SW7070220_APPROVED PLANS_20070315

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
Sw :4y,&o
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

VICINITY MAP
NTS
SITE DATA:
I. OWNER/DEVELOPER:
3 N 1, INC.
301 S. ROAD STREET
ELIZABETH CITY, INC 27907
[phone]
2. TAX MAP M P123-42A, PIN N 8923 0470 7139 (ALL)
TAX MAP # P123-42B, PIN # 8922 0289 6908 (PORTION)
DB 897, PG 143
3. ZONED: R-15
4. TOTAL TRACT: 93.99 AC
TOTAL NUMBER OF LOTS: 155 LOTS
5. AREA DEDICATED TO RIGHT-OF-WAY: 13.68 AC
OPEN SPACE AREA: 13.73 AC
I OT AREA• 66 8 A
TOTAL 93.99 AC
6. TYPICAL BUILDING SETBACK
FRONT YARD = 35'
REAR YEAR = 25'
SIDE YARD = 10'
SIDE YARD (CORNER) = 20'
WHERE DRAINAGE EASEMENTS EXCEED TYPICAL SETBACKS,
THE SETBACKS HAVE BEEN INCREASED TO MATCH THE
DRAINAGE EASEMENTS
7. ._
PROPERTY LINES,
20' ALONG ALL RIGHT-OF-WAY & EXTERNAL
PROPERTY LINES
d1'.LINES ALONG, MAJOR DRAINAGE ROUTES
(AS SHOWN)
8. SMALLEST OVERALL LOT = 15,000 SF
9. LINEAR FOOTAGE OF PROPOSED STREETS:
SAILORS WAY 4,125.13 LF
GRANDVIEW DRIVE 3,720.00 LF
PLEASANT DRIVE 3,324.61 LF
YAWL STREET 2,514.22 LF
KEEL WAY 2.043.70 LF
JIB COURT 318.37 LF
KETCH STREET 541.71 LF
SCHOONER COURT 674.88 LF
TOTAL 18,262.62 LF
10. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT
PROPERTY LINES.
11. THIS SITE IS LOCATED IN FLOOD ZONE "X", & "SHADED X"
ACCORDING TO FEMA FLOOD MAP 3720890300J, &
3720891300J, DATED OCTOBER 5, 2004.
FLOODZONES ARE SCALED FROM F.I.R.M.
FLOODZONES ARE SUBJECT TO CHANGE
12. TOTAL OPEN SPACE REQUIRED:
155 X 3.2 (3 BEDROOMS) = 496.00 X 108.9 = 54,014.40 SF (1.24 AC)
OPEN SPACE PROVIDED: POND AREA - 11.57 AC
OPEN SPAC - 2,16 &
TOTAL 13.73 AC
OPEN SPACE FEES TO BE PAID IN LIEU OF DEDICATION
TAX VALUE X (AREA REQUIRED/TOTAL AREA OF DEVELOPMENT) = FEES TO BE PAID
S328,965.00 X (1.24 AC/93.99 AC) = S4,340.00
TAX VALUE WAS DERIVED USING THE TAX OFFICE VALUE OF S3500.00 PER ACRE
FOR UNDEVELOPED LAND. THIS WAS DONE BECAUSE WE ARE NOT INCLUDING THE
ENTIRE TRACT FOR PARCEL / 8922 0289 6908.
13. ,
14. DRAINAGE/UTILITY EASEMENTS SHALL REMAIN FREE OF SUBSTANTIAL
STRUCTURES AND THAT THE REPAIR TO ANY STRUCTURE OR LANDSCAPING
IN THE EASEMENT FOLLOWING ACCESS TO FACILITIES BY THE CITY SHALL
BE AT THE EXPENSE OF THE OWNER.
CONTENTS
C. COVER
1. PRELIMINARY PLAT 1 OF 2
2. PRELIMINARY PLAT 2 OF 2
3. STREETS, GRADING, AND DRAINAGE
SEDIMENT AND EROSION CONTROL 1 OF 3
4. STREETS, GRADING, AND DRAINAGE
SEDIMENT AND EROSION CONTROL 2 OF 3
5. STREETS, GRADING, AND DRAINAGE
SEDIMENT AND EROSION CONTROL 3 OF 3
6. PROPOSED WATERMAIN AND SANITARY SEWER
EXTENSION PLAN 1 OF 2
7. PROPOSED WATERMAIN AND SANITARY SEWER
EXTENSION PLAN 2 OF 2
8. STREET PROFILES 1 OF 2
9. STREET PROFILES 2 OF 2
10. DETAIL DRAWINGS
11. DETAIL DRAWINGS
12. DETAIL DRAWINGS
50'
1' 4' 1 4' 1 2' 1 28'
SIDEWALK I I CURB I PAVEMENT
CURB 4'
SIDEWALK 1
STREET TYPICAL SECTION
NTS
SURFACE: 2" TYPE SF 9.5A ASPHALT
BASE: 6" ABC STONE
COVER SHEET
FOR
MARINERS LANDING -PHASE III
CITY OF ELIZABETH CITY, PASQUOTANK COUNTY, NORTH CAROLINA
`a 42
44 22,153 SF 19,796 SF 241
18,394 SF 18,173 SF 4O
19,545 SF 01B,394 SF 20,874 SF 0
21,967 SF 36
22,364 SF
23,044 SF 34 0 23, 804 SF 24,112 SF
46 02 0 23, 719 SF
04
18,394 SF 17,192 SF 18,158 SF 16,521 SF ° $j
16, YAWL 517 SF O6 STREET-.50, RAW
4 16,384 SF 2
16,745 SF 15,425 SF 28 29
0 30
® O1 16,593 SF15JOO SF15,300 SF 3> Q
15, 300 SF 16,777 SF 15, 300 S 15, 300 S
26
co
49 00 Z 15,000 SF Q
15,300 SF 22
15,300 SF ti 1D 2© 18,851 SF
16, 851 SF 2
50 7E)99 21,475 SF
09 O8 4464 SF
CO
15, 300 SF 15, 300 SF 277 15,300 SF 15, 3®S ® Q 21
24
,` 198 25,433 SF 5,149 S 15, 000 SF
51 1
15, 300 SF 9,861 SF
15, 300 SF SCi /OO Z
NER COURT " 50 20
19 15,613
12 19 SF =
15, 573 SF F
25,679 SF 018 15,737 SF
74 �;.� "
97 18,252 SF 15, 300 SF 75 16 E) 17 803 SF
19,356 SF 17, 770 SF 17780 SF 178 17
15 687 SF
181 (8O 15,000 SF 20,257 SF
98 196 SAILOR'S WA y _ E) 19,769 SF 20,775 SF
15, 300 SF 50 y �� 23.1488 SF 179 176
17,156 SF 195 183 16,096 SF 20,115 SF
99 15,202 S 194 0 184 19, 871 SF
15,202 KEEL WAY- 50, R/fg1 0S
15,300 SF 15,202 SF 792 797 21,617 SF
15,202 S 190 189 188 18 186 185 20, 207 SF
100 15,202 SF 14 148
15,248 SF 15,974 SF 16,985 SF 20,805 SF 146 174
15, 300 SF 15 108 15,156 SF 16, 364 SF 18, 084 SF 17, 382 SF
11 15,404 SF 126 75,996 SF 20,122 SF
101 lOg KEEL WAY - 50' R/W 15143 SF 149 17
75,300 SF 10 725 0
15538 SF ,26,959 SF 110 145 15,460 SF
711 124 5,841 SF 79,929 SF
18004 SF 0 22, 800 SF
f02
0 0 17072 SF o 118 123 16,125 SF 150
17,462 SF 106 112 � 0 119 720 121 122 0 � 0 172
17207 SF 15 325 S 144 16,689 SF
10
35, 307
17, 722 SF 17F ,
19, 245 SF 1­, 722 SF 17, 722 SF 17, 722 SF 15, 574 SF " 20394 SF
CD
12 ® �QQ 17, 226 SF 151
0 171
143 15,363 SF
105 113 m 21,047 SF �� 20, 548 SF
39,651 SF 117
104 32,211 SF
17, 874 SF 22,135 SF
114
38,303 SF 116
/ 20, 723 SF
115
35, 037 SF
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
I HEREBY CERTIFY THAT THE CITY COUNCIL OF THE CITY OF ELIZABETH CITY APPROVED ON
THE DAY OF _ 20 ----- THE PRELIMINARY PLAT OF
SUBDIVISION AS SHOWN ON THIS PLAT. PRELIMINARY PLAT APPROVAL IS VAUD FOR A
PERIOD OF 12 MONTHS FROM THE ABOVE DATE OR AS ESTABLISHED UNDER THE VESTED
RIGHTS PROCEDURES, IF APPLICABLE.
PLANNING DIRECTOR DATE
CERTIFICATE OF SURVEY AND ACCURACY
__EDWARD T. HMAN, ✓R CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
RECORDED IN BOOK __ PAGE ) (OTHER); THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK
_ PAGE THAT THE RATIO OF PRECISION AS CALCULATED IS 1: _19,i 0+
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH BOARD RULES. WITNESS MY
ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS DAY OF
A.D., 20___
SEAL OR STAMP OF SURVEYOR
---_--------
SURVEYOR- SURVEY --
REGISTRATION NUMBER
Sp.
I
RZ� I R3S.
I 28'
j 50'
R/W
ASYMMETRIC
CUL-DE-SAC DETAIL
CARO
iL-2690
? _
1.
QIIT. HYIkAw,%%
EDWARD T. HYMAN. JR.
128
21,064 SF
129
17,028 SF
130
15,403 SF
QvQ 16, 371 SF 152 �\
170
05, 366 SF h�
J 21688 SF
7,433 SF 153 Q
� 15,456 SF 169
0��
O22,594 SF
0 19, 443 SF 154 tJ 0 l
140 �P 168
15,292 SF
236 SF 21,715 SF
731 139 N
5, 300 SF 15, 000 SF
132 138
5, 300 SF 15, 300 SF
13
13
15, 300 SF
15, 300 SF
134
136
15, 000 SF
75, 300 SF
135
231 SF
PLAN ENDORSEMENT
DRAINAGE
WATER
SEWER
E&S
155
16
15,027 SF
21,269 SF
156
166
15,056 SF
21,153 SF
15
165
16, 393 SF
20.1611 SF
158
164
15, 037 SF
20,442 SF
159
16
15 300 SF
DATE
DATE
20, 326 SF
162
28,707 SF
167
27, 370 SF
160
23,540 SF
"ANA-"I':NT
� N?o7fl�2o
LINE TABLE
LINE
LENGTH
BEARING
Li
30.01'
S 8747'29" E
L2
59,64'
S 61'54'22" W
L3
76.89'
S 59-07'45" W
L4
55.88'
S 55'76'06" W
L5
71.26'
S 73'09'01" W
L6
84.48'
S 63'59'54" W
L7
97.50'
S 46'11'25" W
L8
75.29'
S 89-56'53" W
L9
70.00'
N 78'09'53" W
L70
13.88'
S 43'S9'28" W
L71
14.28'
S 73'06'45" E
L12 1
12.31'
S 34'42'03" E
CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
ARC
CHORD BEARING
CHORD DISTANCE
Ci
4014*54"
775.00'
283.98'
544.41'
N73'29'35"E
533.29'
C2
86'25'00"
2&00'
23.48'
37,71'
S50'24'32"W
34.23'
C3
8415'39"
50.00'
45.23'
73.53'
N7639'50"W
67.08'
7L
25.0
' 18.93'
32.41'
S29'56'17"E
30.19'
C5
550.00'
43.41'
86.64'
N62'33'51"W
86.55'
C6
1
550.00
51.21
102.13'
N52'43'55"W
101.98'
C7
1
550.00
51.95
103.60'
N42'00'58"W
103.45'
550.00'
10.02
20.03'
N35'3436"W
20.03'
25.00'
22.78
36.95'
S7652'18"E
33.68'
CIO
2'18'32"
350,00'
7.05'
14.10'
N59'38'08'E
14.10'
C11
8237'15"
25.00'
21.97'
36.05'
N17'10'14"E
33.01'
C12
8520'44"
50.00'
46.09'
74.48'
SI 8'31'59"W
67.78'
C13
7'00'19"
400.00'
24.48'
.91'
N49'34'28"E
48. 7'
C14
7*42*47"
400.00
26.96'
53.85'
N56'56'00"E
53.81'
C15
0•
»
,
C16
454'47"
375.00'
16.09'
32.16'
S54'44'49"W
32.15'
C17
0'49'09"
375.00'
2.68'
5.36'
N52'42'00"E
5.36'
C18
13'49'41"
375.00'
45.47'
90.50'
N60'01' 5"E
90.29'
C79
10'51'42"
375.00'
35.65'
71.09'
N72'22'07"E
70.98'
C20
3'53'20"
375.00'
12.73'
25.45'
S75-51.18"W
25.45'
C21
13'47'03"
375.00'
45,33'
90.22'
567'01' 7"W
90.00,
C22
13'56'11
375..00'
45.83
91.21'
S53'0930"W
90.99'
C23
6'41'50"
400.00'
23.40
4636'
N4932'20"E
46.73'
C24
0'53'16"
3000'
2.32'
465'
N53-19'53"E
4.65'
C25
15'23'48"
300.00'
40.55'
N61-28.25"E
80.37'
16'41'43"
300,00'
44.02'
87.42'
N77'31'10"E
87.11'
C27
2'09'29"
300.00'
5.65,
11.30,
NS8'56'47"E
11.30'
C28
21'23'27"
250.00'
47.22'
93.33'
N77'19'48"E
92.79'
C29
.14
59.98
N594540E
59.84'
C30
4'10'24"
350.00'
12.75'
25.49'
N50'48'03"E
25.49'
C31
2'31'26"
350,00'
7.71'
15.42'
N47'27'08"E
15.42'
C32
8'44'32"
425,55'
32.53'
64.93'
S50'33'52"W
64.87'
C33
12'08'51"
425.30'
45.25'
90.17'
S61'01'25"W
90.00'
C34
10*42'00*
425.00'
39.80'
79.37'
S72'26'59"W
79.25'
C35
2'16'21"
325.00'
6.45'
12.89'
N76'39'48"E
12.89'
C36
16'2438"
325.00'
46.86'
93.09'
N67'19'18"E
92.77'
C37
6'49'33"
325.00'
19.38'
38.72'
N55'42'12"E
38.70'
C38
.4
"
102
,
4.
6 ,
C39
7'41'03"
425.00'
28.54'
57.00'
S5656'53'W
56.95'
C40
9
5.00'
27.44'
4t59'
N13'07'42"E
36.96'
C41
-02'15"
4,
'
N -
5'
C42
163436"
500.00'
72.84'
144.6
' N43'51'33"W
144.1 '
C43
11'53'28"
500.00'
52.07'
103.77'
N58'05'35"W
103.58'
C44
- 100-13'36"
25.00'
29.91'
43.73'
S65-50'53"W
38.37'
C45
2357'29"
250.00'
53.04'
104.54'
N2742'49"E
103.78'
C46
17'56'08"
250.00'
39.45'
78.26'
N48'3937"E
77.94'
C47
9-23'54"
250.00'
20.55'
41.01'
N62'1938"E
40.96'
C48
7.34'51"
350.00'
23.19'
46.31'
N70-49'01"E
46.27'
C49
1325'28"
350.00'
41.19'
82.01'
N8119'10"E
81.82'
C50
10'59'21"
350.00'
33.67'
67.13'
S86'28'25"E
67.03'
C51
18*14'54"
250.00'
40.15'
79.62'
S89'53'48"W
79,29'
C52
13'42'41"
250.00'
30.06'
59.83'
S73'55'01"W
59.68'
C53
622'05"
355,00'
19.75'
39.46'
N69'29'54"E
39.43'
C54
8*49*31"
355.00'
27.39'
54.68'
N77'05'42" E
54.63'
C55
10*37'20"
305.00'
28.35'
56.54'
N77'30'03"E
56.46'
C56
5'52'31"
305.00'
15.65'
31.28'
N69'15'07"E
31.26'
C57
12'19'50"
300.00;
32.41'
64.56'
S71'47'53"W
64.44'
C58
18'23'09"
3 00.00'
48.55'
96.27'
S87-09-22"W
95.86'
C59
2*40'19"
300.00'
7.00'
13.99'
N82'18'54"W
13 gg'
C60
5'2833"
300,00'
14.35'
28,67'
S83'43'01"E
28.66'
C61
26'31'07"
300.00'
70.69'
138.85'
N80'17'09"E
137.62'
C62
6'30'27"
200.00'
11.37'
22.72'
N6346'22"E
22.70'
C63
47-10'09"
200.00'
87.31'
164.65'
N3656'03"E
160.04'
C64
89'31'25"
25.00'
24.79'
39.06'
1431'24'43"W
35.21'
065
4-5937"
500.00'
21.80'
43.58'
N78'40'15"W
43.56'
C66
3'4730"
600.00'
19.86'
39.71'
S79'16'18"E
39.70'
C67
8'07'39"
600.00'
42.63'
85.11'
S7318'44"E
85.04'
C68
8'07'39"
600,00'
42.63'
85.1V
S65'11'05"E
85.04'
C69
8*07*39"
600.00'
42.63'
85.11'
S57'03'26"E
85.04'
C70
7*07*45"
600.00'
37.38'
74.66'
S4925'44-E
74.61'
C71
0'49'16"
250.00'
16.12'
32.25'
S4527'13"E
32.25'
C72
2-36'26"
250.00'
51.20'
102.39'
S43'44'22"E
102.38'
C73S41
"
,
C74
88'06'39"
25.00'
2419'
38.45'
N84'36'18"W 34.77'
C75
13'54'59"
150.00'
18.31'
36.43'
N58'17'52"E 36.34'
C76
10'45'05"
150.00'
14.12'
28.15'
N70'37'54"E 28.11'
C77
33'56'43"
50.00'
15.26'
29.62'
S8654'16"E 29.19'
C78
55*47'19"
50.01'
26.47'
48.69'
S42'02'08"E 46,79'
C79
55-47'13"
50.01'
26.47'
48.69'
S13-45.36"W 46.79'
C80
8725'37"
50.00'
47.81;
76.30'
S85'22'21"W 69,17'
C81
77'44'51"
25.00'
2 .15'
33.92'
S89'47'12" E 31.38'
C82
8922'13"
25.00'
24.73'
39.00'
N06'39'15"E 35.16'
C83
155'01"
250.00'
37.64'
75. 8'
S37'04'21"E 75.28'
C84
2-32'48"
250.00'
50.01'
100.01'
S3450'26"E 100.00,
CBS
2'38'44"
250.00'
51.96'
103.89'
532*14'40"E 103.89'
C91
2'3839"
250.00'
51.93'
703.84'
S29'35'58"E 103.83'
C92
0'26'11"
Z250.00'
8.57'
17.14'
S28'03'33'E 17.14'
C93
90100'00"
25.00'
25.00'
39.27'
N72'50'27"W 35.36'
094
48'11'23"
25.00'
11.18'
21.03'
S38'03'52"W 20.41'
E95
41-31'14"
50.01'
18.96'
36.24'
N34-43'52"E 35.45'
C96
55'47'13'
50.01'
26.47'
48.69'
N83'23'33"E 46.79'
C97
55'4730"
50.00'
26.47'
48.69'
S40'48'43"E 46.79'
C98
55'47'40"
50.00'
26.47'
48.69'
S7458'54"W 46.79'
C99
6728'12"
50.00'
33.39'
58.88'
S76'36'50"W 55.54'
C100
--di -01
48M7'23'
25.00
11.18'
21.03'
N86'15'14"E 20.41'
8828'01"
25.001
24.34'
38.60'
N175532"E 34.88'
C102
91'31'59"
25.00'
25.68'
39,94'
S72-04'28"E 35.83'
C103
10'17'21"
425.00'
38.26'
76,32'
S67'18'14"W 76.22'
C104
12-09'22"
425.00'
45.25'
90.17'
S78'3135"W 90.00'
C105
10'17'21"
595,00'
53.57'
106.85'
S67'18'14"W
106.71'
C106
12'09'22"
595.00'
63.36'
126.24'
S78'3135"W
126.00'
C107
12'09'22"
425.00'
45.25'
90.17'
N89'19'03"W
90.00'
C108
12'09'22"
425.00'
45.25'
90.17'
N77'09'42"W
90.00'
C109
12'09'22"
425.00'
45.25'
90.17'
N65'00'20"W
90.00'
C710
12'09'22"
425.00'
45.25'
90.17'
N52'50'58"W
90.00'
C711
12-09'22"
425.00;
45.25'
90.17'
N40'4137"W
90.00'
Cl 12
2'02'49"
425.00'
7.59'
15.18'
N33'35'32"W
15.18'
C113
12'09'22"
595.00'
63. 6'
126.24•
7 •09'42"W
126.00'
C114
12'09'22"
595,00'
63.36'
126.24'
N65'00'20"W
126.00'
C115
256'49"
475.00'
12.79'
24,43'
S34T)232"E
24.43'
C116
1T)6'56"
475.00'
4.62'
9.25'
S36'04'24"E
9.25'
C117
90'00'00"
25.00'
25.00'
39.27'
S81'37'52"E
35.36'
C118
91'03'20"
25.00'
25.46'
39.73'
N0853'48"E
35.68'
Cl 19
4'03'45"
525.00'
18.62'
37.22'
S34-36'00"E
37.22'
C120
90'00'00"
25.00'
25.00'
39.27'
N77'34'07"W
35.36'
C721
192532"
100.00'
17.12'
33.90'
S47'43'07"W
33.74'
C122
9622'43"
25.00'
27.95'
42.05'
S10'11'00"E
37.27'
C723
14'44'23"
475.06'
61.45'
122.21'
S65'44'33"E
12L88•
C124
48*11'23"
25.00'
11.18'
21.03'
N824734"E
20.41'
C125
96'36'37"
50.00'
56.13'
84.31'
N72'39'45"W
74,67'
C726
55'47'14"
50.01;
26.47'
48.69'
NO3'1230"E
46.79'
C127
5547'25"
50.00'
26.47'
48.69'
N59'00'14"E
46,79'
C128
68'1038"
50.00'
33.84'
59.50'
S59'00'41"E
56.05'
C129
48'11'23"
25.00'
11.18'
21.03'
N49'01'03"W
20.4l'
C130
1'38'30"
525.06'
7.52'
15.04'
S72'17'30"E
15.04'
C731
9'49'37"
525.06'
45.14'
90.06'
S6633'26"E
89.94'
C132
9.49'54"
525.06'
45.16'
90.10'
S5643'40"E
89,99•
C133
9'50'02"
525.06'
45.17'
90.12'
S46'53'42"E
90.01'
C134
722'13"
525.06'
33.82'
67.54'
S3817'34'E
67.50'
C135
48'I1'23"
25.00'
11.18'
21.03'
N58'47'45"W
20.41'
C136
705 ' 4"
50.00'
3 . 7'
1.8 '
47' 7'
57. 7'
C137
55*47'14"
50.01'
26.47'
48.69'
S15'5135"W
46.79'
C138
55'47'12"
50.01'
26.47'
48.69'
S71'39'15"W
46.79•
C139
55'47'26"
50.00'
26.47'
48.69'
N52'33'01"W
46.79'
C140
38'08'34"
50.00'
17.29'
33.29'
N05'34'57"W
32.67'
C741
48-11'23"
25.00'
11.18'
21.03'
S10'36'22"E
20.41'
C142
2'15'50"
475.06'
9.39'
18.77'
S35'44'14"E
18.77'
C143
844'47"
475.06'
36.33'
72.52'
S41'1433"E
72.45'
C144
9622'43"
25.00'
27.95'
42.05'
N86'11'42"E
37.27'
C145
1925'32"
150.00'
25.67'
50.86'
S47'43'07"W
50,61'
C146
90'00'00"
2 .00'
25.00'
39.277
N1225'53"E
35.36'
C147
3'13'26"
375.00'
10.55'
21AO'
N34'10'50"W
21.10'
C148
2174639"
375.00'
72.14'
142.53'
N46.40'53"W
141.68'
C749
21'46'24"
375.00'
72.12'
142.51'
N68'27'24"W
141.65'
C150
21'52'11"
375.00'
72.45'
143.14'
S89'43'18"W
142.27'
C151
163T40"
375.00'
54.80'
108.83'
570'28'23"W
108.45'
C152
88'28'01"
25.00'
24.34'
38.60'
S77'5532"W
34.88'
C153
823'35"
775.00'
56.87'
713.53'
S30'30'16"E
113.43'
C154
647'13"
750.00'
44.47'
88.84'
S29'42'05"E
88 79
C155
1'36'22"
750.00'
10.51'
21.02'
S33'53'52"E
C156
90'52'28"
725.00'
736.15' 1149.89'
S80'08'17"E
1033.010'
C157
7'1749"
699.98'
44.63'
89.15'
S3820'55"E
89,09'
C58
9'4430"
699.97
59.65'
119.01,
S4652'05"E
118.87'
C159
C760
9.4430"
699.98'
S9.65' 119.01'
S5636'34"E
118.87•
C161
9'44'29"
699.98'
59.65' 119.01'
S66'21'04"E
118.87'
C162
7'50'13"
699.98'
47.95'
95.74'
S75'08'25"E
95.67'
C163
10*54'12*
699.98'
66.81' 133.21'
S84'30'38"E
133.01'
18'30'21"
699.98'
114.04' 226.08'
N80'47'05"E
225.10'
C164
5'07'42"
699.98'
31.35'
62.65'
N68'58'04"E
62.63'
C165
14'0138"
699.98'
86.12' 171.37'
N5923'24"E
170.94'
C166
82335"
825.00'
60.53' 120.85'
S30'30'16"E
120•74•
C167
44'30'54"
775.00'
317.18' 602.12'
S565730'E
587.09'
C768
6-40'19"
800.00'
46.63'
93.16'
S38'02'13"E
93.10'
C769
725'44"
800.00'
51.94' 103.73'
S45'05'14"E
103.66'
C170
7'15'26"
800.00'
50.73' 101.33'
S5225'50"E
101.26'
C171
4"
600.00'
37.87'
7 9'
5 '4 '
7 '
C772
720'52"
800.00'
51.37' 102.59'
S65'09'13"E
102.52'
C173
6'05'26"
800.00'
42.56'
85.04'
S7152'22"E
85.00'
C174
5'0526" 800.00'
42.56'
85.04'
S77'57'48" E
85.00'
C175
95'34'13"
25.00'
27.56'
4t.70'
N5459'09'E
37.03'
C176
3'S6'18" 550.00'
18.91'
37.81'
N79'71'54"W
37.80'
C777
4'57'56" 550.00'
23.85' 47.66'
S78'41'05"E
47.65'
.-Cl 78
1317'08" 550.00'
64.05' 127.53'
S69'3333"E
127.25'
C179
11*14'09" 550.00'
54.10' 107.86'
S57'77'55"E
107.68'
C180
5'48'59" 550.00'
27.94' 55.83'
S48'46'21"E
55.81'
C781
219'58" 200.00'
44.79' 89.57'
S44'41'52"E
89.57'
C182
2'37'14" 200.00'
S0.32 100.62'
S42'13'16"E
100.61'
C183
C184
2'29'44" 200.00'
47.92' 95.82'
S3939'47"E
95.81'
224'55" 200.00'
46.38' 92.74'
S37'12'28"E
92.73'
C185
2'23'21" 200.00'
45.88' 91.74'
S34-48'20"E
91.73'
C186
224'40" 200.00'
46.30' 92.58'
S32'24'19"E
92.57'
C187
227'00" 200.00'
47.04' 94.07'
S29'58'29"E
94.07'
C188
O'S432" 200.00'
17.45' 34.90'
S28'17'43"E
34.90'
C189 90'00'00"
25.00'
25.00" 39.27'
S17'0933"W
35.36'
C790
9131'S9"
25,00'
25,68' 39,94'
N72'04'28"W
35.83'
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CUL-DE-SAC DETAIL
NTS
u

i 1 ASBURY LANE - R/W VARIES I ,
• /
Ec- Ex.Ee _
SERVER ELEC- EX. ELEC-�
WATER _ _ _ _ _ _EY. SEWER-- {X- yE� - EX. SE•wEiz N/F
_� X. WATER _ ._R-- -_ LW--EX.7• -WATE �vQR _ _ WINSLOW, JAMES H.
EX WATER EX. WATER E'a.4�. ATER---=-E7f�WgTER---- -
�, - EX.- WATER--t28�87•.._
S 39'0030" E D.0. 101, PG. 6
r 1p173' ZONED R-15 ' tjo
4t _ G1 30 WA
' _ _ % _ -7 j' _ 100.32-
10 SIDE (� �/ �O SETBACK ` % / WATER & SE�yE ` - -, - - _ _ - _ 91.15 1282.94 66 OPEN
6,1SPACE
78.01 AREA
VIVININI i MAP I TS OPEN SPACE/ \ \� 0 I� Ali �o/ O / _/ EASEMENT pe 1 - _ _ / r 1 r_-- s8.ag, 0.14 AC.
DETENTION POND #1 s \ 22,153SF o 7 ,l / /
SECTION 2 G\\ // \ \o I ml 19,796SF /� n/ / - / 7` - _ _ 28$ PACE
/ I I _ 98.10'
v1 AREA / \ \ � \•o N'm\ I ff Q /N n/ x'" ! - E 2%3 L _ I r _ - - _ � 94.96'
SITE DATA: HF), 536.10 SF / / \ Z\ 7B, J94 5F \ -o\ I I I z I 18,173 SF �, lin l - ZS 02'
r--__-
1. OWNER/DEVELOPER: I 1.98 AC. / / \ 'gym\� \\ \ - I I 1 / l Z 19,545 SF hN N _ I
SETBACK I -_ J I h
3 N 1, INC. / 4 \\$r.!\ 35' FRONT \� - - _ - J L - - I ® �Z 0/%.N e:1 �W 1'_ - _ _ J.
I
301 S. ROAD STREET / ® h N h o SIDE 1w
(TYP) _ _ - _ _ _ _ _ _ _ _ _ _ _ Jl / I 20,874 SF l2 I j1'� o1.--SETBACK _
ELIZABETH CITY, NC 27907 \\ 18,394 SF \\ \\ / - C111 _ - _ - - / / / / /� N (TW) Io of _ - "' _ �-
[phone] / 3 h N/ �Iw j,-
2. TAX MAP III P123-42A, PIN / 8923 0470 7139 (ALL) Z\ \ / - C11 0 i 1 - _ L - _ l / I / ® 12 I �LµN�'
TAX MAP / P123-428, PIN 8922 0289 6908 (PORTION) \ � \\ - 78.83, - _ _ - J ` / / 21,967 SF / / Q /,r, Ni I - "(� - �- _ _ _ _ _ _ 4 , N - - - - -
DB 897, PG 143 \ ,OSS?\ % p9 - - - -
3. ZONED: R 15 00. / g _ - \ 1 / I 1 uMi N N rn1 1,
O / 22,364 SF 1 Z n1 / o io
\ / N N p
\ 4 07" ry
4. TOTAL TRACT: 93.99 AC \/ / - 'G1 C1 48 C147 N 323 ly gg 82,1 _ ?0' UnV Eq J l 1 23,0®SF Z II © _ �I z , -
TOTAL NUMBER OF LOTS: 155 LOTS 00 - N I W 3
5. AREA DEDICATED TO RIGHT-OF-WAY: 13.73 AC �\ _ _ _ - - - - - - - - - _ 8087, S 3p34,07" f �� g9 MENT_ -` i / I I 23804 SF I
OPEN SPACE AREA: 13.73 AC 4' \ - - _
LOT AREA 66 58 A uo / 4, \ - _
TOTAL 93.99 AC I y / \ \ �S�\ ' . G\1`9 - ' - - - - - _ _ _ 3g .68 _ _ _ - -. _I - - - I 35' FRONT I 1 I 4SS' 24,112 SF I •T
6. TYPICAL BUILDING SETBACK o V° / \7�p 3Rx" - - / - - - r \ 20' U 97.16, 250.20' 78 _ _ _ J I SETBACK I / I I 237©SF
"' moo, - / / - l - ' nL1Ty EAs 2s' L (TYI! _ I I I I z z ti Q
FRONT YARD = 35' Z / \ \ O -/ / \\\\ Ig I - - _ EMENT 6 C1 i 1 - - _ - - -/ L _ - i 1 100'x100' SITE ,
REAR YEAR = 25' / �° / / - \ - _>21 7 5 - - - _ _ - - - _f TRIANGLE '�
89, 93' 3
SIDE YARD = 10' I / / / \in N\ I;, - l / \ _ r _ _ _ _ L - _ E r O
°' 98.40,
SIDE YARD (CORNER) = 20' 7$394 SF / \\� 18, 158 SF i/� I(h / - ^ry0 S 3 0 F N 3637'S2` - - Q
AI 04 / - - - 234 W 98.02'
WHERE DRAINAGE EASEMENTS EXCEED TYPICAL SETBACKS, 17, 192 SF \ 4\ I� I 16, 527 SF l+� p1 /3 / 10'x70' NCDOT , 66•52 10519' „1
THE SETBACKS HAVE BEEN INCREASED TO MATCH THE \
\ / y0 Z �\ \ / `^ ^ / Q / SITE TRIANGLE - _ 38.66' 381,2
DRAINAGE EASEMENTS. I n V / G, O• �\ / _ _ _
10' SIDE AS FOLLOWS:_ _ ciJg Ygl/y
7. DRAINAGE
EASEMENTS
LINES, / \ \ \N 1 3 p \ / ° \O� A4 SETBACK I \ I 125' REAR h I 16,517 SF / l'M o/ '2 ' - _ _ _ _ _ s.6e L STREW- _ q�� ?" s4.gg•
\.%(TYp) \-\ - _ 1 SHACK 1 �� / /'�-cov o1 O6' '� S 36'3T52" p 5p' i�sacJL 20' ALONG ALL RIGHT-OF-WAY &EXTERNAL -`
PROPERTY LINES
O /
30' ON PROPERTY LINES ALONG MAJOR DRAINAGE ROUTES
v
\ /
(AS SHOWN)
\ /
8.
SMALLEST OVERALL LOT = 15.000 SF
9.
LINEAR FOOTAGE OF PROPOSED STREETS:
SAILORS WAY 4,125.13 LF
\
GRANDVIEW DRIVE 3,720.00 LF
\
PLEASANT DRIVE 3.324.61 LF
\ \
YAWL STREET 2,514.22 LF
\
KEEL WAY 2,043.70 LF
/\ \
JIB COURT 318.37 LF
KETCH STREET 541.71 LF
MARINERS LANDING / \
SCHOONER COURT 67488 LF
PHASE 2 0 /
TOTAL 18,262.62 LF
ZONED R-15 /
10.
A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT
PROPERTY LINES.
�\
\ L
11.
THIS SITE IS LOCATED IN FLOOD ZONE "X", & "SHADED X"
\ \ \
FEMA &
\
\ N
37208911NG 300J,ODATED COBERA5, 2004.90300J,
r \ 2 SI
FLOODZONES ARE SCALED FROM F.I.R.M.
MARINERS LANDING / \ \ 1;pO
FLOODZONES ARE SUBJECT TO CHANGE
PHASE 2
12.
TOTAL OPEN SPACE REQUIRED:
ZONED R-15 �• /
155 X 3.2 (3 BEDROOMS) = 496.00 X 108.9 = 54,014.40 SF (1.24 AC)
OPEN SPACE PROVIDED: POND AREA - 11.57 AC
\ / 15, 300 SF
OPEN SPACE _ 2,116 K
\
TOTAL 13.73 AC
\
OPEN SPACE FEES TO BE PAID IN LIEU OF DEDICATION
\ \ \ \
\ 27-
TAX VALUE X (AREA REQUIRED/TOTAL AREA OF DEVELOPMENT) = FEES TO BE PAID
MARINERS LANDING l� \ \ >0,0' W
$328,965.00 X (1.24 AC/93.99 AC) = $4,340.00
PHASE 2
TAX VALUE WAS DERIVED USING THE TAX OFFICE VALUE OF $3500.00 PER ACRE
ZONED R-15 a /
FOR UNDEVELOPED LAND. THIS WAS DONE BECAUSE WE ARE NOT INCLUDING THE\
/
ENTIRE TRACT FOR PARCEL / 8922 0289 6908.
\ 15, 300 SF
13.
DETENTION PONDS TO BE AERATED.
\
\
14.
DRAINAGE/UTILITY EASEMENTS SHALL REMAIN FREE OF SUBSTANTIAL
NG
AND THAT THERACC OTO
NNOR
THE EASEMENT FOLLOWINGUCTURES
SS FACILITIES BYECITY SHAPLL
BE AT THE EXPENSE OF THE OWNER.
/ \ \>O �' W \ \ J
MARINERS LANDING p0
^�
PHASE 2 20' CORNER \ \
ZONED R-15 SETBACK/ ©5
\
/
\ / 15,300 SF
,
OPEN SPACE AREA/ r
\ a N 41214.00 SF ,
0.10 AC. /
\ n 26.1g,?8
20 �\
N Untl _ W /
11' 1
00 ,
c4 fME
F
INC.
o N 26 NT
7g?8"
°i l 19 \ \ �---�� g4.p ' 137,86•
- - ` \6, vuQ\ / / U.b, by /, PG. 143
6'
OPEN SPACE AREA
io 0
h W
143,>?'
\ \ C136 0
15,573SF l \ 12 - - - _ 35.51•
\•o ,y.\ /
- \ o_ ZONED R-15 '
\
3,645.50 SF
o.ofi AC.
\
C10ry / / \ - °I34
/ /l
C133 NT_ - / i1'\ / (RESIDUAL)
S
MARINERS LANDING 26yg28" \
20' CORNER 25,679 SF _ _ - _
SETBACK / N q / _ - - - - I - _
g / I w's \\ � /� \ 1 / - - - - - -
_
20• U I LI TY_ - 10' SIDE \ �\ \+ / ,`10 _ �
- - - - - - - - - - EASEh� ' � ,SETBACK \� �s\\ 15,737 SF \\ \\ / / G m ■ m
-
PHASE 2 ?°_VnV f 1qs
Ty
3� , N 263j, 170.0q / m rn �� w�� \ ^`� ry / 1 i3 / / _
' / 1 T -1
©
\ 1 (T�') 18 \ �.'w\ \ �/ � � 4
- - - - - --I F
_ 72•
og. m, h
\ I�
F \ \
ZONED R-15 _EASE,NfNT
'V 26y8.
W o. /^,\ ^6^/ of /3 35' FRONT)
\ /y / 18,252 SF `I� SETBACK I I
J4 1;, I
�\ /�
\ 0' 17, 803 SF
\ 5Y4355" E
I I \� \ / 100'x100' SITE
__
S 41'S1'39" E
\
no1
1 ( )
/ I 'l 151300 SF 'C ° 13 I
{Ilia 0 /
©
w\ 5
/
I \` \ \ / / TRIANGLE
I 'A 1 p
© \•. 133.50'
139.31'
1j0Og• o
1S6. Ci Sq - J/ / SETBACK 25' REAR I� 1 ''o/ to al
26' 1 79, 356 SF
u
16 Irn °'I II 17,780 SF \' N\ 25' REAR \ \i / \6\ G`yy
- �I I-
g\
- -
L - (T�) / l ly !lo ml
0Q C755 "� - _ / / m
I`� >I1 SETBACK
17, 770 SF C0 \ \ (TYR) i 29 I I
T\ 25' REAR
\
- m
41.54' / l
S 26*182g"
Im / g5\\
\ r S g8 /
`SEi'BACK
15,687 SF
/
\ i.� - - J / IN I
f l
I �I \ / / O) ! 1-l8' / / \ I 1
\ /
(TYP)
OPEN SPACE AREA r
MARINERS LANDING L 4,019.98 SF / b
, 1S C153 149.6q� 10. NON - - -- i I I
N 3sg• S 34.42, NGRESS J
/
OPEN SPACE AREA 1 I /
\
PHASE 2 \ 0.09 AC. °
100 26. -
0 3j2 03" E /EGRES L _
k' \ FER ��
', G\6 /
431722.42 SF
1.00 AC.
ZONED R-15 N 2� \ o,
r l
� \ _ -- - -
�� 90.00.
J L
I - - � / �\ I. I
L.
\�
\ S02>' \
\
l \ \ >O.Op• W \ J
\ N 3q- 316.73'
42.03" 35.55 _��
\ \ 2q?.57,
- - - - - - �'� 20' CORNER 79,769 SF I al
`3'
20, 775 SF
��
W 2,l �. 8> C166 W
20' CORNER �--
�159 G\�p -SETBACK \oo can1
✓' O� 182 0, u�\
\ 0 25' REAR r
98 \ \ \ '
/SETBACK O
W >
rn o SETBACK \ c� �OpI 3)6 C757
7
h y r 3'
\ \ SAI RS
/o
C756 / / 3�?, Z . \\ 35' FRONT
// m
o 23, 488 SF \ SETBACK I I
\ ,
\ l
W, \ S4. w /�,,��
3442'03'
/ O S (TYP)
,
(TYP) 15, 300 SF
E JQ /"�IA/
.a ._ �� 196 / 32. . y �r Yv
I\ 10' SIDE r \ ��4
1,5 < �� `>? S� \ - - -
G\ CORNER100'x100' SITE
�\
- _
MARINERS LANDING L \ / o
J,' \ N 34'4 '
1715s sF / `SETBACK / -5.4g 2p3• 316./
/ ` W --_>
o, (TYP) /
i \ SETBACK CK \Oi°,
/ -x. e TRIANGLE/ UTt Li TY EASE
\ \ _ _ _ 20.
- - -
PHASE 2 \ °
\ \�` / , o
ZONED R-15 N �'
M h/ / �_3'
N, 35' FRONT ,/o n / 845
195 /W I- -
i
\\ \\ Y• 6
C7
\ 27S027h \ /
170 W \ J ' a
SETBACK /� �/ _ lO NOH 377.45'
/
�(TYR) la l 15,202 SF l^ ( l r. T• - INGRESS Eno Z5.6a'
C167
1800
/ �\ \� \ Z\ .,. ..-,..._ ` r8
(TYR) C168
l 15, 300 SF - \ \ C170
/ > / /N C7 69 \ \ \ ti 21,617
L 10' SIDE / , N S.Op• _\J / 2 / 15,102 SF }/� Nl Iw l I I ---- _---, \ \ N\
MARINERS LANDING \ \ `SETBACK o `FL 2>'So?> l / ^ 1 182 IQ o I I I j - - - - - - 1 OPEN SPACE AREA I I \ 1 \ o
PHASREAR
ZONED R-15 /\ \ N 2,So / (TYP) / '� m " E� w/I W SS.SI' \ \ / / 2 I 15,202 SF /g I I !!! / 2 A�/. 13 \ l nil 191 1".,. I I I I 1 31,246.31 SF I I \ \� a'
\ \ 1, 2>" W\ \ J �' 0.51, Cis \ J / �N �I o MI Iw I I SETBACK o.71 AC. Z \ �\ 16 \ \
np I 1so I I (TYP) I I e l al Q m w \ SETBACK
\
l \ 0, p t„ �/ _ 1 1 15,202 SF I „, O 0 _ I w Z 186 \ \ \ %
\ 'W GA3 S 2,\~ CJ8> _ _ \ - / Iz 1 1%n 15,246 SF T o 189 to �l 18 I AI © IN of 17, 393 SF N.? 20,397 SF /
\ o / - J / 1 I I O ® } \'t o \ r(TYP) / C6
\ oc l �. -S 27" _ _ ` 1 Z m luo �I 16,364 SF to dl} 15,974 SF h cx l \`9- o,\ \ {I 4
l00 i 13. E 1 I I It I 15,15sSF 'N M 0o aI r \
l / r _ °51' -- I I° 0I to of I _
\ \ / 15,300 SF / '0 3 , / g _ - _ _ __ J I Iz fI lz I I �I I ml 10' SIDE
SETBACK
MARINERS LANDING W `\\\\_ / °oN to I/l 15,404 SF / 9? C91 20 UT1 Lf TYEASEMENT- L --1 L-
L------J mL------J L YR) ----, \ 20 USL\ REPSE N G, G66 ////
PHASE 2 /\\ N27017 \ l '2 ; 10'x70' NCDOT / - - - - - - - - _ _ _ - - / o
ZONED R-15 0 / \ \ \,\0p W \ \/ 'n "o , L \ SITE TRIANGLE / o /� \ \ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G6T `\
N o / \ \ o \ - C8 8
, N 2' S2>5 \ / o, n/ \\\ _ 5 1 6
/35 FRONT \2647.. E\ \ \ _j ro°l _ _ _ - C84 N 1 �- 1 .15 8 '/ / / \\ \ 75143 SF 1{
o Wr SETBACK ^I - G6 2. \ ,im
\ - -
\ / 5,J00 SF / W /l/(ram) - \ // 109 / _, Ca3 KEEL WAY - 50' R/W _
% g/I 18,961 SF / �35' FRONT - G6 - / \\s`��\\ iu�i
111 - - _ C S 45.51'51" E 189.15' 9 / /,S� . SETBACK / _ - _ '' K C73 - / \ 'z
N ) /3 / -� r - - - - C72 72.84' 105,25' 11. 6' C70 - _ _ - - \ N\
15,, 559 SF M o, l '\ / \ I5, 841 SF -'
(TYP O C71 / \ \
MARINERS LANDING \ \ 1,°00� W \ \l 4/ 2 \ \ / g �°/ I °/ /ro 1 I l - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PHASE 2 / \ \ \ \ s COD2,So\ \ / °o m/ lH / 110 IlN hl l3 1 10'x70' NCDOT r - - - - - _ _
/� I , F-------1 1-------- F---- \\ N 16, 125 SF ZONED R-15 ' oo ' / \ \ ? 2>" \ \ / L _ _ l f8, 004 SF l h I` SITE TRIANGLE i i - - - - - - ,I I SETBACK FRONT m,\
"' l J --- l l l y I O �h I I I I I I I I (TY1
Q --J l 17072SF 1� 111 N 13 I 13 I I �I 1 �I 1 12 N
118
/ 17,467 SF / 106 \ \ \- 113.>S• - - I I / 17,207 Sf , , 17,722 SF 'n N d
\ I I° i 1f9 I� I 20 Iaal 121 I- tI
o aD o 15,325 SF
- S 34' - _/ / �l r"� �l 17722 SF I I , j adl 17, 722 SF IN 401I 17, 722 SF 1=° m I I 15574 SF I
/ / r 0• , \ 4ig�E L. _ i ' �' i 1 ro d 7 d 1 IJ I
ff rn ro / / 0 27212sF -) 111.73• - -__- I 1 ai � r I� I< I��I I• I I'�I
L - - - - - J ' II / % - _ _ - S 3q. J - - 0 CORNER I rn 11.SET8ACK N I I f I I f I II 11
N 4T0Ti6" W ' / / - - 4T28" E 107.34' - - _' 1`7 w r-SETBACK I I 1 I 25' REAR 1
1 _ io , I I I 1 1 SETBACK I 1 1-- 156.59' , - - - () �(TYP)
r326.62• 10756' , NLo
34
17
MARINERS LANDIN / \\ G06 �- ---- S 6"E/ ° / ---_�
PHASE 2 / 25' REAR
\\ ` �> //-258 --__ J / /// - CDz 1Or ��„`a CAR01
ZONED R-15 / (TYP) 11 / G$ U
-7 •a ' ��,, •(N - //25' REAR y
SETBACK 39,651 SF 0 % •y
/ 35,307 / /� - - - N\ 10 / (TYP) SEALii -
32,211 SF / L-2690cp
_
N17874 SF \�-�4.\ '--\\� L------- �.^CRV..'�-NJ�.
g�.n,in�....
EDWARD T. HYMAN. JR,
/ - J Z_ -
53.) \
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N /F 2 \
---- W to
PASQUOTANK COUNTY N \
4 N 5SO 20 \
ta7.9o' 583 / 563
ZONED R-15 i
2O' TI Lt TY_EASEMENT -
i I
/-SETBACK
NER
�` 18,084 SF
O ` 15,996 SF II ml SETBDK
Ir(TYP)
,
c' 102.82'
102.82'
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M rrI 3 N 1, INC.
P ml o} D.B. 897, PG. 143I
a
-' s 3432pD" f ZONED R 1
N '• S 3q 32 00" E $o
y S 4157'39" E - 5
> yi S 52'43'55' E 139.31' !_ )23�y3, m ' f _ _ 277,77 RESIDUAL) 3
Ao 34 133.50' �' I -1 , m a I 228.p6• ro
E
1a R SITE �' - 1- n n I 1 z I m
Y DR 2�RNER P� Y Rq'C i i (TYP)
Im 'R m I 17
15,000 SF
10' SIDE \ � I 20,257 SF 30' REARSETB�
�SE B) CK \\� _ _ -y CAMA A BUFFER N
19,769 SF 1 It 20,775 Sr ( - _ ' ; _ S 34.32•00" E _ N
VICINITY MAP _K LA N 381 3' - ^ r _ `�
NTS .oACK ,O � I 'I 11 Hr .� 1
® \\ 35' FRONT I 1 0 ---__
23; 488 SF \ r^\ SETBACK -7
I I (ro W ( '
/ U
(_) --J I------_
` 1-. . - _ _ _ _ _ _ _ _ _ _ _ _ _ _ n ( 16, 09s SF ' / 'o ' l U I M h
/6, 10' SIDE �s ! �o ` 100'x1OO' SITE , \"-- :V `° / ^ " 20, f,5 SF a "�
17, 156 SF / SETBACK / -�. TRIANGLE i - n
,� �n Zp, jJTi LI TY EASE 20' CORNER O '� L W
v1/ O / / \ , i ` • i 6 C7 C8z _ - - SETBACK I
SACK FRONT //N _n /W / (' ' \ \ . t 146.9>' 1 J m ' % --� 34 32'00"
/ 1 \ Z 19, 871 SF . N 34�0, W Gg " M o�
15,202SF Ilo ( , I \ \ \d o\� ,. C4 wAY- I
15,202 sF to i 1 \ \_ s\
( j w - ( ( ) I I i I �\ \ \\ s\ 21;s© i / ' ca3 C42 KEEL �p
15,202 SF n NI Iw I I 1 _ -T \ \ ' \ \ n. _ TI L1 7Y EASEMENT _ - 4 S 73j2 ,N ,' / o0 0 20,207 SF
1 r� \ N ` \ \ 29'- - ----- oo-E o a
` (2 ( 1(N .n�/ 192 I o I I w I I I 1 ' ,.rtN SPACE AREA I I \ \ \� car` \ \ \ / / / e - - I r - - - - - - - 65 •� L
W 5S.51,` - _ �\ ( ( IZ ( 15,202 SF Io J 191 I`v . I I I I�REAR I I I \ Z \� o �'- -� �20' CORNER o 2 / _ S343200:E �( o
I i 31,246.31 SF __ n
13051.` ^f I v I o I I I SETBACK I 1 0.71 AC. 1 z I �\ 18 �\ 3E FRONT , \ ' ZI I rn I 3
C188 L I "' I 15,202 SF 11 `O 190 : I w z 18 \ \ \ SETBACK ! I I SETBACK % / >p• _
:'� �I IIn I: I (TYP) \4' o` 20, 397 SF \ (TYP) / / 20' CORNER
C7 - ` J I Iu1 ^I 75,248 SF rIi^ O \ © Im ^ h / ,
? 8> - - _ I I I III 01 15, 156 SF � I w n l o �'• 15, 974 SF � all \ r^ \ \ O ' 146 I� o n I f7,382 SF l '� % v
SO / u11 189 n ® 0 17, 393 SF o, \ i C64 SETBACK �' _
k5i
f L I Z rn 'o ro 16,364 SF IA of lo+
J 1 I \ G6 /\ O ooi aol 18.084 SF '+ O
L _ I IZ I �I \ \ \ \i ) 15,995 SF I .11 10' SIDE I I ( ' +n l 0, 122 SF l 3
6 - 1 _ _ _ J I I I I ml I 1�10' SIDE \ NS " , / o , I SETBACK
.. 9 - L -- -- - J I Z I I I I SETBACK \ \ - - - EpSE G1 G6a / ' , cgi' ' '''' (TYP) _' / N O
1 2 20 UT
LI TY EASEMENT - - - - L - - J - -J L - - - - - - J L (TYP) - - _ -. - .J �- _2p, UT�\_ �( / / / , , - J II- - - - - JI N 38.5 33 9- W
C91 i - - - - - - - - - - ---- _ _ / 10. o�--- (1- 16Z16� ' ,° ' �_ _ 34._--J/
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ G6� - ',G C' 102.82'221. g•
6 '� r 102.82' I
o C8 1 ' ' ^ \ 205.64_ - o \ SE REAR _ - _
p / \ - 5 N 1 1 .15 / / \ J,\ 15,143 SF '-, w S_50'18'26�E -1 qro I SETBACK
I a,nC0� ~y- 15,460 SF
SETBACK
84 35' FRONT 29 (TYP) s
35' FRONT
C83 KEEL WAY - 50'RM
10
i ,
,
J I
S 45'51'51" E 189.15' 3
SETBACK I
l a N/
0 ��
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SITE TRIANGLE
18,004 SF Iy
`In �I
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17072 SF IM m1
112 I N
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113.>5•
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17,207 SF
` - - S 34_'�7$�E
S 3q''4T28"
107.34'
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(
(
,
l i N 15,841 SF \ \ , , 432•o0" _ J , _ _ '
22,800 SF I / r- _ 1 w b1 s
I I3 I 0' 343 00"E _ I m
T FRONT
39,
35
r \ ' \ *
1. N SF \ A
SETBACK w,\ 16, 125
I () 2>7 S I y O 16,689 SF I N Z i 72 i 3
o g
kp' O 1g f 35' FRONT o'
NI� 15,325 SF \ �\ \\ \i �Oa' Ar t1/GE p¢�P AL,
y /' / \ "6� \ J I SETBACK 2 394 SF
In/ o L _ _ _ (TYP) , - 30' REAR ,o p
°F�53a.2 PG ro n 1 Q v ,� / N 37 20" W- _. JI V I ` S = CAMA BETBACUFFER I n p
-� \ �^ 6SF 17.22 29' r N
1 L- Sg'S6 N 2e `O : / \ 35 FRONT / - - - 172.40'_ '
�- -_ - - 54.20' gO�a / \9g.Sp4g `\\\\S�j SETBACK // / - 7 , Ir 22>.89'
1 S?2Sg 1 // ^O�o'o //,' ` 1 � 2
a M J
N 54,56'02 W � - - -_ _� / 2 / ' Qv ' / � \$ ?S" f � /// 15,363 SF
S 44'58'23" E - - 237.07'- 195.60' - -.n \ 21,047,9r / , , Ubo / ®34.32
D ^ , 1-------- - 10' SIDE / Op" _ rn
_ % 11 / U y N �`` SETBACK ' n 16, 371 SF , /'
/ 39, 651 SF �7 a , I / �� o+' \ ??� \ �(,�) / . 0 , / o�N 7g1�33' - , % ` - - S 3 0� f-
k
25' REAR00 d .. ... ... / \ 85O / / /32' SETBACK / 'y / �`78,>1• 1{"� / / ` 7
( (TYP) 19
22, >35 , 15,366 SF / ' , ' / 70 vni
/ (
� 21,064 SF 7 1 4 /
J ` / ^ /
/-- -- --- , \8Ss F\\ p
- ,^ N 48'11'58" W 35' FRONT// 2,688
SETBACK / Oa . ' \ na N
- - - - - - _ ,�+o \ / / N ??. �\ (�) / • ' 3432'0p'
4l ------ , ` U i S?4,\ S8%--_ 17 W _J . 44' W S.92' /
RS9 2 - \ `p / \16g 3g" f� / / rn0 / �44• \ \ / ryk0 g 11 17, 43J SF / •.°'� S 3
24327'
\ \ c7e / ah / 129 7 G / \ S\
4� \ 38,3035E / ns % ' a / \ °\ �!D ^ /'-__ '
/ Y^ L 17, 028 SF / ' F, ,9' / \ , 7Sa� / / 15, 456 SF / �'' v1 '� a ' -7 18
OUNTY = \\ / ---� < 2o,723sF / // o nk / s�o �� _ py O
\ / / \ \ / N \ 0 a ry9 / \' F \ / ro / Q 22 s4 SF
'v / 10' SIDE
a 7? / .,� k , ' " N 34: m , SETBACK
3 1y1 \ / \ / a6?s.� u \ \ 32 00- - y O h L _ - l (TYP) n^
Q (� / 17p W "'�
z \ / _
-15
25' REAR \�� ' / \ \ 19,443 SF \\ / /' ry J �' % S3g2 "E
2>SO \ \ ' .,,,• '1O/ O \ 0. SETBACK Oh'` , ' \ S\ %
031 SF \ v >, �S.\ 7 h' / / , ^ n. _ 'y'l•' ro0
/ £ ` 15, 403 Sc // i / / \��.9 °�,` / � / 154 / ' �? / 0•17
SIDE \ \ / / h O� / 15,292 SF
\ / / 715
SETBACK \ \ / / + U 16,23s SF
(TYP) \ \ / O^' ' \\ \\ \ // Oo N34'y
^^' / "OPEN SPACE/ a / >p\41, W -/ ' ' \ S'o \ \/ 5 ^�' 1>t7 W _ ' - -- J / C� \
DETE TION POND #2 // , h , / \ \,ss?'bo\ �e� _ `; _ a , /- - _ _ _ - S 34'32'Do ``��
Rro
EA / 131 ' / \ F \ / / �p5• ^ I 25' REAR / ,h 23' `"
/ 174,9 0.72 SF h \ SETBACK /
4.01 'AC. ` 1s,3oosF Wow ls000sF \\\ 512h A6 �/ I (TYP) Q �` UV i' `- h Q /
\ y / 6 N ry I y�, 76 7 �h v 16
15,027 SF z' / 21,269
\ / N 343z _ _ _ At
30' REAR J
S / 00" 1Y J N _ _^ SETBACK/ / ^
f- _ - �160.93'` o' S 34�5'39" E _ CAMA BUFFET h __
zo
'o
/ 15,300 SF / + "� ,o m ' U '
/ 15, -TOO SF I 156 I I , I 166 - % n
10' SIDE
\\\\2??s• / // / -1_5,05_6
7
SETBACK L I _ _I N
PELICAN POINTESITE DATA: �sa (TYP/ ,o L
ZONED: PUD-PDR
1. OWNER/DEVELOPER: ss o / \2s ty �1Z,, S 2 I 1
301 S. ROAD STREET 2 0' + u1 / 7> 8" / W S
3 N 1. INC. 66 \ O / ' W`�' ^ 3410 rn l N 3432'00" ` J ' 'O
°i / o Q+ 01>' ' o' oM "� ' _ 3q'76'49" I '0 0
(252) 3 5 4ELIZABETH 1520 NC 27907 \ / / % / �-' / \ E 15
2. TAX MAP # P123-42A, PIN # 8923 0470 7139 (ALL) 4, 15,300 SF
TAX MAP P123-42B, PIN # 8922 0289 6908 (PORTION) \ \ / i ,Nry o, \ 15300 SF / N ri I 15 I '
DB 897, PG 143 3R9R ' 0 W h / `SETBACOK / / o o I I�35' FRONT 20, 611 SF-
3. ZONED: R-15 ??5 / , p b0 •'D �(TYP) I n s= I \\SETBACK
wit I I
9• H \ + o ry ` y 16,393 SF I ' v ,
Cb
4. TOTAL TRACT: 93.99 AC hW / \ �/j3825" W \ / ' m h W + S ? '� / o z I I ' a a (TYP)
w o
TOTAL NUMBER OF LOTS: 155 LOTS ro // \ J ' 2 + /� 134j be / �' ./ (- I ' rn z
S. AREA DEDICATED TO RIGHT-OF-WAY: 13.68 AC / 134 \ o ' / \ � f \ �/ l N 40.44'42" W - I I S 3432 p I m
OPEN SPACE AREA: 13.73 AC °Y , _ 169.56' _
LOT AREA: 66.58 AC < \ 15,000 SF / 136 / I- - r u i I ?7.98= _ ' I 14
TOTAL 93.99 AC 35' FRONT /
6. TYPICAL BUILDING SETBACK \ SETBACK / , (o / 15, 300 SF
()
FRONT YARD = 35' / ' " i ` / 3 i 158 I I 64 I d"
REAR YEAR = 25' ?8' ' / - 20,442 SF .-
I> 13 , / o,p 15, 037 SF , ro n I
SIDE YARD = 10' 38 W \ S O ,h I 35' FRONT I , ,y iy '
SIDE YARD (CORNER) = 20' / 10 8 \ ^/ / �• ' //� \ ;; 41, \ l I SETBACK
WHERE DRAINAGE EASEMENTS EXCEED TYPICAL SETBACKS, / N Ol + 'O , �p6' f / / OPEN .SPACE/ L - �) �I ' ^ ^ -_ _ __ I I M
zo
THE SETBACKS HAVE BEEN INCREASED TO MATCH THE �C �677 j g O + / " DETENTI N POND #3 <., N 35'45'52-" W ---I S 3432'0 I d
DRAINAGE EASEMENTS. \ I f - _ 0' _
/ W / AREA M % - is7.os 3 1 ` _ _ -22 -
7. DRAINAGE EASEMENTS ARE AS FOLLOWS: 712.82 S
10' ALONG ALL INTERNAL PROPERTY LINES, \ >2 Gy"1 / 16,231 SF / / 145 F34 AC.
20' ALONG ALL RIGHT-OF-WAY & EXTERNAL / 6}.. , / ,o +o I ; ,M 'd j
PROPERTY LINES / MARINERS LANDING `� a / 15,300 SF ^ N N `° i 16 , a
30' ON PROPERTY LINES ALONG MAJOR DRAINAGE ROUTES
(AS SHOWN) / \ PHASE 1 o GOo ,' \ `\ I •o- y z i i 20,326 SF I b) �--- - - - - - - - - -
8. SMALLEST OVERALL LOT = 15,000 SF / \ ZONED R-15 s• 'V '8y 2gS\ \ / o \ ' I ' L _ \ I - u0i
/ \ MARINERS LANDING` / g'W '
9. LINEAR FOOTAGE OF PROPOSED STREETS: PHASE 1 / V _ N ?'jb45 1 / `� /_- - - S 3546 46 E - - - \ J
SAILORS WAY 4,125.13 LF / \ --
GRANDVIEW DRIVE 3,720.00 LF \
PLEASANT DRIVE 3,324.61 LF /� ZONED R-15 / I ?31.gi--- 12
^, YAWL STREET 2,514.22 LF
KEEL WAY 2,043.70 LF
JIB COURT 318.37 LFLn
/ \ \ / /
Q KETCH STREET 541.71 LF �VI ARINERS LANDING Y / J'- / `o
SCHOONER COURT 674.88 LF \ /\ \ l 162 / I
TOTAL 18,262.62 LF PHASE 1 \ / \ _
l 28,707 SF
ZONED R-15 / H m L I w \
o MARINERS LANDING 1s• �• m � N
10. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT \ / / PHASE 1
o PROPERTY LINES. 1y
IN \ �/ / 2� ZONED R-15
11. THIS SITE IS LOCATED IN FLOOD ZONE "X & "SHADED X"
ACCORDING TO FEMA FLOOD MAP 3720890300J, & \ / O` �'A/ \ / 4> GS'
c i 3720891300J, DATED OCTOBER 5, 2004.
FLOODZONES ARE SCALED FROM F.I.R.M. 3
FLOODZONES ARE SUBJECT TO CHANGE \ / �\ / O� v \
E 12. TOTAL OPEN SPACE REQUIRED: / Q.`v / 'l7 \ �0'� / q 'L
ppCJ O , ' 10' SIDE 161 1-1
/
155 X 3.2 (3 BEDROOMS) = 496.00 X 108.9 = 54,014.40 SF (1.24 AC) !(,T` "9 \ ,00" \ \ SETBACK O
/ \ 27, 370 SF
d OPEN SPACE PROVIDED: POND AREA - 11.57 AC / / \ / 2 ~ \
Q / \ �O �� \ O���(TYP)
Ch OPEN SPACE - 2,75 9Q /� �� '\'(
Ip TOTAL 13.73 AC / �� � \' EXISTING
OPEN SPACE FEES TO BE PAID IN LIEU OF DEDICATION / \ C% tSY��,9 \ / POND
TAX VALUE X (AREA REQUIRED/TOTAL AREA OF DEVELOPMENT) = FEES TO BE PAID / \ 'p\ / 2O / O O'`ry0 �/ \2\08.3*F\ \ / rye° a 10
ry s328,965.00 X (1.24 AC/93.99 AC) = $4,340.00 / 2 / ,< MARINERS LANDING m`b Iso \ \� / m
C TAX VALUE WAS DERIVED USING THE TAX OFFICE VALUE OF S3500.00 PER ACRE ,� F? • S O \ \ ^O
_m ,o`N CAl�O`''o \ / / PHASE 1 ess s�s4. �a \\ 23540 SF
FOR UNDEVELOPED LAND. THIS WAS DONE BECAUSE WE ARE NOT INCLUDING THE ` �i Y '94' \
N ENTIRE TRACT FOR PARCEL # 8922 0289 6908. ` O��' ESS(`'�/% ' \ ZONED R-15 / \ /
> 2 :'OF o'' it / S 7 .�
13. DETENTION PONDS TO BE AERATED. 'ate SEALV% _ / \ / s?34\
O� 14. DRAINAGE/UTILITY EASEMENTS SHALL REMAIN FREE OF SUBSTANTIAL - i L-2690%30' REAR
Ln STRUCTURES AND THAT THE REPAIR TO ANY STRUCTURE OR LANDSCAPING / \ �� SETBACK/ ^}• �� �'
IN THE EASEMENT FOLLOWING ACCESS TO FACILITIES BY THE CITY SHALL / OPEN SPACE AREA \ CAMA BUFFER a
�i BE AT THE EXPENSE OF THE OWNER.JQ:� / / 14,895.89 SF �,. \
„.... / GRAPHIC SCALE
THY�N;P�` MARINERSPHASEANDING �/ �;� MARINERS LANDING 4 j / 50", A`PVV/ eo o ao eo Zo
ce ZONED R-15
/ OQJ PHASE 1 P
dS EDWARD T. HYMAN. JR. / / ZONED R-15 0 ( IN FEET
/ / i inch = 60 ft.
>' N
vi
4 C73
O
Ni
C72
C71
72.84'
105.25'
1. 6'
C70
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15,574 SF
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17,722 SF
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17, 722 SF
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ASBURY LAN - /W VARIES
EX. INV. = 1.32
I. � ! N•M � r � \ 6
'
"
_
•\ --EXISTING GRAVEL DRIVE'-
-8----
-
TBM - EX. IRON ROD
s o Z - EXISTING PAVEMENT
0.497 SLOPE -� -
N /F
PERMIT
DRAWING
ONLY
WINSLOW, �AMES H.
D B 101 PG 6
DITCH INV. =Tao - � � NUT NELEASEU FUN UUNSTNUU I IUN DITCH HIGH POINT ZONED R-15
_ INV. = 7.25
DITCH NV. = 6.00. �_... -
0.517 SLOPE
r DITCH INV. = 6.00
'qp J II � \dpp-
830.517 SLOPE _� DITCH HIGH POINT CURB INLET #10
�,1j2 - - INV 700 STA. 41+20.05 SAILOR'S WAY
- :- - CL ELEV. - 8.92 STA. 41+25.13
VICINITY MAP SJ I \_ �'� _ 0 Q / EX INV - 5.32 05 q2 --- TC ELEV. = 8.93 CL ELEV. = 8.94
I ° SLOPE - :�= ..erg --- INV. = 5.90 BEGIN CURB
N V.- FL 36h / - - - n TC. ELEV. = 8.9°
^� - 22, 153 SF
19, 796 SF I 0.52% SLOPE - ' - - 05
Nrs EXISTING �� DETENTION POND\#1
S CTION 2 4 � '
POND �f 26,�5Z,5 SF 7539 SF / / 1�173 SF l ® I ' DITCH INV = 6.00 O a
o
® CURB INLET #7 CURB INLET #9 O /./ 19,545 SF
ISTA. 14+93.05 STA- 15+77.87 /�/ `a'
4 CL ELEV. = 8.44
CL ELEV. = 8.73
CURB INLET 6 TC ELEV- . 869 TC ELEV. = 8.40
I I , 18,394 SF INV. = 3.30 20, 874 SF
#INV. 3.45 I 4 I a STA. 13+23.39 - �
1I g
/ CL ELEV = 9.29 V
YAWL STREET II ' -91,967 SF Q
' TC ELEV. = 925
CURB INLET #5 / INV. = 3.75 "
15+00 7 �, CLAELEV. 50.00
9 09 YAWL STREET 22,364 SF
SITE DATA: STA. 12+38.41
CL ELEV. = 8.94 CURB INLET #15 ® % o
--/1- 00 TC REL VIGH 9.0N5T KETCH STREET
1. OWNER/DEVELOPER: II I� /W IN SWA�� NVELE 3.40 8.90 I 8 1 + 0.36y - I I' CL ELEV. 19. 8.39 INC. ! 0, 62 _ , S[ STA. 5+41.71
TC ELEV. = 8.35 o
ELI B ROAD STREET I E_X. INV. = 253 / h/ 7 0 CL ELEV. = 8.84 I' INV. = 2.80 23, 044 SF ® o
ELIZABETH CITY, NC 27907
f I�` p0 _ STA815+69.9 ^° O- 7q SL 4 _ rn CURB INLET #1 ;
STA. 20+73.26
[phone] 23,804 SF
r
2. TRACT IS ZONED: R-15 I I \ / C ELEV. = 8.40 + / - 1 00 0,42q SLOP .} CL ELEV. = 8.8 ©3 10
fC 5 h � o TC ELEV. = 8.87 24, 112 SF
3. TOTAL TRACT: 93.99 AC ' I 1' I YAWL STREET / INV. = 5.80 O,S09, SLOP E n 7 INV. = 3.70 23,719 SF
TOTAL NUMBER OF LOTS: 155 LOTS x, STA. 13+23.28 / f .: +00 �. o U
J I X YAWL STREET _ \S'
,/ CL ELEV. = 9.29 / `` _a. a STA. 21+80.79
4. TOTAL AREA IN RIGHT OF -WAY: 13.68 AC I _ CURB HIGH POINT CURB INLET #17 15 /CID
TC ELEV. = 9.25 Ex. INV. = a.77 14 20+p00.•35% ELEV.= �
5. TOTAL OPEN SPACE: 13.73 AC I --� O pp'�� EX. INV. = 4.87 ' CLAELEV19=48.55 - o ig 0.34%S °SLOE OC RBEV. 902NT \ p
6. TOTAL IMPERVIOUS AREA: 41.18 AC 1Q394 ,SF 18,158 SF TC ELEV. = 8.35 0 LOPE 21+0C CURB INLET #13
f STA. 24+91.99
I' ' /o ® I INV = 2.60 '` 22+0 __ \ CL ELEV. - 89 0 - CURB INLET 34
STA. 38+90.34
PERCENT IMPERVIOUS: 43.81% I 17192-SF 4 16,521 SF CURB INLET #10 TC ELEV. = 8,15 rn CL ELEV. = 8.19
• w 1 0.2 g OP INV. - 4 35 n " " TC ELEV. = 8.15
8. SMALLEST OVERALL LOT = 15,000 SF7. TOTAL DISTURBED AREA: 44.24 AC 7 CIL ELEV. 19- 8.55 " "`�+- STREET _ +o� E - _ • INV. 5.55
TC ELEV. = 8.35 `spa 1 24+00
9. LINEAR FOOTAGE OF PROPOSED STREETS: ' I C: I CURB INLET #4 I / �ro 16, 517 SF ® w 92, R
I O INV. = 2.70
/ /Q 16,384 SF J -� \ 25+ A2
1 � � I STA. 11+12.93 3 / 12 SAILOR'S WAY
SAILORS WAY 4,125.13 LF CL ELEV. = 8.44 00 1 / ti w STA. 38+49.08
PLEASANT
DRIVE 3,324.61
LF �': w TC ELEV. 8.40 ^ ,� /tu O ____ YAWL STREET
PLEASANT DRIVE 2,514.2 LF p n. INV- = 4.10 -
YAWL STREET 2,514.22 LF \ p i
KEEL WAY 2,043.70 LF © o N 1---- �� STA. STREET
JIB COURT 318,37 LF '• 1 _ - /
KETCH STREET 541.71 LF o \� - 0 16745 SF I,.� - ' - - CURB INLET #19 + 15, 425 SF ?® II CL ELEV. = 8.31
SCHOONER COURT 674.88 LF \ ", ra ¢w CURB INLET #3 STA. 3+46.77 o f CURB INLET #12 O PT
o I o CL ELEV. - 8.91 CURB INLET #18 EX. INV. = 5.70 \ 0 38+71 g
TOTAL 18,262.62 LF '� \ \ A STA. 11+12.93
STA. 3+46.71 16,593 SF STA. 24+91.99 .L. 8
�i TC ELV. = 8.87
2.72 ^� CL ELEV. = 8.44 \ ��� INV. = 2.30 L ELEV - 891 CL ELEV. = 8,19
\ TC ELEV. = 8.40 /� _� - T,p32oa C o \ TC ELEV. = 8.15
10, A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT ` S' ! ' IN ELEV- = 8.87 J5,300 SF -
a o NV. 5.50 / "x oa" - IL; = 4.90 J 3/ INV. - 4.45
\�� . 18 15. 0 SF 4
PROPERTY LINES. V � � 19 .� SWALE INV- - 5.00 © � O MARINERS LANDING
- ro 15,300 SF 3
11. THIS SITE G LOCATED IN FLOOD ZONE "X", & "SHADED X" PHASE 2 ! / / / /'v ) /l l Oaa ��' _ �-� I'
c, 15,3 0 SF rn
ACCORDING J, FEMADATED
FLOOD MAP 3 0 0890300J, & )/$ N
372089ONES DATED LEDOCTFROBERM
5, 2004. '' \ ZONED R-15 / / PC a 9+ 85 777 SF \ / O ��_ - -o
FLOODZONES ARE SCALED FROM CHANGE
/ : � g6 / o _
FLOODZONES ARE SUBJECT TO CHANGE \ - / / JI
YAWL STREET
12. ALL RUNOFF FROM IMPERVIOUS AREAS MUST BE DIREDETENTION POND1
A0#CTED \ \ 11 15,300 SF STA. 10 0.50 r / /
TO THE ROAD. GUTTERS AND DOWNSPOUTS SHALL BE USED \ / °- CL ELEV. = 8-79 ( SECTION 1 _
WHERE NECESSARY. \ SWALE INV. = 6.50 - CURB HIGH POINT EX. INV. - 4.91 I 63,120.63 SF
\ TC ELEV. = 8.75 15, 000 SF 0'37q SLOPE 13. ELEVATIONS TIED TO NAVD 88. / O - - /
MARINERS LANDING \
PHASE 2 !/ - SWALE INV. _ -60 p ��' - / KETCH STREET I _� - • - - .
may..
ZONED R-15 ' / 0 � . /Cl_ STA. 2+75.38
11 I CURB INLET #2 +� �/ i' �G CURBCIL�HIGH POINT
11 �SF T- ELEV. - 8.15
4 STA. 8+93.02 -. „1 ,300 SF
\ CL ELEV. = 8.19 �'� / � ' - TC ELEV. = 9.10 18,851 SF I ", BEGIN SWALE
/ 1.. .
\ \ 15, INV. 4.45 w STA 8+88.01 m ^
l j
ELEV = 8.19 2 \ / // - /14,464 SF o0
TC EL
EV. EX-
INV. - 5.55 0
p\/ SWALE INV. = 6.20 CURB INLET #29 16,851 SF STA06+74.gg URT ho �/
MARINERS LANDING ¢w LCl STA. 1+93.35 SAILOR'S WAY PHASE 2 o o x / >0 TC ELEV. = 8.85
,n /� W CUL-DE-SAC
• CL ELEV. = 9.16 ' CL ELEV. = 9.04
- 99 2f,475 INV. = 3.85 ,� � STA. 35+50.00
ZONED R-15 - / "> 5 o V . •w 09 CURB HIGH POINT
15,30 oo 1500 SF 'Q 15, 300 SFI O® n PTl 4897 # TC ELEV=905 ��
+� o o f+ CURB INLET 21 CURB HIGH POINT
\ / ��� 0 STA- 5+83.91 p0a \� / _ TC ELEV. = 9.00
15,300 SF 0 11 CURB INLET #25 a4 ® v pP 6
CL
\ I 15, 149 SF M 1+06.59SX-
\ YAWL STREET • o STA. ELEV.
= 2 rX an PC
/ Eh. IN T 25, 433 SF CL ELEV- = 8.54 / 0• /
V = 3.Q� - STA. ELEV.
= 8
iC ELEV.: 8.50 EX lNV. - 6.53 o" 15,OA9
CL ELEV. = 8.64 INV. = 4.80 - o : � a� X 20 �p�. T" 9861 SF
CURB HIGH POINT CURB INLET #28 -� 0 _
MARINERS LANDING//� (/ TC ELEV. = 8.60 / SCHOONER COURT / SCHOONER COURT m
STA. / 1 /
OO 8 STA. 0+00.00 STA. 1+75.61 0 .
PHASE 2 ' CUL-DE-SAC 0.31% / CL ELEV. = 8.89 CL ELEV. _ $.50 CURB INLET #23
sr 1'i TC ELV. = 8.30 STA. SV
ZONED R-15 / BEGIN SWALE 51 15 + INV. = 4.15 CL ELEV. 8.50 'h #
CL ELEV. = 9.07 CURS HIGH POINT m \ p pk CURB INLET 20
INV. = 7.50 / CURB HIGH POINT 'TC ELEV. = 5.85 O STA. 5+83.91
J6 I / p c� / TC ELEV. = 8.90 0+ /// TC ELEV. = 8.30 p0 CL ELEV-
% p0 �\ / 15,300 S w+ gw / O4.60 5k TO ELEV.
60 LF 18" CMP TEMPORARY GRAVEL
EX. INV. 4. 55 24 1+ ' 0- ./j 3 OPE . o
5.45 CONSTRUCTION ENTRANCE k { SC�oo j+�'((�� 2g ? %SL 2 I xo N/F
1>+ - SEE DETAIL) / w 37R 17.'3E'VVV ° O O SLp,.- STA�4+7R.930URT
1 QO INV. OUT = 5.35 ( - # \ D a +00 g0:39q PE- TCRELVGH 9�05 J5,61SF /� 3 N 1, INC.
CURB IN #31 /(/ CURB INLET 30 / 3+00 0 CL ELEV. - 9.09 / �/ D,B. 897, PG. 143 /
SAILOR'S WAY / STA. 5+91.66 1l STA. 5+91.66 19 P f CURB INLET #49 OQ� /f ZONED R-15 '
STA. 17+58-94 1 CL ELEV. = 8.35 CL ELEV. = 8.15 CURB INLET 24 STA. 32+59.41
CL ELEV. = 8.84 BOp TC ELEV. = 8.15 . TC ELEV. = 8.15 # 19 °j
155731 12 STA 0+6822 CURB INLET #22 ® CL ELEV. = 8.14 °I• Q�" (RESIDUAL)
11
INV. = 4.45 INV. = 5.55 STA. 4+71-93 TC ELV. = 8.10 ^��' O
CURB HIGH POINT 43gy � / CL ELEV. = 8.54 �. 15, 737 SF O9�' (n N 40 LF 18" I
TC ELEV. = 8.80 S<OP / 25,s79 SF o TC ELEV. = 8.50 CURB INLET 27 CL ELEV. _ $.89 INV. = 4.40 �, / 2 �= INV. IN = E
i / P SAILOR'S WAY w # # TC ELEV. = 8.85 / xp0 O,yO m m INY. OUT =
O( o BEGIN SWALE / �/, INV. = 6.05 CURB INLET 26 STA. 3+21.32 INV. = 4.75
MARINERS LANDING 353, S OP lg+Op YAWL iSTREET2 INV. = 7.00 STA. 2+14,20 CL ELEV. = 8.34 y^� 1
w CL ELEV. = 8.74 TC ELEV. = 8.30 SCHOONER COURT 18 l
PHASE 2 60 LF 24 CMPy STA. 5+69.39 /( m l ©j INV. = 5.70 STA. 3+45.49 W�
INV. IN = 3.00 31 3 CL ELV. = 8.35 o SAILOR'S WAY TC ELEV. = 8.70 SAILORS
n ��� INV. = 4.55 KETCH'S STREET 1,7,'803 SF STA. 32+38.23 CURB INLET #48 _
ZONED R-15 INV. OUT = 3.00 % STA. 22+26.01 . .
a 2 e 18,252 SF I 14 - STA. 0+00.00 48 .STA.
� 0+ . CL ELEV. = 8.94 © STORM MANHOLE #50 PLEASANT DRIVE x ♦ CL ELEV. = 8.14 pFF
i BEGIN SWALE 00 1 + CURB HIGH POINT �// Q CL ELEV. = 8"45 Q STA. 31+09.30-29.19L STA. 33+24.61 _ 0.30%�
N F \ ' °' w INV. = 7.50 - l I5, 300 SF _ r TC ELEV. = 8.10
STA. 5+27.08 32 / 2 S( _ y h' / /a 16 17,,780 SF INV. = 4.15 pp /
/ \ / p CURB INLET #33 0,3 `�' TC ELEV. = 8.90 I RIM - 8.85 CL ELEV. = 8.34 •°i INV. = 5.40 SWALE INV. = 6.2
3 N 1, INC. \ :� oP wl 19,356 SF x
CL ELEV. = 5-19 �� 77,770 SF qg
DB 875 PG 907 \ // 87 TC ELEV. - 8.15 0.3p +Op / / / SAILOR'S WAY
\ /o INV. = 4.35 CURB INLET #32 S/OPe - II EX. INV. = 4.87 STA. 31+09.56
CL ELEV. = 8.59
75,687 SF ?
/ o STA. 5+27.08 a- / / / CURB HIGH
MARINERS LANDING /// w TC EELEV. = 8.15 / 2 +0D o / CURB INLET #52 / TC ELEV. = 8.55 d BEGIN SWALE 0&PHASE 2 ti INV. = 5.55 STA. 24+83.07 0 CURB INLET #54 O i k CURB INLET #47 \ 2a775 SF
� CL ELEV. = 8.14 � STA. 29+59.16 50 '� � STA. 79,769 SF
ZONED R-15 p o
YAWL STREET "'� 0 3t00 p,32 TC ELEV. = 8.10 + CL ELEV. = 8.14 OpF. CL ELEV. = 8.14 O /
STA. 4+44.01 o ro / SLOPE INV. = 4.30 N SAILOR'S WAY STORM MANHOLE #53 TC ELEV. = 8.10 N% 51- TC ELEV. = 8.10 `S 82
CL ELEV. = 8.49 y1A o / 24+0 s STA. 27+21.11 STA. 27+18.72-27.50E
\ / / CURB HIGH POINT " _ 0,31q, SLOP /1 I O - ) CL ELEV. 8.89 RIM = 9AO O �/ OP - ! A� 2$488 SF
\ TC ELEV. = 8.45 E `' OAIL, Jrp 5 O ° 4 52 CURB HIGH POINT INV. = 3.95 53 p � A
/
pR S wqy_ , 25+00 / TC ELEV. = 8.85 / PLEASANT DRIVE SIOA OS�
` ��II" �Ij / STA 31+5486 F -
15, 300 SF 196 - - _....
j + `,� . 9+0)� 54.. CL ELEV. 8.fi9
SWALE INV. - 6.$5 39
CURB INLET 6 a- 17, 156 SF / 0 32% SLOPE 2 1 CURB HIGH POINT
MARINERS LANDING / 1i3 00 0 / �' ® �� 4 CURB INLET 59
27+00 28+DO TC ELEV. = 8.65 # /
PHASE 2 L NLV ELEV4.00819 STA. 0+4325 I / g P 7 _ I CURB INLET1 O 7$ STA. ELEV.
= 8,
// _e./ EX. INV. = 4.61
ZONED R-15 / / - O A° / 195 / I l CURB INLET #51 ' STA. ELEV.
= 76 18 �s S! CL ELEV. = 8.35 E -
/ % TC ELEV. - $.15 ,o CURB INLET #38 STA. 24+83,07 I ,-- CL ELEV. = 8.14 / $ \ q IN ELEV. = 8.35 0;31 �y 1 +00
TC ELEV. - 8.10 , SF CURB INLET S INV. = 5.75 i---
o 0 15,202 SF CL ELEV.=8.14 - � �� � - � ��-� �0 !O
-
j 19,877
INV. 3.50 STA. :o O
/ 194 TC ELEV. = 8.10 / r�, CL ELEV. = 8.39 k •'�' 1 SLOPE
\ _TC ELEV. _ $.15 1 �0.359. �
PROPERTY LNE ! " / INV. = 3.90 # 15,202 SF I / I / 1B-f
FILL EXISTINGCURB INLET 39 INV. - 4.40
DITCH ' gg YEWL STREET / STA. 0+43.25 © / % / NV ELEV. 75 8.35 "/ KEEL WAY
STA. 3+18.99 36 ,� CL ELEV. = 8.99 19 I /
15, 300 SF KEEL WAY 0 0 _ / o TC ELEV. = 8.95 21, 617 SF
KEEL WAY STA. 17+85.74
STA. 0+00.00 ro INV. = 3.60 15,202 9- // ' STA: 15+15.45 + p CL ELEV. = 9,19
CL ELEV. = 8.32 37 192 0 l/ PLEASANT DRIVE X o CURB INLET #61 CURB HIGH POINT
MARINERS LANDING oo %�I- I7 / KEEL WAY \ / / STA. 30+41.07 60 STA. TC ELEV. = 9.15
+� STA. 2+42.56 15,202 SF " ,�//� CL ELEV. = 8.90 CL ELEV. = 8.39
PHASE 2 / 'O U / 191 4 55 SO TC ELEV- = 8.35
ZONED R-15 \I 5 ,f ��� ¢ CL ELEV. = 9.19 79O w / 6 ,l,'9J�1•� 1 p INV. = 5.75
/� p j CURB HIGH POINT 15,202 SF / O 0 18 p
YAWL STREET to 'VVI/'�O CURB INLET #41 / o © 20, 97 SF
\ STA. 2+27.46 ¢ 46q, TC ELEV. = 9.15 STA. 3+58.27 5,248 SF 89 188 4
/ o CURB INLET #37 SL�. CL ELEV. = 8.84 KEEL WAY �l O 15,974 Sf" 17393 O .�
\ CL ELEV. = 8.54 H STA. 2+75.74 Z STA 4+73.28 S ,1/ 16,364 SF x ua ,+ 146
\ CURB HIGH POINT O TC ELEV. = 8.80 KEEL WAY U 5,156 SF �. CURB INLET 2 �' oq 1 084 5F
A CL ELEV. = 8.19 / CL ELEV. = 9.19 / STA. 6+25.67 ~ ' _
1J TC ELEV = 8.50 TC ELEV. = 8.75
/ INV. = 3.35 CURB HIGH POINT ,98 COURT o !/ CURB INLET #56 kti-k OQ CL ELEV- = 8-39 15,996 SF
\ o INV. = 5,55 TC ELEV. = 9.15 CURB INLET 57 62
\ 15, 300 SF STA. 3+18.37 r STA. 10+58. STA. 11+29.54 pb°i° v TC ELEV. = 8.35 / O"0 PLEASANT DRIVE
/ 108 / r %SLOPE CL ELEV. = 9.12 / CL ELEV. = 8.87 p" INV. = 4.65 �" STA ELEV.
= 52
EX. INV. - 5.13 CL ELEV 8.64
MARINERS LAN ING / ` n TC ELEV. - 8.83 N CL ELV. = 8.69
SWALE INV. = 5.30 � � TC ELEV 8.60
INV. = 3.15 O CURB HIGH POINT
� 15,404 S 1 S PE 0 4+p0 0.31q, S STAB6N47.2�46 0w - � L5 X3k�"� + /1 TC ELEV. = 8.65 /
PHASE 2 /��w / + / LOPE cL ELEv. - s.6a o ex_ INv. 4.os W
ZONED R-15 0 1 / 73 5+00 41 0.329 LOP - `: INV.ELE 2.90 8.60 + c, / 126 +
0. 2% S E 6+0 M 7 0 ° E ;p0,����fl
\ ,� o 101 / -/ SLOPE M 45 1 9+00 10+ 0 11+00 �� CLAELEV+75.11
0 32q SLOP 3� SLOPE KEEL WAY CURB INLET 3
10 EE EV58.2780 STA. 2+96.3 / 03 8+00 46 �- 0.450.45R SLOPE 57 / 0.32%5L P CURB SIGH POINT © - NLV ELEV. 866
`C 15,559
554 CL ELEV. W / - KEEL WAY CURB INLET #58 W - 7
15, 300 SJr CURB INLET 4 TC ELEV. = 8.61
CURB INLET 5 A
�. STA. 1+13.99 / � w 18, 961 SF 44 p '
' CL ELEV. = 8.19 4 � O . TC ELEV. - 8.60 // �! � � l�
TC ELEV. = 8.15 , ,(1/ r� I INV. - 6.00 w
0 0 0 / / 11,80D SF
lL _ / __--_ INV. - 4.45 I / / / o o _ STA. 8+53.93
1 - a a STA. 10+58:51
CL ELEV. = 8.64 ti
CURB INLET 45 CL ELEV. = POINT
MARINERS LANDING Ex. INv. = 3.zs � # TC ELEV. = 8.60 m � >24
CURB INLET #34 0 r STA. 2+96.32 CURB HIGH POINT
PHASE 2 / STA. 1+13.99 / 110 CL ELEV. = 8.64 TC ELEV, = 9.25 NV- = 2.20 016,125 SF
ZONED R-15 / CL ELEV. = 8.1- l 1/1 0 oM' 'TC ELEV. = &60
TC ELEV. = 8.15 16,004 S / 4 _ % INV. = 4.60
/ INV. = 5.55 Q O 1I
02 �. 11 0. SWALE INV. = 6:80 / 77, 072 SF 112 II 119 O O 72
22 15325 SF
A Ol %SLOPE 17,207,E // 17,722 � 17, 72Z SF 17,,7220 SF 77,722 _-5r wj
/ 7T, 462 SF 0,50" p 106 SWALE INV. = 6.20 `- - . 111 JIB COURT N D ! 15, 574 SF
�+ / SWALE HIGH POINT
o� 0.36% SLOP wv. =zoo srA. 2+os.a7 # s$ LEGEND
27,22� EX INV. = 5,08 ` E CL ELEV. - 8.94 a w /CURB INLET 43 /
) - CURB HIGH POINT a STA. 1+22.62 Ex. INv_ = 4.45 DRAINAGE AREA i
SLOPE TC ELEV. = 8.90 v, TC ELEV. - 8.60 '/ #
YAWL STREET / / / / I / ,o l l - I SWALE INV. = 6.40 O ,��a / INV. = 4.90 CWdlr - DRAINAGE AREA #3
STA. 0+00.00 hl F o "7
CUL-DE-SAC SAC / ' � / -
i„ - LIMITS OF DISTURBANCE
I CL ELEV. = 8.85 � m ! / w _�- ' � 'j' ROAD CENTER LINE
SWALE
/ CURB HIGH POINT o / m CURB INLET #42 1l 9 EXISTING CONTOUR
INERS LANDIN / TC ELEV. = 8.70 o/ o ' L STACL . 1+22.62 -
I 1, 1- �{I/ _ 9.00 PROPOSED CONTOUR
PHASE 2 _� / r .M TC ELEV. = 8.60
i TTT»,
ZONED R-15 / \ ///(,/ e o 17 INV. = 6.00
-. 1// EX. INV. = 4J5 39, 651 SF w
!35, 307 j 101
SF
BEGIN SWALE
ill j \ 17,874,SF / - V.= 7.20
EX. 12" CMP EX_ INV_. _ /
j TO BE REMOVED 00 /
INV. IN = 4.37
j INV. OUT - 4-44
SEE NOTE
#12 PROP. INV. = 328
BEGIN SWA E� \,\ I
' III- 7,5H = - - SLOPE �. EX. INV. = 4.21
- -
=_ 00379 ➢ PASQUOTANK COUNTY
G
UT EXIST NDITCH
IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS SITE CONDITIONS
THAT ARE DIFFERENT THAN DEPICTED ON THESE PLANS, THE
CONTRACTOR SHALL IMMEDIATELY STOP WORK & NOTIFY THE ENGINEER
OF THE PROBLEM. THE ENGINEER OR OWNER ARE NOT FINANCIALLY
RESPONSIBLE FOR SUCH WORK STOPPAGES OR TIME DELAYS RESULTING
FROM ADDRESSING THE PROBLEM. THE CONTRACTOR ACCEPTS THIS BY
ACCEPTING A CONTRACT TO PERFORM THIS WORK.
EXISTING DITCH
- - . PROPOSED DITCH
.,. PROPOSED SIDEWALK
EXISTING PAVEMENT
PROPOSED PAVEMENT GRAPHIC SCALE
nip
RIP -RAP 60 0 30 60 120
® SEWER MANHOLE
CHECK DAM ( IN FEET )
DRAINAGE FLOW 1 inch = 60 ft.
�
BENCHMARK
LEAN 0 / 583 / 563 PI / ULVERT
Ex. INv 3 47 Z ?. A
ZONED R-15 c�''� to PE c
PROP. INV. = 3.23 \ INLET PROTECTION
NOTE: ALL CURB INLETS SHALL
BE PROTECTED FROM SEDIMENTATION
DURING CONSTRUCTION. SEE DETAIL
ON SHEET 10.
ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP
OF THE HOMEOWNERS ASSOCIATION AND THE
MAINTENANCE OF THE DETENTION PONDS IS THE
RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION
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L71 y_ 40 LF 18" CMP GRANDVIEW DRIVE N �{
S �2 INV. IN = 6.35 STA. 37+20.00 j -
�E� INV. OUT = 6.25 CUL-DE-SAC �NC�
.3 TCRELEVHIGH
8. OT 0.319,• SLOPE Z0 R�15 t
NOTIFY CL ELEV, = POI 9.D, TIC ELEV. = s.so D Dj7�/PG 143
E (� ! N
e a� 34 ULOCO oPE 1`0 ope jf 15 UA a
SITE 1-800-632-4949 AT o•sD�j�- SWALE INV. = 6.25� O INV. = 7.4L h N
a BEGIN SWALE � +20
SR 1t69 a s FOR LOCATION OF EXISTING / o ' I I -
CEY Dii RryER �Hp UTILITIES
1 SEE NOTE #12
$ N l • 15, 000 SF 29, + o I 20,
CL RELEVLET 8.39-. _O,
.q0 STA, Q+ 2v
O TC ELEV. = 8.35
VICINITY MAP PERMIT DRAWING ONLY 61 175 / NV. = 4s5
20, 775 SF 72 I t
19, 769 SF
pC c CURB INLET #72 I '� ' U1 N
O w �ra
82 / Io • 35+90.>4.. CLAELEV. = 8.39
NTS NOT RELEASED FOR CONSTRUCTION J = 23, 488 SF M/ o NV. = 5.75 8.35 I I
��` �• 179 CURB INLET #74 N A 1
STA. %
16, 096 SF STA.GRANDVIEW DR N I _ ' ` t��t"'�•n ,
1y CL ELEV. = 8.39 0 020, 5 SF ♦.�� •O� -
i
TC ELEV. = 8.35 _ 8,69
♦♦ ���
®� �� CURB INLET #59 SWALE INV. = 5.70 INV. - 4.65 // CURB HIGH POINT / ���////-- / .�, \�p`•��••••••••••-(V�
STA. 30+75.39 TC ELEV. _ &65 C\
v:• P
3 S CL ELEV. = 8.39
�/ • O v>
TC ELEV. = 8.35 0.31. E 1 +00 �` / / / / \ Q to Zia, cc _ t
SF CURSTAB INLET #60 SO\�' INV. = 5.75 F- / _ �Y- ST'A.L OA+43.70 /`..4n .°r° �' V
f #39 I / O \ NV.E 4.75 8.39 F t6kp0 / p.35q SLOPE H KL C 9+00 1 0 CLAELEV+6 8 49 / W •• ♦�``
,.25 15 SF ® .84 TC ELEV. 8.35 - • .. KEEL WAY . E p 2 DO••"• .......• �P
R 0+ ♦
KEEL WAY �T STA. 17+85.74 -
�� 21 -,/ SF k - 2o+ 20,2
.60 15,202 SF 192 l STA. 15+15145 0 CL ELEV. = 9.19 - _ 74 I
/ O PLEASANT[ t o CURB INLET #61 CURB HIGH POINT _ -
�..._- - S AL 2+ 2WAY.56 15,202 SF / SWALE INV. = 5.50
STA. 30+41.07 60 STA. TC ELEV. = 9.15 " CURB INLET #76
CL ELEV. = 9.19 197 4 55 CL ELEV. = 8.90 , CL ELEV. = 8.39 STA. I STA.. INLET #75
O/ O o TC ELEV, - &35 7
CURB HIGH POINT CURB INLET #41 15,202 SF / 79O m 18 186 1 o INV. - 5.75 / CL ELEV. = 8.35 CL ELEV. = 8,35
TC ELEV. = 9.15 STA. 3+58.27 Y5,748 SF do 8g 188 70, 97 SF o 1 TC ELEV. = 8.35 TC ELEV. = 8.35
STA. 4+73.28 = 17393 SF g o. 4(%� ' INV. = 4.55 o
CL ELEV. = 8.84 175,©SF 16,3oSF 15,974 SF /�•�
TC ELEV. = 8.80 / KEEL WAY umzp
INV. = 3.35 CL ELEV. = 9.79 STA. 6+25.67 '' ii6 s y
CURB HIGH POINT q 1 % x � �'' 146 � 17, 382 SF o
JIB COURT I ph �pQ STAB INLET 2 ' oN 15,996 SF 1 084 SF . pT `
9.15/ STABIIN 29.546 /J+p' S A CL ELEV. = 8.39 �o PLEASANT DRIVE o �' 3'F9 /
CURB INLET 57 # - w 1 1 SF
STA. 3+16.37 # • "' 62 3 /
'�I ' COPE CL ELEV. = 9:12 EX. INV. STA. 10+58.51 .v A TC ELEV. = 8.35 0 ..12
CL ELEV. 8.87 a' c^ -,
STA. 29+18.52 h �
1% CURB INLET 46 a 11 TC ELEV. = 8.60 TC ELEV. - 8.83 11 CL ELEV. = 8.69 / I y /
S OPE ,'4+00 °.31� SCOP / STA. 6+47.2 m INV. = 2.25 INV. = 3.15 t�kp0 1 CURB HIGH POINT r - (+
/ ,; M / SEE NOTE #12 I r
� / � + / ' � � � TC ELEV. = 8.65
d
� �. ... CL ELEV. = 8.64� o � PX. '�
19 5+00 41 0,32% SLOPE NVELE 2 90 8.60 a in -._ x. /� rn / 126 �+ PC = 33+ I
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ac
fi+ O 37. g o
4 0.4 0.329, .33% SLOPE _ STAL 2+75.11 149 1 I N
0 SLOPE CURB INLET 3
CURB INLET #40 + q5 8+00 46 9+00 ,0+ 0 ii+00' - 15,460 SF o
109 57 - OP � 'CL ELEV. = 9.34 •"STA. 29+19.02 63 ® � / .�
CL ELEV. = 8.84 / CURB INLET #44 0.31 - 4= 0.32% _ CURB HIGH POINT / .� 19,9 SF
SL � CL ELEV. 8.66 + GRANDVIEW DRIVE
18961 SF • TC ELEV. = 8.80 44 INV. = 4.50 © CL ELEV. = 8.89 I`
e STA. 32+84.89
/ 1 STA. 2+96.32 _ � 0.45% SLOPE - / _ � / TC ELEV. = 9.30 72 TC ELEV. = 8.61 � � n 1 I
INV, 6.20/ cL ELEV = e.6a / - n „ - l4 ' 1 w INSTALL SILT o
/ t5,84r SF o / CURB HIGH POINT
) o
8.60 w CURB INLET 58 0 . l CURB INLET #65 d TC ELEV. = 8,85 FENCE ALONG
INV. = 6.00 a aw KEEL WAY STA, 10+58.51 STA. 28+20.15 / 22, 800 SF 76
STA. 8+53.93 CL ELEV._ CL ELEV. = 8.34 4 `b , 3)' AEC
,i #45 CL ELEV. = 9.29 TC ELEV. - 8.60 +., 124TC o - w
STA62+ 632 CURB HIGH POINT m / o NV.ELEV. = 8.30 CURB INLET #64 a n /
/ f10 ,"t� �n CL ELEV. = 8.64 TC ELEV. = 9.25 INV. = 2.20 �p •• STA. 28+20.15 N o r
• O 111 / o p TC ELEV. = 8.60 ) 111 16, Y25 SF BEGIN SWALE / CL ELEV. = 8.34
14004 _ INV. = 4.60 / m INV. = 8.00 TC ELEV. = 8.30 M d0
12 INV. = 5.70 16,689 SF o n 2
0.35$ 4 SWALE iNV:.= 6.60 4 / 118 / 119 20 121 \ k �� 122 15,©SF / ; p PT =
f7, 072 SF 112 4 / O • 31+95.D6 + 21 4 SF
SLOPE I / ' 17,207ISF 'f // 17, 722 SF/" o O O W/�
+ �t / 15,574 SF
- .• SIN LE HIGH 'POINT JIB COURT <v 17, 722 SF 17, 722 SF 17,722 SF 144 n
~� °•36%SL IN = 7,00 STA, 2+09,47 / 58 /
a a / CURB INLET #43 / f
' �-� ` CURB HIGH POINT a / STA. ELEV,
= 2 _ 17,226 SF l
,s=,t.i:1• /-' 0.3=_ E I TC ELEV. = 8.90 rn CL ELEV. = 8.64 / EX IN
'` SLOP IN ELEV. = 8.60
/ O =WALE INV. = 6.40 F '� INV. = 4.90 i' x v� 157 CURB INLET #78 2
O o "mot SWALE INV. = 6.75 0.30% SLOPE s' oa o 0
_ O , �' F y31+03.!Br Y I
lu //. 15,363 SF CL ELEV. - 4-
m CURB INLET #42 SWALE INV. = 7.35 _�� ' ' / a "�• TC ELEV. 8.30
STA. 1+22.62 n NV. = 4.00 / //
II 0.30% SLOPE a'• �l
CL ELEV. = 8.64 - - - - 47 SF '83 CURB INLET7 •�/ _ _�
2/ TC ELEV. = 8.60 a & 7.� STA 3
1+03,88
o O 11 I INV. = 6.00 � g•+ / _ 5.00 0O _ X / .;+�'� CURB INLET �6 // 7 •CL ELEV. 8.34 / / ¢
y STA. 26+34.98 PLEASANT DRIVE 1Cy37
0" .INV...._ T3.0� - - - - -/ - - - - - , � � / \ TC ELEV. = 8.30
- CL ELEV. = 8.79
39, 651 .SP" /
w / STA. 26+53.83 / � INV = 5.70
/ 0- /w 0+77,75 11 / INV. = 3.85 0 CURB HIGH POINT 9�
'�I 1 �ELEV. - 8.74 CL ELEV_ - 8.84 � � /
JIB COURT o /� 22,135 SF TC ELEV. = 8.80 \ 52 \ I 19
f/ J
BEGIN SWALE STA. 0+00.00
CUL-DE-SAC Ox //� 15366 SF 0 SEE NOTE #12
CL ELEV. = 9.86 00 27
CURB HIGH POINT Mo I / CURB INLET #70 aQ� \ I 24 8 SF
f"�' •I '\ - TC ELEV. = 9.10 a' STA. 24+95.84 S1
17433 SF
O I
4.21 176 17 028 SF STA. 24+95.84 15,456 SF
120,723 Sr ' - , . / CL ELEV.
:OU N TY 1- ' � S TC ELEV. = 8.30 r<
Lu �\ I "i INV. = 3.50 O I22,594 I / �••� [ -
3 (u • �.- % / CURB INLET 9
15 2 �� / CLAELEV+= 00. 9 O N,� S o
PROP. INV. = 323 TC ELEV. = 8.74 �' _ 19, 44 SF V GRANDVIEW DRIVE
INV. = 4.10 '�x STA. 28+95.28 �� O,
Sc� .. 1- =Q CL ELEV. - 8.99
CURB HIGH POINT
00 SEE
NOTE , ,403 SF <. 71 / 54 �Q TC ELEV. - 8.95 / "Vky (�?
15 SF
m �o PLEASANT DRIVE 16,236 SF 21,7
CURB INLET #79 �_
STA 22+99.16 9 STA 28+03.89
CL ELEV. = 8.99 CL ELEV. = 8.73
CURB HIGH POINT TC ELEV.
TC ELEV. = 8.95 INV. = 3.50 T2 J' / / Ekpt� O (�lO
137 15, 300 SF 139 � l
1s
DETENTION POND $ 15,75 000 SF ` 16 V
#2 15027 SF
/ll� / �� - I j�
' 91,943.66 SF
w
EX. INV. = 3.45\_ I oo O 84
#8321
\\ I 132 / STA626 87.094 IN - CLAELEV. 87 8.34
^'� 13 CL ELEV. = 8.34 3 TC ELEV. = 8.30
SITE DATA: \ � N -� --
1. OWNER/DEVELOPER: �� 15, 3000 �F o 15,T SF 156 ITC INV. 3.30 8 30 INV. = 5.70 66 `
3 N 1, INC. .� C / 15,056 SF 21, 153 I I
301 S.EROAD
SEE 27907 � �N� - " / Q
PELICAN POINTE
[phone] �T��� 'f �� CURB INLET #68 �1 ��. PC - 28 +26.06 / I { ZONED; PUD-PDR
2. TRACT IS ZONED: R-15 b 7 STA. 20+76.25 g it 111
3. TOTAL TRACT: 93.99 AC TC ELEV. = 8.25
TOTAL NUMBER OF LOTS: 155 LOTS ® INV. = 5.55 CURB. IN #67 + w I 15
O 3 / J • 133 / N STA, 20+76.25 `© o
4. TOTAL AREA IN RIGHT-OF-WAY: 13.68 AC \.O ���$ '� �00 15, 300 6F / CL ELEV. 8,29 1.3 l
- TC ELEV. = 8.25 15,300 SF
© CURB INLET #82
5. TOTAL OPEN SPACE 13.73 AC V � 6 '- INV. - 5.85 N 75
6. TOTAL IMPERVIOUS AREA: 41.18 AC l'l '+, 16,J93SF 0 20,.611--
PERCENT IMPERVIOUS: 43.81% / STA. 25+22.9
o `'� N� I ELEV. = 9.46
\ o INV. = 4.25
7. TOTAL DISTURBED AREA: 94.24 AC `S� � � �n" ` /1 '`�
8. SMALLEST OVERALL LOT = 15,000 SF �� \� �' 134 0 0� / / PT
* >36 OO oo
/ / / '
9. LINEAR FOOTAGE OF PROPOSED STREETS: PROP. INV. = 2,96 15, 000 SF N� /9/ O PC = N /
SAILORS WAY 4,125.73 LF \ � / � / - / 14
GRANDVIEW DRIVE 3,720.00 LF ® 15, 300 SF I
\ / �' / / 0 24+78,25 GRANDVIEW DRIVE / I '
PLEASANT DRIVE 3,324,.2 LF 158 STA. 24+78.25 1
YAWL STREET 2043.70 LF CL ELEV = 9.60
KEEL WAY 2,318.37 LF EX. INV 4 9- '� T' 1g,7 ' 15, 037 SF CURB HIGH POINT / 20, SF
JIB COURT 318.37 LF 3 -'
KETCH STREET 541.71 LF \\ . '3
SCHOONER COURT 674.71 LF
_ TEMPORARY GRAVEL SEE NOTE #12
TOTAL 18,262.62 LF / -\� -- - - CONSTRUCTION ENTRANCE a / I
(SEE DETAIL) c''i
o f
10. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT
PROPERTY LINES.
\ o
11. THIS SITE IS LOCATED IN FLOOD ZONE "X", & "SHADED X" / \ 16,231 SF
ACCORDING TO FEMA FLOOD MAP 37208903001 & / \ MARINERS LANDING EXISTING 2-100 LF 54" CMP / / I '
3720891300J, DATED OCTOBER 5, 2004. INV. IN = -10 15,300 SF I -
FLOODZONES ARE SCALED FROM F.I.R.M. PHASE PT _ 2b SF
/ I
FLOODZONES ARE SUBJECT TO CHANGE / / \ \ ZONED R-15 / \ INV. OUT = 2.80 \ 23+6007 / -
12. ALL RUNOFF FROM IMPERVIOUS AREAS MUST BE DIRECTED \ I
TO THE ROAD. GUTTERS AND DOWNSPOUTS SHALL BE USED / MARINERS LANDING y/ D ''oo°p s / STA622 81:7
WHERE NECESSARY. O
o DETENTION POND e,
/ PHASE 1 w 3 `�' aa, CL ELEV. = 9A0
\ � \ 1! TC ELEV. = 8.96 /
13. ELEVATIONS TIED TO NAVD 88. ZONED R-15 `� \ 66,257.56 SF \ INV. = s.ss / ^ 12
PLEASANT DRIVE I I
/ \ STA. 18+41.38
\ / / CL ELEV. = 10.83 \ 'VG � o CURB INLET #80
/ w1 ARINERS LANDING\ y / CURB HIGH POINT 0\ /Iry sTA. 22+81.E1 / Imo\ I \
/ �C TC ELEV.
LEGEND PHASE 1 = 10.79 ' . \ \ I �l CL ELEV. = 9.00
/ o \ Tc ELEv. -ass D
x0 m I -
�ZONED R-15 \ / / `� / MARINERS LANDING 6,707 sF
DRAINAGE AREA #i
-- - DRAINAGE AREA #2 \ / / PHASE 1
DRAINAGE AREA #3 \ ZONED R-15
® I ® ® LIMITS OF DISTURBANCE <1
ROAD CENTER LINE \ / 16xa0 Epp / �� \ / /� / \so '� - • \ 00 ` / I I , 11
9 EXISTING CONTOUR A / \/, • , soo x p
900 PROPOSED CONTOUR OQ♦� / �Ilk �, �s
EXISTING DITCH / P/ �i \ �O�J' IIPRO
❑ 0 - - o SILT FENCE
OSED DITCHtry ,,�
27770 SF
PROPOSED SIDEWALKCQ 1
EXISTING PAVEMENT / \ y �s) \ / EXISTING
/ GRANDVIEW DRIVE
/ �O�`�Ct'`<� POND / / STA. 21+00.00 TEMPORARY GRAVEL _
CONSTRUCTION ENTRANCE
PROPOSED PAVEMENT (SEE DETAIL) \ / 1 0
RIP -RAP '�s � MARINERS LANDING SEE NOTE #12
\ / PHASE 1 EXISTING 2-100 LF 54" CMP /
_ INV. IN = 1.45 23, SF /
® SEWER MANHOLE / / \ ZONED R-15 INV / OUT 1.35
v /
� - \ /
� CHECK DAM 0
2p9
DRAINAGE FLOW
BENCHMARK � \ / , / GRANDVIEWDRIVESA2�
\ o / T ELEV. = 31 y\ GRAPHIC SCALE
o PIPE/CULVERT MARINERS LANDING �/ ;a MA CURB HIGH POINT ING �\ -
INLET PROTECTION PHASE 1 / TC ELEV. = 9.04 so 0 30 so zo / /
ZONED R-15 / o° / \ ZONED R-15
DITCH INV. = 0.91 / FEETIN
1 inch 6ft.

VICINITY MAP
NITS
SITE DATA:
1. OWNER/DEVELOPER:
3 N 1, INC.
301 S. ROAD STREET
ELIZABETH CITY, NC 27907
[phone]
2. TRACT IS ZONED: R-15
3. TOTAL TRACT: 93.99 AC
TOTAL NUMBER OF LOTS: 155 LOTS
4. TOTAL AREA IN RIGHT-OF-WAY: 13.68 AC
5. TOTAL OPEN SPACE: 13.73 AC
6. TOTAL IMPERVIOUS AREA: 41.18 AC
PERCENT IMPERVIOUS: 43.81%
7. TOTAL DISTURBED AREA: 94.24 AC
B. SMALLEST OVERALL LOT = 15,000 SF
9. LINEAR FOOTAGE OF PROPOSED STREETS:
SAILORS WAY 4,125.13 LF
GRANDVIEW DRIVE 3.720.00 LF
PLEASANT DRIVE 3,324.61 LF
YAWL STREET 2,514.22 LF
KEEL WAY 2,043.70 LF
JIB COURT 318.37 LF
KETCH STREET 541.71 LF
SCHOONER COURT 674.88 LF
TOTAL 18,262.62 LF
10. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT
PROPERTY LINES.
11. THIS SITE IS LOCATED IN FLOOD ZONE "X", & "SHADED X"
ACCORDING TO FEMA FLOOD MAP 3720890300J, &
3720891300J, DATED OCTOBER 5, 2004.
FLOODZONES ARE SCALED FROM F.I.R.M.
FLOODZONES ARE SUBJECT TO CHANGE
12. ALL RUNOFF FROM IMPERVIOUS AREAS MUST BE DIRECTED
TO THE ROAD. GUTTERS AND DOWNSPOUTS SHALL BE USED
WHERE NECESSARY.
13. ELEVATIONS TIED TO NAVD 88.
N/F /F I BAILEY,NHOGMARVIN S. I
N
D BG 564, PG.N814 I KD.BR1660,APG. 3311H D.B. 568, PG. 637 '
ZONED R-15 I ZONED R-15 I ZONED R-15
MARINERS LANDING\
PHASE 2
ZONED R-15 \
MARINERS LANDING
PHASE 2
ZONED R-15
\ I
\ \ L
\ y Coll
MARINERS LANDING /
PHASE 2
ZONED R-15 /
\
I I �
I I I I \\ \ \
I I I I
i E4' rMP
NV IN 030 j
NV OUl -0.42'
(r IINV -oi4
I
I
II I I
II
I
I
I I
EX_NV = 1 2'
/ L
C1
--
fyI �-FEY ilvy__._7:_74 Q
0
/ W
/ IL ►l
/ - W
/ / ILu
cc
I I
N/F \ II I
SIMPSON, BARBARA A. \
D.B. 664, PG. 715 �I\I PRENTISS, DONALD C. I I
ZONED R-15 II I D.B. 745, PG. 884
II ZONED R-15`?
H4 II I I
+ IN 1 �
�V IT �yl I II,I
R
I N i N= �-' I
II IJV SIT 4Ci .
I I I _j
I/.
I,
1
I 1,
\
\
MARINERS LANDING,
I PHASE 2
ZONED R-15
\ i
MARINERS LANDING
PHASE 2
ASBURY
15,300 SF
Ex. iN V. _ -I.?6�
OF BANK--- --
--
-�_TOP-`-jEX INV. _ -1.14I
1 20' PERMANENT DRAINAGE EASEMENT
DB 928. PG 628
20' TEMP. CONSTRUCTION EASEMENT
4-MB 42, PG 5
I
I
NV. x
I
7
NOTIFY
ULOCO
AT
1-800-632-4949
FOR LOCATION OF EXISIYIG
unUTIES
EX. POND
IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS SITE CONDITIONS
THAT ARE DIFFERENT THAN DEPICTED ON THESE PLANS, THE
CONTRACTOR SHALL IMMEDIATELY STOP WORK & NOTIFY THE ENGINEER
OF THE PROBLEM. THE ENGINEER OR OWNER ARE NOT FINANCIALLY
RESPONSIBLE FOR SUCH WORK STOPPAGES OR TIME DELAYS RESULTING
FROM ADDRESSING THE PROBLEM. THE CONTRACTOR ACCEPTS THIS BY
ACCEPTING A CONTRACT TO PERFORM THIS WORK.
PERMIT DRAWING ONLY
NOT RELEASED FOR CONSTRUCTION
N/F
WINSLOW, JAMES H.
D.B. 101, PG. 6
ZONED R-15
DRAINAGE AREA #1
DRAINAGE AREA #2
DRAINAGE AREA #3
I�
LIMITS OF DISTURBANCE
-
ROAD CENTER LINE
---- ----"-- -- -
-
EXISTING CONTOUR
9.00
PROPOSED CONTOUR
- -
EXISTING DITCH
PROPOSED DITCH
PROPOSED SIDEWALK
EXISTING PAVEMENT
PROPOSED PAVEMENT
®
RIP -RAP
®
SEWER MANHOLE
CHECK DAM
DRAINAGE FLOW
BENCHMARK
10
PIPE/CULVERT
QINLET
PROTECTION
PIPE INFORMATION TABLE
NUMBER
LENGTH
SIZE
TYPE
INVERT IN
INVERT OUT
1
29'
18"
CMP
5.55
5.45
2
223'
24"
CMP
4.45
4.10
3
29
18
CMP
5.50
5.40
4
130,
30"
CMP
4.10
3.90
5
88'
30"
CMP
3.90
3.75
6
175'
30"
CMP
3.75
3.45
7
88'
30"
CMP
3.45
3.30
8
29'
18"
CMP
5.80
5.70
9
340'
36"
CMP
3.30
2.80
10
249'
18"
CMP
5.90
5.40
11
41'
18'
CMP
5.55
5.45
12
45'
24"
CMP
4.45
4.35
13
419
35 x24"
CMP
4.35
3.70
14
15V
36"
CMP
3.70
3.45
15
37'
42"
CMP
2.80
2.70
16
45'
42"
CMP
2.70
2.60
17
173'
49"x33"
CMP
2.60
2.30
18
29'
24"
CMP
4.90
4.80
19
45'
48'
CMP
2.30
2.20
20
29'
18"
CMP
6.05
5.95
21
131'
24"
CMP
4.95
4.75
22
99'
24"
CMP
4.75
4.80
23
37'
24"
CMP
4.60
4.50
24
29'
18"
CMP
6.05
5.95
25
145'
24"
CMP
4.80
4.55
26
103'
24"
CMP
4.55
4.40
27
37'
18"
CMP
5.70
5.60
28
174'
42"x29'
CMP
4.15
3.85
29
39'
36"
CMP
3.85
3.75
30
45'
18"
CMP
5.55
5.40
31
45'
35 x24"
CMP
4.45
4.35
32
45'
18"
CMP
5.55
5.45
33
207'
35'x24"
CMP
4.35
4.00
34
29'
18"
CMP
5.55
5.45
35
227'
35"x24"
CMP
4.45
4.00
36
37'
42"x29"
CMP
4.00
3.90
37
45'
18"
CMP
5.55
5.45
38
176'
42"x29"
CMP
3.90
3.60
39
159'
57"x38"
CMP
3.60
3.35
40
29'
18'
CMP
6.20
6.10
41
287'
57"x38"
CMP
3.35
2.90
42
29'
18"
CMP
6.00
5.80
43
174'
35"x24'
CMP
4.90
4.60
a4
44'
18"
CMP
6.00
5.90
45
29'
35"z24
CMP
4.80
4.55
46
410'
64 x43"
CMP
2.90
2.25
47
44'
18"
CMP
5.50
5.40
48
44'
180
CMP
5.40
5.25
49
147'
35"x24"
CMP
4.40
4.15
50
147'
35 x24"
CMP
4.15
3.90
51
29'
24'
CMP
4.40
4.30
52
232'
35"x24"
CMP
4.30
3.95
53
232
36"
CMP
3.95
3.60
54
29'
42"x29'
CMP
3.6E
3.50
55
233'
49"x33"
CMP
3.50
3.15
56
70'
42'
CMP
3.15
3.00
57
29'
64"x43"
CMP
1 2.25
2.20
58
200'
1
CMP
1 2.20
1.90
59
45'
18"
CMP
5.75
5.65
60
46'
28"x20'
CMP
4.75
4.65
61
48'
18"
CMP
5.75
5.65
62
85
42"x29"
CMP
4.65
4.50
63
103'
42"x29"
CMP
4.50
4.35
64
29'
18"
CMP
5.70
5.60
65
179'
42"x29"
CMP
4.15
3.85
66
133'
36'
CMP
3.85
3.65
67
29'
18"
CMP
5.65
5.55
68
287'
35"x24"
CMP
4.55
4.10
69
140'
30"
CMP
4.10
3.85
70
29'
36'
CMP
3.60
3.50
71
210'
36"
CMP
3.50
3.00
72
37'
18"
CMP
5.75
5,65
73
145'
28"x20"
CMP
4.95
4.65
74
45'
24"
CMP
4.85
4.55
75
38'
18"
CMP
5.75
5.65
76
337'
35"x24
CMP
4.55
4.00
77
29'
18"
CMP
5.70
5.50
78
299'
42"x29"
CMP
4.00
3.50
79
121
36"
CMP
4.65
4.50
80
29'
12"
CMP
8.20
5.95
81
233'
35"x24'
CMP
4.60
4.25
82
167'
30"
CMP
4.25
4.00
83
29'
18"
CMP
5.70
5.50
84
192'
42'
CMP
3.30
3.00
A
184'
18"
CMP
6.00
5.10
B
35'
18"
CMP
6.00
5.90
C
239'
18"
CMP
6.00
5.50
D
40'
28"x20"
CMP
5.00
4.90
E
40'
28'x2O"
CMP
5.25
5.00
F
12'
15'
CMP
6.30
6.20
G
12'
15"
CMP
6.30
6.20
H
60'
28"x20"
CMP
5.70
5.50
1
40'
18"
CMP
6.35
6.25
J
118'
57"x38"
CMP
0.10
0.00
K
118'
57"x38'
CMP
0.10
0.00
L
165'
18'
I CMP
5.65
4.00
M
161'
18"
I CMP
6.50
4.45
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
I inch = 60 ft
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1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF
GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
8. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY,
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
NOTE: FOR SITES OF THIS SIZE WITH MULTIPLE DETENTION PONDS, ONLY ONE POND
SHALL BE CONSTRUCTED AT A TIME. THE MATERIAL FROM ONE POND SHALL BE
SPREAD AND SEEDED PRIOR TO ADDITIONAL LAND DISTURBANCE. DISTURBED AREA
SHALL NOT EXCEED 20 ACRES AT ANY GIVEN TIME. NO SPOIL SHALL BE REMOVED FROM
SITE UNLESS IT IS DELIVERED TO AN APPROVED SITE.
CONSTRUCTION SEQUENCING
TYPICAL OtTCH OR SWALE
NTS
MAX. HEIGHT
18"
ECESSARY
[ABLE INSTALLATION
D '
FILTER
FAE
BACKFILL MINIMUM
8" GRAVEL OR
COMPACTED
SOIL
1. FILTER FABRIC SHALL BE EXTRA STRENGTH FABRIC
CAPABLE OF MEETING 50LB/UN. INCH.
2. FABRIC SHALL HAVE A SLURRY FLOW RATE OF
0.3 GAL/SQFT/MIN.
8" \
3. STAPLE OR WIRE THE FABRIC DIRECTLY TO THE POSTS.
4. EXCAVATE A TRENCH APPROX. 6" WIDE AND 8" DEEP
ALONG THE PROPOSED LINE OF POSTS UPSLOPE
OF THE SILT FENCE AND BURY THE BOTTOM EDGE OF THE
FILTER FABRIC. BACKFILL THE TRENCH WITH COMPACTED
"V" TRENCH —�
EARTH OR GRAVEL.
5. INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFALL
UNDISTURBED
SOIL
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE FOR THE NEXT RAIN.
6. REMOVE FENCING AS THE DRAINAGE AREA IS STABILIZED.
14'
SILT FENCE DETAIL
NTS
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES", LATEST EDITION.
C.I. F. & G. = DI-840.16 BY CAPITOL FOUNDARY OF
VIRGINIA, INC. OR EQUAL, HEAVY DUTY CASTING,
RIM ELEV. FRAME = 180 LBS. MIN., GRATE = 270 LBS. MIN.
(SEE PLANS) 8
CORBEL MASONRY AS REQ'D FROM FULL DIM'S OF
RISER BARREL TO INSIDE DIM'S OF FRAME.
CORBEL OR CONE SECTION MAY BE ECCENTRIC.
X 4"
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM.
8" SEWER BRICK MASONRY SOLID
SET MASONRY WALL FLUSH
W BELL END OF CULVERT
PA GE INVERT W
..............................
::::::::::::::.::::
CONCRETE -- SCOPE TO
CULVERT INVERT.
SEE PLANS FOR
CULVERT TYPE & SIZE
NV. IN.
':::INV. OUT. :� .� :::...:.:.. ...............
................
SEE PLANS FOR SLOPE
�.
-II
3000 PSI CONCRETE FOOTING
I
�I41 1 1
II W/ 6x6xl0/10 WWM
—
III_III _IIIDROP
'—COMPACT SUBGRADE TO 95% OF ASTM D 698
INLET
NTS
FOR CNRrTTIO
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL. IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED WITH A LAYER OF SOIL.
MULCHING
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPFABLE-
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR RFDONF AR NECFSSARY
SECTION
SEEDING & MULCHING
TOF
TOPOFD17CH
80170M OF DITCH
LAYER OF #5 -
WASHED STONE
4" THICK
r
PROFILE —CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/2 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
NTS
RIM ELEV.—
(SEE PLANS)
CURB INLET
NTS
50'
RIGHT OF WAY
C.I. F. & G. = DI-840.03 BY CAPITOL FOUNDRY
OF VA., INC., OR EQUAL, HEAVY DUTY
CASTING, TOTAL WEIGHT = 550 LEIS.
NOTE: ALL MATERIAL AND INSTALLATION TO
MEET MIN. SPECIFICATIONS OF NCDOT "
STANDARD SPECIFICATIONS FOR ROADS
AND STRUCTURES LATEST EDITION.
C.I. STEPS FOR INSIDE
DEPTH GREATER THAN 4'
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM. PLUS
16" IN EACH DIM.
PRECAST CONCRETE
SET CULVERT FLUSH
WITH INSIDE WALL
SEE PLANS FOR
CULVERT TYPE & SI7F
3000 PSI CONCRETE FOOTING
W/ 6x6x1Q/1O WWM
-COMPACT SUBGRADE TO
95% OF ASTM D 698
ill4' 4' 1 2' 28' 2' 4' 4' 1,
SIDEWALK CURB PAVEMENT CURB SIDEWALK
1 4" PER FT
STREET TYPICAL SECTION
NTS
SURFACE: 2" TYPE SF 9.5A ASPHALT
BASE: 6" ABC STONE
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EROSION CONTROL MEASURES
SEED MIXTURE RATE OPTIMUM PLANING DATES
1. KENTUCKY 31 FESCUE 5 #/1000 SF MAR. 15 - MAY 1
AUG. 15 - OCT. 15
2. COMMON BERMUDAGRASS 2 #/1000 SF MAY 1 - JUNE 30
(HULLED)
3. PEARL MILLET 2 #/1000 SF MAY 1 - OCT. 1
4. FESCUE 5 #/1000 SF OCT. 15 - MAR. 15
S . M SCHEDLILE
CLASS "B" EROSION CONTROL STONE
STONE DEPTH = 22.5"
1" EROSION CONTROL STONE
DEPTH TO FLUSH WITH
)F DITCH
_.(ER OF FINE GRAVEL
OR WOVEN GEO-TEXTILE
RIP -RAP OUTLET APRON
NTS
NOTE: TOP OF CURB GRADES INDICATED
ON PLANS REPRESENTS ROLL CURB
ELEVATION. TOP OF CURB ELEVATION AT
CURB INLET HOOD SHALL BE 2" ABOVE
GRADE INDICATED ON PLANS.
e
12"'
6 1/4"e -FLDW LINE °6" ° a
FRONT VIEW
RONT EDGE - —�
— —� —
4' TRANSITION FROM 24"
ROLL CURB TO STANDARD 30"
CURB AND GUTTER PROFILE
AT CURB INLET 24" ROLL CURB
a. a
a
`n a 15'
° e�W n
PLAN VIEW
CURB TRANSITION AT CURB INLETS
NTS
25" R
1 6 1/2"
D p
C p G
.p
3 4"
/ I> p c R u 7"
&
6
18" R _
24"
2' - 0" VALLEY GUTTER
NTS
A. NCDOT jf5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
GRAVEL FILTER - DOT #57 WASHED STONE
... .. ... ...... .
.,{'jl.,
.. ..
CONCRETE BLOCK
:A CD
D
UA
-
-
CONSTRUCTION SPECIFICATIONS:
1. LAY ONE BLOCK ON EACH SIDE OF THE
..� `•.
..''?•'`.
STRUCTURE ON ITS SIDE IN THE BOTTOM ROW
'
TO ALLOW POOL DRAINAGE. THE FOUNDATION
SHOULD BE EXCAVATED AT LEAST 2 INCHES
BELOW THE CREST OF THE STORM DRAIN.
'
2:1
SLOPE
TYP. (. )-
PLACE THE BOTTOM ROW OF BLOCKS AGAINST
.:
THE EDGE OF THE STORM DRAIN FOR LATERAL
SUPPORT AND TO AVOID WASHOUTS WHEN
OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL
SUPPORT TO SUBSEQUENT ROWS NY PLACING
-..
'a.
•�.'.'`-�.:.
...
.. ..
2 X 4 WOOD STUDS THROUGH BLOCK
OPENINGS.
•':0.
'".'``:�,'
2. CAREFULLY FIT HARDWARE CLOTH OR
-
' '
: ' .
.:.: •
�.'..`,'
COMPARABLE WIRE MESH WITH 1/2-INCH
OPENINGS OVER ALL BLOCK OPENINGS TO
HOLD GRAVEL IN PLACE.
.° .
..
•
'OEJ''tom-•�ay.'_.
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH
IN DIAMETER, PLACED 2 INCHES BELOW THE
...
" .
TOP OF THE BLOCK ON A 2:1 SLOPE OR
FLATTER AND SMOOTH IT TO AN EVEN GRADE
DOT #57 WASHED STONE IS RECOMMENDED.
PLAN VIEW
HARDWARE CLOTH
2" DEWATERING
TEMPORARY SEDIMENT POOL
—
° a
4 y
-
GRAVEL FILTER - DOT #57 WASHED STONE
1' MIN
2' MAX
° •
-2.
16" �OpE
r
'
°
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N
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1-1
11-1
I
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J
I IIII—III
/
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t-I
IIIIII—III
1511
I-1
11-1
—T
IIIIII_.
DROP INLET WITH GRATE
SECTION VIEW
BLOCK AND GRAVEL DROP INLET PROTECTION
EXISTING GROUND
NTS
TOP WIDTH VARIES
\ \ DEPTH //�j
\ \ E
OP
VARIES\�
MARINERS
LANDING -
PHASE 3 GRADE POINT
NOTE:
ALL DITCH CONSTRUCTION MUST REMAIN ON THE RESERVE PROPERTY AND
SHALL NOT DISTURB THE ADJOINING PROPERTY. UNDER NO CIRCUMSTANCES IS
THE CONTRACTOR TO ENCROACH ON THE ADJOINING PROPERTY WITH
CONSTRUCTION OR EQUIPMENT.
DITCH SECTION A -A
NTS
ADJOINING
PROPERTY
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MARSH VEGET
EARTH WEIR ACROSS
END OF FOREBAY AREA
w
FTOM ELEV.
BOTTOM ELEV. _ -1. '
FORIEWIfflAREA CROSS SECTION (POND 19 21 AND 3)
TOP OF BERM ELEV.
= f8.00
C710 YR=4.91
MET, ELEV. _
P 'WATER SURFACE
CLASS B STONE
..4" *w
D
6" SCH 40 PVC PIPE,
FEMALE ADAPTER &
THREADED PLUG
6' SCH 40 PVC TEE
THREADED PLUG WITH
\
NTS
DITCH BOTTOM
d n 4"
4 4 4 4
\ x\776
Q #57 WASHED STONE
DEVIC
SCH 40 & FITTINGSC P PEE_
6" SCH 40 PVC
(LENGTH AS REQUIRED) CROSS SECTION
20"X20"X3" THICK
CONCRETE PAD
OUTFLOW STRUCTURE ( "
NTS
TOP OF BERM ELEV. = f8.00
';7 10 YR = 5.03
INLET ELEV. = 3.00
WEIR INLET ELEV. - 3.69
PERMAW-UT MAZER SURFACE CLASS B STONE —
EL[V. = 3.00
D
6" SCH 40 PVC PIPE,
FEMALE ADAPTER &
THREADED PLUG
6" SCH 40 PVC TEE
UARFADED PLUG NTH \� i
DRILLED�11moo THROUGH \
6" SCH 40 PVC
(LENGTH AS REQUIRED)
20"X20"X3" THICK
CONCRETE PAD
OUTFLOW STRUCTURE (POW.4
NTS
TOP OF BERM ELEV.
= t8.00
'Z�7 10 YR = 5.16
INLET ELEV. = 3.00
WEIR INLET ELEV. = 3.87
PERMANENT WATER SURFACE
CLASS B STONE —
ELEV. a ScQO
6" SCH 40 PVC PIPE,
FEMALE ADAPTER &
THREADED PLUG
6" SCH 40 PVC TEE
THREADED PLUG NTH
DISH GH
\
D KLM
6" SCH 40 PVC
(LENGTH AS REQUIRED)
20"X20"X3" THICK
CONCRETE PAD
Cy07_1:LP.[N�
EX. GRADE
DRAWDOWN DEVICE-
_SCH 40 PVC PIPE
& FITTINGS
CROSS SECTION
PRIME WITH CLEAN METAL
PRIME & PAINT WITH 2 PART
BLACK EPDXY (TYP)
9'
8"
8"
12" THICK LAYER
CLASS B STONE
DITCH BOTTOM
PRIME NTH CLEAN METAL
DDurr a. De.ell U.1 o D.DT
l4Ll2.��i•IL�ICIi
Q °
.Q�al 4
O
.d L _14 . a
C' I d a
Q d
DITCH BOTTOM
18u d .4 ..a 4
OUTFLOW STRUCTURE (POND 3)
NTS
DRAWDOWN DEVICE-
_SCH 40 PVC PIPE
& FITTINGS
CROSS SECTION PRIME NTH CLEAN METAL
PRIME & PAINT NTH 2 PART
BLACK EPDXY (TYP)
9' 4' 7•
EX. GRADE I
Y �
8"
12" THICK LAYER
CLASS B STONE
PLANTING NOTES
1. VEGETATED SHELF SHALL BE PLANTED
WITH PLANTS SELECTED FROM THE TABLE
PROVIDED. 2 OR 3 PLANTS SHALL BE CHOSEN
FROM THE TABLE.
2. PLANT MATERIAL MAY BE AVAILABLE FROM
LOCAL WETLAND AREAS AND DITCHES. THE
CONTRACTOR SHALL VERIFY NTH THE LOCAL
OFFICE OF COASTAL AREA MANAGEMENT
WHETHER OR NOT A PERMIT IS REQUIRED TO
TAKE PLANTS FROM THESE AREAS.
3. APPROPRIATE TRANSPLANTING OR
PLANTING METHODS SHALL BE DETERMINED
ACCORDING TO PLANTS CHOSEN. (PRIOR TO
DIGGING, THE TOPS OF THE PLANTS SHOULD BE
CUT OFF TO A HEIGHT OF 4-6 INCHES. CUT OR
DIG PLUGS APPROX. 4 INCHES SQUARE MAKING
SURE TO GET FULL ROOT DEPTH. THIS PROCESS
SHOULD IMPROVE THE SURVIVAL RATE OF MOST
OF THE PLANTS.)
EX.
Ur VEGETATED SHELF —►�
COMMON
PICKEREL WEED
BLUE FLAG
ARROWHEAD DU
PERMANENT POC
WET BASIN CROSS SECTION (P
NTS
INSET A (TYP)
NTS
1/2' 0 ROUND
BARS 3' O.C.
1/4' X 6' FLAT PLAT
5' 9'
SEE INSET A
EX, GRADE
8"
FRONT VIEW
INSET A (TYP)
NTS
1/2" 0 ROUND
INSET A (TYP)
NTS
1/2" 0 ROUND
BARS 3' O.C.
1/4" X 6" FLAT PLAT
4' 9'
SEE INSET A
FRONT VIEW
8"
EX. GRADE
a
POND
TOP VIEW
7' WEIR
POND
TOP VIEW
lop,
1
DETENTION POND 2 DIMENSIONS
1" - 60,
DETENTION POND 3 DIMENSIONS
1"-60'
pp
1
DETENTION POND 2 DIMENSIONS
1" - 60,
DETENTION POND 3 DIMENSIONS
1"-60'
pp
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