The URL can be used to link to this page

Home My WebLink AboutLandscape Plan - 2.15.201920 10 0 —5 G7 0+00 ;III. Sediment 0C, Control Line Wildflower Native Grass Meadow 5 5p' t LAWN --; I BVW-�— ,3'BEOACHAL LAND UNDER OCEAN (SALT POND) I I 30'± COASTAL BANK TOB BOB FEMA FLOOD EL. = 9, PIER, RAMP AND FLOAT EXTEND 47'±BEYOND MHW -----� CONSTRUCTION NOTES: 1. LLLVAIIUNS KLFLN 10 NAVD 88. CONTACT DOWN CAPE ENGINEERING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUT SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY. 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE PROPOSED WORK. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 4. THE DOCK INSTALLATION SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN CONTACT WITH THE MARSH. 5. A WORK LIMIT SHALL BE STAKED AND MAINTAINED TO INSURE MINIMAL ACTIVITY IN THE THE EXISTING MARSH WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. MATERIALS AND EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY DURING TIMES OF HIGH TIDE AND WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS OF LOW TIDE. 6. PILES SHALL BE DRIVEN BUTT END FIRST TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. PILES CAN BE INITIALLY I JETTED TO SET, BUT THEN SHALL BE MECHANICALLY DRIVEN FROM THE WORKING BARGE. EACH BENT BEYOND MHW SHALL BE ANCHORED TO THE BOTTOM WITH A HELICAL OR MANTA STYLE ANCHOR FOR PROTECTION OF ICE UPLIFT. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE—CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING E6UIPMENT FROM THE SITE. 8. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE—CONSTRUCTION CONTOURS AND CONDITIONS. 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. 10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEE , UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. 4' 2"x6" RAILING CAP 4"x4" POST BOLTED Qay,,)I,Canoe THROUGH YOKES AND TYP2"x4" RAILINGS (TYP) JOISTS (TYP) ° 2"x12" STRINGERS (81 TOTAL, TYP) RECESSED DECKING OR (4) 4'x10" W/ 3/4" SPACING KAYAK STORAGE 3/4" THROUGH—BOLTS BRACING (2 TYP, -- - _ -_ (TYP) EACH SIDE) 3"x10" YOKE; (2) TYP. 3"x8" CROSS BRACING, (TYP) 3/4" THROUGH BOLT WITH DOCK WASHERS (TYP) 10" GREENHEART PILE (INSTALL BUTT END DOWN, TYP) OR ° PEARSON FIBERGLASS PILES ° "INSTALL SCREW ANCHOR AT EACH BENT BEYOND MHW TO PREVENT ICE UPLIFT .DOCK SECTION B- B EL E VA TION D E TA I L 2—SCALE JDCE #18-277 1+ 00 SECTION A -A ELEVATION DETAIL 10—SCALE 20 LL•J 0 —5 SURVEY NOTES: RECORD OWNER: RICHARD HACSUNDA C/O PAUL BUCKLEY 32 MAYFLOWER TERRACE, SOUTH YARMOUTH, MA 02664 ASSESSORS MAP 110, PARCEL 35 DEED BK. 31074 PG. 199 PLAN BK. 94, PG, 11 PROPERTY LIES WITHIN RESIDENTIAL ZONE R40. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY DOWN CAPE ENGINEERING IN JULY, 2018 AND COMPILED FROM PLANS ON RECORD RECORDED IN'THE BARNSTABLE COUNTY REGISTRY OF DEEDS. PARCEL APPEARS TO LIE WITHIN FLOOD ZONE AE (EL. 9' NAVD 88) PER FIRM PANEL #583 OF 875, COMMUNITY MAP NUMBER 25001 CO591 J EFFECTIVE DATE JULY 16, 2014 AS SHOWN ON THE FEMA ON—LINE DATA BASE. WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY BRAD HALL DATUM FOR ALL ELEVATIONS = NAVD 88 MEAN HIGH WATER = 1.9' NAVD 88 MEAN LOW WATER = —0.3 NAVD 88 SOURCE; DIRECT MEASUREMENT WITH HOBO U20L WATER LEVEL LOGGER BY SHOREFRONT CONSULTING THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS THEREFORE NOT SUBJET TO MESA REVIEW 2"x6" CAP RAILING B TYP 2 2/12/19 ADD LANDSCAPING DETAILS PROPOSED 12" DIAM. x 30' NO. MTE REVISION DECK 5/8" THROUGH PROJECT NO. 18-277 scAlE AS SHOWN 2"x6" DECKING W/ 3/4" LONG GREENHEART PILES; TOP DATE 10/25/2018 SPACING; OVERLAP 1" (TYP) DRAWN BY MCB ° CHECKED BY MCB 1PROPOSED 3'08' RAMP DRAWING NO. 18-277.DWG OF PILE = 12' NAVD (2 TOTAL) 939 MAIN STREET YARMOUTHPORT,- MA 02675 (508) 362-4541 SHOREFRONT CONSULTING PROPOSED 4'x42' PIER; DECK •PRO • DENNISPORT, MA. 02639 3/4" THROUGH i HEIGHT = 7.9'f AVD88 SED 2'x8' ST RAGE BENCH 1 Or 1 SHEETS BOLT WITH DOCK EX. GRADE WASHERS (TYP) PROPOSED 10' 'ET. Y ----- FEMA FLOOD go Q ' X 20' FLOAT 1 B DOCK SECTION A -A ELEVATION DETAIL J ' Poposed Kayak MHW= 1.9' R cks (4 total) i l Q ' �: MLW= —0.3' 01 C) >I I '5. 3.3' m: J: —3 MLW= —3.3' Lj_ : LLI: EX. GRADE 7=7� EX. GRADE PUT ADDITIONAL FLOTATION :E ON THIS END 20' 7 20' O N ui N L6 I I JDCE #18-277 1+ 00 SECTION A -A ELEVATION DETAIL 10—SCALE 20 LL•J 0 —5 SURVEY NOTES: RECORD OWNER: RICHARD HACSUNDA C/O PAUL BUCKLEY 32 MAYFLOWER TERRACE, SOUTH YARMOUTH, MA 02664 ASSESSORS MAP 110, PARCEL 35 DEED BK. 31074 PG. 199 PLAN BK. 94, PG, 11 PROPERTY LIES WITHIN RESIDENTIAL ZONE R40. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY DOWN CAPE ENGINEERING IN JULY, 2018 AND COMPILED FROM PLANS ON RECORD RECORDED IN'THE BARNSTABLE COUNTY REGISTRY OF DEEDS. PARCEL APPEARS TO LIE WITHIN FLOOD ZONE AE (EL. 9' NAVD 88) PER FIRM PANEL #583 OF 875, COMMUNITY MAP NUMBER 25001 CO591 J EFFECTIVE DATE JULY 16, 2014 AS SHOWN ON THE FEMA ON—LINE DATA BASE. WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY BRAD HALL DATUM FOR ALL ELEVATIONS = NAVD 88 MEAN HIGH WATER = 1.9' NAVD 88 MEAN LOW WATER = —0.3 NAVD 88 SOURCE; DIRECT MEASUREMENT WITH HOBO U20L WATER LEVEL LOGGER BY SHOREFRONT CONSULTING THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS THEREFORE NOT SUBJET TO MESA REVIEW 2"x6" CAP RAILING B TYP 2 2/12/19 ADD LANDSCAPING DETAILS 2"x4" RAILING NO. MTE REVISION TYP 5/8" THROUGH PROJECT NO. 18-277 scAlE AS SHOWN 2"x6" DECKING W/ 3/4" BOLT `TYP DATE 10/25/2018 SPACING; OVERLAP 1" (TYP) DRAWN BY MCB ° CHECKED BY MCB 32 MAYFLOWER TERRACE SOUTH YARMOUTH DRAWING NO. 18-277.DWG 2"x12" STRINGERS 3 939 MAIN STREET YARMOUTHPORT,- MA 02675 (508) 362-4541 SHOREFRONT CONSULTING (TYP) 3"x10" YOKE; DENNISPORT, MA. 02639 3/4" THROUGH (2) TYP. _ 1 Or 1 SHEETS BOLT WITH DOCK WASHERS (TYP) ,„_-3"x8" CROSS BRACING, (TYP) ----- 10" FIBERGLASS PILES (TYP) B DOCK SECTION A -A ELEVATION DETAIL PROPOSED 4'x42' PIER PROPOSED 2'x8' STORAGE BENCH 2—SCALE 0 N PROPOSED 3'x18' RAMP o 0 w N 0 CL or a DOCK PLAN VIEW 10—SCALE Scale: 1"= 20' 0 10 20 30 40 50 FEET LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 110 PARCEL 35 DATE DANIEL A. OJALA, P.E., P.L.S. �;,,.nv� o�.►ty 1 11/27/18 MHW/MLW ON PLAN VIEW 2 2/12/19 ADD LANDSCAPING DETAILS NO. MTE REVISION gy SHEET VIE PLAN SHOWING PROJECT NO. 18-277 scAlE AS SHOWN PROPOSED DOCK DATE 10/25/2018 PROJECT DRAWN BY MCB PAUL B U C K L E Y CHECKED BY MCB 32 MAYFLOWER TERRACE SOUTH YARMOUTH DRAWING NO. 18-277.DWG DOWN CAPE ENGINEERING, INC. 939 MAIN STREET YARMOUTHPORT,- MA 02675 (508) 362-4541 SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM 1 Or 1 SHEETS