SW7070219_APPROVED PLANS_20070314

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 74
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE)
YYYYMMDD

1//C/N17YMAP
N73
1. OWNER/DEVELOPER:
THE RESERVE AT HERONS RIDGE, LLC
113 SOUTH COLONIAL ROAD
SUITE 123
VIRGINIA BEACH, VA 23451
757.853.1111
PIN / 892304531016
TAX MAP: P123-28
DB 942 PG 90
BAY ISLAND RESIDENTIAL, LLC
113 SOUTH COLONIAL ROAD
SUITE 123
VIRGINIA BEACH, VA 23451
757.853.1111
PIN 111 8923327198
TAX MAP: P123-330
DB 893 PG 441
2, PROPERTY IS ZONED: R-10 AND R-15
3. SUBDIVISION ACREAGE: 47.13
AREA TO BE SUBDIVIDED: 46.87 AC
8.37 ACRES IN RIGHT-OF-WAY
5.31 ACRES IN OPEN SPACE / POND
33.19 ACRES IN LOTS
0.26 ACRES IN RESIDUAL PARCEL
SUBDIVISION ACREAGE: 46.87 AC
(R-10: 36.15 AC) LOTS 1-89
(R-15: 10.71 AC) LOTS 90-106
4. SMALLEST OVERALL LOT = 10,000 SF
5, TOTAL NUMBER OF LOTS: 106
(R-10: 89)
(R-15: 17)
6. OPEN SPACE REWIRED:
106 X 4 (4 BEDROOMS) = 424 X 108.9 = 46.173.6 SF 0.06 AC)
215,586 SF PROVIDED (4.95 AC)
(1,78 ACRES LOCATED IN POND)
OPEN SPACE FEES TO BE PAID IN LIEU OF DEDICATION
TAX VALUE X (AREA REOUIRED/TOTAL AREA OF DEVELOPMENT) = FEES TO BE PAID
$1,267,380.00 X (1.06 AC/46.87 AC) = S28,662.74
7. DRAINAGE EASEMENTS ARE AS FOLLOWS:
10' ALONG ALL INTERNAL PROPERTY LINES OF R-15 LOTS,
7' ALONG ALL SIDE PROPERTY LINES OF R-10 LOTS,
20' ALONG ALL RIGHT-OF-WAY & EXTERNAL
PROPERTY LINES
30' ON PROPERTY LINES ALONG MAJOR DRAINAGE ROUTES
(15' EITHER SIDE OF PROPERTY LINE)
(WHERE DRAINAGE EASEMENTS EXCEED TYPICAL SETBACKS,
THE SETBACKS HAVE BEEN INCREASED TO MATCH THE
DRAINAGE EASEMENTS)
8. SETBACK REQUIREMENTS:
FRONT REAR SIDE CORNER
R-10: 25' 25' 7' 20'
R-15: 35' 25' 10, 20'
• REAR SETBACKS ON LOT NUMBERS 2G-48 HAVE BEEN
SET 30' FROM WATERS EDGE (AT 30' AEC)
9. LINEAR FOOTAGE OF PROPOSED STREETS:
RESERVE DRIVE 1,400.92 LF
HOPKINS DRIVE 3,159.60 LF
NINA DRIVE 363.44 LF
SANTA MARIA DRIVE 1,111.26 LF
SANGRIA COURT 430.66 LF
PINTA CIRCLE 246.13 LF
FNSANADA DRIVE 276.66 LF
TOTAL 6,988.67 LF
10. A 20' UTILITY EASEMENT SHALL EXIST ALONG ALL RIGHT OF WAYS
11. LOTS ALONG THE CANAL HAVE A TOTAL SQUARE FOOTAGE
INCLUDING THE CANAL. AREA SHOWN IN PARENTHESIS
INDICATES AREA ABOVE SHORE LINE.
12. THIS SITE IS LOCATED IN FLOOD ZONES "X", 'SHADED X' AND "AE (EL 5)"
ACCORDING TO FEMA FLOOD MAP 3720892300 J, DATED OCTOVER 5, 2004.
13. ANY LAND DISTURBING ACIVITY WITHIN THE 30' CAMA BUFFER WILL
REQUIRE CAMA PERMIT.
14. THIS SITE HAS NO WETLANDS.
15. NO MORE THAN 30% INPERVIOUS COVERAGE CAN OCCUR WITHIN THE 75' AEC
WITHOUT A CAMA PERMIT.
16. DETENTION PONDS SHALL CONTAIN FOUNTAINS FOR AERATION.
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
1 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 APPUCABLE.
PLANNING DIRECTOR
PLAN ENDORSEMENT
DRAINAGE
WATER
SEWER
E&S
DATE
DATE
DATE
DATE
DATE
TI[E RESERVE
FOR
T IIER 01V S
CITY OF PLIZABL'TII CITY, PASQUOTANK COUNTY, NORI n CAROLINA
/
/
re
ra
n
re
rs
nr
01010101
0
Q
Oi
O Q j Q O O
OPEN SPACE
I la
CERTIFICATE OF SURVEY AND ACCURACY
I, EDWARD T. HYMAN, ,.R PLS L- 2620,
CERTIFY THAT THE SURVEY CREATES A SUBDIVISION OF LAND
WITHIN THE AREA OF A COUNTY TIIAT HAS AN ORDIANCE THAT
REGULATES PARCELS OF LAND;
I HEREBY CERTIFY THAT UNDER MY DIRECTION AND SUPERVISION
THIS PLAT, SHOWN AND DESCRIBED HEREON, WAS DRAWN FROM
AN ACTUAL SURVEY OF LAND; THAT THE ERROR OF CLOSURE IS
CALCUALTED BY LATITUDES AND DLPARTURES AND IS
1: : THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN
AS BROKEN LINES; THAT THIS PLA' WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY HAND AND SEAL THIS _ DAY OF
2006.
EDWARD T. HYMAN. JR.
LINE TABLE
LINE
BEARING
DISTANCE
L7
S69'2 '59"W
5.1 '
L2
S18'54'22"W
40.06'
L3
S26'39'57"W
31.97'
L4
S31'30'05"W
32.36'
L5
S1327'41"E
9.53'
L6
N54-35'05"E
10.92'
L7
S5523'19'E
21.01'
L8
N76.36'42"E
23.43'
L9
S5311'00"E
10.00'
L10
S6616'27'E
19.47'
Lit
S46'06'35'W
10.35'
L72
S20'30'03"W
33.18'
L13
N5537'16'E
25.76'
114
N553716'E
21.44'
CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
ARC
CHORD BEARING
CHORD DISTANCE
Ct
'1 '05'
88.31'
170.02
N 2
166.81,
C2
7939'5
5.00'
0.85'
34.76
1'16' 5'
3 03'
C3
4 2'57'
5. '
10.52'
21.03
1 '4 ' i"
21.03'
C4
99' '10'
9.27
43.20
N 3' 'W
'
C5
'
74.28
'
C6
10.07'04"
5.00'
18.15'
36.20
116' 'W
.1 '
C7
10.07'04"
5. '
22 7'
45.03
11 '28"W
.97'
08
1 79'50'39"
5.
0.9 '
34.84
1 N56*08*16"E
.09'
C9
48`11'23"
11.18'
21.03
•43"E
0. 1'
CIO
68'54'06"
4. '
60.13
N70'1 5"W
7'
C71
6 '17' 6"
4.55'
60.47
40'4 '14"W
C12
95 0'S "
54. O'
83.21
S41'36'50'E
7 .93'
C13
4 '31'
19.6 '
37.39
N69'17. 8"E
6. 2'
C14
48.11'23'
5.00'
11.18'
21.03
S71'57'54"W
4 '
C15
•09' 1"
9 8'
43.70
N 3 1'44"W
38.35,
C16
79'50'39"
.9 '
34.84
N56' '16"E
3 .09'
C17
48'11.23'
11.18'
21.03
S59'50'
0.41'
C18
1 74 '3 "
37.68'
64.58
N7 '45'18"W
6 .1 '
C19
4'1'51"
31.35'
56.01
'09'01'W
53.13'
C20
952 '52"
.90'
83.21
41 "E
7 . '
C21
42'S0'31"
19.62'
37.39
N 9'17' 8"E
'
C22
4811'
11.18'
21.03
71' Y 4'W
0 41'
C23
103'34' 5'
1.76'
45.19
N '02'W
9'
C24
52'47' 7'
5.00'
101.76'
188.91
N4 ' '19'
1 '
C26
90'10'57'
1
18 .59'
291.19
71 "W
262.05 '
C27
7 -24'06"
25.00'
19.67'
33.34
7 '1 '54'
30.92'
C28
18' '10"
175.00'.
.98'
57.43
•3 ' 'W
7.17'
C29
I T48'56"
175.00'
11.9V
23.87
S6249'29"W
23.85'
C30
3315'23"
125. '
37.3S
72.55
N50'06'16'E
71.54'
C31
6'56'13"
175.00'
10.61'
21.19
S36'56'41'W
21.17'
C32
21'16'53"
175.00'
32.88'
65.00
S51'03'14'W
64.63'
C33
2119'39'
175.00'
32.95'
65A4
S72'21'30"W
64.77'
C34
10'2C47"
125.00'
11.39'
22.72
N77'48'56"E
22.69'
C35
20'27'12"
125.00'
22.55'
44.62
N6222'57"E
44.39'
C36
11'00'18"
175.00'
16.86'
33.61
S5739'30"W
33.56'
C37
18'42'15'
17&00'
28.82'
57.13
S72'30'46'W
56.87'
C38
9'18'12"
175.00'
14.24'
28.42
S86'30'59'W
28.38'
C39
80'46'13"
25.00'
21.27'
35.24
N50'46'59'E
32.40'
C40
22'06'54"
125.00'
24.43'
48.25
NOO'39'35"W
47.95'
C41
61.38'26'
25.00'
14.91'
26.90
N4 32'14"W
25.62'
C42
7752'4r
50.00'
40.40'
67.96
S3425. 4"
62.85'
C43
51'21.31'
50.00'
24.04'
44.82
S30'12'051W
43.33'
C44
5121'31"
50.00'
24.04'
44.82
81'33'36'W
43.33'
C45
5121'31'
.00'
24.04'
44.82
N47'04'53"W
43.33'
C46
42*49.04'
50.00'
19.60'
37.37
NOOVW24"E
36.50'
C47
4018*54'
5.00'
9.18'
17.59
S0115'29"W
17.2 '
C48
4'01'02"
250.47'
8.78'
17.56
N1628'53"W
17.56'
C49
2024'22'
180.06'
32.41'
64.13
NO2'31'49" W
63.79'
C50
2'33'15"
175.00'
3. '
7.80
1 N09'07'14"E
7.80'
C51
101341'
205.00'
18.35'
36.59
S05'17'02"W
36.55'
C52
842'48'
205.00'
15.62'
31.18
SO4'11'13'E
31.15'
C53
253'58"
205.00'
5.19'
10.37
$09.59'36"E
10.37'
C54
32'07'27"
205.00'
59.02'
114.94
S27'30'18"E
113.44'
C55
256'19"
205.00'
5.26'
10.51
S45'02'11"E
10.51'
C56
3527'27"
50.00'
15.98'
30.94
N2 '46'37"W
30.45'
C57
51'47'20"
50.00'
24. 7'
45.19
NWS0'46'E
43.67'
C58
445'19'
175.00'
7.27'
14.52
N43-07'06'E
14.52'
C59
18'42'15"
175.00'
28.82'
57.13
N54-5W53"E
56.88'
C60
18'42'16'
175.001
28.82'
57.13
N73'33'08"E
56.88'
C61
23'44'51"
125.00'
26.28'
51.81
S71'01'50"W
51.44'
C62
7*46'22'
205.00'
13,93'
27.81
S55'16'13"W
27.79'
C63
112*42'13*
25.00'
37.56'
49.18
SO4'58'04"E
41.62'
C64
j 8'08'11"
1000. '
71.12'
142.01
N571 '05"W
141. 9'
C65
81'03'43'
135.00'
115.43'
191.00
S 6'51'51"W
175.46'
C66
11'17'06"
135.00'
13.34'
26.59
N6 '57'44"W
6.55'
C67
4-53'35"
950.00'
40.59'
81.13
N58'52'24'W
81,10'
C68
314'36"
950.00'
26.90'
53.78
N54'48'18"W
53.77'
C69
9'0732"
486.63'
38.83'
77.51
N46.0729W
77.42'
C70
11'3717'
511.50'
52.05'
103.75
S472 '21'E
103.57'
C71
10*37*30"
50.00,
4.65'
9.27
S5221'27-W
9.26'
C72
51'14'08'
50.00'
23.98'
44.71
S83'17'16"W
43.24'
C73
188'40'06"
50.00'
659.72'
164.64
N2314'23E
99.71'
C74
7031.44"
25.00'
17.68'
30.77
S8218'34'W
28.87'
C75
931'10'
125.
10.41'
20.77
S42'58'41"W
20.74'
C76
•3 '17"
9.55'
43.43
11' '03"
8.17'
C77
'3Wb1'
.00'
19.40
33.00
1'48'
30.6 '
C78
16'06'37"
5
.09'
71.70
1 • "W
71. '
C79
15'35'3
175.00'
.96'
47.62
6 ' 7'11'W
47. '
880
8'09'18"
17 . '
1 .48'
24.91
'49.37"W
4. '
C81
4 '50"
1
48.19'
91,99
N 1'4 '21'
89. '
C82
*09'14"
7
72.6 '
115.39
NO '44'W
04.34'
C83
17'52"
5 .00'
7a34'1
14.68
S44*51'25*F
14,68.
C84
1622'2
255.00
36.68'
72.87
S3 1'19"E
7 .6 '
C85
16 6' 7
255.00
36.84!
73.17
18• '56"
7 . '
C86
1'51'06"
255.00
4.12'
8.24
'10'
8. 4'
C87
17' 8"
25.00'
1. '
35.03
N '41'16"W
3 . 4'
C88
32' 0'51'
1
.45'
70.93
S74'5'40"W
'
689
6 9'53"
125.00-
7.10'
14.18
4'18'W
1417'
C90
13*37*53'
175
.92'
41.63
N '58'17'
41. 4'
C91
1714'06'
175.
6.
52.64
N7 24'17'
5 .44'
C92
322.06"
1 5.
5.85'
50.98
7 '17'
.6 '
C93
2610'3 '
1 5
9. '
57.11
'54"W
.6 ,
C94
5'00'20'
175.00
38.81'
76.38
N45 •45"
7 .7 '
C95
815'02'
175.00
12.62
2&20
N 6"
5.18'
C96
14'36'03"
1 5. 0'
16.01
31.85
S '56"W
31.77'
C97
113'27 5'2.5.po
38.10'
49.50
4•
41. '
C98
14'51"
25.00
3. 1'
37.20
7 '23"E
C99
411' "
17
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43.36
'
C100
431 108'
i
.16'
99.32
4 '45"
8'
C101
17'37'39"
131.
0.39'
40.46
N7r '39"
KEY:
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VICIN17YMAPNIS
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PIN: 8923 14-433301
BENNEIT, TERESA B & ELLIS W BRIGHT
DB: 795 PG: 100
ZONED: R-10 S4y /
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PIN: 8923 14430240
HOGGARD, GLENN G
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DB: 702 PG: 375
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MITS ZONED: - -- - -- --.. _..__. 73. - L-- 70--lrr234'_-._..... - - _'-'----- 1 Z �. __.. - __. - - -
.L10 � ._7 8.32. _-".__-20.71.- _ .. _ -7D.7 -- - -- --7_ _... - - --'1. ._ .._ - .3_. -_ ��a�tz oo w 16__... __ ..7ZS.9 - : �292 .-III - --- -- __. _ 1 _ -
N/F
PIN: 8923 14328738
GORDON, CHARLES F
DB: 435 PG: 503
ZONED: R-10
DEVELOPED
I>yV
\
\ N06+
\
90 \\
f
\ No \
15, 000 SF \
\ W\\
\\�. Wig\\SETBACK
35' FRONT BUILDING
(TYP.)
\
\
SING
\ i ENS
;AINAGE
P M
� /
O�PYNP9p.28
� FROND
ZONED: R-15
OF /
1 U
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OPEN SPACE
40,357 SF
(24,342 SF ABOVE PP)
a
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LEGEND
0 DENOTES PC, PT, OR CHANGE IN BEARING
PROPERTY LINE
- - - - - - - - - - - UTILITY EASEMENT
- - - - - - - - SETBACK LINE
MATCH LINE
-- --- - ---- 30' AEC
75' AEC
CITY LIMITS
CENTERLINE
FLOODZONE
® _ _ • �= CANAL (WATERS EDGE)
50'
1' 1 4' 1 5' 2' I 26'
SIDEWALK CURB PAVEMENT
N/F
PIN: 8923 424058
ETHERIDGE, JOYCE MARILYN
DB: 491 PG: 6
ZONED: R-15
AGRICULTURAL
� S0 3g
I I
R25• R3S'
I I
I 26' I
I I
/W
CUL-DE-SAC DETAIL
NTS
25' 4'
CURB SIDEWALK
STREET TYPICAL SECTION
NTS
SURFACE: 2' TYPE SF 9.5A ASPHALT
BASE: 6• ABC STONE
KEY:
ASYMMETRIC
CUL-DE-SAC DETAIL
NTS
1
2
K,
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
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N75
LEGEND
0 DENOTES PC, PT, OR CHANGE IN BEARING \ N/F
PROPERTY LINE PIN: 8923 14437969
WALTERS, LOUISE H REVOCABLE TRUST
- - - - - - - - - - - UTILITY EASEMENT ` DB: 679 PG: 477
-10
- - - - - - - SETBACK LINE ZONED: DEVELOPED
-.- MATCH LINE 1
30' AEC \ /
75 AEC /
mmumm t!8 OPITIMID CITY LIMITS /
CENTERLINE /
--� FLOODZONE
® - CANAL (WATERS EDGE) /
/
I 4
I. K
/ I M
I
N/F// 1
PIN: 8923 14437803
CARSON, JERYL S -
DB: 788 PG: 777
ZONED: R-10 +
DEVELDPEO ! j
1 /
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h
/
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/
N/F
PIN: 8923 14436731
TURNER, ROBERT C &
LINDA S WILLIAMSI I
DB: 774 PG: 658
ZONED: R-10 j
DEVELOPED r
N/F 3?IB•
PIN: 8923 14436600
FLOWERS, DON C JR & SANOR
DB: 467 PG: 259
ZONED: R-10 `r2
DEVELOPED / t
/ o
m /
/N/F / • • �rr\
PIN: 8923 14435541
TWIFORD, RUSSELL E & ROSABELLE W
DB: 657 PG: 624
ZONED: R-10
yD1 ELQPED
/ / ems• F\
rytoh / \
12. 945 SF \
(10, 000 SF)
1 27
\ / J7,809 SF
l (12,915 SF)
I r r \S F \ �� `ZO 5� / / SSA 6�/
/(+r E4
/ r✓ 26 / ^h FLOO K
+ I 1 18, 021 SF SKAOE01 ,
N/F I 1 (13, 656 SF)\
PIN: 8923 14433301 ¢Y I E• X '
BENNETT, TERESA B & EWS W BRIGHT + , ftoOOZOf'
DB: 795 PG: 100
ZONED: R-10
DEVELOPED'
14,237 SF
r / - (10,037 SK)101000
S5436'12"E-7
f' 207I,33_ I _ ` n 'n n m ( 25' FRON
SETBACK
/ / f
yhFai y
PIN: 8923 04532857
---�JEFFDRB.345R PERT D.B4 255,1 P.2
64
ZONED: R-15
DEVELOPED
S4ab�02•F -
' S53 30'OS'E
2_7 S68'27'05 E S4j•'
16.44' 17.68 `- 29.13S` s:?p
52�8�
SS3F
S22S'>16'+
•F
S2S.
03.
OS
F
C41V
RESIDUAL
PARCEL
GRAPHIC SCALE
( IN FEET )
I inch = 50 ft.
17,419 SF
• ` 29,056 SF 56.•y00�` .SR ry \
/ 39, 122 SF (11, 762 SF)
(T7, 699 SF) FLOO\DZO L
AE o `
l NE: \\
\5)�1VP�o2 hti. '•
20,732 SF�orypo2QQQi4r0
(If, 915�-
�.C4$
(6O
ti 1/ >' \ Gk
�.. \
35 l�' YN // F(OOO2pNF\ yj t; /
26,438 SF ' v n �\�/ / �� k 9 N �ah�Q?° /
/ (16,420 SF)
20,8J5
12, 408 SF)
/,N 7' SIDEBUILDING=SETBACK (TYP.) .>7T,p3 -•\�. Q20 1p
ar
lk
/c�'g53,� j / 34 \ �� i �' i f• a '•,;, �'� `-.,_ yyt• 4,ey� /
i 17949 SF / i g5 �o o 1 O • N 1 / '� _ 2 °PvP>'z •.`o
/ (14, 929 SF)
@ Q
/ g 2 ` IJ950 SFi> bhp. o
20' CORNER BUILDING \ 0 0, 000 SF) �,1- x� Jp@yp y=
SETBACK (TYP.) o \iD� 1 ( 282� S23' / w 0 �'°0-'1rp°@ M°
33 f �' 0959,9 • F ���__�. t `Oh �' A _.
10, 000 SF
S q .�
���`��@^p�`°gip /
13,596 SF\, 32 Q p
10,000 SF \ �\ / / \, , \ (10,000 sF) \ �y� 1$•4> -�� 2g E o@.^' o
BUILDING \ �' � �'3. �� •\ /y �°` $ \
'i \ od. SETBACK (TYP.) 6•0'� �' �$ p
\ 10, 780 SF \ \ / 5�5` k95h ` SSd . / / 42 �`�,n CD64-
F 7\ (0,550 SF) \ N8$ O 3, \ J/ / / ®�. m rn� 41 Q' N/F
B G ��,, soN y�\� \ 11, 724 SF �30 / PIN: 8923
3RUSSELL7E
SIB' p (10, 000 SF) / / /2EA s DB: 760 PG 534
95 6 06�3 1O'X70' NCDOT SITE `?s:?� s`� . \ ,.�...\ / / 43 _\. BUIL0/NG SE A9,s ?� ZONED: PED /
F ��. \._ /m - 1BAC .� DEVELOPED
TRIANGLE(TYP) \\ 1. / 14392SF \ /D �.�.y,
M O '�� K /
(ro 00o sr)) �M 11 \ n ��3/N r `gSf�E CAN /
`\ \ 10640 SF Y V� CS `\ \ l h l ol
(10, 000 SF ^3n
15, 095 SF
(10, 188 SF) 7N err N
20, _ ; J 1( qEc / f4,199 SF Jy j O
/ FRONT ` (10,000 SF) /
% % / / \ . \ 3.81 • Rq/NAG 21, 507 SF
E _ l �__l l 793 SF
M� Gh Fq Fi1f\ 10, 000 SFG• ✓ \7f \ \� Ca4 R1 ��\ N�3p 21'W q(12,
T (YP)0/0^\ • -, / /!
3 SF '4 \ 10,583 SF % �� `
1 i\ g{�/ n / \ /
SF) J / 3` L� mM• ' / \FS'SF A'`'S•`0G\ %> \ �@ // \ \ 3 "i J� ?$8.73• 81.88• \ /
\ h •• �( l /
vo 146.
>4•>0'
/' c 47
20' REAR �@ ` ` _ g$2g 6' \. Ss �485 SF
10, 26,
10,000 SF 369 SF (14,926 S
h h/ \
\ , A' s• EASEMENT !�a ry �' - 1 F)
h
> 10,799 SF
00 � / \�9SSg� �. /,t�2h g`�•.o^ /''� �\�� l ,isi h % ��1 � \ J '
� '
y6, � \ �J 10,500 SF / ` T � � / ' �1g3 53�W
01 \ \ 10,000 SF 4>„W ,\ / `\ ,.
o
/�- l J 10, 387 SF J l
519' �- 14,112 SF
$19 _ J 1 y (10,000 SF) l
Sys V 76 \ / \ ? - - - 1 lS EgSfME �'� /
\ 000 SF 1/ / J 33.93 NT
0, \> J N54'S0'31' 104.93 ,� tr r5 N 483 ,32- WC Sew C
25' REAR BUILDING / , ( OPEN SPACE 15• K' v fq W K
120,717 SF \ EASEMENT 138.86' to SE /vr 1 9.13•
\ OS SETBACK TYP.) � T -- /BUILDING SETBACK_ o^� 1 / BUI(D1N 1 j9.87•.
(61,361 SF IN POND) ro i
677)
10,000 SF \s ol\ \ /' p6 %- ' . to ; 66 r� / �� 1°�h 49
T SIDE BUILDING / ' '.�• &° ( O / '
\' / f0, 000 SF ro O v
SETBACK / DRAINAGE \� ` ,y� / _ Jt ' MP Lj f0, 182 SF
(EASEMENT (TYP.)
S kp • / r? �` . \ W 1 137.77• f , - s 15 M Lyc> is
25' REAR BUILDING `.
SETBACK (TYP.)
6'S r i • `to 0 0
12171 SF 1-0000SF 50
OLDING N /� \ \ 35' FRONT BUILDING r N •� I 10, 000 SF
'�7 / �' SETBACK (TYP.)
PIN: 8923/04527882
HAYNES, WILBUR GREEN JR
DB: 5850 PG: 0,793
ZONED: R-15
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ZONED R-15
49 'T DEVELOPED
7 SF l r '� 00 `��. 101162 SF
03 Op11
E 1 3 T R"w y' aE `�tioNe
dNG .
t �,� q/ T M s
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10, 000 SF
/ 35' FRONT BUILDING
SETBACK (TYP.)
)v01
1
-J�j12,904
I l
II
G`O \ 7' SIDE BUILDING
SETBACK / DRAINAGE n I
\\ 4.S EASEMENT (TYP.) ' o
2
111760 SF
N/F
;934 SF �� I PIN: 8923 04526449 I�oJ
5 ` SHIELDS, AUDREY I
DB:366
Pfl5 ZONED: R-150 j
6 AO wi DEVELOPED
OPEN SPACE:
/ { o
(9,192 SF6IN POND) /�
\N _cc
0
=`0 g r
QO
Rim
54.35' ��
4,53, C64 \ \ L9 Co
N53'71'0
5 •t 1'00"
C67 �,(` / }� t 10'X70' NCDOT SITE
79.76' ( C68 oIF
Pr`'i�) `' ® TRIANGLE (TYP) I
1 y .11J 34 .29'
�// f h
30.84' S3y1'QO" E L Y E 5/ // R ////���, /A, 0 ^ C I
W f i 35' FRONT BUILDING I� _ _ i_ U17LITY / FRONT 4
10 �+)
low U I 4 SETBACK (TYP.) _ +t_ = DRANAGE EASEMEN7.38'
yy N o 10,602 SF • �s" j O
Co M _ 8 49. -� 3
�c�10, 000 SF o m 170
I M nv m �;� 'n' 1 10,000 SF
JI2 Z z z n ^t 1'� O r 'o z C69
w r,� iZ 25' REAR BUILDING n o 10, 004 -V `°
IN N ' t SETBACK( IZ �M cc
OPEN SPACE S53'11'OO E
_�N If
N-----� L----_—� L _--i----� L __-- _—JZ 13.386 SF
L 220 REAR DRAINAGE EASEMENT (TYP) J
LIMITS .8140'_ - WF `._ _ 7.24,�.. .... �a. ,z.90_Z6 �_. .,_. >.. .97944.91' t
--- \ ---�- N61'53'22"W _ I 327.88'
cc
PIN: 8923 04526103
KLENKE, ISA 8
DB: 289 2 PG: 03 I
�- ZONED: R-15
DEVELOPED '
I
_ / I
w N/FJi N
PIN: 8923 24 PIN: 8923 04525061
CAMPBELL, HOWARD ARD & & MARILY DB: COLLINS, JAMES S & FRANCE
ZONED: PG: 211 I DB: 465 PG: 3
DEVELOPPEDED 05
ZONED: R-15
DEVELOPED
KEY:
2
1
3
3 GRAPHIC SCALE
50 0 25 50 100
I
\ { IN FEET )
1 inch = 50 &
00
N
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/� I •r/ !/ 26 TC ELEV. =6.20 q ELEV.=6.50 _...
N/F � / / / 18, 021 SF INV.=3.30 INV.=5.25 /
O
PIN: 8923 14433301 / 1 �(73, 658 _SF) �•• 6. -
f x� 77
PASQUOTANK RIVER BENNETT, TERDB: 79 B & EWS W BRIGH �/ /6 ." Sd 10, 000 SF
DB: 795 PG LIS / 0
ZONED: R-10 T
DRIVE
DEVELOPED/ _ ( / 3TA.5 50.40 _
CURB INLET #11
TC ELEV.=6.20��e
/ I r
ti INV.=1.80
100 , 37 Sr - oa PC = 4+81.87
(10, 37 78 8g
10, 000 SF 12,171 SF
�� ' SANTA MARIA DRIVE oM' n INV.=5.75 DETENTION POND A
/ STA. 4+36.00
(/_� �/ N��lA P 7 / / � CURB HIGH POINT � •a PP=61;361 SF
UIV// Y1f / /Y/A/ I / i / / / / F� h CLEELEV.66.62
NTS / / i / / '-� 24 - CURB HIGH POINT
/ DRAINAGE ELEV.=6.70
(10, 168 SF) O MANHOLE //3
Q SANTA MARIA DRIVE
, STA. 3+95.40
I / / / / //�� j w / 79 / 10, 000 SF 3%63 _ ..
LEGEND / 44
� lo,oao sF � ,
Q
LIMITS OF DISTURBED AREA b � _
PROPOSED PIPE I / / / 23 o NINA DRIVE �O -
EXISTING PIPE / SANTA MARIA DRIVE y STA 2+80.15
` / /' 15, 520 SF STA. 3+08.95 /j CURB INLET #20 '
ROAD CENTER LINE I / / / /C / /$ (10,000 SF CURB INLET #12 Ao. I TC ELEV.=6.20 O 8� SLOPI
- - 9- EXISTING CONTOUR / �`/ TC ELEV.=6.20 INV.=7.95
9.0 PROPOSED CONTOUR // / / / / INV.=3.30
EXISTING DITCH N/F I / J / / //
O Yl
-- PROPOSED DITCH PIN: 8923 14430240 / / �j
INSTALL SILT FENCE
HOGGARD, GLENN G ALONG 30' AEC
CANAL (WATERS EDGE) DB: 196 PG: 63 , �1 70, 000 SF
o PROPOSED SILT FENCE ZONED: R-10 / 1 / a�
/ / 10, 000 SF NINA DRIVE +3`
DEVELOPED .� , / 22 SANTA MARIA DRIVE STA. 2+79.87
PROPOSED SIDEWALK I / j / 14,588 W / ` / CURB INLET #13 _ v O CURB INLET #21 S ,
MATCH LINE (10,000 SF) / \ ~ TC NV E 2.20 6.20
yX, INV.=7.85
EXISTING PAVEMENT �� j �� �' R� /
o �
PROPOSED PAVEMENT INV.=1.55 1
10,191 SF INV.=1.90
RIP -RAP / ' �' ! SANTA MARIA DRIVE '`Q 10,375 SF / B6 RED
OUTFLOW RESERVE DRIVE \L-
STRUCTURE \ STA. 5+77.00
CURB HIGH POINT
66 ELEV.=7.00 /
\ CL ELEV.=7.02
10,000 SF
65 / ( C
10,000 SF
� I
o a
ca Pj
64 4i`7p.zg
57
10,099SF 10,000
RESERVE DRIVE
STA. 3+4L03
CURB INLET #2
63
TC ELEV.=6.20
10, 000 SF / 100
Y!
62
10,000 SF DRAINAGE
MANHOLE #5
RESERVE DRIV
STA. 2+23.46
- CURB4430028 STA. GH OPOINT G I INV.-7.00 1NINA0D DRIVE Q �� 3 61 CUR6IHIGH OP
SEWER MANHOLE CIULPEPPERN: 8923 �ANORA / �7y rr 14883 SF AYQ BEGIN SWALE 10, 000 SF ELEV.=6 80
DB: 5160 PG: 0639 /` I (10, 000 SF)CLPI EELEV.76.72 p#/ --- 0.3t% SLOPE STA. 1+50.00 \ Cl ELEV.=6.8:
CHECK DAM ZONED: R-10 / / !/ ... - - - . • . - , - CURB HIGH POINT �j
DEVELOPED i /// I - ELEV.=6.65 u
DRAINAGE FLOW INV.=6.50 CL 9 � \ DRAINAGE
- BENCHMARK I I ` p Q� 4/ MANHOLE #7
li DRAINAGE 50 $ \ INV.=2.00 _
DRAINAGE
DRAINAGE AREA 1
-!r}- / / SANTA MARIA DRIVE a > 8P ' \
DRAINAGE AREA 2 \ 20 STA. 0+79.39 O ^� MANHOLE #6
DRAINAGE AREA 3 N� ' \ / f /( INV.=2.55 10, 000 SF O 84 r0, 000 SF o O STA. RESER 03 65
i
\ cVI ,� 31,757 SF lx 57 \ O 59 60 INV.=2.20
PIN: 8923 14339070 / l (21,274 SFf _ Og 10, 000 SF 10, 000 SF
q
DICKMAN, BRUCE L ! I':' / / / i / / a2 HOPKINS DRIVE a 0 10,564 SF 10,000 SF 10,000 SF
& MARCIA / / , STA. 12+49.08 _ 40PKINS DRIVE 10, 111 SF
HOPKINS DRIVE
DB: ZONED:
PG: 0723 -5 HOPKINS DRIVE NINA DRIVE STA. 72+07.48 HOPKINS DRIVE 02 12, 479 SF
ZONED: R-10 I I, ; / % STA. 16+56.85 / SANTA6MARIA7DRIVE STOA.K 1N4+30200 NINA DRIVE /
STA. INLET 5 HOPKINS DRIVE STA. 8+62.64 HOPKINS DRIVE �-
DEVELOPED / / / SANTA MARIA DRIVE CURB INLET #19 STA. 0+21.21 /
P, STA. 0+25.34 CURB HIGH POINT STA. 10+27.00 RESERVE DRIVE STA. 8+14.47 -DETENTION POND
STA. 0+18.51 CURB INLET #15 ELEV.=6.80 TC ELEV.=6.20 CURB INLET #1 CURB HIGH POINT STA. 0+16.20 RESERVE DRIVE HOPKINS DRIVE '=1• PP=9,192 SF _
CURB INLET #14 E
TC ELEV.=6.20 CL ELEV.=6.82 INV.=2.35 0+3 NVE 3 30 6 20 ELEV.=6.80 CURB INLET #23 STA. 0+24.67 STA. 7+30.00 '� HOPK6 DRIVE
TC ELEV.=6.20 INV.=2.65 / CL ELEV.=6.$2 TC ELEV.=6.20 CURB INLET #24 CURB HIGH POIN STA. 6+24.22
INV.=3.30 _ ,-..- 1. - .. - INV.=2.35 / TC ELEV.=6.20 ELEV.=6.60 CURB INLET #28
Il/ �' �. I I / "i .• .. - _ _ I V.=3.50 CL ELEV.-6.62 TC ELEV.=6.20
., :-._ ., .. r .. .. .: -'.• _.: �, � , ,.. ��.
0.337 SLOPE0.33% SLOPE 1 0.48% SLOPE % SLOPE IF 6+00
0.37% SLOPE
/ fI �f �0.31% SLOPE HOPKINS DRIVE 50 R t I-F '
(� I 1 / 0.30% SLOPE �2 0.30% SLOPE
N/F I 0.37% SLOPE � -�1
PIN: 8923 14329922°t alp /� - - -_ ' 40%0.39% SLOPE
BERRY, JANE D LF EST I/ / / -. I ' i QF• / a .. -.
r
DB: 5150 PG: 0261�O HOPKINS DRIVE -
ZONED: R-10 [' �.� n / STA. 16+35.62 HOPKINS DRIVE
DEVELOPED �/ / + CURB INLET #16 STA. 12+28.28 \ HOPKINS DRIV
- _ TC ELEV =b.20 \ STA. 8+32,39
INV.=3.30 CURB INLET #17 CURB INLET #
TC ELEV.=6.20 INV.=3.30 TC ELEV: 6.2(
a/
ALL LOTS ADJACENT TO CANAL INV.=3.30 / � �•,°
SHALL BE GRADED SUCH THAT I / 78 ® rs ® ® ® 12
ALL RUNOFF FROM IMPERVIOUS I I Q 17 15 74 73 ® 11 1O 9 8
70, 000 SF 10000 -5•F tg000 SF 10, 000 SF O7
SURFACES DRAINS TO THE FRONT I ' 19 10,025 SF 10,00o sF ro,000 SF lgooa 10,000 sr 100O0 sF 10, 000 sF I
OF THE LOT INTO THE ROADWAY , ` ! 11639 SF 1 lo,000 kF
DRAINAGE SYSTEM. GUTTERS
AND DOWNSPOUTS SHALL BE / I
UTILIZED AS NECESSARY. J
'\ BEGIN SWSWALE HP
INV.=6.15 \ INV. 5.30 - INV.=6.50
I - 0.50% S1_0 0.30% SLOPE 0.30% SLOPE .. - .. .. .. .. .. .
HOPKINS LANCR.B HIG30 W / HEA_DWALL _--�\ INV_.6.00STA19+84
ARCH PIPE-i -EXINVX=G. E:0
ELEV.=9._
UO -
`
INV. OUT=-0.70 I SITE DATA: \ / N/F
EXISTING PIPE TO �!. / PIN: 8923 424058
/ \ , GF RFmnwn I nlro /ncvcl noro. PT roQIrc Invrrc uAou v.
h a
\ THE RESERVE AT HERONS RIDGE, LLC
N/F/ 113 SOUTH COLONIAL ROAD
PIN: 8923 14328738 ' I SUITE 123
\ GORDON, CHARLES F / '- VIRGINIA BEACH, VA 23451
DB: 435 PG: 503 / + I I 757.438.4517
\ ZONED: R-10 \ 2. PROPERTY IS ZONED: R-10 AND R-15
/DEVELOPE� 1 I'31.47 I
S AKA Tn K V lOnl1/I M 46 81 Ar
C3
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
DB 491 PG'•fi•�•
ZONED: R-15
AGRICULTURAL
NOTE: ALL CURB INLETS SHALL
BE PROTECTED FROM SEDIMENTATION
DURING CONSTRUCTION. SEE DETAIL
ON SHEET 11.
f
I
Y
NGRIA COURT / '`\�� CURB HIGH POINT ". TC ELEV=8.20
S. 33+�+n7 a'C,rnnlroln rnnor ELEV.=8.45 )", ITC
♦ / / / /� f \ _ ./. nn,�n ,v a.r�. .sv„ta, ., v,�v. tv.v, nv -
h/ 99LF 35X24 "\ I 4. TOTAL DISTURBED AREA: 40.77 AC `a
/ ARCH PIPE 8
5, TOTAL IMPERVIOUS AREA: 20.55 AC
PERCENT IIM ERVIOUS: 43.85%
INV. OUT- 0.7
6. SMALLEST OVERALL LOT = 10,000 SF
r
\ / / OUTFLOW / / , ;,I' '� I 7. LINEAR FOOTAGE OF PROPOSED STREETS:
STRUCTURE i= RESERVE DRIVE 1,400.92 LF
HOPKINS DRIVE 3,159.60 LF
\ NINA DRIVE 363.44 LF
SANTA MARIA DRIVE 1,111.26 LF
SANGRIA COURT 430.66 LF
\ / ! 0, I• +t ^a 1,, PINTA CIRCLE 246.13 LF
ENSANADA DRIVE 276.66 LF
TOTAL 6,988,67 LF
1�
1,y\/p �. `b �" `11111 } ` 8. A 20' UTILITY EASEMENT SHALL EXIST ALONG ALL RIGHT OF WAYS
PIN: 8923 14�26688 r c +,
ONEILL, RICHARD K & REGINNR •7 \ I 9. TOTAL NUMBER OF LOTS: 707 &OPEN SPACE
DB: 702 PG: 375 / t
ZONED: R-10 , 1 10. THIS SITE IS LOCATED IN FLOOD ZONES "X", -SHADED X" AND "AE (EL. 5)"
DEVELOPED f ACCORDING TO FEMA FLOOD MAP 3720892300 J, DATED OCTOVER 5, 2004.
11. OPEN SPACE PROVIDED: 4.96 AC
k
�/ �•' 1;1 'd .1 \12. PONDS A & C SHALL COUNTAIN FOUNTAINS FOR AERATION.
FOUNTAIN PUMP FOR POND A CANNOT EXCEED 3/a HP,
I/ FOUNTAIN PUMP FOR POND C CANNOT EXCEED )6 HP.
a DETENTION , « .
16,015.15 SF- i• SANGRIA COURT
1
HOPKINSi LANE
STA. 22+86.09
90 + \ SANGRIA COURT O} 1 I'� CURB INLET #31
75,000 SF ' u• STA 1+43.13& .- I 11 TC ELEV.-8.20
', • CURB. INLET #34 .INV.=3.68 h
+: TC €LEV.=8.20 - HOPKNS LANE
INV =3.48 / ¶ , STA. 23+10.15 '
,1 CURB INLET #32
5 `TC ELEV.=8.20
INV.=4.60
/ I 'SANGRIA COURT
%51 STA. 0+26.81
/ ' `�� 029 SANGRIA COURT HOPKINS LANE
1 : STA. 23+29.14
{Q / STA. 0+75.00 CURB INLET #33
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.
RESERVE DRIVE
0
STA. 3+48.83
CURB INLET #2
12,904 SF
TC ELEV.=6.20
INV.=3.30
x�
53
8s
111 760 SF
r
10, 934 SF
HOPKINS DRIVE /
STA. 6+26.73
/ CURB INLET #Z/ a /
TC ELEV.=6.20 +
INV.=3.50
INV. IN-1.00
INV. OUT=Q.90 � '• / /- � 1 a
14,005 SF
OJ/
12, 452 SF -1 / 10, 602 SF
o�
INV.=5.45 BEGIN 50
•� INV=7.00
0.309
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(WING ONLY
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/ 7 SITE DATA:
/ ! / 1. OWNER/DEVELOPER:
THE RESERVE AT HERONS RIDGE, LLC
PASOUOTANK RIVER 113 SOUTH COLONIAL ROAD
SUITE 123
/ VIRGINIA BEACH, VA 23451
KNEW OF / / 757.438.4517
PpR 'pi P / J 2. PROPERTY IS ZONED: R-10 AND R-15
Pip
Apo a 3. AREA TO BE SUBDIVIDED: 46.87 AC
h
SITE S? / \ aoQ�yh g 4. TOTAL DISTURBED AREA: 40.77 AC
.F 9yeG7370 �\ / ��4 ^h0'" CY Oo ry\ 5. TOTAL IMPERVIOUS AREA: 20.55 AC
t}Ly �ip�0 �O^y@�,t�e�y PERCENT IMPERVIOUS: 43.85%
P'01'o g Q>°A, hq eOq�O ` \ 6. SMALLEST OVERALL LOT = 10,000 SF
O yfi p� t�0�4r" N/F 7, LINEAR FOOTAGE OF PROPOSED STREETS:
\\� / \1 'e O4 �OtO�\ JEFFRIEP PROPERTY 0 532857 P.264 RESERVE DRIVE 1,400.92 LF
1//C/N/1YMAP \ \ \ \ / NINA DR DRIVE 33 3,44 LF
� D.B.345, P.400 D.B.426, 116 NINA DRIVE 363.44 LF
NTS \\ \ \ \ ZONED: R-15 SANTA MARIA DRIVE 1,111.26 LF
\ �� .� \ 430.6 LF
DEVELOPEQ. P NTARICIRCLERT 246.13 LF
ADRIVE 276.66 LF
TOTTOTALL 6,988.67 LF
0
8. A 20' UTILITY EASEMENT SHALL EXIST ALONG ALL RIGHT OF WAYS
9. TOTAL NUMBER OF LOTS: 107 & OPEN SPACE
PIN: 8923 14437969 \ 'V 10. THIS SITE IS LOCATED IN FLOOD ZONES "X", "SHADED X" AND "AE (EL 5)"
LEGENDWALTERS, LOUISE H REVOCABLE TRUST \ /\ __ -- -/ \ ACCORDING TO FEMA FLOOD MAP 3720892300 J, DATED OCTOVER 5, 2004.
® ■ ■ ■ `_ LIMITS OF DISTURBED AREA DB: 679 PG 477 -
ZONED: R-10 \ /� / \ \ \ \ _\ \it. OPEN SPACE PROVIDED: 4.96 AC -..
PROPOSED PIPE DEVELOPED�\ 12. PONDS A & C SHALL COUNTAIN FOUNTAINS FOR AERATION.
EXISTING PIPE
ROAD CENTER LINE `;' \ I / �-��\ \ \ FOUNTAIN PUMP FOR POND A CANNOT EXCEED )6 P.
\ �\ \ FOUNTAIN PUMP FOR POND C CANNOT EXCEED Ys HP.
- EXISTING CONTOUR
9.0 PROPOSED CONTOUR
EXISTING DITCH
PROPOSED DITCH
CANAL (WATERS EDGE) �'.;
-❑ ❑ ❑ PROPOSED SILT FENCE I I ' \ , ��
- - - l PROPOSED SIDEWALK / _ \ \\ �\ \� \ RESIDUAL PARCEL
MATCH LINE _ -\ T A_VA �� 11,419 SF
-- EXISTING PAVEMENT
PROPOSED PAVEMENT � (� I � 37
PERMIT DRAWING ONLY
NOT RELEASED FOR CONSTRUCTION
IN THE EVENT THAT THE CONTRACTOR
ENCOUNTERS SITE CONDITIONS THAT ARE
DIFFERENT THAN DEPICTED ON THESE PLANS,
�.\ i THE CONTRACTOR SHALL IMMEDIATELY STOP
29,055 SF x\ OF THE
RIP -RAP N F; / !� l/ I 39,122 SF (If,762 SF) \� �� A ��� PROBLEM. WORK & NOTIFY
ENGINEER ORROWNER ARE NOT
(9 SEWER MANHOLE PIN: 8923/14437803 (77, 699 SF) \\
CARSON, JERYL S �� / \�A �� FINANCIALLY RESPONSIBLE FOR SUCH WORK
0
DB: 788 PG: 777 \�� hry STOPPAGES OR TIME DELAYS RESULTING FROM
CHECK DAM ZONED: R-10 '- A� �. �� �'� A; $Z ^
DRAINAGE FLOW DEVELOPED 0 \,.\ \ \\ \�\� a"oe ro ADDRESSING THE PROBLEM. THE CONTRACTOR
�� o G-.•-y ACCEPTS THIS BY ACCEPTING A CONTRACT TO
l I 20, 732 SF ��- ry"ao^'<.q'q�' 7 0
11 ) PERFORM THIS WORK.
BENCHMARK /� / (,915 SF RB HIGH POINT ,_• \\ ,\. \ + �^2"vPpggto9,°w�p 0 /
/ q p
DRAINAGE AREA 1 / / / / / /I /' / INCUV.=8.00 \
DRAINAGE AREA 2
DRAINAGE AREA 3 14�0�
.. 6
(16,420 �\ 39
20, 835 SF 4IIII \ 3 / 2ry (z
12408 SF _l I
N/F
/ e m•
PIN: 8923 14436731
TULINDA S WILLIAMS Ji
DB: 774 PC: 658 ::/ I / IIII _ 34 444
ZONED: ft-0 O\ oo-`O^P,V q"e�
7
(14,929 SF) O �qDEVELOPI 13,950 SF, sj h�. oq
GRAPHIC SCALE
( IN FEET )
I inch = 50 ft
NOTIFY
ULOCO
AT
1-800-632-4949
FOR LOCATION OF EXISTING
U lLMES
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
NOTE: ALL CURB INLETS SHALL
BE PROTECTED FROM SEDIMENTATION
DURING CONSTRUCTION. SEE DETAIL
ON SHEET 11.
NOTE: ALL CURB INLETS SHALL
BE PROTECTED FROM SEDIMENTATION
DURING CONSTRUCTION. SEE DETAIL
ON SHEET 11.
(10, 000 SFf
r ALONG 30' AEC 33 P >a O 12'�3513
10, 000 SF \ \ 2 �E O°`v 4 h
\ \ \ \ 4j
r
RESERVE DRIVE
STA. 12+17.19
14,357 SF
/ (10,000 SFJ\
CURB INLET #7 CL ELEV.=6.82 �
,/ -� SANTA MARIA DRIVE TC ELEV.=6.20
N/F / / i / 1/ : NAGE
CURBS HIGH POINT / QW 1.40 MANDRAHOLE #1 ® \y 11
v RESERVE' DRIVE
PIN: 8923 14435541 �� LEV.=6.60
TWIFORD, RUSSELL E & ROSABELLE W ? CL ELEV.=6.62 STA. 10+35.07
D8: 657 PG: 624 / p 73 INV.=1.90 . , ....�_
ZONED: R-10
J O L \
1 O
w
DEVELOPED' / / ,� / 1 � ,.-...
r 12, 438 SF o 4,5 O 10, 000 SF 71 2 \.
/ _.
(10,281 SF) � /I _ � 3 SF
flMANHOLE 1056 "
DRAINAGE
SA TA MARIA DRIVE �� 1 yy
STA. 8+63.20 �t
INV.=1.30 74 70 \
(� 1
28 oh
72.945 SF 9 to,000 SF 10,369 SF g ASERB DRIT. VE
/(70,000 SF) 69 I CURB INLET 02
% _ SANTA MARA DRIVE INV.=4.90 NV.=0.75 10799 SF TC ELEV=6.20
I STA. 7+02.72 INV.=2.30
TC ELEV.=s.2o ,/ I
68
/ / J _17,809 SF INV.=3.30 SANTA MARIA DRIVE (12, 915 A. SF) ST7+20.58 10500 SF � \
CURB INLET #9 10, 000 SF /
TC ELEV.=6.20 4,1f 7
INV.=1.55
`> DRAINAGE
/ /, ' '�-�SSANTA MARIA DRIVE - pQ SANTA MARIA DRIVE 76 INV=0.90
i STA. 5+55.75 - STA. 6+42.00"
1 �, ' I l'/ 26 TC RELEV 6.2010 0 6� CH POINT 10,000 SF
ELEV.=6'50
/ / P%'�ll 18, 02f SF INV.=3.30 7• CL ELEV=6.52 INV.=5.25 / �.'..'+.• �`'•c'=•. ..
1 STRUCNRE
N I 1 (1$ 658 SF) 77
PIN: 8923 14433301 / ;,/
BENNETT, TERESA B & EWS W BRIGHT I ' 't / .r sip 70, 000 SF 66 \
ii
DB: ZONED:
PG: 100 / 1 -.r
ZONED: R-10 / / I � SANTA MARIA DRIVE / � � f0, 000 SF
DEVELOPED TA. 5+50.40 '
CURB INLET #11
TC ELEV=6.20 1�\
I4V.=1.80
14,237 SF a p0 /
J r
(70, 037 SF) / = 4+81.87 O
10,000 SF 12, 65 /
171 SF \
SANTA MARIA DRIVE o p INV.=5.75 � 10, 000 SF
/ STA. 4+36.00
/ .7 / ' / r ' CURB HIGH POINT 1",61 SF
CI E6.80
ri FA9
SANTA MARIA DRIVE
32 STA. 10+93.10 j4 \\ CURB INLET #4 IJ596 SF
/ CURB INLET #3 5 1y TC ELEV.=6.20
N// 10,000 SF TC NVE3.006.20 INuX'2.15 \(JO, 000
PIN: 8923 14436600 , I' / � I I I-'� I I SANTA MARIA DRIVE 4 -
FLOWERS, DON C JR & SANDR / DB(CURI STA. 10+06.O00INT
ZONED: R-10 59ELEV 6' S0 P
DEVELOPED / 1 !' 70. 780 SF
00,550 SF . " �tl ESERVE DRIVE p
SANTA MARIA DRIVE OQ 11, 724 SF
STA. INLET 8 6% SANTA MARIA DRIVE '� (10,000 SF) O \
CURB INLET #6 03 6 S F ,..
E � STA. 10+91.85 Z 43
/ TC ELEV.-6.20 SLOQ CURB INLET #5
INV.=3.50 Q,,$% TC ELEV.=6.20 14,392 SF
7 INV.=1.65 \(10,000 SF)
30 3 RESERVE DRIVE �
I (/ 10640 SF _ STA. 10+03.00 A
14 095 SF / / SANTA MARIA DRIVE - CURB HIGH POINT \
l / (10188 SF) STA. 9+22.88 ELEV.=6.80
)LE #1
.0
5+77.00
HIGH P(
l � _
_ IN. RD. 0453177E /\
TIN: 89. R045ELL317 E j \\
DB: 760 PG: 534
ZONED: R-15
DEVELOPED ^
14,199 SF
(10,000 SF)
IERVE DRIVE 02,7g3��
,. 7+99.67 S\ 1
2B INLET #1
E1 EV.=6.20 \ \ II
\ \ 485 �(14, 3FF
INSTALL SILT FENCE
ALONG 30' AEC
` III.- rll lil�J
DRAINAGE 14,112
SF
RIMN 700E #1 (10, 900 SF)
INV 0.55
INV I
WV I
49 /
n
10, 182 SF
i
/ 1
l 50
f0, 000 SF
\ N/F
1/
J
N/F
PIN: 8923 04527882
24" RGP
HAYNES, WILBUR GREEN JR
-213
DB: 5850 PG: 0793
-1.73
ZONED: R-15
DEVELOPED -_
00
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LEGEND
- LIMITS OF DISTURBED AREA
PROPOSED PIPE
EXISTING PIPE
—
ROAD CENTER LINE
.o- —
EXISTING CONTOUR
9.0
PROPOSED CONTOUR
— —
EXISTING DITCH
- -
PROPOSED DITCH
--- --- -
CANAL (WATERS EDGE)
PROPOSED SILT FENCE
PROPOSED SIDEWALK
MATCH LINE
EXISTING PAVEMENT
PROPOSED PAVEMENT
RIP -RAP
®
SEWER MANHOLE
CHECK DAM
DRAINAGE FLOW
BENCHMARK
DRAINAGE AREA 1
DRAINAGE AREA 2
DRAINAGE AREA 3
65 %
10, 000 SF
PT
64
10,099 5F
12,1479 SF
�\ O5
f4,005 SF
d SWALE
7.00
SITE DATA:
_ 1. OWNER/DEVELOPER:
THE RESERVE AT HERONS RIDGE, LLC
113 SOUTH COLONIAL ROAD
SUITE 123
VIRGINIA BEACH, VA 23451
757.438.4517
2. PROPERTY IS ZONED: R-10 AND R-15
3. AREA TO BE SUBDIVIDED: 46.87 AC
4. TOTAL DISTURBED AREA: 40.77 AC
5. TOTAL IMPERVIOUS AREA: 20.55 AC
PERCENT IMPERVIOUS: 43.85%
6. SMALLEST OVERALL LOT - 10,000 SF
7. LINEAR FOOTAGE OF PROPOSED STREETS:
RESERVE DRIVE 1,400.92 LF
(— HOPKINS DRIVE 3,159.60 LF
I NINA DRIVE 363.44 LF
SANTA MARIA DRIVE 1,111.26 LF
/ SANGRIA COURT 430.66 LF
PINTA CIRCLE 246.13 LF
ENSANADA DRIVE 27666 LF
/ TOTAL 6,988.67 LF
/ 8. A 20' UTILITY EASEMENT SHALL EXIST ALONG ALL RIGHT OF WAYS
9. TOTAL NUMBER OF LOTS: 107 & OPEN SPACE
I 10. THIS SITE IS LOCATED IN FLOOD ZONES "X", "SHADED X" AND "AE (EL. 5)"
ACCORDING TO FEMA FLOOD MAP 3720892300 J, DATED OCTOVER 5, 2004.
/ 11. OPEN SPACE PROVIDED: 4.96 AC
12. PONDS A & C SHALL COUNTAIN FOUNTAINS FOR AERATION.
/ FOUNTAIN PUMP FOR POND A CANNOT EXCEED 'Y4 HP,
FOUNTAIN PUMP FOR POND C CANNOT EXCEED )6 HP.
GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft
cob
If
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
NOTE: ALL CURB INLETS SHALL
BE PROTECTED FROM SEDIMENTATION
DURING CONSTRUCTION. SEE DETAIL
ON SHEET 11.
NOTE: ALL CURB INLETS SHALL
BE PROTECTED FROM SEDIMENTATION
DURING CONSTRUCTION. SEE DETAIL
ON SHEET 11.
'ERMIT
NOT RELEAl
RAWING ONLY
FOR CONSTRUCTION
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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
SECTION
TOF
T— OF BANK
BOTTOM OF DITCH
LAYER OF #5 -
WASHED STONE
4" THICK
L-- CLASS B STONE
PROFILE 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
Ir✓ e' MAX
I
MAX. HEIGHT
18"
GTH AS NECESSARY
INSURE STABLE INSTALLATION
FILTER
BACKFILL MINIMUM
8" GRAVEL OR
COMPACTED SOIL
1. FILTER FABRIC SHALL BE EXTRA STRENGTH FABRIC t�!
CAPABLE OF MEETING 50LB/UN. INCH.
2. FABRIC SHALL HAVE A SLURRY FLOW RATE OF
0.3 GAL/SQFT/MIN.
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
EARTH OR GRAVEL
5. INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFALL
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE FOR THE NEXT RAIN.
6. REMOVE FENCING AS THE DRAINAGE AREA IS STABILIZED.
f5
14"
"V" TRENCH —�
UNDISTURBED SOIL
SILT FENCE DETAIL
NTS
X 4"
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
S ALL NOT BE DONE WHEN
THEPULVERIZERS DRAG HARROWS. THE PREPARATION � SEEDBED SHALL USE OF S, OR
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.
ZL9SNLIIiLe•
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 ACCEPTABLE
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 REDONE AS NECESSARY.
SEEDING & MULCHING
WITH GRATE
SECTION VIEW
BLOCK AND GRAVEL DROP INLET PROTECTION
NTS
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 STABIUZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH I INTENDED T Y S0 SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE NTH 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 PLANTING DATES
1. KENTUCKY 31 FESCUE 5 #/1000 SF MAR. 15 - MAY 1
AUG. 15 - OCT. 15
2. COMMON BERMUDl GRASS 2 #/1000 SF MAY 1 - .NNE 30
(HULLED)
3. PEARL MILLET 2 #/1000 SF MAY 1 - OCT. 1
4. FESCUE 5 #/1000 SF OCT. 15 - MAR. 15
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RIP RAP PAD
TOP ELEV. (RRPAD)
PERMANENT
GRADE 20' SURFACE
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FOREBAY AREA CROSS SECTION
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A. NCDOT #5 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.
,1TPy
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TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
CLASS "B" EROSION CONTROL STONE
STONE DEPTH 22.5" TOP OF BANK
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_.TER OF FINE GRAVEL
OR WOVEN GEO-TEXTILE
RIP -RAP OUTLET APRON
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 WITH THE LOCAL OFFICE
OF COASTAL AREA MANAGEMENT WHETHER OR NOT A
PERMIT IS REWIRED 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.)
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NTS
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
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DETENTION ROMbbiDIMENSIONS
DETENTION PAMWWIMENSIONS
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STORAGE
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1' = 50'
'K 7 10 YR - 2.97
6" SCH 40 PVC PIPE,
FEMALE ADAPTER &
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4'
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BARREL
I 49' X 33' ARCH
6" I I
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#57 WASHED STONE
PRIME W1TH CLEAN METAL
DRAWDOWN DEVICE- PRIME & PAINT WITH 2 PART
SCH 40 PVC PIPE & BLACK EPDXY (TYP)
FITTINGS 1/2" • ROUND
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6"
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35" x 24" CMP ARCH PIPE
6' I I
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8"
ANTI -SEEP COLLARS TO BE
PLACED MIDWAY BETWEEN
STRUCTURES AND SPACED
18" APART
CONCRETE BOTTOM AND TOP OF SRUCTURE
SHALL BE REINFORCED WITH /4 REINFORCEMENT
BARS 8' O.C. EACH WAY, REINFORCEMENT BARS
SHALL NOT BE PLACED CLOSER THAN 3" TO ANY
EXPOSED EDGE OF CONCRETE. WALLS MAY BE
CONSTRUCTED WITH 4" X 8" X 16" SOLID
CMU'S OR CAST IN PLACE CONCRETE.
ARCH PIPE CMP
OUTFLOW STRUCTURE -
NTS
8"
ANTI -SEEP COLLARS TO BE
PLACED MIDWAY BETWEEN
STRUCTURES AND SPACED
18" APART
CONCRETE BOTTOM AND TOP OF SRUCTURE
SHALL BE REINFORCED WITH /4 REINFORCEMENT
BARS 8" O.C. EACH WAY. REINFORCEMENT BARS
SHALL NOT BE PLACED CLOSER THAN 3' TO ANY
EXPOSED EDGE OF CONCRETE. WALLS MAY BE
CONSTRUCTED WITH 4" X 8" X 16" SOLID
CMU'S OR CAST IN PUCE CONCRETE.
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6' I ARCH PIPE
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NTS
B.
ANTI -SEEP COLLARS TO BE
PLACED MIDWAY BETWEEN
STRUCTURES AND SPACED
18" APART
CONCRETE BOTTOM AND TOP OF SRUCTURE
SHALL BE REINFORCED 'MTH /4 REINFORCEMENT
BARS 8" O.C. EACH WAY. REINFORCEMENT BARS
SHALL NOT BE PLACED CLOSER THAN 3' TO ANY
EXPOSED EDGE OF CONCRETE. WALLS MAY BE
CONSTRUCTED WITH 4" X 8" X 16" SOLID
CMU'S OR CAST IN PLACE CONCRETE.
3• ` I I I 35" x 24" GMP
ARCH PIPE
5• I • DRAWOOWN
SECTION A —A
INSET A (TYP)
NTS
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A. CITY OF ELIZABETH CITY UTILITY EASEMENT
1. A UTILITY EASEMENT FOR THE INSTALLATION AND MAINTENANCE OF PUBLIC SERVICES SUCH AS
ELECTRIC, GAS, TELEPHONE AND CABLE TELEVISION SHALL BE DESIGNATED ALONG THE ROAD
FRONTAGE OF ALL PROPERTY. THE WIDTH OF SUCH EASEMENT SHALL BE A MINIMUM OF
TWENTY (20) FEET.
2. A UTILITY EASEMENT FOR THE INSTALLATION, MAINTENANCE AND OPERATING OF SERVICES
SHALL BE DESIGNATED ALONG THE SIDES OF EACH PROPERTY WITH A MINIMUM WIDTH OF FIVE
( FEET AND ALONG THE BACK OF EACH PROPERTY WITH A MINIMUM WIDTH OF TEN (10)
3. THE EASEMENT SHALL BE OUTSIDE OF ALL SIDEWALKS, CURB, GLITTERS, ETC. AND BE
PARALLEL AND CONTIGUOUS WITH THE APPLICABLE ROAD RIGHT-OF-WAY OR PROPERTY LINE.
4. THE INSTALLATION OF UNDERGROUND SERVICE LINES SHALL BE COORDINATED WITH THE
APPROPRIATE UTILITY COMPANY. THE OWNER, CONTRACTOR, OR DEVELOPER SHALL CONTACT
THE SERVICE SUPPLIER PRIOR TO THE INSTALLATION OF ANY SERVICE, TEMPORARY OR
PERMANENT. THE SUPPLIER OF SAID SERVICE SHALL THEREAFTER BE DEEMED TO HAVE A
DEFINITE AND PERMANENT EASEMENT ON THE PROPERTY CONSISTING OF A FIVE (5) FOOT
STRIP EXTENDING TWO AND ONE HALF (2.5) FEET ON EACH SIDE OF THE SERVICE LINE.
THIS EASEMENT WALL EXTEND FROM THE SERVICE EQUIPMENT TO THE SERVICE ENTRANCE
AT THE STRUCTURE. THE PURPOSE OF THIS EASEMENT IS FOR THE INSTALLATION,
MAINTENANCE, AND REPAIR OF SERVICE EQUIPMENT.
B. INSTALLATION
1, WATER LINES, SEWER LINES, AND STORM DRAINAGE SHALL BE INSTALLED WITHIN THE ROAD
RIGHT-OF-WAY AND SHALL COMPLY WITH ALL APPLICABLE CODES AND REQUIREMENTS OF THE
STATE OF NORTH CAROLINA AND THE CITY OF ELIZABETH CITY.
2. ELECTRIC POWER, NATURAL GAS, CABLE TELEVISION, AND TELEPHONE LINES SHALL BE
INSTALLED WITHIN THE TWENTY (20) F00T EASEMENT IN ACCORDANCE WITH THE PLAN UTILITY LAYOUT AS
SHOWN HEREON, WITH THE EXCEPTION OF ROAD CROSSINGS. THE OWNER, DEVELOPER, OR
CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE NECESSARY ROAD CROSSINGS WITH
THE UTILITY COMPANIES. ROAD CROSSINGS SHALL BE INSTALLED PRIOR TO THE COMPLETION OF
THE FINAL ROAD BED. THE FINAL COMPACTED ROAD IS THE RESPONSIBILITY OF THE ROAD
CONTRACTOR.
3. ALL CABLES, CONDUITS, PIPES, AND TUBING FOR THE SERVICE OF ELECTRIC POWER, NATURAL
GAS, TELEPHONE, OR CABLE TELEVISION SHALL BE UNDERGROUND OR AS AGREED UPON BY THE SERVICE
PROVIDER AND THE CUSTOMER. THE SERVICE EQUIPMENT SHALL BE ABOVE GROUND. SOME
EXAMPLES OF SERVICE EQUIPMENT ARE AS FOLLOWS, BUT NOT LIMITED TO:
A. ELECTRIC DISTRIBUTION TRANSFORMERS, SECONDARY PEDESTALS, METER PEDESTALS,
SWATCH GEAR, STREET LIGHTING POLES, TRAFFIC SIGNAL POLES AND EQUIPMENT,
TELEPHONE PEDESTALS, CABLE TELEVISION PEDESTALS, RADIO ANTENNAE, VALVES.
B. SERVICE CONNECTIONS SUCH AS GAS AND ELECTRIC METERS, TELEPHONE AND CABLE
TELEVISION TERMINATION ENCLOSURES.
C. TEMPORARY EQUIPMENT FOR EMERGENCY SERVICE OR RELATED TO A CONSTRUCTION
PROJECT.
D. EXISTING EQUIPMENT ABOVE GROUND PRIOR TO THE NEW SUBDIVISION SHALL REMAIN
ABOVE GROUND AND THE SUPPLIER HAS THE RIGHT TO MAINTAIN AND REPAIR SAID
EQUIPMENT.
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2'- 0" VALLEY GUTTER
NTS
C.L. F. & G.=Di-840.03 BY CAPITOL FOUNDRY
OF VA., INC., OR EQUAL, HEAVY DUTY
CASTING, TOTAL WEIGHT = 550 LBS.
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.
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NOTE: ALL MATERIAL AND INSTALLATION TO
MEET MIN. SPECIFICATIONS OF NCDOT "
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STANDARD SPECIFICATIONS FOR ROADS
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INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM. PLUS
0 TO
16' IN EACH DIM.
IVERTT...
8" SEWER BRICK MASONRY (SOLD)
SET MASONRY WALL FLUSH
W/ BELL END OF CULVERT
SEE PLANS FOR
CULVERT TYPE &
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—COMPACT SUBGRADE TO
4. ALL PROPERTY CORNERS SHALL BE LOCATED AND CLEARLY MARKED PRIOR TO THE INSTALLATION
OF ANY UTILITIES. LOT NUMBERS SHALL ALSO BE SHOWN AS A REFERENCE FOR THE PLACEMENT
OF SERVICE EQUIPMENT.
5. THE UTILITY EASEMENT SHALL BE MARKED OR SUFFECIENT REFERENCE POINTS BE INSTALLED IN
ORDER THAT EACH UILITY WALL BE CAPABLE OF DETERMINING THEIR ASSIGNED SPACE WITH THE
EASEMENT.
C. ENCROACHMENTS:
1. LAWNS AND LANDSCAPING SHALL BE PERMITTED ON THE EASEMENTS, LANDSCAPING SHALL
CONSIST ONLY OF LOW GROWING PLANTS OR ORNAMENTAL SHRUBBERY. TREES THAT ARE
EXPECTED TO GROW TO A HEIGHT OF MORE THAN SIX (6) FEET ARE NOT PERMITTED. TREES OR
VEGETATION REQUIRING HEAVY MECHANICAL EQUIPMENT TO INSTALL SHALL NOT PERMITTED.
QU QU ALL 0 BE
THE UTILITY COMANIES SHALL NOT BE HELD RESPONSIBLE FOR DAMAGE TO LAWNS OR
LANDSCAPING ON THIS EASEMENT DURING NORMAL MAINENANCE OR EMERGENCY SERVICE
RESTORATION.
2. NO BUILDING, STRUCTURE OR PART THEREOF SHALL ENCROACH UPON THE UTILITY EASEMENT.
3. NO OFF STREET PARKING AREAS OF PAVEMENT OR CONCRETE SHALL BE PERMITTED ON THE
UTILITY EASEMENT WITHOUT PRIOR WRITTEN APPROVAL OF ALL UTILITY COMPANIES THAT WILL
UTIUZE THE EASEMENT.
4. THE EASEMENT SHALL NOT BE OBSTRUCTED IN ANY WAY AS WITH THE STORAGE OR STOCK PILING
OF MATERIALS SUCH AS DIRT, GRAVEL, STONE, ETC.
S. NO TREES, SHRUBBERY, OR VEGETATION OF ANY KIND SHALL BE ALLOWED WITHIN A TEN (10)
FOOT RADIUS OF ANY SERVICE EQUIPMENT.
D. GENERAL
1. THE OWNER OF EACH LOT SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE UNDERGROUND
FACILITIES LOCATED INSIDE THE EASEMENT ON HIS PROPERTY. THEY SHALL PREVENT ANY
SUBSTANTIAL CHANGE OF GRADE OR ELEVATION AND CONSTRUCTION OF ANY KIND THAT MAY
DAMAGE THE UTILITIES WITHIN THE EASEMENT.
2. DAMAGE CAUSED BY THE NEGLIGENCE OF THE OWNER OR HIS AGENTS SHALL BE THE
RESPONSIBILITY OF THE OWNER. HE SHALL PAY FOR THE REPAIR, REPLACEMENT, OR RELOCATION
OF THE DAMAGED FACILITY.
3. EACH UTILITY COMPANY SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THEIR UNDERGROUND
FACILITY.
4. EACH UTILITY COMPANY THROUGH ITS EMPLOYEES, CONTRACTORS, OR AGENTS SHALL AT ANY
AND ALL TIMES HAVE ACCESS TO THE EAEMENTS FOR THE PURFOSE OF INSPECTING, INSTALLING,
REMOVING, REPAIRING, OR REPLACING THEIR FACILITY OR ANY PROTION THEROF.
5. THE FINALLY APPROVED PLAT SHALL SHOW ALL EASEMENTS AND SHALL INCLUDE A STATEMENT
STIPULATING RESTRICTIONS OF SAID EASEMENTS. THE STTEMENT SHALL ALSO INCLUDE THE
INGRESS AND EGRESS RIGHTS ASSIGNED TO THE UTILITY COMPANIES FOR ACCESS TO THEIR
FACILITIES AT ALL TIMES FOR REPAIRS AND MAINTENANCE.
A. ANY CHANGES TO THE PLAT SUBSEQUENT TO THE GOVENING AUTHORITYS APPROVAL
SHALL BE SUBMITTED TO THAT AUTHORITY IN WRITING AND CHANGES MADE TO THE PLAT
BEFORE RECORDING.
B. THE INDIVIDUAL UTILITY COMPANY AT ITS OPTION MAY REQUIRE THE EXECUTION OF THEIR
STANDARD EASEMENT AGREEMENT.
6. THE FINALLY APPROVED PLAT SHALL BE DULY RECORDED IN THE PROPER COUNTY REGISTER OF
DEEDS OFFICE AND BE MADE A PART OF THE LAND RECORDS OF THE APPROPRIATE TOWN OR
CITY, COUNTY, AND STATE.
7. EACH UTILITY COMPANY RESERVED THE RIGHT NOT TO SUPPLY UNDERGROUND SERVICE WHEN, IN
ITS JUDGEMENT, IT IS IMPRACTICAL OR CONTRARY TO SOUND OPERATING OR ENGINEERING
PROCTICES TO DO SO. EXAMPLES MAY INCLUDE INUSUALLLY ROUGH TERRAIN, WET LANDS,
UNUSUAL LOT LAYOUTS IN THE SUBDIVISION, LARGE QUANTITIES OF ROCK, OR UNSUITABLE DIGGING
CONDITIONS.
8. IT IS IMPORTANT THAT CLOSE COORDINATION EXIST BETWEEN THE DEVELOPER OR OWNER AND THE
DIFFERENT UTILITIES. IT IS THE RESPONSIBILITY OF THE DEVELOPER OR OWNER TO NOTIFY AND
COORDINATE THE INSTALLATION OF THE UTILITIES TO ACCOMOLISH AN ORDERLY CONSTRUCTION OF
THE NEW SUBDIVISION.
9. ALL FACILITIES SHALL BE INSTALLED AND CONSTRUCTED TO COMPLY WITH ALL APPLICABLE LOCAL,
COUNTY, STATE, AND FEDERAL CODES AND REGULATIONS.
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.
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FRONT VIEW
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4' TRANSITION FROM 24"
1' 4' S' 2' 26' V
S' 4' 1
ROLL CURB TO STANDARD 3W
CURB AND GUTTER PROFILE
SIDEWALK CURB PAVEMENT CURB SIDEWALK
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PLAN VIEW
SURFACE: 2" TYPE SF 9.5A ASPHALT
BASE: 6" ABC STONE
CURB TRANSITION AT
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TOP WIDTH
DEPTHf\J�\�
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ADJOINING \%P IT , THE RESERVE ""
PROPERTYLR
\_EX. PROPERTY LINE GRADE POINT
NOTE: DITCH
ALL DITCH CONSTRUCTION MUST REMAIN ON THE RESERVE SUBDIVISION
PROPERTY AND SHALL NOT DISTURB THE ADJOINING PROPERTY. UNDER NO
CIRCUMSTANCES IS THE CONTRACTOR TO ENCROACH ON THE ADJOINING
PROPERTY WIT CONSTRUCTION OR EQUIPMENT.
NEW DITCH SECTION .
NTS
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.
NEW DITCH SECTION
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