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Home My WebLink About83-1983 - Pier Ramp & Float Replacement10 ; q '° 20 40 AERIAL PLAN SCALE: 1"=20' 1m N/F LINDA R, SHERIDAN 39 GREEN WAY SOUTH YARMOUTH, MA 0 MAP 69, LOT 47 �i �� S \� Rl. S� BARRY L. & CATHERINE M. DUMICANN/F 370 LONG POND DRIVE SHED �b ROBERT G, TAYLOR & SOUTH YARMOUTH, MA 02664 JOANNE TAYLOR GABRIELS MAP 69, LOT 48 299 ELLIOT ROAD n EAST BREENBUSH, NY 12061-3844 C MAP 69, LOT 44 EXISTING ��\ ; v ExISSI226 �CK t GARDENS `'.V, EXISTING TIMBER .STEPS e0 r i 0 r r' GB (FND (BROKEN/ $ R LEANING) E ' 45 / 1 EXISTING STEPSy / r ❑WATER Sad /J N/F CHRISTINE J. FARAH .12oE�� 366 LONG POND 1 I 1 J rp _ DRIVE P OF BPNK r r SOUTH YARMOUTH, L* " IO 8Y MA 02664 g �S /-N�TOMo ZER) MAP 68, LOT 156' �" i r� RPMPI 804 OF S)HW'69 S CB FND (DISTURBED)^ -- LONG POND (A GREAT POND) LONG POND ti f WATER ELEVATION. = 7.9' (9/18/2013) j r - HISTORIC HIGH WATER <HHW) = 8,1' - ORDINARY HIGH WATER (OHW) = 6.9' SITE PLAN (EXISTING) - '° 5 q '° 20 4a SGU E t'=20' SCALE: 1"=20' 18 16 14 12 10 8 6 4 2 0 -2 BOTTOM OF INLAND BANK & (HHW) (OHW) TOP OF 12.5': J INLAND BANK: III"` BEYOND OHW I INLAND SLOPE (BUFFER ZONE) LAND UNDER GREAT POND - EXISTINGETIMBER STEPS �� € HISTORIC HIGH WATER HISTORIC HIGH WATER HHW SPOT ELEVATION PROPOSED 4'xS' LEVEL =_11 8.1 NGVD .j PROPERTY LINE PROPOSED 8'x12'jFLOAT (SEASONAL)_ I !ORDINARY HIGH WATER v TREE LEVEL = 6.9' NGVD OBSERVED WATER�� - _ - LEVEL 7.9' NGVD LEVEL 7.9' NGVD 7 EXISTING j2'x12' RAMP' - ----EXISTING 8'x8' FLOAT_.-^; PROPOSED 2' WIDE PUBLICIACCESS STEPS '(4 � 9 PROPOSED SECURING ONES - - G PROPOSED HELICAL ANCHOR I(2) 0+00 0+20 0+40 0+60 0+80 SECTION A -A PIER ELEVATION {EXISTING) SCALE: 1"_10' SCALE: 1 "=10' PROPOSED HELICAL ANCHORS <2> 2"x6" DECKING W/ X" SPACING; F OVERLAP 1" (TYP) 2"x6" STRINGERS (TYP) SECURING LINES (4) 3/a" THROUGH BOLT WITH DOCK WASHERS (TYP) AT EACH PILE o X 8" YOKE; (2) TYPO EXTEND BENTS TO PICK .. UP OUTER STRINGERS lw'� s BOLT WITH DOCK WASHERS (TYP) 8" CCA PILES TYP) PROPOSED 2�� ; WIDE PUBLIC ? �� N_ ACCESS STEPS 3" X 8" CROSS PIER PLAN VIEW � . BRACING, (TYP) 25 q 25 ,a SECTION B -B PIER DETAIL SCALE: 1"=5' t q t 2 4 SCALE: 1"=2' BOTTOM OF INLAND BANK & (HHW) (OHW) TOP OF 12.5'± INLAND BANK �� BEYOND OHW ..- INLAND SLOPE (BUFFER ZONE) LAND UNDER GREAT POND T - 20EXISTING 1 TIMBER STEPS PROPOSED 14'x6' PIER (PERMANENT) 18 16 14 12 10 8 6 4 2 O 2 �� PROPOSED 8"0 PI ELS �� € HISTORIC HIGH WATER X -3.39 SPOT ELEVATION PROPOSED 4'xS' RAMP '(SEASONAL) .j PROPERTY LINE PROPOSED 8'x12'jFLOAT (SEASONAL)_ I FENCE UNE v TREE OBSERVED WATER PROPOSED 4"x4" ANCHOW POST _ - LEVEL 7.9' NGVD EXISTING 2 x12 RAMP EXISTING 8'x8' !FLOAT PROPOSED 2' WIDE PUBLICIACCESS STEPS '(4 � 9 PROPOSED SECURING ONES - - G PROPOSED HELICAL ANCHOR I(2) -0+00 0+20 0+40 0+60 0+80 TION A -A PIER ELEVA Ti SCALE: 1•=10' ) i CB FND � (DISTURBED) SITE PLAN (P� SCALE: 1'=20' EXISTING ` GARDENS BPNK �Stt1M 9FW .SER) 20 SCALE: 1 "=10' EXISTING STEPS JO WATER CAMP -LONG POND - (A GREAT POND) LONG POND r -- WATER ELEVATION. = 7.9' (9/18/2013) - ` HISTORIC HIGH WATER (HHW) = 8.1' ORDINARY HIGH WATER (OHW) = 6.9' -'= -0 \p O SURVEY NOTES: RECORD OWNER: DUMICAN BARRY L & CATHERINE M 370 LONG POND DRIVE SOUTH YARMOUTH, MA 02664 BK. 10832, PG. 53 PROPERTY IS SHOWN AS LOT 48 ASSESSOR'S MAP 69 AND LIES WITHIN ZONE R-40 AND AQUIFER PROTECTION PER TOWN OF YARMOUTH ONUNE ZONING MAP LAST REVISED 10/22/2012. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY EXISTING GRADE INC. IN SEPTEMBER, 2013 AND COMPILED FROM PLANS ON RECORD RECORDED IN THE BARNSTABLE COUNTY REGISTRY OF DEEDS PBK 112- PG 151 AND PBK 109 -PG 67. ORIGIN OF BEARINGS IS PLAN BOOK 112 PAGE 151. ORIGIN OF ELEVATIONS IS BASED ON FIRM REFERENCE MARK RM 14 ELEVATION 11.89 NGVD 1929, CHISELED SQUARE IN TOP OF CONCRETE HEAD WALL LOCATED AT THE INTERSECTION OF LONG POND DRIVE AND WINSLOW GRAY ROAD, PARCEL LIES WITHIN FLOOD ZONES B AND ZONE C PER FIRM PANEL #4 OF 7, COMMUNITY PANEL NUMBER 250015 0004 C MAP REVISED JUNE 17, 1986 AS SHOWN ON FEMA ON UNE DATA BASE. EXISTING CONDITIONS SHOWN HEREON WERE COMPILED FROM FIELD SURVEY PERFORMED BY EXISTING GRADE INC. IN SEPTEMBER 2013. 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. WETLAND RESOURCES SHOWN WERE FIELD IDENTIFIED BY SHOREFRONT CONSULTING AND SURVEYED BY EXISTING GRADE INC. DATUM FOR ALL ELEVATIONS IS NGVD 29 THE SITE IS NOT LOCATED WITHIN A NHESP BOUNDARY AND IS THEREFORE NOT SUBJECT TO MESA REVIEW. ORDINARY HIGH WATER (OHW) = 6.9' NGVD HISTORIC HIGH WATER (HHW) = 8.1' NGVD SOURCE: YARMOUTH DEPT. OF NATURAL RESOUCES PROPOSED Vx6' PIER EX. TIMBER (PERMANENT) / STEPS 2"x6" DECKING W/ �4'" r/ SPACING; OVERLAP t" (TYP) ° 2"x6" STRINGERS (TYP) e 1/2" THROUGH 3"x8" YOKE; BOLT (TYP) (2) TYP. z 1n 1 4"x4" ' POSTS 2' WIDE PUBLIC ACCESS STEPS A 8" CCA PILES (TYP) 10' LONG SECURE TO PIER NTH GALV. EYE HOOK AND ROD PROPOSED 4': -" THROUGH BOLT.WITH DOCK WASHERS (TYP) 3"x8" CROSS BRACING, (TYP) OBSERVED WATER LEVEL PROPOSED SECURING LINES (4) EXISTING LEGEND EDGE OF VEGETATION A. OHW ORDINARY HIGH WATER H' HISTORIC HIGH WATER X -3.39 SPOT ELEVATION -2- ELEVATION CONTOUR N0. DALE RENSKN! PROPERTY LINE S1EEf "ns PLAN SHOWING PROPOSED PIER, & RAMP AND FLOAT REPLACEMENT., LIMIT OF WORK/ACCESS Y--_.-- FENCE UNE v TREE PROPOSED 8'x12' FLOAT (SEASONAL) PIER ELEVATION DET, SCALE: 1'=2' CONSTRUCTION NOTES: 1. ELEVATIONS REFER TO NGVD. 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 PIER. 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 POND BOTTOM. 5. EQUIPMENT SHALL BE STORED ON THE APPLICANT'S PROPERTY WHEN NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT. 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 MECHANICALLY DRIVEN FROM THE WORKING BARGE WHERE POSSIBLE. 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 EQUIPMENT 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 MATERIALS IN CONTACT WITH THE GROUND SHALL BE PRESSURE TREATED. ALL TIMBER USED FOR STRUCTURAL FRAMING SHALL BE PRESSURE TREATED, ACQ, OR EQUAL AS APPROVED BY OWNER OR SHOREFRONT CONSULTING. 10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY OWNER OR SHOREFRONT CONSULTING. 12. THE PROPOSED PIER IS PERMANENT. THE RAMP AND FLOAT ARE SEASONAL. 13. THE FLOAT SHALL BE STORED ON THE APPLICANT'S UPLAND AREA DURING THE WINTER MONTHS IN THE LOCATION SHOWN ON THE PLAN. SKIDS PROPOSED HELICAL ANCHOR (2) NOV 2 0 2013 E -,_:1O N0. DALE RENSKN! HY S1EEf "ns PLAN SHOWING PROPOSED PIER, & RAMP AND FLOAT REPLACEMENT., PROJECT "m SC -21 AS SHOWN 11-8-13 rRaJEa BARRY AND CATHERINE DUMICAN 370 LONG POND ROAD SOUTH YARMOUTH, MA w w MCB w EG DRAWIND N0. DUMICAN.DWG SHOREFRONT CONSULTING 290 CENTER STREET DENNISPORT, MA. 02639 (508) 280-8046 C-1 - or _ suers