127-07 Oversized Plans

STA: 0+75.87
A = 900 00'00" RT.
BEGIN 721 LEVEL LANDING ® STA. 0+24.00
DECK ELEV. = 6.0'
6'-0"W X 13'6" TREATED TIMBER WALKWAY - CONSTRUCT TOP
FLUSH WITH GRADE AND 6 FT. MIN. FROM EDGE OF PAVEMENT -�
00.
NORMAL HIGH WATER LEVELEX. MANHOLE
APPROX. LOCATION OF PROPERTY LINE
EX. FENCE LINE 1 /
WALLACE VI, >�(3ARNER/
D.B. 788 PO_.._ 67)@-
EX. POWER POLE -
STORM SIZE UNKNOWN
EX. MANHOLE
PLAN VIEW
SCALE: 1 "=50'
cpoNjY
CAR�ERET ACCESS
PRE PN TE
END LEVEL LANDING ® STA. 10+30.22+
BEGIN LEVEL LANDING ® STA. 10+16.71 END BOARDWALK ® STA. 10+54.22+
DECK ELEV. = 6.3' DECK ELEV. = 4.3'+
APPROX. LOCATION OF `
CARTERET CO. PROPERTY LINE
s1A
EDGE OF MARSH �RTERET COUNTY 6►�
` ^�O'N
R�PAPPRpX�MA END LEVEL DECK ® STA. 9+96.31 ` \ � r -9�
DECK ELEV. = 8.0 \ tiu� c `\ ` / ��,t � �
STA: 9+15.88
0 = 33° 00'00" LT.
Ek GN
STA: 8+98.79 ! /
0 = 15000'00" LT.
STA: 8+86.87
A= 15000'00" RT. !' }
x 1l,
INV=-2.14
INV=-2,49 y /
INV=-2.54
INV=-2 01
(3 EDGE OF MARSH
l s\ /RAP
P APPROX. LOCATION OF TOWN �: GJ ���� \ ;` X. RIP,
OF BEAUFORT PROPERTY LINE
cl
(DB 1052 PG 425) �W fINC
TOWN CREEK r<' - V - INV.=-2.66
INV.=-2.95
(WO CLASSIFICATION SC)
/ INV.=-2.68
EX. POWER PO-E INV.=-3.03
/ i �� EX. EDGE OF MARSH, TYP.
NORMAL HIGH WATER LEVEL
x/z
O0Q�P�\PP�
EDGE OF MARSH
APPROXIMATE LIMITS
OF MARSH
r/ ,= S
STA: 2+54.93/.
0= 15°00 00,E LT. /
/
STA: 2+39.55 �x �> -.-`f ;, r' APPROXIMATE LIMIT OF 75 FT.
0 = 15000'00" RT. %��` f / WIDE COASTAL SHORELINE AEC
�/ r / STREET RIGHT-OF-WAY
/ BOUNDARY LINES
EDGE OF MARSH
Xx
LAN6WARD EDGE OF MARSH
,fix
'IN / STA: 0+61.29
i
0 = 90000'00" LT.
14, 00
BEGIN LEVEL BOARDWALK ® STA. 0+54.00
ELEV. = 8.0' G10.00
8.0o
!r' BEGIN BOARDWALK STA. 0+00.00
DECK ELEV. = 4.0'± >6.00
LEI 4,00
EX. POWER POLE
EX. CONCRETE SIDEWALK
EX. 30" CURB & GUTTER
4.00
z 1100
0 10.00
Q 8,00
Lu 4,0Q
J ", 1
Lit �( � o
0,00
2. 00
0.00
-m- 2. 00
X-SECTION B-B
SCALE: 1 =10
[phone] +830 _+00 4+20
X-SECTION A -A
SCALE:1 "=10'
STA: 10+23.46
0 = 45' 00'00" RT.
r / /EDGE OF WOODS
EX. WET WELL
EX. MANHOLE
EX. 8 DIP
INV.=1.80
EX. ELECTRICAL PANEL
\- EX. POWER POLE
4.4- 40
NOTES CONCERNING PILE DRIVING AND PILE DEPTH (ALSO SEE DWG NO 81)
WOOD PILES SHALL BE TREATED SOUTHERN PINE PILES CONFORMING TO ASTM D-25 AND WITH MINIMUM LOAD
CARRYING CAPACITY OF 4 KIPS/EACH. THE MINIMUM PILE DIAMETER SHALL BE 8 INCHES. THE DEPTH(S) TO
WHICH PILES ARE TO BE DRIVEN SHALL BE DETERMINED AS FOLLOWS:
1. ALL PILES, INCLUDING TEST PILES, SHALL BE DRIVEN WITH POWER OR GRAVITY HAMMERS.
2. THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER AT LEAST 15 DAYS PRIOR TO THE PLANNED START OF
TEST PILE DRIVING OPERATIONS THE SPECIFICATIONS FOR THE PILE DRIVING HAMMER, CAP BLOCK, AND
CUSHIONING MATERIAL HE PROPOSES TO USE TO DRIVE THE PILES. THE ENGINEER WILL DETERMINE THE
DRIVING CRITERIA FOR THE TEST PILES WITHIN 15 DAYS OF RECEIPT OF ADEQUATE SPECIFICATIONS FROM THE
CONTRACTOR.
3. THE CONTRACTOR SHALL FURNISH AND DRIVE AT LEAST TWO TEST PILES. THE TEST PILES SHALL BE AT
LEAST 20 FEETIIJ LENGTH. TEST PILES SHALL BE LOCATED SO THAT THEY MAY BE CUT OFF AND BECOME
PART OF THE COMPLETED STRUCTURE. AT LEAST ONE TEST PILE SHALL BE AT THE LOCATION OF THE
PROPOSED OBSERVATION PLATFORM. AT LEAST ONE TEST PILE SHALL BE LOCATED ALONG THE PROPOSED
RAMP AT THE Wf,TERWARD (OCEAN SIDE) OF THE PROPOSED PLATFORM.
4. TEST PILES SHALL_ BE DRIVEN IN ACCORDANCE WITH THE DRIVING CRITERIA PROVIDED BY THE ENGINEER AND
UNTIL THE BEARING CAPACITY REQUIREMENT PROVIDED AS PART OF THE DRIVING CRITERIA IS ACHIEVED.
5. THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER DRIVING RECORDS FOR EACH TEST PILE WITHIN 7 DAYS
OF COMPLETION OF TEST PILE DRIVING OPERATIONS. DRIVING RECORDS SHALL, AT A MINIMUM, INCLUDE BLOW
COUNT DATA, DEPTH BELOW LAND SURFACE TO WHICH THE PILE TIP WAS DRIVEN AND A DESCRIPTION OF
UNUSUAL OCCURRENCES DURING PILE DRIVING, IF ANY.
6. THE ENGINEER WILL PROVIDE TO THE CONTRACTOR A RECOMMENDATION AS TO THE LENGTH(S) OF THE
PRODUCTION PILES WITHIN 7 DAYS OF RECEIPT OF THE TEST PILE DRIVING RECORDS.
7. PRODUCTION PILES SHALL BE DRIVEN WITH THE SAME TYPE AND CAPACITY OF EQUIPMENT THAT WAS USED
FOR DRIVING TEST PILES. THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER DRIVING RECORDS FOR EACH
PRODUCTION PILE WITHIN 15 DAYS OF COMPLETION OF PRODUCTION PILE DRIVING OPERATIONS. EACH RECORD
SHALL INCLUDE A PILE IDENTIFICATION NUMBER THAT IS REFERENCED TO A MAP AND PROVIDED BY THE
CONTRACTOR.
MAY 2 3 2007
RA-
4.1- 80
0
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12145
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SCALE: AS SHOWN
DATE: JULY 22, 2005
DRWN. BY: D. PRICE/GKM
CHKD. BY: G.K. MESHAW
PROJECT NUMBER
G05035
DRAWING NO.
G2
SHEET NO.
2 OF 2