119-15 Town of Belville Oversized Plans

PHASE I
PARTF GRANT PROJECT
CAROLINA
ELVILLE, BRUNSWIC'K CC)UNTY, NORTH
f
TOWN OF BELVILLE
497 OLDE WATERFORD` 1
[phone] / [phone] (FAX)
CIVIL ENGINEER
CAVANAUGH & ASSOCIATES, P.A.
914 EASTWOOD .i. SUITE 205
NORTH► ■.O► 28403
FINAL DESIGN
NOT RELEASED FOR
CONSTRUCTION
A \A 1tNN6�Y li/1�1H�{y
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KCI ASSOCIATES OF NC
9741 SOUTHERN FINE BOULEVARD, SUITE J
CHARLOTTE, NC 28273
[phone]
•
NORTH STATE SURVEYORS, PLLC
15 TOPSAIL COURT
•
- PROPOSED SITE
PLAN
PROFILEC.3-1
, :1
PROFILE
6+80 TO •
C.4-3
■ ►
PROFILE
► •, TO •,
■ ► •
PROFILE
► • • TO 33+7C.•6
— PLAN &
PROFILE
OBSERVATIONDEC
..
PROFILE
FISHING PIER
C.6-1
- DRAINAGE AREA
MAP
RECEIVED
AUG 0 3 2015
LEGEND
EXISTING PROPOSE),
PROPERTY LINE
LIMITS OF DISTURBANCE
LOD —
SEDIMENT FENCE
SF
MAJOR CONTOURS
- - - - 25 - -
25
MINOR CONTOURS
- - - 26 - -
26
FORCEMAIN
WATER LINE
-
STORM PIPE__--
D I TC H
-- - -- ---- --
CATCH BASIN
IJ
FENCE
-
YY�
TREE LINE
TREE
404 WETLANDS
404 —
50' STORMWATER VEGETATIVE BUFFER
50' VB
MEAN HIGH WATER
MHW
MEAN LOW WATER
MLW -
CAMA NORMAL HIGH WATER
NHW (CW)
75' CAMA. AEC
75' AEC
30" CAMA AEC
30' AEC —
MARSH LINE
i
FUTURE
FM
w
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
0
0
ono
FOR 1-800-632--494`9
IT'S THE LAW!
MAYOR -
MAYOR PROTEM -
"C"'OM MISS IONERS -
TOWN ADMINISTRATOR -
NOW OR FORMERLY
NCDOT
r DEED BOOK N/A
� tic
�r
BRUNS'WICK
RIVER
PpRO,
BELVILLE
ELEMENTARY BRUNSWICI\
SCHOOL \ RIVERWALI\
\ -- AT BELVILLE
fJOW OR FORMERLY L
D. R. HORTON INC. `
DEED BOOK 3334, I'
PAGE 0510
VICINITY MAP
SCALE • NOT TO SCALD
MIKE ALLEN
DONNA SCHARDIEN
JOE r
REAULT
NOREEN
SLATTERY
ATHINA WILLIAMS
1; AVA N 'A U 13 H
Stewardship through innovation
5 s
—_-- C. I. i PROJECT NO. 041. 1 1.C?06

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--�o \ \a �� \ \ \ \ \ \ ` \ I i I i ( 1 ( I CONNECT TRAIL o \ ` ,
` \ \ �, \ \ \ \ \ \ \ i i 1 i I \ `" \ \ 1 SCALE. 1 = 20
22- TO EXISTING \ \ �i� 1 20' 0 20'
L D I / PAVILION RAMP \
A r \ t \� i��1
\ � �
/ \ \ \ °� 1 1 \ SCALE OF MAP MAY VARY
O \ \ \ 1 1 k i -� \.
o xis _ —' `\ \ �\cp
\� \ \\ \\ \ \\ \\ \ \\ \ \ / 1 / / ! , _ -� \ \ \ N ! i
l ® o' �` ®p/ y `� \ .1 \ \ \ \ \ � �, / 7 r \ ! \ o \ \ \ \ \ , I �4 DUE TO METHODS OF REPRODUCTION.
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TRANSITION FROM 3/4
LOD MINUS LIMESTONE TO r
/ IMPROVED NATURAL p
SURFACE TRAIL
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
0
0
(OR 1-800-632-4949)
IT'S THE LAW!
TRAIL INTERSECTION
STA. 0+97
ELEV. 24.69'
% \ p I /
\ \\ \\\ \ \ \ \ \ p 1 / // // / // t�
FROM STAB '0+00 TO ' 7+16, \ \ / o/ \
o \ INSTALL 8 WIDE WOVEN / / / \ / / , / / \ -� v - - \ - \ \ \ \ Q)
2S\ o
`GEOTEXTILE FABRIC
(AASHTO M288, SEE ! iN / / �� / \ \ t . f
\ SPECIFICATIONS TOP I`� / / / '� \ A co
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ro , DRESSED WITH 4" LAYER i ( I J707V i of \ \ - ✓ / ! / ` \ \ / O \ \ \ '�i \ \ \ �d \ \ \ o I q
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i 1 \ \ \ \ \ l \ \ \ \�--- �3. \ o� -- o�\/ / /I - / I
\ I v 1 � \ \
t
STA. O+QO / ` � \ \ - 1 \ ` \ 0 p / , \ d /
START OF '' f .Qom ` \ \ �� \ ^� �.. vo / / / \ 1 / l / / ( / l 1 /
PROPOSED 1 I ,U �^ _ _ - / 22 ` \-\ , 3D\', 3+60 00 TRAIL //�
\ \
r �� �. °`o o,
LLJ
LOD
`T
30 NOTE: MHW AT 2.10', MLW AT-2.19', MLLW AT -2.34' (NAVD 88)
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 5' A(1
TRAIL INTERSECTION
PROPOSED
TRAIL
SHALL
STA. 0+97
EXISTING GRADE
MATCH
UNLESS
EXISTING
OTHERWISE
GRADE
SHOWN
PROPOSED
GRADE
+
ELEV. 24.69'
_
25
-
-- — -- -
-cn--25
cn
=
2®
--
VII
20
STA. 0+00
START OF
STA. 2+31
_
PROPOSED
ELEV. 22.00'
15
--TRAIL
--
-----
- --
-
--
- -
15
STA. 2+88
STA.
3+10
STA. 4+28
ELEV. 21.00'
ELEV.
20.00'
ELEV. 19.00'
10
T10
0+00 0+20 0+40 0+60 0+80 1 +00 1 +20 1 +40 1 +60
30 NOTE: MHW AT 2.10', MLW AT-2.19', MLLW AT -2.34' (NAVD 88)
1 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 5' 30
N
W
25
+
W
25 --
- --
Z
_
~
_ _
20
-- --
-
20
15
15
STA. 6+04
—
-
ELEV. 19.00'
STA. 6+39
STA. 6+74
ELEV. 18.00'
ELEV. 17.00'
10
_ 10
4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80
GENERAL NOTES:
3+80 4+00 4+20 4+40 4+60 4+80
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NORTH STATE SURVEYORS, PLLC.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
(2) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
(3) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND REQUIREMENTS.
CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY ARISE FROM THE
PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(4) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF GRADED EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EXISTING UTILITIES WITH UTILITY OWNER.
(6) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING UTILITIES.
(7) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 51-66) THIS
PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL ADHERE TO
ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE APPROVED
SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
(8) ALL DISTURBED AREAS TO BE SEEDED, MULCHED, AND STABILIZED IN ACCORDANCE WITH SEEDING SPECIFICATIONS (TRAILS
CONSTRUCTED OF IMPROVED NATURAL SURFACE SHALL NOT BE SEEDED, BUT THE EDGES SHALL BE SEEDED AT LEAST 2' ON
EACH SIDE TO PROMOTE STABILIZATION).
(9) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEMOLITION AND WASTE MATERIALS.
(10) ALL TRAIL SLOPES SHALL MEET ADA REQUIREMENTS, TRAILS SHALL BE COMPACTED TO CREATE A STABLE, FIRM, AND SLIP
RESISTANT WALKING SURFACE. THE MAXIMUM SLOPE SHALL BE 20:1, AND THE MAXIMUM CROSS SLOPE SHALL BE 48:1. THE
CROSS SLOPE SHALL SLOPE IN THE DIRECTION TO FACILITATE POSITIVE DRAINAGE.
(11) CONTRACTOR SHALL PRESERVE TREES AND VEGETATION TO THE MAXIMUM EXTENT PRACTICAL. CONTRACTOR SHALL NOTIFY
ENGINEER OF ANY TREES LARGER THAN 4" IN CALIPER THAT ARE REQUIRED TO BE REMOVED FOR THE CONSTRUCTION OF THE
PROJECT. WHILE THE SITE IS A DENSELY WOODED AREA, THE TRAILS HAVE BEEN LOCATED TO AVOID TREES TO THE MAXIMUM
EXTENT PRACTICAL. SOME TREES THAT REQUIRE SPECIFIC EFFORT TO AVOID DURING CONSTRUCTION HAVE BEEN NOTED ON THE
PLANS.
(12) THE CLEARING LIMITS SHALL BE LIMITED TO BE WITHIN THE LIMITS OF DISTURBANCE.
(13) AT THOSE AREAS OUTSIDE THE 404 WETLANDS AND THE 30' CAMA AEC, CONTRACTOR HAS THE OPTION TO INSTALL CONCRETE
FOOTINGS INSTEAD OF PILES (SEE STRUCTURAL PLANS, BY OTHERS).
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r ' GENERA NOTES:
°� -- - - \ (1) TOPOGRAPHICAL INFORMATION PROVIDED BY NORTH STATE SURVEYORS, PLLC.
p4, ~ -- - - - \ INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
(2) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
�X f p0�"� ��-'�4 \ (3) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND REQUIREMENTS.
r f /r/ ©°�"'\ \ CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY ARISE FROM THE
d / / , / / / /jr �. - _ - , _ , S�D`' \ "�° \ \ PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(4) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF GRADED EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
t'ppy / i -0 o / / / / f `� j / / O / c� \\� f \ (5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EXISTING UTILITIES WITH UTILITY OWNER.
_ _ 6 CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING UTILITIES.
/� 07 / / jo / - i� Y `0� (7) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 51-66) THIS
12 - PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL ADHERE TO
/ = ` ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE APPROVED
/f o % // / j j/% XO /� SEDIMENTATION AND EROSION CONTROL PLAN SMALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
SF T w o o (8) ALL DISTURBED AREAS TO BE SEEDED, MULCHED, AND STABILIZED IN ACCORDANCE WITH SEEDING SPECIFICATIONS (TRAILS
LOD��/� /�°.� CONSTRUCTED OF IMPROVED NATURAL SURFACE SHALL NOT BE SEEDED, BUT THE EDGES SHALL BE SEEDED AT LEAST 2' ON
EACH SIDE TO PROMOTE STABILIZATION).
' (9) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEMOLITION AND WASTE MATERIALS.
SCALE: 1 = 20 / / / / / f / / - �- (10) ALL TRAIL SLOPES SHALL MEET ADA REQUIREMENTS. TRAILS SHALL BE COMPACTED TO CREATE A STABLE, FIRM, AND SLIP
20' 0 20' / GRADE AREA TO PROMOTE f l lr 1 1 / / // �/ / I f0 �1` i RESISTANT WALKING SURFACE. THE MAXIMUM SLOPE SHALL BE 20:1, AND THE MAXIMUM CROSS SLOPE SHALL BE 48:1. THE
POSITIV(a DRAINAGE / o/ n / ` O o,
O / - I \ ,� CROSS SLOPE SHALL SLOPE IN THE DIRECTION TO FACILITATE POSITIVE DRAINAGE.
/ " ACROSS TRAIL ,Q / / / / - �a 1 u' \
f,/ // /, /i / / o 1/ � / / // / f i / 1 \ I ` -+Z \ ' (11) CONTRACTOR SHALL PRESERVE TREES AND VEGETATION TO THE MAXIMUM EXTENT PRACTICAL. CONTRACTOR SHALL NOTIFY
/ \ ENGINEER OF ANY TREES LARGER THAN 4 IN CALIPER THAT ARE REQUIRED TO BE REMOVED FOR THE CONSTRUCTION OF THE
SCALE OF MAP MAY VARY // / / / // // / o / / // // / -404 \ 1 \ PROJECT. WHILE THE SITE IS A DENSELY WOODED AREA, THE TRAILS HAVE BEEN LOCATED TO AVOID TREES TO THE MAXIMUM
DUE TO METHODS OF REPRODUCTION. EXTENT PRACTICAL. SOME TREES THAT REQUIRE SPECIFIC EFFORT TO AVOID DJRING CONSTRUCTION HAVE BEEN NOTED ON THE
PLANS.
NARROW PATH AS // /LO
/ (12) THE CLEARING LIMITS SHALL BE LIMITED TO BE WITHIN THE LIMITS OF Dl� � TURBANCE.
NECESSARY TO GRADE /�� (13) AT THOSE AREAS OUTSIDE THE 404 WETLANDS AND THE 30' CAMA AEC, CONTRACTOR HAS THE OPTION TO INSTALL CONCRETE
THROUGH TREES 5' MIN. FOOTINGS INSTEAD OF PILES (SEE STRUCTURAL PLANS, BY OTHERS).
OQ
/ \�1i �i7_ i� PROPOSED 8' WIDE
�
-IMPROVED NATURAL c f I I I I
\ - SURFACE TRAIL -t4 0
'STA. 8+55 I r
4ELEV. 12.00 _ `�
\ \ ad \ \\ r TRANSITION FROM WOODEN- _ X Q i f / / / a� / - �o - �o i / / $ o a
\ \ \ \ \ \ \ s f PEDESTRIAN WALKWAY TO TRAIL 75'��Ec \ ��
o f I I
_
\ \ \ \ \ FUTURE WATER AND SEWER SERVICE/ / �S 4 /
\ \ \ \ \ LINES TO EXISTING PAVILION
\ \ \ \ \ \ (TO BE DIRECTIONALLY BORED
\ \ \ \ \ \ UNDER WETLANDS) f "`�� - /
\ \ \ \ \ \ (NIC) / / � ` / i' W CA
PROPOSED
\ \ \ \ \ \ \ PROPOSED 136' LONG BY / .� / p `4 \� 0' va
6' WIDE PEDESTRIAN
WALKWAY #1qF
\ \\ \� � ; \ \ \ •\ \ � � r -, �� ���. / — _ �J�� � �\ / `�W1��/ �� So, �e � b
\ �\ (cPl�iv
I I STA. 15+081
30' AEC ELEV. 8.00'1
0,
/ �`" �1 0 �� \ 3p• �J / / / ��- I I END 20:1 SLOPE
\ G \ \ �� f O
Ec � so. / / / / o �. TRANSITION FROM TRAIL TO i
cr)
vv
o -� I WOODEN PEDESTRIAN WALKWAYc
I
30,
µNA C / l / l l l of 11 °!967
15
STA. 7+16 \ . I / i ` W z ( / (' I I °O �S' A -- __
`ELEV. 15.00' I/ �M / I I I I i \ 1 75' AEC AE
\ U / N
TRANSITION FROM TRAIL TO a
\ I � � Iwl 00� 001,�kk84
`WOODEN PEDESTRIAN WALKWAY o \ ,Ly / I loi I I o , ��� ,\ GO-1
CIO
50' / LOD150.
/
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01
NinTF- MHW AT 9 1n' MI W AT —2A9'. MLLW AT —2.34' (NAVD 88)
Ix
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NHV
n
`` --
STA. 7+21
20:1
STA. 8+95
PROPOSED
GRADE
ELEV. 15.1
BEGIN 20:1 SLOPE
PROPOSED 6' WIDE
WOODEN PEDESTRIAN
STA. 8+50 ELEV. 12.50'
ELEV. STA. 9+05
END 20::11 SLOPE S
-
�
—
WALKWAY, APPROX.
20:1 — ELEV. 13.00'
+
136 LONG
_
0
d-
- STA. 8+75
STA.
11+26
+
C3
ELEV. 13.00
-
ELEV
.
.14.50)
1450
Z% (
STA. 8+55
___
STA. 10+20,
STA. 10+67
ELEV. 12.00'
STA. 11+44
w
STA. 7+16
STA. 8+13
TRANSITION FROM WOODEN
STA. 9+86 ELEV. 14.50
ELEV. 14.09
ELEV. 13.82'
_
Z
ELEV. 15.00' EXISTING
ELEV. 10.40'
STA. 8+18 -
/ PEDESTRIAN WALKWAY TO TRAIL
- STA.
ELEV. 13.39' l
9+64 STA. 10+40
I
I
V
�-
_
= TRANSITION
GRADE
END 20:1 SLOPE
ELEV. 10.50
APPROX. LOCATION OF PILES STA. 9+40
ELEV.
12.03' ELEV. 14.50'
STA. 10+79
STA. 11+64
Vi
V
FROM TRAIL
II II
BEGIN 20:1 SLOPE
1
(DESIGN BY OTHERS, ESTIMATED 20' ELEV. 13.00
STA. 10+04
ELEV. 13.36'
ELEV. 13.13
TO WOODEN
PEDESTRIAN
APPROX. 10
EMBEDMENT DEPTH, APPROX. 10'
-ELEV. 14.00'
STA. 11+10
(/� WALKWAY
(DESIGN BY OTHERS)
SPACING, SEE STRUCTURAL PLANS)
ELEV. 14.27'
6+80 7+00 7+20 7+40 7+60 7+60 8+00 8+20 8+40 8+60 8+80 9+C)U 9+ZU 9+4U 9+6U V+tiU 1 u+uu 1 u+Lu 1 u+4u 1 u+du l u+tiu 11 +UU 11 +20 11 +40 11 +60 11 +80
1 r, NOTE: MHW AT 2.10', MLW AT-2.19', MLLW AT -2.34' (NAVD 88)
15
v
STA. 13+37
STA. 13+59
BEGIN 20:1 SLOPE
PROPOSED I
M
ELEV. 10.27
GRADE STA. 15+13
W
�;
I
ELEV. 11.00
ELEV 8.00'
0
r =
20:1 - BEGIN 20:1 SLOPE
V
Z
Ldw
Z
20:1
EXISTING STA.
13+82
STA. 14+02L
ELEV. 11.50
STA. 14+23 STA. 15+On
or or
=
U)
=
STA. 11 +98
STA. 12+18
STA.
12+53
STA. 12+87
GRADE ELEV.
11.00
ELEV. 11.00' ELEV. 8.00' �
V
ELEV. 12.28'
ELEV. 11.69
ELEV.
10.61
ELEV. 9.63'
END 20:1 SLOPE
STA. 15+33
5
TRANSITION FROM TRAIL T=
WOODEN PEDESTRIAN WALKWA' ELEV. 7.00'
�rj
-
I
END 20:1 SLOPE
1+80 12+00 12+20 12+40 12+60 1Z+bU 16+UU 1,5+20 13+40 13+8U 1,5+BU 14+UU 14+1U 14+4U 14+6U 14+011J 10+uu ID+ZU 10t14u II0-r-ou I0+0U
Vt�R iCAL: 1 =
15
10
HORIZONTAL:
VERTICAL:
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
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(OR 1-800-632-4949)
IT'S THE LAW!
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Ay `� MHW 30.
50� ,!�
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<0 �Gx \C NNW — ` J ' - i� �/s-M` 401 401 20+40 _ + +- — _ _ LOD' \ \
X o°O� �� NH \ T�o� ` / MHW (l0_1 --'401 20+00 _ �_ _ +- LOD LOD LOD 4h
\ MHW � __-- GO-1 - Q01 1g+6o �_ -�------t- LOD LOD '
HW -rr _ ____- 401 19+20 + -- LOD $
`00 O MHW ---�. MHW `--- __ ._ - 401 - 18+ 4 -- LOD
0 fib! 18+8o y _ - "-+- _____ LOD --"`- LOD s+'C�
� _.... MHW---` _. - - J ._._ -�' J ------__.._._ C101 ---_ 401 ---"'�18�4 _ + ____._--- _____-- LOD ---.` LOD
-- — — —\ ao1 apt 18+00 _ _ ------ LOD N
_ — — _ LOD___-- LOD
-' xsr0 % —� QO GO-1 �2� 01 — '� `- LOD JeM�W �` MLW MLW MLW MLW MLW MLW MLW MLW MLW
�- CI01 16+80 �_ �--''` LOD LOD �_ M1-w MLW MLW MLW MLW MLW =
_ _ - LOD MOW a
\ 4- _ _-- L0D L®® '. Mew "_ �`Qd �'�� F-M i'
OD ._.. - LOD Vi
_ _ _--- LOD -- L Mew --"''- MLW
LOD ____--- LOD �MLW PROPOSED 814' LONG BY 8'
- MLW __.-- MLW WIDE PEDESTRIAN WALKWAY #2
_____- MLW
�._,__ MLW
______- MLW
_..._.- MLW
�ALW
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
0
0
1/ >D
� D
(OR 1-800-632-4949)
IT'S THE LAW!
7 m NOTE: MHW AT 2.10', MLW AT-2.19', MLLW AT -2.34' (NAVD 88)
�o
o�.
SCALE: 1" = 20'
20' 0 20'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 5' 1 5
PROPOSED
814'
LONG BY 8'
APPROX. LOCATION OF PILES
10
--
WIDE
PEDESTRIAN
WALKWAY #2
----
-
(DESIGN BY OTHERS, ESTIMATED
BEDOME SPACING,
APPROX. CING, SEE
---
1
-.
10
ELEV. 7.00'
STRUCTURAL PLANS)
`
5
5
too
MHW
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—
MLW
-2.19'
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-
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(�
EXISTING
GRADE
10
(DESIGN
(DESIGN BY OTHERS )lul
_
_5
Ilw
—5
15+80 16+00 16+20 16+40 0 6+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20
1 r. NOTE: MHW AT 2.10', MLW AT—2.19', MLLW AT —2,34' (NAVD 88)
HORIZONTAL: 1" = 20'
VERTICAL: 1" = 5' 15
PROPOSED
814' LONG
BY 8'
WIDE
PEDESTRIAN
WALKWAY #21
10
10
ELEV. 7.00'
EXISTING
GRADE
5
5
+
MHW
2.10'
10
®
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MLW -2.19'
W
0
_
_
_5
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—5
20+20 20+40 20+60 20+80 21 +00 21 +20 21 +40 21 +60 21 +80
GEN ERAS NOTES:
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NORTH STATE SURVEYORS, PLLC.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
(2) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
(3) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND REQUIREMENTS.
CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY ARISE FROM THE
PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(4) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF GRADED EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EXISTING UTILITIES WITH UTILITY OWNER.
(6) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING UTILITIES.
(7) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 51-66) THIS
PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL ADHERE TO
ALL OF THE CONDITIONS SET FORTH IN THE APPROVI` D PLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE APPROVED
SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
(8) ALL DISTURBED AREAS TO BE SEEDED, MULCHED, AND STABILIZED IN ACCORDANCE WITH SEEDING SPECIFICATIONS (TRAILS
CONSTRUCTED OF IMPROVED NATURAL SURFACE SHALL NOT BE SEEDED, BUT THE EDGES SHALL BE SEEDED AT LEAST 2' ON
EACH SIDE TO PROMOTE STABILIZATION).
(9) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEMOLITION AND WASTE MATERIALS.
(10) ALL TRAIL SLOPES SHALL MEET ADA REQUIREMENTS, TRAILS SHALL BE COMPACTED TO CREATE A STABLE, FIRM, AND SLIP
RESISTANT WALKING SURFACE. THE MAXIMUM SLOPE SHALL BE 20:1, AND THE MAXIMUM CROSS SLOPE SHALL BE 48:1. THE
CROSS SLOPE SHALL SLOPE IN THE DIRECTION TO FACILITATE POSITIVE DRAINAGE.
(11) CONTRACTOR SHALL PRESERVE TREES AND VEGETATION TO THE MAXIMUM EXTENT PRACTICAL. CONTRACTOR SHALL NOTIFY
ENGINEER OF ANY TREES LARGER THAN 4" IN CALIP€ R THAT ARE REQUIRED TO BE REMOVED FOR THE CONSTRUCTION OF THE
PROJECT. WHILE THE SITE IS A DENSELY WOODED AREA, THE TRAILS HAVE BEEN LOCATED TO AVOID TREES TO THE MAXIMUM
EXTENT PRACTICAL. SOME TREES THAT REQUIRE SPECIFIC EFFORT TO AVOID DURING CONSTRUCTION HAVE BEEN NOTED ON THE
PLANS.
(12) THE CLEARING LIMITS SHALL BE LIMITED TO BE WITHIN THE LIMITS OF DISTURBANCE.
(13) AT THOSE AREAS OUTSIDE THE 404 WETLANDS AND THE 30' CAMA AEC, CONTRACTOR HAS THE OPTION TO INSTALL CONCRETE
FOOTINGS INSTEAD OF PILES (SEE STRUCTURAL PLANS, BY OTHERS).
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20' 0 20'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODU0lIV;I4.
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( N I WIDE PEDESTRIAN WALKWAY 2 •0S ---'
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-7
STA. 27+95
PROPOSED 472' LONG BY 6' / / / / /
og
r I \ WIDE PEDESTRIAN WALKWAY 3 0 5� 1 / ;; fo / ( ELEV. 17.00 / �L
OSED 8' WIDE /
\ 03b s< # X HMO \ 5L �-"- / (� ! TRANSITION FROM / / OVED NATURAL /
) MNN \ 03do' 1 / i / t f / TRAIL TO WOODEN ACE TRAIL
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- - - WOODEN PEDESTRIAN WALKWAY
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HORIZONTAL: 1" = 20' _
20 NOTE: MHW AT 2.10', MLW AT-2.19', MLLW AT -2.34' (NAVD 88) VERTICAL: 1" = 5' 20 =
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
0
0
(OR 1-800-632-4949)
IT'S THE LAW!
NOTE: ALL STRUCTURES SHALL BE
ELEV. 11.00'
N
ELEVATED AT LEAST THREE
PROPOSED 814'
LONG BY
8'
+FEET
dAj
OVER THE WETLAND
PEDESTRIAN
WALKWAY
APPROX. LOCATION OF PILES
Cc=
SUBSTRATE AS MEASURED
WIDE
#2
(DESIGN BY OTHERS, ESTIMATED
N
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� 5
15
FROM THE BOTTOM OF THE
DECKING
STA. 22+32
TRANSITION FROM 8' WIDE WOODEN
PEDESTRIAN WALKWAY TO 6 WIDE
472'
-15 EMBEDMENT DEPTH,
APPROX. 10' SPACING, SEE
W
�'�
�
STA. 22+80
PROPOSED
LONG BY 6'
ELEV. 11.00
WOODEN PEDESTRIAN WALKWAY
WIDE
PEDESTRIAN
WALKWAY
# 3
STRUCTURAL PLANS )
�
BEGIN 20:1 SLOPE
=
STA. 22+00
20:1
V
.
IAJ
10
10
ELEV. 7.0 0'
BEGIN 20:1 SLOPE
- - ---
- -- - --
-
—
--- - --
----
------
5
+
_ --
t
__ -
—
—
-
-
-
-
5
MHW
2.10'
—
—
—
_
----
EXISTING
0
W
MLW
-2.19'
GRADE
- ---
--
- -
-
o
-
-_
0
_
APPROX. 10'
�*
(DESIGN BY OTHERS)
H
-5
to
-5
21 +80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40
HORIZONTAL: = 20'
7� NOTE: MHW AT 2.10', MLW AT-2.19', MLLW AT -2.34' (NAVD 88) VERTICAI-: = 5'
24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+120
PIR
20
20
--
STA. 27+90
N
+
PROPOSED
472 LONG
BY 6 '
ELEV. 17.00'
END 20:1 SLOPE
I
WIDE
PEDESTRIAN
WALKWAY #3
15
Nx
W
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—
20:1
/
---- - ---
5 -
STA. 26+70
ELEV. 11.00'
EXISTING
=
BEGIN
20:1 SLOPE
GRADE
10
V
/ STA. 27+95
ELEV. 17.00
-------- - � (i --
-N
10 -
TRANSITION FROM
TRAIL TO WOODEN
PROPOSED TRAIL SHALL
W
ZI=
/
PEDESTRIAN WALKWAY
MATCH EXISTING GRADE
_
UNLESS OTHERWISE SHOWN
= Vi
5
_
Au
~
MHW
2.10'
1
� �
0
0
26+20 26+40 26+60 26+80 27+00 27+20 27+40 27+60 27+80 28+00 28+20 28+40 28+60 28+80
GENERAL MOTES:
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NORTH STATE SURVEYORS, PLLC.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
(2) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
(3) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND REQUIREMENTS.
CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY ARISE FROM THE
PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(4) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF GRADED EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EXISTING UTILITIES WITH UTILITY OWNER.
(6) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING UTILITIES.
(7) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 51-66) THIS
PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL ADHERE TO
ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE APPROVED
SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
(8) ALL DISTURBED AREAS TO BE SEEDED, MULCHED, AND STABILIZED IN ACCORDANCE WITH SEEDING SPECIFICATIONS (TRAILS
CONSTRUCTED OF IMPROVED NATURAL SURFACE SHALL NOT BE SEEDED, BUT THE EDGES SHALL BE SEEDED AT LEAST 2' ON
EACH SIDE TO PROMOTE STABILIZATION).
(9) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEMOLITION AND WASTE MATERIALS.
(10) ALL TRAIL SLOPES SHALL MEET ADA REQUIREMENTS, TRAILS SHALL BE COMPACTED TO CREATE A STABLE, FIRM, AND SLIP
RESISTANT WALKING SURFACE. THE MAXIMUM SLOPE SHALL BE 20:1, AND THE MAXIMUM CROSS SLOPE SHALL BE 48:1. THE
CROSS SLOPE SHALL SLOPE IN THE DIRECTION TO FACILITATE POSITIVE DRAINAGE.
(11) CONTRACTOR SHALL PRESERVE TREES AND VEGETATION TO THE MAXIMUM EXTENT PRACTICAL. CONTRACTOR SHALL NOTIFY
ENGINEER OF ANY TREES LARGER THAN 4" IN CALIPER THAT ARE REQUIRED TO BE REMOVED FOR THE CONSTRUCTION OF THE
PROJECT. WHILE THE SITE IS A DENSELY WOODED AREA, THE TRAILS HAVE BEEN LOCATED TO AVOID TREES TO THE MAXIMUM
EXTENT PRACTICAL. SOME TREES THAT REQUIRE SPECIFIC EFFORT TO AVOID DURING CONSTRUCTION HAVE BEEN NOTED ON THE
PLANS.
(12) THE CLEARING LIMITS SHALL BE LIMITED TO BE WITHIN THE LIMITS OF DISTURBANCE.
(13) AT THOSE AREAS OUTSIDE THE 404 WETLANDS AND THE 30' CAMA AEC, CONTRACTOR HAS THE OPTION TO INSTALL CONCRETE
FOOTINGS INSTEAD OF PILES (SEE STRUCTURAL PLANS, BY OTHERS).
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ELEV. 16.46' \ 10\ �y , 0
BEGIN 12:1 SLOPE
ao aQ1 - ,ae (101 /"60" DIAMETER (MINIMUM) ®+ IN66'39'15.38 E 8�y 0+A,30
LEVEL TURNING SPACE `„>� �. 0
STA. 0+53A
A / ELEV. 16.46 END 12:1 SLOPETRANSITION FROM 6' WIDE WOODEN PEDESTRIAN \ \ o \ o° //WALKWAY TO 10' WIDE OBSERVATION DECK \ �y p
'� / / // / i /� r �� ��� 7
8ii .os 7//
\ 24 PINE TREE'\\REMOVE EXISTING LANDING TO CONTINUE\ TO REMAIN / EXISTING 12:1 SLOPE (THE TOTAL RUN FOR \
59 / THE 12:1 SLOPE SHALL BE 30 L.F. MAXIMUM) `Qi - �oY _ ) /� LOP
STA. 0+41 J I 1
PROPOSED 6' WIDE / / / y ELEV. 17.42' Jr
OBSERVATION DECK l / l j BEGIN 12:1 SLOPE r o
STA. 0+30 r i
ELEV. 17.42' / o
1 S / 3
CONTRACTOR SHALL TIE TO o ,� / / / END I LOPE
EXISTING GRADE AS NECESSARY, ,� / I o / to LANDING
OF EXISTING // /
12:1 SLOPE MAXIMUM, ADD FILL , o { / LANDING 11 J J \ LO LOD
AS NECESSARY TO MEET
3b ,5/ / / / �---- EXISTING GRADE o \ / / r / ! / ' \ \ STA. 0+88
-- /03 ,sL -�---t �3d1.5� / / / op / / \ l / / J ` \ \ ELEV. 13.96'
Q BEGINNING OF
\\\ END 12:1 SLOPE
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FUTURE WATER
AND SEWER j 0o j �./ h "' J J EXISTING 6' 9'
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(NIC)
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STATION (50' FROM WETLANDS)
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/ \/ / 0
APPROX. WATER DEPTH:
LOW TIDE (MLW): 1.2'
-k HIGH TIDE (MHW): -3.1'
MEAN HIGH WATER AT 2.10' CONTOUR
(BASIS OF 75' AEC LIMIT PER
CORRESPONDENCE WITH DCM STAFF
DECEMBER 31, 2014)
J
�— APPROXIMATE
MARSH LINE
3
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SCALE: 1 " = 10'
10' 0 10'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTI
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C.4.6
HORIZONTAL: 1" = 20'
30 NOTE: MHW AT 2.10', MLW A[ -2.19', MLLW AT -2.34' (NAVD 88) VERTICAL: 1" = 5' 30 GENERAL NOTES:
STA. 0+00 (1) TOPOGRAPHICAL INFORMATION PROVIDED BY NORTH STATE SURVEYORS, PLLC,
ELEV. 19.92' INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
BEGINNING OF EXISTING Lo o
RAMP TO REMAIN 25 (2) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION. o o p
25 _ _ (3) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND REQUIREMENTS. cv o
--—�- CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY ARISE FROM THE
REMOVE EXISTING RAMP PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS. N d U Z
STA. �0+41 I (4) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF GRADED EARTHEN AREAS SHALL BE 3:1 OR FLATTER. � a C co
ELEV. 17.42' (5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EXISTING UTILITIES WITH UTILITY OWNER. -� Z
2O BEGIN 12:1 SLOPE` 20 (6) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING UTILITIES. �� v � w
—�--- -I - --- - -- j (7) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 51-66) THIS z U J
STA. 0+58 PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL ADHERE TO � o cry t�
ELEV. 16.46' STA. 0+88 ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIDED BY NCDENR. A COPY OF THE APPROVED p a p U Lo
BEGIN 12:1 SLOPE ELEV. 13.96' SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
END 12:1 SLOPE (8) ALL DISTURBED AREAS TO BE SEEDED, MULCHED, AND STABILIZED IN ACCORDANCE WITH SEEDING SPECIFICATIONS (TRAILS
1 cJ 15 CONSTRUCTED OF IMPROVED NATURAL SURFACE SHALL NOT BE SEEDED, BUT THE EDGES SHALL BE SEEDED AT LEAST 2' ON """"'dd
- _ EACH SIDE TO PROMOTE STABILIZATION). ,��.� ��•.••••...,�'�.,�
12:1 SLOPE (9) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEMOLITION AND WASTE MATERIALS. •••�
10 ALL TRAIL SLOPES SHALL MEET ADA REQUIREMENTS. TRAILS SHALL BE COMPACTED TO CREATE A STABLE, FIRM, AND SLIP ' ®v' '-
T'(P. FOR THIS \ ( ) ? �
1 cq
STRUCTURE) ` RESISTANT WALKING SURFACE. THE MAXIMUM SLOPE SHALL BE 20:1, AND THE MAXIMUM CROSS SLOPE SHALL BE 48:1. THE
CROSS SLOPE SHALL SLOPE IN THE DIRECTION TO FACILITATE POSITIVE DRAINAGE. = ?$G N
10 10 (11) CONTRACTOR SHALL PRESERVE TREES AND VEGETATION TO THE MAXIMUM EXTENT PRACTICAL. CONTRACTOR SHALL NOTIFY �•••QJ v ••��'
- — STA. 0+30 - - ----- - - •'•�......•••'
ENGINEER OF ANY TREES LARGER THAN 4 IN CALIPER THAT ARE REQUIRED TO BE REMOVED FOR THE CONSTRUCTION OF THE ''�,�'
ELEV. 17.42' STA. 0+53 \ PROJECT. WHILE THE SITE IS A DENSELY WOODED AREA THE TRAILS HAVE BEEN LOCATED TO AVOID TREES TO THE MAXIMUM Cp`�A°
END 12:1 SLOPE ELEV. 16.46' \ APPROX. LOCATION OF PILES �
END Ii 2:1 III SLOPE \ (DESIGN L OTHERS, ESTIMATED EXTENT PRACTICAL. SOME TREES THAT REQUIRE SPECIFIC EFFORT TO AVOID DURING CONSTRUCTION HAVE BEEN NOTED ON THE
BEFORE YOU DIG! PLANS.
( ONE CALL o \ 40' EMBEDMENT DEPTH, 12 THE CLEARING LIMITS SHALL BE LIMITED TO BE WITHIN THE LIMITS OF DISTURBANCE.
(TOLL FREE) 5 EXISTING GRADE �_ _ APPROX. 10' SPACING, SEE cJ _ ( )
STRUCTURAL PLANS) (13) AT THOSE AREAS OUTSIDE THE 404 WETLANDS AND THE 30' CAMA AEC, CONTRACTOR HAS THE OPTION TO INSTALL CONCRETE
o FOOTINGS INSTEAD OF PILES (SEE STRUCTURAL PLANS, BY OTHERS). o j
APPROX. 10' o o
0 ® (DESIGN BY OTHERS) MHW 2.10' '�`' '
d .�=
LO
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(OR 1-800-632-4949) 0+00 0+20 0+40 0+60 0+80 1 +00 1 +20 1 +40PI
IT'S THE LAW!

MEAN HIGH WATER AT 2.10' CONTOUR
uj
(BASIS OF 75' AEC LIMIT PER
CORRESPONDENCE WITH DCM STAFF
i DECEMBER 31, 2014)
60 DIAMETER (MINIMUM)
LEVEL TURNING SPACE
0+35
ELEV. 11.75'l
`v (CONTRACTOR SHALL NOTIFY ENGINEER \ END 12:1 \SLOPE ` MHiN� 1 \
-- - - - -�' OF ANY TREES LARGER THAN 4" IN \ \\mod \\ \\ \\ \\ \ \
CALIPER THAT ARE REQUIRED TO BE
REMOVED FOR THE CONSTRUCTION OF 1 I 1 STA, 0+40
\.
THE FISHING PIER, THE CONTRACTOR J I I I I ELEV. 11.75BEGIN 12:1 SLOPE
SHALL PRESERVE TREES TO THE i i J�� I ' 1 \ - - - - LOB - - \ LOD L LOD LOD
- - ___. - - y - � MAXIMUM POSSIBLE EXTENT I I ( I L®® _._---" 1 `, +80 1+00
STA. 0+05 I ( 1 I I °� ( I Epp
~ \ r 1 ELEV. 14.25' 1 104, 1 1 d I I LODE
\ BEGIN 12:1 SLOPE ( I 1 LOb 0+q0 A l I
LOD
ro+
\ \ l I I i I__ 1 I 3 1
0-1 G G (10-1 G -I
00� /'A !� STA. 0+75
QOl j 1 / / ELEV. 9.25'
BEGIN 12:1 SLOPE
GOI �`J \\ i STA. 0+70
ELEV. 9.25
\ \ STA. OTO w h j_ GO \ o ` ' END 12:1 SLOPE
ELEV. 14.25 e CIO
i
4
P I 1
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LOD �----- LOD -
1 t 20
J
LOD LOD LOD LOD LOD
1 +40 1 +60
n! 71'30'46.97" E
001 Go] OOl
J
M
t- STA. 1 +05
ELEV. 7.00'
END 12:1 SLOPE
APPROXIMATE
MARSH LINE
HORIZONTAL: 1" = 20'
30 NOTE: MHW AT 2.10', MLW AT-2.19', MLLW AT -234' (NAVD 88) VERTICAL: 1" = 5' 30
0+00 0+20 0+40 0+60 0+80 1 +00 1 +20 1 +40 1 +60 1 +80 2+00
125'-0"
001 Gol aol Gol
L D /� L D ---I
1 o' - o" .♦i I
0
n
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0
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1+80 2+02.13
r
0
GENERAL NOTES:
aol ----1
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1 r
O
0
r
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SCALE: 1 " = 10'
10' 0 10'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
APPROX. WATER DEPTH:
LOW TIDE (MLW): -1.1'
HIGH TIDE (MHW): -5.4'
(1) TOPOGRAPHICAL INFORMATION PROVIDED BY NORTH STATE SURVEYORS, PLLC.
INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY - NOT FOR RECORDATION.
(2) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
(3) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL, STATE, AND FEDERAL STANDARDS AND REQUIREMENTS.
CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY ARISE FROM THE
PERFORMANCE OF THE WORK DESCRIBED IN THE COIITRACT DOCUMENTS.
(4) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF GRADES EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EXISTING UTILITIES WITH UTILITY OWNER.
(6) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING UTILITIES.
(7) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 51-66) THIS
PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL ADHERE TO
ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE APPROVED
SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
(8) ALL DISTURBED AREAS TO BE SEEDED, MULCHED, AND STABILIZED IN ACCORDANCE WITH SEEDING SPECIFICATIONS (TRAILS
CONSTRUCTED OF IMPROVED NATURAL SURFACE SHALL NOT BE SEEDED, BUT THE EDGES SHALL BE SEEDED AT LEAST 2' ON
EACH SIDE TO PROMOTE STABILIZATION).
(9) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEMOLITION AND WAS--: M �TERIALS.
(10) ALL TRAIL SLOPES SHALL MEET ADA REQUIREMENTS. TRAILS SHALL BE CC'.1PACTED TO CREATE A STABLE, FIRM, AND SLIP
RESISTANT WALKING SURFACE. THE MAXIMUM SLOPL SHALL BE 20:1, AND THE MAXIMUM CROSS SLOPE SHALL BE 48:1. THE
CROSS SLOPE SHALL SLOPE IN THE DIRECTION TO FACILITATE POSITIVE DRAAAGE.
(11) CONTRACTOR SHALL PRESERVE TREES AND VEGETATION TO THE MAXIMUM EXTENT PRACTICAL. CONTRACTOR SHALL NOTIFY
ENGINEER OF ANY TREES LARGER THAN 4" IN CALIPER THAT ARE REQUIRED TO BE REMOVED FOR THE CONSTRUCTION OF THE
PROJECT. WHILE THE SITE IS A DENSELY WOODED AREA, THE TRAILS HAVE BEEN LOCATED TO AVOID TREES TO THE MAXIMUM
EXTENT PRACTICAL. SOME TREES THAT REQUIRE SPECIFIC EFFORT TO AVOID DURING CONSTRUCTION HAVE BEEN NOTED ON THE
PLANS.
(12) THE CLEARING LIMITS SHALL BE LIMITED TO BE WITHIN THE LIMITS OF DISTURBANCE.
(13) AT THOSE AREAS OUTSIDE THE 404 WETLANDS AND THE 30' CAMA AEC, CONTRACTOR HAS THE OPTION TO INSTALL CONCRETE
FOOTINGS INSTEAD OF PILES (SEE STRUCTURAL PLANS, BY OTHERS).
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STEEL POST
SFr%
/10 pCQ F,9��/
�oS � CiFi®T
TUR S�
NOTE:
BURLAP SHALL NOT -i
BE USED.
12 GAUGE 4"X4" OR 2"X4" WELDED
WIRE HOOKED ONTO PREFORMED
CHANNELS ON STEEL POST
6"
2' MINIMUM
C
STEEL POST
WELDED WIRE MESH
—
BACKFILL
EROSION & SILTATION
CONTROL FABRICJ�
WELDED WIRE MESH
ACTED FILL
ALTERNATE: IN LIEU OF BURYING
SKIRT, 6" OF NO.5 STONE MAY BE
USED TO ANCHOR SKIRT.
GROUND LINE
24" MIN. EXTRA DEPTH
REQUIRED FOR
NON -STABLE SOILS
SECTION VIEW
SEDIMENT FENCE DETAIL
NOT TO SCALE_
MAXIMUM SEDIMENT STORAGE LEVEL.
• / REMOVE SEDIMENT WHEN THIS LEVEL IS
REACHED OR AS DIRECTED BY
/ CONSERVATION INSPECTOR.
ULTRAVIOLET RESISTANT (BLACK)
MIRAFI FABRIC OR EQUIVALENT
-� SECURED TO WIRE WITH METAL CLIPS
OR WIRE AT 8" OFF CENTER.
—NATURAL GRADE
CARRY APPROXIMATELY 12" OF FABRIC INTO
—TRENCH, COVER WITH SOIL AND TAMP BACKFILL.
p —CARRY 6" OF WIRE INTO TRENCH.
STEEL POSTS AT 10' OFF CENTER MAXIMUM GENERAL NOTES:
SEDIMENT FENCE DETAIL
NOT TO SCALE
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT
LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE
IMMEDIATELY,
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE
EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE
REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE
REMOVED WHEN DEPOSITS REACH APPROXIMATELY 0.5 FT. IN DEPTH
4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER
IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE.
PREPARED AND SEEDED.
5. PROVIDE OUTLETS IN SEDIMENT FENCE AT LOW SPOTS FOR DEWATERING LARGE AREAS
(USE CLASS B STONE).
TEMPORARY SEDIMENT FENCE
DETAIL 1
SCALE: NOT TO SCALE
1. FENCE FABRIC SHALL BE A
MINIMUM OF 32" IN WIDTH AND
SHALL HAVE A MINIMUM OF 6
LINE WIRES WITH 12" STAY
SPACING.
2. FILTER FABRIC SHALL BE MIRAFI
100 FABRIC OR EQUIVALENT.
BURLAP CANNOT BE USED
WHERE SILT FENCE IS TO
REMAIN FOR A PERIOD MORE
THAN 30 DAYS,
3. STEEL POSTS SHALL BE 1.33
LBS./L.F. HAVE A MIN. LENGTH
OF 5' AND BE OF THE
SELF -FASTENER ANGLE STEEL
TYPE.
4' i
SEDIMENT NO S 57
WASHED
�.� STONE
��f r hill
STONE OUTLET CLASS II SECTION
RIP -RAP BASE WITH WASHED
STONE FACE
NOTE: CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT LOW SPOTS
ALONG SEDIMENT FENCING NOT TO EXCEED 200 L.F. INTERVALS.
SCALE: NOT TO SCALE
2
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STABILIZATION TIMEF
SITE AREA DESCRIPTION STABII.,IZATION
PERIMETER DIKES, SWALES, DITCHES, SLOPES 7 DAYS
SLOPES 3:1 OR FLATTER 14 DAYS
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS
RAMES
TIMEFRAME EXCEPTIONS
NONE
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
NONE
SEEDING SCHEDULE
DETAIL 4
SCALE; NOT TO SCALE C .5.1
SEE PLAN
PUBLIC RIGHT
EXISTING OF WAY
GROUND 8'EXISTING
I GROUND-�
SEE PLAN
f CRUSHED STONE
CRUSHED STONt PROVIDE TRANSITION BETWEEN CONSTRUCTION
ENTRANCE/EXIT & EXISTING ROAD.
PEOFILE PLAN
NOTES:
1. STONE SIZE - 3-2" COURSE AGGREGATE, CRUSHED STONE MAY BE USED.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE
ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE PERFORMED ON
A SURFACE STABILIZED WITH CRL SHED STONE, DRAINING INTO AN APPROVED SEDIMENT
TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY
STORM DRAIN, DITCH OR WATERCOURSE THROUGH THE USE OF SANDBAGS, GRAVEL,
BOARDS OR OTHER APPROVED METHODS.
3. THE ENTRANCE/EXIT SHALL BE MAINTAINED IN A CONDITION WHICH PREVENTS THE
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF WAY. THIS MAY REQUIRE
PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR
AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED,
DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED
IMMEDIATELY,
4. MINIMUM DIMENSIONS: (ALSO SLE EROSION CONTROL PLANS) LENGTH AS EFFECTIVE BUT
NOT LESS THAN 50 FEET. WIDTH NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS
OF EGRESS THICKNESS NOT LESS THAN EIGHT (8) INCHES.
DETAIL K'7`
SCALE: NOT TO SCALE k C.5.1
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FUTURE 30'x32' EQUIPMENT
STORAGE FACILITY AND
GRAVEL DRIVEWAY ACCESS
(NIC)
INSTALL APPROX. 538 L.F. -
OF SEDIMENT FENCE
SEE DETAIL
1
C.5.1
LIMITS OF DISTURBANCE
PROPOSED 472' LONG BY 6' WIDE
PEDESTRIAN WALKWAY #3
(SEE SHEET C 4 4 FOR PROFIL
TRANSITION FROM 8' WIDE WOODEN
PEDESTRIAN WALKWAY TO 6' WIDE
WOODEN PEDESTRIAN WALKWAY
APPROX. TOTAL OF E VIEW,
5' FROM EACH SIDE OF STRUCTURAL DESIGN BY OTHERS)
1,aiL.F. IMPROVED NATURAL SURFACE TRAIL f PEDESTRIAN
WALKING TRAIL WALKWAY (TYP.) TREE TO BE r
\ crctfr t#36 PRESERVED
TYP -
-
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Piv Fr
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-- \
- _._
-
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— —f�rn frn m1f--- J`— —
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a \ fire \ r�y frrt'- -- o
26- - ' - - r, moo- ` - - _ - - - -rn
frn rn
FROM STA. 0+00 TO - CT \ a I n� n: nI >�✓ / - `�"
INK
7+16, INSTALL 8' WIDE - r- - - =--"t{Qi'�'�T� SOS _-- o
\ / WOVEN GEOTEXTILE O \ / - 0,
_Y — �
-25 - - - - o \ r a0� / OD LOD LOD - LOD -� , L�OD --s LO , LO(� —� OD'�-ri Vq LOfd- D -L -� 14W`LODE D L�U--�SLp OD D '
v / , - - FABRIC (AASHTO M288, J s2 - / / / / / / / / \
/SPECIFICATIONS),- - o� / e / / / / / 1 / / E� o \ I
SEE �S,
EXISTING EDGE OF' �/ " a -\ /� - 21 - `" L / / / / / / /1 / l l `� / / v � � qEC\
- - 24- - TOP DRESSED WITH 4 �— O r J - i / / / /�, r i� P ��/ �� \ so' ve 50 \ I
—ASPHALT PAVEMENT — l �0 --� A9 � i i ///// ( / � 50' �
v SL - / / / / /� \ 5p w
- LAYER OF /4 MINUS ate/ _ _ - - ` _ - _ - f////4 /1 r spy
- / LIMESTONE a o EXISTING- 1 J l \
1 / / WOOD - - 1a _ _ - - l (� i/ / / / - '� o� 3o AEG / \ �o �v�
` -- - - —23 - - - _ 4 BEGINNING OF TRAIL ' FUTURE WATER AND /` / / / �� 'RUINS _-_- i ` ` =�� - - �17_ , \/ 1 I I I I (I l t / _ 3o, AEc 30 q `R r \ /
STA. 0+00 SEWER SERVICE l \ / �,%!- �� - v �i �/l If r r /) )(1 1 I) d I o II / I v �w (cW) eC�L�'`./� I
_ SEE SHEET C.4.1 _ - \ ,-� - _ e
( ) LINES TO EXISTING / / / (t (_ - / l 1 / / / I i (1 1 ( I I� �, �� g --1�ti i3 A�q w ( I
` b� v 0 PAVILION (NIC) / / �` 11 100�- �\ _ 1 i!(I�\�� ��� ,��--
_ - -
a
_ 2t TEMPORARY CONSTRUCTION ENTRANCE a0� a0� p l r' ///'I\����5
-1 (TO BE REMOVED AND GRASSED AT
.20-- _ - OD SOD / // / �r / / r ( / 11 14 /��; �,�ti
END OF PROJECT) \ L D SOD OD -� / 1 �� / / / , '
EXISTING EXISTING - \ / / \ \: \\\/ /rx / / /� / / i�/ / / 1 1 �1 1 �,�
— >>i\��1 w 1 / /I / l / / / _�_,� _ \ / I l l ! ; Nye' \ \ \ l ' l / �I -` .�� \ �``� I I .� -�°0 M� k�
PARKING LOT WOODS LINE I r/ice � �� �� %�- -J � a, r: ( I 1 0 // / �-i >� \\ � / I \ \ ; / / / G�� (� \�l \ �� l ! l 1
/ I / t� a I \ \ I �
4 / 1 $ / / / / / l t \ l \ o 1 ��l �� P \ \ ' ' 1 1 ,}g �j`� Al-
(/i� Cr01 ` - -x' / ' j / / % 1 / 1 \ r \ \\ I `.\ \, 1 1 1 \ �/� / Igo 6 P OO / M APPROXIMATE
j/i%/ / 1 1 1 \ / I 1 \ SP' O°�\ \, / MEAN LOW WATER
INSTALL APPROX. 237 L.F.
....� O°.�/�-
_15. OF SEDIMENT FENCE // / �� / /� y�����` \ ' / / �� -- J /i / /1 I / \ \ \ \ \ \ �� / \ X 15 PROPOSED 814' LONG BY 8' WIDE
SEE DETAIL // / / / 1 PEDESTRIAN WALKWAY #2
\ � (SEE SHEETS C.4.2, C.4.3, AND C.4.4 FOR
PROFILE VIEWS, STRUCTURAL DESIGN BY
FUTURE BUILDINGS _ OTHERS)
\ \ f ' r / 1 ` 75' AEC 75� I I I p
(FOR REFERENCE ONLY, / /%f/ f / �� ! /i / \ \ v / / , /
NOT TO BE PERMITTEDr '0 '\ \-O w
MEAN HIGH WATER AT 2.10 CONTOUR
AT THIS TIME) \ // I=_ / / 5 . (cw I I I I �' 00 // (BASIS OF 75' AEC LIMIT PER
\ I ' r / \\ \\\\\I 1 _ —_ J0 — 0 III �,� EC �V�
_ I I 75' A A / 0 / CORRESPONDENCE WITH DCM STAFF
30' AEC ( I _—� / 1� 9
0 DECEMBER 31, 2014) APPROXIMATE
'----_ - � �p \-° w MARSH LINE
_-- INSTALL APPROX. 28 L.F.
i
w z o l - _ \ \ \ \� P --/ / �' OF SEDIMENT FENCE
l `3 ' AEE- �'" ' �� SEE DETAIL 1
o --- \ \ �p Zo
It
It\-\ `\\ �2�I Y� QOl
0 - T-E- a
AE �� ''� \ \�\\' \�\ _ ,/ /' ,M�� GENERAL NOTES:
INSTALL APPROX. 20 L.F.
- - - - - - OF SEDIMENT FENCE
75' AEC �j�`✓//-=-' s� �-- 'r� '��/��� �o- ' - - - - - w o ' } \ I INSTALL APPROX. 669 L.F. (1) TOPOGRAPHICAL INFORMATION PROVIDED BY NORTH STATE SURVEYORS, PLLC.
jll/r7�'\� _ - - l/ - �--�--__p•- - - T' -, ^ SEE DETAIL
/ //11I // / \ \ \ \ �S� — — ��� `0_ —i 1 Mew 1 OF SEDIMENT FENCE INFORMATION PROVIDED FOR ENGINEERING DESIGN PURPOSES ONLY -NOT FOR RECORDATION.
qF \ \ ��- - = -p� \ �t�'_ SEE DETAIL (2) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
50° VB 56'�o-"/ A �_ r �w 1 (3) ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT LOCAL STATE AND FEDERAL STANDARDS AND REQUIREMENTS.
13=12 llv1 / / / - \ `� PROPOSED 136' LONG BY 6' c.5.1 ,
-�� �� - CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY ARISE FROM THE
-tea=�� ! / / �' /a �/ PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
-� i / / -� - WIDE PEDESTRIAN WALKWAY 1
(SEE SHEET C.4.2 FOR PROFILE (4) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF GRADED EARTHEN AREAS SHALL BE 3: 1 OR FLATTER.
p VIEW, STRUCTURAL DESIGN BY (5) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EXISTING UTILITIES WITH UTILITY OWNER.
\ _ ' qJ N w ` \ \\ J -6 W ( - - Mew OTHERS) (6) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING UTILITIES.
r v rM� (7) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 51-66) THIS
4�1 PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL ADHERE TO
ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE APPROVED
\ p _ - - _ �� Mew % �� SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
O MLw INSTALL APPROX. 47 L.F.
Uw
J. o -- OF SEDIMENT FENCE
MLW - MMLW -___ - MAW SEE DETAIL
1
C.5.1
a ro
� o
PROPOSED FISHING PIER
(SEE SHEET C.4.7 FOR PROFILE VIEW,
00-1 STRUCTURAL DESIGN BY OTHERS)
EXISTING
EDUCATIONAL
PAVILION
PROPOSED OBSERVATION DECK
(SEE SHEET C.4.6 FOR PROFILE VIEW,
STRUCTURAL DESIGN BY OTHERS)
LEGEND
404 WETLANDS
404
50' STORMWATER VEGETATIVE BUFFER
50' VB
MEAN HIGH WATER
MHW
MEAN LOW WATER
MLW
CAMA NORMAL HIGH WATER
NOW (CW)
75' CAMA AEC
75' AEC
30' CAMA AEC
50' AEC
MARSH LINE
(8) ALL DISTURBED AREAS TO BE SEEDED, MULCHED, AND STABILIZED IN ACCORDANCE WITH SEEDING SPECIFICATIONS (TRAILS
CONSTRUCTED OF IMPROVED NATURAL SURFACE SHALL NOT BE SEEDED, BUT THE EDGES SHALL BE SEEDED AT LEAST 2' ON
EACH SIDE TO PROMOTE STABILIZATION).
(9) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEMOLITION AND WASTE MATERIALS.
(10) ALL TRAIL SLOPES SHALL MEET ADA REQUIREMENTS. TRAILS SHALL BE COMPACTED TO CREATE A STABLE, FIRM, AND SLIP
RESISTANT WALKING SURFACE. THE MAXIMUM SLOPE SHALL BE 20:1, AND THE MAXIMUM CROSS SLOPE SHALL BE 48:1. THE
CROSS SLOPE SHALL SLOPE IN THE DIRECTION TO FACILITATE POSITIVE DRAINAGE.
(11) CONTRACTOR SHALL PRESERVE TREES AND VEGETATION TO THE MAXIMUM EXTENT PRACTICAL. CONTRACTOR SHALL NOTIFY
ENGINEER OF ANY TREES LARGER THAN 4" IN CALIPER THAT ARE REQUIRED TO BE REMOVED FOR THE CONSTRUCTION OF THE
PROJECT. WHILE THE SITE IS A DENSELY WOODED AREA, THE TRAILS HAVE BEEN LOCATED TO AVOID TREES TO THE MAXIMUM
EXTENT PRACTICAL. SOME TREES THAT REQUIRE SPECIFIC EFFORT TO AVOID DURING CONSTRUCTION HAVE BEEN NOTED ON THE
PLANS.
(12) THE CLEARING LIMITS SHALL BE LIMITED TO BE WITHIN THE LIMITS OF DISTURBANCE.
(13) AT THOSE AREAS OUTSIDE THE 404 WETLANDS AND THE 30' CAMA AEC, CONTRACTOR HAS THE OPTION TO INSTALL CONCRETE
FOOTINGS INSTEAD OF PILES (SEE STRUCTURAL PLANS, BY OTHERS).
SCALE: 1" = 50'
50' 0 50'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
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