The URL can be used to link to this page

Home My WebLink About83-2009 - Site Plan003N 11000 o� �Q ol OsyopF �� PROPOSED 2'X4' LANDING ACCESS STAIRS (WITH GRATIP PROPOSED 41 ELEVATED WALKWA` PU FLORENCE M. LUCCI MAP 29, PARCEL 194 482 BURNCOAT ST. WORCESTER, MA 01606 EX. STAIRS (TO BE ` REPLACED WITH / ELEVATED WALKWAY) / ar / 1 ` rPROPOSED 2'X8' . / Deck 7b STORAGE BENCH' >d /3 FT. PRUCE TREE N/F PATRICK R. & PHYLLIS MASSAMARO MAP 29, PARCEL 193 128 STRATHMORE RD MIDDLEBURY,, CT 06762 i /f7�` CCESS\ AND LIMIT f. .� OF WORK I1 16" PINE/ TREE VO J G P# 00 Sun l< Room 93't TO NEAREST STRUCTURE PROPOSED 2" 9I !O Gc N/F f 151. ,� EDWARD B. & SANDRA BLACKMAN MAP 29, PARCEL 189 ��a+ 47 STANDISH WAY �y WEST YARMOUTH, MA 02673 I OD SITE PLAN 10 5 Q 10 20 40 SCALE: 1'=20' NIF I MAR77N DUGAL o 41 STANDISH WAY MAP 29, PARCEL 190 1 823 E. THIRD ST. \BOSTON, MA 02127 � N/F DAREN A. & FRANK W. RICHARDS \ MAP 29, PARCEL 192 37 STANDISH WAY WEST YARMOUTH, MA 02673 B � � 4. � 6' RAILING CAP 4" X 4' POST BOLTED c6" RAILING CAP (TYP) THROUGH YOKES AND 2"x4" RAILINGS JOISTS (TYP) 01 (TYP) 2' X 10' STRINGERS (TYP) 2"x4' RAILING (TYP) DETAIL A 5 4 I 4 SECTION B -B DETAIL SCALE 1 "=2' SCALE: l--2' SCALE 1"=2' CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NAVD 86. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE 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 WALKWAY AND STEPS. 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 DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 4. ALL WORK 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. EQUIPMENT SHALL BE STORED ON THE APPLICANTS 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 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 JETTED TO SET, BUT THEN MECHANICALLY DRIVEN FROM THE WORKING BARGE 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK SHALL 13E INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. B. THE ACCESS ROUTE AND WORN 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 STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. 11. THE VEGETATED BUFFER IS PROPOSED TO BE ENHANCED BY THE ADDITION OF NATIVE PLANTS PER THE BARNSTABLE COUNTY COOPERATIVE EXTENSION LIST. 12. A 2 -INCH CALIPER BEECH TREE IS PROPOSED ON THE NORTH EAST CORNER OF THE PROPERTY TO THE LEFT OF THE EXISTING STAIRS IN THE LAWN AREA. 13. THE SECOND SECTION OF WALXWAY SHALL BE LOWERED BY 2 STEPS TO A HEIGHT OF 4.1'. THE STAIR RISE SHALL BE APPROXIMATELY 7.25 INCHES, AND THE RUN SHALL BE APPROXIMATELY 10 INCHES. THERE SHALL BE A 2 -FOOT WIDE LANDING (2'x4') SUSPENDED BY THE POSTS TO ALLOW A ----STABLE PLATFORM TO LAUNCH KAYAKS AND CANOES. 5 Q 5 10 7,0 SCALE: 1"=10' SECTION A -A PIER PLAN VIEW SCALE LAND UNDER� COASTAL J_ 18't SALT OCEAN BEACH MARSH h WALKWAY, STAIRS AND LANDING _ —i� EXTEND 351' BEYOND MHW —' 'ROPOSED PERMANENT ACCESS STAIRS 2.5' PUBLIC PASSAGE WITH GRATING: (7.25' RISE. 10' RUN) SEE DETAIL Ak STEPS (BOTH SIDES) 1 — MEAN 'HIGH WATER I = 1.8' PROPOSm 2x4 ' � i � FIXED IANDINf ,MEANILOW WATERIEL. -11 _ ...... .. --- - -- -- -- _$-----�_rYlS77NG i GRADE - -� EXJ GRA 1+60 1+50 1+40 1+30 1+20 1+10 1100 PROPOSED 6' DIAM. POSTS (2 TYP) SCALE: 10=10' LSCSF VEGETATED I BUFFER I 0+80 0+70 0+60 Ak 0+50 PF 10'1 1 18'1 (SEE NOTE 6) 1 LEGEND - - - EDGE OF MARSH - �_ RECESSED DECKING �Lw , , MEAN LOW WATER X -3.39 SPOT ELEVATION —2 W/ 3/4" SPACING PLAN SHOWING PROPOSED ELEVATED WALKWAY AND STEPS 2' X 12" 34 THROUGH 2'x6' DECKING W/ 34' MARSH �B STRINGERS (TYP) BOLT (TVP) SPACING; OVERLAP 1' (TVP) /4" — — — — — — — — THROUGH—BOLTS a 2"x12" STRINGERS (TYp) 4,. {TVP) i}.. e o 3" X 8" YOKE; 3'X8' YOKE; _ e e (2) TYP. _ ! W THROUGH 3" X 8" CROSS BOLT WITH DOCK BRACING, (TYP) +k ^^, WASHERS (TVP) ra. 34" THROUGH `�� BOLT HATH DOCK 3"xB" CROSS,; v WASHERS (TYP) BRACING, (TYP) < 10" GREENHEART 1� 0" GREENHEART F r PIIS {TVP) PILES (TVP) e 3 DETAIL A 5 4 I 4 SECTION B -B DETAIL SCALE 1 "=2' SCALE: l--2' SCALE 1"=2' CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NAVD 86. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION INFORMATION AS NEEDED. 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE 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 WALKWAY AND STEPS. 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 DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 4. ALL WORK 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. EQUIPMENT SHALL BE STORED ON THE APPLICANTS 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 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 JETTED TO SET, BUT THEN MECHANICALLY DRIVEN FROM THE WORKING BARGE 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK SHALL 13E INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. B. THE ACCESS ROUTE AND WORN 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 STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. 11. THE VEGETATED BUFFER IS PROPOSED TO BE ENHANCED BY THE ADDITION OF NATIVE PLANTS PER THE BARNSTABLE COUNTY COOPERATIVE EXTENSION LIST. 12. A 2 -INCH CALIPER BEECH TREE IS PROPOSED ON THE NORTH EAST CORNER OF THE PROPERTY TO THE LEFT OF THE EXISTING STAIRS IN THE LAWN AREA. 13. THE SECOND SECTION OF WALXWAY SHALL BE LOWERED BY 2 STEPS TO A HEIGHT OF 4.1'. THE STAIR RISE SHALL BE APPROXIMATELY 7.25 INCHES, AND THE RUN SHALL BE APPROXIMATELY 10 INCHES. THERE SHALL BE A 2 -FOOT WIDE LANDING (2'x4') SUSPENDED BY THE POSTS TO ALLOW A ----STABLE PLATFORM TO LAUNCH KAYAKS AND CANOES. 5 Q 5 10 7,0 SCALE: 1"=10' SECTION A -A PIER PLAN VIEW SCALE LAND UNDER� COASTAL J_ 18't SALT OCEAN BEACH MARSH h WALKWAY, STAIRS AND LANDING _ —i� EXTEND 351' BEYOND MHW —' 'ROPOSED PERMANENT ACCESS STAIRS 2.5' PUBLIC PASSAGE WITH GRATING: (7.25' RISE. 10' RUN) SEE DETAIL Ak STEPS (BOTH SIDES) 1 — MEAN 'HIGH WATER I = 1.8' PROPOSm 2x4 ' � i � FIXED IANDINf ,MEANILOW WATERIEL. -11 _ ...... .. --- - -- -- -- _$-----�_rYlS77NG i GRADE - -� EXJ GRA 1+60 1+50 1+40 1+30 1+20 1+10 1100 PROPOSED 6' DIAM. POSTS (2 TYP) SCALE: 10=10' LSCSF VEGETATED I BUFFER I 0+80 0+70 0+60 Ak 0+50 PF 10'1 1 18'1 (SEE NOTE 6) 1 LEGEND - - - EDGE OF MARSH - �_ MEAN HIGH WATER �Lw , , MEAN LOW WATER X -3.39 SPOT ELEVATION —2 ELEVATION CONTOUR PLAN SHOWING PROPOSED ELEVATED WALKWAY AND STEPS PROPERTY UNE V, ;In E! M LIMIT OF WORK/ACCESS y MARSH EXISTING _ PROPOSED EXIS77NG 1 GRADE L ROM 8x8" POST BANK— :;4 0+40 0+30 0+20 0+10 OPOSED 10e-12' DLAM. 8' LONG PILES, (4 TOTAL) SECTION A -A WALKWAY ELEVATION SCALE: l'--10' — 8 - 4 2 - 0 -2 -4 0+0 KEY MAP NO SCALE RE NOTES: RECORD ❑WNER MARTIN DUGAL 41 STANDISH WAY WEST YARMOUTH, MA 02673 ASSESSORS MAP 29, PARCEL 190 & 191 DEED BK, 27154 PG, 292 PLAN BK, 47 PG. 113 LOTS 215-217 PROPERTY LIES WITHIN RESIDENTIAL ZONE R25 PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY TERRY WARNER IN SEPTEMBER, 2014 AND COMPILED FROM PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY REGISTRY OF DEEDS PLAN BOOK 47 PAGE 113 PARCEL APPEARS TO LIE WITHIN FLOOD ZONES AE (EL. 11' NAVD 88) PER FIRM PANEL #569 OF 875, COMMUNITY MAP NUMBER 25001CO569J EFFECTIVE DATE JULY 16, 2014 AS SHOWN ON THE FEMA ON-LINE DATA BASE. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM FIELD SURVEY PERFORMED BY TERRY A. WARNER, PLS IN SEPTEMBER 2014. WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY SHOREFRONT CONSULTING AND SURVEYED BY TERRY A. WARNER. DATUM FOR ALL ELEVATIONS = NAVD 88 MEAN HIGH WATER = 1.8' NAVD 88 MEAN LOW WATER = -1.1 NAVD 88 SOURCE: ARMY CORPS TIDAL PROFILE NO. 9 DATED 1988 THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS THEREFORE NOT SUBJET TO MESA REVIEW 1 9/13/15 EXTENDED WALKWAY 11 FEET; ADO 2' LANDING MCB Nr PLAN SHOWING PROPOSED ELEVATED WALKWAY AND STEPS SC -44D AS SHOWN 10/31/14 axvecr MARTY DUGAL 41 STANDISH WAY WEST YARMOUTH, MA oawm By MTW �B aawm Nm DUGAL.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM C-1 ar sms