SW7060410_APPROVED PLANS_20060508

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �lill�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE����
YYYYMMDD

m
VICINITY MAP
N TS
LINE TABLE
LINE
LENGTH I BEARING
L1
1 1.09' 1 N 57'29'16" W
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CHORD
DELTA
BEARING
Cl
33.15'
25.00'
19.52'
30.77'
75'58'00"
S 63'28'31" W
C2
45.39'
25.00'
32.02'
39.41'
104'02'00"
S 26'31'29" E
C3
28.28'
245.00'
14.16'
28.26'
636'48"
N 75'14'05' W
C4
90.51'
245.00'
45.78'
90.00'
21'10'03"
N 61'20'39" W
C5
1 105.47'
245.00'
53.57'
104.66'
2439'57"
N 38'25'39" W
C6
90.51'
245.00'
45.78'
90.00'
21'10'03"
N 15'30'39" W
C7
90.51'
245.00'
45,78'
90.00'
21'10'03"
N 05'39'24" E
C8
39.56'
245,00'
19.82'
39.52'
9'15'05"
N 20'51'59" E
C9
35.08'
25.00'
21,13'
32.27'
80'23'54"
S 14'42'26" E
C10
43.46'
25.00'
1 29.58'
38.19'
99'36'06"
N 7517*34' E
C11
C12
38.13'
27.44'
25.00'
225.00'
23,88'
13.74'
34.54'
27.42'
8723'09"
6'59'15"
S 11'12'48" E
N 28'59'09" E
C13
33.15
25.00'
19.52'
30.77'
75'58'00"
S 63'28'31" W
C14
75.86'
195.00'
38.41'
75.38'
22-17'21"
N 67'23'49" W
C15
202.35'
195.00'
111.35'
193.39'
59'27'19"
N 26'31'29" W
C16
75,86'
195.00'
38.41'
75.38'
2217'21"
N 14'20'51" E
C17
39.27'
25.00'
25.00'
35.36'
90'00'00"
S 80'05'37" W
C18
1 39.27'
25.00'
25.00'
35.36'
90'00'00"
N 09'54'23" W
C19
45.65'
25.00'
32,35'
39,56'
104'36'42"
N 26'48'49" W
C20
16.01'
175.00'
8.01'
16.01'
5'14'32"
N 28'06'47" E
C21
41.17'
25.00'
26.98'
36.67'
94'21'34"
N 77'54'50" E
C22
28.55'
25.00'
16.06'
27.02'
65'25'17"
S 22*11'44" E
C23
39.27'
25.00'
25.00'
35.36'
90'00'00"
S 55'30'55" W
C24
39.27'
25,00'
25,00'
35.36'
9000'00"
N 3429'05" W
C25
39.27'
25.00'
25.00'
35.36'
9000'00"
N 55'30'55" E
C26
21.03'
25,00'
11.18'
20.41'
48-11'23"
S 55'23'24" E
C27
41.16'
50.00'
21.83'
40.01'
47'09'48"
N 54'52'37" W
C28
48,69'
50.03'
26.47'
46.79'
5545'29"
S 73'39'02" W
C29
48,69'
50.06'
26.47'
46.79'
5544'03"
S 17'50'59" W
C30
48,69'
50.05'
26.47'
46.79'
55*44*15"
S 37'56'42" E
C31
53,96'
50.02'
29.94'
51,38'
61'48'19"
N 83'14'09" E
C32
21.03'
25.00'
11,18'
20.41'
48'11'23"
S 76'25'13' W
C33
39.27'
25r00'
25.00'
35.36'
90'00'00"
N 34'29'05" W
C34
49.99'
25.00'
3&93'
42,07'
11434'43"
N 67'48'16" E
C35
59,01'
245,00'
29.65'
58.87'
13'48'00"
N 61'48'23" W
C36
39,17'
245.00'
19.63'
39.13'
909'37"
N 73-17'11" W
C37
78.14'
195.00'
39.60'
77.62'
22'57'36"
F N 66*23'11" W
N /F
J. E. OWENS HEIRS
M.B. 25, PG. 39
ZONED: Al & R-15
1
I
1
/ N /F
STEVE TWINE
D.B. 828, PG, 800
ZONED: Al & R-15
1
PERKINS LANE - S.R.1133 (60' R/W)
N /F
M & W HOG FARMS
D.B. 510, PG. 653
ZONED: A-1
8CK 195
�rn i- SvJ 70& Dy/0
SITE DATA:
I. OWNER/DEVELOPER:
DOWN EAST DEVELOPERS
P.O. BOX 2232
ELIZABETH CITY, NC 27906
[phone]
2, THIS PROPERTY IS ZONED: R-15
3. AREA TO BE SUBDIVIDED: 42.66 AC
4_ TYPICAL BUILDING SETBACK:
FRONT YARD = 35'
REAR YARD = 25'
REAR YARD (ALONG PERKINS LANE) = 30'
SIDE YARD = 10'
SIDE YARD (CORNER) = 20'
LOTS 7-9, 21-23, 49 & 50 SHALL FACE RILEY DRIVE
LOT 14 SHALL FACE SAVANNAH DRIVE
LOTS 1, 66 & 70 SHALL FACE DAESON'S WAY
LOT 81 SHALL FACE TANNER'S COURT
LOTS 31 & 43 SHALL FACE WHITNEY DRIVE
WHERE DRAINAGE EASEMENTS EXCEED TYPICAL SETBACKS,
THE SETBACKS HAVE BEEN INCREASED TO MATCH THE
DRAINAGE EASEMENTS.
5, DRAINAGE EASEMENTS ARE AS FOLLOWS:
10' ALONG ALL INTERNAL PROPERTY LINES,
20' ALONG ALL RIGHT-OF-WAY
25' ALONG EXTERNAL PROPERTY LINES
30' ALONG PERKINS LANE
40ON PROPERTY LINES ALONG MAJOR DRAINAGE ROUTES
(AS SHOWN)
6_ SMALLEST OVERALL LOT = 15,000 SF
7. LINEAR FOOTAGE OF PROPOSED STREETS:
TANNER'S COURT 482.21 LF
DAESON'S WAY 866.69 LF
RILEY DRIVE 1,710.44 LF
WHITNEY DRIVE 1,230.43 LF
SAVANNAH DRIVE 1,274.47 LF
TOTAL 5,564.48 LF
8. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT
PROPERTY LINES.
9. TOTAL NUMBER OF LOTS: 82 + OPEN SPACE
10. THIS SITE IS LOCATED IN FLOOD ZONE "X"
ACCORDING TO FEMA FLOOD MAP 3720891200 J &
3720892200 J, DATED OCTOBER 5, 2004,
11. TOTAL OPEN SPACE PROVIDED: 3.93 AC
(POND AREA 1.95 AC)
TOTAL OPEN SPACE REQUIRED: 0.47 AC
42 X 3.2 (3 BEDROOMS) = 131.20 X 108.9 = 14.636.16 SF
42 X 4.0._(_4..BEQRQQbds) = 164-QO X 108.9 - 18.']95.7.0 sF
TOTAL = 32,931.36 SF - 0,75 AC
12- THIS SI S.
N /F
BETSY ANN S WHITE
D.B. 212, PG. 358
ZONED: A-1
'TORMWATER
1
APPROVED
NICIRTH t:PROL NA, EN1l1R MEWA_I_
MANAGEMEN1 CDMMISZ' 1C3�r
;j1�iti1 10;- WA i"ER O ! a,_€1
" Ia
EOOMOI
GRAPHIC SCALE
6D 0 30 60 120
( IN FEET j
1 inch = 60 ft.
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PERKINS LN. SR 1133
tea.
SITE F�
Q
R� 1�
VICINITY MAP
N TS
STA. 0+10.31
PAVEMENT ENDS
CL ELEV. = 8.7:
TC ELEV. = 8.9(
EX. INV. - 7.9,
034
'�° 44
0 1$ 689 SF
45
RILEY DRIVE
STA. 0+12.68
50 LF 24" CMP
INV. IN = 5,70
INV. OUT = 5.60
15,844 SF
RILEY DRIVE
STA. 1+94.73
WHITNEY DRIVE
STA. 12+30.43
.
CL ELEV. = 13
Tr. FI �'v = Ft a 10
/
4
43 EX. INV. = 6.80
CURB INLET #1
16,500 SF
STA. 11+99.16
•
TC=8.60
o
INV. 5.65
CO#18
28 LF 15" CMP
INV. IN = 5.65
INV. OUT = 4-80
I42
WHITNEY DRIVE
STA. 11+15.32
15587 SF
CURB HIGH POINT
DITCH IN = 5.10
Co #X
CL ELEV. -- 8.68
0 3
15,666 SF
BEGIN SWAL
CURB INLET #14
STA. 2+36.05
47
`
INV' = 8.25
TC = 8.80
INV. = 5.60
15693 SF
CO #14
SAVANNAH DRIVE
57 LF 18" CMP
STA. 12+63.11
5
EX 01TCN
NDS
INV. OUT 480
TO 8� 16,OSF
FI LSD
CL ELEV.PAVEMENT=E8. 8
TC ELEV. = 8.75
;
.,.
49
z
EX. INV = 7.10 ii
1FR)q4
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.
ROADSIDE DITCH LOCATIONS SHALL NOT BE SCALED FROM THE PLANS,
IT IS THE CONTRACTOR'S RESPONSIBILITY THAT THE "TYPICAL STREET
CROSS-SECTION" IS MAINTAINED AT ALL TIMES UNLESS SPECIFICALLY
CALLED OUT ON PLANS.
BEGIN SWALE
INV. = 8.25
- X. IN_V. .u_
..
Q 309 S
<pp�.
f
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
N OTl FY
ULOCO
AT
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
TC ELEV. = 8.85
+� 160 LF 24" CMP , 23 4pi
INV. IN = 5.00 RILEY DRIVE CURB INLET #1$ DITCH INV.
INV. OUT = 4.60 18 762 SF STA. 3+78.55 STA. 6+32.83
19 CURB INLET #11 CURB HIGH POINT w TC = 8.95 18,044 SF DITCH INV. = 6.30
CO
# CL ELEV. = 9.38 INV. = 4.60
6-98 ' 25 LF 15" CMP STA. 10+33.58 o CO #41 = r
INV. IN - 5.55 TC = S.50 �. TC ELEV. = 9.55 25 LF 15" CMP CO #43
INV, our = 4.50 INV. = 4,50 INV. IN = 5.80 M & W HOG FARMS
Q 22 INV. OUT = 5.30 0 INV. N1= 4.60 52 D.B. 510, PG. 653
41 # ' CURB INLET 15 ; INV- OUT = 4.50 o ZONED: A-1
CURB 0+31 10 18 U7 SF
15,588 SF STA, 10+31.47 18,761 SF STA. 5+54.28
TC = 8.50 TC = 9.00
BEGIN SWALE
INV. = 5.55 INV, 8.50 CO #17 INV. = 5.30
=
(2)182 LF 35"x24" ARCH CMP CO #42
1 57 LF 24" CMP o
g-1 6 5 INV. O = 4.4. INV. IN = 5.30 - F. fox T ~
S L INV. OUT = 4.40 21 2j x 18,008 SF 173 LF 24" CMP
f0E 4 C INV. OUT = 4.-- P 0> J „ INV. IN : 6.20 \
s�OAF \ DI #35 18821 SF C - 93 a r� STADAES S+6fi 69Y INV. OUT = 6.05
EX. INV = 6.26�- RIM = 8,30 SAVANNAH DRIVE s6 X ' RILEY DRIVE
54
INV. = 4.40 STA. 3+54.18 CURB INLET #17 ``' STA. 9+85.93 �- EX. INV. = 7.11
I CURB HIGH POINT
40 24 Qf09 CL ELEV. = 9.18 STA. 10+28.67 CL ELEV. = 9.02 17,936 SF
EX. INV. = 6.12;-- 15,575 SF �Op TC ELEV, = 9.35 TC = 8.70 CO 10
• 15 588 .5F 6•
INV.=4.50
STUB -OUT f S/ f CURB INLET #19 CO #44 r,l �` 52 LF 24" CMP
D\ , STA. 8+73.93 156 LF 30" CMP m INV. IN = 4.50
' 15 LF 1$" CMP SODA' TC = 8.45 INV. IN = 4.50 0 INV. OUT = 4.40
INV. IN = 6.15 E ' ti
WHITNEY DRIVE INV. OUT = 4.40 V. = 4.30 INV- OUT = 4.20 x CURB INLET #22 77888 �- .
BEGIN SWALE 21,061 SF Ci STA. 9+98.55
STA. 8+91.10 t
_ CO #20 INV. = 8.40 - _ I � TC = 8.80
_..___. CURB HIGH POINT 0 1!! RILEY DRIVE 05 �aOF
EX. INV. 6.76 - 2S6 LF 35"x24" ARCH CMP '
CL ELEV. = 8.88 CO 30 STA. 7+79.53 INV. = 6.
INV. IN = 4,90 k - CURB HIGH POINT CO 12
TC ELEV. = 9.05 (2)25 LF 35"x24" ARCH CMP w CL ELEV. = 9.28 # 56
N /E fNV. OUT = 4.50 20 INV. IN = 4.30 TC ELEV. = 9.45 37 LF 42x29" ARCH CMP Ex INV. 8.44
J. E. OWE/NS HEIRS 3s 25 INV. OUT = 4.20 CURB INLET #21 INV. IN = 5.05 17,860 SF - -
I 17,797 SF 0 INV. OUT = 4.40
M.B. 25, PG. 39 ` 15,030 SrSTA, 8 h56.16
15,588 • F CO #29 O1642LF 35"x24" ARCH CMP 2f,043 SF TC = 8.95 zs=
INV. 4.40
(2)182 LF 35"x24" ARCH
ZONED: Al & R-15 CMP ENV IN = 4.20
= 57
CURB INLET 9 INV. ONV. OUT IN - 4.404.30 INV. OUT = 4.10 r 241 LF 42"x29" ARCH CMP 17871
= r
STA. 7+77.11 rt � CURB INLET #20 JUNCTION $OX 1 INV. IN = 4.40
TC _ STA. $+69.69 RIM = 8.50 INV. OUT = 4.20 RILEY DRIVE 9 \
4 ,
NV. =84.90 TC = 8.30 INV. = 4.10 CURB INLET 23 c STA. 12+58.54 a
INV. = 4.20 CO #1 7 # CURB HIGH POINT
CURB INLET €EX- INV. = t3.,1 O STA. 10+28,03 CL ELEV. _ 9.43
U_ 58
3 4 19 INV. IN F 34,10 4" ARCH CMP 17,634 Sx TC = 8.90 TC ELEV. = 9.60 .
STA. 7+50.73 CO #21 I 0 10 INV. = 4,50 17,943 SF `
�; o
TC = 8.60 26 �, f
N! O INV. = 5.70 {<, 31 LF 15" CMP o �i 15,0.30 SF 1 INV. OUT = 4.Q0 Q o
38 16,000 .SF o DAESON'S WAY -
d INV. N = 5.70 15,030 5F - STA. 7+81.69
INV. OUT = 4.90 p c� O
15588 SF CURB HIGH POINT 4 + Sy
` EX. INV. = 6.10 -7.`Q p � m .366
TC ELEV. 9.20 4
0 " 18,383 SF
EX. INV. = 6.68115,829 SF �-
� O M
4? tv CO #27 IU- 60
' m 356 LF 42"x29" ARCH CMP O
INV. IN = 4.30 x CO #8 7 CURB INLET #24
f rfl 18 +* x ,,� 422 LF 24" CMP 16,727 _Sr
w INV. IN = 4.90 STA. 14+73.55
11
27 0 15,030 SF ti 6 INV. OUT = 4.50 TC = 8.65 a
- I INV. = 5.45
015, 030 SF p 0� 16 521 SF x a
15,585 SF w /v'Jf CO #33 CURB INLET #27 CURB INLET #26 m
1000 SF
WHITNEY DRIVE 6,p (2)191 LF 35"x24" ARCH CMP STA. 6+14,42
SAVANNAH DRIVE STA6+14.42
I QnSTA. 6+35.56 TC = 8,70 0
CURB HIGH POINT �F STA. 6+93.77 INV. OUT = 4.00 INV. = 4.20 INV. = 5,50 CURB INLET #25 `
CL ELEV. = 8.93 r CO #22 ' CURB HIGH POINT 67 15,568 SF STA. 14+50.06 Ir
TC ELEV. = 9.10 2$3 LF 24" CMP CL ELEV. = &83 TC
INV. N = 5.30 TC ELEV. = 9.00 15,000 NV. =84.90 k
k F g INV. OUT = 4.90 �f O SWALE INV. = 6.75 # CO 7
- JI 17 ; � CO 13 � _-
��`, 25 LF 18" CMP EX INV 6 34 64
34
15,030 SF J!jWLALE INV. = 7.2iT T INV. IN = 5.50
NV.L N18" 5:4P
f 4
FX. INV. -- 6.16 INV. OUT = 4 0
EX. INV, = 6.54 ! 15,030 SF - - - ._ ..-....� INV. OUT 4.20 15,222 SF
O1=X, If?V. 8 t5 -� 12 O�r S � - i �.\ �`-
17, 42 CURB INLET #7\\ SWALE INV. = 7.10 w \..
CURB INLET #6 STA- 4+92.86 �` �' 1650.E SF oo
1 STA, 4+77.99 TC = 8.60 16,000 SF i _ ,.,\ 0 15,963 SF SEE NOT
TC = 8.60 INV. - 5.30 cV ���- #13
INV. = 5.40 P - d
i _ EX. INV. - 6.72 --'
CX. INV. = 6.08 1J CURB INLET #2 a
�s ( o o
x 52 16 STA. 5+13.57
EX INV.
29 CURB INLET #1 15000 SF
CO 23 15,030 SF STA. 5+13.57 Y TC = S.
# �} CO #34 �%�'
29 LF 18" CMP 15,539 SF TC = 8.45 INV_ = 4.30 I! 16,307 5F
330 LF 42"x29" ARCH CMP DITCH INV. = 0 / \ 61
p INV, IN = 5-40 INV. = 5.50 20 LF 12" CMP J PROPOSED NV. N = 4.50 /� \ \ 10$
�+ INV. OUT = 5.30 CO #28 / DETENTION POND 1 _ 15000 SF
INV. IN = 7.50 # INV. OUT - 4.20 ��p
' 25 LF 15" CMP = DAESON'S WAY , ., \a \_ . \ f EX. INV. = 6.D8 = INV OUT 7.50 r/ P.P. ELEV. = 5.0 i STA. 4+25.10 /�
.. � - INV. IN 5.00 `-...-
' __.. INV. OUT = 4.30 CURB HIGH POINT/
' 35 p
r - -- �_ _ CL ELEV. = 9.33 ; ,�•� PROPOSED d\ O
o r= [ BEGIN .$MWE
4 4
24,920 SF `� I - -; O TC ELEV. = 9.50 ii ; .,i DETENTION POND #2 SC
t'i 16,3.193 w ® �/'� P.P. ELEV. = 5.0 �� OUTFLOW WEIR IPkK 7.50
%,• ;/� V' ��. SEE DETAIL
o J _ --
0 15 589 SF n a ✓' /�� ��� \.
r -
.. O.-
k' 25315, 030 SF
INV. IN = 4.60 L3' 1 I '' 69 ' EX. INV. = 6,03 INV. OUT = 4.30 1 m 15847 0
15, 330 SF 2 J1j O SF U �- . - -Q.17% SLOPP
a SAVANNAH DRIVE q .I f ~ �' o o= 0
STA. 3+73.50 I' I -8S - - -
w CURB HIGH POINT m �W
h w _ 1f - - - - -
• CL ELEV. = 8.7.3 DITCH INV. 7.00
�&-t SIlIE SZpPE
BEGIN SWALETC ELEV. = 8.90 �EX INV 6 51IE jj j
O34 INV. = 7.75 82 :rU f O �j j 3 1F3 BEGIN SWA
I 14 CURB INLET #4 n 4� ; I I! O V. = 7.50..
25, 040 SF 7 34, 819 SF OfJ f f 16, 503 O
BEGIN DITCH WHITNEY DRIVE STA. 2+59.9 fCa
- STA. 2+22.00 17,271 SF TC = 8.30 ru ! TD Q� p 71
7.75 a ,c BEGIN SWALE + -' 72 73.
CURB HIGH POINT INV. = 5.00 �7 NV. = 8.00 I +W 15,002 SF O 74
CL ELEV. = 9.33 f 15, 000 _ 15,057 SF
EX. 18" CPP TC ELEV. = 9.50 ± � JJJ N 70 •
SEE NOTE TO BE REMOVED CO #24 " CO #25 �ry o CURB INLET #34 16,.367 SF
INV. IN = 6.42 II 80 LF 18 CMP 25 LF 18" CMP 51 LF 24" CMP 17,983 SF + STA. 4+07.75
EX. INV. = 7,19€ - #13 INV. OUT = 6,10 v INV. 1N = 5.10 INV. IN = 5.00 O INV. IN = 4.70 TC = 8.90
a INV. OUT = 5.00 INV. OUT 4.60 INV. OU7 = 4.50 CURB INLET #30 CO #3 TANNER'S COURT INV. = 5.20
If EXISTING DITCH TO REMAIN UNDISTURk?Ei? "€ $
r a STA. 0+39,2 389 LF 24" CMP STA. 2+34.01
BEGIN , S LE _ a=i:...i N v
0. TC = 8.90 INV. IN = 5.20 CURB HIGH POINT
X IfIV. 6 67 T STAg2+59.93 l - - R TANNERS COURT
1 CURB INLET #31 INV. 4.70 INV. OUT = 4.70 CL ELEV - 9.28 STA. 4+82.81
F f :` -^^- " TC = 8.30 j STA. 2+35.77 CURB HIGH POINT
r_X:. INv-= �J EX. INv. - 8.81
TC ELEV. = 9.45
p -- INV. = 4.60 �; ` �
TC = 8.90 CL ELEV. = 9.19
O33 = TC ELEV. = 9.25
f 1 O INV. 4.50
29 670 SF
c1
Y 17 832 S ,. � .. ..Aa
.{..
CURB INLET 5 . �r-� '�, :M;..,,,.r .� ,,; �`..
p STA. 1+79.14 3
Lc1 DAESON'S WAY
j TC = 8.55 STA. 2+23.25 75 SEE NOTE
' 2 ' INV. = 5.10 WHITNEY DRIVE Co TANNER'S COURT j #13
° # +� STA. Q+00.00 CO #4 - 15,204 SF
��p p CO STA, 0+00.00 Q C1 CL ELEV, _ $.75 25 LF 18" CMP Lu
N/F W _� 125 LF 18" CMP INV. IN 5.70 CURB INLET #33
SAVANNAH DRIVE �
O 4 32 INV 1N = 5.20 STA. 2+2$.81 179 LF 18" CMP
� o '�� � � j INV. OUT = 4.60 � STA. 3+86.43 CO #2
STEVE TWINE "� 4r o INV. OUT = 5.10 CL ELEV. = 8.20 Q INV. IN = 4.60 TC = 8.90 25 LF 18" CMP
m % CURB INLET #32 m INV. N = 5.70
D.B. 828 PG. 800 �, ! 24,355 SF 2^D INV. OUT = 4.50 INV. = 5.70
� 0 37 , STA. 0+39.28 0
' ZONED: Al & R-15 0 �� tC = 8.90 ►- EX. INV. 5.83 Lu
INV. OUT - 5.20
D n3
2� 16 p O 25 LF 15" CMP INV. = 5.70 EX INV__ S 93
CURB INLET #37 SAVANNAH DRIVE CL? N INV. IN = 4.70
STA. 0+30.90 � 81 ~o O ~ "�
TOP OF BERM STA. 0+53.17 .. CL ELEV. = 8.83 41 O INV. OUT = 4.60 O 80 79 =
k SWALE INV. = 7.55 k TC = 8.93 •- 1 X o 78 u 76
ru 4r ELEV. = 9.00 BEGIN CURB l ~ O
ENV. = 5.20 0 15,000 5F `'J .15,030 SF 0 77
1' EX INV. = 6.08 15,030 SF. n 21,594 SF
TC = 9.00 � 1
SLOPE EX. 18" RCP 15 LF 12" CMP Q20.001 ._ 30 SF O0
EX. 18" RCP 3 �- CURB INLET #36�
15 040
' CX. INV, E'>.30� 9.0 TO BE REMOVED T0, BE REMOVED INV. N = 7.20 SAVANNAH DRIVE �� . STA. 0+56.25 �
STA. 0+20.02 - �, 8.d TC = 9.50 # TOP OF BERM .
�. INV. IN = 5.98 INV. OUT = 5.2 \ - J % CURB INLET 35
INV. IN = 6.30 INV. OUT =5.86 CL ELEV. - 8.85 STA. 0+56.25 m
LX- T5" CPF �� ' INV. = 4.60 ELEV. - 9.00 EX, 15" RCP
70 LF 18" RCP f .�_ - - TC = 9.50 0 .
- = EX. INV. = 5.71 INV. IN 5.85 �. --- OUTFLOW WEIR TO BE REMOVED
INV. IN = 6.05 � - SEE DETAIL yo INSTALL TEMPORARY INV. = 4.7 x N BMN 8.00``
�iNV_ OUT 5,69 ( ) � INV. IN = 5.99
INV. OUT - 5.95 -- GRAVEL CONSTRUCTION EX 21 CMP 0 _ C� J - .11% SLOPE INV. OUT -- 5.78
/ ENTRANCE (SEE DETAIL) TO BE REMOVED 90 p
15 LF 12" CMP -
- � 0,34% SLOPE INV. IN = 7.35 INV. = 5.29 EX. INV. - 5.87 -- ;
---__-�_ EX. _ -
- INV. OUT = 4.70 w
EX. T8" RCS' _,__._
N V Tfd__-6-+9 ~�
S.R. o'
GRAPHIC SCALE INV ou T=.5.98 0
- -- INSTALL TEMPOR�DE�TAfL
DITCH INV. = 4.80
60 0 30 60 120 ELEV H=£f8 PAVEMENT Co #36
GRAVEL CONSTRDAESON'S WAY TO BE"CMP
REMOVED
ENTRANCE (SEE EX. DITCIF TO BE STA. p+19.96 INV. IN = 6.05
REGRADE 0 0.00% CL ELEV. = 9.50
SLOPE INV. OUT = 5.97 EX. DITCH TO BE EX 18" RCP
2-70 LF 30" RCPS DAESON'S WAY REGRADE 0 0,00%
( IN FEET) INV. OUT 4 40 SLOPE INV. IN = 5.52
0 TO BE REMOVED-
STA. 0+22,21CL
1 inch = 60 ft. BEGIN ECURB
9 43 INV. OUT = 5.98
MATCH EX. PAVEMENT
I-r FV = +a on TC ELEV. = 9.60
maP Z $oX ins
SVj -1 aPou ID
SITE DATA:
1. OWNER/DEVELOPER:
DOWN EAST DEVELOPERS,
P.0 BOX 2232
fLIZABfTH CITY, NC 2790fi
[phone]
2, THIS PROPERTY IS ZONED: R-15
3. AREA TO BE SUBDIVIDED: 42.66 AC
4, TOTAL DISTURBED AREA: 45 AC
5, TOTAL IMPERVIOUS AREA: 17.84 AC
PERCENT IMPERVIOUS = 41.82%
6. SMALLEST OVERALL LOT = 15,000 SF
7. LINEAR FOOTAGE OF PROPOSED STREETS:
TANNER'S COURT 482.81 LF
DAESON'S WAY 866.69 LF
RILEY DRIVE 1,710.44 LF
WHITNEY DRIVE 1.230,43 LF
SAVANNAH DRIVE 1,274,47 LF
TOTAL 5,564.48 LF
8. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT
PROPERTY LINES,
9. TOTAL NUMBER OF LOTS: 82 + OPEN SPACE
10. THIS SITE IS LOCATED IN FLOOD ZONE "X"
ACCORDING TO FEMA FLOOD MAP 3720891200 J &
3720892200J, DATED OCTOBER 5, 2004.
11. TOTAL OPEN SPACE PROVIDED: 3.93 AC
(POND AREA 1.95 AC)
TOTAL OPEN SPACE REQUIRED: 0.47 AC
42 X 3.2 (3 BEDROOMS) = 134.40 X 108.9 = 14,636.16 SF
42 X 4.0 (4 BEDROOMS) = 168.00 X 108.9 = 18.295.20 SF
TOTAL = 32,931.36 SF - 0.75 AC
12. THIS SITE HAS NO WETLANDS.
13, ALL RUNOFF FROM IMPERVIOUS AREAS MUST BE DIRECTED
TO ROAD OR DITCH DESIGNED TO DRAIN TO THE DETENTION POND.
e
.Glf�k ..�siA646� �
DITCH INV. = 6.72
RILEY DRIVE
STA. 17+00.00
PAVEMENT ENDS
CL ELEV. = 9.23
TC ELEV. = 9.40
1TEMPORARY CUL-DE-SAC
��j TO BE CORSTRUCTED
EX. INV. = 6.11
WITCH INV. = 4.701
N /F
BETSY ANN S WHITE
D.B. 212, PG. 358
ZONED: A--1
EX. DITCH TO BE
REGRADED 0 0,00%
101
DRAINAGE AREA #2
wooW IF ff IMNU
LIMITS OF DISTURBANCE
-
ROAD CENTER LINE
9
EXISTING CONTOUR
9.0--
PROPOSED CONTOUR
- - - -
EXISTING DITCH
PROPOSED DITCH
PROPOSED SIDEWALK
EXISTING PAVEMENT
PROPOSED PAVEMENT
RIP -RAP
®
SEWER MANHOLE
lqqppl
CHECK DAM
�a
DRAINAGE FLOW
BENCHMARK
EX. 30" RCP
NV- IN 4-51 -
INV. OUT - 4.46
IINV.=4.70
TIE TO EX. 30" RCP
2-•25 LF 24" RCPS ENV. = 4.51
INV. IN = 4.70
= 4.60 Ex INV. = 5.56
�.--~-RFGOAM- ry
:X. 24" RCP
f0 BE REMOVED
NV. IN = 5.41
NV. OUT = 5.13
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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 GRQUNDCOVER (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 SALE
NTS
6 SAX
MAX. HEIGHT
18"
LENGTH AS NECESSARY
TO INSURE STABLE INSTALLATION
FILTER FABRIC
BACKFILL MINIMUM 14" U
8" GRAVEL OR
COMPACTED SOIL
1. FILTER FABRIC SHALL BE EXTRA STRENGTH FABRIC \ \
CAPABLE OF MEETING 50LB/L1N. 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. \j
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
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,
JA-
z CORBEL MASONRY AS REUD FROM
0 FULL DIM'S OF RISER BARREL TO
INSIDE DIM'S OF FRAME. CORBEL
a
u? R CONE SECTION MAY BE ECCENTRIC.
r
w
o cr NOTE: ALL MATERIAL AND INSTALLATION TO
w MEET MIN. SPECIFICATIONS OF NCDOT "
3 Z STANDARD SPECIFICATIONS FOR ROADS
Li o AND STRUCTURES LATEST EDITION.
u-
to
C.I. STEPS FOR INSIDE
a DEPTH GREATER THAN 4'
w
V) INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
PARGE INVERT'
W LARGEST CULVERT DIAM. PLUS
CONCRETE SCOPE TO
__ M 16" IN EACH D.
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
=INV. OUT :: • :::::........... -
...... :. ...... 3000 PSI CONCRETE FOOTING
-' I 111�I 1=! I I� I I� I I- 1 I W/ 6x6x10/10 WWM
95% OF ASTM D 698 COMPACT SUBGRADE
TO
CURB INLET
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.
011141.1PCr',
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.
SECTION
SEEDING &MULCHING
TOF
TOP OF BANK
BOTTOM OF DITCH
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
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
TOP OF BANK
4 2
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OP OFIBANK
i" EROSION CONTROL STONE
DEPTH TO FLUSH WITH
OF DITCH
­YER OF FINE GRAVEL
OR WOVEN GEO-TEXTILE
RIP -RAP OUTLET APRON
NTS
TOP WIDTH VARIES R TOP WIDTH VARIES
R 'L
EXISTING GROUND EXISTING GROUND
T 4" / /\\'\\ \`��� - - - - - - -DEPTH - - - - - - - - \ /�\\\�N\�f�\,�\�\\ f \\�/\`�/i\�/�\\ \/�\ -\ - - - - - - - DEPTH /�/\\/�\\//\\/\\
\�'\\ \ VARIES,, /�\/� �� VARIES
ADJOINING/ F� PERKINS ESTATES ADJOINING _ PERKINS ESTATES
NqZPROPERTY SUBDIVISION PROPERTY ( SUBDIVISION
'*�—EX. PROPERTY LINE GRADE POINT GRADE POINT
NOTE: DITCH NOTE:
ALL DITCH CONSTRUCTION MUST REMAIN ON THE PERKINS ESTATE SUBDIVISION ALL DITCH CONSTRUCTION MUST REMAIN ON THE PERKINS ESTATE SUBDIVISION
PROPERTY AND SHALL NOT DISTURB THE ADJOINING PROPERTY. UNDER NO PROPERTY AND SHALL NOT DISTURB THE ADJOINING PROPERTY. UNDER NO
CIRCUMSTANCES IS THE CONTRACTOR TO ENCROACH ON THE ADJOINING CIRCUMSTANCES IS THE CONTRACTOR TO ENCROACH ON THE ADJOINING
PROPERTY WITH CONSTRUCTION OR EQUIPMENT. PROPERTY WITH CONSTRUCTION OR EQUIPMENT.
NEW DITCH SECTION A - A NEW DITCH SECTION B - B
NTS NTS
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES", LATEST EDITION.
C.I. F. & G. = DI-840.16 BY CAPITOL FOUNDARY OF
VIRGINIA, INC. OR EQUAL, HEAVY DUTY CASTING,
RIM ELEV. FRAME = 180 LBS. MIN., GRATE = 270 LBS. MIN.
(SEE PLANS) 8"
CORBEL MASONRY AS REQ'D FROM FULL DIM'S OF
RISER BARREL TO INSIDE DIM'S OF FRAME.
CORBEL OR CONE SECTION MAY BE ECCENTRIC.
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM.
8" SEWER BRICK MASONRY (SOLID)
...................... SET MASONRY WALL FLUSH
W/ BELL END OF CULVERT
PAGE INVERT W
CONCRETE -- SLOPE TO
CULVERT INVERT. SEE PLANS FOR
CULVERT TYPE & SIZE
INV. IN.
•::.:�::::::•.�::.� ::�.:•: �:::.�:.�:•::::.�:::.�:.�.�............... SEE PLANS FOR SLOPE
...: INV. OUT.:c•:: _: _:::::::::
........................:...........::.:::.:::.:.::
-----------------------
..
3000 PSI CONCRETE FOOTING
.............................................
l W/ 6x6x10/10 WWM
�I "'i I i COMPACT SUBGRADE TO 95% OF ASTM D 698
DROP INLET
NTS
SET RIM AT PROPOSED
PAVEMENT GRADE
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
... s::::
4
PARGE INVERT W/ a
CONCRETE SLOPE TO
CULVERT INVERT.
NC MANHOLE FRAME AND COVER (MH-2001) BY
CAPITOL FOUNDARY OF VIRGINIA. INC. OR EQUAL,
HEAVY DUTY CASTING, FRAME = 180 LBS. MIN.,
GRATE = 270 LBS. MIN.
#5 REBAR 8" E.W.O.C.
i
Qa 8" THICK CONCRETE LID
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM.
6" PRECAST CONCRETE
a
SET CULVERT FLUSH
WITH INSIDE WALL
�. SEE PLANS FOR
CULVERT TYPE & SIZ
INV. IN. } SEE PLANS FOR SLOPE
OUT:.:.
.............................................................
co a 6 A4, .ad 1 PSI CONCRETE
-'a - 3000 NCRETE FOOTING
11=11 W/ 6x6x10/10 WWM
COMPACT SUBGRADE TO 95% OF ASTM D 698
P7.
JUNCTION BOX
NTS
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.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
2" X 4" WOOD FRAME
II II
II II
U
2" X 4" STAKES
BURIED
1BRIC
TE
FFRAME
1. SPACE STAKES EVENLY AROUND THE PERIMETER
- �-
OF THE INLET A MAXIMUM OF 3' APART AND
—1
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
7
7
BYPASSING THE INLET. IT MAY BE NECESSARY
TO BUILD A TEMPORARY DIKE ON THE DOWN
FILTER FABRIC
SLOPE SIDE OF THE STRUCTURE TO PREVENT
r� (GATHER SS
BYPASS IAL FROM WITHIN THE
lMPOOLRBE
AT CORNERS)
SEDIMENT MAY USED FOR DIKING.
E
PERKIr
SUE
FABRIC DROP INLET PROTECTION
NTS
DITCH CLEAN - OUT
SECTION C - C
NTS
NOTE;
ALL DITCH CONSTRUCTION MUST REMAIN ON THE PERKINS ESTATE SUBDIVISION
PROPERTY AND SHALL NOT DISTURB THE ADJOINING BANK OF THE DITCH.
UNDER NO CIRCUMSTANCES IS THE CONTRACTOR TO ENCROACH ON THE
ADJOINING PROPERTY WITH CONSTRUCTION OR EQUIPMENT.
50'
RIGHT OF WAY
3%' 4lh' 2W 21�' 24' 2%* 2%' 4%' 3%,
SIDEWALK CURB PAVEMENT CURB SIDEWALK
& GUTTER I & GUTTER
1/4" PER FT
,. -
37
L _.._ _.
STREET TYPICAL SECTION
NTS
SURFACE: 2" TYPE SF 9.5A ASPHALT
BASE: 6" ABC STONE
44 N
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JGG GRADE
11 t
RIP RAP PAD
TOP ELEV. = 5.20
MARSH VEGETATION
PERMANENT
WATER SURFACE
ELEV. = 5.00
EARTH WEIR ACROSS
END OF FOREBAY AREA
w
0
ELEV. = 2.00
\!� \ Y\
BOTTOM ELEV. _
FOREBAY AREA CROSS SECTION (POND #1)
NTS
,17
m.w ' d
RIP RAP PAD
TOP ELEV. = 5.20
PERMANENT
IG GRADE 20WATER SURFACE
ELEV. = 5.00
1
MARSH VEGETA
ELEV. = 2.00
EARTH WEIR ACROSS
END OF FOREBAY AREA
w
4
BOTTOIifi ELEV = 1.00
FOREBAY AREA CROSS SECTION (POND #2}
NTS
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.)
EX. GRADE
fpo
F
6:
10' VEGETATED SHELF --�
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
IRIS VIRGINICA
ARROWHEAD DUCK POTATO
SAGGITARIA LATIFALIA
PERMANENT POOL ELEVATION = 5.00
�E
ti
POND BOTTOM
ELEV. = 0.00
WET BASIN CROSS SECTION (POND #1}
NTS
TOP OF BERM ELEV. = 8.00
p10YR= 7.38
INLET ELEV. = 5.00
WEIR INLET ELEV. = 6.07
PERMANENT WATER SURFACE CLASS B STONE -
ELEV. = 5.00
6" SCH 40 PVC TEE
THREADED PLUG WITH
4.5" DIA. HOLE
DRILLED THROUGH
CLEARANCE
OUTFLOW STRUCTURE (POND #1)
NTS
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.)
EX. GRADE
10' VEGETATED SHELF -�
8"
CROSS
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
IRIS VIRGINICA
ARROWHEAD DUCK POTATO
SAGGITARIA LATIFALIA
PERMANENT POOL ELEVATK)#h - 5-.00
�E
S<0'OF
POND BOTTOM
ELEV. = 1.00
WEIR
R26.
R
PRIME WITH CLEAN METAL 1/2" 0 ROUND
R1.00'
PERMANENT POOLI
ELEV. = 5.00
--`300.97' R12.00'
R14.00'
INFLOW
PROPOSED 16.67'
1" STORAGE
DETENTION POND #1 ELEV. = 6.07
65,
- - - - - - - - - - - - - - - - - - - - - - 5F 150 -=-�- - - _ �- - - - - - _ _
538_14 LF _
- - - _- _- - - - - -
_ 558.74 LF - - - - - - 67- - LF _ - - - - -
--___
=
- - - - -
+ �7.80' INFLOW
o \ 19.00'
e "o
0 30'
146.72' _ �\ "-\\00' PERMANENT POOL
\�' '�• \. ELEV. = 5.00
61
302 14 LF
PROPOSED
r , ' DETENTION POND #2
19,676 11 SF = 0.45 ACC
R1.00'
i" STORAGE
ELEV. = 5.58
289.59'
R5.00'
L--
DETENTION POND DIMENSIONS (POND #1 1
NTS
DETENTION POND DIMENSIONS (POND #2)
NTS
WET BASIN GROSS SECTION (POND #2)
NTS
TOP OF BERM ELEV. = 8.00
'K710YR=5.97
INLET ELEV. = 5.00.
WE#R INLET ELEV. = 558
PERMANENT WATER SURFACE CLASS B STONE --
ELEV. 5.00
co
6" SCH 40 PVC TEE
THREADED PLUG WITH
2-1/8" DIA. -HOLE
DRILLED THROUGH
6' MIN.
CLEARANCE
8"
.4.
v
° I 14 a
e a
DITCH BOTTOM
4 4"
QQ 4a� -
L12" RIP RAP
\#57 WASHED STONE
\\. DRAWDOWN DEVICE-
�-SCH 40 PVC PIPE
& FITTINGS PRIME WITH CLEAN METAL
' rbrur e- n•iur u.ru n n.or
OUTFLOW STRUCTURE (POND #2)
NTS
CROSS SEC
1/2" 0 ROUND
OUTFLOW
WEIR
-R1.00'
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