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HomeMy WebLinkAboutBLDE-19-001971LAND SUBJECT TO COASTAL STORM FLOWAGE MARSH NORTH/SOUTH ORIENTATION FOR DECKING; SEE PIER PROPOSED 4' X 20f' PIER DETAILS DECK EL.=10.0t 0:1 SLOPE z � � Q - v TL MHW EX. SPARTINA VEGETATION COASTAL BEACH 58'f FROM MHW TO END PROPOSED STEPS / PROPOSED 4' X 23t PIER DECK EL.=6.0f IFSI PROPOSED 8" DIAM. PILES, 20 FEET LONG ALONG ENTIRE ��� BULKHEAD 6 OC PROPOSED 8 DIAM. PILES, 20 FEET LONG 2x6RAIL CAP — 2 x 4 RAILS 2 x 6 DECKING l� W/ 3/4" SPACING ° BETWEEN PLANKS 4 x 6 POST x8 JOISTS FLUSH RAMED > 2' O.C. AND NAILED o rYP) (2)2x8 ° STRINGERS ° 2-2x8YOKE 8" PILE TYPICAL PIER DETAIL REVISIONS: No. DATE 1 08-27-17 BOAT LIFT REVISIONS 10-06-17 CHANGE PH F NOTFS LAND UNDER OCEAN LOWET POSITION ALLOWED EXISTING GRADE V V SEC TION A -A SCALE: 1"= 8' 9- Avg PrYZTC F70P PAII IN(`_ 4ZII1DP(1PT 7- 7vR Yr)vp" PLATFORM IN RAISED POSITION PROPOSED 16.75' X i 14' BOAT LIFT PROPOSED 1' DIAM. ANCHOR PILES, 24 FEET LONG 2x8 JOISTS FLUSH Ll— "" ""' PERMANENT PILE N d - z LO DECKING (NORTH/ TH ORIENTATION) 2 — 2x8 STRINGERS (EACH SIDE) W/2 — 5/8"0 THRU BOLTS @ POST CONNECTOR 4' SCALE: ," = 2' PIER PLAN VIEW DETAIL. TIMBER PILE NOTES GENERAL NOTES: NOT TO SCALE 1. ALL TIMBER FOUNDATION PILES SHALL BE OF TYPE 1 SPECIES LUMBER 1. SUPPLY ALL MATERIAL, EQUIPMENT AND LABOR FOR ROUT EDGES AS DEFINED IN SECTION 1822.0 OF THE MASSACHUSETTS STATE BUILDING CONSTRUCTION OF PERMANENT PIER, RAMP, AND FLOAT AS CODE AND SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE DESCRIBED AND SHOWN ON PLAN AND DETAILS. "STANDARD FOR ROUND TIMBER PILES", ASTM D-25. 2. ALL TIMBER PILES SHALL MEET THE MINIMUM REQUIREMENTS FOR LOADING. 2. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND THE ORDER OF 3. BEFORE ANY TREATED PILES ARE DRIVEN, A CERTIFICATION SHALL BE CONDITIONS ISSUED BY THE BARNSTABLE CONSERVATION SUBMITTED, CERTIFYING THAT THE PILES WERE FREE NON—APPROVED CHEMICALS COMMISSION. AND APPROVED BY THE CONSERVATION COMMISSION. W 4. PILES SHALL BE 800 PSI MINIMUM COMPRESSIVE STRENGTH PARALLEL 3. ACCESS TO BE FROM THE PATH ON THE APPLICANT'S TO GRAIN AND SHALL MEASURE AT LEAST EIGHT INCHES (8") IN PROPERTY, OR FROM WORKING BARGE. WORKING BARGE BOL DIAMETER AT THE TIP. NOT TO BE LOCATED OVER MARSH AT ANY TIME. STAGING AREA FOR MATERIALS TO BE IN THE APPLICANT'S 5. EACH PILE SHALL BE DRIVEN BY MECHANICAL MEANS, IN ONE PIECE, DRIVEWAY. WITHOUT SPLICING, AND SHALL BE DRIVEN TO THE DEPTHS SPECIFIED IN SECTIONS A—C OR REFUSAL ENGINEER SHALL BE NOTIFIED IF REQUIRED 4. METAL TO BE HOT DIPPED GALVANIZED AFTER DEPTH CAN NOT BE ATTAINED. FABRICATION. ALL TIMBER IN CONTACT WITH GROUND AND FRAMED © 2' O.C. AND UNDER WATER TO BE NON ACQ OR CCA PRESSURE 2x6 DECKING 6. DURING THE PILE DRIVING OPERATION, ANY SUDDEN DECREASE IN TREATED DRIVING RESISTANCE SHALL BE INVESTIGATED WITH REGARD TO THE POSSIBILITY OF BREAKAGE OF THE PILE, AND IF SUCH SUDDEN DECREASE 5. NO MACHINERY OR EQUIPMENT TO OPERATE IN THE IN DRIVING RESISTANCE CANNOT BE CORRELATED TO BORING DATA, AND MARSH. 2 — 2x8 STRINGERS IF THE PILE CANNOT BE REMOVED FOR INSPECTION, IT SHALL BE CONSIDERED ADEQUATE REASON FOR THE REJECTION OF THE PILE. 6. CONSTRUCTION DETAILS TO BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 7. JETTING, AUGURING AND OTHER METHODS OF PRE—EXCAVATION TO ACHIEVE THE MINIMUM TIP ELEVATION MAY NOT BE PERMITTED WITHOUT 8. DISTURBED AREAS TO BE REVEGETATED TO MATCH _ PRIOR APPROVAL BY THE ENGINEER. WHERE PERMITTED, THE PRE—CONSTRUCTION CONDITIONS. PRE—EXCAVATION MUST BE CARRIED OUT IN A MANNER WHICH WILL NOT IMPAIR THE CARRYING CAPACITY OF THE PILES ALREADY IN PLACE. 9. OFF—SEASON STORAGE OF RAMP AND FLOAT, IF POST CONNECTOR IMMEDIATELY AFTER COMPLETION OF JETTING OR AUGURING, THE PILE DESIRED, SHALL BE AN APPROVED UPLAND LOCATION SUCH SHALL BE ADVANCED TO THE MAXIMUM DEPTH OF PRE—EXCAVATION AND AS THE APPLICANT'S DRIVEWAY. 0 DRIVEN BELOW THIS DEPTH TO THE REQUIRED DEPTH SPECIFIED HEREIN. 10. MINIMUM SPACE BETWEEN ALL DECK PLANKING TO BE 2— 3/4-0 BOLTS 8. THE PILE DRIVING CONTRACTOR SHALL KEEP AND SUBMIT A PILE 3/4", WITH PLANKING ORIENTED NORTH—SOUTH. DRIVING LOG FOR EACH PILE. 11. PIER LIGHTS TO BE 10' ON CENTER. 25 WATT BAFFLED. PIER TO INCLUDE BUBBLER SYSTEM TO PREVENT WINTER ICING. SPECIAL REQUIREMENTS FOR COASTAL CONSTRUCTION 3X6 BRACING WITH 1. SPECIAL PROVISIONS FOR COASTAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDA11ONS FOUND IN THE "COASTAL CONSTRUCTION MANUAL" AS PUBLISHED BY THE FEDERAL EMERGENCY 3/4" DIA. BOLTS MANAGEMENT AGENCY (FEMA -55). 2. ALL STEEL MEMBERS, CONNECTIONS, CONNECTORS, ETC. SHALL BE HOT DIPPED GALVANIZED. ALL METAL CONNECTORS MUST BE ROUTINELY INSPECTED AND MAINTAINED OVER THE SERVICEABLE LIFE OF THE STRUCTURE. N d - z LO DECKING (NORTH/ TH ORIENTATION) 2 — 2x8 STRINGERS (EACH SIDE) W/2 — 5/8"0 THRU BOLTS @ POST CONNECTOR 4' 2x6 HANDRAILS ROUT EDGES 2x4 4x6 POSTS (TYP) 2x4 SIDE RAILS W 3/8"0 THRU BOL 2x8 JOISTS FLUSH FRAMED © 2' O.C. AND 2x6 DECKING (NOF NAILED (TYP) SOUTH ORIENTATI 2 — 2x8 STRINGERS (EACH SIDE) W/2 — ! _ 5/8"0 THRU BOLTS @ POST CONNECTOR o 0 2— 2x8 YOKE ° 2— 3/4-0 BOLTS O ° 3X6 BRACING WITH 3/4" DIA. BOLTS o 8"0 x 20' PERMANENT PILE EXISTING I GRADE ANCHOR TYPE TO BE APPROVED BY ENGINEER SEC TION C- C NOT TO SCALE GENERAL NOTES: HYDROGRAPHER: LAND & SEA ENGINEERING ROY OKUROWSKI PO Box 2907. Avon, Co 508-776-0956 RO !N`� cn 1453w TITLE: 39 Prince Road Yarmouth, MA Proposed Pier and Boat Lift Permitting/Design Plan PREPARED FOR: Peter Zorzi Ma 29 /Lot 90 Wesi Yarmouth, MA DATE: 06-06-17 COMP./DESIGN: ROY OKUROWSKI P.E. CHECK: REO DRAWN: REO SCALE: NOTED JOB NO.: zorzi __F30F3 10 5 0 10 20 i PLAN REFERENCES: ASSESSORS MAP 29, PARCEL 90 DA TUM NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 DATUM MLW = 0.0' MHW = 3.0' HTL = 4.0' L LEGEND EXISTING No. DATE BOUND © WOOD PILE HYDROGRAPHER: FENCE ---- TB -2 Avon, Co 508-776-0956 Q TEST BORING MOORING - -10 - — CONTOUR x-3.4 SPOT GRADE REVISIONS: No. DATE 1 08-27-17 BOAT LIFT REVISIONS GENERAL NOTES: HYDROGRAPHER: LAND & SEA ENGINEERING ROY OKUROWSKI PO Box 2907. Avon, Co 508-776-0956 OF MqS � Ra r 1453 I'�'` TI TLE: 39 Prince Road Yarmouth, MA Proposed Pier and Boat Lift Over all Vicinity Plan PREPARED FOR: Peter Zorz i Map 29 / Lot 90 Wesiarmo Y ut h, MA DATE: 06-06-17 COMP./DESIGN: ROY OKUROWSKI P.E. CHECK: REO DRAWN: REO SCALE: 1"=40' HOR JOB NO.: zorzi 2OF3 40 20 0 40 80