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Home My WebLink About83-2039 - Walkway & Landscaping PlanW S EXISTING DOCK DEP LICENSE NO. 12244 EXISTING DOCK DEP LICENSE N0, BENCHMARK: TOP OF IRON PIPE ELEV. = 4.35' (MLW j N/F " PROPOSED ROGERS DANIEL J PATI] ROGERS JUSTINE A YC 110 GRAFTON STREET MILLBURY, MA 01527 MAP 101 LOT 172 PROPOSED GRADING EXTEND STEPS TO INCREASE 3 RUN WIDTH TO 10" MIN. (4pl Ro ~^ CONSTRUCTION NOTES: -,,.1', RED BUOY 38a � � `� � � TO 1. ELEVATIONS REFER TO MEAN LOW WATER (MLW). CONTACT SHOREFRONT CONSULTING FOR ADDITIONAL ELEVATION 11 A —6 1 INFORMATION AS NEEDED. AS$ __ .- 7j _. _ eF'i fiLa y OSED ' 8ll0Y X39 e a �(nDp`)l?CkeR __�� - PROPOSED _ -- 2 PROPERTY. ON ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND DIRECTLY OVER THE APPLICANT'S - - 3'x2O' RATdP 0 -O __,___ o m • — . _ _ _ .. _ _: �- - ..- � � R � � � CONSTRUCTION A�TERNIfLOR _ � •- .�Fl- ATS PP�R7S GARM 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF THE WALKWAY, RAMP, FLOAT, O q _ .-_ti AND STEPS. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH THE WORK PROTOCOL SUBMITTED WITH oA _ _- -6 ~- - AUTHORITIES. INTENT, HE RESULTING ORDER OF CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION ? M W EL THE NOTICE OF T T B- ._._.60'_ _.._ - D, a _` PATENS o /6 � c - ry _ _ - SALT MARSH 2x8' STORAGE _ - _ - 4. THE INSTALLATION OF THE PILES, RAMP, AND FLOAT SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS _ - BENCH PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL THE WORKING BARGE COME IN u _. 5 H c 1 CONTACT WITH THE MARSH. SHELLFISH a 2 4. GRASSES (MLw1 �y Y 5. A WORK LIMIT SHALL BE ESTABLISHED AS SHOWN ON THE PLAN AND MAINTAINED TO INSURE MINIMAL ACTIVITY IN THE EXISTING SURVEY GRID ' 10b' ' APPROX. 40' WIDE CHANNEL - — 6`D I MARSH, WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. 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 _ _ _ �P ARMS 2 ° � ,.. � _ DURING PERIODS OF LOW TIDE. O �o x8 f` ! KAYAK STORAGE6. PILES SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT CAN NOT BE REACHED, SHOREFRONT � _ 'meg-_- �' ,a ,,f �-,i�P� _ CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING. PILES SHALL BE MECHANICALLY DRIVEN FROM THE WORKING o PROPO BARGE WHERE POSSIBLE. WHERE NECESSARY, PILES CAN BE INITIALLY JETTED INTO PLACE TO SET THE PILE, WITH THE SITE PLAN (EXISTING) 1515 30 60 Q SCALE: 1"=30' COASTAL BANK 39 /� GREEN BUOY 39 ; -9 "(PREVIOUS LOCATION) 0 Tp eRN T "COAT 40 N /F EXISTING DO( BLUE POCK LANDING [IEP LICENSE ASSOC. INC. N0. 4095 C/O GERARD DALY' 8 MONTEREY LN SOUTH YARMOUTH, MA 02664 MAP 102 LOT 011 100' OFFSET FROM ARWW (RIVERFRONT RAVEL TH ' SHRUB REMAINDER OF THE PILE BEING MECHANICALLY DRIVEN OR AUGERED. ANY EXCESS MATERIAL FROM JETTING SHALL BE ' 1 FOETATION REMOVED FROM THE BASE OF THE PILE AND MOVED TO AN UPLAND LOCATION. 1i Y.- ✓� VEGETAGED 7. PLYWOOD MAY BE USED TO PROTECT MARSH FROM FOOT TRAFFIC DURING CONSTRUCTION, BUT SHALL BE REMOVED AT THE �. TIMBER ry BUFR Y - `, END OF EACH WORK DAY. d X / / �_ STEe1�� O ✓ °> k 8 ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR PRE -CONSTRUCTION CONDITION. ALL WORK �.. � t��.I �•rx,�, �\ �. SHALL BE INSPECTED BY SHOREFRONT CONSULTING AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE. ,, �,. a — MHW MEAN HIGH WATER MLW 9. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE PRE -CONSTRUCTION CONTOURS ELEVATION CONTOUR °NE"`'Dw EG AND CONDITIONS. s 10. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE PROJECT BY THE YARMOUTH TOP ' OF ` B__ANK CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK. �'COASTAL fj _ _ 11. ALL MATERIALS IN CONTACT WITH THE GROUND SHALL NOT BE PRESSURE TREATED. PILES SHALL BE GREENHEART OR OTHER WMMCtID OR x+T0E4L ROT RESISTANT MATERIAL AS APPROVED BY THE YARMOUTH CONSERVATION COMMISSION. ALL TIMBER USED FOR WALKWAY PLAN (PROPOSED) COASTAL BANK AND PROVIDE 2 STRUCTURAL FRAMING (ABOVE GRADE) SHALL BE PRESSURE TREATED, ACQ, OR EQUAL AS APPROVED BY OWNER OR SHOREFRONT CONSULTING. 10 5 Q 10 20 40 - -- 12. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT SCALE: 1"=20' CONSULTING. 13. THE CONSTRUCTION PROTOCOL INCLUDED WITH THE NOTICE OF INTENT SHALL BE INCLUDED WITH THESE SPECIFICATIONS 1. RECORD OWNER: run FLOOD ZONE AE EL. 11' NAVD88 AND REMAIN IN FORCE UNTIL THE PROJECT IS COMPLETED. 14. THE RAMP AND FLOAT SHALL NOT BE STORED IN THE MARSH. 15. THE TOP 1 -FOOT OF THE ANCHOR PILES SHALL BE PAINTED WHITE FOR VISIBILITY. LEGEND — — EDGE OF MARSH — MHW MEAN HIGH WATER MLW MEAN LOW WATER ---- 2----- ELEVATION CONTOUR °NE"`'Dw EG PROPERTY LINE s LIMIT OF WORK/ACCESS REN RM0 WL SURVEY NOTES SALT MARSH SPARIINA ALTERNIFLORA Y o;:.h Cuiser� .e❑ Conlilllk-:iom S, atc: V `\1 _. \ 2 11/7/15 CLARIFIED DETAIL FOR WALL POSITION, ADDED 2' BUFFER STRIP MCS 1 11/5/15 SHORTENED FLOAT WIDTH TO 6' PER WATERWAYS MCB NPI DATE REMON By SHM Tm PLAN SHOWING PROPOSED ELEVATED WALKWAY & LANDSCAPING - --- -- _ --� PRQIEOT N0. SC -54 DME AS SHOWN 10/10/15 PROJECT.. .... „ HANS & JUDITH LUNDSTEN 250 BLUE ROCK ROAD YARMOUTH, MA PROPOSED 2' RETAINING WALL; °NE"`'Dw EG OR�NMNG ND. SHOREFRONT CONSULTING -- 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM C-1 OF 1 SHEETS REN RM0 WL SURVEY NOTES LOCATE 2' LANDWARD OF WMMCtID OR x+T0E4L COASTAL BANK AND PROVIDE 2 12' MIN, REDLINED 301E A 2' WIDE BUFFER STRIP DFWN Flu• 1. RECORD OWNER: run FLOOD ZONE AE EL. 11' NAVD88 f —4 —I 2"x6" RAILING CAP GEDGRID, t prAL LUNDSTEN E. HANS 40 BOW STREET Ire �{heoe (12.9' MLW) 4"x4" POST BOLTED 2"x6" RAILING R RI. 02818 �. Kayak/Canoe THROUGH YOKES AND CAP(TYP)B EAST GREENWICH, CA, (TYP) 2"x4" RAILINGS (TYP) JOISTS (TYP) ° CRAN eE L.C. CERTIFICATE #205605 COLLENMN PIPE L.C. PLAN: 28477—B ° 4"x10" STRINGERS 2"x4" RAILING (3 TOTAL, TYP TYP NIM 2. PROPERTY IS SHOWN AS LOT 173 ASSESSOR'S MAP 101 \ 2"x6" DECKING OR (6) 2"X10') =RMATE AND LIES WITHIN ZONE R_40 AND OUTSIDE OF THE AQUIFER W/ 3/4" SPACING 5/8" THROUGH /BOLT 2"x6" DECKING W/ 3/4" MD $ L>RUN PROTECTION DISTRICT PER TOWN OF YARMOUTH ON LINE TYP SPACING; OVERLAP 1" (TYP) TYPICAL RETAINING WALL ELEVATION DETAIL (NTS) ZONING MAP LAST REVISED 4/8/2014. 3j4" THROUGH—BOLTS 14 KAYAK STORAGE (TYP) 10 4 x10 STRINGERS 3. PROPERTY LINES DEPICTED HEREON ARE BASED ON A BRACING 2 TYP, ( � rz ° ° (TYP) NJMREMr FLIM. WIEL: FIELD SURVEY CONDUCTED BY EXISTING GRADE, INC. IN JULY EACH SIDE) ° ° 3"x10" YOKE; (2) TYP. eFRMT se'Ssuft xE 2015 AND COMPILED FROM PLANS ON RECORD, RECORDED AT ° 3"x10" YOKE; 3/4" THROUGH THE BARNSTABLE COUNTY REGISTRY OF DEEDS LAND COURT 3"x8" CROSS (2) TYP. BOLT WITH DOCK PLANS: 28477—B. BRACING, (TYP) TYP WASHERS (TYP) 4. ORIGIN OF BEARINGS IS LAND COURT PLAN 28477-8. 3/4" THROUGH BOLT WITH ,� YxV' CROSS BRACING, (TYP) D�IlANSTORE ° I 5. PARCEL APPEARS TO LIE WITHIN THE AE (EL.=11' ,_. DOCK WASHERS (TYP) t €t NAVD88) AND X FLOOD ZONES PER FIRM MAP 25001 PANEL 10"-12" GREENHEART PILES 10 —12GREENHEART "" "� °, 591 OF 875, LAST REVISED JULY 16, 2014 AS SHOWN ON (INSTALL BUTT END DOWN, TYP) PILES (TYP) THE FEMA ON LINE DATABASE. ° INSTALL SCREW ANCHOR B S. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED AT LAST BENT TO FROM AN ON THE GROUND SURVEY CONDUCTED ON JULY 16, PREVENT ICE UPLIFT 2015 AND FROM PLANS ON RECORD AT THE BARNSTABLE WNIMM NMMUL COUNTY REGISTRY OF DEEDS. SECTION B -B ELEVATION DETAIL WALKWAY ELEVATION DETAIL INM��CM D REINF Rots, IL REINPoRFEO SOILS 7. SURVEYOR HAS MADE NO INVESTIGATION OR SCALE: 1"=z' SCALE: 1"=2' INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVEN ANTS,OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND MILLECIION Pve CURRENT TITLE SEARCH MAY DISCLOSE. IOURCE WOODY SHRUBS -►I. --UPLAND GRASSES - PATENS — ALTERNIFLORA PRFPMm N=RkL sau SHOWN WERE FIELD IDENTIFIED BY LAWN VEGETATED BUFFER SALT MARSH wuxamuN LE FUND I'M OMWE STONE 8. WETLAND RESOURCES SHOREFRONT CONSULTING AND SURVEYED BY EXISTING ME ami GRADE, INC. LSCSF COASTAL BEACH LAND UNDER OCEAN ---,- TYPICAL RETAINING ISOMETRIC DETAIL (NTS) MLW-0.0' 9. THE PROPOSED PROJECT IS NOT WITHIN AN AREA I _ —1 ,, ..,,,., _ _ _I SUBJECT TO MESA REVIEW. OM �_� �� n� O6) NN .— �. ,,, �� rED O0) OI- '��• �- Oi O Trj O N H' H- .= H- �1- Oi +(6 NCD NLD O � O I SECTION A -A (EXISTING) 5 ° 5 10 20 SCALE: 1"=10' 10. DEP FILE NO. IS SE83-2039 2 11/7/15 CLARIFIED DETAIL FOR WALL POSITION, ADDED 2' BUFFER STRIP MCS 1 11/5/15 SHORTENED FLOAT WIDTH TO 6' PER WATERWAYS MCB NPI DATE REMON By SHM Tm PLAN SHOWING PROPOSED ELEVATED WALKWAY & LANDSCAPING - --- -- _ --� PRQIEOT N0. SC -54 DME AS SHOWN 10/10/15 PROJECT.. .... „ HANS & JUDITH LUNDSTEN 250 BLUE ROCK ROAD YARMOUTH, MA DR m w MCB °NE"`'Dw EG OR�NMNG ND. SHOREFRONT CONSULTING -- 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 WWW.SHOREFRONTCONSULTING.COM C-1 OF 1 SHEETS