SW8940822_Approved Plans_20110916

CP
000 A
CPI
0
Al
MA17 RIAL
STORAGE
AREA
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5
�FCIRT FISHE F�
N/GI 0 R S ENT
Al
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------------------
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MATERIAL
WALKWAY STORAGE
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........ ..
MONUMENP AREA
.................
.......... j
...........
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X! --------- 4 ......... ....... ....... ...... Al r
RIGGINGS
15\
UKAVE CONDOMINIU
...... ...... F-X�5TING j
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-j- PARKIN-—
OVERLOOK STRUCTURE
11S.
1257
_77
A- .........
EXISTING PAVED
12
WIDE)
.................... ........... ...... ......... TRAIL' �­ 20
..........
...... 'S-:. 421
........ . "
........... OLD
..........
...........
-P
REVETMENT RUBBLE all
REVETMENT J
.12 -----
A-
- - - - - - - - - - - - - - - -
.77
...........
. .........
0
N
A� ------------
WOOD WALKWAY
ATLANTIC OCEAN ...........
............ ..........
% ....
------------------------------------------------------------ .......
------------------------- ......
4 .....
----------
v EXISTING REVETMENT COQUINA
'0 MARINE LIMESTONE
/I
OUTCROP ex, "s h, e,7
OVERLOOK STRUCTURE APPROVEDAIV-
A- 1WRTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
/67- zo I /
W 4? ?40 -?o z
(C'E (17-1 BRASS DISK MOUNTED IN CONCRETE MONUMENT
15'RT. OF EXISTING PAVED TRAIL C/L NEAR
APPROXIMATE
THE END OF THE TRAIL. ELEV. 12.34'.
500
A_
APPROVED
NMRI CAROL11,!A ENVIR0NfAAE-PjTjjT_
MANIAGLOUIE,"�!T CGq�gy'188 k,�
DIVI,810t,� OFENVIRO'
AL10UNIAGEMEUr
CP Stonwater c6djl!Cation No. 5W IF) 932.2-
�__ �66
0
G-)
A -
Descriptions Date Approved
THE COORDINATES SHOWN ARE REFERENCE TO NAD 83 AND ARE IN FEET L E G['--- N D
BASED ON THE NORTH CAROLINA PLANE COORDINATE SYSTEM SPCS 83. Revisions
x EkSTING FENCE
U.S. ARMY ENGINEER DISTRICT
WATERS EDGE AND DITCH LINE
CORPS OF ENGINEERS
EXISTING TRAIL WILMINGTON, NORTH CAROLINA
MAJOR CONTOURS
............... ­ ­ I I
MINOR CONTOURS Designed by: FORT FISHER, NORTH CAROLINA
WAD, LC
TREELINE a]
EXISTING POLE Drawn by: US ArTy Corps FORT FISHER REVETEMENT
LC of Engineers
6 EXISTING MANHOLE
ln� CONTROL Checked by: GENERAL
--------- APPROX. REVETMENT EXCAVATION LIMITS WAD, LC MAP
C-F- CUT/FILL SLOPE WALKWAY Reviewed by:
100 0 100 200 300 WALKWAY (NEW)
CHIEF, CIVIL ENGR. SECTION Scale'. AS SHOWN Plate FFGEN.DGN
EXISTING ROAD Approved by: Date: Number:
-------------- REVETMENT (NEW)
�T CHIEF, DESIGN BRANCH P-1
Drowin
As required by Engineer g FF101-01-10 Sheet 2 of 27
Circular No. 1110-1-76 Code:
r Y�jE

J
GI
A ..
_ VV
1992 B, tE\I;N I )A-25 ' ��"r�Qo 97\ 613 ^
_
j.
3
2
1
�r ,
Fora Fisher
tors Center
^ l
k
r
1
2
...... 27
._ _____
I•' _
--------------
1 Acro
rl
WOOD WALKWAY
�,
.... � v.•' v .Monument I � • .. i
61
ti
i
..
x
O
, s Engineers
h \ ___ i x I 2• . P
• .. .. �� ��:��. -�r•, 1992 BASELINE
-, '
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--. �.. o ._: Baseline
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F. r
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• VI
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OVERLOOK STR CTU E� ~
nO \ \ -C2_:.•.. - '• .em.. s ,.: '.•."' .�-• '� �.�:''� .t t: = -'•- .. _
s. "'�---�-.�'-�'� -' •' � . , '. .
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i ORIGINAL � .....: ., ......__..�.�_ _ -..� ,:`• -• • ...._.. _-__
- _
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D Pl 24 ►80.1f' -
6a A-17 39 9
A-18 0 -A-16 -a-.. �,
REVETEMENT CURVE DATA OA-12' w BHA-4 A-23```'�� `=:�' 4
C
PI7+94.04 PI20+27.41 PI26+32.49 PI29+04.61 a -4 A-14 A-24
A _ 43° 07'20 L1 42° 02'03" 63° 00'00" L� a 77° 3 'Opp' A-1�A le. 1-
0 p a - E_, - T 29 56.0
-� A-15 ORIGINAL A-8 �;. \rG �: !
D 30° 11 12 D 4° 46'29 D = 46° 48'53" D _ 61° 18'47" 0A-2&
R 189.81' R - 1199.98' R - 1 BASELINE �, �`,\Q E �'• r• ,2....•
22.39 R 93.45 '-c
_ -
T - 75.00T - 4fi1.04 T = 75.00' T = 75.00'% .--
A •- - -
14 .. �s-"
L 2.85 --
L 880.35
L 134.57 .�- 1 .4
o�
�'•
A
8
1 -
T M R V NT P .. E E AN E L _
7 �' � 29
P- SCALE . 1 =1 Oil Q:. - --
5 ���': _
P126-
r......... 'A-4 ........
t4` / OOD WALKWAY W\
OVERLOOK SRUC•TUE
F.F•E. 14.50 .... A- ®.-
•� i
----- .NORTH TIEBACK
- /,
20 --- ---------------------------••-•--.._::---------......_.:.:::.._:.:•...----------�------.:----.:.:..__:.------------------- --- - _ :_ _ ....--... _ _ SEC. IO;ti..._.
;......
A A A o : PICNIC AREA N.;.. .�E• F
o BATTLE ACRE
2
SOUTH TIE -BACK : SOUTH FLANK rn Q :�
SOUTH n r� o� :� TI N 00 SECTION o ;COQUINA AREA a; NORTH
+ SPEC o :�
SECTION SECTION + : + c0 :,_ CREST :+ Q .+ + N
END � �-
+ Q0 :r` �, d SECTION + + Q + a + END
0 o STA 1. 96:59 0� :� :�
•• -- Et ELEVATION +j -i f- r F-- oo : t- rn ; E- o
t� ... ..
5.0 N c�i +
15 .... STA 29 86 03
' ---
O O
REVETMENT,15
M
REVETMENT
• � STA ©+27.18 : 0 'CREST ELEVATION +13.0 cn :cn CREST EL'EVATI +1 '- .
<>; Q Q ON 30 cn v� STA + .
u) V) WALKWAY �
- WALKWAY
+
CREST EL-EVATION 10�0
EL. 13.00
1 ...... -•--- ........ ----- .... .... .. .- ----
0
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CC> tp 00 \} U} \f U? Cb \} O ui CJi -4- U? -P; \} 00 C0 @Ji CO N cfl o �i i _
C U? O fV N tD C31 N Cd -P• fV (y (Ji � - J N O -PP _j IN G? 00 U! CIt cD J CT! A N P CO #� di Cfl i co O� C i P Cp N O� M
I i i i i j j i i I cQ
i0
i I 1 L I I i i 1 i I i 10
1.00 0+00 1+00 2+00 3+00 4+00 5.00 6-*00 7.00 8.00 9+00 10.00 11.00 12+00 1 + - + + + +
3 00 14 00 500 1..� 16 QO 17 00 18 00 19 00 20 00 21 00 22+00 23t00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
NOTES: CENTERLINE STATIONING (FEET)
I
T. C NT
2
I 0 OUR ELEVATIONS L ONS ARE I N FEET AND I N REFERENCE TO NATIONAL REVETMENT PROFILE
GEODETIC VERTICAL DATUM (NGVD). TOPO WAS SURVEYED MARCH THRU
P J-5
APR 1992 AND MAY 1994 FOR THE GENERAL AREA AROUND THE NORTH AND
SOUTH ENDS OF THE REVETMENT.
2. ALL AREAS EXCAVATED AS PART OF THE REVETMENT CONSTRUCTION SHALL
BE BACKFILLED TO MATCH THE ADJACENT GROUND AND/OR AS NOTED OR
SHOWN ON THE TYPICAL SECTIONS AND CROSS SECTIONS. THE EXCAVATED
AREAS BETWEEN THE WALKWAY AND THE REVETMENT WILL BE BACKFILLED AND
Symbol
Descriptions
Date 11
Approved
GRADED TO DRAIN TOWARD THE REVETMENT STRUCTURE WHERE POSSIBLE AND/OR
Revisions
AS SHOWN IN THE CROSS SECTIONS. REFERENCE PLATES P-15 THRU P-18 AND
PLATE P-7 FOR REVETMENT CROSS SECTIONS AND TYPICAL SECTIONS, RESPECTIVELY.
U.S. ARMY ENGINEER DSTRI T
3.
THE CONTRACTOR WILL BE REQUIRED TO BACFILL THE AREA ALONG THE LANDWARD
CORPS OF ENGINEERS
TOE OF THE REVETMENT BETTWEEN STA. 0+00 AND THE WALKWAY TO ELEVATION +4.5.
-
WILMINGTON, NORTH CAROLINA
4.
THE .CONTRACTOR SHALL.. PERFORM THE EXCAVATION THE REVETMENT STRUCTURE IN THE
A
Designed by: M
LC
FORT FISHER NORTH CAROLINAEXISTING
0WAD,
DENSE VEGETATED AREAS ALONG THE NORTH AND S UTHENDS OF THE REVETMENT
SO AS TO MAINTAIN A 'LEAST A 20 BUFFER BETWEEN THE LIMITS
E OF CONSTRUCTION
Drawn by: �
US Army
of Engineers
Corps
FORT. FISHER REVETEMENT
AND THE EXISTING VEGETATION LINE ALONG THE EXISTING R A
0D
LC
5.
THE CONTRACTOR SHALL B REQUIRED T
E 0 INSTALL TEMPORARY SAND. (WIND) FENCES IN AREAS
Checked b Y
REVETEMENT PLAN
AS NECESSARY AND/OR AS INSTRUCTED BY CONTRACTING OFFICER TO PREVENT BLOWING SANDS
WAD, LC
AND PROFILE
FROM DAMAGING ADJACENT ROADS,
DJ CENT OADS STRUCTURES PROPERTIES AND OTHER SITE FEATURES.
Reviewed by: �
THE SAND FENCE SHALL BE LOCATED PERPENDICULAR TO THE DIRECTION F
I 0 0 THE PREVAILING
VERT.6 0 6 12 15
WINDS.
H R Z. 100 0 100 200 300
r"
CHIEF CIVIL ENCR. SECTION
�
Scale.
Plate
A H S SHOWN
6.
_
REFERENCE PLATE P 6 FOR WALKWAY PLAN AND PROFILE.
Approved b :
PP Y
,
Date.
Number •
SCALE IN FEET
7.
_ _
REFERENCE PLATE P 3 AND P 4 FOR PROJECT BASELINE.
F CHI DESIGN
E .BRANCH
Drawing
P-5
� As required by Engineer
.
Code
_ _
FF101 Q1 1Q Sheen 6 of 27
Circular No. 1110-1-76

5 4 3 2 1
\
lot
Fort Fisher
199 2
tors Center
.w
'ter
•.
..
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----- -- _.5.. - - _-- _ \ S 4
- -- -..q
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\'
Batty Acre
WOOD WALKWAY
.\. \ \ r 1
\ %• - J
r .. IN
s of En inee. s
1 ,2 p
\ .. .,• 992 BASELINE
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- - F
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OVERLOOK STRUCTURE
0==
- 0• o
i ems:. `.
NCH ORN
V 1
\ '%_ - • • `5=:'--,=�:.;:;,5' �-: t�=:r- y,.�--ems.- .,,e...... • • 'f'--- � �"•'
ORIGINAL � .... • ..-. _
BASELINE
' - . - _ �,,- _ - _----•-�-=-- _ •_ �-�.; - - c . tip- • �-
-"�--
• _. _ �,� :.. � •q„ • .... _ ._-.., `tim.w� ",ram . �"^.�`•�.� ' .�• ..` �' \,• �' ,�q.,.....� .► �. �
�- -=4 - -' „6 EXISTING PAVED. -� "�
;_; _ TRAIL . F20, WID .i '---
�`
_: SS OLD w:.5:.421 ----_-
PI 102 P 103 PI 104 PI 105 PI 106 PI 107 �, , •,: ~ ..�r-� �,^
+ + + STA.
STA 0 77.74 STA 2 12.40 STA 3 18.91 STA 4 02.51 STA 7 04.37 STA 11 97.25 ----"'`
A = 960 35'52" A = 310 34'03" A = 350 32 56 80 35 04 420 43 43 A = 460 28'02 \ __ }
_ 1
D = 1630 42'08'' D = 350 48'36'' D = 380 11'50" D = 130 00'00" D = 140 00'00" D = 127019'26'' REVETMENT EXISTING RUBBLE -., : �, �� ; X.,. ��;? •�:� _-- 1
R = 35' R = 160' R = 150' R = 440,74' R = 40926' R - 45" REVETMENT ®`'`:-��..., ��'• \` \ --�-:
�.: ' >y �,� �_: - r f f'•
T = 39 28' T = 45.22 T = 48.09' T = 33.09' T = 160.09' T = 19.32'
ORIGINAL •- �- ••'''
L - 59.01 L = 88.14 L = 93.08 L' = 66.07 L = 305,21 L = 36.50
BASELINE
PC 0+38.46 PC 1+67.18 PC 2+70.82 PC 3+69.42 PC 5+44.28 PC 11*77.93
�':.• .. ,z.,...
4 8 9.49 PT 12 14.43 �•,•, �\ �. •�,�,,;,�,}:K�� -•, -
PT 0+97.47 PT 2+55.32 PT 3+63.90 PT 4+35.9 PT + ---. -.. ..
.• • .: '-.,..' ..•-, •-•••:S"..`�1.� _\tip- •
PI 108 P1 109 PI 110 PI 111 PI 112 PI 113 I �� _ __:_ -1:
1 -__ - :...----------- 5
STA 12+55.76 TA 1 + T 4+7 1 + + +
REVETMENT PLAN
S 3 51.10 STA 1 2. 9 STA 15 83.5 STA 17 49.78 STA 18 85.25 // •, ::........ _---
= o n = o n o n = 0 4 i �u ..._..,
A 31 09 28 A 31 52 02 Q 59 47 18 A ''26° 36'43" 4 34 .0 5� 15° 16'52" P-6 SCALE: 1` =100 :'� '_� ::::-,... " - -
, „ ° ° " _
D 60 18 41 D = 52 05 13 D - 76 23 40 D - 28 38 52 D = 220 00'00" D 280 35'52„ \� ••''••.......�... _ :.�•, ••'�\'',..��•, '•. ....
�..
R = 95 110 R = 75 R = 200 R = 260.4 . R = 200 1 ��. •, \ T • "'- ° _- `_
T = 26.49' T = 31.40' T = 43.12' T = 47.30' T 81.32' T f ,
WOOD WALKWAY •--...._•_..
L 51.67' L = 61.16' L 78.27' L = 92.90' L = 157.64' L = 52.28'
`' •.
PC 12+29.27 PC 13t19.70 PC 14*29.07 PC 15*36.23 PC 16*68.46 PC 18*58.96 ` ;:`: ��, �.' .
----,-..::-
PT' 12+80.94 PT 13+80.86 PT 15+07.34 PT 16*29.13 PT 18.26.10 PT 19-�11.24 f ' .` „.-•..�...:
__...-............ •----- .......................... --- ,- -.._.. _
'
_Pf114 Pi 115 Pl'116 PC „
117 Pi „8_, PI ,19 P1120 � '---.:_..----•.....:..............................._-• -a-..__.•.-------•-.•.-
STA 19 62.33 STA 20 81.78 STA 22 76.02 STA 24 60.39 STA 25 71.66 STA 26 76.09 STA 27 31.62 1 1
A = 20° 05'15" d = 180 28'28" 0 = 370 26'00'' 0 = 640'28'05;; 0 = 13039'27" d 200 56'58" A = 220 41'461
EXISTING REVETMENT
D = 300 09'20" D = 200 00'00" D = 280 38'52" D = 63° 39"43" D = 210 00`00" D = 330 42'12" D _ 76° 23'40" COQUINA
R = 190' R = 286.48' R = 200' R = 90' R = 272.84' R = 170' R = 75' MARINE LIMESTONE
♦� OUTCROP Oy.E-RCOOK STRUCTURE
T 33.64' T=46.60' T = 67.77' T = 56.75' T = 32.68' T = 31.43' T = 15.06' F.F.E. 14.50
L = 66.59' L = 92.38' L = 130.68' L _ 101.27'- L = 65.04' L = 62.16' L = 29.72' \ -�-
PC 19+28.69 PC 20+35.18 PC 22+08.25 PC 24+03.64 PC 25+38.98 PC 26+44.66 PC 27+16.56 \
PT 19+95.28 PT 21+27.56 PT 23+38.93 PT 25+04.91 PT 26+04.02 PT 27+06.82 PT 27+46.28
STA. 16+38.75 STA. 19+82.71
o TRENCH DRAIN TRENCH DRAIN
----- -•---- •-- ..._.. __ --- ----- ---- - ---- .-- ---• -_. _. ..... -----. .:. ' ----- --
40 -, - -- ---- ------------ , -. ----- ------
40
• r� ice•
+ 0-):pCD
cal a,
+ � + �?
CCU !� C"j I - � N ( ? F-
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30 : �:
i- "t - �, 30
100, j o 15fl VC 70 1' 0 15� r
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10 -- --; 120 VC 50 60 10 -
�- 10 0 . V C i
w _ ST;A: 5+9b.57 STA ;12+01.63 STA : 22+57 z
V.0 V C +
w
Q STA. '19 57 80
E�.. �O:.OQ.. .
EL. 10.8E
,� E2.:9:66 VC 0
CS? c1? `-i -t cam; Q ()'? \.i Co CXi cG, tt� � CO; -P; (1? -P; _;S� c,•t CA. a? ci? a`i CO QQ N N U4 co ca OQ oo Iv Q C0 a Q O 0 Q O sv C,.1 N Iv N N ;V
i P (si CQ Co Cri CO c.D C,`i O Co (D co -P: C„i Nv O P W Co 0� O N 6 p (0 0') 06 0b C ` P iplui __ j C t (A N CA N tv CO
1 cQ �t ry cz u1 ui rn •Pl: __j 0_ W a _t 1N a� CO _1j c4 NN __t N\a a \t M ui C, i N •Pl: G� 0' 0 am (A 00 c,d co c ,d am . N _ IN � c� � cry am co IN _1i u i W Q6 cri co : -
0-}00 1i-00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10.00 11+00 12+00 13+00 14+00 15+00 16+00 17.00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28.00 29+01�
NOTES.
I
l
1 CONTOUR ELEVATIONS ARE IN FEET AND IN REFERENCE TO NATIONAL 2 REVETMENT PROFILE
GEODETIC VERTICAL DATUM (NGVD) . TOPO WAS SURVEYED MARCH THRU P-6
APR 1992 AND MAY 1994 FOR THE GENERAL AREA AROUND THE NORTH AND
SOUTH ENDS OF THE REVETMENT. I
r
30' R STA. 0+86.27
2. REFERENCE PLATE P 5 FOR WALKWAY PLAN AND PROFILE. TYP STA.27+00 I
,02
C ,zo
3. REFERENCE PLATE P-1 9 THRU P-21 FOR WALKWAY CROSS SECTIONS.8, --,
Symbol Descriptions Datej Approved
l
4. REFERENCE PLATE P-3 AND P-4 FOR PROJECT BASELINE. �.y' `� �'� - Revisions
30' R TYP,
5. SEE PLATE P-11 FOR LAYOUT OF THE SITE FEATURES (TRASH CONTAINERS. "9 `'�` `� I
• �, U.S. ARMY ENGINEER DISTRICT
BENCHES WHEEL STOPS, ETC.). , .� g CORPS OF ENGINEERS
WILMINGTON, NORTH CAROLINA
6. SEE PLATE P-12 FOR SITE PLAN OF THE OVERLOOK STRUCTURES.
-
Designed by M
FORT FISHER NORTH CAROLINA
7. SEE PLATE P-13 FOR LANDSCAPE PLAN.. >
A WAD, LC
3 WALKWAY TURNAROUND q WALKWAY TURNAROUND
Drawn b : US Army Corps FORT FISHER REVETEMENT
j�,6 SOUTH END P-6 NORTH END y LC of Engineers
Checked by WALKWAY PLAN
WAD, LC
AND PROFILE
0 6 6 12 5
VERT. 1 Reviewed by:
_
H R. 1 0 0 100' 0 Z 0 200 300 CH►E> CIVIL ENGR.°SECTION Scale Plate
AS SHOWN �
I Number:
Approved by: SCALE IN FEET Date
CHIEF, DESIGN BRANCH P 6
. Drawing ,
As required by Engineer fF101 01 10 Sheet 7 of ' 27
Circular No. 1110-1-76
Code:
, 4
NO
AI

STATE OF NORTH CAROLINA
TL a °� DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES KURE BEACH QUADRANGLE
UC U.S. DEPARTMENT OF THE INTERIOR
~a`ra V i�olDIVISION OF LAND RESOURCES NORTH CAROLINA
U.S. GEOLOGICAL SURVEY 7.5 MINUTE SERIES
scie/Ice larachangingwatltl urnao•ti�eo NORTH CAROLINA GEOLOGICAL SURVEY (TOPOGRAPHIC)
J8°DG, 5052 "I SW
124—E. 126 57'30" 127 128 tCAROLINA BEACH) 130 55, 731 133 2340000 FEET 77°�2'30"
34°0¢': �P �.34°00'
- �' 25 � � � REAVEB v l r � -
S
dL/GHT �\V A l I �. G'- r l � •� l l 8
- 2s = 4 KUI I; B ACH so
d vv i �� 4••r o
�21 ]IE$
3 ° O " w PT © \ l: •.• (( as FEET
I l a I 10 i. FEET
n(5000m.N. - � � - I � II ll %r �. �.. I 34
LIGHT ® a
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Im STATE HISTORIC ITS
p X_ - / �.-S V�G- ✓ / 93 v
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L 1J
1162
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n
A D/NG RI �
/ 23 I
LIGHT ��
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/ O B
57'30" 57'30"
23 �I 2J
4 _ y
32 / 36
1161
<' /7q" '`o/ THE BASIN ---tt- i� e r° 1
A
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25 29 IS I
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zyq 231000o FEET z25 126 57,301, 127 - 228 (CAPE FEAR) 0 230 55, 131 z3 INrtR0R�e0L0c CAI sum .. REsrw+, wROw lms -
781°00' a491 msW MINA,E 77°82'30"
Produced by the United States Geological Survey SCALE 1'.24000 ROAD CLASSIFICATION
Topography compiled 1969. Plammetry derived from imagery taken * I i e 1 MILE
Primary highway, improved surface
road, hard or
1975 and other sources. Photoinspected using imagery dated 1997: "" 1000 o 1000 2GO 3000 4" s000 6DM loon FEET
no maw culture or drainage thanes observed. Survey control hard surface improved surface_-..
ag g ey
current as of 1970. Boundaries, other than corporate, revised 199E s ( s 0 z NeomErER hardSecondary
surface highway,
Selected hydrographic data compiled from NOS chart 426 (19701 151 MILS(
raa' CONTOUR INTERVAL 5 FEEf. hard surface Unimproved road_-..
This information is not intended for navigational purposes NATIONAL GEODETIC VERTICAL DATUM OF 1929
pEl TO CONVERT FROM FEET TO METERS, MULTIPLY BY 03M0 r�
North American Datum of 1927 (NAD 27). Projection and C) Interstate Route U. S. Route O State Route Cnl
10 00Gfoot ticks: North Carolina coordinate system DEPTH CURVES MID SOUNDINGS IN FEET, DATUM IS MEAN LOWER LOW WATER x C �In
THE HEMEA N RAN BETWEEN DO THE S 1Vl0 DATUMS IS VFEET
(Lambert er Universal
Transverse
UfMORIDMlN 199E CENTER
O MEET THE MEW RANGE Of T6f 1$ APPROXIMATELY FEET
1000Xnetef Universal Transverse Mercator grid, zone 18 OECUIMTX)N AT CEMEaaSIEEi THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS QDAORRrvcLE LOCATIONRECEIVED KURE BEACH, N. C.
North American Datum of 1983 (NAD 83) is shown by dashed FOR SALE BY U.S. GEOLOGICAL SURVEY, P.O. BOX 25286, DENVER, COLORADO 80225
corner ticks. The values of the shift between NAD 27 and NAD 83 A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST JUL 21 2011 1997 —$
for 7.5minute intersections are obtainable from National Geodetic On
Survey NADCON software
There may be private inholdings within the boundaries of - Y7 NIMA sasl IV NW -SERIES ve4z o•
the National or State reservations shown on this map