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Home My WebLink About83-2023 - Dock Ramp Float & Site Plan 2SAL T BMX ROAD l \ \ 1 30- RON AN -CH IS (VE 1 �tWASEOCZ 4 BRUCE ST GRAFTON, MA 01549 \ Dr;Veo' \ MAP 81, PARCEL 41 \ Fd9� &EED BK.28518, PG. 145 \ O^ 34 - \ �k/ #97 FASTEN TREADS i COATED 77MBERLOCK FASTENERS AND/OR 3/8 X10" GALVANIZED SPIKES 42" V _ 6"X6" NON P.T. TREADS COMPACTED BACKFILL OP7701VAL 1/2" X 3' REBAR TO SECURE TREADS TO GROUND a WITHOUT SIDE 77MBERS F14�MIN. TREAD DEPTH ° AT -GRADE STEP DETAILS .5 Q 1 2 4 SCALE: 1"=2' ° �0 Benchmark set Left car. bot. step EL=34.47 (NAVD88) (f 4 2"x6" RAILING CAP EDGE OF MARSH ^MHW 4"x4" POST BOLTED . . MEAN LOW WATER THROUGH YOKES AND SPOT ELEVATION 2"x4" RAILINGS (TYP) JOISTS (TYP) 3. PROPERTY LINE 2"x12" STRINGERS LIMIT OF WORK/ACCESS \UL (8 TOTAL, TYP OR _ a: y/ AND CHRISTINE LUKASEVICZ DECKING (4) 4"x10" BEAMS) TREE TO BE REMOVED 12"X6" W1 3/4" SPACING PHRAGMITES SIZE PROPOSED 3' HIGH SEGMENTED 3/4" THROUGH -BOLTS , (TYP) TOP OF DECK - 810 NAVD 88 pF...PILE_ � 1 4- (7 h X 10' FLOAT ° 3"x10" YOKE; (2) TYP. ° ^ a 3"x8" CROSS / 1 WITH LAWN N CA tl- BRACING, (TYP) !'moo t10 � U,' U+• Q�a4. 3/4" THROUGH BOLT WITH - Lr) o NSM DOCK WASHERS (TYP) A HELICAL OR MANTA STYLE ANCHOR FOR PROTECTION OF ICE UPLIFT. 10" GREENHEART PILE (INSTALL BUTT END DOWN, TYP) OAK BEFORE REMOVING EQUIPMENT FROM THE SITE. INSTALL SCREW ANCHOR AT THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE EACH BENT SEAWARD OF 9. MHW TO PREVENT ICE UPLIFT SECTION B -B DOCK DETAILS ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY i TOF=35.32 / 1 (NA V988) 22;6 F �-Conc. Wal! / / 240 2 •OEC / / 1 C1p ) Garage HOUSE TO BE Deck / / / - �7 -0,53 a Above ti / / / / - $ ^� UNDER i (Poll' O'22/ / / / / �6--_ 2.60 11 SE83-2013 / �x�'i� / /' /�j' /' 43,232362J7/ MHW=1.8' CUTly / r / / / / / ��` / X i8, 6 < / I / / \FILL / // aA t✓ J 1 31 Approx. MHW per REMOVE VEGETATION, I 1�c 1 '� 7 / 2 / ,�O(0 �'�tl 2.E..4 REGRADE AND REPLACE 0 ,rI, r� 0 2.15%;\ oi/ l WITH LAWN 7 2826 6 /X / % 2 0 �� q l PL Bk. 246 pg. 7 Pio ` a0.a' Sry r /� �fyb 2 �� g J /�o^° j / /773.7, 1.39 q' 9 1 . Qo ' / / / / / �` 4�c _w_ X -1.16 / r f //a �� 14P / PROP,o5E q -7/�y' nge �!1,530•f/L�if4' X^-193 / 4 �1/ 6 ry� t /kt / A/T Gi S P�/ 12 e x 1,46 2 a SCALE: 1"=2' / 8 R/I E I -'7 ' TREES fit'/� _V_ c MOvE 3 �� -0,03 -1,95 T EL.�L6"�ASP 6AM AGE) 68 // �7 /// / ' 3,43,3x0, 0�-1,16�%�1KE X -c, 1�� ACCESS AND / 55 // 1.79 x r� 1,92 102': 10 5 10 \ 20 - 40- - - - O / /LIMIT OF pftOPOS�D 3.5' ,WADE y -�f X -2,55 L / / / x 80' LONG FIER I O.r / ob 16 1 SCALE: 1"=20'--- a I / 1 I ea c a / / / � �a \•..,� �� xry -2.74 I -0, Qor x -3,10 KENRICK FAMLY TRUST \\ \ 7'I `� Pi SE 'x8' x -2, BE C/0 RUSSELL TEGLAS XN\ \ I I AGE 113 H X -317 88 PARK AVE \ ! - ,7A /P OSED ARLINGTRON, MA \ \ \ \ / a /3' 2' AMP .R$' y 02174-5965 \ / / -2.67< MAP 81, PARCEL 56 ' ( / PROPO 'x10' FLO - • i x \X -L13 / _ MN - VO SMACr Ea �(< -2,08 Y ^ 36 aIkR - k48- cli -2.04 - 3. SHELLFISH SURVEY GRID 'so - .47 26 24 22 20 18 16 14 12 10 8 6 4 2 0 -2 -4 /2"x6" RAILING B f CAP TYP ° 2"x4" RAILING 5/8" THROUGH 2"x6" DECKING W/ -Y4" BOLT TYP SPACING; OVERLAP 1" (TYP) 2"x12" STRINGERS (TYP) 3"x10" YOKE; -3/A" THROUGH (2) TYP. BOLT WITH DOCK WASHERS (TYP) _,i3"x8" CROSS BRACING, (TYP) 10" GREENHEART PILES (TYP) B SECTION A DOCK DETAILS 2 4 SCALE: 1"=2' LEGEND N/F EDGE OF MARSH ^MHW MARTHA B. HEALEY . . MEAN LOW WATER 2 HARVARD ST. SPOT ELEVATION -2- HOLYOKE, MA 01040 3. PROPERTY LINE MAP 81, PARCEL 40 LIMIT OF WORK/ACCESS \UL ACCESS AND _ a: y/ AND CHRISTINE LUKASEVICZ TREE TO BE REMOVED LIMIT OF WORK TREE TO BE REMOVED \ PHRAGMITES SIZE PROPOSED 3' HIGH SEGMENTED 5. , REMOVE VEGETATION, TOP OF DECK - 810 NAVD 88 pF...PILE_ � 1 4- (7 h X 10' FLOAT $ REGRADE AND REPLACE ^ a 1 / 1 WITH LAWN N CA tl- N 30 !'moo t10 � U,' U+• Q�a4. Jo ryh 287 - Lr) o NSM i TOF=35.32 / 1 (NA V988) 22;6 F �-Conc. Wal! / / 240 2 •OEC / / 1 C1p ) Garage HOUSE TO BE Deck / / / - �7 -0,53 a Above ti / / / / - $ ^� UNDER i (Poll' O'22/ / / / / �6--_ 2.60 11 SE83-2013 / �x�'i� / /' /�j' /' 43,232362J7/ MHW=1.8' CUTly / r / / / / / ��` / X i8, 6 < / I / / \FILL / // aA t✓ J 1 31 Approx. MHW per REMOVE VEGETATION, I 1�c 1 '� 7 / 2 / ,�O(0 �'�tl 2.E..4 REGRADE AND REPLACE 0 ,rI, r� 0 2.15%;\ oi/ l WITH LAWN 7 2826 6 /X / % 2 0 �� q l PL Bk. 246 pg. 7 Pio ` a0.a' Sry r /� �fyb 2 �� g J /�o^° j / /773.7, 1.39 q' 9 1 . Qo ' / / / / / �` 4�c _w_ X -1.16 / r f //a �� 14P / PROP,o5E q -7/�y' nge �!1,530•f/L�if4' X^-193 / 4 �1/ 6 ry� t /kt / A/T Gi S P�/ 12 e x 1,46 2 a SCALE: 1"=2' / 8 R/I E I -'7 ' TREES fit'/� _V_ c MOvE 3 �� -0,03 -1,95 T EL.�L6"�ASP 6AM AGE) 68 // �7 /// / ' 3,43,3x0, 0�-1,16�%�1KE X -c, 1�� ACCESS AND / 55 // 1.79 x r� 1,92 102': 10 5 10 \ 20 - 40- - - - O / /LIMIT OF pftOPOS�D 3.5' ,WADE y -�f X -2,55 L / / / x 80' LONG FIER I O.r / ob 16 1 SCALE: 1"=20'--- a I / 1 I ea c a / / / � �a \•..,� �� xry -2.74 I -0, Qor x -3,10 KENRICK FAMLY TRUST \\ \ 7'I `� Pi SE 'x8' x -2, BE C/0 RUSSELL TEGLAS XN\ \ I I AGE 113 H X -317 88 PARK AVE \ ! - ,7A /P OSED ARLINGTRON, MA \ \ \ \ / a /3' 2' AMP .R$' y 02174-5965 \ / / -2.67< MAP 81, PARCEL 56 ' ( / PROPO 'x10' FLO - • i x \X -L13 / _ MN - VO SMACr Ea �(< -2,08 Y ^ 36 aIkR - k48- cli -2.04 - 3. SHELLFISH SURVEY GRID 'so - .47 26 24 22 20 18 16 14 12 10 8 6 4 2 0 -2 -4 /2"x6" RAILING B f CAP TYP ° 2"x4" RAILING 5/8" THROUGH 2"x6" DECKING W/ -Y4" BOLT TYP SPACING; OVERLAP 1" (TYP) 2"x12" STRINGERS (TYP) 3"x10" YOKE; -3/A" THROUGH (2) TYP. BOLT WITH DOCK WASHERS (TYP) _,i3"x8" CROSS BRACING, (TYP) 10" GREENHEART PILES (TYP) B SECTION A DOCK DETAILS 2 4 SCALE: 1"=2' LEGEND - EDGE OF MARSH ^MHW MEAN HIGH WATER . . MEAN LOW WATER X -3.39 SPOT ELEVATION -2- ELEVATION CONTOUR 3. PROPERTY LINE Mri LIMIT OF WORK/ACCESS \UL MARSH (ALTERNIFLORA) _ a: y/ AND CHRISTINE LUKASEVICZ TREE TO BE REMOVED -�-- TREE TO BE REMOVED e _ ---_ _ PHRAGMITES STORAGE SUPPORTS STORAGE BENCH SECTION A -A PLAN VIEW + a 5 ,o ZD rMl SCALE: i"=10' "I"M FLOOD AE (EL. 11') FLOOD AE (EL. 12') 53' COASTAL BANK Imo.-- 2T SALT MARSH -►1�•- CBEACHL LAND UNDER OCEAN (SALT POND) EX. DECK EX. DWELLING (CANTILEVERED) TOP OF BOB PIER, RAMP AND FLOAT EXTEND 80'± BEYOND MHW /Ex. PATICOASTAL BANK TOP OF O � SCARP Mi 1.8' M -1.1' / --+�• 3 4 I- LW= I , I PROPOSED FllL_ _.� _ ELEVATIONS REFER TO NAVD 88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION 1 3-23-15 SHORTENED DESIGN TO 80' BEYOND MHW MCS INFORMATION AS NEEDED. X -6.19 PRO c' NO. 5C-41 P E 2. APPROX.20± CU YDS. � �� OVER THE APPLICANT'S PROPERTY. 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE 3.5'x 0' PIER 8 LONG GREENHEART PILES; TOP Q WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF CONDITIONS _ a: y/ AND CHRISTINE LUKASEVICZ � - - - � -�-- - y - s___ ---ATOP e _ ---_ _ -_ _ PROPOSED 6' � _ SIZE PROPOSED 3' HIGH SEGMENTED 5. , PR_Qi_-, EP CA IO.E/..K&Y TOP OF DECK - 810 NAVD 88 pF...PILE_ � 1 4- (7 h X 10' FLOAT ASSESSORS MAP 81, PARCEL 41 WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING 10" PERIODS OF LOW TIDE. 6. STORA E SUPPORTS -�-' ____ _ OAK (INSTALL STEPS THROUGH __ WALL L _ - A+ _ -� A HELICAL OR MANTA STYLE ANCHOR FOR PROTECTION OF ICE UPLIFT. -PRCIPOSED 2x8 PROPOSED 3' X 22' RAMP TORAGE BENCH - �- CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL OAK BEFORE REMOVING EQUIPMENT FROM THE SITE. S. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE 8" PRE -CONSTRUCTION CONTOURS AND CONDITIONS. 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE 7 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 SURVEY BY TERRY WARNER IN NOVEMBER, 2014 AND COMPILED OWNER OR SHOREFRONT CONSULTING. 11. THE DOCK IS PERMITTED FOR THE DOCKING OF A DINGHY ONLY, WITH A MAXIMUM LENGTH OF 12 P FEET. 9 12" 312. THE 14 TREES PROPOSED FOR REMOVAL (PLUS THE CLUMP OF TREES WITH GALL WASP) SHALL REGISTRY OF DEEDS PLAN BOOK 154 PAGE 29 _ 14" 14 DISPOSAL. ALL TREES REMOVED ON THE COASTAL BANK SHALL BE FLUSH CUT ONLY. ALL TREES R P PARCEL APPEARS TO LIE WITHIN FLOOD ZONE AE (EL. 12' NAVD ON.EJJ_MBFIRSTEPS PINE P 88) PER FIRM PANEL #591 OF 875, COMMUNITY MAP NUMBER - -- - --- 25001CO591J EFFECTIVE DATE JULY 16, 2014 AS SHOWN ON THE 13 8" 8 PINE R FEMA ON-LINE DATA BASE. 14 5'(PUBLIC PASSAGE) PINE R 15 _- I R EXISTING CONDITIONS SHOWN HEREON WERE COMPILED `I' `'' { •�•. yrs t 14" PINE MHW-1 8' FROM FIELD SURVEY PERFORMED BY TERRY A. WARNER, -- - i OAK I PLS IN NOVEMBER 2014. 18 12" EX. GRADE j WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY 19 • • . +". -.... ..... P SHOREFRONT CONSULTING AND SURVEYED BY TERRY A. WARNER. 20 B" PINE R 21 12" PINE 0 _.___. DATUM FOR ALL ELEVATIONS = NAVD 88 X -3,47 X -3,74 X -3.68 X -3,72 X -3,94 pjl sage " x 3,86 UNR f�LL- _ X -3.9 0- X x -3.92 E -3.71 1 G 394'± TO ADJACENT DOCK Etivansr[o "'�� V" DEP LICENSE NO. 2160 x -3,79 C 4iK�k 64 1 -4,01 WNTORCM 5015 1 X -3.6 R EftldfdCE fAIIdC➢EMI'Pa+E .- g; `� /f''') / j MOW= 11 rev su tui Eaves M-337 -3,87 srrc RETAINING WALL DETAILS LIMIT of MESA (PH -15) 4 SCALE: 1"=2' x -3.90 ` 40 60 80 100 120 1 1140 / 160 \ 180 PROPOSED 10" DAM. PROPOSED 10" DIAM X EX. GRADE x8' LONG GREENHEART 24' LONG GREENHEART PUT ADDITIONAL PILES, (2 TOTAL) PROPOSED 10" DIAM X PILES, (10 TOTAL) FLOTATION ON 18' LONG GREENHEART 19' THIS END PILES, (4 TOTAL) ht OFMggS SECTION A -A ELEVA TION°� TARDY °sMN 8 WARNER 5 Q 5 1020 a No. 38721 tic T CcuT5�° �u SCALE: 1"=10' 465 CONSTRUCTION NOTES: E 1. ELEVATIONS REFER TO NAVD 88. CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION 1 3-23-15 SHORTENED DESIGN TO 80' BEYOND MHW MCS INFORMATION AS NEEDED. X -6.19 PRO c' NO. 5C-41 P E 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY PROJECT RONALD & CHRISTINE LUKASEVICZ T BOX ROAD MA 97 SALSHC7REFRGNT OVER THE APPLICANT'S PROPERTY. 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE CGNSULATING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 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 _ a: y/ AND CHRISTINE LUKASEVICZ AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES. 4. THE DOCK INSTALLATION SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS 4 BRUDE-STREET ,._.,,,• PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE SIZE WORKING BARGE COME IN CONTACT WITH THE MARSH. 5. A WORK LIMIT SHALL BE STAKED AND MAINTAINED TO INSURE MINIMAL ACTIVITY IN THE THE 1 EXISTING MARSH WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. MATERIALS AND OAK EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY DURING TIMES OF HIGH TIDE AND ASSESSORS MAP 81, PARCEL 41 WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING 10" PERIODS OF LOW TIDE. 6. PILES SHALL BE DRIVEN BUTT END FIRST TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN 3 EMBEDMENT CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE OAK PROCEEDING. PILES CAN BE INITIALLY JETTED TO SET, BUT THEN SHALL BE MECHANICALLY DRIVEN DEED BK, 28518 PG. 145 FROM THE WORKING BARGE. EACH BENT BEYOND MHW SHALL BE ANCHORED TO THE BOTTOM WITH X -4.07 A HELICAL OR MANTA STYLE ANCHOR FOR PROTECTION OF ICE UPLIFT. 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE-CONSTRUCTON 5 CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL OAK BEFORE REMOVING EQUIPMENT FROM THE SITE. S. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE 8" PRE -CONSTRUCTION CONTOURS AND CONDITIONS. 9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE 7 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 SURVEY BY TERRY WARNER IN NOVEMBER, 2014 AND COMPILED OWNER OR SHOREFRONT CONSULTING. 11. THE DOCK IS PERMITTED FOR THE DOCKING OF A DINGHY ONLY, WITH A MAXIMUM LENGTH OF 12 P FEET. 9 12" 312. THE 14 TREES PROPOSED FOR REMOVAL (PLUS THE CLUMP OF TREES WITH GALL WASP) SHALL REGISTRY OF DEEDS PLAN BOOK 154 PAGE 29 BE REMOVED FROM THE UPLAND, WITH ALL DEBRIS REMOVED TO THE UPLAND AREAS PRIOR TO 14" 14 DISPOSAL. ALL TREES REMOVED ON THE COASTAL BANK SHALL BE FLUSH CUT ONLY. ALL TREES x -4,09 LANDWARD OF THE RETAINING WALL SHALL BE REMOVED WITH STUMPS GROUND 6 INCHES BELOW FINAL GRADE. 313. THE 10 REMAINING MARKED TREES, SHRUBS, AND UNDERSTORY VEGETATION SHALL BE DEAD -WOODED, DE-VINED, AND PRUNED. ALL UNDERSTORY VEGETATION ON THE TOP OF THE x -4.13 COASTAL BANK SHALL BE MAINTAINED AT 3 FEET HIGH UNTIL ELEVATION 20, THEN 4-5 FEET HIGH FOR THE REMAINDER OF THE BANK SLOPE. ALL VEGETATION AT THE BOTTOM OF THE BANK SHALL X -4 0? BE MAINTAINED AT 5 FEET HIGH MAXIMUM. PICTURES OF THE AREA SHALL BE TAKEN BEFORE AND AFTER EACH PRUNING CYLE AND SUPPLIED TO THE COMMISSION FOR THE RECORD. 14. THE VEGETATION AND TREES UPLAND OF THE PROPOSED RETAINING WALL SHALL BE REMOVED AND REPLACED WITH LAWN, THE RETAINING WALL SHALL BE BACKFILLED TO WITHIN 4 INCHES OF THE TOP OF THE WALL WITH APPROXIMATELY 20 YARDS OF COMPATIBLE SOIL THE AREA BEHIND THE X -4,00 WALL SHALL BE REGRADED TO PROVIDE AS MUCH USABLE YARD AT ELEVATION 26'. THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS THEREFORE NOT SUBJET TO MESA REVIEW PLAN STAMP DOES NOT INCLUDE STRUCTURAL REVIEW 3 5-12-15 MOVED WALL LOCATION 3', REVISED TREE SCHEDULE AND NOTES MCS 2 4-12-15 REDUCED FLOAT SIZE, ADDED SITE WORK MCB 1 3-23-15 SHORTENED DESIGN TO 80' BEYOND MHW MCS 1/y1S SHEEP TITLE PLAN SHOWING PROPOSED DINGHY DOCK, RAMP, FLOAT AND SITE WORK PRO c' NO. 5C-41 SHOWN DATEAS 1-27-15 PROJECT RONALD & CHRISTINE LUKASEVICZ T BOX ROAD MA 97 SALSHC7REFRGNT DPPWN HY MCS CHECK`Ow TW OR wm NO. LDKACEVIcz.Ow C. CGNSULATING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 RECORD OWNERS TREE SCHEDULEr--20FTAtD _ a: y/ AND CHRISTINE LUKASEVICZ P=PRUNE R=REMOVE 4 BRUDE-STREET ,._.,,,• N0. SIZE TYPE PIR GRAFTON, MA 01519 1 12" OAK R ASSESSORS MAP 81, PARCEL 41 2 10" OAK P 3 5" OAK R DEED BK, 28518 PG. 145 4 14" OAK P PLAN BK, 154, PG, 29 5 8" OAK R PROPERTY LIES WITHIN RESIDENTIAL ZONE R40< 6 8" CEDAR R PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD 7 4" OAK R SURVEY BY TERRY WARNER IN NOVEMBER, 2014 AND COMPILED 8 6" OAK P FROM PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY 9 12" PINE R REGISTRY OF DEEDS PLAN BOOK 154 PAGE 29 11 11 14" 14 PINE PINE R P PARCEL APPEARS TO LIE WITHIN FLOOD ZONE AE (EL. 12' NAVD 12 PINE P 88) PER FIRM PANEL #591 OF 875, COMMUNITY MAP NUMBER " 25001CO591J EFFECTIVE DATE JULY 16, 2014 AS SHOWN ON THE 13 8" 8 PINE R FEMA ON-LINE DATA BASE. 14 10" PINE R 15 14" PINE R EXISTING CONDITIONS SHOWN HEREON WERE COMPILED 16 14" PINE R FROM FIELD SURVEY PERFORMED BY TERRY A. WARNER, 17 10" OAK P PLS IN NOVEMBER 2014. 18 12" OAK P WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY 19 10" PINE P SHOREFRONT CONSULTING AND SURVEYED BY TERRY A. WARNER. 20 B" PINE R 21 12" PINE P DATUM FOR ALL ELEVATIONS = NAVD 88 22 12" PINE P MEAN HIGH WATER = 1.8' NAVD 88 23 13" PINE R MEAN LOW WATER = -1.1 NAVD 88 24 8" OAK R SOURCE; DIRECT OBSERVATION AND VEGETATION TYPES THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS THEREFORE NOT SUBJET TO MESA REVIEW PLAN STAMP DOES NOT INCLUDE STRUCTURAL REVIEW 3 5-12-15 MOVED WALL LOCATION 3', REVISED TREE SCHEDULE AND NOTES MCS 2 4-12-15 REDUCED FLOAT SIZE, ADDED SITE WORK MCB 1 3-23-15 SHORTENED DESIGN TO 80' BEYOND MHW MCS NO. DATE RENSKN BY SHEEP TITLE PLAN SHOWING PROPOSED DINGHY DOCK, RAMP, FLOAT AND SITE WORK PRO c' NO. 5C-41 SHOWN DATEAS 1-27-15 PROJECT RONALD & CHRISTINE LUKASEVICZ T BOX ROAD MA 97 SALSHC7REFRGNT DPPWN HY MCS CHECK`Ow TW OR wm NO. LDKACEVIcz.Ow C. CGNSULATING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 - 1 OF 1 SHEEfS