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Home My WebLink About83-2022 - Walkway & Dock Plan 214 m; 12 ....... 10 .-- 8 .... 4 .,...., 2 _.. 0 .... -2 -4 0+00 SITE PLAN (EXISTING) 15 0 15 30 60 SCALE: 1"=30' FLOOD ZONE AE (EL. =111' NAVD88) 0+20 0+40 LSCSF I VEGETATED BUFFER r -F LIMIT OF MODERATE WAVE ACTION (SEE SURVEYINOTE 10) 0+60 SECTION A -A PLAN VIEW 5 to ?° SCALE: 1"=10' • :• 17' SPAN (T"P) JO+1 EXISTING WALKWAY (DECK EL. VARIES FROM 3.7' TO 1.38') 120 I 0+140 PROPOSED 16' LONG PILES (TYP) 0+160 0+180 SECTION A -A ELEVATION 5 0 5 10 20 SCALE: 1"=10' 0+200 0+220 0+240 CONSTRUCTION NOTES: ` LEWIS BAY _ 1. ELEVATIONS REFER TO NAVD 88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN 1ST R R1NCE RO / , ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY. P / 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE WALKWAY AND STEPS. I EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF X j LOCUS INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED ` �P BY THE YARMOUTH CONSERVATION AUTHORITIES. 4. ALL WORK SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS 9G ,Y\ MUCH AS PRACTICAL. THE REMAINDER OF WORK SHALL BE c ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE T� COME IN CONTACT. WITH THE MARSH. W 5. A WORK LIMIT SHALL BE STAKED AND MAINTAINED TO INSURE I/ MINIMAL ACTIVITY IN THE THE EXISTING MARSH WITH MINIMAL I �._ ACTIVITY OCCURRING BEYOND THE WORK LIMIT. MATERIALS AND �� _ YARMOUTH, M EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY DURING OF HIGHBARGE TOMBE ANCH REDIDE TTO AVOID BOTTOMINGAND WHEN NOTNOUTED RINGING KEY Y MAP - PERIODS OF LOW TIDE. f 11"" = 600'' 6. PILES SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN, IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING, PILES LEGEND CAN BE INITIALLY JETTED TO SET, BUT THEN SHALL BE MECHANICALLY DRIVEN FROM THE WORKING BARGE. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE - - - EDGE OF MARSH RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE mHw MEAN HIGH WATER APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. 6. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND „ MI -w, MEAN LOW WATER RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS. -----2--- ELEVATION CONTOUR 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH PROPERTY LINE CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. 10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, 1173 fm m rs LIMIT OF WORK/ACCESS UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT SALT MARSH CONSULTING. 11. THE DOCK IS PERMITTED FOR THE DOCKING OF DINGHY WITH A SPARTINA ALTERNIFLORA MAXIMUM LENGTH OF 12 FEET, 12. THE FLOAT SHALL BE FITTED WITH FLOAT STOPS TO MAINTAIN 30 N INCHES OF CLEARANCE TO THE BOTTOM FOR SHELLFISH HABITAT. n 4- 2"x6" RAILING CAP W 4"x4" POST BOLTED THROUGH YOKES AND 2"x4" RAILINGS (TYP) JOISTS (TYP) rRECESSED DECKING 2"x12" STRINGERS j W/ 3/4" SPACING (6 TOTAL, TYP), i1 OPTIONAL (3) 4"x10" 3/4" THROUGH -BOLTS (TYP) I R 3"x10" YOKE; (2) TYP. T " 3"x8" CROSS " R BRACING, (TYP) THROUGH BOLT WITH DOCK WASHERS (TYP) 10" GREENHEART PILE (INSTALL " BUTT END DOWN, TYP) INSTALL SCREW ANCHOR AT EACH BENT BEYOND MHW TO PREVENT ICE UPLIFT SECTION B -B DETAIL 7+ 4 SCALE: 1"=2' SURVEY NOTES: 1. RECORD OWNER: MILLS MARILYN S. P.O. BOX 724 FISKDALE, MA. 01518 DEED BK:10620 PG:262 PLAN BK:512 PG:076 2. PROPERTY IS SHOWN ON ASSESSORS MAP 029, PARCEL 97.2 AND APPEARS TO LIE WITHIN THE RESIDENTIAL DISTRICT R-25 PER THE TOWN OF YARMOUTH ZONING MAP. 3. PROPERTY LINES AND EXISTING CONDITIONS AS SHOWN WERE DERIVED FROM AN ON THE GROUND SURVEY CONDUCTED ON JANUARY 15, 2015, LINES OF OCCUPATION, AND FOUND MONUMENTATION. 4. ORIGIN OF BEARINGS IS PLAN 512, PAGE 076, RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. 5. ORIGIN OF ELEVATIONS ARE NAVD 88, DETERMINED FROM A GPS SURVEY CONDUCTED ON JANUARY 19, 2015. 6. PARCEL APPEARS TO LIE WITHIN THE AE (EL.=11') AND X FLOOD ZONES PER FIRM MAP 25001 PANEL 569 OF 875, LAST REVISED JULY 16, 2014 AS SHOWN ON THE FEMA WEBSITE. 7. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE, 8. THE PROPOSED WORK IS NOT LOCATED WITHIN A NHESP BOUNDARY AND THEREFORE IS NOT SUBJECT TO MESA REVIEW. 9. MHW = 1.9' NGVD (1.1' NAVD88) MLW = -1.0' NGVD (-1.8' NAVD88') SOURCE; ARMY CORPS PROFILE #9 DATED 1988 OBSERVED MHW = APPROX. 1.1' NAVD88 OBSERVED MLW = APPROX. -1.5 NAVD88 10. FLOOD ZONES ARE SHOWN FOR INFORIMATION ONLY, WERE SCALED IN FROM THE FLOOD MAPS AND ARE NOT PART OF A FORMAL FLOOD SURVEY. 2"x6" RAILING a s E 2"x4" RAILING 5/8" THROUGH 2"x6" DECKING W/ �4" BOLT TYP SPACING; OVERLAP 1" (TYP) 2"x12" STRINGERS R (TYP) 3"x10" YOKE; 3/4" THROUGH (2) TYP. BOLT WITH DOCK WASHERS (TYP) ,,i3"x8" CROSS BRACING, (TYP) 10" GREENHEART PILES (TYP) B SECTION A -A WALKWAY DETAIL 112'± SALT MARSH I COASTAL BEACH ��- -LAND -� SHEET TTLE PROJECT N0. PLAN SHOWING RECONSTRUCTED SC -46 SALT PONDR WALKWAY & PROPOSED DINGHY DOC i--- RAMP AND FLOAT EXTEND 48'1 BEYOND MHW EXSTING WALKWAY EXTENDS 116'±; PROPOSED TO BE RECONSTRUCTED TO EL. 7'; WITH 25' LANDWARD APPROACH SECTION �_ 290 CENTER STREET EXISTING 4'x116' ELEVATED WALKWAY BE RECONSTRUCTED; TOP OF DECK= (PROPOSED TO 7.0' NAVD88, MHW=1.1' PROPOSED 3'x20' RAMP MLW= TOTAL LENGTH TO BE 127')PROPOSED OF A SHEETS -1 8 30' PILES 2 SEE SECTION A -A DETAIL �.__.. _.. _ _._.,6,X8, _ _._... __ ...,. PROPOSED 2'x8' _ !_... .. cTnaerl r ac,J,_w . JA+.IMWI_!_... 1,..... . ...1......, PROPOSED 30".FLOAT • :• 17' SPAN (T"P) JO+1 EXISTING WALKWAY (DECK EL. VARIES FROM 3.7' TO 1.38') 120 I 0+140 PROPOSED 16' LONG PILES (TYP) 0+160 0+180 SECTION A -A ELEVATION 5 0 5 10 20 SCALE: 1"=10' 0+200 0+220 0+240 CONSTRUCTION NOTES: ` LEWIS BAY _ 1. ELEVATIONS REFER TO NAVD 88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN 1ST R R1NCE RO / , ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S PROPERTY. P / 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE WALKWAY AND STEPS. I EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF X j LOCUS INTENT, THE RESULTING ORDER OF CONDITIONS AND AS DIRECTED ` �P BY THE YARMOUTH CONSERVATION AUTHORITIES. 4. ALL WORK SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS 9G ,Y\ MUCH AS PRACTICAL. THE REMAINDER OF WORK SHALL BE c ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE T� COME IN CONTACT. WITH THE MARSH. W 5. A WORK LIMIT SHALL BE STAKED AND MAINTAINED TO INSURE I/ MINIMAL ACTIVITY IN THE THE EXISTING MARSH WITH MINIMAL I �._ ACTIVITY OCCURRING BEYOND THE WORK LIMIT. MATERIALS AND �� _ YARMOUTH, M EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY DURING OF HIGHBARGE TOMBE ANCH REDIDE TTO AVOID BOTTOMINGAND WHEN NOTNOUTED RINGING KEY Y MAP - PERIODS OF LOW TIDE. f 11"" = 600'' 6. PILES SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN, IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING, PILES LEGEND CAN BE INITIALLY JETTED TO SET, BUT THEN SHALL BE MECHANICALLY DRIVEN FROM THE WORKING BARGE. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE - - - EDGE OF MARSH RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE mHw MEAN HIGH WATER APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. 6. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND „ MI -w, MEAN LOW WATER RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS AND CONDITIONS. -----2--- ELEVATION CONTOUR 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH PROPERTY LINE CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. 10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, 1173 fm m rs LIMIT OF WORK/ACCESS UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT SALT MARSH CONSULTING. 11. THE DOCK IS PERMITTED FOR THE DOCKING OF DINGHY WITH A SPARTINA ALTERNIFLORA MAXIMUM LENGTH OF 12 FEET, 12. THE FLOAT SHALL BE FITTED WITH FLOAT STOPS TO MAINTAIN 30 N INCHES OF CLEARANCE TO THE BOTTOM FOR SHELLFISH HABITAT. n 4- 2"x6" RAILING CAP W 4"x4" POST BOLTED THROUGH YOKES AND 2"x4" RAILINGS (TYP) JOISTS (TYP) rRECESSED DECKING 2"x12" STRINGERS j W/ 3/4" SPACING (6 TOTAL, TYP), i1 OPTIONAL (3) 4"x10" 3/4" THROUGH -BOLTS (TYP) I R 3"x10" YOKE; (2) TYP. T " 3"x8" CROSS " R BRACING, (TYP) THROUGH BOLT WITH DOCK WASHERS (TYP) 10" GREENHEART PILE (INSTALL " BUTT END DOWN, TYP) INSTALL SCREW ANCHOR AT EACH BENT BEYOND MHW TO PREVENT ICE UPLIFT SECTION B -B DETAIL 7+ 4 SCALE: 1"=2' SURVEY NOTES: 1. RECORD OWNER: MILLS MARILYN S. P.O. BOX 724 FISKDALE, MA. 01518 DEED BK:10620 PG:262 PLAN BK:512 PG:076 2. PROPERTY IS SHOWN ON ASSESSORS MAP 029, PARCEL 97.2 AND APPEARS TO LIE WITHIN THE RESIDENTIAL DISTRICT R-25 PER THE TOWN OF YARMOUTH ZONING MAP. 3. PROPERTY LINES AND EXISTING CONDITIONS AS SHOWN WERE DERIVED FROM AN ON THE GROUND SURVEY CONDUCTED ON JANUARY 15, 2015, LINES OF OCCUPATION, AND FOUND MONUMENTATION. 4. ORIGIN OF BEARINGS IS PLAN 512, PAGE 076, RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS. 5. ORIGIN OF ELEVATIONS ARE NAVD 88, DETERMINED FROM A GPS SURVEY CONDUCTED ON JANUARY 19, 2015. 6. PARCEL APPEARS TO LIE WITHIN THE AE (EL.=11') AND X FLOOD ZONES PER FIRM MAP 25001 PANEL 569 OF 875, LAST REVISED JULY 16, 2014 AS SHOWN ON THE FEMA WEBSITE. 7. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE, 8. THE PROPOSED WORK IS NOT LOCATED WITHIN A NHESP BOUNDARY AND THEREFORE IS NOT SUBJECT TO MESA REVIEW. 9. MHW = 1.9' NGVD (1.1' NAVD88) MLW = -1.0' NGVD (-1.8' NAVD88') SOURCE; ARMY CORPS PROFILE #9 DATED 1988 OBSERVED MHW = APPROX. 1.1' NAVD88 OBSERVED MLW = APPROX. -1.5 NAVD88 10. FLOOD ZONES ARE SHOWN FOR INFORIMATION ONLY, WERE SCALED IN FROM THE FLOOD MAPS AND ARE NOT PART OF A FORMAL FLOOD SURVEY. 2"x6" RAILING a s E 2"x4" RAILING 5/8" THROUGH 2"x6" DECKING W/ �4" BOLT TYP SPACING; OVERLAP 1" (TYP) 2"x12" STRINGERS R (TYP) 3"x10" YOKE; 3/4" THROUGH (2) TYP. BOLT WITH DOCK WASHERS (TYP) ,,i3"x8" CROSS BRACING, (TYP) 10" GREENHEART PILES (TYP) B SECTION A -A WALKWAY DETAIL S3-��2 3 5/12/15 CORRECTED TYPO FOR FLOAT SIZE (ON SITE PLAN) MCB 2 4/10/15 REVISED FLOAT SIZE FROM 8'x16' TO 6'x10' MCB 1 3-23-15 SHORTENED DESIGN TO 80' BEYOND MHW MCB NO. MlE RM90N gY SHEET TTLE PROJECT N0. PLAN SHOWING RECONSTRUCTED SC -46 � Al SHOWN WALKWAY & PROPOSED DINGHY DOC 01/27/15 PROJECT ORAMN w cs MEG MARILYN MILLS CHECKED 6Y 166 BAXTER AVENUE WEST YARMOUTH, MA DRAWWO W. MILLS.DWG SHOREFRONT CONSULTING �_ 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM OF A SHEETS S3-��2