SW7070212_APPROVED PLANS_20070301

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7D
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0Lb
YYYYMMDD

VICINITY MAP
NTS
,Olj-
_
1 4
ILr,
N
I
9'�
N/F
$93
I
'P
a
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I
WESLEY TAFT HEIRS
W
N/F
HERMAN LEE JR. & MADELINE COX
D.B. 62, PG. 75-
ZONED: R-15
-
I
D.B. 724, PG. 426
ZONED: R-10 I
WOODLAND.
DEVELOPED
/
Al
DETENTION POND SURFACE AREA
ZONED B:.W
30,019 SF = 0.69 AC
AL
ZONED R-10
,s j.
y-0�' / � A7•
a�l,
SITE DATA:
1. OWNER/DEVELOPER:
DON S. WILLIAMS, SR.
P.O. BOX 44
CURRITUCK, NC 27929
[phone]
2. TAX MAP # P89-10
PIN # 891303135266
DB 748, PG 530
THIS PROPERTY IS ZONED: R-10
3. TOTAL TRACT: 19.52 AC
AREA TO BE SUBDIVIDED: 19.52 AC
AREA DEDICATED TO RIGHT-OF-WAY: 2.24 AC
OPEN SPACE AREA: 5.61 AC
LOT AREA• 11.67 AC
TOTAL 19.52 AC
4. TYPICAL BUILDING SETBACK:
FRONT YARD = 25'
REAR YEAR = 25'
SIDE YARD = 7'
SIDE YARD (CORNER) = 15'
LOTS THAT CONTAIN WETLANDS SHALL OBSERVE WETLAND
LIMITS AS REQUIRED SETBACKS. WHERE THEY EXCEED
THE PRESCRIBED SETBACK.
WHERE DRAINAGE EASEMENTS EXCEED TYPICAL SETBACKS,
THE SETBACKS HAVE BEEN INCREASED TO MATCH THE
DRAINAGE EASEMENTS.
5. DRAINAGE EASEMENTS ARE AS FOLLOWS:
7' ALONG ALL INTERNAL PROPERTY LINES,
20' ALONG ALL RIGHT-OF-WAY
25' ALONG REAR PROPERTY LINES
15' MINIMUM ALONG EACH SIDE OF PROPERTY LINES
ALONG ANY LOT LINE THAT IS PIPED (AS SHOWN)
30' ALONG SOUTH SIDE OF LOT 28
6. SMALLEST OVERALL LOT = 10,000 SF
7. LINEAR FOOTAGE OF PROPOSED STREETS:
SAVIN WOODS COURT 903.39 LF
SAVIN ROAD 922.52 LF
TOTAL 1,825.91 LF
8. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT
PROPERTY LINES.
9. TOTAL NUMBER OF LOTS: 45 + OPEN SPACE
10. THIS SITE IS LOCATED IN FLOOD HAZARD ZONE "AE"
(ELEV. 8.60) AS SHOWN ON F.I.R.M. PANEL 3720891300J
DATED OCTOBER 5, 2004.
11. TOTAL OPEN SPACE REQUIRED:
45 X 3.2 (3 BEDROOMS) = 144.00 X 108.9 = 15,681.60 SF (0.36 AC)
OPEN SPACE PROVIDED: POND AREA - 0.69 AC
UPLAND AREA - 0.52 AC
WETLAND AREA - 4.40 AC
TOTAL 5.61 AC
OPEN SPACE FEES TO BE PAID IN LIEU OF DEDICATION
TAX VALUE X (AREA REQUIRED/TOTAL AREA OF DEVELOPMENT) = FEES TO BE PAID
1128,700.00 X (0.36 AC/19.52 AC) = $2,373.57
12. DETENTION POND TO BE AERATED.
13. LOTS ALONG WETLANDS HAVE A TOTAL SQUARE FOOTAGE INCLUDING
THE WETLANDS. SQUARE FOOTAGE IN PARENTHESIS INDICATES AREA
OF LOT ABOVE WETLANDS.
14. ALL DRAINAGE/UTILITY EASEMENTS, SHALL REMAIN FREE OF SUBSTANTIAL
STRUCTURES AND THE REPAIR TO ANY STRUCTURE OR LANDSCAPING IN THE EASEMENT
FOLLOWING ACCESS TO FACILITIES BY THE CITY SHALL BE AT THE EXPENSE OF THE
PROPERTY OWNER.
Mrcrroul
0
CHANGE IN BEARING, PC, PT
BOUNDARY
- - - - -
- - - - - - -
404 WETLAND LIMITS
PROPOSED PROPERTY LINE
-
R/W LINE
-
-
PROPERTY EXTENSION
-
BUILDING SETBACK
-
- - -
UTILITY/DRAINAGE EASEMENT
CITY LIMITS
�:'_'
WETLAND AREA
NON -ENCROACHMENT ZONE
OPROPOSED
STOP SIGN
O®
PROPOSED STREET SIGN
N/F _.� ba � / � � C)
GEORGE H. & SHELLY L. COX
D.B. 858, PG. 840
ZONED: R-10 _ ^ �\ /4
T DEVELOPED 6 / 1,0 / / \ \ y�2 10,000 SFI
1
j
121683 SF �, GK �hp�1�`L , �/ 7g6'33'
SIDE \ �'29� 1 "� / / c'1ti6y . � 15 57 J8
air _
N
N
alb.
an
/ 11/' SETBACK c, % � OPEN SPACE AREA
`b6
� ^ Ji 10, 194 SF / / F, / � � UPLAND AREA: 0.52 AC
6
\�o p / WETLAND AREA: 4.40 AC
�/ 10'x70' NCDOT �• / �� 'J / ^. Ste.
15 �' SITE TRIANGLE
CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
ARC
CHORD BEARING
CHORD DISTANCE
Cl
13'27'18"
200.00'
23.59'
46.97
S27'39'23"W
46.86'
C2
16'36'37"
200.00'
29.20'
57.98
S42'41'20"W
57.78'
C3
16'36'37"
200.00'
29.20'
57.98
S59'17'57"W
57.78'
C4
6'59'08"
200.00'
12.21'
24.38
S71'05'49"W
24,37'
C5
68'49'38"
25.00'
17.13'
30.03
N40'10'34"E
28.26'
C6
58'22'33"
50.00'
27.93'
%94
S34'57'02"W
48.77'
C7
15431'59"
50.00'
221.26'
134.86
N38'35'42"W
97.54'
C8
37-42'33"
50.00'
17.07'
32.91
N57'31'34"E
32.32'
C9
28`19'03'
150.00'
37.84'
74.14
S62'13'18"W
73.38'
C10
117-04'00"
25.00'
40.85'
51.08
S10'28'14"E
42.65'
C11
21'34'47"
225.00'
42.88'
84.74
N58'12'50"W
84.24'
C12
14'56'21"
225.00'
29.50'
58.67
N39'57'16"W
58.50'
C13
14-56'21"
225.00'
29.50'
58.67
N25'00'55"W
58.50'
C14
14'56'21"
225.00'
29.50'
58.67
N10'04'34"W
58.50'
C15
7'59'50"
225.00'
15.73'
31.41
NO7'23'32"E
31.38'
C16
10'31'47"
275.00'
25.34'
50.54
N10'39'21"E
50.47'
C17
628'31"
275.00'
15.561
31.08
N19'09'29"E
31.06'
C18
19'24'20"
180.00'
30.78'
60.96
N32'05'55"E
60.67'
C19
36*25'18"
180.00'
59.22'
114.42
N60'00'44"E
112.51'
C20
7538'07"
125.00'
97.02'
165.01
N7434'41"E
153.29'
C21
1421'53"
125.00'
15.75'
31,34
1129'34'41"E
31,26'
C22
17*00'17"
225.00'
33.64'
66.78
N13'53'36"E
66.53'
C23
57-46'46"
175.00'
96.56'
176.48
N23'29'56'W
169.09'
C24
16'36'55"
175,00'
25.55'
50.75
N60'41'46"W
50.57'
C25
90'04'01"
25.00'
25.03'
39.30
S65'5746"W
35.38'
C26
88'32'00"
25.00'
24.37'
38.63
S23'20'15"E
34.90'
C27
91'28'00"
25.00'
25.65'
39.91
N66'39'45"E
35.80'
f I ,065 SF / r 76 20' CORNER' / 77\\, 2s•Ax�'>
SETBACK / 12, 360 SF
r-�_ 35+� _ J; / 12,217 SF_ / (72, 140 SF.)�9'`�h!•� 7' SIDE
1\
B3. ax / / SETBACK
I 30' DRAINAGE r O'n� 29.32' '!, N� O / I'•
EASEMENT 1 `r ry �, �/ / 18
o I S 9'00'14 E ell v v \
7f ' 17,J15 SF
(10, 163 SF.) 1 / \ o� ?8. d
12,181 SF I f Cp h1 Q ,I• ,�/ \ sE..II
N 69'6'4 15" W i �' 69*00114"W C24 3`
r P 153.84' ry 42.96' C • \� / O \ roN 1
13, 023 SF " S o �;
cM �0' CORNER % - 3
10,000 SF I i 0 I ISETB 37 o �r C \�
1 I ,
10,000 SF m
L
__-153.84'--- ' ' I 0 ' \` / 20 25' REAR \
z r 25' REAR 1 ' _ \` , SETBACK
i•�SETBACK I , , L J , 12,560 SF >JL
I rn 5-69 00'�4"E 36 \
OI ' (2 12,869 SF
I
10,001 SF I , , I �V IR \\ � , � � �•3fi� � / / �� N ail,
J L1 O O// ,1Y Y 0o 0
--I�s9o4T5rCv-- W I \ �° ) o
o•
w I 36 \ �� 1 3 N 2r
r-- -
f� 10, 007 SF \ � / , ' \ 11, 656 SF G �c
OI o ' I 1 / 7' SIDE (9, 989 SF.) / N
10,001 SF 1 ' L , SETBACK \ .A �
- - J 1 N ' 1232E - \ 35 \ o o Q Neu' ', / / '' 115�'v
L Nf9b4i5'W-- \ O \`A u N 1 \, Al, \
-t53.6.4'- - - ' u , �25' FRONT \ o \ woo SF
CITY LIMITS 1 1 I
r p � , SETBACK
11,517 SF >
e> O I , <n m o., `�_' I \ m. > ". / ,{p t^ \ O` \ (f0,000 SF.) NON -ENCROACHMENT ZONE
o I ' o 10,000 SF \ � ,G v ` /
10,001 SF I O cai i I J / \ \ 'Ii
D w
1 138.20.'- - \ 10,000 SF \ N p W / / / °Y ,16,
N/F _ _-t53.8A'- - - z , , \ ,n N w 23 N/F
MICHAEL ADAM TAFT r 1 30' DRAINAGE ,�.+` STORMWATER
I 30' DRAINAGE s- 25' FRONT ADRIENNE D. BUNDY
D.B. 687, PG. 515 EASEMENT I , O ' I EASEMENT °' , , ,Z �' N �' \SETBACK 11,764 SF D.B. 440, PG. 916
ZONED: R-15 °' 1 o o / �' , i '. ZONED: R-15
DEVELOPED I O ' P' O p° ' I 40 ,,. \ i >r41 "'- (9, 994 SF.J / A/
g Im , I 1 0 6^$5 / m� N' / w n' AGRICULTURAL APPROVED Y,
10, 001 SF 1 10, 000 SF
L O C�
_ I 1 L - - - - - - J .� / \'! �, y \ �; '/ / ^ > �' NORTH CAROLINA ENVI MENTAL
N 69ro4'15" W a C a 1 S 69'04'15" E �, \ , '� -` `� / 1'� m MANAGEMENT COMMISSION
N o DIVISION OF WATER QUALITY
153.84' ," -I I t' 151.71' yo -r , 33 \ , / \
-
24 \1.
_
Date \wr� I 7, 20LLW,r 1 10,013 SF . '0 rO 1340-T SF
(17,297 SF.) StormWer Permit No.S W0w1a
10,001 SF 4' 4I 0
12 �'` \
1N w ^/25' FRONT�I 10, 056 SF
' ~ 1 _ _ _j
L--N6964B1A3CF!-j,I---5�6904T5`E // \t N L---S7S64b� ,
_--t53.fl4'----�i r---15.421'-- al
--1 SETBACK 32
r- �
ALL OPEN SPACE IS TO REMAIN IN THE OWNERSHIP
25' REA
K i ' '' 25 OF THE HOMEOWNERS ASSOCIATION AND THE
SETBAC10, 031 SF m w .I I n�
I 0 I' MAINTENANCE OF THE DETENTION PONDS IS THE
O I' a o N o o a I 42 o L-- J I I I (f0000 SF)m rn RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION
Cz
10,001 SF I ' o 'Jo o , I 10, 046 SF N�T36'T7"�V- - o I
__ _ n _
t Tt �r F ['�
L N 6 D V 4 Ni -- N N 1 �-- S� J V 4, J L-- � I L-- J 673-6 J C---
153.84'
SETBACK I a I 7' SIDE
70, 051 SF - , o �1
4 o L-- -JI a nM t2, 1935E nm
10,001 SF I I 10, 000 SF I N-6T36'T7"�V N M r (10,036 SF.) y
'FRONT-1
_- ...._
L- _ r---is4 FRONT �' AN N
-NZi9'04'T5' W , '-S�i364'T5'E SETBACK �` 1 N z N , �•�`,(� CP
-J
r
w
10, 000 SF IF -
I o m I I N L-
1 D, 001 SF I 1 10, 153 SF v -A fi7`38'13" r 27 ' ' 40•\ tP i - „ Q
' ' I I co
�43.3L--�' u r
12,577 SF \�'
a9. ♦ JV Y
(10, 368 SF.)
--153.84'--- 152.Zfi'--- '- 'L----- - � 22 -- M p•
r - 1 , F 20' CORNER -I o 29 �T25'00 � - - - .5 dam, , �'`+. l 10"
20' CORNER I' o �I SETS I o / s�
SETBACK 1 0 45 `c� I 11, 024 SF /. r�-------249�4-------�� 6>>a
N A I I a I / EDWARD T. HYMAN. JR.
11
I 11,195 SF I ' I , 175 SF
S e® 20 DRAINAGE & UTILITY EASMEN (TYP) o�' / 2,J
. ,. 1 8.24' ' _ G / (2247 SF.F. - )
.. „" -, N 67*3695`
30 SIDE LETBACK/
SAVIN ROAD - SR 1147 (60 WM CITY LIMITS � DRAINAGE EASEMENT
1 O'x70 NCDOT
I - GRAPHIC SCALE
SITE TRIANGLE (TYP).
z 611 0 30 60 120
N/F
CITY LIMITS HAP OF ELIZABETH CITY, LLC
D.B. 909, PG. 254 \ ( IN FEET )
ZONED: R-10
AGRICULTURAL \;, 1 inch = 60 fL
FEB 1-T2007
29
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VICINITY MAP
TITS
SITE DATA:
1.. OWNER/DEVELOPER:
DON S. WILLIAMS, SR.
P.O. BOX 44
CURRITUCK, NC 27929
[phone]
2. THIS PROPERTY IS ZONED: R-10
3. AREA TO BE SUBDIVIDED: 19.52 AC
4. TOTAL DISTURBED AREA: 15.80 AC
5. TOTAL IMPERVIOUS AREA: 7.39 AC
PERCENT IMPERVIOUS: 37.86%
6. SMALLEST OVERALL LOT = 10,000 SF
7. LINEAR FOOTAGE OF PROPOSED STREETS:
SAVIN WOODS COURT 961.80 LF
SAVIN ROAD 1,010.65 LF
TOTAL 1,972.45 LF
8. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT
PROPERTY LINES.
9. TOTAL NUMBER OF LOTS: 45 & OPEN SPACE
10. THIS SITE IS LOCATED IN FLOOD HAZARD ZONE "AE"
(ELEV. 8.60) AS SHOWN ON F.I.R.M. PANEL 3720891300J
DATED OCTOBER 5, 2004.
11. TOTAL OPEN SPACE PROVIDED: 5.17 AC
12. DETENTION POND TO BE AERATED.
13. ALL LOTS SHALL BE CROWNED SUCH THAT THE MINUMIM
LOT ELEVATION ADJACENT TO THE DWELLING IS 10.00.
ELEVATIONS ARE TIED TO NAVD 88 (MONUMENT CORINTH)
NOTIFY
ULOCO
AT
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
LEGEND
DRAINAGE AREA
-
ROAD CENTER LINE
-- -9- -
- EXISTING CONTOUR
9
PROPOSED CONTOUR
- -
- EXISTING DITCH
PROPOSED DITCH
o Cl
SILT FENCE
PROPOSED SIDEWALK
MATCH LINE
LIMITS OF DISTURBANCE
EXISTING PAVEMENT
PROPOSED PAVEMENT
RIP -RAP
SEWER MANHOLE
CHECK DAM
"ItIMNAGE FLOW
BENCHMARK
{-}
I I
i-a
INLET PROTECTION
WOODS LINE
IL
- EX. INV- = 3.85�
N/F EXISTING DITCH
WESLEY TAFT HEIRS
TO REMAIN
N/F D.B. 62, PG. 75
HERMAN LEE JR. & MADELINE COX ZONED: R-15
I EX. INV. 5 38
m l D.B. 724, PG. 426 i WOODLAND / / +�,•
ZONED: / OUTFALL --
� DEVELOPED
l
/ SWALE INV. = 6.00
' SAMN WOODS COURT
- 1.80
EX. INV. = 5 58 / i STA. 9+6ET
/ i CURB INLET 13 13 •�
TC ELEV. = 9.30 '
DETENTION POt✓pp lw
INV. = 4.10 WIMP SURFACE NREA
0.69 AC
GEORGE H. & N/F
L COX / 3 - - -
D.B. 858, PG. 840 14 / _
ZONED: R-10 y I / `9k I�I �l _
DEVELOPED /! 10.000 ST
i C
7.03/ O® SAVIN WOODS COURT /
x0 STA. 9+19.63
. /� CURB INLET 12
TC ELEV. = 9.60 .1 /
12,683 SF_I _ " OQ` INV. = 4.25-
/ / J SWALE HIGH POINT M c'X-. � II� 15
8.00 I= b
O CURB HIGH POINT
/ ll CURB HIGH POINT ELEV. 9.85 J0, f94 SF '�
/ ELEV. = 9.85 STA 8+21.82 `u
i STA.. 8+21.82 J7 Ll.. I���
1 _ J INSTALL FULL SILT
T w J2 I ' Q x'�O I� FENCE ALONG WETLANDS 1 I�
A o A 15,0655E n`
SAVIN WOODS COURT -I pA° 76 / �� V A
1 o STA. 7+49.29 `x 12217 SF i 1I1 12,360
'�' CURB INLET 10 0 SAVIN WOODS COURT / +! (12,140n
TC ELEV: = 9.40 11{, EX. INV. = 6.42 �\
INV. = 4.45 STA. INLET 4 /
l �I CURB M. = # 11 I I CURB HIGH POINT I
I'I IN ELEV. = 9.70 ELEV. = 9.80 18
I fX. INV. = 6.35 II
`INV. = 4.35 STA. 1+50.00 1
EX INV. - 6.91 11 �,1>,315 SF \�
121807 SF I _ O 1 ... STA. Nt +50 00
/ I SAVIN WOODS COURT CURB INLET # 8
1 O STA. WOODS
I 0.42% SLO E / � TC ELEV. = 9.80 SAVIN ROAD
- O Ol /
DITCH INV. = 7.10 CURB INLET # 18 INV. 4.75 STA. 2+72.50
TC ELEV. - 9.30 CURB INLET # 6 19
S A
/ INV. = 6.30 { 18 o / i.. 4y" TC ELEV. - 9.40 ,1
I II ( ® INV. - 6.40 13, 023 SFl
10 I� I o / O,o 7 (1,439 SF)�
OAD
10,000 SF 37 EX_ INV- = 659 I�i)� STA.N2+82.44 x� �1�• ,, li,
SWALE HIGH POINT / � CURB INLET # 6
INV. = 7.30 / . I( 11D, 000 SP _ _ _� ' NV.ELE 4.95 9.40
l /
SAVIN WOODS COURT SWALE. INV. = 8.0 1 `'
Ill 1 I I STA. 6+86.20 II 12,560 SF { CURB INLET # 9 i
1 '
I ,\�9 ( I Ig,• TC ELEV. = 9.30 36 \ o "(10,762 SF,' 1 �'
I " INV. 4.55 869 SF\
�90,Q07 SF m \ x CURB HIGH POINT
ELEV. = 9.85
STA. 3+82.74
I
� 21
w 8 10, 007 SF g CURB HIGH POINT `\ 11,6 6 SF
O \
to
10, D.85
III 1 , II o ELEV. = TY (9, 89 SF.)
CURB HIGH POINT pIdµ„IIIm STA. 3+8.85
.M CU 9
B HIGH POINT ELEV. = 9.80
SSTA. 5+28.90 1ELEV. = 9.80 3
STA. 5+28.90 j /
a 1
\ ' .
0 10,000 SFI
EXISTING DITCH
O TO BE FILLEDI, I,39 . `1 l�� EX INV. = 6.51 q Y7, 577 SF
:1Y (10,, 000 SF)
,I d 10,000 SF �N - o / V �.
10, 001 SF II� n ^I ;a SAVIN ROAD
'34
N/F li.l Z '' I 10,000 6F
MICHAEL ADAM TAFT II I I NV.E 6.30 9.30 2©\ , s
D.B. 687, PG. 515 O SAWN ROAD 11, 764 S
ZONED: R-15 O it O O , I STA 5+14.30 \ (9, 994 SF. \
DEVELOPED 1 1CURB INLET # 5 \ \
10,001 SF 10, 000 SF �F \1 TC ELEV. = 9,30
1S INV. = 5.30
SWALE INV. _ 6.00 O O SWALE INV.
UP
EX. INV. - 6.86 SWALE INV. = 63
/ �V Ill O_ lO,f113 SF ` m 13,405
lo,Do> SF 41 :: SkesBa (1�297 S�)
i i I 10,, D56 SF PC
q SAVIN WOODS COURT II � .; N ' 3 /
/ STA. 3+66.34 ISAVIN WOODS COURT
NOT RELEASED FOR CONSTRUCTION
PIPE INFORMATION TABLE
NUMBER
LENGTH
SIZE
TYPE
INVERT IN
INVERT OUT
1
34'
18"
CMP
6.25
6.10
2
133'
28"X20"
CMP
5.75
5.55
3
162'
35"X24"
CMP
5.55
5.30
4
25'
18"
CMP
6.30
6.10
5
227'
35"X24"
CMP
5.30
4.95
6
29'
18"
CMP
6.40
6.20
7
120'
49"x33"
CMP
4.95
4.75
8
122'
49"x33"
CMP
4.75
4.55
9
56'
49"x33"
CMP
4,55
4.45
10
44'
49"x33"
CMP
4,45
4.37
11
116'
49"x33"
CMP
4.37
4.20
12
75'
57"x38"
CMP
4.20
4.08
13
527
57"x38"
CMP
4.08
4.00
14
26'
18"
CMP
6.25
1 6.15
15
329'
18"
CMP
6.15
5.55
16
26'
28"X20"
CMP
5.65
5.55
17
324'
30"
1 CMP
5.05
4.55
18
38'
24"
CMP
5.60
5.50
A
16V
24"
CMP
5.40
5.05
B
1 156'
18"
CMP
6.00
5.65
C
1 156'
18"
CMP
5.90
5.60
IATS 15-28 NEED TO BE GRADED SO
THAT ALL RUNOFF DRAINS TO STREETS
1`
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.
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
1 R\
`NON -ENCROACHMENT ZONE
N
ADRIENNE D. BUNDY
D.B. Z440, ONED:
PG. 916 -�
ZONED: R-15
AGRICULTURAL
NOTE: ALL CURB INLETS SHALL
BE PROTECTED FROM SEDIMENTATION
DURING CONSTRUCTION. SEE DETAIL
ON SHEET 4.
CURB INLET # 16 IQ STA. 6
� TC ELEV. = 9.30 I CURB INLET INLET # 17
INV. = 5.65 - wl�� TCV. ELEV. = 9.30 m
/ IN = 5.55 10,1031 SF 2
/ G `III a2 ZI I . N PT = 6+70.0 / 12,29f sF
o,oD1 sF i� I ' 110,00 sr:)
10,046 SF CURB HIGH POINT
8 SAVIN ROADf� ,
f o EX. INV. = 7.17 STA. 6+81.30 u ELEV. - 9.80 / )
\ CURB INLET # 3 - STA. 6+81.30 / } --
/ TC ELEV. = 9.80 .,�
' w Ili CURB HIGH POINT o' ' 11 \�
o I � � ELEV. = 9.80 m � I I' / 3 INV. = 5.55
N III STA. 2+00.00 mill I / 2
m 1 �8 10. 651 SF n 26
EX. IN 672�„ 10,001 SF .�. i 10, 000 SF mll Il _ a lit 193f "I
o f1 ,D36 F) I d
/ CURB HIGH POINT
/ ELEV. = 9.80 L
STA. 2+00-00
wll I f0, 000 SF PC = 7 C6
I 1DOSF - i 10,153 SF STA.N8ROAD19
'I 4I SAVIN WOODS COURT- SAVIN WOODS COURT �� I EX INV. - 6.73 CURB INLET # 2 _ 12,577\S
9 1 STA. 0+34.48 STA. 0+34.48 TC ELEV. = 9.25 0368
CURB INLET # 14 11 CURB INLET # 15 INV. = 5.75 (,
TC ELEV. = 9.25 TC ELEV. = 9.25
INV. = 6.25 IN 6.15 I I v 11024 SF OQ�1 :. SAVIN ROAD
' - STA. 8+37.87 /
EX. INV. - 7.38 1 1
/ / SWALE HIGH POINT I O - 11, 175 SF 1 N " / OQ CURB INLET # 1 \ \
J INV. - 7.70 I if 195 SF o _ /yv TC ELEV. = 9.25 28 / i/\
EX. 18" RCP EX- 24 RCP fl __ - CURB HIGH POINT + O �, INV. = 6,25
CURB HIGH POINT - 1l ��" - ELEV. = 08,3 ro 0 iE
INV. IN 4-86 INV. IN 4 55 EXISTING BUILDING - X. 7.4" RCP 24.793 SF
INV OUT = 4.72 INV. OUT 4 JO - 9 TO BE REMOVED STA 1 8.3 8 0 \ J 1 INV. IN 3.47 �22, 347 SF.)` / j'�/ 1L
C� - - �- ELEV. .6 _ - _-- _ _ _ SWALE BEGIN INV 0+08.08
�
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GRAPHIC
AP T C SCALE
EAN�(6 I N ��s0 0 30 60
WM` INSTALL RIP -RAP
131 LF 36" CMP APRON (SEE DETAIL) -
--sue i - INV. IN = 3.55 N%P l
22 N 30" I P 149 LF 36" CMP DROP INLET "C" X ��\ INV. OUT - 3.65 \ ` HAP OF ELIZABETH ICITY, LLC I \ IN FEET
104 LF 30 CMP INV. IN = 4.10 / D.B. 909. PG. 254
INV. OUT 435 INV. IN - 4.35 IN OUT = 3.85 RIM = 10.00 `'�#
\ X INSTALL TEMPORARY GRAVEL ZONED: R-10 \ - 1 inch = 60 ft
INV. OUT = 4.10
DROP INLET "A" INV. = 3.85 CONSTRUCTION ENTRANCE AGRICULTURAL
RIM = 8.25 DROP INLET "B" TBM - PK NAIL (SEE DETAILS)
INV. = 4.35 RIM = 9.00 EDGE OF PAVEMENT i
INV. = 4.10 ELEV. = 8.52
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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.
CONSTRUCTION SEQUENCING
GRAVEL FILTER - DOT #57 WASHED STONE
44
CONCRETE BLOCK
- ..< .. ..
...."I 1.
_ . .
°�-°
" - •`•
_
CONSTRUCTION SPECIFICATIONS:
_.
1. LAY ONE BLOCK ON EACH SIDE OF THE
ON ITS SIDE IN THE OTTROW
....
TO ALLOWEPOOL DRAINAGE. THE FOUNDATION
:-_
—
SHOULD BE EXCAVATED AT LEAST 2 INCHES
BELOW THE CREST OF THE STORM DRAIN.
BOTTOW OF BLOCKS AGAINST
2:1 SLOPE (TYP)
THECEDGEEOF THE STORM DRAIN FOR LATERAL
' I
SUPPORT AND TO AVOID WASHOUTS WHEN
OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL
SUPPORT TO SUBSEQUENT ROWS NY PLACING
_■-
2 X 4 WOOD SPUDS THROUGH BLOCK
_
�:
`
, ..,
OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR
_ .--
_ _`. ; .
COMPARABLE WIRE MESH 'NTH 1/2-INCH
.. -.
:
O
(�'��
'1J--_a.....:<._.-:_..
_
OPENINGS OVER ALL BLOCK OPENINGS TO
HOLD GRAVEL IN PLACE.
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
GRAVEL FILTER - DOT #57 WASHED STONE
1' IN
2' MAX
D
DROP INLET WITH GRATE
SECTION VIEW
BLOCK AND GRAVEL DROP INLET PROTECTION
NTS
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.
!111FA Mel
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 WALL 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
MAX. HEIGHT
18"
LENGTH AS NECESSARY
TO INSURE STABLE INSTALLATION
BACKFILL MINIMUM
8' GRAVEL OR
COMPACTED SOIL
1. FILTER FABRIC SHALL BE EXTRA STRENGTH FABRIC N
CAPABLE OF MEETING 50UBAIN. INCH. \�
2. FABRIC SHALL HAVE A SLURRY FLOW RATE OF
0.3 GAL/SOFT/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 MT14 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.
8"
14"
"V" TRENCH —�
UNDISTURBED SOIL
SILT FENCE DETAIL
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 MALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) "THIN 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 WRING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE NTH 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 PLANTING 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 tp-fir.;�n,1 !`,yam, . 5 #/11000`0 SF OCT. 15 - MAR. 15
SLLI./III,�.A-SV L/VLE
PERM11 ]HAWING ONLY
NOT R k
TOP WIDTH VARIES
R
3 GROUND ------- -----------
7
DEPTH
\\Y%VARIES%
ADJOINING/ SAVIN
WOODS
PROPERTY
\� "' ',; GRADE POINT
NOTE: �G
ALL DITCH CONSTRUCTION MUST REMAIN ON THE SAVIN WOODS PROPERTY AND
SHALL NOT DISTURB THE ADJOINING PROPERTY. UNDER NO CIRCUMSTANCES IS
THE CONTRACTOR TO ENCROACH ON THE ADJOINING PROPERTY WITH
CONSTRUCTION OR EQUIPMENT.
R@kWp" StEPTI A
NTS
X 4"
T D.
D
10"
p D
v
A
18" R
25" R
—�� 6 1/2'
a
3/4' C 7"
24"
2'-0" VALLEY GUTTER
NTS
RIM ELEV.-
(SEE PLANS)
r
w
SECTION
"- INV. IN.
............................................
BANK
C.I. F. do 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.
NOTE: ALL MATERIAL AND INSTALLATION TO
MEET MIN. SPECIFICATIONS OF NCDOT "
STANDARD SPECIFICATIONS FOR ROADS
AND STRUCTURES', LATEST EDITION.
i— C.I. STEPS FOR INSIDE
DEPTH GREATER THAN 4'
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM. PLUS
16" IN EACH DIM.
8" SEWER BRICK MASONRY (SOLID)
—SET MASONRY WALL FLUSH
W/ BELL END OF CULVERT
SEE PLANS FOR
CULVERT TYPE &
LAYER OF /5 -
WASHED STONE
4" THICK
CONCRETE FOOTING
)/10 WWM
T SUBGRADE TO
ASTM D 698
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
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.
a
-
-'*a- —12"- —� -- —*
61/4"e FLOW LINE °s. _ °.d ° - -� - - �--10"�° 17
FRONT VIEW
4' TRANSITION FROM 24"
ROLL CURB TO STANDARD 30'
CURB AND GUTTER PROFILE
AT CURB INLET 24" ROLL CURB
B d Q d° °
`t7' U
° 5
130
6' 1 /2" °
PLAN VIEW
CURB TRANSITION AT CURB INLETS
NTS
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RIP RAP PAD
TOP ELEV. = 3.20
PERMANENT
GRADE 20' WATER SURFACE
—�ELEV. 3.00 —
jl�/ EARTH WEIR ACROSS
END OF FOREBAY AREA
MARSH
FOREBAY AREA CROSS SECTION (POND A)
DETENTION POND DIMENSIONS
1"-60'
s"
TOP OF BERM ELEV. = t8.00
° a
A
NZ7 10 YR=6.68
d �, a
INLET ELEV. = 3.00 old .4
CLASS 6 STONE ° 4
EACE
woltiffizi
6" SCH 40 PVC PIPE.
FEMALE ADAPTER & mm
;77�._.. D .
.��PVC PIPE
6" SCH 40 PVC
(LENGTH AS REWIRED) CROSS SECTION PRIME WITH CLEAN METAL
PRIME & PAINT WITH 2 PART
20"X20"X3" THICK BLACK EPDXY (TYP)
CONCRETE PAD
5'
EX. GRADE
OUTFLOW STRUCTURE
NTS
A. CITY OF ELIZABETH CITY UTIUTY EASEMENT
,. 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 UTIUTY EASEMENT FOR THE INSTALLATION, MAINTENANCE AND OPERATING OF SERVICES
SHALL BE DESIGNATED ALONG THE SIDES OF EACH PROPERTY NTH A MINIMUM WIDTH OF FIVE
(5) FEET AND ALONG THE BACK OF EACH PROPERTY WITH A MINIMUM WIDTH OF TEN (10)
FEET.
3. THE EASEMENT SHALL BE OUTSIDE OF ALL SIDEWALKS, CURB, GUTTERS, ETC. AND BE
PARALLEL AND CONTIGUOUS WITH THE APPUCABLE ROAD RIGHT-OF-WAY OR PROPERTY UNE.
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 UNE,
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 UNES SHALL BE
INSTALLED WITHIN THE TWENTY (20) FOOT 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 RESPONSIBIUTY 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,
SWITCH 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.
8"
5
12" THICK LAYER
CLASS B STONE
NTS
INSET A (TYP)
NTS
1/2" 0 ROUND
BARS 3" O.C.
1/4" X 6" FLAT PLAT
FRONT VIEW
� 5'
SEE INSET A
8"
EX. GRADE
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 UIUTY WILL 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 BE PERMITTED.
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
UTILIZE THE EASEMENT.
4, THE EASEMENT SHALL NOT BE OBSTRUCTED IN ANY WAY AS WITH THE STORAGE OR STOCK RUNG
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
FACIUTIES 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 CONPANY 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 CONPANIES FOR ACCESS TO THEIR
FACIU71ES AT ALL TIMES FOR REPAIRS AND MAINTENANCE.
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 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.)
10 '
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUEFLAG
IRIS VIRGINICA
—ARROWHEAD/DUCK POTATO
I SAGGITA IA LATIFAUA
WET BASIN CROSS SECTION (POND AxL
)
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 ACCOMOUSH 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.
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 WALL 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.
5 '
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
CLASS "B" EROSION CONTROL STONE
STONE DEPTH = 22.5" TOP OF BANK
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DEPTH TO FLUSH WITH
OF DITCH
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OR WOVEN GEO-TEXTILE
RIP -RAP OUTLET APRON
NTS
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18" DIA. 6' THICK
tETE "DONUT"
BUFFALO PATTERN
TWO PIECE SLIDING TYPE
ADJUSTABLE VALVE BOX
(5-1/4" SHAFT)
VALVE BOX
NTS
18" DIA. 6" THICK
ROADWAY SHOULDER CONCRETE "DONUT'
3, VALVE DITCH
BOX
EX. WATERMNN .
CONTRACTOR SHALL USE 30" MIN.
45' BENDS AS NECESSARY pp ppL
ALL BENDS RESTRAINED COVER PROPOSED WATERLINE
WITH BAGS OF CONCRETE MIX, UNOPENED,
THE ENTIRE LENGTH OF THE DITCH CROSSING.
NOTE: ALL FITTINGS ARE TO BE BLOCKED PER THE
SPECIFICATIONS.
DITCH CROSSING DETAIL
NTS
FINISHED SUBGRADE-\\
+ + + + + +
FINAL BACKFlLL/\//\ + + + + + \/\
STANDARD TPROCTOR j\/\ + + + +
\ \ \ + + \\
+ + + +
+ + + + + +
#57 STONE BEDDING
CSTONE TO BE
OMPACTED UNDER ER A D LY
BESIDE PIPE
HYDRANT 5" HYDRA-STORZ
QUICK CONNECT SYSTEM
O
18" DIA. 6' THICK
FINISH III
CONCRETE "DONUT'
GRADE
5/8" DIA. TIE RODS VALVE BOX I
36"
7 CU FT MINIMUM
CRUSHED
STONE ao 0 000 6" GATE VALVE
0000 000
0000 000
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CONCRETE THRUST
BLOCK PER DETAIL
2'
WATER MAIN
(SEE PLANS FOR LOCATION)
CONCRETE THRUST Z 12"
BLOCK PER DETAIL
CLASS "B' CONCRETE
PER NC DOT
NOTES:
1. DO NOT BLOCK HYDRANT DRAIN WITH THRUST BLOCKING
2. COAT TIE RODS & NUTS WITH EPDXY
3. DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE
4, ALL JOINTS SHALL BE MECHANICAL JOINTS
FIRE HYDRANT DETAIL
NTS
NOTES:
1. TAP SHALL BE PEF
REPRESENTATIVE OF
ENGINEER.
2. TAPPING SLEEVE A
100 PSI FOR 15 MINU
BLOCK PER THRUST BLOCKIN,
DETAIL BEFORE PERFORMING
TAPPING SLEEVE ON EXISTING MAIN
D11
RAW
6
TAPPING DETAIL
NOT UEASED FAR CO
NTS
EXISTING GROUND
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12 D x 18"L x 12"H METER BOX (HDPE
HYDRANT
18" DIA. 6" THICK
0
METER -
(INSTALLED OR CAST IRON BOX. COVER SHALL BE
ROADWAY SHOULDER CONCRETE "DONUT"
a
BY CITY) CAST IRON. NO READER UO ALLOWED.)
VALVE
BOX STORM DRAIN
RISER AS
LOCK YVALNG
REQUIRED
EX. WATERMNN
,ANGLE VALVE///CONTRACTORS
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12" MIN. SEPERATION\
BENDS NECESSARY)
iiim
WOUTSIDE
M. OF PIPE
OUTSIDE DIAM.
OF PIPE
6' 6"
TYPICAL SANITARY SEWER MAIN TRENCH
NTS
NECESSARY
LCOVER PROPOSED WATERLINE
WITH BAGS OF CONCRETE MIX, UNOPENED,
BY PLACING ONE BAG CENTERED
ON BOTH PIPES AND PLACING ONE BAG ON EACH SIDE .
NOTE: ALL FITTINGS ARE TO BE BLOCKED PER THE
SPECIFICATIONS.
ramLL-A
VALVE
TAPPING SADDLE
BRASS ADAPTER
FOR COMPRESSION 7
CONNECTION /
METER SETTER -/ /
J// TYPE K COPPER OR HOPE SOR 9
BRASS ADAPTER FOR "ENDOPUR" TUBING SERVICE UNE
COMPRESSION CONNECTION CORPORATION STOP 1
3/4" OR 1" x 18" BRASS NIPPLE
WATER MAIN
3/4" TO 1" WATER SERVICE CONNECTION DETAIL
PLAN 90"
x ' x x 3 MINIMUM
x x
x x x z
H xxxxx
xx xxxx 3"MINIMUM
L xxxx T
x
SECTION 90' & TEE
WHEN ALLOWED BY THE LOCAL
GOVERNING MUNICIPALITY, GRIP
RINGS MAY BE USED IN PLACE OF
BLOCKING IN SOME LOCATIONS.
USE OF GRIP RINGS SHALL BE
PRIOR APPROVED BY ENGINEER.
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1i�T?x x
CONCRETE THRUST BLOCK SCHEDULE
PIPE
SIZE FITTING L H T
2'-4"
TEE
2.0
1.5
2.0
2"-4"
90' BEND
2.0
1.5
2.0
2"-4"
45' BEND
2.0
1.0
1.5
2"-4"
22 1/2' BEND
2.0
1.0
1.5
6"-8"
TEE
3.0
2.5
2.0
6"-8"
1 90' BEND
4.5
2.5
2.0
6"-8"
45' BE
3.0
2.0
1.5
6"-8"
22 1/2' BEND
1 3.0
2.0
1 1.5
THRUST BLOCK DETAIL
NTS
PLAN TEE
x x x
J \
x x xx
x% J
PLAN PLUG
NTS
CULVERT CROSSING DETAIL TYPICAL PRECAST CONCRETE
N17S SANITARY SEWER MANHOLE DETAIL
NTS
NTS
SURFACE: 2" TYPE SF 9.5A ASPHALT
BASE: 6" ABC STONE
Ir
CURB
4' 1 1
NOTE: SEWER CLEANOUT RIM ELEV.
CLEANOUT DETAIL
NTS
22 1 /2'
PVC TAPPING SADDLE
INSTALL IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS.
MIN. 6" #57 STONE
BEDDING UNDER WYE.
EADED
SEWER CLEANOUT - SEE
PAVEMENT CURB & GUTTER
ECK
EE SPECS.
IAL
kN
Y
D BASE.
). 67 STONE
MIN.
36" MIN.
TIE DIRECTLY TO --/
1/2' BEND EXISTING LATERAL
\-4' SCH 40 PVC DWV SEWER SERVICE PIPE
AT 1% MIN. GRADE. (ASTM D-2665, D-1785)
NOTE: SEWER SERVICE TRENCH
SHALL BE COMPACTED TO
95% STANDARD PROCTOR.
PVC SANITARY SEWER SERVICE
NTS
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