SW7060903_APPROVED PLANS_20060906

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_76�DI03
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
�lXOD�6�0
YYYYMMDD

4
N/F
JAMES C. TATUM &
WIFE JENNIFER B.
D.B. 854, PG. 860
ZONED: R-15 \
VACANT
NON
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ZONE
001N/TYMAP
112.
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TOTAL AREA = 5.42 AC z
,AREA ABOVE 404 WETLANDS
� L & DETENTION PONDS = 2.18 AC
L
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POND B
` 27,382 SF
y \ PP=4.0
N /F
JAMES C. TATUM &
WIFE JENNIFER B. till
D.B. 854, PG. 860 \
ZONED: R-15
VACANT \_ ,
35-i8'27"
115.11'
CITY LIMITS
SITE DATA:
1. OWNERSHIP/DEVELOPER:
2 INVEST, LLC
PHILLIP HARRINGTON
LUCIEN MORRISETTE
115 HAVENWOOD DRIVE
CAMDEN, NC 27921
252.339.1997
2. PARCEL AREA: 27.32 AC.
EASEMENT AREA: 1.11 AC.
TOTAL PROJECT AREA, 28,43 AC.
3. TAX PARCEL# 891303229856
D.B. 875, PG. 287
4. PROPERTY IS ZONED: R-10
5. SITE IS IN FLOOD ZONE AE (EL 9) AS NOTED
FROM F.I.R.M, PANEL 3720891300 J DATED OCTOBER 05, 2004.
6. NUMBER OF LOTS: 69
7. MINIMUM BUILDING LINES:
FRONT PROPERTY LINE 25'
SIDE PROPERTY LINE 7'
REAR PROPERTY LINE 25'
CORNER YARD 15'
8. LINEAR FOOTAGE OF STREETS:
MILLBROOKE CIRCLE: 3791.26 LF
BEECHTREE DRIVE: 402.86 LF
AREA DEDICATED TO RIGHT-OF-WAY: 5.57 AC
9. ALL LOTS WILL HAVE A 20' UTILITY EASEMENT
ALONG ALL ROAD FRONTAGES.
10, BOUNDARY INFORMATION WAS TAKEN FROM
A MAP PREPARED BY KENNETH M. SEYMOUR
RECORDED IN DB. 875, PG. 287, DATED JULY 11, 2005.
11. MINIMUM LOT SQUARE FOOTAGE IS 10.000 SQUARE FEET.
12. OPEN SPACE REQUIREMENTS:
69 LOTS X 3.0 BEDROOMS X 108.9 SF (0.0025 AC) = 22,542.3 SF
OPEN SPACE PROVIDED: 94,960 SF (2.18 AC)
13. SOIL TYPES ARE PRIMARILY NIMNO AND DRAGSTON WITH
A SMALL PORTION BEING AUGUSTA.
14. DETENTION PONDS SHALL CONTAIN FOUNTAINS FOR AERATION.
15. OPEN SPACE TO BE MAINTAINED BY THE HOME OWNERS ASSOCIATION.
1
1
N/F
1 FORREST L. BARTLETT '
I D.B. 669, PG. 451
LOT 4 r
I M.B. 17, PG. 30 r
ZONED GB
N/F ' VACANT
ADRIENNE D. BUNDY
D.B. 440, PG. 916 aTY L miTS 1 I
LOT NO, 6 '
25' REAR MAP BOOK 10, PAGE 7 CITY LIMITS
SETBACK ZONED: R-15
(TYP) VACANT
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I I I I I I I I I f 11 11 I I I I l J125" FRONT_' 1951r sF,O' N/F
JAMES T. DAVIS JR.
TBACK ! I /AND wIFEYP) I / 41,937 SF /J L__-J L___J L___J L-_-J L___J L___A L___J __J L___J L___J L___J L-__J L___J L_-_-i L_ , / CAROLYN R. DAVIS
1�-�----------_--- ---------
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C6 L3 65.00' 65- 65.00' 65.00' 65.00' 65.00' 65.00' 1 65.00' 1 65.00' 65,00' 65.00' 1 65,00' 1 65,00' 1 65.00' 65.00' 62.65' COMMERCIAL
S3539'43'W 1055.00' C7
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65,00'
65.00'
65.00'
65.00'
65,00'
65.00'
55.00'
65.00'
65.00'
65.00'
65.00'
65,00'
65.00'
65.00'
65.00,
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65.OD'
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20' UTILITY/DRAINAGE 20
EASEMENT (TYP) MILLBROOKE CIRCLE (50' R/M SE
N AS'AW4.i" F non nc'
80.00'
65.00'
65.00'
65.00'
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CITY LIMITS
LINE TABLE
LINE
BEARING
DISTANCE
L1
S3545'07"W
20.46'
L2
N35"7'30"E
31.44'
L3
N35'47'13"E
17.35'
L4
N35'39I43`E
15.00'
LS
S35'39'43"W
15.00'
CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
ARC
CHORD BEARING
CHORD DISTANCE
Cl
5155'09"
205.00'
10.60'
21.18'
S83'17'59"W
21.17'
C2
40'45'06"
205.00'
76.14'
145.81'
S5957'52"W
142,75'
C3
355'36"
205.00'
7.03'
14.05'
S37'37'31 "W
14.05'
C4
90'00`00"
110.00,
110.00'
172.79'
N8039'43"E
155.56'
C5
64'19'41"
110.06
69.17'
123.56
S22'10'27"E
117.12'
C6
25'40'19"
110.00'
25.06'
49.29'
S22'49'33"W
48.88'
C7
13*39*52"
255.00'
30.55'
50.81'
S42'29'39"W
60,67'
CS
13*03'46"
255.00'
29.20'
58.14'
S55'51'28"W
58.01'
C9
10'21'27"
255.00'
23.11'
46.10'
S6734'04"W
46.03'
C10
81'19'48"
25,00'
21.48'
35.49'
N32'04'54"E
32,58'
C11
23'02' 4"
220.00'
44.84'
88.4B'
I S O'Gfi'17"E
87.BB'
C12
67*17*17-
25.00'
16,64'
29.36'
NO2'01'04"E
27.70'
C13
90100'00"
60.00'
60.00'
94.25'
N80'39'43"E
84.85'
C14
90'00'OO"
60.00'
60.OV
94.25'
S09'20'17"E
84.85'
C15
32*13*10"
205.00'
59.21'
115-28'
S51'46'18"W
113.77'
C16
103'33'10"
25.00'
31.74'
45.18'
N60'20'32"W
39.28'
C17
30'06'25'
52.63'
14.15'
27.65'
S24'30'16"E
27.34'
C18
67*17*17"
25,00'
16.64'
29.36'
S72'13'13"E
27.70'
C19
21M7'20"
319.00'
59.4T
117.fi0'
S6828'15"W
116.93'
RALPH 0. DAVIS
AND WIFE
PRECILLA S. DAVIS
D.B. 652, PG. 81
LOT 4
MAP BOOK 10, PAGE 7
ZONED: R-15
VACANT
O 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
20' CORNER SIDE
SETBACK (TYP)
10'x70' NCpOT
SITE TRIANGLE N/F
(TYP) ROBERT L. LUTHER, JR.
D.B. 515, PG. 875
D.B. 399, PG. 390
ZONED- GB
/ COMMERCIAL
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D.B. 646, PG. 546�' "T
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AND WIFE I
i
PRECILLA S. DAVIS \
D.B. 652, PG. 81 \
LOT 4
MAP BOOK 10, PAGE 7 \
ZONED: R-15
VACANT
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LAMES C. TATUM &
WIFE JENNIFER B.
D.B. 854, PG. 860
ZONED: R-15
VACANT
VICIN17YMAP
35 LF 57" X 38" CMP I 1 1 I
\ VACANT EX. INV. = 5.81 \ li Ir1V, - 5.59 EX. INV. = b.b3 /
'INV. IN = 2.60 RI CH INV. = 5.75 DITCH BEGIN DITCH INV. = 6.0 DITCH BEGIN DITCH INV. - 6.0 �y DITCH BEGIN PITCH INV. = 6.0
INV. OUT = 2.50 �� INV = 7.3 8- -- INV. = 7.3
MILLBROOKE CIRCLE .. • - - - - - - ..
5.E> -
6.0 70 __' STA. 0-40% SLOPE 4= 1.0% SLOPE COPE -4 � 1.0% SLOPE 1.07 SLOPE, 1-0% SLOPE 0.23% SLOPE 7
p 1 8D - - STORM MANHOLE #i N F -
g5.071-5 RIM = 8-30 DITCH BEGIN /
164 LF 18" CMP 164 LF 18" CMP FORREST L. BARTLETT
INV. IN = 5.90 INV. !N = 5.90 D.B. 669, PG. 451
INV. = 2.60 164 LF 18" CMP INV. - 7.0
/j 3.0 2 x3 INV. IN = 5.90 INV. OUT = 5.50 INV. OUT = 5.50
139 LF 57" X 38" CMP / INV. qUT = 5.50
INV. IN = 2.Bo r � -� M.B. 1 LOT
PG. 30 /
II /' INV. OUT = 2.60 ZONED: GB / �~
*' / ' f 16 17 18 19 20 Z7 22 23 $z24 25 26 27 28 29 30 31 32 ;3 -8� G • / VACANT/ /
10 5�0 SF` _10, 499 SF 10, 498 SF 10,497 SF 10, 496 SF 10, 496 SF 10, 500 SF 10, 506 SF 10, 511 SF 10, 516 SF 1 10, 521 SF 10, 527 SF 10, 532 SF 10, 538 SF 10, 548 SF 10 558 SF 10 945 SF 13, 498 SF 34 Q /
- B� / 28 LF 18" CMP N / F
28 LF 18" CMP 256 LF 30" CMP
/ MILLBROOKE CIRCLE 80 LF 42" CMP 28 LF 18" CMP 256 LF 36" CMP INV. IN = 5.50 INV. 1N w 4.p0 INV. IN 5.5b 256 LF 3p" CMP 28 LF 18" CMP MILLBROOKE CIRCLE , / JAMES T. DAVIS, JR.
STA. 24+73 INV. IN = 2.9Q INV. IN = 5.50 MILLBROOKE CIRCLE INV. IN = 3.60 INV. OUT = 5.40 INV. OUT = 3.6Q INV. OUT = 5.40 MILLBROOKE CIRCLE INV. IN = 4.40 INV. IN = 5.50 STA. 35+32.14 AND WIFE
INV. 0U7 = 3.20 MILLBROOKE CIRCLE 41,937
h �d CURB INLET # 1 INV. OUT = 2.80 INV. OUT = 5.40 STA. 27+52.14 STA. 32+72.14 INV. OUT 5.40 CURB INLET # 12 �'` Q
STA. 30+12.14 # INV. OUT = 4.00 / CAROLYN R. DAVIS
TC ELEV- = 6.80 CURB INLET # b CURB INLET 10 TC ELEV. = 5.90
�`�' �`, • �ROPOSED INV. = 2.80 191 LF 36" CMP TC ELEV. = 8.9Q CURB INLET # 8 TC ELEV. = 8.80 INV. = 5.5Q \ D.B. 606, PG. 332
a DE NTION POND A 8 CURB HIGH POINT TC ELEV. = 8.80 CURB HIGH POINT CURB HIGH POINT ZONED: GB ,
L_. r oh' INV. IN = 3.20 INV. = 5.5d y INV. = 5.50
I
off. +t P.P. LEV. = 4.0 CURB HIGH P01NT ELEV- = 9.40 INV. = 4.65 ELEV. = 9,35 ELEV. = 9.35 B' /
/ I .,� o f INV. OUT = 2.9p ELEV. = 9.40 ` � COMMERCIAL/
CURB HIGH POINT �'`
- - _
0.32% SLOPE26+00 27+00 0.50% � �+00 0.46% SL PE 30+ +7 %SLOPE 31+ 32+00 0.42% SLOPE 33+00 0.42% SLOPE 0� 0.31% SLOP55+00 0.32% SLOPf36+00 ELEV. = 9.45
1 \ 1 k0 T I 28+DD 0.3$ SLOPE ® LE 0 -� I
0
0. % OPE 0.46% SLOP' 0.42% SLOPE 0.42% SLOPE 0.35% SLOPE Q 3 \ /
ljr �T
* MILLBROOKE CIRCLE CURB HIGH POINT MILLBROOKE CIRCLE CURB HIGH POINT MILLBROOKE CIRCLE CURB HIGH POINT MILLBROOKE CIRCLE CURB HIG�H350ENT MILLBROOKE CIRCLE
- s1i(r / v' STA. 25+54.80 ELEV. 9.40 STA. 27+49.80 ELEV. = 9.40 ELEV. = 9.35 - E = m g,p fX. INV. 5-P,?,
4 m STA. 30*09.80 STA. 32+69.80 STA. 35+29.80
CURB INLET # 4 CURB INLET # 5 EX. INV. - b.03 CURB INLET # 7 CURB INLET # 9 CURB INLET # 11 �aqE i N /F r
TC ELEV. = 8.80 TC ELEV. = 8.90 -r _ _ EX. INV. = 6.06 TC ELEV. = 8.90 CURB HIGH POINT ROBERT L LUTHER, ,1R.
INV. = 2.90 INV. = 3.20 INV. E 3.60 $80 / NV.ELE 4.00 8.$0 INV. = 4.40 ELEV. = 9.45 / D.B. 515, PG. 875 I
�X. INV. _ ? 7 �; +� �
` ~-T -, - C HI PINT EX. DITCH 70 BE iLL£D - - =� - - - - --� EX. DITCH TO BE FILLED ZONED'
�lt�o uR6 cH D J \ COMMERCIAL
z 1 � n 0 ELEV' = 9.20 _ 48 47 46 45 O 43 42 41 40 39 -r3.7
w 1-" 1-$ 012 SF
1D, 497 Sf f0, 497 SF 10, 497 SF 1Q 497 S7� 10, 497 SF 10, 497 SF 10, 497 SF 10, 497 SF 10, 497 5F 10, 497 F 10, 497 SF 10, 497 SF 10 497 SF 10 497 5F 10, 497 SF 10, 497 SF �aQ y{°I° BEECHTREE DRIVE
�� p. / STA. 4+02.86
-. 7 0- `' ` y0 CURB INLET # 25
' J `✓' � {~ I BEECHTREE DRIVE p TC ELEV. = 8.90
173 LF 15" CMP
sn w I;X. INV. �.b. 173 LF 15" CMP STA. 2+33.93 INV, 4.6A
,tl�,
`49.d0 .� � 167 LF 18" CMP � �
7 CURB HIGH POINT 1 �--
s.o �v ELEV. = 9.20 INV. iN = 5.0o INV. IN = 5.90
oo INV. IN = 5.90 CURB INLET # 24 x I
L r Q INV. OUT = 4.70 INV. OUT = 5.50 SWALE BEGIN
1 ,,1 SWALE BEGIN INV. OUT = 5.50 TC ELEV. = 8.80
INV = $.0 STUB OUT CURB HIGH POINT
30 LF 15" CMP R / k
SWALE BEGIN SWALE INV. _ .00 INV. = 8.0 INV LE B�GlN / INV. IN = 5.40 INV. = 5.20 . �Q� / ELEV. = 9.15 .-
\ alf. INV. = 7.4
o INV. IN IN15" 5 2P0 �1.0% SLOPE ® :1 SIDE SLOPE 1.0% S OPE ®6:1 SIDES PE 1.0% SLOPE 6:1 SIDE LOPE 1.0% SLOPE 1.0% SLOPE 1.0% SLOPE INV. OUT = 5.30 6'I
INV. OUT = 5.10 ® 6:1 SIDE SLOPE 46:1 SIDE SLOP 0 6:1 SIDE SLOPE 1.9% SLOPE 0 6:1 SIDE SLOPE
173 LF 18" CMP ` 165 LF 15" CMP I
INv. IN = 5.90 \ INV. IN = 4.60 l
INV. OUT = 5.50 SWALE INV. = 6.0 SWALE INV. = 5.5 x INV. OUT - 4.35
J 69
SWALE INV. = 6.0
l \ ` 22 LF 18" CMP `ti
MILLBROOKE CIRCLE w MILLBROOKE CIRCLE
1 SWALE BEGIN 1 11,808 SF INV. !N = 5.20 / BEECHTREE DRIVE
\ / STA- 22+70.58 p STA. 23+04-76 INV = 8.0 STA. 2+33.93
INV,.. OUT = 4..35 N
CURB INLET 3 -1 CURB INLET 2 CURB INLET # 23 x
TC ELEV, _-8D 9 _ 1 TC ELEV. = 8.80 �`" TC ELEV. 80 i
1 00 �� OQ ~INV. = 4.35
INV. = 5.20 a 0 INV- = 5,00 \ _
I I / 4 55 56 57 58 Q5 °�° �20 LF 18" CMP
' 1 >� 11, 9 SF o 0 0 0 �5 `' INV. IN = 4.35 LO
' ( [V 10,497 SF 10 497 SF 10497 SF 10497 SF to 497 SF 10, 497 SF f0,497 Sf 10,497 SF 10,497 5F 10 497 SF 10,497 SF 10,497 SF 10,497 SF CURB HIGH POINT INV. OUT = 4.15BEE
I I \ PT 2+03.28 \ EX. INV. - 0g ELEV. = 9.35 STACHTR2E2D0RIVE f
£X. INV- = 2.20 J o I,i. EX• INV. = 5. 8 �x CURB INLET 22 �-
7 URB HIGH POINT I 10589 SF °ti° #
y CURB HIGH POINT ELEV. = 9.40 CURB HIGH POINT {{ r
ELEV. = 9.40 EX. DITCH TO BE FILLED 22 LF 15" CMP 22 LF 15" CMP MILLBROOKE CIRCLE ELEV. = 9.35 EX. DITCH TO BE FILLED EX my. ,(.1 �. TC ELEV. = 9.20 N �„
INV. IN = 5.6D MILLBROOKE CIRCLE INV. IN = 5.60 STA. 14+69.76 INV. = 4.15
NO "INV. OUT = 5.50 STA. 17+29.76 INV. OUT = 5.50 CURB INLET # 18 l
MILLBROOKE CIRCLE - MILLBROOKE CIRCLE - -
a; - CURB INLET # 16 TC ELEV. = $.90 %� CURB HIGH POINT THE LADICON CORPORATION (� �'
SEE SHEET 5 FOR 0 STA. 19+89.76 STA. 12+09.76 BEECHTREE DRIVE 1 L73
-r - CURB HIGH POINT TC ELEV. = 8.90 CURB HIGH POINT INV. = 5.60 CURB INLET 20 73 LF 18" CMP \ ELEV. = 9,35 STA. 0+29.20
D.B. 6 46 PC. 546
DETAIL OF SILT 1 D - ' + CURB INLET # 14 #
0.0 � o ELEV. = 9.35 INV. = 5.60 ELEV. = 9.35 _ 80 INV. IN = 4.15
FENCE PLACEMENT \ c� TC ELEV. = 8.94 _ - ` INV. OUT = 4.05 0 CURB LET 111
1 ZONED: GB V
AT OUTLET T \," ��, ,` INV. = 5.50 = \� TC ELEV. = 5 COMMERCIAL
TC ELEV. 8
\ � INV. 3.85 { f
21,�a - INV. - 4.05 I J
0.37% SLOPE 20+ 0.42% SLOPE19+00 18+00 0.31% SLOPE 17+00 0.35% SLOPE i89� 0.35% SLOPE 15+Oq 0.35% SLOPE 14+00 13+00 0,42% SLOPE +00 . SL R8 HIGH POINT
, I WWII I s�o E V. = 9.35 .
I �-- T I -- 0--+-�01ILLB� OOKE OR-GLE I I- - I I -1- �' , le - f
0.32% SLOPE P 0,42% SLOPE o Z� +OI \ 14 LF 24" CMP
78 LF 42" X 29" CMP 03 S�Op BEECHTREE CIRCLE x
E ! IN = 4.25
INV. IN = 2.60 22 LF 18" CMP I STA. 9+74.31
\JIL \ '� v*© \ �� ' .�\� CURB HIGH POINT - MILLBROOKE CIRCLE IN .OUT = 4.05 CURB INLET 26 J rn
INv. OUT = 2.so INV. O = 5.50 CURB HIGH POINT # j W
INV. OUT = 5.40 ELEV. = 9.35 MILLBROOKE CIRCLE MILLBROOKE CIRCLE CURB HIGH POINT STA. t2+09.76 TC ELEV. = 9.10
` ELEV. = 9.35 r
STA. 17+29.76 STA, 14+69.76 ELEV- - 9.35 CURB INLET # 19 � � INV. = 4.25 Fj
CURB INLET # 15 CURB INLET # 17 TC ELEV. = 8.80 _ \
3" � Q
MILLBROOKE C� 3128 LF 30CMP
INV. 256 LF 3$" CMP TC ELEV. - 8.90 TC ELEV. - 8.90 INV. = .8Q 23 LF 30" CMP INV. IN 4.05
\ \ ROPOSkD V. IN = 3,00 INV. = 3.00 256 LF 36" CMP INV. = 3.40
DETE TiON POND B I II STA, 19+89.76 INV. PUT = 2.60 INV. IN = 3.40 256 LF 36 CMP INV. IN = 3.85 INV. OUT
V. _ `�0 l 8 TC ELEV.
INLET 8.90 INV. OUT = 3.00 3.80
o I INV. OUT = 3.4D INV. OUT = 3.80
INV. = 2.60 1f,6O5F \-7f INV. IN 132 LF =84.4M5 x
15 14 13 12 11 10 0 o O O O O CURB HIGH POINT o ��INV OUT = 4.25 f
10, 442 SF 10 441 SF 10, 441 SF 10 441 SF \40 442 SF 10, 443 SF 10, 444 SF 10, 445 SF 10, 446 SF 10 445 SF 10, 441 SF 10, 438 SF 10, 431 SF ELEV. = 9.35 0N/F
\ s
f
JAMES C. TATUM & � I f I _IE II - � ' BEECHTREE CIRCLE!
162 LF 15" CMP 0 -�
DITCH INV. = 5.75 INV. IN = 5.90 O \ CURB INLET # 27 ~ ��
2 33 �' 02. o � q STA. 8+39.50
WIFE JENNIFER B. - ! DITCH BEGIN 162 LF 15" CMP INV BEGIN Q DITCH BEGIN �"
INV- OUT = 5.50
INV. IN = 5.90 !NV - 7.3 INV = 7.5
Q.B. 854, PG. 860 - _ INV = 7.3 � 10950 SF TC ELEV. = 8.80
\� _ gSQ �• INV. OUT = 5,50 INV. = 4.45
ZONED: R-15 - -\ � l r
VACANT � o''g _ 0.40% SLOPE } 1.0% SLOPE 1.0% SLOPE 4 1.0% SLOPE 0,58% SLOPE
;40BEE
\ EX- INV. 2-16 �- '-- DITCH INV, = b.0 r
\� ��8-- STAG 8+39.50HTREE RCLE
N/F CURB INLET # 28 0 \
DITCH INV. = 6.00
\ EX. INV. = 4.96 \ RALPH 0. DAVIS TC ELEV. = S.SD p s 296 LF 18" CMP
Q INV. = 5.60 ut 's INV. IN = 4.90
AND WIFE AINV. OUT = 4.45
�. PRECILLA S. DAVIS
5.99 � EX. INV. = 6.12 �I X INV. = 6.88 O �`
\ \ D.B. 652, PG. 81 OF
\ LOT 4
23 LF 15` CMP CURB HiGN POINT Lu
MAP BOOK 10, PAGE 7 INV. IN = 5.60 ELEV. = 9.30 !f Irf 1 1
ZONED: R--15 INV. OUT = 5.50
VACANT
N /F f
CURB HIGH POINT ` ELEV. = 9.30 � PERRY D B6
FAMILY
5 LIMITED 6 PARTNERSHIP
TNERSH{P �, !
SITE DATA:
1. OWNERSHIP /DEVELOPER:
2 INVEST, LLC
PHILLIP HARRINGTON
LUCIEN MORRISETTE
115 HAVENWOOD DRIVE
CAMDEN, NC 27921
252.339.1997
2. PROPERTY IS ZONED: R-10
3. PARCEL AREA: 27.32 AC,
EASEMENT AREA: 1.11 AC.
TOTAL PROJECT AREA: 28.43 AC.
4, TOTAL DISTURBED AREA: 25.52 AC.
5. ROAD = 125,847.61 SF / 2.89 AC
SIDEWALK = 26,790.56 SF / 0.62 AC
PER LOT TOTAL = 379,500 SF / 8.71 AC
(BASED ON 5,500 SF PER LOT)
TOTAL IMPERVIOUS AREA: 532,138.17 SF / 12.22 AC.
PERCENT IMPERVIOUS: 43%
6. SMALLEST OVERALL LOT: 10,431 S.F.
7. LINEAR FOOTAGE OF STREETS:
MILLBROOKE CIRCLE: 3791.26 LF
BEECHTREE DRIVE: 402.86 LF
8. ALL LOTS SHALL BE CROWNED TO A MINIMUM
ELEVATION OF 9.5' AT THE PROPOSED DWELLING LOCATION.
9. TOTAL NUMBER OF LOTS: 69 + OPEN SPACE
10. SITE IS IN FLOOD ZONE AE (EL 9) AS NOTED
FROM F-I.R.M. PANEL 3720891300 J DATED OCTOBER 05, 2004-
11. UPLAND AREA: 25.26 AC
WETLAND AREA: 2.06 AC
TOTAL AREA: 27.32 AC
NO WETLAND AREAS SHALL BE DISTURBED DURING CONSTRUCTION.
12. ALL RUNOFF FROM IMPERVIOUS AREAS MUST BE DIRECTED TO ROAD OR
DITCH DESIGNED TO DRAIN TO THE DETENTION POND.
13, DETENTION PONDS SHALL CONTAIN FOUNTAINS FOR AERATION.
MAXIMUM PUMP HORSEPOWER = 1/4 HP
1 I �
1 N/F I
1 1 FORREST L. BARTLETT '
D.B. 669, PG. 451
1 LOT 4 r
1 M.B. 17, PG. 30 f
I ZONED: GB '
VACANT
N /F
ADRIENNE D. BUNDY
D.B. 440. PG. 916
LOT NO. 6 \
MAP BOOK 10, PAGE 7 '
EX INV = 5.89 FX. Irl,' 92- ZONED: R-15 \ ��� n
PERMIT DRAWING ONLY
NOT REUSED FOR CONSTRUCTION
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 BYi
(ACCEPTING A CONTRACT TO PERFORM THIS WORK-
NOTIFY
ULDCO
At
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
j ZONED: GB L
COMMERCIAL I
1 x JjJ�1
BEECHTREE CIRCLE
\� STA. 5+39.33 t j
CURB INLET # 29 1 f(
TC ELEV. = 8.80 f!
INV. = 4.90
F
BEECHTREE CIRCLE
STA. 5+39.33CURB
30
TC ELEV. = 8.80
j INV. = 5.60
( O $
j 23 LF 15" CMP
+ INV. IN = 5.60
jJ INV. OUT = 5.50 Q, Qom
0.
I
296 LF 15" CMP �
INV. IN = 5.35
LEGEND INV. OUT = 4 90
�j tf
WOODS LINE
- WETLAND LIMITS 23 LF 15 CMP
p \ BEECHTREE CIRCLE
DRAINAGE AREA 2 INV. 1N = 6.50 O STA. 2+38.96
DRAINAGE AREA 1
INV. OUT = 6.40 CURB INLET # 31
i
■ ■ LIMITS OF DISTURBANCE BEECHTREE CIRCLE NV ELfV5 35 9.80
- -9- - EXISTING CONTOUR STA, 2+38.96
9 0 PROPOSED CONTOUR CURB INLET # 32 \ \
EXISTING DITCH TC ELEV. = 9.80
- - INV. = 6.50
PROPOSED DITCH
PROPOSED SIDEWALK \
RALPH 0. DAVIS
EXISTING PAVEMENT AND WIFE
TIE TO EX. CURB
PRECILLA S. DAVIS ITC ELEV- = ±12,74
PROPOSED PAVEMENT I D.B. 652, PG. 81
LOT 4 �' !
■� PROPOSED SILT FENCE MAP BOOK 10. PAGE 7 I
ZONED: R-15 e _
RIP -RAP VACANT �x "fix NEW PAVEMENT
® SEWER MANHOLE �O ELEV. = ±12.29
PROP. CURB MATCH EX. PAVEMENTti)
WETLAND AREA TC ELEV. = 10.80 ELEV. = ±12.19
m CURB INLET J NEW PAVEMENTw I I
f ELEV. = +10.63
CHECK DAM r PROP. CURBDRAINAGE l
f1 TC ELEV. 10 80
BENCHMARK GRAPHIC
DIRECTION GRAPHIC SCALE GRAVEL COTIO
INSTALL 20' X X 50'T P. I
RUC
1--1 FABRIC INLET PROTECTION
60 0 30 60 120 ENTRANCE (SEE DI IIL IQ EX. CURB
ETAIL)
TC ELEV. = ±12.69
{ IN FEET ) `
1 inch = 60 ft.
l I
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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
TYPICAL DITCH OR SWALE
N TS
fi SAX
MAX. HEIGHT
18"
s LENGTH AS NECESSARY
TO INSURE STABLE INSTALLATION
�O
FILTER FABRIC
BACKFILL MINIMUM
8" GRAVEL OR 14"
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.
SILT FENCE DETAIL
NTS
SILT FENCE SHALL
NOT EXTEND INTO
SIDE SLOPE OF DITCH
TOP OF BANK - TOP OF BANK
04
61 I I Op OF &q
• i�
' I 1LJ
iJ rop OF R' arT�H /
SILT FENCE AT OUTLET DITCH DETAIL
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 501L.
MULCHING
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALT. 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.
SECTION
SEEDING &MULCHING
TOP
TOP OF DITCH
--- Ln. BANK
BOTTOM OF DITCH
6"
LAYER OF #5 -
WASHED STONE
4" THICK
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
TOP WIDTH VARIES
R
'L
:or/'POST
EXISTING GROUND
- --(�
DEPTH
VARIES
MILLBROOKE
�/ R
ADJOINING SUBDIVISION
PROPERTY
"*'�EX. PROPERTY LINE GRADE POINT
NOTE: DITCH
ALL DITCH CONSTRUCTION MUST REMAIN ON THE MILLBROOKE SUBDIVISION
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 A - A
NTS
50'
RIGHT OF WAY
1' 4' 5' 2' 26' 2' g'
SIDEWALK CURB PAVEMENT CURB
I
50' R/W STREET TYPICAL SECTION
NTS
SURFACE: 2" TYPE SF 9.5A ASPHALT
BASE: 6" ABC STONE
4 I 1'
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 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 5 #/1000 SF OCT. 15 - MAR. 15
SEEDING SCHEDULE
RIM ELEV.
C.I. F. & G. = DI-840.03 BY CAPITOL FOUNDRY
(SEE PLANS)
OF VA., INC., OR EQUAL, HEAVY DUTY
8" CASTING, TOTAL WEIGHT = 550 LBS.
d
z
CORBEL MASONRY AS REQ'D FROM
FULL DIM'S OF RISER BARREL TO
a
INSIDE DIM'S OF FRAME. CORBEL
w
R CONE SECTION MAY BE ECCENTRIC.
J
W
w
d
NOTE: ALL MATERIAL AND INSTALLATION TO
Q
MEET MIN, SPECIFICATIONS OF NCDOT "
P, z
STANDARD SPECIFICATIONS FOR ROADS
uj W
AND STRUCTURES", LATEST EDITION.
u-
¢ �n
z
J
C.I. STEPS FOR INSIDE
a
DEPTH GREATER THAN 4'
W
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
PARGE INVERT W�
LARGEST CULVERT DIAM. PLUS
-- CONCRETE - S OPE TO
16" IN EACH DIM,
CULVERT INVERT.
—^ 8" SEWER BRICK MASONRY (SOLID)
................................................................
......................................
SET MASONRY WALL FLUSH
W BELL END OF CULVERT
SEE PLANS FOR
CULVERT TYPE & SIZE
:::::.:::.::::::.:::: :::............. INV.. IN.
::::::::::....
SEE PLANS FOR SLOPE
OUT::::::•:
...................
. ...
FFr'.
ao-
............ ..
:::: ':.. .. 3000 PSI CONCRETE FOOTING
I� I I W/ 6x6x10/10 WWM
I
COMPACT SUBGRADE TO
CURB INLET
NTS
25" R
6 1 /2"
© A
4 p D
3/4" Q D 7"
p D
IL
p�
18" R
24'
24" VALLEY GUTTER
NTS
60'
RIGHT OF WAY
6' 4' 5' 2' 26' 2' 15'
SIDEWALK CURB PAVEMENT CURB
1
60' R/W STREET TYPICAL SECTION
NTS
SURFACE: 2" TYPE SF 9.5A ASPHALT
BASE: 6" ABC STONE
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 TOPORESSING WITH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
A
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
2" X 4" WOOD FRAME
II II
II II
Y
2" X 4" STAKES
NTS
BURIED
4BRIC
TE
1. SPACE STAKES EVENLY AROUND THE PERIMETER
OF THE INLET A MAXIMUM OF 3' APART AND
DRIVE THEM SECURELY INTO THE GROUND.
2. PLACE THE BOTTOM 12 INCHES OF THE FABRIC
IN A TRENCH AND BACKFILL THE TRENCH WITH
AT LEAST 4 INCHES OF CRUSHED STONE OR 12
INCHES OF COMPACTED SOIL,
3. THE TOP OF THE FRAME AND FABRIC MUST BE
WELL BELOW THE GROUND ELEVATION DOWNSLOPE
FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY
TO BUILD A TEMPORARY DIKE ON THE DOWN
SLOPE SIDE OF THE STRUCTURE TO PREVENT
BYPASS FLOW. MATERIAL FROM WITHIN THE
SEDIMENT POOL MAY BE USED FOR DIKING.
PROTECTION
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4GG GRADE
11
RIP RAP PAD
TOP ELEV. = 4.20
MARSH VEGETATION
PERMANENT
WATER SURFACE
ELEV. = 4.00
EARTH WEIR ACROSS
END OF FOREBAY AREA
3' a
\�
ELEV. = 1.00 "v
BOTTOM ELEV. = 0.00
FOREBAY AREA CROSS SECTION (POND A AND B)
NTS
60.83'
R30.00' - 5.4=-. '
R5.00'
�.%J
� i I
INFLOW
f
STORAGE
108.34'
-- --
p
All:
112.3 ELEV. = 5.15
�
' ''iZ
j
/1 ! Ah, , ' PROPOSED '
i fV
DETENTION POND A I II €
P.P. ELEV. = 4.0
SURFACE' /f %
�i'/
AREA = 24,0'S6 SF
R10.00'
10 .20'
r
1 ffl 1 Ili
i`
I
R100. irllll
I'
13.38'
24.14'
R8.00'
WEIR
DETENTION POND DIMENSIONS (POND A)
NTS
R10.00'
84.32'
13.00'
- ----- -�
21.45' \ STORAGE
ELEV. = 5.00
R10.00'
CF \ R139.00' PERMANENT POOL
ELEV. 4.00
INFLOW
PROPOSED -
DETENTION POND B I �
P.P. ELEV. = 4.0
R200.00' ���; SURFACE AREA r is R20.00
= 27,382 SF i I I �'°
e. \ 47
" il6ll
33O /�
R20.00'
R20.00' 115.49'
DETENTION POND DIMENSIONS(POND B
NTS
A. 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
(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 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 HALE (2.5) FEET ON EACH SIDE OF THE SERVICE LINE.
THIS EASEMENT WILL 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) 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 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,
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.
5'
. BERM ELEV = 8.0
3�
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 VATH 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.)
SILT FENCE
PERMANENT POOL ELEVATION = 4.00
6' 1 SLOPE
10' VEGETATED SHELF
f
POND BOTTOM
ELEV. = 0.00
DIET BASIN CROSS SECTION (POND A AND B
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
IRIS VIRGINICA
ARROWHEAD DUCK POTATO
SAGGITARIA LATIFALIA
NTS
TOP OF BERM ELEV. = 8.00
10 YR a 6,66
INLET ELEV. = 4.00
WEIR INLET ELEV. = 5.15
PERMANENT WATER SURFACE CLASS B STONE -
ELEV. = 4.00
6" SCH 40 PVC TEES.
THREADED PLUG WITH
2 3/4" DIA. HOLE
DRILLED THROUGH
CLEARANCE
8»
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DITCH BOTTOM
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L12" RIP RAP
#57 WASHED STONE
\\ DRAWDOWN DEVICE-
SCH 40 PVC PIPE
& FITTINGS
CROSS
OUTFLOW STRUCTURE (POND A)
NTS
TOP OF BERM ELEV. = 8.00
10 YR = 6.29
INLET ELEV. = 4.00.
WEIR INLET ELEV. = 5.00
PERMANENT WATER SURFACE CLASS BSTONE ---
ELEV. = 4.00
uo
6" SCH 40 PVC TEE
THREADED PLUG WITH
2-3/4" DIA. HOLE
DRILLED THROUGH
6' MIN.
EARANCE
PRIME WITH CLEAN METAL 1/2" 0 ROUND
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OUTFLOW STRUCTURE (POND B)
NTS
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 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 RESPONSIVLE 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 PILING
OF MATERIALS SUCH AS DIRT, GRAVEL, STONE, ETC.
5. 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 CONPANY THROUGH ITS EMPLOYEES, CONTRACTORS, OR AGENTS SHALL AT ANY
AND ALL TIMES HAVE ACCESS TO THE EAEMENTS FOR THE PURPOSE OF INSPECTING, INSTALLING,
REMOVING, REPAIRING, OR REPLACING THEIR FACILITY OR ANY PROTION THERQF.
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
FACILITIES AT ALL TIMES FOR REPAIRS AND MAINTENANCE.
DRAWDOWN DEVICE-
_SCH 40 PVC PIPE
& FITTINGS
CROSS SEC
PRIME WTH CLEAN METAL
DDIY,C D. DAI►IT UATU DADT
INSET A (TYP)
NTS ..__
1/2` 0 ROUND
A. ANY CHANGES TO THE PLAT SUBSEQUENT TO THE GOVENING AUTHORITY S APPROVAL
SHALL BE SUBMITTED TO THAT AUTHORITY IN WRITING AND CHANGES MADE TO THE PLAT
BEFORE RECORDING.
B. THE INDIVIDUAL UTILITY COMPANY AT IT'S 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.
20 FT.
UTILITY EASEM
3 FT.
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