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COASTAL
';e;"t ",Y ENGINEERING
A EXISTING LANDING TO BE _ _ %
IN
AND REPLACED MIST K „-.:�; 5
KIND OF_ COMPANY INC.
vii
Cranberry
Faze: 5 8 255,6Hwy. Orleans,7 02653
508.255
EXISTING TIMBER BULKHEAD
LIC. 6075 1± TO BE spa ► -
88' - -
PRINT WITH VINYL SHEETING `� r r • 116 3 F�61NG x2.2 LOCUS w
REPLACED IN SAME FOOT _ •
(SHOREGUARD CL9000 OR $ r TPs1 11
X 2 � f
EQUAL)- r r • m ; SWORDFISH OR _ lop
A.H.T. EL 2.1 (FORCED)P" • B(>LW1 x 2 6 X 5 2 1t1G t (! r" 5 5`' �� ✓'
D0 IN
r M.H.W. EL 1.8 (FORCED) TMBER Xe52 X 5.8 SHED ' :' NANTUCKET
� M.L.W. EL -1.1 (FORCED)
-3.2 11
+ ° SOUND
X 4.7 YARMOUTH, MA
t � KEY MAP
'i6' NO SCALE
1 A X6aSa-
PARKER'S RIVER ASSESSOR'S -4.6 : r - - - - r - - - �� ; PLAN REFERENCES -
PARKER'S MAP 25 PARCEL 15 z
X s- - r 8 SWORDFISH DRIVE ASSESSORS MAP 25, PARCEL 14 5
ALI
- t� SUNG DECK ' FAISALLINDAMI ALI
47 ANTHONY RD
DALTON, MA 01226
GENERAL NOTES
FLOOD NOTE:
® BUFF E RAL OTE FLOOD ZONE Al2 (EL. 12) AS SHOWN ON
1 -3.5 ?/� 1 1. THE PURPOSE OF THIS PROJECT IS TO RECONSTRUCT AN EXISTING FNLED TIMBER BULKHEAD. FEMA FIRM PANEL 1250015 0006D
1 *Ilvlf
, � ® i°� REVISED JULY 2 1992
®a2. THE EXISTING TIMBER BULKHEAD IS PERMITTED UNDER CHAPTER 91 WATERWAYS LICENSE 06075) FROM THE400'± TO OPPOSITE SHORELINE DEPARTMENT OF PUBLIC WORKS. THE BULKHEAD WILL BE RECONSTRUCTED IN THE EXISTING FOOTPRINT. �st1Nc D �_
';.. � DATUM NOTE:
' 3. SUPPLY MATERIAL, EQUIPMENT AND LABOR TO INSTALL THE PROPOSED WORK ALONG THE SHOREFRONT AS
1 r w DESCRIBED AND SHOWN ON THE PLAN AND DETAILS. ELEVATIONS SHOWN HEREON ARE BASED
ON THE NATIONAL GEODETIC VERTICAL
1 m 1 4. PERFORMANCE OF THE WORK SHALL BE IN COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND ORDER OF DATUM 1929 (NGVD 1929)
1 g rJ CONDITIONS ISSUED BY THE YARMOUTH CONSERVATION COMMISSION FOR THE REFERENCED PROJECT AND AS a
DESCRIBED BELOW.
1 1 1
45. ACCESS TO BE FROM THE UPLAND OF THE APPLICANTS PROPERTY. STAGING AREA FOR MATERIALS TO BE IN d
1 1 MAY. z
1 t 6. METAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION. SEAL
J#_2.i ` tH OF
►.� �. 7. SHEETING MATERIAL SHALL BE SHOREGUARD CL -9000. MINIMUM SHEETING LENG'i}i SHALL BE 18'. �� Ss-,
E. yc
� .6 ' 8. THE EXISTING ANCHOR SYSTEM WILL BE UTILIZED. THE EXISTING TIE BACKS WILL BE BROKEN AT A POINT ftoo C1DETowsKl y
THEN SHALL
ED TO PROPOSED 1-1/2-
DS
M. THE
4.9
EXISTING APPROX. LOC. N `• ` PROEPOSIED WALLEPLANED IN THE CEMENTD IS DESIGNED FOR 8' EXPOSU E. THE ANCHOR FORCE) ISE1R1 nKl 5o ANCHORS IU SHALL BE E�sGlsTeRe a�
SYSTEM (�) • _ TENSIONED TO CALCULATED ANCHOR FORCE MINIMUM THEN BACKED OFF AS NECESSARY TO STRAIGHTEN WALL ss e�
♦27 UTILIZE N REPAIR ♦ ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF MINIMUM DESIGN SPECIFICATIONS CAN NOT BE ATTAINED. A TORQUE LOG °""` E
SHALL BE KEPT BY CONTRACTOR DURING INSTALLATION OF ANCHORS AND GIVEN TC ENGINEER AT COMMENCEMENT OF
ASSESSOR'S MAP 25 PARCEL 13
16 SWORDFISH DRIVE
N/F
RALPH K TOMASIAN
PAMELA W MYERS
16 SWORDFISH DR
SO YARMOUTH, MA 02664
MUDUNE -2.6
ACS >• INSTALLATION. A PULL TEST SHALL ALSO BE IMPLEMENTED AND WITNESSED BY EN(,INEER.
CM
APP O jjA TE P� i 9. CONSTRUCTION DETAILS TO BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION.
- .omom 10. DISTURBED AREAS TO BE REVEGETATED TO MATCH PRE -CONSTRUCTION CONDITIONS.
•rte 100 00"' 11. CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY ENGINEER OF ANY DISCREPANCIES PIR16R TO
CONSTRUCTION.
12. ANY CHANGES TO ANCHORS AND SPECIFICATIONS SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO
IMPLEMENTATION.
PLAN
SWpRpF1SH
S 10 5 0 10 30
(2) 3'X10' CAP,
TOP OF WALL EL 6.5' N.G.VD.
6'x r GREENHEART
ANCHOR WALE
MHW EL 1.8
1X"
6'x 6'
GREENHEART
BOTTOM WALE
s
MLW -1.1
9' MN. EMBEDMENT
VARIES PROPOSED 3'x 8' PT BACK WALE
__41P11
BOLT 2' O.C.) WITH 3/4' HARDWARE
���IIIEXISTING GRADE MATERIAL TO BE
((VARIES) TO - EXCAVATED FOR
/ IIE PLANTED TIE ROD CONNECTIONS
5,STING_ TIE BACK TO BE
2 p BPXO?I AT INTERSECTION
OFPROPOSED,TE BACK .
APD WELDED TOGETHER /
W! -H 1'x 1' WELD J
PROPOSED 1'
THICK x 1' LC
WELD
_ 6`x e'
GREENHFART
. MIDDLE WALE
TIE -BAC
ROUGH WELD CONNECTION. EACH TIE -B
SFORE ARD ALL DEVELOP 11 TOPS MINIMUM.
PROPOSED
CL -9000 S SHEETING 18' CHOR/DEADMAN SIZE AND TYPE SHALL
MIN. LENGTH / APPROVED DY ENGINEER.
PROPOSED 3'x B' PT BACK WALE
(THRU-BOLT 2' (LC.) WITH 3/4' HARDWARE
FULL EMBI;')MENT WITH 18' SHEETS
REQUIRED, CONTACT ENGINEER IF
EMBEDMEN' CAN NOT BE REACHED
SECTION A -A
SCALE: 1':2'
1 inch - 10 &
8'±
3/4' THRU BOLT 0 7 O.C. FOR j' EXISTING PILE
SHOREGUARD
CL -9000 VINYL ANCHOR WALE (CWNTERSUNK) / (TO REMAIN)
SHEETING, 18 FEET �(/ GREENHEART ANCHOR
LONG I .--- 2'± O.C. --� WALE 6'X 6'
II II
II II
1 II
PROPOSED
10' II Ij �� II 3'X 8' BACK WALE
II II 16
1'x 1' WELD TO (MIN.)
I� ATTACH PROPOSED
I ANCHOR TIE RODS 1-1/2' MIN. DIA. - TIE ROD TO EXISTING I -
I I 0 8'± O.C.
UI ANCHOR FORCE = 11 MPS MIN. UI
II TO BE WELDED TO EXISTING TE ROD
II II
BULKHEAD DETAIL:
NOT TO SCALE
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SCALE
AS NOTED
DRAWING FILE
C17657.dwg
DATE
11-30-11
DRA WN BY
KES
CBECKED BY
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3.1.1
OF 1 STD?Ef5
c PROJECT NO. Cl %657.00
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