20080806 Ver 5_CSRM_CB_KB_AWD_PLANS_20190809

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NOTES:
1. THE APPROXIMATE LOCATION OF THE PIPELINE ROUTE USED BY CONTRACTORS DURING PAST RENOURISHMENT
CONTRACTS IS IDENTIFIED ON THE PROJECT OVERVIEW PLAN (SHEET G102).
2. THE CONTRACTOR SHALL NOTIFY THE TOWNS OF CAROLINA BEACH OR KURE BEACH NO LESS THAN 15 DAYS
PRIOR TO COMMENCEMENT OF PIPELINE PLACEMENT ON THE PARTICULAR BEACH. POINT OF CONTACT WITH
THE TOWN OF CAROLINA BEACH IS MICHAEL CRAMER, TOWN MANAGER, PHONE NO. 910-458-2996. POINT OF
CONTACT WITH THE TOWN OF KURE BEACH IS NANCY AVERY, TOWN CLERK, PHONE NO. 910-458-8216. PRIOR
TO PLACEMENT OF PIPE FOR THE PARTICULAR BEACH, THE CONTACTOR SHALL MEET ONSITE WITH THE
CONTRACTING OFFICER'S REPRESENTATIVE AND A REPRESENTATIVE OF THE NORTH CAROLINA WILDLIFE
RESOURCES COMMISSION TO DETERMINE THE EXACT PIPELINE ROUTE.
3. CAROLINA BEACH IS CONSIDERED SUITABLE NESTING HABITAT FOR SEA TURTLES. SEE PARAGRAPH,
ENVIRONMENTAL WINDOWS OF SECTION 01 57 19 OF THE SPECIFICATIONS FOR ENVIRONMENTAL
WINDOWS AND RESTRICTIONS.
4. SAND RAMPS SHALL BE CONSTRUCTED OVER PIPE ALONG PIPELINE ROUTE AT EACH BEACH ACCESS. IN NO CASE
SHALL DISTANCE BETWEEN RAMPS EXCEED 400 FEET. CONTRACTOR MAY BE REQUIRED TO BUR Y PIPE AT
HANDICAPPED RAMPS OR VEHICULACAR BEACH ACCESS POINTS.
5. CAROLINA BEACH NORTH PIER WAS DESTROYED BY HURRICANE FRAN IN 1998. THE PIER HAS BEEN REBUILT,
HOWEVER SUBMERGED PORTIONS OF THE DESTROYED PIER MAY REMAIN.
6. IMAGERY DATE: 13 DECEMBER 2017.
ARCHAEOLOGICAL / CULTURAL RESOURCE SITES
KURE BEACH'
F OFFSHORE
r/ BORROW AREA B
(SEE SHEET G106
I
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THE CONTRACTOR SHALL AVOID THE ARCHAEOLOGICAL/ CULTURAL RESOURCE
SITES IDENTIFIED ON THE PLANS. THE CONTACTOR SHALL NOT DISTURB OR CAUSE
ADVERSE IMPACTS TO THE HISTORICAL AND CULTURAL RESOURCES. TO ASSURE
THE RISK OF POTENTIAL IMPACTS TO CULTURAL RESOURCES ARE AVOIDED WITHIN
NEARSHORE AREAS SUBJECT TO PUMPOUT ACTIVITIES (I.E. ANCHOR POINTS), THE
CONTRACTOR SHALL CONDUCT SURVEYS FOR CULTURAL RESOURCES AND AVOID
ANY DOCUMENTED FEATURES OF POTENTIAL CULTURAL SIGNIFICANCE.
LEGEND
-------------' APPROX. PIPELINE ROUTE
r� f
BEACH FILL AREA
ARCHAEOLOGICAL/ CULTURAL
RESOURCE SITES
0 750 1500 3000
SCALE: 1" = 1500'
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G102

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CAROLINA BEACH INLET
�} _
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50'o DA"72 -- - - •
m m m o / RPS CAR0#1 0 -•_ _ -- -•_ m
o m m v_ i co A - o o "' - e v r r v '
i/ m� - e ui c-5� � o"q"'q`" �q q� g., NOTES: /I\
ROCK CGS 1918 0 / / X55 N 121,480 c:p/ 77 - cR
:1 y ti . _ . o „T„
E 2,339,187 / o m _ �_ le cn -q 09 � m 1. SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL MLLW.
/ o o m / : _ _ o - �B�0�1� m m ? ct4 � : _ _ : _ BORROW AREA LIMITS
� �, m r N m w w a' vBI-x'09
( i o o ul
i"� o Cider-�'� o _ _ _ D 2. PROJECT SURVEYED 25 SEPTEMBER 2018 WITH DISTRICT SURVEY VESSEL "WALT",
/ o_ _ cq a. INLET M CB 3- VV06-7 cle
N 121,516 i . ^/-7 o . - o - : - o - WAYI`614Ta o u, �0 o m " psi �9-� MC i� $ �, = USING RTK GPS. HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING
10
E 2,338,15 i' a / o " o _ M __ __ _ o m�14 0 _ _ _ EQUIPMENT. TIDE GAGE LOCATED AT: INLET WATCH MARINA, ELEVATIONS OF TIDAL DATUMS REFERRED TO
m _ _ : _ _ _ : _tal CB -V -'A 1004 !&. C O s Z. - - - MEAN LOWER LOW WATER (MLLW) ARE AS FOLLOWS:
- r o o3. HORIZONTAL DATUM NAD 1983. VERTICAL DATUM M.L.L.W.
` m o0 0 oma o `'v`�/N-tT'So"'o �o o"' � -iia=VT�
/- : _ -5 _ o _ : _ : _ co-6-9-6MpCB1q-v MEAN HIGHER HIGH WATER (MHHW)
oci � � -4 o o m N 121,806 4. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULT OF SURVEYS MEAN HIGH WATER MHW
�C�1-V �9-8 a o ( )
INLET WATCH MARINA /' • - o a r o ��� V — 9 �� v 9 � E 2,340,267 MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE
TIDE GAGE AIS i' _ o � o m _ _ o _ o B. o �, �� gi_v ARCHA OLOGICAL I NORTH AMERICAN VERTICAL DATUM -1988 (NAND)
WAYP INT2 _' / �_ o E.o �CB�04 �_D 74 t;
- o CU TURAS GENERAL CONDITIONS EXISTING AT THAT TIME
_ _ _ CBd::03-N.` 5 MEAN TIDE LEVEL (MTL)
Q� m . o . _ o . _ :� . mi�v� m R souRCE s E MEAN SEA LEVEL MSL
& INLET WAYPOIN ��� _07/ 1V1/A�VIIV ®�1� 0 �I b L�8�,05d,3F r QSG$IM:� o (MSL)
� v= �i c N `7 ` 7 _ i 6 �7 _ _ 5. NAVIGATION AIDS LOCATED BY SURVEY VESSEL ACCURACY +/- 10 FEET.
_ _ _ � o*N E. ' - LOCAL MEAN LOW WATER (MLW)
/ V �'° �BiB eBi 9 1 �, MEAN LOWER LOW WATER MLLW
/ a a�I i�9�/°k4� ��I Otx�/ 1! _6FOt2� o 04� o m o (MLLW)
"154A" SSI -(RJ 0 ' o
_ �BI-.09-1* m . - . _ _ m _ DESCRIPTION EASTING (FT) NORTHING (FT)
m M` V 2 CSI 03/-13m ` m m �� V (�-��Z.
m " €qB v: 9� 1 - -- o 5 S q o 0 o LTB B9 2340761 122672
N 121,3w_ B B7 2341869 122899
E 2,338,105 ' o o - - - - - -
- ��� m o -N 121,375 INLET WATCH -TB 2337288 121333
-•_ -: c=! _ o = -_ ' ._ " � E 2,339,959 B B154A 2337893 121320
Aw _:__ o : o + B B5 2342639 122848 LEGEND
i' m - - - - B B155A 2338117 121108
_ e N 121,287 B B155 2338372 122126
/ oE 2,338,737
CAPE FEAR SHIPWRECK
_ CIVIL WAR DISTRICT
i o
N 121,093 6. NOTE THAT HISTORICAL BORINGS CBI -V-09-6 CBI -V-09-7 AND CBI -V-09-13 WERE DESCRIBED
i m E 2,338,784 IN PAST ANALYSIS AS HAVING HIGH FINES OR HIGH SHELL CONTENT.
/
F " i ARCHAEOLOCAL/CULTURE
�*RESOURCE SITE
7. THE DREDGING SHALL BE ACCOMPLISHED SO THAT THE MOST SUITABLE MATERIAL
Ti, AVAILABLE FOR BEACH FILL IS PLACED WITHIN THE PRESCRIBED SECTION. SHOULD
� THE MATERIAL BEING PLACED ON THE BEACH CONTAIN AN EXCESSIVE AMOUNT OF LIMITS OF BORROW AREA
i SILT, CLAY OR SHELL AND BE CONSIDERED NOT SUITABLE FOR PLACEMENT ON THE
co
BEACH, THE CONTRACTOR SHALL MOVE IMMEDIATLY TO ANOTHER LOCATION WITHIN CBI -06-V-5
Ell
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M*14►; t THE BORROW LIMITS AND NOTIFY THE CONTRACTING OFFICER OF THE LOCATION OF BORING LOCATIONS
® BMSCSB-4CE1978T �/' !Q THE UNSUITABLE MATERIAL.
BM SCSB-3 CE 197$ `/amu SOUNDING
ca + \I
DREDGING LIMITS WIDTH VARIES
------t--EXIS�NG O---- _ELEV_ VARIES
----------------I---------- :--v -------
3
1
-40' MLW
�3
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FREEMAN PARK
Aw
ASSUMED SLOPE DURING DREDGING '
A .r
TYPICAL SECTIONb
CAROLINA BEACH INLET BORROW AREA
N.T.S.
Ae
NAVIGATION AIDS
0 75 150 300 600
SCALE: 1" = 300'
= 4.58'
= 4.24'
= 2.61'
= 2.19'
= 2.20'
= 0.15'
= 0.00'
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SEE NOTE 1) INLET BORROW AREA Z `
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OFFSHORE&VAV
BORROW AREA B
(SEE SHEET G106)
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NOTES:
1. THE SEAWARD EDGE OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED
AT THE TIME OF CONSTRUCTION. THE SEAWARD EDGE OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING CONSTRUCTION
BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.
2. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.
3. EXISTING BEACH SURVEY BY GEODYNAMICS IN MAY 2018. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.
4. THE CONTRACTOR SHALL CONSTRUCT SAND RAMPS OVER PIPE ALONG THE BEACH PIPELINE ROUTE. SAND RAMPS SHALL
BE PLACED AT EACH BEACH ACCESS AS A MINIMUM, BUT IN NO CASE SHALL DISTANCE BETWEEN RAMPS EXCEED 400 FEET.
5. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL
PROTECT ALL EXISTING STRUCTURES ON THE BEACH, INCLUDING ACCESS RAMPS, SIGNAGE, FENCES, ETC. FROM DAMAGE
DUE TO CONSTRUCTION.
6. THE CONTRACTOR SHALL CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY
DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL
BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS.
7. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC
THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES
SHALL INCLUDE MOVEABLE SAFETY FENCE AT THESE LMITS TO EXTEND FROM DUNE TO THE WATERS EDGE, CLOSURE OF ANY
PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN
RAMPS AND PUBLIC ACCESS WAYS.
CAROLINA BEACH
SOUTH END
LEGEND
-••�••��•-••- EXISTING BASELINE
EXISTING INDEX CONTOURS
EXISTING INTERMEDIATE CONTOURS
--fAHW-•- EXISTING MEAN HIGH WATER LINE (APPROX.)
APPROXIMATE SLOPE INTERCEPT
BEACH FILL (NEW WORK)
PUBLIC BEACH ACCESS (STAR)
V IF VEHICLE ACCESS (V)
O 50 100 2(
SCALE: 1" = 100'
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0
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EXISTING BASELINE
4. SAND RAMPS SHALL BE CONSTRUCTED OVER PIPE ALONG PIPELINE ROUTE AT EACH BEACH ACCESS. IN NO CASE SHALL DISTANCE
00
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p
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5. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL
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PROTECT ALL EXISTING STRUCTURES ON THE BEACH, INCLUDING ACCESS RAMPS, SIGNAGE, FENCES, ETC. FROM DAMAGE
DUE TO CONSTRUCTION.
--MHW-•-
O
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to
N
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777
BEACH FILL (NEW WORK)
0
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TRANSITION
NOTES:
zo
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w
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AT THE TIME OF CONSTRUCTION. THE WIDTH OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING CONSTRUCTION
0
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BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.
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LEGEND
3. EXISTING BEACH SURVEY BY GEODYNAMICS IN MARCH 2017. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.
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EXISTING BASELINE
4. SAND RAMPS SHALL BE CONSTRUCTED OVER PIPE ALONG PIPELINE ROUTE AT EACH BEACH ACCESS. IN NO CASE SHALL DISTANCE
00
N
BETWEEN RAMPS EXCEED 400 FEET. CONTRACTOR MAY BE REQUIRED TO BUR Y PIPE AT HANDICAPPED RAMPS OR VEHICULACAR
p
QCOCD
EXISTING INDEX CONTOURS
BEACH ACCESS POINTS.
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EXISTING INTERMEDIATE CONTOURS
5. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL
PROTECT ALL EXISTING STRUCTURES ON THE BEACH, INCLUDING ACCESS RAMPS, SIGNAGE, FENCES, ETC. FROM DAMAGE
DUE TO CONSTRUCTION.
--MHW-•-
EXISTING MEAN HIGH WATER LINEAPPROX.
( )
6. THE CONTRACTOR SHALL CONTINUALLY CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY
APPROXIMATE SLOPE INTERCEPT
DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL
BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS.
777
BEACH FILL (NEW WORK)
7. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC
THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1 000'AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES
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SHALL INCLUDE KEEP OUT SIGNS EVERY 100 -FT AT THESE LMITS TO EXTEND FROM DUNE TO THE WATERS EDGE, CLOSURE OF ANY
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PUBLIC BEACH ACCESS (STAR)
PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN
IF VEHICLE ACCESS (V)
RAMPS AND PUBLIC ACCESS WAYS.
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0
1 1 2
3 1 4
ASSUMED SLOPE DURING
CONSTRUCTION
(SEE NOTE 3)
SEAWARD SIDE
EL 5.5
1 MHW (+1.4' NAVD 88)
SLOPE7
m -----_
INTERCEPT - -
MINUS
TOLERANCE
-100 -50 0 50 100 150 200 250 300 350 400 450 500 550 600
DISTANCE IN FEET FROM BASELINE
C� TVDI('AI TPAKICITlnnl CP:('TInKI
TABLE 1 SOUTH END
CONSTRUCTION BERM
OFFSET
DISTANCES
STATION
DIST. TO
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CONST.
BERM
BASELINE I
DISTANCE VARIES W
168.3
1+00
SEE TABLES 1, 2 00
2+00
207.0
(SEE NOTE 2) z
226.3
4+00
245.7
5+00
265.0
O
332.5
80+00
343.8
229.5
20
VARIES
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198.1
0
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L
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z
0 i--
w (SEE NOTE 3)
0
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=
-5-7CONSTRUCTION
U
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BERM
J
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5
W
I
z
0
0
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EXISTING GROUND
j
-20
j
3 1 4
ASSUMED SLOPE DURING
CONSTRUCTION
(SEE NOTE 3)
SEAWARD SIDE
EL 5.5
1 MHW (+1.4' NAVD 88)
SLOPE7
m -----_
INTERCEPT - -
MINUS
TOLERANCE
-100 -50 0 50 100 150 200 250 300 350 400 450 500 550 600
DISTANCE IN FEET FROM BASELINE
C� TVDI('AI TPAKICITlnnl CP:('TInKI
TABLE 1 SOUTH END
CONSTRUCTION BERM
OFFSET
DISTANCES
STATION
DIST. TO
RT. EDGE
CONST.
BERM
SOUTH END
0+00
168.3
1+00
187.7
2+00
207.0
3+00
226.3
4+00
245.7
5+00
265.0
* SEE NOTE 2
STATIONS 0+00 TO 5+00
STATIONS 73+00 TO 81+00
NOT TO SCALE
5
STABLE 2
CONSTRUCTION BERM
OFFSET
DISTANCES
STATION
DIST. TO
RT. EDGE
CONST.
BERM
SOUTH END
73+00
265.0
74+00
276.3
75+00
287.5
76+00
298.8
77+00
310.0
78+00
321.3
79+00
332.5
80+00
343.8
* SEE NOTE 2
Lu
44
BASELINE
1 265'
M
DISTANCE z
VARIES 0
6
i
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i
20 ! DIST.VARIES
15
10 uii
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z i
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w
w -10 i
7
10H:1V
CONSTRUCTION BERM
u
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\ �Sh,.,V SLOPE
_ INTERCEPT
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TOLERANCE
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-15
-20
-100 -50 0 50 100 150 200 250 300 350 400 450 500 550 600
DISTANCE IN FEET FROM BASELINE
20 I U
1 / \ ^ PLUS 0 ASSUMED SLOPE DURING
15 / TOLERANCE o CONSTRUCTION
w 10 � (SEE NOTE 3)
w EL 5.5
z 57
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0 0z
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> -5
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DISTANCE IN FEET FROM BASELINE
� TVDI('AI RDArW CGr­rinKi
BASELINE i 145' w STATIONS 5+00 TO 72+00
m
1 DISTANCE ~
(n
20 VARIES 210' O
15 PLUS ASSUMED SLOPE DURING
r J \ \ TOLERANCE o CONSTRUCTION
� 10 1 F_: (SEE NOTE 3) SEAWARD SIDE
J
w I � �EL5.5
z5 i \_____________________ MHW (+1.4' NAVD 88)
0 0 1 '�Sy7V
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> -5 -
w 1 CONSTRUCTION BERM MINUS - -
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-15 1 EXISTING GROUND INTERCEPT \ \
-20
-100 -50 0 50 100 150 200 250 300 350 400 450 500 550 600
DISTANCE IN FEET FROM BASELINE
TYPICAL BEACH SECTION
NOTES: STATIONS 81+00 TO 84+00
1. THE WIDTH OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED AT THE
TIME OF CONSTRUCTION. THE BASIS FOR DETERMINING THE WIDTH OF THE CONSTRUCTION BERM WILL BE THE GOVERNMENT'S
INTERPRETATION OF THE BORROW AREA AND BEACH PROFILE SURVEY, AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.
2. THE WIDTH OF THE STORM BERM AND THE DUNE IS DEPENDENT UPON THE CONDITION OF THE BEACH PROFILE AT TIME OF
BEACH FILL PLACEMENT. THE BASIS FOR DETERMINING THE WIDTH OF THE STORM BERM AND THE DUNE WILL BE THE
GOVERNMENT'S INTERPRETATION OF THE PREPLACEMENT BEACH SURVEY.
3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.
THE 15H:1V SEAWARD SLOPE IS THE INITIAL ASSUMED SLOPE FOR PAYMENT AND QUANTITY PURPOSES.
4. EXISTING BEACH SURVEY BY NEW HANOVER COUNTY MARCH 2018. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.
5. THE CONTRACTOR SHALL NOT REMOVE OR RELOCATE ANY EXISTING BEACH MATERIAL THAT IS ABOVE THE BEACH FILL
PROFILE PRIOR TO CONSTRUCTION.
6. AS AN OPTION TO THE CONTRACT AND AT THE DIRECTION OF THE CONTRACTING OFFICER, THE CONTRACTOR
SHALL TILL ANY FILL AREAS IDENTIFIED BY THE CONTRACTING OFFICER. BEACH TILLING LIMITS SHALL BE ALONG
THE ENTIRE LENGTH OF THE BEACH FILL AREA FROM THE SEAWARD TOE OF THE STORM BERM TO MEAN HIGH
WATER (ELEV. +1.4 FT NAVD 88).
7. A VERTICAL TOLERANCE OF +/- 0.5' ABOVE AND BELOW THE PRESCRIBED BERM AND DUNE GRADE AND SLOPES, LINE SHALL BE PERMITTED
IN THE FINISHED SURFACE. BELOW THE MEAN HIGH WATER LINE (+1.40' NAVD88) THE FILL MATERIAL WILL BE ALLOWED TO ASSUME ITS
NATURAL SLOPE RESULTING FROM THE EFFECTS OF WAVE AND WATER LEVEL CONDITIONS. FOR PAYMENT PURPOSES, THE TOLERANCE
LINE SHALL EXTEND THE ENTIRE DUNE, STORM BERM, BERM AND SLOPES (LANDWARD, INTERMEDIATE, AND ASSUMED SEAWARD SLOPE) TO
INTERSECTION OF THE LANDWARD AND ASSUMMED SEAWARD SLOPE AND PRE -CONSTRUCTION SURVEYED CONDITION. SEE SPECIFICATION
SECTION 35 20 23 FOR MEASUREMENT AND PAYMENT AND ALLOWABLE TOLERANCE.
STA. 84+50 TO 120+00
NOT TO SCALE
i
I�
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BASELINE
I
i 105'
I
20 DUNE 125' 1 30' 50' 40'
15 5H:1V\ EL 12.5
Lu
10 +- � -
z 5 10H:V - -
0 0 1STORM BERM
w
355'
210'
PLUS -�
TOLERANCE
EL 9.5
10H:1V
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m
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0
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CD
0
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10
ASSUMED SLOPE
DURING CON-
STRUCTION
(SEE NOTE 3)
SEAWARD SIDE
MHW (+1.4' NAVD 88)
\ 7Sy.'V SLOPE
_ INTERCEPT
MINUS
TOLERANCE
-15 EXISTING GROUND
-20
-100 -50 0 50 100 150 200 250 300 350 400 450 500 550 600
DISTANCE IN FEET FROM BASELINE
� TVpI(_AI nl imp gPr__TInKI
CONSTRUCTION BERM
OFFSET
DISTANCES
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CONST.
BERM
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355.0
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339.3
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ASSUMED SLOPE
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w
STRUCTION
00
(SEE NOTE 3)
EL 5.5
SEAWARD SIDE
127+00
MHW (+1.4' NAVD 88)
\ �Sh,.,V SLOPE
_ INTERCEPT
MINUS - - - - _
TOLERANCE
EXISTING GROUND \
-15
-20
-100 -50 0 50 100 150 200 250 300 350 400 450 500 550 600
DISTANCE IN FEET FROM BASELINE
20 I U
1 / \ ^ PLUS 0 ASSUMED SLOPE DURING
15 / TOLERANCE o CONSTRUCTION
w 10 � (SEE NOTE 3)
w EL 5.5
z 57
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0 0z
C� TYPIr.AI RFAr.H gFr.TInN
> -5
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EXISTING GROUND MINUS INTERCEPT - -
-15 TOLERANCE
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-100 -50 0 50 100 150 200 250 300 350 400 450 500 550 600
DISTANCE IN FEET FROM BASELINE
� TVDI('AI RDArW CGr­rinKi
BASELINE i 145' w STATIONS 5+00 TO 72+00
m
1 DISTANCE ~
(n
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15 PLUS ASSUMED SLOPE DURING
r J \ \ TOLERANCE o CONSTRUCTION
� 10 1 F_: (SEE NOTE 3) SEAWARD SIDE
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z5 i \_____________________ MHW (+1.4' NAVD 88)
0 0 1 '�Sy7V
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> -5 -
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-15 1 EXISTING GROUND INTERCEPT \ \
-20
-100 -50 0 50 100 150 200 250 300 350 400 450 500 550 600
DISTANCE IN FEET FROM BASELINE
TYPICAL BEACH SECTION
NOTES: STATIONS 81+00 TO 84+00
1. THE WIDTH OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED AT THE
TIME OF CONSTRUCTION. THE BASIS FOR DETERMINING THE WIDTH OF THE CONSTRUCTION BERM WILL BE THE GOVERNMENT'S
INTERPRETATION OF THE BORROW AREA AND BEACH PROFILE SURVEY, AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.
2. THE WIDTH OF THE STORM BERM AND THE DUNE IS DEPENDENT UPON THE CONDITION OF THE BEACH PROFILE AT TIME OF
BEACH FILL PLACEMENT. THE BASIS FOR DETERMINING THE WIDTH OF THE STORM BERM AND THE DUNE WILL BE THE
GOVERNMENT'S INTERPRETATION OF THE PREPLACEMENT BEACH SURVEY.
3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.
THE 15H:1V SEAWARD SLOPE IS THE INITIAL ASSUMED SLOPE FOR PAYMENT AND QUANTITY PURPOSES.
4. EXISTING BEACH SURVEY BY NEW HANOVER COUNTY MARCH 2018. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.
5. THE CONTRACTOR SHALL NOT REMOVE OR RELOCATE ANY EXISTING BEACH MATERIAL THAT IS ABOVE THE BEACH FILL
PROFILE PRIOR TO CONSTRUCTION.
6. AS AN OPTION TO THE CONTRACT AND AT THE DIRECTION OF THE CONTRACTING OFFICER, THE CONTRACTOR
SHALL TILL ANY FILL AREAS IDENTIFIED BY THE CONTRACTING OFFICER. BEACH TILLING LIMITS SHALL BE ALONG
THE ENTIRE LENGTH OF THE BEACH FILL AREA FROM THE SEAWARD TOE OF THE STORM BERM TO MEAN HIGH
WATER (ELEV. +1.4 FT NAVD 88).
7. A VERTICAL TOLERANCE OF +/- 0.5' ABOVE AND BELOW THE PRESCRIBED BERM AND DUNE GRADE AND SLOPES, LINE SHALL BE PERMITTED
IN THE FINISHED SURFACE. BELOW THE MEAN HIGH WATER LINE (+1.40' NAVD88) THE FILL MATERIAL WILL BE ALLOWED TO ASSUME ITS
NATURAL SLOPE RESULTING FROM THE EFFECTS OF WAVE AND WATER LEVEL CONDITIONS. FOR PAYMENT PURPOSES, THE TOLERANCE
LINE SHALL EXTEND THE ENTIRE DUNE, STORM BERM, BERM AND SLOPES (LANDWARD, INTERMEDIATE, AND ASSUMED SEAWARD SLOPE) TO
INTERSECTION OF THE LANDWARD AND ASSUMMED SEAWARD SLOPE AND PRE -CONSTRUCTION SURVEYED CONDITION. SEE SPECIFICATION
SECTION 35 20 23 FOR MEASUREMENT AND PAYMENT AND ALLOWABLE TOLERANCE.
STA. 84+50 TO 120+00
NOT TO SCALE
i
I�
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BASELINE
I
i 105'
I
20 DUNE 125' 1 30' 50' 40'
15 5H:1V\ EL 12.5
Lu
10 +- � -
z 5 10H:V - -
0 0 1STORM BERM
w
355'
210'
PLUS -�
TOLERANCE
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10H:1V
Lu -10 CONSTRUCTION BERM
I
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w
m
U)
z
0
U
Lu
CD
0
Lu
10
ASSUMED SLOPE
DURING CON-
STRUCTION
(SEE NOTE 3)
SEAWARD SIDE
MHW (+1.4' NAVD 88)
\ 7Sy.'V SLOPE
_ INTERCEPT
MINUS
TOLERANCE
-15 EXISTING GROUND
-20
-100 -50 0 50 100 150 200 250 300 350 400 450 500 550 600
DISTANCE IN FEET FROM BASELINE
� TVpI(_AI nl imp gPr__TInKI
TO BE DETERMINED
NOT TO SCALE
NOTE (DUNE CONSTRUCTION):
1. IT IS ANTICIPATED THAT 500-800 LINEAR FEET OF DUNE CONSTRUCTION
MAY BE REQUIRED ALONG SOME AREAS OF BEACH WHERE EXISTING
DUNES HAVE BEEN DAMAGED FROM RECENT STORM EVENT. THE
LOCATIONS OF THE DUNE CONSTRUCTION TO BE DETERMINED FROM
PREPLACEMENT SURVEYS AND SUBJECT TO THE APPROVAL OF THE
CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE.
� TABLE 3
CONSTRUCTION BERM
OFFSET
DISTANCES
STATION
DIST. TO
RT. EDGE
CONST.
BERM
120+00
355.0
121+00
339.3
DISTANCE VARIES
W
123+00
307.9
124+00
SEE TABLE 3
00
BASELINE
126+00
260.9
127+00
245.2
128+00
229.5
129+00
213.8
z
198.1
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z
..:�i
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3: CD
0
Z
2O
I
Q�
U PLUS ASSUMED SLOPE DURING
� TOLERANCE
co
U
LU
i
co
00
CONSTRUCTION
-
15
I
BERM WIDTH VARIES
w (SEE NOTE 3)
w
10
i
=
SEAWARD SIDE
U
-'
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EL 5.5
z
5
-
----------------- - - - - -
--------
\ _-------------` lsy MHW (+1.4' NAVD 88)
z
0
0
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SLOPE
j
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j
_
CONSTR CU TTON-GE-Rf� INTERCEPT
w
w
_10
I
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MINUS
j
TOLERANCE EXISTING GROUND
-15
I
0
EXISTING ROCK REVETMENT (NTS, TYP)
-20
Q
U
-50
0
50 100 150 200 250 300 350 400 450 500 550 600
DISTANCE IN FEET FROM BASELINE
TYPICAL ROCK REVETMENT & TRANSITION SECTION
STA 120+00 TO STA 140+00
0
NOT TO SCALE
TO BE DETERMINED
NOT TO SCALE
NOTE (DUNE CONSTRUCTION):
1. IT IS ANTICIPATED THAT 500-800 LINEAR FEET OF DUNE CONSTRUCTION
MAY BE REQUIRED ALONG SOME AREAS OF BEACH WHERE EXISTING
DUNES HAVE BEEN DAMAGED FROM RECENT STORM EVENT. THE
LOCATIONS OF THE DUNE CONSTRUCTION TO BE DETERMINED FROM
PREPLACEMENT SURVEYS AND SUBJECT TO THE APPROVAL OF THE
CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE.
� TABLE 3
CONSTRUCTION BERM
OFFSET
DISTANCES
STATION
DIST. TO
RT. EDGE
CONST.
BERM
120+00
355.0
121+00
339.3
122+00
323.6
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292.3
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276.6
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260.9
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245.2
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229.5
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213.8
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TABLE 3
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1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD).
2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V.
3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS.
PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED
ALONG THE PROJECT SHORELINE.
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1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD).
2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V.
3. THE WIDTH OF THE CONSTRUCTION BERM WILL DEPEND ON THE FORESHORE SLOPE DURING PLACEMENT AND THE REQUIRED VOLUME TO BE PLACED BETWEEN BASELINE STATIONS.
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C309

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1 1 2 1 3 1 4 1 5 1 6 1 7 1 8
/ ELEVATIONS OF TIDAL DATUMS REFERRED TO
MEAN LOWER LOW WATER (MLLW) ARE AS FOLLOWS:
MEAN HIGHER HIGH WATER (MHHW) = 4.60'
MEAN HIGH WATER (MHW) = 4.25'
NORTH AMERICAN VERTICAL DATUM -1988 (NAVD) = 2.65'
KBV-12-06,'/��' ��� �' % /� i'-'(''"^\\'� MEAN TIDE LEVEL (MTL) = 2.20'
KBV-1 2-08 MEAN SEA LEVEL (MSL) = 2.10'
LOCAL MEAN LOW WATER (MLW) = 0.15
KBV-12-07
MEAN LOWER LOW WATER (MLLW) _ '
/ 0.00
\ \ \ 1 I 1 - / / KBV-18-08 -8-13 I \.
I'll.KBV 1KBV 18 16
\ / �_
1000.
/ ♦ M t"�
Iv
,/ `/, 'I,�,/`. _ `KBV-12-05 f•�-,1' w r / -
/ KBV-12-53
KBV-12-02 -' /' KBV-12-03 ~ /' KBV-12-04 - ` ��' =-/ i
9
TABLE 1
ELEV. OF DREDGING LIMITS
DREDGE
ZONE
ELEVATION
NAVD88
B-1
-44'
B-2
-38'
B-3
-46'
B-4
-48'
B-5
-51'
B-6
-45'
B-7
-47'
J.
fe
—•'-/-i---''\y ' /' \,,\�—_/- L J-\-,--',,\ �` KBV 44 .., /; �, / -, ` , , , % , _ _ //-' /
- i KBV-12-01 / /- ,/ o. �_ KBV 12 15 r I / , ,/ ,I \ /
,-\, -' , -- I.._� /. / / •, I KBV-43 �, 1 / /
, \ 0�, /1 / , / ♦ 1, . \ ,
-35 i /' ,/ , ' ,���♦ �!� ,1 /✓'i /-\_/1 Y /� �� _ ,j—\ , // 1 \ / CBV-18 /! ; ' /1
KOV 118-17/ _ / / /�� Ffif$,,✓ /.., /L♦ -% /, /, , 1
/ '' % -' V` 1x'=014 ; ,,SKBV '�'8-�9`-�' !R/
� - � ' ' - '-' ..-,/ / ,1�.� '
_ _ / - /'/ / ' // 1 / ✓♦ - 1 _ _ , _ / / KBV-1 2-13' '/' // �/ lam'\/ / ,�
KBV 12 10.w✓ /' I ' KBV 12 11 KBV-12 12 KBV-12-14 , KBV- - 7.�
- KBV-12-48
/ ;'S KBV-12-09' KBV-41 �; / /; `-/ �__/ I___�-- -�w , -\
, ,- I , ,� l 1 / KBV-12-16
' KBV 45 ' ' v - ` _ \
KBV-12-47 _ / -' _ / i �` i KBV-42 -/- i� ,
v /\, ., KBV 36 ► - / 1 / I / •�
01
♦ ,/' � ' l` / 'C�C�� C ��_�'_'_-v'�' ..'.'\,/_— j —'`''� v ^-� = ,v 35, / �_/ / ' I ! `` �' -1 C ♦ / / _ , KB� 1 8 Al '-'
' _ . _ \ , ,
K�3V-�I8-02 I -/ _ / ,/' /�,c'�-p ` \_�-J; / KBV-18�''(^^8`=9$t?_, \\K� �1\\-fit.__/t
B .14
KBV-12-21' /, i
KBV-12-25 - KBV-12-24, ��' KBV-12-23 1 , ' �' I �, \, \ / n. i ,\\ �.
_ -- KBV-12-22-- KBV-12-19 I/ KBV-12-18 \ /
'~---
' B-3 `l-- ! /-' i (` j 1, / - /' KB -6 ; \ `- KBV-12-34 -\
Uy. �I 1 ��. /
w ,_ ; /'' \ ' �/' I ` KBV-12-20 ,-- , / I
I , ' KBV 3 / I , \, , KBV-12-33 -_- , -
KBV-12-52 / KBV-37 / ,' ' - , -4U ._- , \
z, KBV-40 / / /
SKOV
-I -` KBV- /$ /'4� ' ; ` 1.�--1-9�J,---�L� KBV�1lo\ 41
8= ' -1 ';- i ' ' \\
\ I• ,\
-_, KBV-18�.� I _, ,
%
� _ - KBV-46 - / / /-, / ,� , , I \_/ . \_ ,r KBV-12-32 -- I ' i '' KBV-12-37
L./ /' \ ' /' ; ' _KBV-12-30 �' ��-� `, ^'- �'I, KBV-12-31 \ ' ; ,_KBV-12-35 / KBV-12-36 , ',
KBV 38 ' / , / / ;KBV 4 ,' ti. - , ► / / \ \- /♦
KBV-12-27 - / �1 / , // �// , , ,� - ��/_ - ,, •., \' \ \
/ _ / KBV-1 /, , I \ / , .
KBV-12-51 - �\ KBV-12-26 ,,' ,, ;"/�" ,/ KBV-12-28' 'KBV-12-29 %/ / / / �.-► .- : 1 :5� /,-/ , / ,,/// /- �_- , I l I \
KBV 2 , \,-_ ` / KBV-7 / / ,
�/ --- 1 v \� i41
o
•_--- ~ '% ' '' /''%, - _ ;=1.8-.0 CBV-17.1 "g6� �'! = ^.! �i1 ti -, �_ /, I _ ! , ; �� ^ ; ��' / �_
1 ti /
KBV-10- 2 _
/ KBV-18;1 ,� i , a, /' / ,�, - „ / / ' CBV 28 ��'-'ria 6// , /, / 1 I // /it/
V �' /l /1 i //, ) , j-1 _/.off. I /i % , `I ` ' L.�i i `\lil I
• J. - I /I , , , , / �/ 1 KBV-12-42 ' I KBV-12-41,/ ' I / . // -
- / , / �,' �,' , / I KBV-12-40 1 -' ; /� / I\ `,, ,
,, / -� 41 KBV-39 / , , S 'KBV-5 / - KBV-12 " i /'/ i 1 11 , t__ KBV-12 38 ` \ ,✓- i%�' i
KBV-12-50 KBV-12-49 •/''.,/ ,/' i - ! ; ; ; ; ` !\ KBV-12-43 - /_� \ B 6 %. ' ,'\ ''' i y4 KBV-10 , KBV-12-39 `-----`- 'KBV, 8
r /' / ♦ / - -,4 \
4.
1/7., XtIVl &17
117 1-- /_ /I I/- \ _15, 1 '7
1 1
NOTES: �- / / l I`\ ✓ - , / /, //
'' �/ . �- ✓ / / ,,- //,_ ,/ >-
/1 ./// , i 1 \. �/ KBV 11 / / , �i I_ i I / I 1 ` /
I KBV-12-44 � _ -
1. THE CONTRACTOR SHALL SELECT ONE OF THE IDENTIFIED ZONES AND ' KBV 9 /
BEGIN DREDGING IN THAT AREA. UPON DEPLETION OF SUITABLE MATERIALC3 14 I �i ),
WITHIN THAT ZONE OR WHEN DIRECTED BY THE CONTRACTING KBV-4$ % 1 / I'`,; -L--\ \ KBV-12%-45'/�.- KBV-12-46 L ,'
OFFICER, THE CONTRACTOR SHALL PROCEED TO DREDGE IN ANOTHER �J I I `� '✓ �, I ` /-� \`�-� `` i ' I `-'' \ / ' ^i'
ZONE. NOTE THAT ZONES B-4 & B-5 WERE DREDGED IN MARCH 2013 AND vol l / /' 1 I I —`_® I / / / ti-/ /' / ,/ 110
SUITABLE MATERIAL REMAINS IN ZONES B-4 & B-5. SUITABLE MATERIAL IS ` ►/ _k -- / 1
ANTICIPATED IN ALL OTHER ZONES EXCEPT IN THE AREA SHOWN WITHIN \`\��`;-,_.,/''' %J �` 1\1 �' ,� /'' I
ZONE B-7 WHERE UNACCETABLE MATERIAL WAS ENCOUNTERED DURING `--
PAST DREDGING OPERATIONS. THE CONTRACTOR SHALL NOT DREDGE WITHIN $
THE HIGHLIGHTED AREA. KBV-49,' 1"'' 1\ \/g' -/' '' j 1/✓ b/ / ;i'/
(!" / I , I / KBV-50
/ %,-, 1 ✓ 1, \\// !/ /& /
2. THE DREDGING SHALL BE ACCOMPLISHED SO THAT THE MOST SUITABLE
MATERIAL AVAILABLE FOR BEACH FILL IS PLACED WITHIN THE PRESCRIBED \'I l I/
10
BORROW AREA
BOUNDARY COORDINATES
PT.
NORTHING
EASTING
1
111,002.6
2,341,108.0
2
111,696.6
2,341,381.1
3
111,977.5
2,341,711.1
4
112,983.8
2,343,986.0
5
113, 22 5.1
2,344,962.5
6
113,124.0
2,345,470.8
7
112,859.5
2,345,500.5
8
112,563.2
2,346,637.7
9
111,785.0
2,347,373.9
10
111,364.3
2,347,379.5
11
110,880.7
2,349,839.8
12
110,502.8
2,350,664.9
13
109,889.7
2,351,220.0
14
109,000.3
2,352,015.5
15
107,960.7
2,352,719.4
16
107, 515.1
2, 352, 330.5
17
107,602.8
2,351,070.3
18
107, 345.1
2, 350, 752.2
19
106,926.6
2,350,695.9
20
106,207.1
2, 350, 750.4
21
105,529.2
2,350,557.6
22
105,673.0
2,349,425.9
23
106,513.5
2,348,473.3
24
107,258.5
2,348,291.1
25
107,977.9
2,347,697.7
26
108,955.9
2,347,509.7
27
109,513.3
2,347,018.3
28
108,530.3
2,346,013.3
29
108,643.8
2,343,980.1
30
108, 462.1
2, 343, 022.1
31
108,502.3
2,342,136.0
32
108,628.4
2,341,756.3
33
108,894.1
2,341,549.2
34
109,176.2P2,341,123.6
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35
110,045.5
BORROW AREA ZONE
BOUNDARY COORDINATES
(01)
112,859.5
2,345,500.5
(02)
111,367.3
2,345,492.1
(03)
111,364.3
2,347,379.5
(04)
110,390.6
2,342,651.3
(05)
110,412.2
2,345,483.6
(06)
109,609.1
2,342,647.3
(07)
109,610.8
2,345,505.0
(08)
108,479.2
2,342,639.9
(09)
111,097.7
2,348,739.1
(10)
108,292.5
2,347,640.2
(11)
108,295.3
2,348,755.4
(12)
108,293.0
2,352,499.8
(13)
106,272.2
2,348,751.7
B SECTION. THIS MATERIAL IS CLASSIFIED AS PREDOMINATELY OF SAND SP, SP -SM DREDGING LIMITS �� / - / APPROXIMATE LOCATION
GRAIN SIZE WITH NO MORE THAN 10% BY WEIGHT PASSING THE NO. 200 SIEVE. ) / "✓ ��' / '' I �' i '' UNACCEPTABLE MATERIAL
EXISTING VARIES / r' ,, �� / /' 1' SEE NOTE
SHOULD THE MATERIAL BEING PLACED ON THE BEACH CONTAIN AN EXCESSIVE ( )
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AMOUNT OF SILT, CLAY, SHELL OR LARGE PARTICLES AND BE CONSIDERED NOT � /--'' �\ ) i l ; "l •;/ �` i i
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SUITABLE FOR PLACEMENT ON THE BEACH, THE CONTRACTOR SHALL MOVE _______________ ----------------------------- __NAVD88 -\� v
IMMEDIATELY TO A DIFFERENT ZONE WITHIN THE BORROW AREA AND NOTIFY THE - '-z . A `� c
CONTRACTING OFFICER OF THE LOCATION OF THE UNSUITABLE MATERIAL WITHIN -"- �'�„__ - _------ '\.�-�;''"' j j ; '� �,-; _ 1 % %i
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3. HORIZONTAL DATUM NAD 1983 NORTH CAROLINA STATE PLANE �V MFS P5�1� SEE TABLE 1 ���'\" i -- ; �S / '`.� /►1' ;
WIDTH �`�• ;, \,—, vy �� /
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4. VERTICAL DATUM NAVD 88; 0' NAVD 88 = +2.65' MLLW. VARIES
5. PROJECT SURVEYED WITH DISTRICT SURVEY VESSEL "SANDERSON" USING RTK GPS NOTE UNACCEPTABLE MATERIAL: �� ►�
HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT. TYPICAL SECTION
6. DATE OF SURVEY: 28 MARCH 2018.
7. TIDE GAGE LOCATION: INLET WATCH MARINA
NOT TO SCALE
1. DURING PAST DREDGING OPERATIONS, UNACCEPTABLE MATERIAL WAS ENCOUNTERED WITHIN
THE GENERAL AREA OF ZONE B-7 AS SHOWN. THE CONTRACTOR SHALL AVOID DREDGING WITHIN
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AT THE TIME OF CONSTRUCTION. THE WIDTH OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING CONSTRUCTION
BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.
2. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.
3. EXISTING BEACH SURVEY BY NEW HANOVER COUNTY IN MARCH 2017. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.
4. SAND RAMPS SHALL BE CONSTRUCTED OVER PIPE ALONG PIPELINE ROUTE AT EACH BEACH ACCESS. IN NO CASE SHALL DISTANCE
BETWEEN RAMPS EXCEED 400 FEET. CONTRACTOR MAY BE REQUIRED TO BUR Y PIPE AT HANDICAPPED RAMPS OR VEHICULACAR
BEACH ACCESS POINTS.
5. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL
PROTECT ALL EXISTING STRUCTURES ON THE BEACH, INCLUDING ACCESS RAMPS, SIGNAGE, FENCES, ETC. FROM DAMAGE
DUE TO CONSTRUCTION.
6. THE CONTRACTOR SHALL CONTINUALLY CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY
DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL
BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS.
7. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC
THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1000' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES
SHALL INCLUDE KEEP OUT SIGNS EVERY 100 -FT AT THESE LMITS TO EXTEND FROM DUNE TO THE WATERS EDGE, CLOSURE OF ANY
PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN
RAMPS AND PUBLIC ACCESS WAYS.
0
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LEGEND
-••-�••� �•-••- EXISTING BASELINE
EXISTING INDEX CONTOURS
EXISTING INTERMEDIATE CONTOURS
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APPROXIMATE SLOPE INTERCEPT
BEACH FILL (NEW WORK)
PUBLIC BEACH ACCESS (STAR)
V IF VEHICLE ACCESS (V)
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1. THE WIDTH OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED
AT THE TIME OF CONSTRUCTION. THE WIDTH OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING CONSTRUCTION
BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.
2. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.
3. EXISTING BEACH SURVEY BY GEODYNAMICS IN MARCH 2017. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.
4. SAND RAMPS SHALL BE CONSTRUCTED OVER PIPE ALONG PIPELINE ROUTE AT EACH BEACH ACCESS. IN NO CASE SHALL DISTANCE
BETWEEN RAMPS EXCEED 400 FEET. CONTRACTOR MAY BE REQUIRED TO BUR Y PIPE AT HANDICAPPED RAMPS OR VEHICULACAR
BEACH ACCESS POINTS.
5. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL
PROTECT ALL EXISTING STRUCTURES ON THE BEACH, INCLUDING ACCESS RAMPS, SIGNAGE, FENCES, ETC. FROM DAMAGE
DUE TO CONSTRUCTION.
6. THE CONTRACTOR SHALL CONTINUALLY CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY
DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL
BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS.
7. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC
THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1 000'AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES
SHALL INCLUDE KEEP OUT SIGNS EVERY 100 -FT AT THESE LMITS TO EXTEND FROM DUNE TO THE WATERS EDGE, CLOSURE OF ANY
PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN
RAMPS AND PUBLIC ACCESS WAYS.
LEGEND
EXISTING BASELINE
EXISTING INDEX CONTOURS
EXISTING INTERMEDIATE CONTOURS
EXISTING MEAN HIGH WATER LINE (APPROX.)
APPROXIMATE SLOPE INTERCEPT
BEACH FILL (NEW WORK)
PUBLIC BEACH ACCESS (STAR)
IF VEHICLE ACCESS (V)
0 50 100 200
SCALE: 1" = 100'
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1. THE WIDTH OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED
AT THE TIME OF CONSTRUCTION. THE WIDTH OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING CONSTRUCTION
BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.
2. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.
3. EXISTING BEACH SURVEY BY GEODYNAMICS IN MARCH 2017. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.
4. SAND RAMPS SHALL BE CONSTRUCTED OVER PIPE ALONG PIPELINE ROUTE AT EACH BEACH ACCESS. IN NO CASE SHALL DISTANCE
BETWEEN RAMPS EXCEED 400 FEET. CONTRACTOR MAY BE REQUIRED TO BUR Y PIPE AT HANDICAPPED RAMPS OR VEHICULACAR
BEACH ACCESS POINTS.
5. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL
PROTECT ALL EXISTING STRUCTURES ON THE BEACH, INCLUDING ACCESS RAMPS, SIGNAGE, FENCES, ETC. FROM DAMAGE
DUE TO CONSTRUCTION.
6. THE CONTRACTOR SHALL CONTINUALLY CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY
DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL
BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS.
7. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC
THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1 000'AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES
SHALL INCLUDE KEEP OUT SIGNS EVERY 100 -FT AT THESE LMITS TO EXTEND FROM DUNE TO THE WATERS EDGE, CLOSURE OF ANY
PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN
RAMPS AND PUBLIC ACCESS WAYS.
LEGEND
EXISTING BASELINE
EXISTING INDEX CONTOURS
EXISTING INTERMEDIATE CONTOURS
EXISTING MEAN HIGH WATER LINE (APPROX.)
APPROXIMATE SLOPE INTERCEPT
BEACH FILL (NEW WORK)
PUBLIC BEACH ACCESS (STAR)
IF VEHICLE ACCESS (V)
0 50 100 200
SCALE: 1" = 100'
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of Engineers°
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NOTES:
1. THE WIDTH OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED
AT THE TIME OF CONSTRUCTION. THE WIDTH OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING CONSTRUCTION
BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.
2. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.
3. EXISTING BEACH SURVEY BY GEODYNAMICS IN MARCH 2017. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.
4. SAND RAMPS SHALL BE CONSTRUCTED OVER PIPE ALONG PIPELINE ROUTE AT EACH BEACH ACCESS. IN NO CASE SHALL DISTANCE
BETWEEN RAMPS EXCEED 400 FEET. CONTRACTOR MAY BE REQUIRED TO BUR Y PIPE AT HANDICAPPED RAMPS OR VEHICULACAR
BEACH ACCESS POINTS.
5. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL
PROTECT ALL EXISTING STRUCTURES ON THE BEACH, INCLUDING ACCESS RAMPS, SIGNAGE, FENCES, ETC. FROM DAMAGE
DUE TO CONSTRUCTION.
6. THE CONTRACTOR SHALL CONTINUALLY CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY
DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL
BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS.
7. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC
THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 1 000'AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES
SHALL INCLUDE KEEP OUT SIGNS EVERY 100 -FT AT THESE LMITS TO EXTEND FROM DUNE TO THE WATERS EDGE, CLOSURE OF ANY
PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN
RAMPS AND PUBLIC ACCESS WAYS.
CONSTRUCTION BERM +5.5' (NAVD 88)
INV. 3.64
-••-�••��•-••- EXISTING BASELINE
EXISTING INDEX CONTOURS
EXISTING INTERMEDIATE CONTOURS
--MHW-•- EXISTING MEAN HIGH WATER LINE (APPROX.)
APPROXIMATE SLOPE INTERCEPT
717 BEACH FILL (NEW WORK)
PUBLIC BEACH ACCESS (STAR)
V IF VEHICLE ACCESS (V)
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0 50 100 200
SCALE: 1" = 100'
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MHW (+1.40' NAVD 88)
3
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DISTANCE VARIES I
SEE TABLE 1
AND TABLE 2
(SEE NOTE 2)
ELEV. 5.5
SLOPE INTERCEP
PLUS
TOLERANCE � _ -L
/ / % -/ / CONSTRUCTION BERM
r
EXISTING GROUND
_ MINUS
TOLERANCE
-500 -400 -300 -200 -100 0
DISTANCE IN FEET FROM BASELINE
o TYPICAL SECTION TRANSITION BERM
STATIONS 11+00 TO 15+00 AND 50+00 TO 55+00 (NORTH AREA)
STATIONS 135+00 TO 143+00 AND 173+00 TO 180+00 (SOUTH AREA)
NOT TO SCALE
\_ EXISTING GROUND
f MINUS
TOLERANCE
-600 -500 -400 -300 -200 -100 0
DISTANCE IN FEET FROM BASELINE
(L�:) TYPICAL BEACH SECTION
W/STORM BERM (8.0 NAVD88)
STATIONS 16+00 TO 34+00 (NORTH AREA)
STATIONS 144+00 TO 172+00 (SOUTH AREA)
NOT TO SCALE
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TRANSITION BERM
OFFSET DISTANCES
250'
i
STATION
DIST. TO
LT. EDGE
BERM
11+00
BASELINE
I
12+00
179.5
120'
197.1
14+00
214.7
(L�:) 105' 25'
I -
16+00
250.0
STORM BERM
_
ASSUMED SLOPE DURING
35+00
250.0
-
CONSTRUCTION
37+00
ELEV. 8-.04-
-
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(SEE NOTE 3)
39+00
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40+00
250.0
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-
MHW (+1.40' NAVD 88)
43+00
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250.0
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250.0
46+00
250.0
47+00
250.0
48+00
PLUS
TOLERANCE
-
_ _ _ CONSTRUCTIONRERM
50+00
\_ EXISTING GROUND
f MINUS
TOLERANCE
-600 -500 -400 -300 -200 -100 0
DISTANCE IN FEET FROM BASELINE
(L�:) TYPICAL BEACH SECTION
W/STORM BERM (8.0 NAVD88)
STATIONS 16+00 TO 34+00 (NORTH AREA)
STATIONS 144+00 TO 172+00 (SOUTH AREA)
NOT TO SCALE
2
c
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TABLE 1 NORTH AREA -
TRANSITION BERM
OFFSET DISTANCES
NORTH
END
STATION
DIST. TO
LT. EDGE
BERM
11+00
161.9
12+00
179.5
13+00
197.1
14+00
214.7
15+00
232.4
16+00
250.0
SOUTH END
STATION
DIST. TO
LT. EDGE
BERM
35+00
250.0
36+00
250.0
37+00
250.0
38+00
250.0
39+00
250.0
40+00
250.0
41+00
250.0
42+00
250.0
43+00
250.0
44+00
250.0
45+00
250.0
46+00
250.0
47+00
250.0
48+00
250.0
49+00
250.0
50+00
250.0
51+00
229.4
52+00
208.7
53+00
188.1
54+00
167.4
55+00
146.8
L
0
TABLE 2 SOUTH AREA -
TRANSITION BERM
OFFSET DISTANCES
NORTH
END
STATION
DIST. TO
LT. EDGE
BERM
135+00
167.5
136+00
177.8
137+00
188.1
138+00
198.4
139+00
208.7
140+00
219.0
141+00
229.4
142+00
239.7
143+00
250.0
SOUTH END
STATION
DIST. TO
LT. EDGE
BERM
172+00
220.0
173+00
199.0
174+00
178.0
175+00
157.1
176+00
136.1
177+00
115.1
178+00
94.1
179+00
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NOT TO SCALE
1. IT IS ANTICIPATED THAT 700-1000 LINEAR FEET OF DUNE CONSTRUCTION
MAY BE REQUIRED ALONG SOME AREAS OF BEACH WHERE EXISTING
DUNES HAVE BEEN DAMAGED FROM RECENT STORM EVENT. THE
LOCATIONS OF THE DUNE CONSTRUCTION TO BE DETERMINED FROM
PREPLACEMENT SURVEYS AND SUBJECT TO THE APPROVAL OF THE
CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE. -le
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FOR 24" & 30" PIPE EXTENSIONS
NOTES: (N.T.S)
1. THE WIDTH OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED AT THE
TIME OF CONSTRUCTION. THE BASIS FOR DETERMINING THE WIDTH OF THE CONSTRUCTION BERM WILL BE THE GOVERNMENT'S
INTERPRETATION OF THE BORROW AREA AND BEACH PROFILE SURVEY, AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.
2. THE WIDTH OF THE STORM BERM AND THE DUNE IS DEPENDENT UPON THE CONDITION OF THE BEACH PROFILE AT TIME OF
BEACH FILL PLACEMENT. THE BASIS FOR DETERMINING THE WIDTH OF THE STORM BERM AND THE DUNE WILL BE THE
GOVERNMENT'S INTERPRETATION OF THE PREPLACEMENT BEACH SURVEY.
3. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.
THE 15H:1V SEAWARD SLOPE IS THE INITIAL ASSUMED SLOPE FOR PAYMENT AND QUANTITY PURPOSES.
4. EXISTING BEACH SURVEY BY NEW HANOVER COUNTY MARCH 2018. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.
5. PRIOR TO ANY BEACH FILL CONSTRUCTION ATIVITY, THE CONTRACTOR SHALL NOT REMOVE OR RELOCATE ANY EXISTING BEACH MATERIAL THAT
IS ABOVE THE BEACH FILL PROFILE.
6. AS AN OPTION TO THE CONTRACT AND AT THE DIRECTION OF THE CONTRACTING OFFICER, THE CONTRACTOR
SHALL TILL ANY FILL AREAS IDENTIFIED BY THE CONTRACTING OFFICER. BEACH TILLING LIMITS SHALL BE ALONG
THE ENTIRE LENGTH OF THE BEACH FILL AREA FROM THE SEAWARD TOE OF THE STORM BERM TO MEAN HIGH
WATER (ELEV. +1.4 FT NAVD 88).
7. A VERTICAL TOLERANCE OF +/- 0.5' ABOVE AND BELOW THE PRESCRIBED BERM AND DUNE GRADE AND SLOPES LINE SHALL BE PERMITTED
IN THE FINISHED SURFACE. BELOW THE MEAN HIGH WATER LINE (+1.40' NAVD88) THE FILL MATERIAL SHALL BE ALLOWED TO ASSUME ITS
NATURAL SLOPE RESULTING FROM THE EFFECTS OF WAVE AND WATER LEVEL CONDITIONS. FOR PAYMENT PURPOSES, THE TOLERANCE
LINE SHALL EXTEND THE ENTIRE DUNE, STORM BERM, BERM AND SLOPES (LANDWARD, INTERMEDIATE, AND ASSUMED SEAWARD SLOPE) TO
INTERSECTION OF THE LANDWARD AND ASSUMMED SEAWARD SLOPE AND PRE -CONSTRUCTION SURVEYED CONDITION. SEE SPECIFICATION
SECTION 35 20 23 FOR MEASUREMENT AND PAYMENT AND ALLOWABLE TOLERANCE.
US Army Corps
of Engineers°
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1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD).
2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V.
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PROFILE SURVEYS OF THE IN-PLACE FILL WILL BE USED TO ADJUST THE WIDTH OF THE CONSTRUCTION BERM TO ASSURE THAT THE PROPER VOLUME OF MATERIALS IS DISTRIBUTED
ALONG THE PROJECT SHORELINE.
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1. ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM - 1988 (NAVD).
2. BEACH FILL CROSS-SECTIONS AND CONSTRUCTION BERM WIDTHS SHOWN ON THE DRAWINGS ARE BASED ON AN ASSUMED FORESHORE SLOPE OF 15H:1V.
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