SW8890414_Approved Plans_19890413

SWALE INV. = 5. P_,
5
20 _ `
SWALE INV = 12.4'-
SWALE /AIV. = 14.1'-
MARSH
S514�
p \\yam SY
L
N\ R
VA NCE 20 IN
PROPERTIES
77.
18 :
SWALE INV. = 13.7'
25
SWALE INV. = 21.2'
SWALE INV. = 22.1'
/20
r1L tK B .9e c'p
S/L- FENCE
�L
\(jo
-SILT FENCE
-SWALE INV. = 6.0
i
W SILT FEN
�
43
-_ __ 42 _-
4/�=�-`
69
68
a
61
24.6 25.7
26.0 ?'
26:1 o 52 5 SWAL I 'NV. = 20.7',
r N 6a
i
273 i SWALF INV. = 21.4'
25
25
QUEENS CREEK A SO CIA TES
SWALE INV = 21.2'
G
F
2
s
S
010I7'44"€
r'-
7l 39'
S 170 07' 59" W
'F--�
5704'
SWALE INV. = 20.6'
F
K F
SWALE INV = 5.9'
SWALE INV. = 21.8' L
SILT FFNCE-
SWALE lP/V. � 2/.4'
\" 0 ° Av
130
22 \ 25
20
I r RCP a0. (8 LF NV 2 '
DROP MANHOLE RIM = 23.0'
INV. (OUT) N 36" 0 RCP = 10.6'
INV. (IN) S 36" 0 RCP = 10.8'
k INV. (IN) E 16" 0 RCP = 20.7'
15 INV. (IN) W 18" 0 RCP = 19.7'
36" 0 RCP Q 0.51 (16 LF)
INV. (IN) = II.O'
�5
E/P 8 _ /O
14 l5
fR 16
SILT FENCE n
Q to 8 /
� 20
p�� �p� �22
0 2-5
o (� AGE
' .ND RIP RAP !� �,-
J� \
I LINING I / i �N 730 45� ;90". W
SWALE IN - 6.3If ', / E2.15'I / \
f20.0
41 12 I 16 \�SY L E
221 19.2 \PS
/ 150. 0 C
SWAL INV
3S' D RCP L O %
24/LF-IN. ���, n - I6.3'
- 9.5' 770.35 COE C11
74. 02` I04 1 x
r
17 r--
D 1013 Z
� Rr
INV:
17.9
23
/ 2
. % I RCP Q� �`. '•: /ps-
0.3%
25
l 40 L F?
1 IOI :+C O SWALE INV. = 21.5'
(' t�:.J
A'5 25
1
25
SWALE INV. = 21.5'
SWALE INV. = 21.0'
CONSTRUCT I.N SCHEDULE
I OE3TA 1 N PLA ;. APPROVAL AND OTHER APPL I CAJOLE FVJW I TS -
2 FLAG THE . I Ivy I TS .
3. HOLD PREC6.4STRUCTION CONFERENCE AT LEAST ONE WEEK
PRIOR TO SSrARTiN: CONSTRUCTION,
4, INSTALL SI'»T FENCING AT LOCATIONS SHOWN ON PLAN
PRIOR TO GRADING ADJACENT UPLAND AREASe
5, INSTALL OU rLET CHANNELS TO MARSH Attu CKA"*4 ELS ALONG
LOT LINES, INSTALL CHANNEL LINERS. RIP RAP, AND
SEED PER SPEC IFICATIONS UPON COMPLETION OF GRADING,
6, ROUGH GRADC STREETS AM CONSTRUCT ROADSIDE SWALES
INTEGRAL .) STREET GRADING.
7., INSTALL 9.31MENT TRAPS, STORK! SEWER PIPING. AND
ENERGY DIDIPATION DEVICES AS EACH SUCCESSIVE STREET
DRAINAGE c .MET IS REACHED DURING STREET GP_4D I NG
OPERAT 1 GII4 , INSTALL TVAPORARY L 1 NUM AND SEED
SWALES IMIED1ATELY UPON COMPLETION OF GRADING OF
EACH DRAINAGE SECTION.
8, COMPLETE IINAL GRADING FOR ROADS AND STABILIZE WITH
GRAVEL BA::E COURSE.
9, COMPLETE I'1NAL GRADING OF STREET RIGHT-OF-WAY AND
PERRIANENTLY VEGETATE, LAN IDSCAPE , AND ?JJLCH.
10. ALL EROSION AND SEDIPAEM CONTROL PRACTICES WILL BE
INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED
REPAIRS W`LL BE MADE IbMED1ATELY,
1 1 ., AFTER S I T�: IS STAB I L I ZED , RQNOVE ALL TEMIKStARY
MEASURES .AND INSTALL PERMANENT VEGETATION ON THE
DISTURBED AREAS,
12, EST I MATED TIME BEFORE FINAL STAB I L I ZAT I ON - 6 L*WTHS .
0
LEGEND
U===
STORM SEWER PIPE
DROP INLET
•
STORM SEWER MANHOLE
+17.0
EXISTING GRADE
+18.5
FINISH GRADE
UNLINED GRASS SWALE
LINED GRASS SWALE
RIP RAP LINED CHANNEL
-
RIP RAP APRON
---18-----
EXISTING CONTOUR
-20
FINISH CONTOUR
-
SILT FENCE
r 791
SEDIMENT TRAP
Q� 0 �
STORMWATER SETBACK LINE
m
�+ 4 L
L.
jmI�
.�
KINGSBRIDGE''7T PROPER TIES
.EROSION CONTROL PLAN
and
STORMWATER MANAGEMENT PLAN
UOSEPH S. HILL, ✓R. and ASSOCIATES
CONSULTING ENGINEERS and PLANNERS
WILMINGTON, N.C.
f
DESIGN JSH
♦♦♦e�'� U A �1 /'AI" DRAWN
PVA
CHECKED
JSH
�CL SEAL t- a -
• o° SCALE
l00
t
',�fA'
•,°f; Iiy ®o DATE APRIL /989
' , Fr�� A••a»e' ��.
♦ g S
r 'I ��dt�e+t®eeeee♦`'♦♦♦♦♦ SHEET l Of 2
4!/ r' i"<.J REVISIONS

KINGSBRIDGE II, SECTIONS 1
SITE LAYOUT FOR BUA REALLOCATION
SCALE: 1" =100'
SECTION 2
SECTION 3
221
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OR. 201 E. WSRIDGE 202 E. NYBRIDGE DR.
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SECTION 2
/ w v RECREATION
F 0463 ACRES /
168 E NYBRIOGE DR.
KNGSD MIIHGBOWPERS WETLANDS 2
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SECTION 2
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y SECTION 4
KINGSBRIDGE II SECTION 2 CURVE DATA
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C1
317.97'
211.08'
207.23'
S 39'46'37" W
C2
280.00'
66.59'
66.43'
N 01-37'13" W
C3
280.00'
162.26'
160.00'
N 24'47'55" W
C4
280.00'
150.00' 1
148.21'
N 56'44'50" W
C5 1
280.00'
8.09'
8.09'
N 72'55'28" W
KINGSBRIDGE
II SECTION 3 CURVE DATA
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C 1
25.00'
39.27'
35.36'
S 6 V 15'00" W
C2
340.00'
60.32'
60.24'
S 21'19'56" W
C3
280.00'
60.47'
60.35'
N 22'26'13" E
C4
25.00'
34.00'
31.44'
N 22'42'52" W
C5
340.00'
44.50'
44.47'
N 57'55'44" W
C6
340.00'
55.00'
54.94'
N 49-32'43" W
C7
340.00'
55.00'
54.94'
N 40' 16'37" W
C8
340.00'
55.00'
54.94'
N 31'00'31 " W
C9
340.00'
55.00'
54.94'
N 21'44'24" W
C10
340.00'
55,00'
54.94'
N 12*28'18" W
C11
340.00'
61.32'
61.24'
N 02'40'14" W
C12
340.00'
17.28'
17.28'
N 03'57'07" E
C13
25.00'
39.27'
35.36'
N 39'35'31" W
C14
340.00'
71.63'
71.50'
S 67'42'53" E
KINGSBRIDGE
II SECTION 4 CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C 1
25.00'
18.71 '
18.27'
N 03*43' 15" E
C2
50.00'
115.94'
91.66'
S 48'42'48" W
C3
50.00'
35.47'
34.73'
N 47'37'40" E
C4
25.00'
18.69'
18.26'
S 46'32'03" W
C5
300.00'
52.65'
52.58'
N 59'51'19" W
C6
240.00'
159.45'
156.54'
N 45'50'58" W
C7
240.00'
134.98'
133.21'
N 10*42'15" W
C8
300,00'
32.14'
32.12'
N 51-45'17" W
C9
300.00'
71.44'
71.27'
N 41'54'23" W
C10
300.00'
45.22'
45.18'
N 30*41'27" W
C11
300.00'
45.53'
45.49'
N 22'12'26" W
C12
300.00'
47.07'
47.02'
N 13'11'22" W
C13
300.00'
50.62'
50.56'
N 03'45'57" W
C14
300.00'
1 23.36'
23.35'
1 N 03'12'05" E
KINGSBRIDGE
II FUTURE SECTION CURVE TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C1
50.00'
35.58'
34.83'
S 54'02'5'" E
C2
50.00'
38.30'
37.37'
N 46'40'24" W
C3
50.00'
47.57'
45.80'
S 84'07'31 " W
C4
50.00'
48.76'
46.85'
S 28'96'01 " W
C5
50.00'
61.28'
57.51'
S 34'06'44" E
C6
1 50.00'
37.32'
36.46'
N 89-23'52" E
C7
50.00'
34.22'
33.56'
S 87-37'28" W
STORMWATER BUA REALLOCATION NOTES:
1. THE PURPOSE OF THIS STORMWATER MANAGEMENT PERMIT MODIFICATION IS TO REALLOCATE BUILT UPON LOT AREAS. THE NCDENR
STORMWATER MANAGEMENT PERMIT NO. IS SW8 890414. IT APPEARS THIS PERMIT WAS ORIGINALLY ISSUED ON JUNE 19, 1989. THIS IS A LOW
DENSITY RESIDENTIAL SUBDIVISION.
2. ORIGINAL BUA FOR EACH OF 104 LOTS IS 2,500 SF, BUA ORIGINALLY ALLOCATED HAS BEEN EXCEEDED AT MANY OF THE INDIVIDUAL LOTS. THE
CURRENT LOT COUNT IS 92 NOT INCLUDING THE COMMON RECREATION AREA AND A LOT LABELED AS RESERVED BY OWNER AT THE END OF EAST
IVY BRIDGE DRIVE. THERE ARE 87 TOTAL LOTS IN SECTIONS 1-4 AND 5 TOTAL LOTS IN FUTURE SECTION. ALLOWABLE BUA FOR REALLOCATION
PURPOSES WAS CALCULATED USING 25% OF THE SITE AREA AS ALLOWED UNDER THE ORIGINAL PERMIT CONDITIONS.
3. REALLOCATED BUA IS NON -UNIFORM. A SEPARATE TABLE SHOWING NON -UNIFORM BUNS FOR LOTS IS SUBMITTED WITH STORMWATER
MANAGEMENT PLAN MODIFICATION APPLICATION. THE REALLOCATED BUNS SHALL BE RECORDED IN DEED RESTRICTIONS.
4. FOR THE PURPOSES OF THIS MODIFICATION, THE TOTAL SITE AREA IS 60.84 ACRES WHICH IS THE SAME AREA STATED IN THE ORIGINAL
STORMWATER MANAGEMENT PERMIT. SINCE ISSUANCE OF THE ORIGINAL PERMIT, ADDITIONAL AREA HAS BEEN DEEDED TO SOME OF THE OWNERS
IN KINGSBRIDGE II, THESE ADDITIONAL AREAS, FOR THE MOST PART, ARE COASTAL WETLANDS. THEREFORE THE ADDITION AND SUBTRACTION OF
THESE AREAS IS A NET OF ZERO AND THE OVERALL SITE AREA REMAINS 60.84 ACRES FOR CONSISTENCY. THE SECTION SHOWN AS FUTURE IS
APPROXIMATELY 7.42 ACRES AND IS INCLUDED IN THE ORIGINAL 60.84 ACRES PERMITTED. IT IS CURRENTLY UNDEVELOPED. THE REMAINING
SECTIONS OF KINGSBRIDGE II (SECTIONS 14) ARE PARTIALLY DEVELOPED.
5. THIS DRAWING REFLECTS THE MOST CURRENT SITE LAYOUT AS RECORDED IN ONSLOW COUNTY REGISTER OF DEEDS. IT IS NOT INTENDED FOR
SALES, CONVEYANCE OR RECORDATION. THIS IS NOT A SURVEY OF ANY KIND. APPROXIMATE OUTLET SWALE LOCATIONS WERE PROVIDE TO
STILLWATERENGINEERING BY OTHERS.
6. LOT BOUNDARIES, BEARINGS AND DISTANCES WERE DETERMINED FROM RECORDED PLATS THAT WERE AVAILABLE FROM ONSLOW COUNTY
REGISTER OF DEEDS AS OF THE TIME THIS DRAWING WAS PREPARED.
7. THE EXISTING AND FUTURE SITE LAYOUT INCLUDING LOTS, STREETS, RIGHT-OF-WAYS, ETC. IS SUBSTANTIALLY DIFFERENT THAN SHOWN ON
ORIGINAL PLANS WHICH WERE ON FILE AT NCDENR WIRO. STILLWATER ENGINEERING HAS MADE EVERY ATTEMPT TO SHOW THE MOST ACCURATE
AND CURRENT STREET AND LOT LAYOUTS. HOWEVER, IT SHOULD BE NOTED THAT SOME LOTS HAVE BEEN RECOMBINED RECENTLY AND IT IS
POSSIBLE THAT MORE LOTS WILL BE RECOMBINED IN THE NEAR FUTURE. THERE ARE SEVERAL REASONS FOR THIS INCLUDING OWNERS WITH
MULTIPLE LOTS AND A QUIT CLAIM DEED THAT ADDED AREA TO MULTIPLE LOTS.
8. STILLWATER ENGINEERING HAS PREPARED THIS DRAWING FOR THE PURPOSE OF BUA REALLOCATION ONLY, THERE HAS BEEN NO ATTEMPT
MADE BY STILLWATER ENGINEERING TO VERIFY THE EXISTING STORMWATER CONTROLS NOR HAS ANY ATTEMPT BEEN MADE TO MODIFY ANY
STORMWATER CONTROLS EXISTING OR PLANNED. THE CONTROL AND TREATMENT OF STORMWATER RUNOFF IS BEYOND THE SCOPE OF THESE
DRAWINGS.
9. THIS PROJECT DRAINS TO QUEEN CREEK SA;HQW WHICH IS PART OF THE WHITE OAK RIVER BASIN.
10, INDIVIDUAL OWNERS ARE RESPONSIBLE FOR COMPLYING WITH THE CONDITIONS OF PERMIT SW8 890414.
11. DEED RESTRICTIONS REFLECTING REALLOCATED BUA ARE BY OTHERS.
12. THE LOT IN SECTION 3 DESIGNATED AS RBO ON THE DRAWINGS CURRENTLY HAS A RESIDENTIAL DWELLING UNIT ON IT.
13. WETLANDS LINES ARE APPROXIMATE AND WERE TAKEN FROM EXISTING MAPS BY OTHERS.
I�r�7r�l•r\
OLOT
NUMBER
Ep
EDGE OF PAVEMENT
RW
RIGHT-OF-WAY
- --- -
WETLANDS LINE
WETLANDS
- ➢ - APPROX. LOCATION OF EXIST. OUTLET SWALES
==y SECTION 1 CAO
SECTION 2
SECTION 3
SECTION 4
0 SECTION 4A
'SCENE /
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PROJECT #
E-12-58
DATE
4-2-14
SCALE
SHOWN
DRAWN BY
N KS
SHEET
of 1

KINGSBRIDGE II
SITE LAYOUT FOR BUA REALLOCATION
SCALE: 1" =100'
SECTION 2
i
TION 2
SECTION 3
ON
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SECTION 4
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SITE
QUEENS HAVEN RD.
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Vicinity Map
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77
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: FUTURE : I 20``-
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SECTION 4 WOA 14AS
KINGSBRIDGE
II SECTION 2 CURVE DATA
CURVE
RADUS
ARC LENCQ
CHORD LEINGIH
CHORD WMNG
Cl
31737
211.08
2D723
i
S 39'463 W
C2
280m
6659
SE
N 01' 1 W
C3
2B0.00
1622E
I60.00
N 24'47 SS W
D4
280.00
I 150m
14521
N 56'44 N
C5
2BO.O0
Saw
1 8.00
N 775528 W
KINGSBRIDGE
II SECTION 3 CURVE DATA
CURVE
RADIUS
LAIC LENGTH
CHORD LENGTH
CHORD BFIRINO
Cl
25.
392
9
S 51'15 w
C2
340.
00.
60.24
S 21119 w
C3
21110.00
11.471
50.35
N 8 1 23 E
04
25,00
34.
31.44
N 22'4252 M
C5
34uao
44.
44.47
N 5r5544 W
CS
340.00
55.W
5C94
N 4F3243 W
C7
340.00
55.00
54,94
N 49163 W
CB
340.0E
SSOD
54.94
N 310031 W
D9
34000
SS00
34.94
N ZM"W W
C10
31D.00
SS00
54.94
N 12'2818 W
Cll
340.00
61.32
6124
N OT4014 W
0
J40m
17.23
1723
N G377 E
CIS
25m
39.27
JS.M
N 3T3531 W
C14
340m
71.63
71.50
S S74253 E
KINGSBRIDGE
II SECTION 4 CURVE
TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C7
25.00
18.71
18.27
N 03'4313 E
C2
50.00
115.94
91.56
S 48'4248 V
CT
50.00
35.47
34.73
N 4737 40 E
C4
25.00
18.69
18.26-
S 48'32 03 W
a
00
3.00
52.85
52SB
N 59'81 19 W
Ub
1 240.00'
159.45
155.54
N 4F5058 I/
C7
240.0E
134.9w
13321
N 104215 W
CB
300.00
32.14
3212
N 51'4517 W
C9
300.00
11.44
71.27
N 41'54 23 w
CIO
300.00
45.22
-,a
N "" 27 w
C11
300.00
45.53
45.49
N 712 6 W
22
C12
300.00
47.07
47.02
-N-1 X-1 1 2 W
C13
J00.00
I SD.6Z
50.56
N 05455 w
C14
300.00
23.38
23.35
N OS120.5 E
KINGSBRIDGE
II FUTURE SECTION CURVE
TABLE
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHOW BEARING
Cl
50m
35.58
3483
s s4'Oz51 E
C2
50.00
38.30
37J7
N 411`4024 W
C3
5om
47.5
45m
Sam 31 W
C4
30.00
48.76
46L•
S ZB'S6 1 W
CS
50m
61.2E
5751
S 34'0644 E
C6
50m
37.32
36.16
N 89'2352 E
C7
50m
34.22
33.58 1
S Br7 ze W
STORMWATER BUA REALLOCATION NOTES:
1. THE PURPOSE OF THIS SMRMWATER MANAGEMENT PERMIT MODIFICATION IS TO REALLOCATE BUILT UPON LOT AREAS, THE NCDENR
STORMWATER MANAGEMENT PERMIT NO. IS SW'3 89A14. IT APPEARS THIS PEW WAS ORIGINALLY ISSUED ON JUNE 19, 1989. THIS IS A LOW
DENSITY RESIDENTIAL SUSOME ON.
2.ORIGW8UA FOR EACH OF 1 D4 LOTS IS ZOO SF. SUA ORIGINALLY ALLOCATED HAS BEEN EXCEEDED AT MANY OF THE INDIVIDUAL LOTS. THE
CURRENT LOT COUNT IS 92 NOT INCLUDING THE COMMON RECREATION AREA AND A LOT LABELED AS RESERVED BY O MER AT THE END OF EAST
WY BRIDGE DRIVE. THERE ARE 87TOTAL LOTS IN SECTIONS 1.4 AND 5 TOTAL LOTS IN FUTURE SECTION ALLOWABLE BUA FOR REALLOCATION
PURPOSES WAS CALCULATED USING 25% OF THE SITE AREA AS ALLOWED UNDER THE ORIGINAL PERMIT CONDITIONS•
3. REALLOCATED BUAIS NONIUNIFORM. A SEPARATE TABLE SHOWING NCN{UNIFORM BUA S FOR LOTS IS SUBMITTED WITH STORMWATER
MANAGEMENT PLAN MODIFICATION APPLICATION, THE REALLOCATED BUA9 SHALL Be RECORDED N DEED RESTRIC-TICHS.
4- FOR THE PURPOSES OF THIS MODIFICATION, THE TOTAL SITE AREA IS 80& ACRES WHICH IS THE SAME AREA STATED N THE ORIGINAL
STORMWATER MANAGEMENT PERMT. SINCE MANDE OF THE ORIGINAL PERTBT, ADDITIONAL AREA HAS BEEN DEEDED TO SOME OF THE OWNERS
IN KNGSBRIDGE R THESE ADDITIONAL AREAS, FOR THE MOST PART, ARE COASTAL WETLANDS. THEREFORE THE ADORION AND SUBTRACTION OF
THESE AREAS IS ANET OF ZERO AND THE OVERALL SREAREA REM" 60.S4 ACRES FOR CONSISTENCY. THE SECTION SHOWN AS FUTURE IS
APPROAMATELY 7A2ACRES AND IS INCLUDED LATHE ORIGINAL 60.84 ACRES PERMITTED. IT IS CURRENTLY UNDEVELOPED. THEREMAINING
SECTIONS OF WNGSBRDGE I ISECTKM 1-0IPRE PARTIALLY DEVELOPED,
S' THIS DRAWNG RERECTS THE MOST CURRENT SITE UIYOUTAS RECORDED N DNSLOW COUNTY REGISTER OF DEEDS. IT IS NOT INTENDED FOR
SAES. CONVEYANCE OR RECOR➢ATON THIS IB NOTA SURVEY OF ANY KIND, APPROXIMATE OUTLET SWALE LOCATIONS WERE PROVIDE TO
STILLWATQMEN'NEERING BY OTHERS.
S LOT BOUNDARIES, BEARINGS AND DISTANCES WERE DETERNWNED FROM RECORDED PLATS THAT WERE AVAILABLE FROM ONSDW COLNTY
REGISTER OF OEM AS OF THE TIME THIS DRAWING WAS PREPARED.
T. TNiE EX 3111NG KID FUTURE SITE LAYOUT INCLUDING LOTS, STREETS, RIGHT.OF-WAYS, ETC. IS SUBSTANTWLLY DIFFERENT THAN SHOWN ON
ORIGNAL PLANS WHICH WERE ON FSEAT NCOENR WIND. STILLWATER ENGINEERING H S MADE EVERY ATTEMPT TO SHOW THE MOST ACCURATE
AND CURRENT STRffTA1D LOT LAYOUTS. HOMER, IT SHOULD BE NOTED THAT SOME LOTS HAVE BEEN RECOMBINED RECENTLY AND M M
POSSIBLE THAT MORE LOTS WILL BERECOMEINED N THE NEARFUTURE. THERE ARE SEVERAL REASONS FOR THIS INCLUDING OWNERS WITH
MULTIPLE LOTSANDAOUIT CLAM DEED THAT ADDED ARFATO MULTIPLE LOTS
S. STILLWATER ENGINEFAINGHAS PREPARED THIS DRAWING FOR THE PURPOSE OF BUA REALLOCATION ONLY, THERE HAS BEEN NO ATTEMPT
MADE BY STILLWATER ENGINEERING TO VERffY THE EXSTING STORMWATER CONTROLS NOR HAS ANY ATTEMPT BEEN MADE TO MODIFY ANY
STORMWATER DONIROLS EXISTING OR PLANNED. THE CONTROL AND TREATMENT OF STORNWATER RUNOFF IS BEYOND THE SCOPE OF THESE
DRAWINGS.
S. THIS PROJECT DRAMS TO QUEEN CREEKSA:HQW WHICH IS PART OF THE WHITE OAK RIVER BASIN.
10. NOWOUAL OWNERS ARE REW"SSUE FOR COMPLYING WITH THE CONDITIONS OF PERMIT SWB SWI4.
11. DEED RESTRICTIONS REFLECTING REALLOCATED BUA ARE BY OTHERS.
12. THE LOT IN SECTION 3 DESKNATEO AS RED ON THE DRAWINGS CURFR�%y IRIS A RESIDENTIAL DWE W NG UNIT ON IT.
13. WETLANDS LINES ARE APPROXIMATE AND WERE TAKEN FROM EMITTING MAPS BY OTHERS.
LEGEND
OLOT NUMBER
EP EDGE OF PAVEMENT
RW RIGHT-OF-WAY
- - - WETLANDS LINE
... WETLANDS
D-APPROX. LOCATDN OF EXIST. OUTLET SW'ALES
SECTION 1
SECTION 2
SECTION 3
SECTION 4
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PRDJECTW 6HEET
E-12-58
DATE
4-2-14
SCALE C-1
SHOWN
DRAWN BY �1
INKS
SCALE: I'm 10V