BY HAND ANY CEMENT OR CONCRETE DEBRIS LEFT IN THE DISTURBED AREA. 19.BURIAL OF ANY STUMPS, SOLID DEBRIS, AND/OR STONES/BOULDERS ONSITE IS PROHIBITED. 20.AT THE END OF CONSTRUCTION, REMOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE SITE [AS INDICATED IN THE SPECIFICATIONS]. PERFORM A THOROUGH INSPECTION OF THE WORK PERIMETER. COLLECT AND REMOVE ALL MATERIALS AND BLOWN OR WATER CARRIED DEBRIS FROM THE SITE. GENERAL DEMOLITION NOTES: THIS PLAN SET DOES NOT INCLUDE DETAILS & SPECIFICATIONS FOR ALL DEMOLITION WORK REQUIRED WITHIN THE PROPOSED CONSTRUCTION LIMITS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER, PROJECT ARCHITECT, MECHANICAL ENGINEERS AND OTHER PROJECT ENGINEERS INVOLVED WITH THE PROPOSED NEW CONSTRUCTION TO DEVELOP A SUITABLE DEMOLITION PLAN, WHICH WILL ALLOW THE FACILITIES TO REMAIN IN OPERATION DURING THE ENTIRETY OF CONSTRUCTION. 1.UNLESS OTHERWISE NOTED, THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION, DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES, OF ALL EXISTING SITE ELEMENTS AND STRUCTURES INCLUDING, BUT NOT LIMITED TO, BUILDINGS, ROADWAYS, PARKING AREAS, PARKING ISLANDS, BITUMINOUS CONCRETE, CEMENT CONCRETE, GRAVEL, CURBS, WALKWAYS, SIDEWALKS, BERMS, FENCES, BOLLARDS, POSTS, PLANTING BEDS, TREES, SHRUBS, UTILITIES, DRAINAGE STRUCTURES AND ALL OTHER STRUCTURES SHOWN AND NOT SHOWN WITHIN CONSTRUCTION LIMITS, AND WHERE NEEDED, TO ALLOW FOR NEW CONSTRUCTION. ALL FACILITIES TO BE REMOVED ARE TO BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER SPECIFICATIONS. 2.REMOVE ALL DEBRIS FROM THE SITE AND DISPOSE OF THE DEBRIS IN A PROPER AND LEGAL MANNER. 3.OBTAIN ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 4.MAINTAIN CONTINUOUS ACCESS AND OPERATION FOR SURROUNDING FACILITIES, AS DEEMED BY THE OWNER, AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 5.PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. PARCEL LOCUS 1" = 1000' RETAINING WALL DETAIL - OPTION 1 NOT TO SCALE 8" 12" 4" MAX. HEIGHT 48" SEE SITE PLAN 3 4" ANGULAR CLEAR GRAVEL (NO FINES) CONCRETE ADHESIVE BETWEEN LAYERS CAP STONE MIRAFI 140N FILTER FABRIC OR APPROVED EQUIVALENT COMPACTED CRUSHED GRAVEL FOOTING PER MANUFACTURERS SPECIFICATIONS PRECAST MODULAR BLOCK WALL 6" MIN. COMPACTED NATIVE SUBGRADE NOTES: 1.WALL TO BE CONSTRUCTED OF UNILOCK, KEYSTONE, OR APPROVED EQUIVALENT. 2.WALL COLOR AND PATTERN TO BE DETERMINED BY THE OWNER. 3.EXCAVATE ANY UNSUITABLE, UNSTABLE OR UNCONSOLIDATED MATERIAL FROM SUBGRADE. 4.INSTALL PER MANUFACTURERS RECOMMENDATIONS AND GUIDELINES. 5.COMPACT SUBGRADE TO 95% AND WALL FOOTING TO 98% STANDARD PROCTOR DENSITY. 24" TYP. STONE FILTER STRIP 12" MIN. RAIL TIE RETAINING WALL - OPTION 2 NOT TO SCALE EACH TIE SET BACK 2" COMPACTED SUBGRADE SUBMERGE PILING 4' MINIMUM BELOW GRADE TIMBER PILING TO BE NOTCHED 3" DEEP TO FIT BOTTOM TIE TIMBER TIE 8X8 TIMBER PILING 8 x 8 4" REBAR-LOCATE 9' O.C. GRAVEL BASE 02/10/26