SW7080107_APPROVED PLANS_20080610

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�/91p
l
YYYYMMDD

1
I
LAKE NEW BERN - A PLANNED UNIT DEVELOPMENT
SIMMONS STREET EXTENSION & OAKS ROAD
/ ,tea°
- 09
SITE
NDRFpLk V � ���
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e
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VICINITY MAP NOT TO SCALE
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is:: �.•, ( +�A t'� .fi`_ q+,•` ,`+..�6Cti -.. r - ,. tom'. ��,i -
•1 !' '� t.. a'�, t4r t�f•M(, ri! .'tf� S" a ,� .d �l
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USGS MAP NOT TO SCALE
NEW BERN, NORTH CAROLINA
'V A A I" +4° 1 � ,\
DRAWING
SHEET INDEX
CS
COVER SHEET
C1
PRELIMINARY SUBDIVISION PLAN
C2
HORIZONTAL
ROAD ALIGNMENT
C3
OVERALL
WATER & SEWER PLAN
C4
OVERALL
SITE GRADING PLAN
C5
PLAN &
PROFILE
C6
PLAN &
PROFILE
C7
PLAN &
PROFILE
C8
PLAII &
PROFILE
C9
PLAN &
PROFILE
C10
ENLAFGED
STORMWATER PONDS #1 & #2
C11
OFF -SITE
UTILITY EXTENSIONS
C12
ROAD &
DRAINAGE DETAILS
C13
WATER &
SEWER DETAILS
C14
VACUUM
SEWER DETAILS
LANDSCAPE DESIGN BY:
JACK DAFT, RLA
LANDSCAPE ARCHITECT
O D� 609 CRAVEN STREET
NEW BERN, N.C. 28560
Q D P- 252.633.5603
F- 252.633.6793
MOBILE - 252.514.3798
GENERAL SUBDIVISION PLAN
OCTOBER 3, 2007
36 ZONED R-10
a�xaP"�y ZONEC� R-10 j3 1 �� ` �Z. 48 A ZONED R-10
RENNEY'S
N47'52'48"E 482.6 ' N48'01'48 E 313 10Ow CREEK I I cuwear
N48T06'48"E 78.37'
133
\ 1 132 \ NL2igi8�
6 ,3+ 1 50' NEUSE RIVER 1 I
Q I
+28 � \ � RIPARIAN BUFFER'•,
ZLAKE
�\& \ FLOOD ZONE AE 1 0 ZONED R-10 I
06 �\ FLOOD ZONE AE C:� FLOOD ZONE AE_ I Z
°0 COMMUNITY L�N53'55'1$"W wmemr c%
BUILDING ®
.ox mtvvi, ' in
LAKE 40®® K N B R 14.�0' N36'04'4�'E
PIER -�
N36'04'48
FLOOD ZONE SHADED X UY
\ \ W ZO E X ®®Gm cn 04I S3 4' 48
W
S53'5517,f
ZONED R-10A 100.00'
®amS-
N555'12°W- —
\ FLOOD ZONE AE ® ® o W C 20.00'
®c) _ FLOOD ZONE AE
W
i,
N4'05'53EZONED R-10A ®�
63.88ZONED 6 S53-55'12"1
MKS SCHOOL RD. 60.96'
OG C�® S44'05'53"W 1144.35' eJI46'17'10"W 355.54' r'
FLOOD Z0'IC JE FLOOD ZONE SHADED
pvv l m ' ZONED R-10 Ao� ZONED R-6 ;',
xaxa meAatr _
O\ FLOOD ZONE AE ,b F Z p W S H00
c OtID ZONE SHADED X
Co
c \ APPROVED
0 NI)RTH CAROLINA ENVIRONMENTAL
ZONED R-10A \\ ® r- ZONED C-4 DSIGEMENTTER OMMISSION
\ QUALITY
ZLAKE
z FLOOD ZONE AE
>Iornwater Permit Na�w U(� (i fC'
\ \ ® a
v FLOOD ZONE AE ` NED C-
FLOOD ZONE AE
\ X, FLOOD ZONE LEGEND
ZONE X
FLOOD ZONE SHADED X
ZONED R-10A \\\ \ S21'24'54"WCA— FLOOD ZONE X
(POVERALL PROPERTY ZONING PLAN FLOOD ZONE AE 1.08SCA'LE 1"-200 \ / SIMM�NS ST. FLOOD ZONE AE NOTE: UNSHADED AREAS WITHIN THE PROJECT
\ Y NCSR 1215 BOUNDARY ARE LOCATED IN FLOOD ZONE AE
UNLESS OTHERWISE NOTED
FLOOD ZONE SHADED X
FLOOD ZONE AE
I o(L 4 of
co
CQ
CD
o�
CD
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00 O
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rD
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(�> Ld S
W �z�
E
Ez03
7� o LLJ o
�./ m O
� r7
c L,' '
Llj Z ID
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o a
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H
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cs
07026

CURVE DATA
CURVE
CH BEARING
CHORD
LENGTH
RADIUS
C1
N69'24'16"W
145.38'
147.51
250.00
C2
S61'03'55"E
255.87'
264.34
300.00
C3
S32'22'00"E
36.17'
36.19
300.00
C4
N54'51'28"W
350.03'
362.29
400.00
C5
S60'43'43"E
240.29'
245.27
___ 00
C6
N44'3O'51"W
47.14'
47.18
350.00
C7
N0322'33"W
79.20'
87.96
56.00
C8
N39'44'08"E
23.07'
23.07
350.00
C9
N31'05'20"E
82.37'
82.57
350.00
C10
S35'44'09"W
197-74'
199.05
500.00
C11
S50'24'i6"W
56.93'
56.96
500.00
C12
S58'27'03'W
83.38'
83.48
500.00
C13
1449'39'25"E
140.85
142.18
300.00
C14
S61'41'43"E
45.42'
45.47
275.00
C15
S52'15'48"E
45.02'
45.07
275.00
C16
S42'47'06"E
45.86'
45.92
275.00
C17
S35'48'33"E
21.04'
21.05
275.00
C18
S31'15'49"E
22,58'
22.59
275.00
C19
N30'41'00"W
26.30'
26.30
425.00
C20
N3539'08"W
47.39'
47.41
425.00
C21
N41'57'01'W
46.00'
46.02
425.00
C22
N48'06'11"W
45.23'
45.25
425.00
C23
N52'30'08"W
20.01'
20.01
425.00
C24
N5653'23 W 1
45.06'
45.08 1
425.00
C25
N63'00'06"W
45.57'
45.59
425.00
C26
N69'13'17"W
46.65'
46.68
425.00
C27
N7537'38"W
48.33'
48.35
425.00
C28
N79'50'44"W
14.23'
14.23
425.00
C29
N1310'41'W
39.97'
41.00
52.50
C30
N44'44'08"W
16.76'
16.83
52.50
C31
N61'47'56"W
14,39'
14.44
52.50
C32
S79'50'06"W 1
53,27'
55.87 1
52.50
C33
N43'23'12"W
35.77'
35.79
375.00
C34
N47'14'54"W
14.76'
14.76
375.00
C35
NO3'22'33 W
114.55'
127.23
81.00
C36
S20'48'30"E
18.05'
18.76
19.50
C37
S24'11'30"W
11.68'
11.87
19.50
C38
N41'28'37"E
1.93'
1.93
375.00
C39
N29-45-26"E
70.92'
71.03
375.00
C40
S35'44'09"W
187.86'
189.10
475.00
C41
S49'11'52 W
34.10'
34.11
475.00
C42
S41.07'01 "E
45.04'
45.10
270.00
C43
S41'07'01"E
38.37'
38.42
230.00
C44
S59'39'27'W
59.26'
59.30
475.00
C45
N52'32'00"E
120.69'
121.40
325.00
C46
N49'37'59"E
77.52'
77.78
275.00
C47
N60'29'06"E
26.38'
26.39
275.00
C48
S62'08'30 W
20.02'
20.02
525.00
C49
S58'32'37"W
45.91'
45.92
525.00
C50
S5333'58"W
45.28'
45.30
525.00
C51
S49'07'03"W
36.22'
36.23
525.00
C52
S45'S0'14 W
23.89'
23.89
525.00
C53
S42'04'38 W
45.00'
45.02
525.00
C54
S37'09'26"W
45.14'
45.15
525.00
C55
S32'12'12"W
45.62'
45.63
525.00
C56
S28'35'36"W
20.53'
20.53
525.00
C57
S25'54'07'W
28.79'
28.79
525.00
C58
N25'07'43"E
9.05'
9.05
325.00
C59
N29'58'47"E
45.95'
45.98
325.00
C60
N37'49'43"E
43.03'
43.06
325.00
C61
NO3'22'33"W
43.84'
48.69
31.00
C62
N4955'59"W
16,37'
16.37
325.00
C63
N4SO4'18"W
27.43'
27.44
325.00
C64
S43'16'10"E
34.24'
34.25
375.00
C65
S49'20'26"E
45.19'
45.21
375.00
C66
S56'14'09"E
45.02'
45.05
375.00
C67
S61'12'56"E
20.14'
20.14
375.00
C68
S66'16'02"E
45.96,
45.99
375.00
C69
S73'24'57"E
47.56'
47.59
375.00
C70
S78'55'41 "E
24.56'
24.57
375.00
C71
SO4-24'26"E
24.69'
24.93
52.50
C72
S36'16'41"E
1 32,91'
33.48
1 52.50
C73
S62'34'37"E
14.67'
14.72
52.50
C74
N81'47'05"E
48.66'
50.59
52.50
C75
S384350"E
7.98'
7.98
325.00
C76
S43'28'44"E
45.85'
45.89
- 00
C77
S51-29-58"E
45.06'
45.10
325.00
C78
S59'2T34"E
45.1T
45.20
325.00
C79
N89'48'56"E
46.61'
49.76
40.00
C80
S22'40'31 "E
42.24'
44.50
1 40.00
C81
N22'21'45 W
1 41.87'
44.06
40.00
C82
S87-42'49"W
1 49.66'
53.57
1 40.00
EXISTING LAKE
(COMMON AREA)
C/L DATA
SEE SHEET C2
NOTE•
ALL COMMUNITY FACILITIES SHALL BE
DESIGNED TO BE HANDICAP ACCESSIBLE,
_ AE
SHADED X
^^ _ T N41,3T2TE 180.00
r PIER / 45.00' 45.0W 45.00' 45.00'
EXISTING LAKE
(COMMON AREA)
COMMON AREA
\
541'37'27w
T
o N
t20-0�'
0
O o
� �
sar3Yvw
"
o>
m NQw
�nm
_ m
S41'37'27w
o
541'3T 7w-
X
114.fS'
� 1
POOL
J•27'f5'�
1
N
158.97' n
U1
/ ®
a
145.4 L57 m
7
135 49
I� o ' I N 130 gg'
I 1 89 mm
13404' a
- N3527'1?'E
1 z 142.97
EXISTING LAKE
(COMMON AREA) 57.9Y
g- 35V 15't
1 13B 31
1 N3135 34,79 -
1027.1s"E
144.61
I
N
EXISTING LAKE
(COMMON AREA)
N3S2Y 15'E
165®
167 09' �
� riScg7'15�
20409'
-"N3�2T15,i
19598
�N3i2'FiSE
19359
_� 7i6'1S
Z4
�j
FLOOD ZONE X7
COMMON AREA r
of I
EXISTING LAKE
\ (COMMON AREA) �\
) ATER a
i
55 O \
4' SIDEWALK (TYP.)J
O1% / /SHADE / DEED BOOK 1606,
0,� Y rQG PARCEL 'A' PAGE 880
156,532 SQ. FT. 3.593 ACRES +
(FUTURE DEVELOPMENT)
O
Z
i
'Ly�
N
r�
EXISTING LAKE
I
(COMMON AREA)
NOW OR FORMERLY
CITY OF NEW BERN l I
<..
DEED BOOK 2430, PAGE 0705
EXISTING LAKE
(COMMON AREA)
o
o
r'
I I
o
S41-37'27w
41-37'27w 225.00'
N47'08'27'E 119.09'
N4708'27'E 225.00' '2TE
.21 45 .21
N4708 225.00'
45.00 15.00 45 .00 45.00 45.00 45.00
-
A
a,
45.00 45.00 45 45.
_
_ -
1
AE
r
HADED 3
c1 1 NOW OR FORMERLY
�• y > - O JENNIFER L. MAY I
�m ®m " "' - -� '" ®. - © U I DEED BOOK 1711, PACE 1028 1
©I -®- ®m _ _ z N53'55'12"W t
� ® u J K EW ER RIV a sy�Eo " 4 14.50' t 200.00 I
N36'04'48"E
l o
C54 C53 C52 1.28 1 45 00' 4500' /5.00' 45.00' 45.00' 20' 45.00' BBo' C� I 4' SIDEWALK (TYP.) o w I
I 4' SIDEW K p css
Ce9 165.04 - _ N-
zoT N36'04 48"E
N
C60 C59 Mi C46 $ i 0
45.DO' 45.00' _ -�
S44'05'53w
c39 COMMON AREA & 12ano _ - �> t72.85' 'W 200.00' rn
-L31 544'05'S3w £i ® Z $ I w L46 �NMC40N �� S36'04'48'W S3fi'0448
O
�f p�FLOOD ZONE X ;5 5 6' 9 8
7
t' \ S21'24'54'W
ros's
CO®
lu
�y
N 120.00' S44'OS'S3w POND %2 2 su'o5 s3 1 t NOW OR FORMERLY I I T D
t 2n nn. Lam--.- ASKEW PROPERTIES, LLC G
®rTrm
�` / o t DEED BOOK 2459, PAGE 0930
,,, B 0 N53'55'12'W
® 2� S44'05 5sw o s ®-+ s - = 5 20.00' 1
0/B 120.00' 544'05'53w� i __ Sy�0t2n'mw o t I I C7 Z
o • 0®,� "' m l2D.OD: u u
O 44VJJJ 1. o S ®O'er S_ ® Sl+A2 So ®4%ICO I o
3"E IT 120.00' 544'OS'S3wC s44'05'S3w > O 5.00 0.00� 30. 0' 90.00 25.00' m u I L
1 � ten m. p I r 120.00' � � a 544'0553 � �",, - I -Al
N ® S r A �• L% o
. $ $ ® $ g $ 49 m ' ?
1w I 120.00' N o 25.00' 90.00' 30. J0. - 9U. 5. S44'05'53w 'OS'53'E I I O
NOW OR FORMERLY W
u $ c:: Q _ q�. 05 05�}]tl- U`• `p" 11 gyp ® CHURCH OF GOD OF PROPHESY
-� Saab 53w > 8_ 53 $_ 8 ® - - _ ® S Pi,. 4 g '4 DEED BOOK 958, PACE 503 I 1 I
120.00' `' S14'05'S3w S44'O5'53 W 115.00 115.00'
® > - �15.CA > 4a'05'53'E i g �, S44'OS'S3w I
0 o m
S44'057N o o $ $ ?j o ® g S44 os s3w COMMON AREA N44'05'53'E N46'17'10"E 345.88'
120A0' Si11500' i 544'0653w .00rr _ _ _ - _ - - - - - - - - I
115,53 63.88'
"PiD,• o ® "' 1- 1� S44'O5'53w g I T
_ ..•,�-�,. I OAKS SCHOOL RD. a, •,' I
__W'0555'S3w 1z0o0' - _ COMMON AREA
S44'OS'S3"W 1144.35' 1 m t S46'17'10'W 355.54' r� I
m N I� m
n
NOW OR FORMERLY
CRAVEN COUNTY BOARD OF EDUCATION
DEED BOOK 2076, PAGE 492
PLAT CABINET G, SLIDE 172-H ' I
1 0 1 r
I�I t
NOW OR FORMERLY
CRAVEN COUNTY BOARD OF EDUCATION t 1
DEED BOOK 2076, PAGE 0492
OAKS SCHOOL 1 t
I 1 \
GENERAL SUBDIVISION PLANv�
i
OCTOBER 3, 2007
i
i
i
UNE
QLdc1NAQ PRQPEQ�
LINE DATA
LINE LENGTH BFARING LINE LENGTH BEARING LINE LENGTH BEARING
r "W 34 60 00 L61 6 62
' Sy�FO
✓+ NOW OR FORMERLY C/L DATA
C. L. HAWKS SEE SHEET C,
DEED BOOK 1685, PACE 2,,54
N )
FLOOD ZONE SHADED X
JJJJJJ NOTE:
�/ SEE SHEET CS FOR MORE DFIAIIED
FLOOD PLAIN BOUNDARY REPRF"TNTATION
91.08,
EXT'
slomotSRS2 5 FLOOD ZONE AE
(DPRELIM
INARY SUBDIVISION PLAN
SCALE 1"=100'
C/L
L t
76.60
N52 30 03
L
1144 05 53 E
N54 10 38 E
L2
29.04
N80'48'17"W
L35
L.56
10.00
N45'54'07"W
FN45'54'07"W
L62
31.38
S54'1O'38 W
L3
14.00
N80'48'17"W
18.81
L63
309.22
N54'32'45"W
L4
112.95
N40'39'10"W
L3/
9.02
S24'19'51"W
L64
37.33
N09'11'43"E
1_5
29.45
N4_0'39'1O"W
L38
21.97
S47'08'27"W
S45'54'07"E
L65
41.07
N09'11'43"E
L6
65.34
N48-22'33"W
L39
10.00
L66
259.20
N53'55'121W
L7
64.02
N41'37'27"E
L40
10.00
N45'54'07"W
L67
37.63
S49'20'50"W
L8
56.68
N4922'33"W
L41
17.80 S36'19'551
L9
306.73
N41'37'27"E
L42
3.22 S45'54'07"E
45.00 S45'54'07"E
L10
9.02
N24'19'51"E
L43
ILL 1
L12
40.67
299.50
N47'08'27"E
N47'08'27"E
L44
L45
10.001 S45'54'07"F
10.00 S45'54'07"E
L13
369.41
N36'04'48"E
L46
3.22 N45'54'07"W
L14
8.19
S80'48'17"E
L47
17.80� N36'19'55"W
L15
8.35
S80 4817E
L48
6.69 S46 30 21 E
Lib
16.07
SOT11'43 W
L49
3.79 i N46'30'12"W
L17
28.46
S53'55'12"E
L50
9.02 S2419'51"W
L24
12.63
N49'20'50"E
L_51
39.67 1 N41'37'27"E
L25
7.50
S40-39'10"E
1_52
81.68 N48'22'33"W
L26
9.45
S40'39'10"E
L53
89.02 N41'37'27"E
L27
30.24
S48 22'33"E
L54
16.70 S48-22'33" F
17.85 S40'39'10"E
L28
10.09
N4922'33 W
L55
L29
39.02
S41'37'27"W
L56
20.08
S40'39'10"E
L30
1218
N4922'33 W
L57
11.76
S40-39'10"E
L31
138.38
N41'37'27"E
L58
1.50 S80-48'17"1-
L32
29.71
S45'54'07"E
L59
12.33
13.75
S09-11'43"W
S5' 4'32'45"E
L33
20.00
S45'54'07"E
L60
GRAPHIC SCALE
0 50 100 200
( IN FEET )
1 inch = 100 ft.
C/L DATA
SEE SHEET C2
LOT AREAS
LOT
SQ. FT.
ACRES
LOT
SO. FT.
ACRES
1
7.649
0,18
49
5.175
0.12
2
7,758
0.18
50
5,400
0.12
3
7,531
0.17
51
5,400
0,12
4
6,581
0.15
52
7,325
0.17
5
5,794
0.13
53
6,840
0,16
6
5,247
0,12
54
6,522
0.15
7
4,930
0.11
55
6,382
0,15
8
4,858
0-.1
56
6,367
0.15
9
5.071
0.12
57
6,367
0,15
10
5,509
0.13
58
6,367
0.15
11
6,187
0.14
59
6,367
0.15
12
6,625
0,15
60
6,367
IT 15
13
5,302
0.12
61
6,367
OAS
14
5,288
0.12
62
6.401
0.15
15
5,288
0.12
63
6,496
OAS
16
5,288
0.12
64
6,750
0,15
17
1 5,288
0.12
65
7,036
0,16
18
5.297
0.12
66
7,713
0,18
19
5,330
0.12
67
8,248
OA 9
20
5,239
OA2
68
8,519
0.20
21
5,388
0,12
69
8,560
0.20
22
5,400
0.12
70
8,560
0.20
23
5,400
0.12
71
5,400
0.12
24
5,400
0.12
72
5,400
0.12
25
.5,400
0.12
73
5,400
0.12
26
5.400
0,12
74
5,400
0.12
27
5,175
0.12
75
5,400
0,12
28
5,175
0.12
76
5,398
0,12
29
5, 400
0.12
77
5,286
0.12
30
5,400
0.12
78
7,323
0.17
31
5,400
0.12
79
6,804
0.16
32
5,400
0.12
80
6,302
0.14
33
5,400
0,12
81
5,975
0.14
34
1 5,400
0.12
82
5,894
0.14
35
5,400
0,12
83
6,211
0.14
36
5,400
0,12
84
6,746
OAS
37
5,400
0.12
85
7,072
0,16
38
5,400
0.12
86
6,016
0.14
39
5,175
0.12
87
6,219
0.14
40
5,175
0.12
88
6,661
0.15
41
5,175
0.12
89
6,967
0.16
42
5,175
0,12
90
7,274
0.17
43
5,400
0.12
91
7,427
0.17
44
5,400
0.12
92
7.437
0.17
45
5.400
0.12
93
8,290
0.19
46
5.175
0.12
94
6,993
(121
47
5.175
0.12
95
8,742
0.20
48
5,175
0.12
96
9.254 1
0.21
POSTAI
T
LOT N0.
ADDRESS
LOT NO.
ADDRESS
LOT NO.
ADDRESS
LOT NO.
76
77
ADDRESS
1
805 LAKE NEW BERN DR
26
304 OLIVER CT
51
101 BRADHAM CT
502 LAVE NEW BERN DR
2
803 LAKE NEW BERN DR
27
306 OLIVER CT
52
100 LAKE NEW BERN OR
504 LAKE NEW BERN DR
3
801 LAKE NEW BERN DR
28
308 OLIVER CT
53
102 LAKE NEW BERN DR
78
600 LAKE NFW BERN DR
4
715 LAKE NEW BERN OR
29
311 OLIVER CT
54
104 LAKE NEW BERN DR
79
602 LAKE NEW BERN DR
604 LAKE NEW BERN DR
5
713 LAKE NEW BERN DR
30
309 OUVER CT
55
200 LAKE NEW BERM DR
80
6
711 LAKE NEW BERN DR
31
307 OLIVER Ct_
305 OLIVER CT
56
202 LAKE NEW BERN DR
81
606 LAKE NFW BERN DR
608 LAKE NtW BERN DR
610 LAKE NEW BERN DR
612 LAKE NEW _BERN DR
700 BISHOP IN
702 BISHOP [N
104 BISHOP 11,
706 BISHOP I N
108 BISHOP IN
10 BISHOP LN
112 BISHOP IN
_?14 BISHOP IN
-16 BISHOP IN
800 LAKE NLW BERN DR
802 LAKL NEW BERN DR
604 LAKE NFW BERN DR
7
709 LAKE NEW BERN DR
32
57
204 LAKE NEW BERN DR
82
8
707 LAKE NEW BERN DR
33
303 OLIVER CT
58
206 LAVE NEW BERN DR
83
9
705 LAKE NEW BERN DR
34
1301 OLIVER CT 1
59
208 LAKE NEW BERN DR
B4
10
703 LAVE NEW BERN DR
35
200 SINGLETON CT
60
1210 LAKE NEW BERN OR
85
11
701 LAKE NEW BERN DR
36
202 SINGLETON CT
61
212 LAKE NEW BERN DR
86
12
613 COOR LN
37
204 SINGLETON CT
62
300 LAKE NEW BERN OR
87
13
611 COON LN
38
206 SIN(LETON CT
63
302 LAKE NEW BERN DR
88
14
609 COOR LN
39
2(IB SIN(L110N CT
64
304 LAKE NEW BERN DR
89
15
607 COOR LN
40
210 SINGLETON CT
65
306 LAKE NEW BERN DR
90
16
605 DOOR LN
41
211 SINl2ETON CT
66
308 LAVE NEW BERN DR
91
17
603 COIXt W
42
209 SINGLETON CT
67
310 LAKE NEW BERN DR
92
18
601 COOR LN
43
207 SINGLETON CT
68
312 LAKE NEW BERN DR
93
19
503 LAKE NEW BERN DR
44
205 SINGLETON CTI
69
400 LAKE NEW BERN DR
94
20
501 LAKE NEW BERN DR
45
102 BRADHAM CT
70
402 LAKE NEW BERN DR
95
21
405 LAKE NEW BERN DR
46
104 BRADHAM CT
71
404 LAKE NEW BERN DR
96
22
403 LANE NEW BERN DR
47
I(M BRADHAM Cl
72
4 6 AKE NEW ­BERN
23
401 LAKE NEW BERN OR
48
107 BRADHAM CT
73
408 LAKE NEW BERN DR
24
300 OLIVER CT
49
105 BRADHAM CT
74
410 LAKE NEW BERN DR
25
302 OLIVER CT
50
103 BRADHAM CT
75 1500
LAKE NEW BERN DR
PROPERTY LINE
15' SETBACK
-45.b6,
-
'
Y�-E
1
ECTRIC METER
I�
I
AP
OX. CE TER
J
25 PA KI�E$G
S
I
15 SE BACA
78'- 1
t
L I WATE
1
VK'E -
SEWER
RACE
UGE
Ilpy
_
- -
f
- UGE
PLACE 0" MIN. TO
12" MAX. POWER
OUTSIDE RIGHT-OF-WAY
J-
OX
NOTE:
1) DO NOT PLACE SERVICES IN DRIVEWAYS
2 PLACES SERVICES ON EACH LOT PER THE
PLACEMENT DIAGRAM SHOWN ABOVE.
B TYPICAL UNIT LAYOUT & WATER/SEWER PI ACFMENT
C1 CI SCALE: 1"=4(Y
PROJECT SUMMARY
NOTES*
PROJECT DATA:
1. PORTIONS OF THE PROJF''T ARE LOCATED WITHIN SPECIAL FLOOD HAZARD AREAS, ACCORDING TO THE FEDERAL EMERGENCY
OWNER/DEVELOPER:
LAKE HF'N BERN DEVELOPMENT COMPANY, LEG
MANAGEMENT AGENCY FLOOD INSURANCE MAP PANEL 3720557000J, EFFECTIVE DATE JULY 2, 2004. (SEE SHEET CS)
820 BROAD STREET
NEW BERN, NC 28560
2. ALL STRCCTURES SHIFT .IPON THE PROJECT SITE SHALL COMPLY WITH THE FIRE REQUIREMENTS SPECIFIED
[phone]
IN THE INTFRI.ATIONAL BUILDNG CODE WITH NORTH CAROLINA AMENDMENTS, DATED 2006.
OVERALL SITE AREA:
90.275 ACRES (EXCLUDING RAILROAD AND ROAD RIGHT-OF-WAYS)
TAX PARCEL ID:
B-240-105
3. SECTION 404 WETLANDS 'RC PRESENT ON THE PROJECT SITE. NO WETLAND AREAS ARE PRESENT IN THE AREA OF DEVELOPMENT.
SITE ZONING:
R-10A & C-4
4. NEUSE RIP:RIAN BUFFER -RFAS REGULATED UNDER 15A NCAC 02B EXIST ON THE PROJECT SITE IN THE AREA OF RENNYS CREEK
UTILITIES:
SEWER -CITY OF NEW BERN
THE LAKE ARE' WITHIN PRO.. -CT LIMITS IS NOT SUBJECT TO NEUSE RIPARIAN BUFFER.
WATER -CITY OF NEW BERN
ELECTRIC -CITY OF NEW BERM
5, NO STRUCTURES SHALL BF BUILT OUTSIDE OF THE BUILDING SETBACKS SHOWN WITH THE EXCEPTION OF FENCES,
TELEPHONE-EMBARQ
DRIVES, OR WALKWAYS.
CABLE TELEVISION-SUDDENLINK
6. ALL DRAINAGE AND UTILITY FASEMENTS CARRY THE RIGHT -OF -ACCESS BY THE CITY OF NEW BERN FOR THE
REFUSE COLLECTION -CITY OF NEW BERN
MAINTENANCE ND REPAIR OF DRAINAGE AND UTILITY STRUCTURES.
LENGTH STREETS:
5.79 fF
TOTAL � LOTS:
L
96 (SIN
96 (SINGLE FAMILY) LOTS (3-BEDROOM) +PARCEL A
7. EXISTING REES SHOULD BE RETAINED ALONG ALL PUBLIC ROADS EVERY 30 FEET ALONG EACH SIDE.
TOTAL AREA IN LOTS:
670,155 SF, 15.385 ACRES, 17.042% OF TOTAL SITE AREA
THESE TREES SHALL BE LOCATED WITHIN A ZONE 50 FEET PARALLEL TO THE CENTERLINE OF THE PUBLIC
AVERAGE LOT SIZE:
6,909 SF, 0 159 ACRES i
STREETS. THE TREES RETAIN: D SHALL BE AT LEAST 2 INCHES IN CALIPER.
TOTAL OPEN AREA:
3,019,012 SF, 69.307 ACRES, 76.774% OF TOTAL SITE AREA
8. THE DEVELOPER SHALL REIAIN AT LEAST 1,354 TREES ON THE ENTIRE TRACT (15 TREES PER ACRE)
TOTAL AREA RIGHT-OF-WAYS:
243,200.87 SF, 5.583 ACRES, 6.184% OF TOTAL SITE AREA
SETBACKS:
FRONT YARD - 15'
9. ALL FRONT & REAR PROPERTY LINES ARE SUBJECT TO A 15' UTILITY AND DRAINAGE EASEMENT. ALL SIDE LOT
SIDE YARD NOT ADJACENT TO PUBLIC STREETS - 10% UNLESS OTHERWISE INDICATED
LINES ARE SUBJECT TO A 10' DRAINAGE AND UTILITY EASEMENT CENTERED ON THE PROPERTY LINES.
SIDE YARD ADJACENT TO PUBLIC STREETS = 10'
ALL UTITLITY EASEMENTS CARRY A RIGHT -OF -ACCESS TO THE CITY OF NEW BERN.
REAR YARD SFTBACK = 15', UNLESS OTHERWISE INDICATED
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ORMWATER
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DEED BOOK 2076, PA.,; 0492
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ENLARCED ENTRANCE DETAIL
SCALE 1"-40'
STORMWATER POND #1
C/L LINE DATA
LINE
LENGTH
BEARING
L1
76.60
N52'30'03W
L2
29.04
N80'48'17"W
L3
14.00
N80'48'17"W
L4
112.95
N4039'10"W
L5
29.45
N40r39'10"W
L6
65.34
N48'2233"W
L7
64.02
N41'37'27"E
L8
56.68
N48'22'33"W
9
306.73
N413727E
L10
9.02
N24'19'51"E
1
40.61
W-68'27°E
t
299.50
N47'08'27"E
L13
369.41
N36'04'48"E
L61
6.62
N54'10'38"E
L62
_
31 38
S54'10'38"W
L63
_
3091:'
37 3f
N54'32'45"W
L64
NO9'ii'43"E
L65
41.07
L66
259.20
_N09'11'43"E
N53'55'12"W
L67
37.63
S49'20'50"W
C/L CURVE DATA
CURVE
CH BEARING
CHORD
LENGTH
RADIUS
Cl
N69'24'16"W
145.38'
147.51
250.00
C2
S61'03'55"E
255.87'
264.34
300.00
C3
S32'22'00"E
36.1T
36.19
30D.00
C4
N54'51'28"W
ME 03'
362.29
400.00
C5
S60'43'43"E
240.29'
245.27
350.00
C6
N44'30'51"W
47.14'
47.18
MID00
C7
403'2233"W
79.20'
87.96
56.00
C8
N39'44'O8"E
23.07'
23.07
350.00
C9
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82.37'
82.57
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C10
S35'44'09"W
197.74'
199.05
500.00
C11
S50'24'i6"W
56.93'
S6.96
500.00
C12
S58'27'03"W
83.38'
83.48
500.00
C13
N49'39'25"E
140.85'
142.18
300.00
LEGEND
- S- SEWER IlNE
NOTES:
-W- WATER LILAC
-D- STORM DRAIN
RCP REINFORCED CONCRETE PIPE
+2 0 PaOPOSED SPOT ELEVATION (GRADE
I. SEE DETAILS A, B & E, SHEET C12 FOR TYPICAL ROAD DETAILS.
EVENLY BETWEEN SPOT ELEVATIONS)
2.SEE DETAIL C, SHEET C12 FOR NEW PAVEMENT SECTION.
m SILT FENCE __ c
c2 C
SEDIMENT TRAP I-o
® DROP INLET cz L, c2 ct
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-•-T OUTLET PROTECTION
-_i c2
N VALVE & _VAT t'F BOX A
cz CI
WITH THE PROJECT VEGETATION PLAN, SEE
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5. SEE
c1
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• • SLOPE ASGRASSSWINDICATED C2ICt
PERMANENT 2" BLOWOF-E C2 CI
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EXISTING LAKE
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PHASE I
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EXISTING LAKE
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PHASE II
CONSTRUCTION
EXISTING LAKE
(COMMON AREA)
1 RELEASE FOR PERMITS_ JKA 1 1/15/07
2 DEPARTMEPIT REVIEW JKA 9j 04/07
!_ 3 RELEASE FOR PERMITS JKA 1101 24/ 07
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NOW OR FORMERLY
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2 8" VALVE
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MH#2A
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SIMMONS ST. EXT.
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80' PUBLIC RM/
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1 8" TEE UTILITY ENCASEM NT I
2 8" VALVE C3
1 8" CAP
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LEGEND
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�o SILT FENCE G
C3 C1
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GRASS SWALE
SLOPE AS INDICATED c3 C1
MANHOLE
SUMMARY
TABLE
MANHOLE ID
RIM
INV. IN
INV. IN
INV. OUT
REMARK,_
MH#1
9.08
1.17
-
-2.51
EXISTING MANHOLE-Iv1P MANHOLE CONDITION
MH#1A
8.8
L68
-
1.67
-- -
--
MH#2
9.5
2.67
-
266
MH 2A
9.5
2.88
-
2.87
MH 3
10.5
3.57
-
3.56
MH#3A
10.5
4.26
-
4.25
_
MH 4
9.0
4.79
-
4.78
5
MIT.32
8.4
5_
-
5.31
MH 6
8.0
5.79
-
5.78
-
MH 7
7.8
6.21
6.21
6.20
MH 8
8.6
6.95
-
6.94
MH 9
9.4
7.69
-
7.68
-
MH 10
9.­`
7.99
7.99
7.98
MH#11
9.8
1(1
1 B
t '
8.33
8.91
-
8.32
MH#12
-
8.90
MH 13
9.92
-
9.91
MH 14
-
-
10.33
MH 15
8.)
----
6.46
-
6.45
MIT 16
-
-
7.78
MIT 17
1(
8.29
-
8.28
MH 18
1C.8
-
-
9.33
NOTE: ALL MANHOLES WITH A RIM ELEVATION LESS THAN 10.0• SHALL BE
CONSTRUCTED WITH WATER -TIGHT COVERS.
-J- JLYYLI\ LIIVL
NOTES:
RCP REINFORCED CONCEE IF PIPE
1. SEE
DETAILS A, B & E, SHEET
C12 FOR TYPICAL ROAD DETAILS.
+27 o PROPOSED SPOT T'oIIATIONS) (GRADE
SPOT 111V
EVENLY BETWEEN SPOT
2.SEE
DETAIL C, SHEET C12 FOR
NEW PAVEMENT SECTION.
SEDIMENT TRAP 1 0
3. SEE
DFTAII D, SHEET C12 FOR
SIDEW-. K CONSTRUCTION.
® DROP INLET i c3 ci
4. REVEGETATF
ALL DISTURBED AREAS
IN ,ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
H VALVE & VALVE 130'Y
DETAIL M, SHEET C12.
c3 ci
5. SEE
DETAIL H, SHEET C13 FOR
TYPICI TRENCH SECTION.
O PERMANENT 2" BLOWOFF R
C3 C13
A
FIRE H DRANT C
- _ C3 C13
4" SEWER SERVICE
C3 C13
1 WATER SERVICE C
® CHECK DAM K C3 CI THRUST BLOCK E PRECAST MANHOLECs
C
C3jCIL C3C13 C3 C1
GRAPHIC SCALE
�a
0 50 a00 200
( IN FEET )
T inch = 100 ft.
400
Qo
CQ
Q�
O E-+ U]
o�
U W
4 W
4
U Q C-) Q
CD
Co o
i1 N Ln
Lo
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r�i QD
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C Q
CT N
t� E ULo
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O X
C Z
C Z �
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/1 L N
1�
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M O
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0 O
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41
E-�
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W
0
C3
O'7026

PHASE I
CONSTRUCTION
EXISTING LAKE
(COMMON AREA)
II I ' 1 1 11 I II„ -EXISTING OUTFACE I
PIPE (TO REMAIN)
1
NOW Oil FORMERLY 1 't
' � ? CITY 0; NEW BERN
' DEED BOOK 243Q PAGE 0705 1� t
SEE SHEET C10
1 NOW OR FORMERLY I I
� JENNIFER L. MAY
DEED BOOK 1711, PACE 1028 1 1
GRAVEL CONTROL ENTRANCE 1
g I 50 PUB IC RAv- 1' BB I I i 1 - 701E 18" RCP
` " DS 182LF 2 "RCP 6LF 4" RCP 15" RCP 15 LF 15 C,P I C4 Cl -- (2) FES
28LF 15 RCP _
D5�27
--
G
C
EXISTING LAKE
(COMMON AREA)
EXISTING LAKE
(COMMON AREA)
EXISTING LAKE
(COMMON AREA)
' � , ._moo .i••^�T�c:� _
DS0 24
ALF 15" RCP ir2 26LF 15" RCP DS/3 21LF 15- P
"� PE 32LF 15" RCP - 1
D525 29 ®> d-
4 - I STORMWATER � I �
Z - �. I G 1 NOW OR FORMERLY 1�I
' 28L 15° PE DS 26 21 LF 15" RCP® m r POND 2 I I V ' SILT FENCE_ 1 ASKEW PROPERTIES, LLC
® I G 4:1 SWAL 3B c) � - - �� 51 I I C4 C12 1 DEED BOOK 2459, PACE 0930- it
© O
g^o -®
I�I 15+00 © mC
T C 4:1 SW cp
t' 49, ,1
r ® 0 4 I � 4:1 SWALE ® I � 1
- - - - � �I NOW OR FORMERLY W
® 0 C ,C12 - y CHURCH OF GOD OF PROPHESY I'
40
DEED BOOK 958, PAGE 503
C44
- -. - -
��
-
1
11 � 11 1 11
1I 9 © SILT FENCE G o ) m�
ca-2 11 NOW OR FORMERLY
1 I v z CRAVEN COUNTY BOARD OF EDUCATION 1, 1
4:1 SWALE G 1 c'�� 1 FIFE BOOK 2076, PACE 492 '
`"' PLAT CABINET C, SLIDE 172-H
O
\
® 4 1 1
® �
1
m 1 1
O o NOW OR FORMERLY
1 1 � �1 CRAVEN COUNTY BOARD OF ! DUCA BON
\ 1A,
, \ o I DEED BOOK 2076, PACE 0492-
OAKS SCHOOL 1 1
®zsLF 15 RCP 1 (2) 18LF © RCP
`` sial
9 s �o�P�O�D-
Dspz
�0
1
CP 8.
_ DS}16 195LF 18" R
��
/
FENCE al I g SILT FENCE
o C4 C12 \
/
1 I 66 1' 1 261­F DS/15 \ 'i
1 18" RCP 1 /
1 DS114�
i
9
i ' 1 IX 4:1 SWALE G /
=m
�. I I m
/
Zy ,1 II 102LF 1 RCP _ C4 C12 i
/
$13 /
F 18' RR
18" RCP a I
I-L ALF 15" RCPO
DS/12
26LF 15" R
Cp
1
LEGEND _ S SEWER LINE
NOTES:
-W- WATER I':I RCP REINFORCED CONCRETE PIPE 1.SEE DETAILS A, B & E, SHEET C12 FOR TYPICAL ROAD DETAILS.
- D- STORM ^!N +270 PROPOSED SPOT ELEVATION (GRADE 2. SEE DETAIL C, SHEET C12 FOR NEW PAVEMENT SECTION.
/ EVENLY BETWEEN SPOT ELEVATIONS)
SILT FENCE c SEDIMENT TRAP
o n3.SEE DETAIL D, SHEET C12 FOR SIDEWALK CONSTRUCTION.
C4 C1 ®` DROP INLET ca c ca c 4. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
NOW OR FORMERLY
C. L. HAWKS
DEED BOOK 1685, PAGE 254
WITH
THE PROJECT V16ETATION
PLAN, SEE
OUTI ET PROTECTI!!1
L J
H
c4 c1
VALVE & VAI.VE BOX A
ca ct
DETAIL
5. SEE
M, SHEET Cl',.
DETAIL IT, SHEEN
(113 FOR
TYPICAL TRENCH SECTION.
CRASS SWALF
PERMANENT 2" BLOWOFFr D
C4 Ci3
FIRE HYDRANT
4" SEWER SERVICE F
SLOPE AS INHI .
I C4 Ct
yy0
C4 C13
C4 C13
CHFCK_D_AM
GCjC4
0-1" WATER SERVICE CTHRUST
BLOCK
C4ECt
PRECAST MANHOLE C
C4 C1
0 24LF R4- RCP
/ RS
42LF 18' RCP
SEE SHEEP C10 DSyrF
\ RAVEL CONTROL ENTRA CE J
Z2 - -
0- �� 70F "up -
CFF - -----
SNMM�NR5z4
c Ni
GRAPHIC SCALE
100 50 100 200
A OVERALL SITE CRADIN ; PLAN_
C4 C4 SCALE 1"-100' ( TN FEET )
1 inch = 100 ft.
NOTE: PROVIDE ROOF GUTTER SYSTEM
TO DIRECT RUNOFF TO STORMWATER
RETENTION PONDS
DRAINAGE STRUCTURE SUMMARY
DS#
STATION
RIM
INVERT
REMARKS
1
1+50
8.63 f
6.0
CURB INLET
2
1+50
8.63±
5.6
CURB INLET
3
-
10.0)±
2.4
MANHOLE
4
-
10.00±
3.1
MANHOLE
5
-
5.00±
3.9
YARD INLET
6
-
11.00±
4.8
YARD INLET
7
5+08.67
8.85±
5.0 DS 13 65 DS 8
CURB INLET
8
5+08.67
8.851
6.7
CURB INLET
9
0+29.52
7.84T
7.1
CURB INLET
10
0+29.52
7 84±
6.9
CURB INLET
11
4+68.23
8.86±
6.7
CURB INLET
12
4+68.23
8.86±
6.5
CURB INLET
13
6+00
9.101
5.5
CURB INLET
14
7+00
9.45±
7.5
CURB INLET
15
7+00
9.45±
6.0 DS 16 7,PDS 11
CURB INLET
16
8+94.11
10.13±
7.0
CURB INLET
17
0+27.42
9.58±
1 8.2
CURB INLET
18
0+27.42
9.58±
1 8.4
CURB INLET
19
9+37.67
10.29±
8.6
CURB INLET
20
9+37.67
10.29±
8.8
CURB INLET
21
-
10.00±
7.9
YARD INLET
22
-
9.20±
7.2
YARD INLET
23
-
11.95±
6.9
CURB INLET
24
18-+25
10.90±
5.9
CURB INLET
25
18+25
10.90±
6.1
CURB INLET
26
-
9.50±
6.3
YARD INLET
27
20+00
10.07±
5.0
CURB INLET
28
20+00
10.07±
5.2
CURB INLET
29
0+34.34
10.451
5.4
CURB INLET
30
0+34,34
10.45±
5.6
CURB INLET
31
21+50
9.36±
4.2
CURB INLET
32
21+50
9.36±
4.4
CURB INLET
33
-
9.50±
5.0
YARD INLET
34
23+31.02
&50±
3.2
CURB INLET
35
23+31.02
8.50±
3.0
CURB I'llFT
36
0+34.67
8.83±
3.4
CURB INLFT
3
0+34.67
8.83±
3.2
CURB INLET
38
24+87.31
7.91±
4.7
CURB INLET
39
24.87.31
7.91±
4.5
CURB INLET
40
26+25.35
8.06±
5.3
CURB INLET
41
0+33.17
&93±
5.5
CURB INLET
4'1
0+.33 17
8 93i-
5.7
CURR INI FT
SEQUENCE OF OPERATION:
1. SECURE PRO, -CT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. INSTALL STORMYI RETENTION POND.
6. INSTALL & FINE GRADE & STABILIZE ROAD & DRAINA.GE AREAS.
7. INSTALL SITE IM''-ROVEMENTS
8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
f'I
A' FILL MATERIAL NEEDED TO COMPLETE
TI '- PROJECT NOT GENERATED FROM ON SITE
('"DING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
NI III.-
11 I' ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
TI"N THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
0 1 1 " R ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
A':'Y EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
( " :OMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
RWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
C''',i R, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION I,nLITROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OF'FRATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFAL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATEI Y TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTI' IZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOR01 1 S, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ^DJA:CENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FRO11 BEHIND SILT FENCING
& CHECK DAMS WHEN THE SEDIMFIT ACCUMULATES TO
A DEPTH OF ONE FOOT.
5. SEDIMENT SHALL BE REMOVED FR01;1 THE STORMWATER
RETENTION POND UPON COMPLETIOP! OF CONSTRUCTION
AND PRIOR TO FINAL PLANTING.
QD
C
4�
CDE�cf)
0
E� d Q
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Q Q
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03 o
('1 N LC}
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Q I
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1--4 c IY cD
o LLJ o
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07026

I I
T
I o 0)
a�
cn
�I v
v00
C Z
W � I
n U) NEW 8' MHf3A
I WATER MAIN
r
rn
o SN( E2
m �
m MBN� S
z011-
Cn
*7.STA. 0+00 - LAKE NEW B -RN DR E 1701_q 18" k
SIMMON.. ST. E T. (2) S 1 42LF 18" RCP 0
0
(1) 8" TEE
(2) 8" VALVE ; MH 4
(1) 8' CAP DS 2
(1) THRUST BLOCK 1 01 6 e V 9 5
1 /
I I �1
UTILITY ENCASEMENT I
C3 C13 �
F GRAVEd _CONTROL NTRANC
GRAPHIC SCALE
40 0 20 40 8o 160
( IN FEET )
t inch = 40 ft.
A PLAN - LAKE NEW BERN DRIVE
C5 C5 SCALE 1 "=40'
NEW 8" PVC
WATER MAIN
DATUM
-11
STA. 0+00 LAKE NEW BERN DRIVE
Ch INT. SIMMONS ST. EXT.
C/L MH #4
STA. 1 +00.00
B PROFILE - LAKE NEW BERN DRIVE
C5 C5 HOR. SCALE 1"=40'
VERT. SCALE 1 "=4'
C/L MH #5
STA. 2+64.07
WATER/SEWER CONFLICT LEGEND
NUUBER NOTE
ROUTE NEW WATER MAIN BELOW NEW STORM DRAIN, PROVIDE MIN. 24" VERTICAL SEPARATION
ROUTE NEW WATER MAIN BELOW NEW SEWER MAIN, PROVIDE 20LF DI WATER AND
SEWER MAIN CENTERED ON CROSSING
NO-E: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER MAINS
9 95 94,, 9 _- 92 - --
' BISHOP LA E 87 86
x 25' PRI ATE RNVV - 20 PAVEMENT $
rr330.O(-F 8 PVC S ER ®0.4X
60.811F 'PVC /M 15_
\ SEWER 0.4% �
184E 15" RCP ---_ - -- NEW 8" PVC
1
S�
_ _
(2) 18LF 12" RCP
_ __ _ WATER MAIN
- STA. 9+15.97 LAKE NEW BERN DRIVE
I H
102.os 8
PVC
Dsp9
STA. 4+72.19 BISHOP LANE
STA. 0+00 COOR LANE
®04%
g
SEWER 0-
i
DER
$-
DSii11
MH 7
6-
00�-
26LF 15"
CP
j
_ -
IA3112
M
l �"�
RCP
-a
1
DSJ7 183NEW
_4-
8" PVC
/ WATER MAIN
S A. 4+88.45
LAKE NEW BERN
RIVE sp
1 y2-,/
STA. 04 00 BISHOP LANE- y <F 18"RCP ®oa9 EWER @ O
1 26LF 15" RCP
111
111
11� "1
1
1
1 -
1
i
11 )
9+37.67
10.29E
8.6
9+37.67
10.29E
8.8
-
10.00f
7.9
-
9.20t
7.2
-
11.95+
6.9
18+25
10.90E
5.9
18+25
10.90E
6.1
-
9.50+
6.3
20+00
10.07+
5.6
20+00
1 0.07+
5.2
0+34.34
10.45E
5.4
0+3T34
1 10.45t
1 5.6
CA AH #6
STA. 3+78.66
► 0 -4-9 _ MHHB - -182.2 of ' `�1'E Ae
N1� _ 26LF 18" RCPl<<
w
a
o�
o�
0
O O
d \
DSj
STATION
RIM
INVERT
REMARKS
31
21+50
9.36E
4.2
CURB INLET
32
21+50
9.36f
4.4
CURB INLET
33
-
9.50+
5.0
YARD INLET
34
23+31.02
8.50+
3.2
CURB INLET
35
23+31.02
8.50f
3.0
CURB INI ET
36
0+34.67
8.63E
3.4
CURB INLET
37
0+34.67
8.83E
3.2
CURB INLET
38
24+87.31
7.91+
4.7
CURB INLET
39
24.87.31
7.911
4.5
CURB INLET
40
26+25.35
8.06f
5.3
CURB INLET
41
0+33.17
8.93E
5.5
CURB INLET
42
0+33.17
B.93f
5.7
CURB INLET
ISTA. 4+88.45 LAKE NEW BERN DRIVE
STA. 0+00 BISHOP LANE
C/L MH #7
STA. 4+79.11
102LF 18" RCP
m
.PVC
MAIN
\Kt rvr • • 31' BIB
50' PUBLIC RIW -
® 10
O
-- -tJ-- -- - -.1I
MANHOLL 11)
HIM
INV. IN
INV. _
V.
REMARKS
MH#1
9.08
1.17
-
-251
MMG MWNQT-DROP MANLW CINMIM
MH 1A
8.8
1.68
-
1.67
MH#2
9.5
2.67
-
2.66
MH 2A
9.5
2.88
-
2.87
MHj3
10.5
3.57
-
3.56
M1,113A-
10.5
4.26
-
4.25
MH 4
9.0
4.79
-
4.78
MHJLS _
8.4
5.32
-
5.31
MH
8.0
5.79
-
5.78
MH /
7.8
6.21
6.21
6.20
MI
8.6
6.95
6.94
MH#9
9.4
7.69
_
7.68
MH D
T7
7.99
799
7.98
MH 11
9.8
8.33
-
8.32
MH 12
10.5
8.91
-
8.90
MH .3
11.8
9.92
DSy1
°_ �8" CC '
3) 8" VALVE
J
1 RELEASE FOR PERMITS JKA 1/15/07
2 RELEASE FOR PERMITS JKA 10/24/07
NO. DESC1­1flPTION BY DATF
Revisions
82 (,EE J
8
'ENS"�tl oOkO�_�M
8LF 15' RCP
8
2) i8LF 12- RCP
71.64LF 8" DI
SEWER @ 0-4%
g _ _ S
):�ijl7 „ ^T 26 DOE 8" PVC SEW
COOR L.IANE
25' IVATE RN V -1220' P/
0
0
8" P C SEWER @$C 4% c - +
MH/12 S
00+11
M004
NEW 8' PVC -�
WATER MAIN
_S S
1.4X I
NEW 8" PVC-/
WATER MAIN
15 �--I J_ -
LEGEND
-S- SEWER LINE
NOTES:
-W- WATER LINE
RCP REINFORCED CONCRETE PIPE
1.SEE
DETAILS A, B & E, SHEET
C12 FOR TYPICAL ROAD DETAILS.
-D- STORM DRAIN
+27 0 PROPOSED SPOT ELEVATION (GRADE
EVENLY BETWEEN SP01 ELEVATIONS)
2. SEE
DETAIL C, SHEET C12 FOR
NEVI` I'AVFMFNT SECTION.
o� SILT FENCE _
es Cl
D SEDIMENT TRAP � 0
DROP H, r1 cs c1
3. SEE
4. REVEGETATE
DETAIL D, SHEET C12 FOR SIPF':':!4LK CONSTRUCTION.
ALL DISTURBED AREAS II1 ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
OUTLET PROTECT ION H
VANE - Pm'.
DETAIL
M, SHEET C12.
J „5
CY
cs
c1
5. SEE
DETAIL IT, SHEET C13 FOR
TYPILIL TPENCH SECTION.
GRASS SWALE
SLOPE AS c5 ct
O PERMAN[TF I31owOFE C5 C13
ti�o
FIRE HYDRANT
- 4 SEWER SERVICE
INDICATED
®CHECK DAM K
C5�f;1
i" WATER SERVICE c - CS C13
llo�
C5 Cl
THRUST BLOCK E
C5FC13
C>) PRECAST MANHOLE C
C5 C13
C5 C13
9+00
I C • 00
STA. 9+15.97 LAKE NEW BERN
P;NE
STA. 4+72.19 BISHOP LANE
C/L MH #8
C/L MH #9
STA 0+00 C L MH CoOR 10 LANE
C/L MH #11
STA. 6+63,55
STA. 8+47.38
STA. 9+18.87
STA. 10+00.00
11+00
C/L MH #12
STA. 11 +40.73
18
16
14
12
10
6
s
4
2
0
-2
-4
-6
-8
12+00
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CD
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Q
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6 O x
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t®� m OZ
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07026

PC G, SL 135-C
�A
-J
_STA. 12+88.20/LAKE WE ERN DRIVE
STA. 0+00 C LANE
78 �
79
� I I
NEW 8" PVC
WATER MAIN
MH#I ,
A PLAN - LAKE NEW BERN DRIVE
C6 C6 SCALE 1"=40'
18
16
14
12
10
8
6
4
2
a
-2
-4
-6
-8
X
r8TEE
45' ELBOW \
ST BLOCK NEW 8
WATER M
20�
T BLOC( (1) 8PHASINGVALVE
/ 19
NEW 8" PVC
WATER MAIN
12+00 13+00
STA. 12+88.20 LAKE NEW BERN DRIVE
STA. 4+35.53 COOK LANE
B PROFILE - LAKE NEW _BERN DRIVE
C6 C6 HOR. SCALEE 1"=40'
VERT. SCAL1"=4'
32LF 15" PE
X
`�(2)
45' ELBOW2
THRUST BLOC
�1)
90' ELB
(1) 2
END OF NEOUT
(2) THRU
/OFPHASE
BLOCKF-LINE
LOW -OFF
CON
UCTION
VACUUM T
STA. +65
NEW
8" PVC
RIM = 12.2
WATER
MAIN
= 7.2
yr/
2/
D'.
ANHOIE 10
RIM
W IN
INV. IN
INV. LILT
REMARKS ----
EIOSTNC JMH0E-IR(Y' WAI0f CATION
_
MH 1
9.08
117
-
-2.51
MH 1A
8.8
1.68
-
1.67
MH12
9.5
2.67
-
2.66
MH 2A
9.5
2.88
-
2.87
_.
M 3 H
10.5
_
3.57
-
3.56
MH 3A
10.5
4.26
-
4.25
MH 4
9.0
4.79
-
4.78
_
MH 5
8.4
_
5.32
-
5.31
M
8.0
5.79_
-
5.78
MH 7
7.8
621_
21 6.
6.20
_
MH 8
8.6
695
-
6.94
MH 9
9.4
7.69
-
7.68
_
MH 10
9.7
_
7.99
7.99
7.98
9.8
8.33
-
8.32
105
8.91
-
890
11.8
9.92
-
9.91
12.2
-
10.33
Ljo
8.0
6.4E
-
6.45
9.3
-
778
11)
8.29
10.8
9.33
NOTE: ALL MANHOLES WITH A RIM ELEVATION LESS THAN 10.0' SHALL BE
CONSTRUCTED WITH WATER -TIGHT COVERS.
150.00' VC
HIGH POINT FLEV = 12.59
�! HIGH POINT SEA = 15+32.26
i a-. PVI STA = 15+50
14+00 15+00 16+00
C/L MH #13 PHASE
STA.13+90.87 CONSTRUCTION
PHASE
CONSTR( �TION
A
cc�s,ygsF
/OY
24 ST
(1) 4"x3"
NEW 3" PVC VACUUM
SEWER MAIN
WAILn MnlW
�t
K 67
TAKE NCW BERN DRIVE
ER COURT
VACUUM PIT A. 19+90)
RIM==6.0
N 4" PVC VACUUM
ER MAIN
DRAINAGE STRUCTURE SUMMARY
D_ 5
STATION
RIM
INVERT
REMARKS
1
1+50
8.63+
&0
CURB INLET
2
1+50
8.63t
5.6
CURB INLET
3
-
io.DOt
2.4
MANHOLE
_
4
-
10.002
3.1
MANHOLE
5
-
_
5.00i
3.9
YARD INLET
6
-
_
11.003
4.8
YARD INLET
7
5+08.67
&85t
0 36.5
CURB INLET
8
5+08.67
B.B5t
6.7
CURB INLET
9
0+29.52
7.84+
7.1
CURB INLET
10
0+29.52
7.84+
6.9
CURB INLET
11
4+68.23
8.86t
6.7
CUR13 INIET
12
4+68.23
8.86+
6.5
CURB_ INLET
13
6+00
9.103
5.5
CURB INUT
14
7+00
9.45t
7.5
CURB INIEI
15
7+00
9.453
igMST67.7 4
CURB INLET
16
8+94.11
10.13t
7.0
CURB INLET
17
0+27.42
9.583
8.2
CURB IN[ FT
18
0+27.42
9.583
8.4
CURB INLET
19
9+37.67
1029+
8.6
CURB INLET
20
9+37.67
10.293
8.8
CURB INIET
21
-
10.00+
7.9
YARD INLET
22
-
9.20+
7.2
YARD INLET
23
-
11.95+
6.9
CURB INLET
24
18+25
10.90f
5.9
CURB INLET
25
18+25
10.90
6.1
CURB INLET
26
-
9.50+
6.3
YARD INLET
27
20+00
1O.07t
5.0
CURB INLET
28
20+00
10.07+
5.2
CURB INLET
29
0+34.34
10.451:
5.4
CURB INLET
30
0+34.34
10.45+M5.OY,,ARD
URB INLET
31
21+50
9.36tURB
INLET
32
21+50
9.36iURB
INLET
33
-
9.50tARD
INLET
M
23+3102
8.503URB
INLET
35
23+31.02
&50iURB
INLET
36
0+34.67
&832URB
INLET
37
0+34.67
&B3+URB
INLET
38
24+87.31
7.91+URB
INLET
39
24.87.31
7.91+CURB
INI El
40
26+25.35
8.O6fCURB
INLET
41
0+33.17
8.933
5.5
CURB INLET
42
0+33.17
1 8.93+
5.7
CURB INIET
1 RELEASE FOR PERMITS JKA 1/15/07
2 RELEASE FOR PERMITS JKA 10/24/07
NO. DFSCRIPTION BY DATF
RC'VTSTons
�-ya.vnLvc-
STORMW: TER
POND 2
(D o
z v
WATER/SEWER CONFLICT LEGEND
NUMBER
NOTE
1�
ROUTE NEW WATER MAIN BELOW NEW STORM DRAIN, PROVIDE MIN. 24" VERTICAL SEPARATION
2�
ROUTE NEW WATER MAIN BELOW NEW SEWER MAIN; PROVIDE 20LF DI WATER AND
SEWER MAIN CENTERED ON CROSSING
NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER MAINS
TGEND
-S- SEWER LINE
NOTES:
-W- WATER LINE
RCP REINFORCED CONCRETE PIPE
1.SEE
DETAILS A, B & E, SHEET
Cl? }OR
TYPICAL ROAD DETAII_�.
-D- STORM DRAIN
+270 PROPOSED SPOT ELEVATION (GRADE
EVENLY BETWEEN SPOT ELEVATIONS)
2 SEE
DETAIL C, SHEET C12 FOR
NEB"'
A1,IL'.'('IT SCCTION.
SILT FENCE
G
SEDIMENT TRAP 0
3.SEE
DETAIL D, SHE C12 FOR
SII I "AI.K LEPSTU('IIOIL
cs
ct
DROP INLET cs
ci:; cs
a
4. RFVEGETATE
All DISTURBED AREAS AREAS
1G� DANSE
WITH
THE PROJECT VEGETATION
P(.A'I,
SEE
OUTLET PROTECTION
"
�, VALVE & VALVE Box A
DETAIL
M, SHEET C12.
_
cs
c1
c6c13
5.SEE
DETAIL IT, SHEET C13 FOR
TYF"'^L
TRENCH SECTION.
_.._ GRASS SWALE
O PERMANENT 2" BLOWOFF 0
C6 c13
tiYo
FIRE HYDRANT D
4" SEWER SERVICE
SLOPE AS INDICATED
cs
c1
Cs
c13
cs ICI3
CHECK DAM
K
1" WATER SERviCE C
~ �6C1
THRUST BIOCK
//
L")i 'AST MANHOLE Ic13
C6EC13
cs
_
c1
17+00 18+00 19+00 20+00
STA. 19+68.62 LAKE NEW BERN DRIVE
STA. 0+00 OLIVER COURT
18
16
14
12
10
R
6
4
2
0
-2
-4
-6
-8
21+00 2" 0 23+00 24-100
STA. 22+99.93 I41 NEW BERN DRIVE
STA. 0+00 SINGLEIUN COURT
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
ilT�l
9KAL r c
z 733
O
CD 1�(2)
0 C
0�,..
W
WW7„4
0�4
Ix 0 1x <1
O
U O
/i V LD
Lp
f
c M
0) > CO
C L
o, � N
r� Ln
W T_ N
C) Y X
C Q
E� - L�
C�
a 4 00
C I O
T h p O
rT, W
i� C) r
C _ N
1 Ln
� N
�U w
® fl O
.
W
Q
O
I-C
�1
m ✓µ-I � I--�-I
WF-II� �
nn� I �nn
r y
Qa .
In
W
07026

59
VACUUM PIT
58
5
STA. 24+35
RIM = 8.7
AKE NEW
ERN DRIVE
INV. = 3.7 o
50' PUBLIC
/VV- 31' B/B
O
N
00
DS/38
5+ 0
W
z 26LF 15' RCP
-� F 18" R P DS 39
�
M
M
_
� \
NEW 8"
STORMWATER
POND #2
A PLAN - LAKE NEW BERN DRIVE
C7 C7 SCALE 1"r 40'
18
16
14
12
10
8
6
4
2
0
-2
-4
-6
-8
24+00
B PROFILE - LAKE NEW BERN DRIVE
HOR. SCALE 1"=40'
C7 Ci
VERT. SCALE 1 =4
2 \ OUTLET
54 53
52
O 55
56
4A.126
4A.1
(1) 4"X3"
E
5 .40_ F tdEW E
STA. 0+ 0 BRAIIIAM LOUR
E
(1) 4" VAL
NEW 4" PVC VAC UM (1) 3" V
E
E
VACUUM PIT
SEWER MAIN THRUST BL
j
K
STA. 26+75
RIM = 9.8 8"x6"
INV. = 48
(1
(1 6"
TEE
VALVE
1 8"
VALVE
2 6 + 00
•
(1 THRUST BLOCK
152LF 15' .CP = DS 40
I
��'`• ( J
-M
s
15" RCP
21-
DS4
CEO
15
P
S#42
NEW 3" PVC VACUUM
(`
SEWER MAIN
/
NEW 6" PVC /
WATER MAIN
/ 51
SEE
SHEET
C9
WATER/SEWER CONFLICT LEGEND
NUMBER
NOTE
iQ
ROUTE NEW WATER MAIN BELOW NEW STORM DRAIN, PROVIDE MIN. 24" VERTICAL SEPARATION
2Q
ROUTE NEW WATER MAIN BELOW NEW SEWER MAIN, PROVIDE 20LF DI WATER AND
SEWER MAIN CENTERED ON CROSSING
NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER MAINS
25+00
26+00
2 /1
STA. 26+56.40 LA NEW BERN DRIVE
STA. 0+00 BRADH COURT
28+00
29+00
30+00
31+00
nl�
LEGEND
- W- WATER LINE
- D- STORM DRAIN
�o SILT FENCE G
C7 C1
CJ OUTLET PROTECTION H
C7 C1
.._ GRASS SWALE I
SLOPE AS INDICATED C7 CI
I DRIVE
LVE
1 RELEASE FOR PERMITS JKA 1�15/07
2 RELEASE FOR PERMITS JKA 10/24/07
INO.1 DESCRIPTION I BY I DATE
Revisions
DRAINAGE STRUCTURE SUMMARY
DS#
STA110N
RIM
INVERT
REMARKS
1
1+50
8.63E
6.0
CURB INLET
2
1+50
8.63E
5.6
CURB INLET
3
-
10.003
2.4
MANHOLE
4
-
10.00+
3.1
MANHOLE
5
-
S.00t
_
3.9
YARD INLET
6
-
ii.00f
4.8
YARD INLET
7
5+0867
8.85E
'I 36.5
CURB INLET
8
5+08.67
8.85t
6.7
CURB INLET
9
0+29.52
7.84E
_
7.1
CURB INLET
10
0+29.52
7.84+
6.9
CURB INLET
11
4+68.23
8.86+
_
6.7
CURB INLET
12
4+68.23
8.86+
6.5
CURB INLET
13
6+00
M01
5.5
CURB INLET
14
7+00
9.45+
--ERG
INLET
15
7+00
9.45+
_
6pOj 673 4
CURB INLET
I6
8+94.11
10.13f
7.0
CURB INLET
17
0+27.42
9.58t
8.2
CURB INLET
18
0+27.42
9.58E
8.4
CURB INLET
19
9+37.67
10.291
8.6
CURB INLET
20
9+3767
1029f
8.8
CURB INLET
21
-
10.00E
79
YARD INLET
22
-
9.201
7.2
YARD INLET
23
-
11.95E
6.9
CURB INLET
24
18+25
10.90E
5.9
CURB INLET
25
18+25
10.90E
6.1
CURB INLET
26
-
9.501
6.3
YARD INLET
27
20+00
10.07E
5.0
CURB INLET
28
20+00
10,071
_
52
CURB INLET
29
0+34.34
10.45E
5.4
CURB INLET
30
Of34.34
10.45E
5.6
CURB INLET
31
21+50
9.36t
_
4.2
CURB INLET
32
21+50
9.36t
4.4
CURB INLET
33
-
9.50E
5.0
YARD INLET
34
23+31.02
8.50E
3.2
CURB INLET
35
23+31.02
8*f
3.0
CURB INLET
36
0+34.67
8.83E
3.4
CURB INLET
37
0+34.67
8.83f
3.2
CURB INLET
38
24+87.31
7.91E
4.7
CURB INLET
39
24.87.31
7,91E
4.5
CURB INLET
40
26+25.35
8.063
5.3
CURB INLET
41
0+33.17
8.93E
5.5
CURB INLET
42
0+33.17 1
8.93E
5.7 1
CURB INLET
-S- SEWER LINE
NOTES:
RCP REINFORCED CONCRETE PIPE
+270 PROPOSED SPOT ELEVATION (GRADE
1.SEE
DETAILS A, B &
E, SHEET
C12 FOR TYPICAL ROAD DETAILS.
F`iENLY BETWEEN SPOT ELEVATIONS)
2.SEE
DETAIL C, SHEET
C12 FOR
NEW PAVEMENT SECTION.
SEDIMENT TRAP 0
[�
3.SEE
DETAIL D, SHEET
C12 FOR
SIDEWALK CONSTRUCTION.
DROP INLET c7 C�1C7 Ct
4. REVEGETATE ALL DISTURBED
AREAS IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
VALVE & VALVE Box A
DETAIL M, SHEET C12.
c7a3
5.SEE
DETAIL IT, SHEET
C13 FOR
TYPICAL TRENCH SECTION.
PERMANENT 7• BLOWOFF B
�
FIRE HYDRANT
D
�- 4" SEWER SERVICE ( E
C7 Ci
\ C7 C73
icy purr. �.rr -.._ 1 WATER SERVICE
C7 C13/13o.THRUST BLOCK L (:5)PRECAST MANHOLE /
C7 C1 � C7 C13
32+00
12"
1AIN
3VC
=R MAIN
STA. 32+51.4 LAKE NEW BERN DR.
C/L INT. OAKS RD,
40
SUMMARY TARI F
MANHOLEMANHOLE
N.
K
MH#i
9.08
1.17
-
- 2.51
DOSING MAMW WOP MANKLE CONIMACN
MH 7A
8.8
1.68
-
1.67
MH#2
9.5
2.67
-
2.66
MH 2A
9.5
288
-
287
MH 3
10.5
3.57
-
3.56
MH 3A
10.5
4.26
-
MH 4
9.0
4.79
-
__4.25
4.78
MH 5
B.4
5.32
-
5..31
MH
8.0
5.79
-
_
5.78
---
MH 7
7.8
6.21
6.21
6.20----
MIT 8
8.6
6.95
-
6.94
--
MH
9.4
7.69
-
7.68
-
MH 10
9.7
7.99
7.99
7.98
MH 11
9.8
8,33
-
8.32
_
MH 12
10.5
8.91
MH 13
11.8
9.92
-
9.91
-----
MH 14
12.2
-
-
8133
8.0
6.46
-
6.45
LH1
9.3
-
-
7.78100
8.29
-
828
10.8
9.33--
NUIE: ALL MANHOLES WITH A RIM ELEVATION LESS THAN 10.0' SWILL BE
CONSTRUCTED WBH WATER -TIGHT COVERS.
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
Q
E�
L
Ln
I,
'
00
O
(�
N
1n
v�
0
Q
p
C
-
Z
M
U)
0
O
co
Hj
U)
•C
Q
U
N
Ln
w
=
V
H
-
0
X
rT,
C
Z
Lf
O
E
N�4
0
�
00
o
�►
m
O
EdW
r
z
coD
C
p
N
f 1
O
To
LC)
Ln
N
X
I.
o
(�
O
Z
m
o
o
d
W
Q
W
�
O
O
r-W
O
r
I-�
H
En--�
W
O'7026

I
rr
O
G)
S
O
A PLAN - COOR LANE BISHOP LANE
C8 C8 SCALE 1"=40'
16
14
12
10
8
6
4
2
I•
(1) 8" TEE
(2) 8' VALVE
(1) THRUST BLOCK
NEW 8" PVC
WATER MAIN
WATER/SEWER CONFLICT LEGEND
NUMBER
NOTE
ROUTE NEW WATER MAIN BELOW NEW STORM DRAIN, PROVIDE MIN. 24" VERTICAL SEPARATION
Q2
ROUTE NEW WATER MAIN BELOW NEW SEWER MAIN, PROVIDE 20LF DI WATER AND
SEWER MAIN CENTERED ON CROSSING
NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER MAINS
I. aPIN
'
[� 4 •ti
SON
13 12 1 J 11
n^
(1) 8- CROSS
6"VALVE
uul1-,
71.64LF 8" PVC
SEWER
(2) 18LF 12" RCP
DS#18
'18LF 15" RCP
i DSjI9
w 261E A5 R
- - w ®oar
+ MH�11
0
10
9
3ERN Og e *
TA. 4+72.15 BISL P LANE - BISHOP LAN
STA. O+OO C R ONE
25' RIVATE RM 20 B/13
LEGEND
_S- SEWER LINT
NOTES:
-W- WATER LINE
RCP REINFORCED CONCRETE PIPE
1.SEE
DETAILS A, B & E, SHEET
C12 FOR TYPICAL ROAD DETAILS.
-D- STORM DRAIN
+270 PROPOSED SPOT ELEVATION (GRADE
2SEE
DETAIL C, SHEET C12 FOR
HEW PAVEMENT SECTION.
EVENLY BETWEEN SPOT ELEVATIONS)
SILT FENCE c
SEDIMENT TRAP�("8LO
DROP INLET
3.SEE
4. REVEGETATE
DETAIL D, SHEET C12 FOR SIDEWALK CONSTRUCTION.
ALL DISTURBED ARUS IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
OUTLET PROTECTION IT
c8 Cl
►, VALVE & VALill -_BOX A
C8 Cl
DETAIL M, SHEET C12.
5. SEE DETAIL IT, SHEET C13 FOR
1YPICAL TRENCH SECTION.
GRASSSWACATED LE -
PERMANENT 2" BLOWOFF CeeC1
Y
FIRE HYDRANT D
4" SEWER SERVICE-SLOF
CS C13
CB
C13
AS ,c81c1a
® CHECK DAM K \
G8 C17�
♦- 1" WATER SERM c8Cc1
THRUST BLOCK cecl
OS PRECAST MANHOLE G
CB C13
FINISH C
RACE
-
-
-U
'E
--
_
-
--
- - - - - -
-- -
--
- - -
2 18LF12
CP
-
T--
-
-
-----
26 .
LF _8 _ PVC_SEWER
-
{� (k47-
-- --- - -
----
- -
--
---
N
-
,-S
-
W ;' PVC
T ?_Vm
00.4z
WATER
-
MAIN -
-
-
--r--
_-- ---
--
_ I -
NEW 8 ? PVC
WATER; TaAIN
I
-
---
N
N ply
pN�
ON
(J �p
4+00
STA. 4+35.53 COOR LANE
STA. 12+88.20 LAKE NEW BERN DR.
B PROFILE - COOR LANE
C8 C8 HOR. SCALE 1"„40'
VERT. SCALE 1 =4
3+00
C/L MH #18
STA. 3+32.55
2+00
IL00
O
W 8' PVC
1 RELEASE FOR PERMITS JKA 1% //07
2 RELEASE FOR PERMITS JKA 101 1107
10. DESCRIPTION BY Di E
Revisions
�I
O T
4 N'
A Om�
_F 18" RCP I 1 8" TEE
0 2 8" VALVE
' - -- i THRUST BLOCK
26 , 15' RCP
1 STA. 4+88.45 LAKE 1' :'! BERN DRIVE
RCP�7 STA. 0+00 BISHOP I II
2 /L
�g DS/1
_pr26 F 18" RCP
#7
S
R �!� ,IIM
MANHOLE ID
RIM
IN .
I
IINV. OUT
REMARKS
MH#1
_
9.08
1,17
-
-2.51
DUNG RA 400E DRW III fXUON
MH 1A_
1.68
-
1.67
MH 2
_-8.8
9.5
2.67
-
2.66
_
MH 2A
_
9.5
2.88
-
2.87
MH13 _..
10.5
3.57
-
3.56
MH43A-
10.5
4.26
-
T25
0#4
- -9.0
4.79
-
4.78
MH#.5
BA
5.32
-
5.31
MH#6
6.0
5.79
-
5.78
MH 7
T8
6.21
6.21
6.20
MH 8 -
8.6
6.95
-
6.94
1..9.4
7.69
-
7.68
-MH#9
ME#10
9.7
I`
7.99
7.99
7.98
9.8
8.33
-
8.32
_MHg11
M�H 12-.I_10.5
B.91
-
&90
0113
111 11.8
9.92
-
9.91
MH 14
12.2
-
-
10.33
MH 5
8.0
6.46
-
6.45
MH 16
- -
-
7.78
MH 17
_9.3_
HIT
8.29
-
fl28
MH 18
10.8
9.33
NOTE: ALL MANHOLES WITH A RIM ELEVATION LESS THAN 10.0' SHALL BE
CONSTRUCTED WITH WATER -TIGHT COVERS.
DRAINAGE STRUCTURE SUMMARY
u':
STATION
RIM
INVERT
REMARKS
1
1+50
8.631
_
U
CURB INLET
2 _
1+50
8.631
5.6
CURB INLET
MANHOLE
10.001
_
2.4
4-
-
10.001
3.1
MANHOLE
-
5.00+
3.9
YARD INLET
ts_
-
11.00+
4.8
YARD INLET
7
5+08.67
8.851
SO;DSF36.5
CURB INLET
8
5+08.67
8.851
6.7
CURB INLET
9
0+29.52
7.84IT
7.1
CURB INLET
10
0+29.52
7.641
6.9
CURB INLET
11
4+68.23
8.861,
6.7
CURB INLET
_
12
4+68.23
8.061
_ _ _
6.5
CURB INLET
13
6+00
9.10+
5.5
CURB INLET
14
7+00
9.451
_
7.5
CURB INLET
15
7+00
9.45+
SAID 73 4
CURB INLET
16
8+94.11
10.13+
7.0
CURB INLET
17
0+27.42
9.58+
8.2
CURB INLET
18
0+27.42
9.58+
_
8.4
CURB INLET
19
9+37.67
10.291
8.6
CURB INLET
20
9+37.67
10.291
8.8
CURB INLET
21
-
10.00+
7.9
YARD INLET
22
-
9.20+
7.2
YARD INLET
CURB INLET
23
11.951
_
6.9
24
18+25
10.90+
_
5.9
CURB INLET
25
18+25
10.901
6.1
CURB INLET
26
-
9.50+
6.3
YARD INLET
27
20+00
20+00
10.07+
5.0
CURB INLET
28
10.071
_
CURB INLET
_n
0+34.34
10.45+
_5.2
5.4
CURB INLET
30
0+34.34
10.451
5.6
CURB INLET
31
21+50
9.36+
CURB INLET
32
21+50
9.361
_ _4.2
4.4
CURB INLET
33
-
9.501
_
5.0
YARD INLET
34
23+31.02
8,501
3.2
CURB INLET
35
23+31.02
8.50+
_
3.D
CURB INLET
36
0+34.67
8.831
3.4
CURB INLET
37
0+34.67
8.83+
_
3.2
CURB INLET
38
24+87.31
7.911
4.7
CURB INLET
39
24.8T31
7.911
45
CURB INLET
40
26+25.35
8.06+
_
5.3
CURB INLET
41
0+33.17
8.931
_
5.5
CURB INLET
42
0+33.17
1 8.93+
_ _
1 5.7
ICURB INLET
16
14
12
10
2" RCP
8
6
-fit
`NEW 8" PVC
4
WATER MAIN
2
D_ITUM ELEV
0.00
0+111! 4+00 3+00 2+00 1+00 0+00
;IA. 0+00 COOR LANE STA. 4+72.19 BISHOP LANE LTA. 0+00 BISHOP LANE
STA. 9+15.97 LAKE NEW BERN DR. STA. 9+15.97 LAKE NEW BERN DR. STA 4+88.45 LAKE NEW BERN )R.
16 16
14 14
12 12
10 10
8
6 NEW 8" PVC 6
WATER MAIN
4 4
2 2
DATUM ELEV
0.00
� O
O
I
I
I
�
I
I
I
�
I EXISTING
GRADE
I
I
-
I
-
FINISH GRADE
-
I
-
- -
fi--
7----
(2) 1BLF
-__-
330.00LF
PVC SEW
R 0 0.47
7.--
-
I
- -
-
- -
60.81 LF 8 PVC
-I
SEWER- .47--- _
NEW $"
PVC
+
-- -
WATER
MAIN
- -
_
I
I
I
I
C/L MH 17
C/L MH #10
C/L MH #10
C/L MH #16
C/L MH #15
C/L MH #7
STA. 0+ 50
STA.-0+1.85
STA. 4+70.32
STA. 3+89.91
STA. 0+62.31
STA. 0+5.52
GRAPHIC SCALE
`D 20 40 80 160
eC PROFILE - BISHOP n.NE -
C8 C8 HOR. SCALE 1 =40' ( IN FEET )
VERT. SC ^ LE I"-4' 1 inn = 40 ft.
G�V G
%v1
"nn unl•+' )
L
Lfi I�
00 o
N 1n
r -4 CD
Q
z M
� 'ED
O Lo
C Q �
U N
C CN
CN
�1 H
0 X
C Z <
� z 00
R� CD
.m o
I C
W 7
W Z CO
'^ C p LQ
N
/1 N
u XO W
o m z
O
S
O d
D_
E�!
W
w
F�
C0
0
07026
I
_ -

� I
M 10 f INN 22+= 55t _
STA. 19+68.62 IAKE NEW BERN DI
STA.10+00 OLIVER CO
69
7I 70 (1) 4"X3" WYE
i 4" VALVE
1 3" VALVE
NEW 3" PVC ACUUM O THRUST BLOCK
SEW R MAIN
DS#24
19+00
_ �26LF 15' RCP _ 1
I NEW 8jI
�PVC
�28LF 15" PE WATER MAIN
YSTA. 19+48
DS#26 (1) 4"X3" REDUCER
NEW 3" PVC VACUUM
SEWER MAIN
24
VACUUM PIT
STA. 1 +00
RIM = 11.6
INV. = 6.6 m
67 66 65
68 VACUUM PIT NEW 4" PVC V UUM
STA. 19+90 SEWER MAIN
RIM = 11.0
INV. =6.0
)U r� � f fl
i 26LF 15' PE
E128
26 15' RCP /
M/ NEW 8" PVC I
WATER MAIN
2LLF 18" RCP
1 8"x6" TEE I
1 6" VALVE
15' RCP (1) THRUST BLOCK
34 j
VACUUM PIT
STA. 0+85 i
RIM = 11.5
INV. = 6.5
33 �
64
18: I- 24' RCP
26LF 18 RCP 22+ '0 / _
At
STA /22+99.93 AKE NEW BERN DRIVE
St 00 SINGLETON COURT
\
aDS#33 \ 21LF 15'
l 35 VACUUM PIT
STA. 1+05
RIM = 10.0
INV = 50
H x
?/m
/p N
2
Z CIL
'XY WYE4' VXVE
T� � 6I I 6� VACUUMII
PIT (STA. 24�+3!
■•OCK _ RIM ###8.7.INV. =3.
24' RCP
r NW 8' PVC
WEAT R MAIN
BLOCK
VACUUM PIT
STA 1+50
57 ��
ZINEW 4" PVC VACU M
EWER MAIN
b
_ ON
°S 5+ 0
R P 26LF 5" RCP" DSj39
JA M
KE NEW BERN DRIVE
2 OUTLET
STORMWATFR C10 STRUCTURE
POND #2
(1) 4"X3" WYE v
56 55 1 4" LVE 54
O �13 3" ALVE 53
/ (1) THRUST OCK ST . 26+56.40 LAKE NEW BERN D
ST . )+00 BRADHAM COURT
VACUUM PIT
2 6 + 00 STA. 26+75
RIM = 9.8
27� INV. = 4.8
RCP - DS#40 0
15" RCP NEW 4" PVC VI
DS 41 SEWER MAIN
15" 2CP #42 \ NEW 8" PVC
WATER MAIN
1 8"x6" TEE
1 6" VALVE
VALVE
(i) THRUST BLOCK
51
NEW 6' PVC
WATER MAIN
25
O
00 `
37 a
z
RIM = 10.2
EW 3"
PVC VACUUM
50
N
b
INV. = 5.2
�I
b
SEWER MAIN
NEW 6" PVC
/ �O
VACUUM PIT
WATER MAIN
32
/
NEW 3" PVC VACUUM
NEW 6" PVC
_.�
STA. 1+75
RIM = 10.5
'
W J
SEWER MAIN
WATER MAIN
��
VACUUM PIT
STA. 1+75
INV. = 5.5
i
26>
in
38
40.5
3
I
C_16
RINV.
( 49
O d
VA
IUM PIT ■
�O�_0.5
STA.
=15.5
2+28.19 BRADHAM COURT
0r
��
- O
LO 6
I
C/L CUL-SE-SAC-
3I
- - RII
-
- -
1E
14
IP
= 5.6
VACUUM PIT
39
■
_ _
�
48
/
STA. 2+20
STA. 2+89 S�SINGLETON COURT
RIM = 12.0
INV. 7.0
I
_j
-CUL-SE-SAC
-
3Q
11.0 TC
VACUUM IT
-
- - - - -
VACUUM PIT
STA. 2+55
$
\ 40
♦
STA. 2+85
i RIM = 10.7 41�_
---M2" END-OF-LINE-CtEANOUT
(4) 2"-€ND OF1NE BLOW -OFF
M 12.1
INV. = 2.1
-
INV 5.7---=-_ -
--,
- �-
---
- -- - - - - - -
4 THRUST BLOCK - -
- - ft)-THRUST BLOGK-
-- -- --__
c`J
29-�
-
-
--
---- - ----
- --
12.5 Tc
STA. 2+88.86 OLIVER COURT-
C/L CUL-SE-SAC
(1)2'-,END OF LINE � UT ,-
- - - - -
� 2 -END Of BLOW -OFF
/
�
(1) LOW
i1 THRUST- BLOCK.-
(1)
\\� - - - - - -
2" EN F LINE CLEAN
- - 1 2` END -OF -LINE -BLOW-OFF-
-
- --
-" THRUSF BtOCK -
-1H&UST BLQCK
/-
A PLAN - OLIVER COURT SINGLETON
COURT BRADHAM COURT
NOTES:
LEGEND -S- SEWER IJ�IE
C9
C9 SCALE 1"=40'
-W- WATER LINE RCP REINFORCED ONCRETE PIPE
1.SEE
DETAILS A, B & E, SHEET
C12 FOR TYPICAL ROAD
DETAILS.
-D- STORM DRAIN +27U PROPOSED SPOT ELEVATION (GRADE
2 SEE
DETAIL C SHEET C12 FOR
NEW PAVEMENT SECTION
14
12
10
NEW 6'
WATER
8
6
32
4
STA. 0+013
4"x3" WYE 2
INV.=3.59
0
c
-4
D:4TUM ELEV
-5.00
-,-
�
J
ON
N1SH
+-
2"
1LINE B
I,
END
OW-
0.347
MAIN
-
+
EXISTING
GRADE-
4-
WAIIER
r,$VE
MAIN
---r-
- -'
--
-
16' RCP
-
" PVC V
CUUM I
INV
® 0.67
=3.19
LI=4
19
$
�=
�
UU_M MAIN
0.67
---
I
--
i
I
i
i
I
�
O�
u?
O�
O�
o
O�
o
OrM
Co
r0
m
0+00
B PROFILE - OLIVER COURT
C9 Cif HOR. SCALE 1"11 40'
VERT. SCALE 1 =4
1 TOO
2+00
14
)F END -OF -LINE 18
F� �CLEANOUT
iz I16
10
14
B
12
6
1D
4
STA. 3+10
INV.=4.45 e
2 NEW 6"
WATER
6
0
25
4
STA. 0+00 -�
-2 4'x3" WYE
INV.=2.60 2
-4
DATUAf F,LEV
O. 00
0
LVENLY BETWEEN SPOT ELEVATIONS)
3. SEE
DETAIL D, SHEET C12 FOR
SIDEWALK CONSTRUCTION.
SILT FENCE c
SEDIMENT T6AP L o
00o
c9
c1
U DROP INLET c9
cl c9
ct
4. REVEGETATE
ALL DISTURBED AREAS IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
OUTLET PROTECTION
HVALVE & d=LVF Box (_�
DETAIL M, SHEET C12.
L_J C9
Cl
C9 C1
5. SEE
DETAIL IT, SHEET C13 FOR
TYPICAL TRENCH SECTION.
SWINDICATED
0 PERMANENT 2"BLOWOFF cs
FIRE HYDRANT
�- 4" SEWER SERVICE
SLOASS PE cslcl
a
C9
c13
csFc1
CHECK DAM K
�_ 1" WATER SERVICE C9CCt
'
THRUST BLOCK E
S PRECAST MANHOLE G
O
® C9 Cl
C9 Ct
C9 Ct
LF
ocl�
�ai
I
__.__--_
I
I
-
PVC
---
FINISH
RAD)�
I
-LXJSTNG
- - -
-
---
I
MAIN
NEW4F PVC
15" RCP
VACUUM
INV.=3;2
F-
TER-AfAfN-
100
3" PVC
3"_3YC A
UUM MAIN
@ 0.6%
-
MAIN �•6%
on
m
- rnm
nm
r
m
0+00
1+00
2+00
18
16
14
12
2
2" END OF
LINE BLOW -OFF
3+35
INV.=3.61
NE
W)
STA. 0+00
4"x3' WYE
INV.=2.46
DAT111f EL1
i II
1 RELEASE FOR PERMITS JKA 1/15/07
2 RELEASE FOR PERMITS JKA 10/24/07
NO. DESCRIPTION BY DATE
Revisions
MANHOLE ID
RIM
. IN
WV. IN
INV. OUI
REMARKS
MHy1
9.08
1.17
-
-2.51
EASING NOW -DROP NODE CONDIIION
MH 1A
8.8
1,68
-
1.67
MH#2
9.5
2.67
-
2.66
MH 2A
9.5
288
2.87
M113
10.5
3.57
-
3.56
MH 3A
10.5
4.26
-
4.25
MH 4
9.0
4.79
-
4.78
MIT115
8.4
5.32
-
5.31
MH
8.0
5.79
-
5.78
MH 7
7.8
6.21
6.21
6.2D
MH 8
8.6
1 6.95
-
6.94
MIT
9.4
7.69
-
7.68
MH 10
9.7
7.99
7.99
798
MH 11
9.8
8.33
-
8.32
MH 12
10.5
8.91
-
8,90
MH 13
11.8
9.92
-
9.91
MH 14
12.2
-
-
10.33
MH 15
8.0
6.-
-
6.45
MH#16
9.3
-
-
7.78
MH 17
10.0
8.29
-
8.28
MH 18
10.8
-
9.33
NOTE: ALL MANHOLES WITH A RIM ELEVATION LESS THAN 10.0' SHALL BE
CONSTRUCTED WITH WATER -TIGHT COVERS.
DRAINAGE STRUCTURE SUMMARY
DS#
STAOON
RIM
INVERT
REMARKS
1
1+50
8.63}
6.0
Cl1RB INLET
2
1+50
8.63}
5.6
CURB INLET
3
_
-
10.00}
2.4
MANHOLE
4
-
50.00}
3.1
MANHOLE
5
-.
5.00}
3.9
YARD INLET
6
-
11,00}
4.8
YARD INLET
7
__
5+0b,Y
8.85}
SO 3 5.5MSP
CURB INLET
8
5+091,1
8.85}
6.7
CURB INLET
9
0+29 `. ?
7.84}
7.1
CURB INLET
10
0+79 5'
7.841
6.9
CURB INLET
11
4+68 7,
fi 86+
6.7
CURB INLET
12
13
4+68J f
6+00
8.86}
6-5
CURB INLET
LUK6INLET
9.10+
_
5.5
14
7+00
9.45}
7.5
CURB INLET
15
7+Of
9.451
60 6 n 4
CURB TNLET
16
17
18
8+94
0+2/A2
0+21.42
10.13}
7.0
CURB INLET
9.58}
8.2
CURB INLET
9.583
10.29}
8.4
8.6
CURB INLET
CURB INLET
19
9+37.57
20
9+37.61
1T29}
8.8
CURB INLET
21
-
10,001
T9
YARD INLET
22
-
9.20}
7.2
YARD INLET
-
-
11.95}
6.9
CURB INLET
24
184,',
10.90}
5.9
CURB INLET
25
18+?)
10.901
6.1
CURB INLET
26
-
9.50}
6.3
YARD INLET
27
201 N, _
10.07+
5.0
CURB INLET
28
20+(�'t
0+34.A
0+34. 34
21+5a
2H 50
10.07}
5.2
CURB INLET
29
30
10.45}
5A
CURB INLET
10.45}
5.6
CURB INLET
31
32
9.36}
4.2
CURB
9.36}
4.4
_INLET
CURB INLET
33
-
9,501
5.0
YARD INLET
34
23+31.02
23+31.02_
8.50}
3.2
CURB NET
35
8_501
3.0
CURB INLET
36
37
0+346/
0+346/
8.83}
3.4
CURB INLET
8.83}
3.2
CURB INLET
38
39
40
24+8/. 31
24.8731
26+25. i5
7.91}
4.7
CURB INLET
7.91}
4.5
CURB INLET
8.06}
5.3
CURB INLET
41
0+33.11
8.93}
5.5
CURB INLET
42
0+333.17
CURB IN[ ET
WATER/SEWER CONFLICT LEGEND
NUMBER
NOTE
ROUTE NEW WATER MAIN BELOW NEW STORM DRAIN, PROVIDE MIN. 24" VERTICAL SEPARATION
2�
ROUTE NEW WATER MAIN BELOW NEW SEWER MAIN, PROVDE 20LF DI WATER AND
SEWER MAIN CENTERED ON CROSSING
NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER MAINS
0+00 '+00 2+00
STA. 2+75
INV.=3.11
GRAPHIC SCAL;
4. 0 90 40 8f,
60
q
PROFILE - SINGLETON COURT PROFILE - BRADHAM COURTSCALE 111=40' Cg r g FOR. SCALE 1"=40'( �IN FEET
VERT. SCALE 1 =4 '.!ERT. SCALE 1"-4'
I inch = ao PL
015733
i� 1:
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o
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O
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C-)W
WW�k..
R�OfX`�"d
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00 O
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CD
ET I
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C QN
Ln
W
1
O Q
C z
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L 22 o
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n
w w n
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LN
14 C) x LEI
CD m 0
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ral
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C9
07026
. r ...� . l , .. f .,• � 1 a �I�i 1 ,1::t .I 1... 1 1:l r i ,. �

PERIMETER SHELF RANTING REQUIREMENTS
SOIL ANALYSIS AND AMENDMENTS
1. THE CONTRACTOR SHALL BE REQUIRED TO COLLECT A MINIMUM OF TWO SOIL SAMPLES
AT A DEPTH OF 6 INCHES FROM SEPARATE AREAS OF THE PERIMETER SHELF AREA OF EACH POND.
2. THE SAMPLES SHALL BE SUBMITTED FOR ANALYSIS FOR RECOMMENDED SOIL AMENDMENTS FOR
THE PLANTINGS SPECIFIED.
3. THE CONTRACTOR SHALL PROVIDE SOIL AMENDMENTS NECESSARY TO ADJUST SOIL PH, ORGANIC
CONTENT AND SOIL TEXRRRE TO MEET THE FOLLOWING:
PH VALUE 5.5 TO 7.0
ORGANIC CONTENT 5% MINIMUM BY DRY WEIGHT
SOIL TEXTURE LOAMY SAND WITH NO MORE THAN 10% CLAY
4. ANY SOIL AMENDMENTS SHALL BE APPLIED AND MIXED INTO THE TOP 6 INCHES OF SOIL DEPTH
5. THE SOIL SHALL BE FINE GRADED TO REMOVE ALL STONES OR ROOTS GREATER THAN 1 INCH DIAMETER
PLANT INSTALLATION AND ESTABLISHMENT
1. THE CONTRACTOR SHALL UTWZE FRESH, NURSERY RASED PUNTS AS SPECIFIED IN THE PLAINT LIST.
2. ALL PLANTS SHALL BE INSTALLED WITHIN 48 HOURS OF RECEIPT FROM THE NURSERY AND SHALL BE
MAINTAINED WITH ADEQUATE MOISTURE AND SUN TO MAINTAIN THEIR VITALITY.
3. PLANTS SHALL BE INSTALLED BY RWND AT THE SPACING SPECIFIED.
4. NEWLY INSTALLED PLANTS SHALL BE WATERED IMMEDIATELY AFTER INSTALLATION UNLESS THEY ARE
INSTALLED IN A SUBMERGED SHELF AREA
PUNTING RESTRICTIONS
I. RANTING SHALL ONLY OCCUR DURING THE MONTHS OF APRIL THROUGH TUNE OR SEPTEMBER THROUGH
NOVEMBER FOR SHALLOW LAND AREA PLANTINGS. SHALLOW WATER PUNTING SHALL ONLY OCCUR BETWEEN
ARIL 1 THROUGH DULY 15.
2. FOR STORAWATER PONDS COMPLETED OUTSIDE THIS PLANTING WINDOW, TEMPORARY VEGETATION SHALL
BE ESTABLISHED ON THE SHALLOW LAND PUINRNG AREAS UNTIL THE PLANNING WINDOW IS REACHED.
PLANTING MAINTENANCE
t. THE CONTRACTOR %ALL INSPECT ALL PLANTINGS ON A WEEKLY BASIS FOR THE FIRST 60 DAYS AFTER
PLANTING. THE CONTRACTOR SHA L WATER ALL PUNTS AS NEEDED TO ENSURE SURVIVAL.
2. AFTER 30 DAYS, ANY DISEASED DEAD OR DYING PLANTS SHALL BE REPLACED WITH THE SAYE SPECIES.
3. THE CONTRACTOR %ALL WARRANT ALL PLANTINGS FOR A MINIMUM PERIOD OF 12 MONTHS AFTER
INSTALLATION.
SAFETY LE GE LEVATION=2.0'
1
PERIMETER SHELF PLANTING LIST
Rumn
SCIENTIFIC NAME
COMMON NAME
SIZE
NOUN
9N/lM/1Yl
IRIS VIRGINICA
BLUE FLAG IRIS
LARGE PLUG
X
PELTANDRA ARGINICA
ARROW ARUM
LARGE PLUG
X
SAGITTARIA LANCIFOUA
BULLTONGUE
LARGE PLUG
X
SAGITTARIA LATIFOLIA
DUCK POTATO
LARGE PLUG
X
SPARGANIUM AMERICANUM
BUR -REED
LARGE PLUG
X
ZIZANIOPSIS MWACEA
WATER MILLET
LARGE PLUG
X
PROVIDE EVEN NUMBER OF SPECIES PLANTED AT 18" O.C. IN ALL DIRECTIONS WITHIN
PERIMETER SHELF. PROVIDE A MIXTURE OF EACH PLANT SPECIES SO AS TO PROVIDE
APPROXIMATELY 33% COVERAGE OF THE PERIMETER SHELF IN EACH PLANTING ZONE
WITH SPECIES SPECIFIED FOR EACH PLANTING ZONE.
SOURCE REFERENCE: COASTAL PLAIN CONSERVATION NURSERY, INC.
3067 COMMERCE DRIVE
EDENTON. INC 27932
[phone]
ELEVATION=1.5'
3 1 to
i FORE
10' 2
STORMWATER POND Ll CROSS-SECTION
SAFETY
1� I
3 1 to
1
10'
STORMWAIER POND2 CROSS-SECTION
1 STORMWATER POND SECTIONS
C10 C10 NOT TO SCALE
TION=2.0
PERMANENT POOL ELEVATION = 2.0', AREA = 20,253 SF
TEMPORARY POOL ELEVATION = 3.3', AREA = 271186 SF
(1-INCH STORM LEVEL)
5' TEMPORARY POOL = 3.3'
- - ELEVATION=1.0' - - PERMANENT POOL ELEVATION = 2.0'
1POND BOTTOM ELEVATION=
2 2
PERMANENT POOL ELEVATION = 2.0'1 AREA = 17,277 SF
TEMPORARY POOL ELEVATION = 3.6', AREA = 22,801 SF
(1-INCH STORM LEVEL)
- - ELEVATION=1.0'-
_ -5.0' 1
5' TEMPORARY POOL = 3.6'
PERMANENT POOL ELEVATION = 2.0' 7
POND
AREA TO BE VEGETP ID IN ACCOR A
PITH THE PROICI , GHA➢ON PLAN
SEE DETAIL W. SHEE C12.
PROVIDE PLANTINGS SPECIFIED AROUND
FULL POND PERIMETER (10 FOOT STRIP)
ELEVATION=
SAFETY LEDGE
ELEVATION=1.5'
J1
1 5' 0
2 10'
AREA 10 BE WGURD IN ACCORDA
INIH THE PROW TGETATION PLAN
SEE DETAL II, SIKD C12.
PROVIDE PLANTINGS SPECIFIEE AROUND
FULL POND PERIMETER (10 HOT STRIP) L
ELEVATION=2.
SAFETY LEDGE \11�►1,/ IIWpI ELEVATION=1.5' --\ 1
1 RELEASE FOR PERMITS JKA 1/15/
EXISTING LAKE 2 RELEASE FOR PERMITS JKA 10/24/
(COMMONAWA) 3 CITY W/S COMMENTS JKA 4/01/
_ _- - _ _ 4 DWQ COMMENTS JKA 4/15/
- - - - - - - -- NO. DESCRIPTION BY DATE
------- -� - ILLFfNCE
------- ---
----------
4 c - - -- --- ---- Revisions
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - -----
- -------------------------
6 60 58 57 M
0 hT 56 55
�o O
\ RCP ��' 26LF 24/
�`" 24+00
DSf39 5+00
i
152LF 18 RCP DS/40
h- 152 1
7 /
25LF 15' RCP
STRUCTURE
_IIIII�.�IIIII PERMANENT POOL •1 •POND 1• 1 i 1 1 IIIIIII"I'lll""IM l
B STORMWATER POND #2
C10 C10 SCALE 1"=30'
J1
3
711
J1 3
1 5' 0
10'
7R
TEMPORARY POOL = 3.6
STRAPS 24" O.C. ANCHORED
TRASH SCREEN IN CONCRETE 12" MIN.
4" MAX OPENING (TYPICAL OF 4)
-- ------I
--------------- --, 20 LF 24" CMP OUTLET PIPE
I I I
I
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I I
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E---------------------
E-------------
TOP OF RISER/CREST = A
TOP OF WEIR = B
TRASH SCREEN
#3 REBAR 0 4" O.C. E.W
r3" WIDE x 1 /4" THICK METAL
STRAPS 24" O.C. ANCHORED
IN CONCPETE 12" MIN.
(TYPICAL OF 4)
3
PROVIDE 4.5' DIA. ANTI -SEEP
COLLARS CONTINUOUSLY
20 LF 24" CMP OUTLET PIPE WELDED TO BARREL
0 20' O.C.
36" CMP RISE y L II
6" DIA. INLET PIP 1
CONTINUOUSLY ELDED
TO RISER
INVERT 2.5" ORIFICE = C (PERMENANT POOL ELEV)
TOP OF CONCRETF_ 1'
INLET PIPE = E'd
HARDWARE CLOTH AND •x ?' ° ° A
STAINLESS STEEL STRAP '• ° c
TOP OF FOOTING = F 3' WIDE x 18" THICK CONCRETE
ANCHOR 36" CMP RISER IN
CONCRETE SLAB. PLACE CONCRETE
INSIDE OF RISER TO ELEVATION D
2 OUTLET STRUCTURE
ClOC10 NOT TO SCALE
.. - 4 .< n ANCHORAGE FOR PIPE
N
�• e . A SECTION
PROVIDE FIRM AND STABLE
SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE
6' SQUARE
CUTLET STRUCTURE ELEVATION CHART
A
B
C
D
E
F
POND 1
1 5.0'
3.3'
1 2.0'
1.0'
1.0'
-1.0'
F)-ND 2
1 5.0'
3.6'
1 2.0'
1.0'
1.0'
-1.0'
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(1) THRUST BLOCKING
ONE- --0HF
OHE-
EXISTING 6' WATER MAIN'
40' -
J1(
EEXISIING 8" SEWER MAIN ,
PLAN - OFF- SITE UTILITY EXTENSIONS
14
12
10
8
6
4
2
0
-2
-4
DATUAt ELEV
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-3
B PROFILE -
C11 C11 HOR. SCALE
VERT. SCAL
) 1/0 ALUMINUM SHIELDED
INDUCTORS - 23KV ELECTRIC
3) 3" PVC ELECTRICAL
.ONDUITS
8" STEEL CASING PIPE
C ELECTRIC INNERDUCT CROSS SECT)ON \
C11 C11 NOT TO SCALE \
I � \
i \
EXISTING 21" SEWER MAIN��11 \
I 1
CROSSING# NS722-709M
NG(YP.)-78��
1
RELEASE FOR PERMITS
JKA
1/15/07
2
DEPARTMENT REVIEW
JKA
9/04/07
GENERAL NOTES:
_
3
RELEASE FOR PERMITS
JKA
10/24/07
I
} CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF NORFOLK SOUTHERN'S
NO.
DESCRIPTION
BY
DATE
NSCE-8 SPECIFICATIONS.
ALUMBOARO SIGN
PIPE LINE AND CROSSING TO BE INSTALLED AND MAINTAINED IN ACCORDANCE
RevisionsWITH
IAST APP
I ROVED AMERICAN RAILWAY ENGINEERING AND MAINTEr11NCE OF
WAY ASSOCIATION SPECIFICATIONS FOR PIPELINES CONVEYING FLAMMABLE AND
NON-FLAMMABLE SUBSTANCES.
BLASTING NOT PERMITTED
STEEL POST r
\ CONTACTCITY OF NEW BERN ul ;;r,
y
i \\I 300POLLOCK STREET
S \ I NEWBERN, NC 218561
(252)6I
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Itlltl
SEWER PIPE BELO
PIPE PRESSURE =O PSI (GRAVITY FLOW)
DEPTH OF COVER IS APPROXIMATELY FEET
FOR EMERGENCIES OR INFORMATION
CONTACT
CITY OF NEW BERN
3DD POLLOCK STREET
NEW BERN, NC 28661
(252)M7626
WATER MAIN BELOW
PIPE PRESSURE =65 PSI
DEPTH OF COVER IS APPROXIMATELY 35 FEET
FOR EMERGENCIES OR INFORMATION
RING OYP.)
1V� \ V A Al \ TO SCALE
UNDERGROUND UTILITY WARNING SIGN
\ 214LF � fv� �.\S� ENCASEM NT PIPE \ �L (PNOT
�1v v� vv
ALL \\ \ `CROSSING ARM - _ I MH 2A 160.DOLE 10' PVC SEWER 0 0.29% MH 3
iiii
- . � n P 4+00 5+00 8 T69.681F 10' \\
__ k4 �8��C SEWER ®0.299. W
----25581LF R _� - -- _ _ _ �'6FS 1]OJg 1
11A s _ - - - _1 CONFLICT BOX d2 --� -� _� DD SMHH 3A i+oo
SIGN D
- G
HING PITT \ (1) 8" VALVE ABANDONED oABANDONED 24" RCP\ C11 C11
x- W W T W W W(1) 8" VALVE
- - -� \ �nvooirvv nnm -
EDGE OF PAVEMENT _ EDGE OF PAVEMENT _
(3) 1/0 SHIELDED UNDERGROUND NEW 8" PVC �) (2) EXISTING" RAILROAD BACKUP
WATER MAIN \ 48" CMP POWER BOX
ELECTRIC LINE - 23KV INV.--2.48 NS 722-709M
EXISTING 21 "1 T� \\ INV.=-2.48
SEWER MAIN \\ \ 214LF 8" DUCTILE IRON WATER MAIN IN
D SIGN 14- STEEL ENCASEMENT PIPE AT
C11 C11 \ ELEVATION -4.0', CENTERED ON TRACKS
UMBER WATER/SEWER NO CONFLICT LEGEND �213LD EVTHIS
OENCASEMENT PIPE, SEE
NNERDUCT DETAIL, SHEET
0 ROUTE NEW WATER MAIN BELOW NEW STORM DRAIN, PROMDE MIN. 24- VERTICAL SEPARATION \
I7 /11NIW ITT NfW w.wp UAW CR nW urw ccuco u�woonnnr onir ni "aro ..� \
NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER MAINS
200' NORFOLK SOUTHERN RAILROAD
RIGHT-OF-WAY
Y
U
\I
U
100'
I tuu 2+00
C/L CONFLICT BOX _ C/L MH
STA. 2+64.88 STA. 2+64
214LF 10" DI SEWER IN 16" STEEL ENCASEMENT PIPE--
214LF 8" DUCTILE IRON WATER MAIN IN
14" STEEL ENCASEMENT PIPE AT
ELEVATION -4.0', CENTERED ON TRACKS
_214LF (3) 1/0 SHIELDED ELCTRIC LINE (23KV) IN 8" STEEI
ENCASEMENT PIPE, SEE INNERDUCT DETAIL, THIS SHEET
\ .v' Ci 1 IV,
71
\ JACK & BORE RECEIVING PIT
1
1
42F 18' RCP
70LF 18' RCP
2) FES
_tNEW 8"-PVC-
WATER MAIN SIMMONS
60,PUBLIC R/W AVEM 1215
20' p � _ � AI
NT _ / TILITY ENCASEMENT
STA. 0_+_0.0 -LAKE NEW BERM DRVI E /�
CA TNT. SIMMONS ST. EXT. (1) 8° TEE
(2) 8" VALVE
(1) 8" CAP \
(1) THRUST BLOCK
MNIiDE-DROP WXINAf gMONION
N
I
RIM
INV. IN
-
!NV IN
_--
INV, OUT
MHgi
908
1.17
-2.51
LIM
MH 1A
8.8 _
1.68
-
---
1.67
-
MHN2
95
2.67 _-
2.66
- MH 2A
9.5
288
-
2.67
-
MI
10.5
Q.5
3.57 _
-
3.56
-
MH 3A
4.26
-
4.25
-
___MH 4
9.0
4.79
-
4.78
-
MH 5
8.4
5.32
-
5.31
-
MH
MH 7
8.0
7.9
5.79
6.21
6.21
5.78
6.20
-
MH 8
8.6-
MH 9
9 4
7.69
-
7.68
-
NH 10
9.7
7.99
7.99
7.98
--
_MH 11
9.8
8.33
-
8.32
-
0.5
8,91
-
8.90
-
1.8
9,92
-
9.91
-
22
8,0
-
-
10.33-
LMH1
6.46
-
6.45
-
9.3
_
00
8.29
-8.28J
8
-
-
9.33
NOTE: ALL MANHOLES WITH A RIM ELEVATION LESS IRAN 10.0' SHALL BE
CONSTRUCTED WITH WATER -TIGHT COVERS.
C/L MH #2A
STA. 3+ 14.63
DRAINAGE STRUCTURE SUMMARY
DS
STATION
RIM
INVERT
REMARKS
1
1+50
8.63t
6.0
CURB INLET
2
1+50
8.63E
5.6
CURB INLET
3
4
-
-
10.00t
10.00E
2.4
3.1
MANHOLE
MANHOLE
5
-
5.00E
3.9
YARD INLET
6
-
11.00E
4.8
YARD INLET
7
5+08.67
8.85E
6D 3Q5
CURB INLET
8
5+08.67
8.85f
6.7
CURB INLET
9
0+29.52
7.84E
7.1
CURB INLET
10
0+29.52
7.84+
6.9
CURB INLET
11
4+68.23
8.86t
6.7
CURB INLET
12
4+68.23
8.86+
6.5
CURB INLET
13
6+00
9.10E
5.5
CURB INLET
14
7+00
9.45E
7.5
CURB INLET
15
7+00
9.45E
60 6 7.3 4
CURB INLET
C/L MH #3
STA. 4+84.63
4
12
10 LH11SH GRADE
8
6
4
2
0
2
4
7+00
C/L MH #3A
STA. 6+54.32 STA. 7+85.10
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
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07026

R/W
R/W
25 /40' 50,
RIGHT OF WAY
20'/25'/31' BACK CURB TO BACK CURB
15'/20'/26' PAVEMENT
r, nnr � /. nrn rn nr
2" TYPE H BINDER
TACK COAT 1-1/2" SF 9.5A ASPHALT SURFACE COURSE
8" ABC STONE BASE
18" COMPACTED SUBGRADE
-30" NCDOT CURB & GUTTER -DETAIL E, THIS SHEET
A TYPICAL ROAD SECTIONS
C2 C12 NOT TO SCALE
F
4' SIDEWALK
CUL-DE-SAC
< �,
100' R/W
85' B/B yl
A A
42.5'
�ZS o
0'
rl
25 B/B
40' R/WN
TO SCALE
& ��
m ry
50'
42.5'
SLOPE 1/4":1'
SECTION A -A
NOT TO SCALE 30' IVUUU I UUKIJ & UU I I LK-
B DE AIL E, THIS SHEET
CUL-DE-SAC @ LOCAL ROAD
C2 C12 NOT TO SCALE
1-1/2" SF 9.5A ASPHALT SURFACE COURSE
rlTACK COAT
2" TYPE H BINDER
P71
1 11 l 18" COMPACTED SUBGRADE
�� PUBLIC ROAD
/ C \ NEW PAVEMENT SECTION
C2 C1 NOT TO SCALE
4' - 3' 2.5' ASPHALT
SIDEWALK MEDIAN CURB/GUTTER PAVFME IT
SLOPE TOWARD C/G
2 4„
6x6 WWF 10/10
D SIDEWALK
30"
=III=III=III-III=III
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PAVEMENT
CURB & GUTTER 7 1 /2"
NOT!
>:
1. (
--NTRACTION JOINTS SHALL BE PLACED
10'-0" O.C. TO A MINIMUM
I:=PTH
OF 1-1/2".
2. C
)NTRACTION JOINTS SHALL BE FILLI D
COMPLETELY WITH A JOINT FILLER
11TABLE FOR THE APPLICATION.
3. E
PANSION JOINTS SHALL BE PLACED 80' O.C. AND ADJACENT TO ALL
I
(ED OBJECTS (WALLS, WALKS, ETC.)
4. F
.'OVIDE AT ELEVATIONS SHOWN. SLOPE
CURB & GUTTER EVENLY BETWEEN
'OT ELEVATIONS.
EE CURB AND GUTTER
C4
C12 NOT TO SCALE
I� 2 0' --
6" LAYER OF COARSE AGGREGATE
0 0 0
o ° o ° C)
° °
OVER 12" LAYER OF STONE BASE
o o 0
COARSE
00000
50'
0 000
O°o°O
10
00000
O°0°O
o°o°o°0
10
EDGE OF EXISTING
ROADWAY PAVEMENT
F GRAVEL CONTROL
ENTRANCE
C4
C12 NOT TO SCALE
R/W SELF ANCHORING
METAL POST (a 6' O.C. MAX
�— 12 GUAGE 6 X 6 WIRE MESH
3' FILTER FABRIC
8"
FLOW
I/
3'
G SILT FENCE
C4 C1 NOT TO SCALE
A OUTLET PIPE
'LAN
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GRASS VEGETATION
3 OR 4 AS INDICATED
VEGETATED SWALE
jC4 C12 NOT TO SCALE
12" THICK LAYER OF
#57 STONE ON UPSTREAM
END OF CHECK DAM
0 0000
1 3 NOTES:
1. CONSTRUCT CHECK DAM OF RIP
RAP STONE PLACED IN ACCORDANCE
4' WITH DETAIL.
2. SEDIMENT BEHIND THE CHECK DAM
SHALL BE REMOVED ONCE THE LEVEL
IS WITHIN 6" OF THE CENTERLINE
0 CREST OF THE DAM.
v O v� �v 00, 3. SHOULD SCOUR DEVELOP AT THE
0%- 000000 000�000000 DOWNSTREAM END, IT SHALL BE
�0on0Co0000CREPAIRED IMMEDIATELY.O0 0520 00
OOo000
00000000000
4. PROVIDE 12" MIN. FINE GRAVEL
0 0 ON UPSTREAM END OF CHECK DAM.
O 0000
FLOW
DIRECTION
K CHECK DAM
C4 C12 NOT TO SCALE
2" X 2" X 3' WOOD POST
NCDOT #57 STONE
0
0
— EROSION CONTROL FABRIC
ON 12 GUAGE 6x6 WIRE MESH Q
PLAN 2" X 2" X 3' WOOD POST
12" THICK NCDOT
1 m/mETER
/PERIM OE AROUND
1 RELEASE FOR PERMITS JKA 1 15/07
2 RELEASE FOR PERMITS JKA 1( 24/07
N0. DESCRIPTION BY L TE
Revisions
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SLED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEE D
RYE GRAIN 50 LBS PER ACRE
TAIt FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
NSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED
AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY
DISCFD INTO THE BED TO GIVE IT FURTHER RESISTENCE
TO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
FkCFSSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
CRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
NOj L:-
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATEI.
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
M VEGETATION PLAN___
C4 Cl2 NOT TO SCALE
DRIVE R
jI 12' I
I DRIVE
R
3 R i 3 R zn" ni inn & GUTTER
16'
CURB CUT
OCIDRIVEWAY CURB CUTC2NOT TO SCALE
6' I
F—
C�_Ir
CONCRETE JOINTS TYP. ALL 4 CORN 'S
CONCRETE COLLAR -PROVIDE IN
GRASSED AREAS ONLY, OMIT
IN PAVED AREAS
PI_ ALL
CAST IRON FRAME AND 2 #4 CONT. GRADE
GRATE, SEE NOTE 1.
- I„III ;ITi
} 2' WIDE CONCRETE COLLAR
PIPE O.D. + 12" �- �--8" CONCRETE
GROUT ENTRANCE
` PIPE
41, TYP o
�- 2"'4' KEY
6" COMPACTED HASE #5 @ 12" O.C. E.W.
SECTION_
NOTES:
1. FOR CURBINLETS, PROVIDE US FOUNDRY #5181-6420 INLET HOOD & GRAT
FOR YARD INLETS, PROVIDE US FOUNDRY #4120 FRAME & GRATE SERIES WITH
GRATE #6170 IN CRASSED AREAS.
SECTION CATCH BASIN
2. CONTRACTOR M-Y CONSTRUCT DROP INLETS OF BRICKS OR MASONRY PER
PROVIDE SEDIMENT TRAP AT ALL CATCH BASINS THE SPECIFICLTIOh+ .
C2 C1 NOT TO SCALE L SEDIMENT TRAP 0
H XoljllFl PROTECTION DROP INLET
EC4OT 10 SCALE C4 im
NOT TO SCALE
CT C12 NOT TO SCALE
ff 1
SEC I IUIN A -A
A
B
C
I
MIN. RIP RAP SIZE
24"8'
25'24"
fD
18"
18"
8'
12'18"
12"
BURY FABRIC 8 INCHES
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O'7026

4" THICK CONCRETE COLLAR
6" HEAVY DUTY CAST IRON
SCREW TYPE VALVE BOX
AND COVER, MARKED WATER
COMMON BRICK
-^ AT 1/3 POINTS
-VALVE
1 CUBIC FOOT THRUST BLOCK
A VALVE AND VALVE BOX
C3 C13 NOT TO SCALE
VVI
CONCRETE COLLAR
VALVE
WATER MAIN
WATER MAIN PLUG
T WITH 2" TAP
VALVE BOX
Y BRASS NIPPLE
2" BALL VALVE
SCH 80 PVC
COUPLINGS
2" PVC SCH. 40 PIPING
END VIEW
B PERMANENT 2" BLOWOFF ASSEMBLY
C3 C13 NOT TO SCALE
BACK OF CURB
OR SIDEWALK
1" SERVICE TUBING
CAST IRON
METER BOX 4„
METER STOP}
BRICK SUPPORTS-
(4 EACH)
EEP LINE SLACK-/
_�- PLASTIC STIFFNER
-CORPORATION STOP
TAPPING SADDLE
WATER MAIN
C I" WATER SERVICE
C3 C13 NOT TO SCALE
2" BRASS PLUG
2" FEMALE
COUPLING
6" TO 8"
MIN. DEPTH
7L SERVICE
TO RESIDENCE
BACK�FLOW PREVENTERHERS
(') PROVIDE BACKFLOW PREVENTER
ON (2) IRRIGATION TAPS AND
ON SWIMMING POOL SERVICE
1' MIN. TO 5' MAX.
FACE PUMPER
CONNECTION TO STREET
�4� co ®12„
=ml ij=,i,— f FINISH GRADE
6" VALVE AND VALVE BOX 3'-6" BURY
2 CF THRUST BLOCK
2 CUBIC FOOT—` r }
THRUST BLOCK J LTEE HYDRANT DRAIN HOLES
WATER MAIN DO NOT BLOCK
3/4" TIE RODS
BACK TO MAIN 2 CF #57 GRAVEL
NOTE: NO LANDSCAPE PLANTINGS SHALL BE PLACED
WITHIN 7.5 FEET OF THE FIRE HYDRANT
D FIRE HYDRANT ASSEMBLY
C3 C13 NOT TO SCALE
GRAVITY
SEWER
z
ABS T(I F'',IC
ADAPT[ R :;O
PVC GRAVITY
SEWER MAIN
Q Df 2 (MIN)
D UNDISTURBEL
EARTH PLAN
PLAN
D/2 (MIN)
e 1
((IN)
�Tl=.1u ti,
ELEVATIOI'I -� UNDISTURBED
FOR BFbiDS EARTH
1=1I �i111�1
T
D (MIN) a .
_IILI
Ip
ELEVATION
FOR TEES
THRUST BLOCK DIMENSI011
D IN FEET
NOM.
PIPE
DIA.
DEAD
END
90'
BEND
45°
BENI)
22 1/7
BEND
11 1/4
BEND
2
1.0
1.2
1.0
0.7
0.7
4"
1.3
1.6
1.2
0.9
0.8
"
2.3
1 7
1.2
0.8
"
.5
2.8
2.
5
1.0
10"
.8
3.
_
.8
1 8
-- 1.4
E THRUST BLOCK _
C3 C13 NOT TO SCALE
R/W LINE
I
I
I
I
RUBBER CAP
I
CLEAN OUT
PLAN I
I
2' BACK OF CURBI
i
1-OR SIDEWALK 1 1
CLEAN OUT TO BE SET
24" ABOVE FINISH GRADE
I
CURB AND GUTTER
1 /2' 13EN
22 1 /2'
�IN-LINE WYE
F PVC SANITARY SEVER SERVICE
C3 C13 NOT TO SCALE
1 _l
COMBINATION WYE
AND 1/8 BEND
LINE
L STUB OUT 1' PAST WYE
AND INSTALL RUBBER
TEXT CAP NO. TP6 AS
MANUFACTURED CO. OR
APPROVED EQUAL
STUB 40 PVC DWV SEWER
SERVICE AT 1 % MIN.
GRADE (ASTM D-2665,
D-1785)
2'-0" 8„
3"
2', 3', OR 4'
CN I
4' OR LESS
7„
MIN
5
/ \ PRECAST MANHOLE
�C13NOT TO SCALE
—SEE SPECS FOR BURY
REQUIREMENTS
rBURIED WARNING AND
I I IDENTIFICATION TAPE
-4' MINIMUM -
-CAST-IN-PLACE
STEPS
O
MIN.
#4 @ 12" O.C.
EACH WAY
FINAL BACKFILL
9" LIFTS MAX
BURIED DETECTION WIRE
FOR NON-METALLIC PIPE -
SEE SPECS FOR BURY
REQUIREMENTS
POLYETHYLENE ENCASEMENT INITIAL BACKFILL
ON META_LIC PIPE ONLY 6" LIFTS MAX
o000 ° o
iI 00000 0000o UTILITY MAIN
SIZE AS INDICATED
0°0°0°0°0°0 0°0°0
0 0 0 0 0 0 0
GRANULAR PIPE
BEDDING
6" MINj L
12„ O.D. OF 12'
1 , 2" PIPE O.
PIPE
PIPE TRENCH WITH BEDDING MATERIAL
END SEAL
EACH END
5'
RIM ELEVATIO
MANHOLE FRAME AND COVER
NOTE: ALL MANHOLES WITH A RIM ELEVATION LESS
THAN 10.0' SHALL BE CONSTRUCTED
WITH WATER -TIGHT COVERS.
j\C6HIRD OF6WAWL ANDF IN C NNTER
TONGUE AND GROOVE.
TAPERED LIFTING
HOLE
RUBBER BOOT
INV. IN
SHAPED MH INVERT
OF CONCRETE
GROUT 3" MIN.
THICKNES,C��
%,�—LEVEL COMPACTED
SUBGRADE - SEE NOTE 3
5' 6" MIN. GRAVEL
BASE
N
BURIED DETECTION 'NIRE-
FOR NON-METALLIC PIPE -
SEE SPEC FOR BURY
REQUIREMENTS
H PIPE TRENCH SECTION
C3 C13 NOT TO SCALE
ENCASEMENT PIPE SIZE
UTILITY MAIN
DIAMETER
ENCASEMENT
PIPE DIAMETER
4„
8„
6"
10"
�
z
w
�
-- A
v
m
>
ou
UTILITY MAIN -SIZE
SAS
CASING SLOPE = PIPE SLOPE
�
INDICATED
PIPE IN\'FRT AS INDICATED
()N PLAN
-A
VPROVIDE
�ENCASEMEPJT
PIPE-`FE
SUPPORT
W/
TABLE FOR SIZE
SPACERS AT 5' O.C.
MINIMUM.
UTILITY LINE EP_IC.ASEMEHT
C13 NOT TO SCALE
�i
SEE SPECS FOR BURY
REQUIREMENTS
FBURIED WARNI!IG AND
IDENTIFICATION TAPE
0
FINAL BACKFILI
9" LIFTS MAX
/ INITIAL BACKFII
6" LIFTS MAC
- UTILITY MAIN
SIZE AS INDICATED
12° O.D. OF 12"
PIPE
PIPE TRENCH WITHOUT BEDDING
PREFABRICATED SUPPORTS
LENGTH = PIPE O.D.+12"
(TYPICAL OF 3)
"0ww CARRIER PIPE_
F
ENCASEMENT PIPE
\-- STEEL STRAPPIPIC
PIPE BELL TO BE CI FAR
OF CASING
SECTION A —A
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C t 3
07026

CONCRETE COLLARS REQUIRED IN
TRAFFIC AREAS, SEE ENGINEER'S
SPECIFICATIONS FOR DEFINITION OF
'TRAFFIC AREAS' AS WELL AS THE
DESIGN DETAILS OF THE COLLAR —�
SUMP BREATHER /
ASSEMBLY (SHOWN 1
OUT OF POSITION,
FOR CLARITY).
NEENAH R5900, CAST IRON FRAME AND LID
RATED FOR H2O LOADING, OPTIONAL
NON -TRAFFIC CAST IRON LID IS AVAILABLE
SPIRAL WOUND, H2O LOADING
RATED, FIBERGLASS VALVE PIT. 27
I.D. AT TOP, 36" I.D. AT BOTTOM.
EXISTING GRADE
F�
AIRVAC FLEXIBLE
ANTI -BUOYANCY CONNECTOR
COLLAR 2 6
O
81 /4' _
'A' 'A' 1
1 B
2'_6" VACUUM SEWER MAIN
(DIRECTION OF FLOW
1'_6" INTO PAPER.)
4" OR 6" GRAVITY STUB -OUT
WITH GLUED CAP (TYP.)
3" SUCTION LINE FIBERGLASS SUMP W' DEEP. SUMP
2" SENSOR LINE 30" I.D. AT TOP, 16" I.D. AT BOTTOM.
A AIRVAC 3 PIECE VALVE PIT - 5' DEEP
C3 C14 NOT TO SCALE
CONCRETE COLLARS REQUIRED IN
TRAFFIC AREAS, SEE ENGINEER'S
SPECIFICATIONS FOR DEFINITION OF
'TRAFFIC AREAS' AS WELL AS THE
DESIGN DETAILS OF THE COLLAR -�
SUMP BREATHER
ASSEMBLY (SHOWN
OUT OF POSITION,
FOR CLARITY)
EXISTING GRADE
T
ANTI -BUOYANCY
COLLAR
6, 0„ ��
NEENAH R5900, CAST IRON FRAME AND LID
RATED FOR H2O LOADING, OPTIONAL
NON -TRAFFIC CAST IRON LID IS AVAILABLE
SPIRAL WOUND, H2O LOADING
RATED, FIBERGLASS VALVE PIT. 27"
I.D. AT TOP, 36" I.D. AT BOTTOM.
AIRVAC FLEXIBLE
CONNECTOR
4'-6"
0
'B' VACUUM SEWER MAIN
(DIRECTION OF FLOW
INTO PAPER.)
4" OR 6" GRAVITY STUB -OUT
WITH GLUED CAP (TYP.)
r
3" SUCTION LINE FIBERGLASS SUMP 30' DEEP. SUMP
2" SENSOR LINE 30" I.D. AT TOP, 16" I.D. AT BOTTOM.
B AIRVAC 3 PIECE VALVE PIT - 6' DEEP
C3 C14 NOT TO SCALE
PRIVATE
6'-0" MIN. LENGTH
GRAVITY STUB -OUT
WITH GLUED CAP
WYE WITH 45°
ELBOW
RIGHT-OF-WAY
45° ELBOW —
45" ELBOW
(HORIZONTAL;
AIRVAC FLEXIBLE
CONNECTOR
(TYP.) —\
5'-0" MIN.
P/yA
VACVE PIT
EMBLY
METHOD "A"
I
\ 45°
i
5'-0" M_
45"
i
I
METHOD "13
C STANDARD VALVE PIT ORIENTATION
C3 C14 NOT TO SCALE
NOTE:
REFER TO PLAN AND
PROFILE FOR
SERVICE LINE
ORIENTATION AND
DEVIATIONS FROM
STANDARD DETAIL.
2'-0" O�
LIMIT OF ASSEMBLY MIN F�
45° ELBOW—� 45° ELBOW
WYE ROLLED AT 45'
VACUUM LINE VIEWED
INTO/OUT OF SHEET -
FLOW
6' MIN. FROM TOP OF LIFT
PLAN VIEVI _
6"
BRANCH
VACUUM
O BRANCH
ISOLATION
VALVE
>/ —45° ELBOW
VACUUM SEWER BRANCH
VACUUM MAIN
�-BOTTOM CF BRANCH IS
2" MINIMUM ABOVE TOP
OF MAIN
SECTION A -A
/ DD� PREFERRED BRANCH TO MAIN CONNECTION ASSEMBLY
C3 �C14 NOT TO SCALE
e
4'S"x 4'5'SK 1/2" FIBERGLASS
ANTI -BUOYANCY COLLAR
- RIM MOLDED DCPD POLYMER VALVE PIT
BOTTOM WITH HOLES FACTORY CUT
IIq:L1�
SUCTION PIPE OPENING PIPE
3
SENSOR PIPE AND
CLEANOUT OPENING JQO
NP
PIT OTTOM
SECTION 'A' -A'
4" OR 6" SDR 21 OR SCH 40 PVC
PIPE, SEE SPECIFICATIONS
4"
,,q(-0" IN. LENGTH
GLUE HALF OF A SLIP /G ITY STUB -OUT
COUPLING IN PLACE 4" YY ITH GLUED CAP
FROM E ND OF
GRAVITY STUB -OUT - CL 3" VACUUM LATERAL
TO ACT AS A STOP O AND AIRVAC VALVE
i`
4" OR 6" GRAVITY STUB -OUT
WITH GLUED CAP (TYP.)
SECTION 'B'2 E,'
SHOWING UP TO 4 '31RAVITY
CONNECTIONS To SUMP
L VALVE PIT SECTIONS 'A' AND B'
C3 14 NOT TO SCALE
CONCRETE COLLARS REQUIRED IN
TRAFFIC AREAS, SEE ENGINEER'S
SPECIFICATIONS FOR DEFINITION OF
'TRAFFIC AREAS' AS WELL AS THE DESIGN
DETAILS OF THE COLLAR
FINISHED 3RADE COMPACTED SELECT FILL
95% DENSITY
AASHO T-180
_ -. - TYPICAL VALVE F T
ASSEMBLY
SERVICE LATERAL
- - - + FLEX CONNECTOR
4-5`x 4'-5'k i/7'
FIBERGLASS
ANTI -BUOYANCY CO. LAR
COMPACTED GRR IULAR FILL -
FROM BOTTOM 0,
EXCAVATION TO I. 7TTOM OF UNDISTURBED SOIL
ANTI -BUOYANCY OLLAR ---'
F 3 PII(I VALVE PIT BEDDING : ;D BACKFILL
C3 14 NOf IJ SCALE
3" SDR 21
PVC PIPE
3" SPECIAL PVC FLEXIBLE HOSE WITH OD
CONTROLLED TO PIPE TOLERANCES, V-6"
MIN. BENDING RADIUS (BY AIRVAC)
NOTE:
1. FLEXIBLE CONNECTOR USED TO CONNECT VALVE PIT TO
3" VACUUM SERVICE LATERAL
2. FLEXIBLE CONNECTOR LENGTH MAY NOT BE ALTERED,
DO NOT CUT PVC PIPE OF FLEXIBLE HOSE
G AIRVAC FLEXIBLE CONNECTOR
C3 C14 NOT TO SCALE
FROM VALVE PIT
3" SERVICE LATERAL,
2" OR 0.20% FALL
`2 -90° ELL TURNED TO SIDE LL FROM VALVE TO MAIN -
(MIN.)
FLOW FLOW
--
VACUUM MAIN `1 -WYE FITTING
PLAN VIEW
311
ELEVATION
WYE SIZE A
` DIMENSIONS BASED ON SPEARS MANUFACTURING
1. 45 DEG WYE, SOCKET x SOCKET x SOCKET
2, 90 DEG ELL, SOCKET x SOCKET
8 C D- INVERT
4 x 4 x 3
9 1 /4"
3 25/37'
9.32"
0.78'
6x6x3
101/Z'
325/37'
10.21"
0.85'
8 x 8 x 3
13"
3 25/37'
11.86,
1,00,
10 x 10 x 3
14 3/8"
3 25/32"
12.84'
1.19
H PREFERRED VALVE PIT TO MAIN CONNECTIONS
C3 r.14 NOT TO SCALE
SPACING BETWEEN CONNECTIONS
C3 C14 NOT TO SCALF
EXISTING GRADE
SCH 40 PVC 45' BEND
SDR 21 PVC VACUUM MAIN
2 0 MIN — SCH 40 PVC 45' BEND
.
NOTE:
1) SCH 40 PVC RIEBER GASKET
FITTINGS ARE ALSO ACCEPTABLE
2) 90° FITTINGS ARE NOT TO BE USES
FOR CHANGES IN DIRECTION
/ ^ \ CHANGE N DIRECTION
rK
C3 C14 NOT TO `_GALE
45° PVC ELBOI
SCH 40 OR SDR 21
PVC PIPE
45° PVC ELBOW �
3' MAX. IN ANY ONE LIFT
- � VACUUM MAIN
_ SLOPE SCHEDULE
PIPE DIA.
MINIMUM FALL BETWEEN LIFTS `
USE GREATER VALUE OF (A) OR (B)
DISTANCE AT
WHICH(B)GOVERNS
(A) (B)
3"
0.20 FT 0.2% x DISTANCE
> 100 FT
4"
0.25 FT 0.2% x DISTANCE
> 125 FT
6"
0.25 FT 0.2%x DISTANCE
> 125 FT
8"
0.25 FT _ 0.2% x DISTANCE
> 125 FT
10"
0.25 FT 0.20%x DISTANCE
> 125 FT
` WHEN NOT BETWEEN LIFTS, USE 0.2% SLOPE
L LIF- DETAIL AND SLOPE SCHEDULE
C3 C14 N1,1 TO SCALE
STEP #1
CLOSE NEAREST DIVISION VALVE
THIS DIMENSION DETERMI
SELECTED POSITION FOR NEW TIE IN BY SELECTED WYE AND 0-
FITTINGS TO BE USED
SQUARE CUTS, DE_814
EXISTING SDR
21 PVC
MINIMUM CUT-OUT LENGTH = 6-0"
STEP #2
i
ASSEMBLE AND ALIGN COUPLING NEW SECTION SDR ;1 PVCplpE
AND PARTS TO BE USED, KEEP 90° SCH 40 LONG RADIUS
CLEAN AND DRY STREET ELL, FLOW IS INTO
PAGE
EXISTING SDR 21 PVC ,'SCH 40 PVC WYE I
NOTE: f `SOLVEN
DUCTILE IRON MECHANICAL JOINT
SOLID SLEEVE FITTING WITH SOLVENT WELD
TRANSITION GASKETS SHOWN. —INSTALL WYE AND ELL USING
OTHER COUPLING METHODS MAY BE STANDARD PRIMER AND
USED. ALSO SHOWN IS SOLVENT SOLVENT CEMENT. KEEP ALL
WELDED WYE FITTING, RIEBER STYLE JOINTS CLEAN AND FREE OF
GASKETED WYE FITTING MAY BE USED. DEBRIS.
6'
L--LIFT ASSEMBLY
CM CONNECTING TO EXISTING MAIN - STEP 1 u 2
NO VALVE PIT
CONNECTIONS C3 C14 HOT TO SCALE
MAY BE MADE
IN THIS AREA
e14C3C
ROHIBITED CONNECTIONS
OT TC SCAIIE
FLOW DIRECTION
1 RELEASE FOR PERMITS JKA 1/15/
2 RELEASE FOR PERMITS JKA 10/24/
N0. DESCRIPTION BY DATE
Revisions
SEAL
15738 C`
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C14
07026

1 RELEASE FOR PERMITS
2 RELEASE FOR PERMITS
JKA 1 1/15/07
JKA 10/24/07
ELEVATION VIEW
TIGHTEN BOLTS AND NUTS AS
PER MANUFACTURER'S
RECOMMENDATION, DO NOT
OVER -TIGHTEN
PLAN VIEW
NOTE
I AFTER INSTALLATION IS COMPLETE,
OPEN DIVISION VALVE AND PERFORM
VISUAL AND AUDIBLE INSPECTION OF
EACH JOINT FOR LEAKS.
BED ENTIRE ASSEMBLY IN STOI.
INCLUDING THE 3" SERVICE
LATERAL. TAKE EXTRA CARE TO
BED REPAIR COUPLING
FROM VALVE PIT
A FINISHED CONNECTION TO EXISTING MAIN
C3 C15 NOT TO SCALE
n�uc ucn r_oenc
OTHER UTILITIES
(TY P.I —�
VACUUM MAIN
B TYPICAL UIIIITY CROSSING
C3 C15 NOT TO SCALE
VACUUM SEWER PI'E
A) ALL BURIED VAC ILIUM MAINLINES, BRANCH LINES AND SERVICE LATERALS SHALL BE SDR 21
PRESSURE RATED )VC PIPE, ASTM D-2241.
B) JOINT: ASTM D-2139 USING "RIEBER-STYLE" ELASTOMERIC SEALS.
C) FITTINGS: ALL P /C SCH 40 PIPE FITTINGS (FOR SOLVENT CEMENT JOINTS) SHALL BE AS PRODUCED
BY SPEARS MANUF �CTURING COMPANY FROM A PVC COMPOUND HAVING A CELL CLASSIFICATION OF
12454 CONFORMING: TO ASTM D-1784. ALL PVC SCH 40 FITTINGS SHALL BE INJECTION MOLDED IN
ACCORDANCE WITI ASTM D-2466 WITH THE EXCEPTION OF WYE FITTINGS. THE WYE FITTINGS MAY BE
FABRICATED PROV. DED THAT FITTING DIMENSIONS DO NOT DEVIATE SIGNIFICANTLY FROM THOSE
SHOWN ON THE ST. ,NDARD DETAILS WYE FITTING SOCKETS SHALL BE MADE IN ACCORDANCE WITH
ASTM D-2466.
D) PRIMER: ASTM F 656; SOLVENT CEMENT: ASTM 2564. CEMENT SHALL NOT BE SAME COLOR
AS PRIMER.
E) WYE FITTINGS: S i ° ELLS SHALL BE USED THROUGH OUT. A 3" - 90 ° ELL MAY BE ONLY USED AT THE
ENTERING SIDE OF 3" VACUUM VALVE AND AT THE WYE CONNECTION TO THE VACUUM MAIN TEE
FITTINGS AND VENI TYPE ELLS ARE PROHIBITED.
VACUUM LINE DIVIS ON VALVES
A) VALVES SHALL C ONFORM TO AWWA C509087, STANDARD FOR RESILIENT SEATED GATE VALVES, AS
MANUFACTURED B1 WATEROUS COMPANY.
B) TWO (2) TEE KEY S SHALL BE PROVIDED FOR EACH VALVE SIZE REQUIRED
C) BURIED VALVES SHALL BE PROVIDED WITH VALVE BOXES AND THE OPERATING NUT SHALL BE
EXTENDED TO WITF IN 9", PLUS OR MINUS 6", OF THE FINISHED GRADE. THE VALVE BOX COVER SHALL
HAVE THE WORDS "SEWER" AND "OPEN" WITH A DIRECTIONAL ARROW CAST ON IT.
D) PROVIDE CONCPETE COLLAR AROUND EACH DIVISION VALVE AND GAGE TAP.
NOTE: NOT INTENDED TO
SUPERSEDE WRITTEN SPECIFICATIONS
C VACU 'M MAIN SPECIFICATIONS
C3 C15 NOT 0 SCALE
A) VALVE PIT TYP -S: VALVE PITS SHALL BE PROVIDED IN THE FOLLOWING TYPES AND DEPTHS AS
SHOWN IN THE E JGINEER'S PLANS.
THREE (3) PIECE VALVE PITS
DEPTH TO INVERT
DEPTH TO INVERT
OF GRAVITY INLET-
OF GRAVITY INLET -
AIRVAC MOl EL NO.
OVERALL DEPTH
4" STUB -OUT
6" STUB -OUT
VP303OF
5 FEET
3.74 ft
3.82 ft
VP3042F
6 FEET
4.74 ft
4.82 ft
VP5430F
7 FEET
5.74 ft
6.74 ft
7.74 ft
5.82 ft
6.82 ft
7.82 ft
VP5442F
8 FEET
P5454F
9 FEET
P5466F
10 FEET
8.74 ft
8.82 ft
B) VALVE PIT COVERS: MODEL R5900 BY NEENAH FOUNDRY. CASTINGS SHALL MEET ASTM A-48, CLASS
30 GRAY CAST IRON. THE WORDS "AIRVAC SEWER" SHALL APPEAR ON TOP OF COVER IN 1" TALL
LETTERING. COVERS FOR THE THREE-PIECE VALVE PIT SHALL HAVE AN OPEN PICK HOLE AND NO
ELASTOMER SEAL
C) FLEXIBLE CONI LECTOR: AN AIRVAC FLEXIBLE CONNECTOR SHALL BE USED TO CONNECT THE VALVE
PIT TO THE 3" VAC JUM SERVICE LINE.
D) ANTI-BUOYANC Y COLLAR: VALVE PIT SHALL INCLUDE AN AIRVAC REINFORCED FIBERGLASS
ANTI -BUOYANCY C OLLAR.
E) GROMMETS: V \LVE PITS SHALL INCLUDE THE NECESSARY GROMMETS FOR THE GRAVITY LINE
CONNECTIONS. AL L PIPES THAT PENETRATE THE VALVE PIT THROUGH GROMMETS SHALL BE SCH 40
OR SDR 21 PRESS JRE RATED PVC PIPE. NO OTHER PIPE IS ACCEPTABLE.
F) STOP -RING: TH -_ END OF THE STUB -OUT PIPE THAT PASSES THROUGH THE VALVE PIT GROMMET
SHALL BE BEVELE 3. A STOP RING SHALL BE USED TO ENSURE THE PIPE DOES NOT PROTRUDE MORE
THAN 4" INSIDE TF E COLLECTION SUMP WITH AN ALLOWABLE TOLERANCE OF ± 1/8".
G) VALVE & CONTROLLER: INTERNAL BREATHER; TYPE F, FULL PORT 3-INCH DIAMETER.
H) IN -SUMP BREA--HER: AIRVAC IN SUMP BREATHER.
1) FURNISHED: VAk UUM VALVES & CONTROLLERS AND THE IN -SUMP BREATHER SHALL BE FURNISHED
BY THE CONTRAC- OR AS PART OF THE VALVE PIT PACKAGE.
J) INSTALLED: VA( UUM VALVES & CONTROLLERS AND THE IN -SUMP BREATHER SHALL BE INSTALLED
BY THE OWNER. VALVES SHALL NOT BE INSTALLED IN THE VALVE PIT UNTIL AFTER THE HOMEOWNER
HAS INSTALLED TF E 4" AIR-INTAKE.
K) MANUFACTURE R: VACUUM VALVE AND ACCESSORIES
AS MANUFACTURED BY AIRVAC.
D VALVE PIT SPECIFICATIOII l
C3 C15 NOT T SCALE
NOTE: NOT INTENDED TO
SUPERSEDE WRITTEN SPECIFICATIONS
VACUUM SEWER LINE INSTALLATION
A) INSTALL VACUUM SEWER LINES IN ACCORDANCE WITH ENGINEER'S AND AIRVAC'S GUIDELINES
B) VACUUM SEWER MAINS SHALL HAVE A MINIMUM COVER OF 36" UNLESS OTHERWISE NOTED.
C) ALL VACUUM SEWERS SHALL BE LAID TO THE LINE AND GRADE WITH THE USE OF CONSTRUCTION
LASER BEAM EQUIPMENT. ALL PIPE WHICH HAS BEEN DESIGNED TO SLOPE DOWNWARD SHALL BE
INSTALLED TO SLOPE CONTINUOUSLY DOWNWARD. THERE SHALL BE NO ABRUPT SAGS OR BELLIES IN
THE LINE. THE MAXIMUM DEVIATION FROM PLANNED ELEVATIONS SHALL NOT EXCEED 0.05 FEET IN
ANY 100 FEET OF LENGTH. THIS PLUS OR MINUS TOLERANCE APPLIES TO ALL PIPE SIZES.
D) INSTALLATION BY THE HORIZONTAL DIRECTIONAL DRILLING (HDD) METHOD IS NOT ACCEPTABLE,
UNLESS PRIOR, WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER. SHOULD ENGINEER
APPROVE THE USE OF HDD, THE SAME INSTALLATION TOLERANCES SFECIFIED FOR OPEN -CUT WOULD
APPLY, NO ABRUPT SAGS OR BELLIES WOULD BE ALLOWED AND THE CONTRACTOR WOULD BE
REQUIRED TO VERIFY SUCH THROUGH ELECTRONIC MEANS WHILE THE PIPE IS BEING INSTALLED.
VACUUM LINE TESTING & LINE FLUSHING
A) A TRAILER MOUNTED VACUUM PUMP (TMVP) AS MANUFACTURED BY AIRVAC IS REQUIRED FOR THE
DAILY VACUUM TESTING. THE UNIT SHALL INCLUDE (1) -8" PORTABLECHART RECORDER, 100 CHARTS,
5 PENS, (1) - 0-50 MAGNEHELIC GAUGE KIT, TUBING AND A VALVE PIT TEST CONNECTION WITH
SHUTOFF VALVE AND CAM -LOCK ADAPTOR.
B) A TWO (2) HOUR VACUUM TIGHTNESS TEST OF ALL SEWER MAINS AND LATERAL CONNECTIONS
SHALL BE CONDUCTED DAILY IN ACCORDANCE WITH AIRVAC INSTRUCTIONS.
C) A FINAL FOUR (4) HOUR VACUUM TIGHTNESS TEST OF THE COMPLETE VACUUM PIPING NETWORK,
INCLUDING ALL SEWER MAINS AND LATERAL CONNECTIONS SHALL BE CONDUCTED IN ACCORDANCE
WITH AIRVAC INSTRUCTIONS.
D) AFTER SUCCESSFUL FINAL FOUR (4) HOUR ACCEPTANCE TESTING, FLUSH LINES TO REMOVE
DEBRIS AND FOREIGN MATERIALS THAT ACCUMULATED DURING CONSTRUCTION.
NOTE: NOT INTENDED TO
SUPERSEDE WRITTEN SPECIFICATIONS
E ) VACUUM MAIN - INSTALLATION, LINE FLUSHING & TESTING
C3 C15 NOT TO SCALE
VALVE PIT INSTALLATION
A) INSTALL VALVE PITS IN ACCORDANCE WITH AIRVAC INSTALLATION INSTRUCTIONS.
B) CONDUCT SUMP PRESSURE TEST IN ACCORDANCE WITH AIRVAC INSTRUCTIONS.
C) THE TOP OF ALL VALVE PITS SHALL BE FLUSH WITH THE PAVEMENT OR, WHEN NOT IN THE
PAVEMENT, FLUSH WITH THE FINISHED GRADE. TOP OF VALVE PITS ELEVATION SHOWN ARE
REPRESENTATIVE AND MAY VARY DUE TO ACTUAL FIELD CONDITIONS.
GRAVITY SEWER PIPE (VALVE PIT STUB -OUT PIPES)
A) ALL VALVE PIT STUB -OUT PIPES AND GRAVITY LATERALS INSTALLED IN THE PUBLIC RIGHT-OF-WAY
SHALL BE PRESSURE RATED PIPE: SDR 21, SDR 26 OR SCH 40 PVC. NON -PRESSURE RATED PIPE AND
FOAM CORE PIPE IS NOT ACCEPTABLE.
B) PIPE: SDR 21 & SDR 26: ASTM D2241; SCH 40: ASTM D1784.
C) STUB JTS: STUB -OUTS SHALL BE EITHER 4" OR 6" IN DIAMETER AND SHALL BE A MINIMUM OF
6-0"LONG• ()R THE LENGTH NECESSARY TO EXTEND SERVICE TO THE PROPERTY LINE. A STOP
COUPLIN SHALL BE SOLVENT BONDED AROUND THE GRAVITY LINE AS SHOWN IN THE STANDARD
DETAILS.
9F VALVE PIT INSTALLATION & TESTING
C3 C1 NOT TO SCALE
VACUUM ::WER NOTES
NOTE: NOT INTENDED TO
SUPERSEDE WRITTEN SPECIFICATIONS
A) THE TOP OF ALL VACUUM PITS AND VALVE BOXES SHALL BE FLUSH WITH THE PAVEMENT OR,
WHEN NOT IN THE PAVEMENT FLUSH WITH THE FINISHED GRADE. TOP OF VACUUM PITS
ELEVATION SHOWN ARE REPRESENTATIVE AND MAY VARY DUE TO ACTUAL FIELD CONDITIONS
AND ENGINEER'S DIRECTIONS.
B) VACUUM SEWER MAINS SHALL BE SDR 21 PVC UNLESS SPECIFIED OTHERWISE
C) ALL FITTINGS 4 INCHES AND GREATER SHALL BE SDR 21 AND PROVIDED WITH RIEBER TYPE
GASKETS. FITTINGS FOR 3" SERVICE LATERALS SHALL BE SOLVENT WELDED SCHEDULE 40 PVC.
D) ONLY SUITABLE MATERIALS FREE FROM EXCESSIVE MOISTURE SHALL BE USED FOR FILL OR
BACKFILL. CONTRACTOR SHALL REMOVE SOIL MATERIAL TOO WET TO PERMIT PROPER
COMPACTION TO SPECIFIED DENSITY, SPREAD AND ALLOWED TO AIR DRY.
E) ROAD AND DRIVEWAY CROSSINGS SHALL BE OPEN CUT WITH SAWCUT JOINTS UNLESS
OTHERWISE NOTED.
F) DISTURBED DRIVEWAYS SHALL BE RECONSTRUCTED TO A CONDITION EQUAL TO OR BETTER
THAN ITS PREVIOUS CONDITION.
G) CONSTRUCTION WITHIN RIGHT-OF-WAY SHALL CONFORM TO UTILITY AND RIGHT-OF-WAY USE
STANDARDS.
H) UPON COMPLETION, ACCEPTANCE AND CERTIFICATION OF THE VACUUM SEWER SYSTEM, THE
PROPERTY OWNER SHALL ENGAGE A LICENSED PLUMBING CONTRACTOR TO MAKE THE
CONNECTION BETWEEN THE EXISTING SEPTIC TANK LATERAL AND THE NEW WASTEWATER
COLLECTION SYSTEM LATERAL. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH LOCAL
BUILDING DEPARTMENT OFFICIALS AND OBTAIN THE NECESSARY BUILDING PERMITS AND MEET
ALL APPLICABLE BUILDING CODES. THE EXISTING SEPTIC TANK AND SYSTEM SHALL BE TAKEN
OFF-LINE IN ACCORDANCE WITH HEALTH DEPTMENT GUIDELINES.
1) VACUUM SEWER MAINS SHALL HAVE A MINIMUM COVER OF 36", UNLESS OTHERWISE NOTED
J) NEW OR REPLACED UNDERGROUND FACILITIES WITHIN THE RIGHT-OF-WAY SHALL BE MADE
DETECTABLE UTILIZING APPROVED INDUSTRY STANDARD TECHNIQUES.
K) TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER FOR THEIR DIRECTION ON WHERE TESTING IS TO BE
CONDUCTED.
C VACUUM SEWER NOTES - GENERAL
C3 C15 NOT TO SCALE
NOTE: NOT INTENDED TO
SUPERSEDE WRITTEN SPECIFICATIONS
N0.1 DESCRIPTION
Revisions
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