HomeMy WebLinkAbout83-1820 - Pier Ramp & Float4' PILES RUN UP TO I
GENERAL NOTES: SPECIAL REQUIREMENTS FOR COASTAL CONSTRUC110N'
RAILING (TYP) 1. SUPPLY ALL MATERIAL, EQUIPMENT AND LABOR FOR CONSTRUCTION OF PERMANENT 1. SPECIAL PROVISIONS FOR COASTAL CONSTRUCTION SHALL
PIER, RAMPS, AND FLOAT AS DESCRIBED AND SHOWN ON PLAN AND DETAILS. BE IN 'ACCORDANCE WITH THE RECOMMENDA71ONS FOUND IN
2x8 HANDRAILS
ROUT EDGES ANGLE -CUT EXCESS THE "COASTAL CONSTRUCTION MANUAL" AS PUBLISHED BY
(TYP.) 2. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA -55).
THE ORDER OF CONDITIONS ISSUED BY THE YARMOUTH CONSERVATION COMMISSION.
I ;
44 POSTS BETWEEN 2. ALL' STEEL MEMBERS, CONNECTIONS, CONNECTORS, ETC.
2x4 SIDE RAILS W PILES (TYP) SHALLBE HOT DIPPED GALVANIZED. ALL METAL CONNECTORS
� / 3. ACCESS TO BE FROM UPLAND ON THE APPLICANTS PROPERTY, OR FROM WORKING
3/8"0 THRU BOLTS BARGE. WORKING BARGE NOT TO BE LOCATED OVER MARSH AT ANY TIME. STAGING AREA
MUST BE ROUTINELY INSPECTED AND MAINTAINED OVER THE
2x8 JOISTS FLUSH FRAMED SERVICEABLE LIFE OF THE STRUCTURE.
42 - ® 2. O.C. AND NAILED FOR MATERIALS TO BE IN THE APPLICANT'S DRIVEWAY.
(TYP); SEE NOTE 11 4. METAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. TIMBER IN CONTACT WITH 3. ALL' LUMBER USED FOR PILES, CROSS BRACES, AND
2x6 DECKINGyl GROUND TO BE CCA PRESSURE TREATED IN ACCORDANCE WITH WOOD PRESERVATIVE YOKES SHALL BE MARINE GRADE CCA LUMBER. ALL OTHER
2 - 2x8 STRINGERS INSTITUTE OF AMERICA GUIDELINES. ALL OTHER TIMBER TO BE ACQ TREATED, OR OTHER LUMBER TO BE NON -CCA TREATED OR APPROVED EQUAL
(EACH SIDE) W/2 - ROT -RESISTANT LUMBER TYPE. STAINLESS STEEL HARDWARE IS REQUIRED WITH THE USE
« 5/8"0 THRU BOLTS ® OF ACQ MATERIAL
POST CONNECTOR
• 2- 2x8 YOKE 5. NO MACHINERY OR EQUPMENT TO OPERATE IN THE MARSH.
2- 3/4"0 BOLTS;
SEE NOTE 11 6. CONSTRUCTION DETAILS TO BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION.
3x6 BRACING WITH 7. DISTURBED AREAS TO BE REVEGETATED TO MATCH PRE -CONSTRUCTION CONDITIONS.
4' MIN. 19 BOLTSA
4" DI.
OVER MARSH 3 / 8. OFF-SEASON STORAGE OF RAMP AND FLOAT, IF DESIRED, SHALL BE AN APPROVED x-3.7
,i UPLAND LOCATION SUCH AS THE APPLICANT'S DRIVEWAY.
• ; J 8"0 x 20' PERMANENT PILE
9. MINIMUM SPACE BETWEEN ALL DECK PLANKING TO BE 3/4".
10. ALL DIMENSIONS, GRADES, ETC. SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY
THE CONTRACTOR AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE X-4.0
15" MIN. ENGINEER TO BE RESOLVED PRIOR TO CONSTRUCTION. - 1 -
11. THE PIER SUPPORT FRWING CAN BE ALTERED TO INCREASE SPAN AND REDUCE THE /
NUMBER OF PILES. ANY PROPOSED CHANGES TO THE FRAMING SHALL BE APPROVED BY X -38
ANCHOR TYPE TO BE THE ENGINEER BEFORE IMPLEMENTATION. /
APPROVED BY
ENGINEER
SECTION B -BX -4.0
I
SCALE: 1"= 2' X -4.2
2x8 RAIL CAP
X-4.1
` 2x4 RAILS � � \
2x6 DECKING W/ 3/4" -3.0
SPACING BETWEEN PLANKS \ \ \
X - \
8" PILE e 3.7 \ \ \
2x8 JOISTS FLUSH FRAMED �e �s �o -2.0
® 2' O.C. AND NAILED (TYP)
O
(2) 2x8 STRINGERS yo°� \\
-2.70
2 - 2x8 YOKE 8 PIIS JSF. \\ � \\ �� 0
F4
O \ \ 5t
-30 3.0 \ / \\ X
- -3.0 )/
PIER VIEW 2.2.r \, -�X � \
TYPICAL ,
u , / \ BOIIY MARKER �
NOT TO SCALE \ \ / -22 _ _ _ - _
\ / _¢�
\4\% 1 \
Cp \ \ �• / 1
y ,tc • \ PROPOSED /
BENCHMARK: �! po \ \ \ \ •�rFe \ \ \ PILES (TYP)
MAP 101 TOP OF RODCAP ♦ " \ \° :� \ / / I -3- /
PARGEL 170 a 1 \ nom°�y \� \ Z ��--4-B 01
/
ELEV. 6.65 (MLW� - F ? \ �� / /
\ \ 4' OAK �� , \ �y •9P,,�\ ,r
®moo. �a\ 9♦ \ ��? �s.o °F?@p °G yGy y \ +F� \ \ \�
16.
®oJ'�nT 50' OFFSET FROM ,�T'\\ 6"\QAK �� 95 h�a �Fs}�\\ \ 3
\ eP OO
/��o� TOP OF BANK Q�, \�D 2fKC�AL• • ---�\ J/
...
/6 77 `�\ \ ` \ \ \ \T\q!! • �i� i• � \ ��
100' OFFSET FROM ®�P 6� ` '�� \ \ �� \ \ \
TOP OF BANK ® I h FT \ SFS \ z \ ` 1 \ \ S` 3� w �I!L
` \P!NE
\ 4 SPR Cc^ \R� v /-- -
\
FLOOD ZONE A5(EL6 NGVD)
iRIPLE�` FLOC ZONE C
\ F �' `,•�� \ \ _ 8' PINE �4}'' \�
is" PINE \\�i
9
PAINE ROAD40. WIDE)
(PUBLIC -
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MAP 101 ® \CEDAR r9,
`PARCEL 171
\ 2�
MAP 101
P PARCEL 172 -27
G�Go�oC' PLAN
110y,! �0 �7y\ / on in n om Rn
1 inch - 20 it
TIMBER PILE NOTES
FLOOD NOTE:
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1. ALL TIMBER FOUNDATION PILES SHALL BE OF TYPE 1 SPECIES LUMBER AS DEFINED IN SECTION 1822.0 OF THE
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
ON FEMA FIRM PANEL #25DO15 0002 D
MASSACHUSETTS STATE BUILDING CODE AND SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE "STANDARD FOR ROUND
o�,
TIMBER PILES", ASTM D-25.
BASS RIPE!
2. ALL TIMBER PILES SHALL BE PRESSURE TREATED WITH WATERBORNE CCA PRESERVATIVE IN ACCORDANCE WITH AWPA C3.
`
TREATMENTS SHALL CONFORM TO THE AWPB STANDARD MP -4. ALL PILE CUTOFFS SHALL BE TREATED IN ACCORDANCE WITH AWPI
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STANDARD M-4. THE MINIMUM PRESERVATIVE TREATMENT RETENTION FOR TIMBER PILES SHALL BE 2.5 PCF.
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ELEVATIONS SHOWN HEREON ARE BASED
3. BEFORE ANY TREATED PILES ARE DRIVEN, A CERTIFICATION SHALL BE SUBMITTED, CERTIFYING THAT THE PILES WERE FREE
ON MEAN LOW WATER VERTICAL DATUM
lyF r LOCUSµvcH , Bpe
Al
FROM DECAY, WERE PROPERLY PEELED AND OTHERWISE PREPARED BEFORE TREATMENT, AND THE METHOD OF TREATMENT, THE
CONVERSION TO NGVD = -1J
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CHEMICAL COMPOS111ON AND THE AMOUNT OF RETENTION OF THE PRESERVATIVE CONFORM TO THE REQUIREMENTS SPECIFIED
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LEGEND
HEREIN. THE PRESERVATIVE RETENTION SHALL BE DETERMINED BY ASSAY METHOD.
■ BOUND
3 '
>;S UGHTPOST
-_- FENCE
4. PILES SHALL BE 800 PSI MINIMUM COMPRESSIVE STRENGTH PARALLEL TO GRAIN AND SHALL MEASURE AT LEAST EIGHT INCHES
--lo-- CONTOUR
R PROPERTY UNE
(8") IN DIAMETER AT THE TIP.
UMIT OF WORK
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5. EACH PILE SHALL BE DRIVEN BY MECHANICAL MEANS, IN ONE PIECE, WITHOUT SPLICING, AND SHALL BE DRIVEN TO THE
o
MEAN HIGH WATER
DEPTHS SPECIFIED IN SECTIONS A -A OR REFUSAL ENGINEER SHALL BE NOTIFIED IF REQUIRED DEPTH CAN NOT BE ATTAINED.
• .. . MEAN LOW WATER
THIS DRAWING
I LL REGARD
6. DURING THE PILE , ANY SDDEN DECREASE INBE INVESTIGATED WITH
ARESISTANCE
U
a
EKY MAP
ECREASESNANCE DRIVIGCANNOT BE
TO THE POSSIBILITY OFIVING BREAKAGE OFOTHE PILEUVING AND IF SUCH SUDDEN
CORRELATED TO BORING DATA, AND IF THE PILE CANNOT BE REMOVED FOR INSPECTION, IT SHALL BE CONSIDERED ADEQUATE
R.
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NO SCALE
REASON FOR THE REJECTION OF THE PILE.
7. JETTING, AUGURING AND OTHER METHODS OF PRE -EXCAVATION TO ACHIEVE THE MINIMUM TIP ELEVATION MAY NOT BE
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PERMITTED WITHOUT PRIOR APPROVAL BY THE ENGINEER. WHERE PERMITTED, THE PRE -EXCAVATION MUST BE CARRIED OUT IN A
MANNER WHICH WILL NOT IMPAIR THE CARRYING CAPACITY OF THE PILES ALREADY IN PLACE. IMMEDIATELY AFTER COMPLETION OF
PLAN REFERENCES.
JETTING OR AUGURING, THE PILE SHALL BE ADVANCED TO THE MAXIMUM DEPTH OF PRE -EXCAVATION AND DRIVEN BELOW THIS
F
DEPTH TO THE REQUIRED DEPTH SPECIFIED HEREIN.
ASSESSORS MAP 101, PARCEL 171
8. THE PILE DRIVING CONTRACTOR SHALL KEEP AND SUBMIT A PILE DRIVING LOG FOR EACH PILE
LAND COURT PLAN 28477
9. THE END OF THE PIER SHALL BE ANCHORED TO THE GROUND WITH A HELICAL ANCHOR OR APPROVED EQUAL TO PREVENT
PLAN BOOK 395, PAGE 50
LIFTING IN AN ICE EVENT. TYPE OF ANCHOR AND ATTACHMENT METHOD TO BE APPROVED BY ENGINEER PRIOR TO
CONSTRUCTION.
BASS RIVER
EBB
E
FLOOD,
9
YARMOUTH, MA
OF THE PROPOSED WORK
THIS DRAWING IS PREPARED FOR PERMITTING PURPOSES
ONLY AND SHALL NOT BE USED FOR CONSTRUCTION
WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER.
I MHW TO END = 80't _
LAND SUBJECT TO COASTAL BEACH INTERTIDAL
COASTAL STORM FLOWAGE AREA LAND UNDER OCEAN
SECTIONS A -A
SCALE: l'-- 10'
' MUATION)
FLOOD NOTE:
k, NGINEERING
FLOOD ZONES C AND A5(EL6) AS SHOWN
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
ON FEMA FIRM PANEL #25DO15 0002 D
REVISED JULY 2, 1992.
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DATUM NOTE:
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ELEVATIONS SHOWN HEREON ARE BASED
ON MEAN LOW WATER VERTICAL DATUM
c(MLW).
CONVERSION TO NGVD = -1J
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LEGEND
o
■ BOUND
>;S UGHTPOST
-_- FENCE
--lo-- CONTOUR
R PROPERTY UNE
UMIT OF WORK
- - EDGE OF MARSH
o
MEAN HIGH WATER
o
• .. . MEAN LOW WATER
THIS DRAWING
REPRESENTS THE SCOPE
OF THE PROPOSED WORK
THIS DRAWING IS PREPARED FOR PERMITTING PURPOSES
ONLY AND SHALL NOT BE USED FOR CONSTRUCTION
WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER.
I MHW TO END = 80't _
LAND SUBJECT TO COASTAL BEACH INTERTIDAL
COASTAL STORM FLOWAGE AREA LAND UNDER OCEAN
SECTIONS A -A
SCALE: l'-- 10'
' MUATION)
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SCALE AS NOTED
DRAWiNGFH.E
C16859.dwg
DATE
3-6-07
DRAWNBY
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UPROJECT NO. 016859.00
OAS TAL
k, NGINEERING
OMPANY, INC.
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
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DRAWiNGFH.E
C16859.dwg
DATE
3-6-07
DRAWNBY
MJ/KES
CHECKED BY - -
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UPROJECT NO. 016859.00