SW7070527_APPROVED PLANS_20071121

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

t
1
STILLWA'CER HARBOUR
APPROVED
NORTH CAROPIS- EN`,
MANAGEMENT CGl'�JJSSI&v
DIVISION OF WATER OUALF
Date -goy !q 07
StommaterP=. ... swTO652-T
DRAWING SHf ET INDEX
CS COVLR SHEET
Cl 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 ENLARGED STORMWATER POND PLANS, SECTIONS & DETAILS
C9 ENLARGED SFORMWATER POND PLANS, SECTIONS & DETAILS
C10 BOAT STORAGE YARD PLAN
C11 OFFSITE WATER & SEWER MAIN PLAN & PROFILE
C12 OFFSITF WATER & SEWER MAIN PLAN & PROFILE
C13 OFFSITE WATER & SEWER MAIN PLAN & PROFILE
Cl4 OFFSIJf idATER & SEWER MAIN PLAN & PROFILE
r 15 LIFT',I=yid DFTA:: S
C16 ROAD .)ETAILS
- A PLANNED
NCSR 1004
TIEW BERN, NORTH
UNIT
CAROLINA
DEVELOPMEN"
I RELEASE FOR PERMITS JKA 1/ 5/07
NO. DESCRIPTION BY DF TE
Revisions
APPROVED
NORTH CAROLINA ENVIRONMEN"(>L
MANAGEMENT COMMISSION
DIVISION OF WATER QUALI^
Date No akfng)eR mil. 01
,toraiwater Permit No. 5 µi?oi 052'1
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ZONE AE
NORMAL
LEVEL
SPECIAL NOTE:
THE STILLWATER HARBOR SU16DIVISION PROPERTY IS LOCATED IN THE M 1NITY OF
THE CRAVEN COUNTY AIRPORT. HEIGHT LIMITATIONS EXIST WITHIN AIRFI 1D APPROA0d
ZONES. THE STILLWATER HARBOR PROJECT AREA IS LOCATED WITHIN A J APPROACH \
ZONE ALLOWING STRUCTURE HEIGHTS OF AT LEAST 100 FEET. PROSPECIVE BUYERS t .41
R
ARE ADVISED TO RESEARCH TO T'nLIR OWN SATISFACTION, ANY CONDITII AS RELATED a I„G
TO DEVELOPMENT IN THE AREA OF THE AIRPORT.
.;•••.. \
tu4:..L111y . . . \
BRIC _EK ::::'.'. . :'. .': ZDNEAE
lSSIFIC SW, N`:. : `
,.ATE) • i I
. . . . . JEAN
. .T6J TAX .J: 7-...,1 ..1•r\
•'•.d `'O- CRAVEN COrIN 11Nr:
\
LI A
l A• t r . ZONE AE
_ E
1 I CA' •�f• \
POSTAL ENUMERATION`,
IT ADDRESS
205 SHOREVIEW DRi,I
207 SHOREVIEW DRIVE
209 SHOREVIEW DRIVE
1 211 SHOREVIEW DRIVE
213 SHOREVIEW DRIVE
215 SHOREVIEW DRIVE
217 SHOREVIEW DRIVE
219 SHOREVIEW DRIVE
59 221 SHOREVIEW DRIVE
40 223 SHOREVIEW DRIVE
41 231 HIGHWOOD LANE
42 233 HIGHWOOD LANE
43 241 HIGHWOOD LANE
44 243 HIGHWOOD LANE
45 245 HIGHWOOD LANE
46 248 HIGHWOOD LANE
47 246 HIGHWOOD LANE
48 244 HIGHWOOD LANE
49 242 HIGHWOOD LANE
50 240 HIGHWOOD LANE
51 218 HIGHWOOD LANE
52 216 SHOREVIEW DRIVE
`3 214 SHOREVIEW DRIVE
54 212 SHOREVIEW DRIVE
55 210 SHOREVIEW DRIVE
`>6 208 SHOREVIEW DRIVE
' 7 206 SHOREVIEW DRIVE
i 204 SHOREVIEW DRIVE
`�9 202 SHOREVIEW DRIVE
60 200 SHOREVIEW DRIVE
61 150 COVENTRY COURT
02 152 COVENTRY COURT
WATEI �J I 63 154 COVENTRY COURT
>� ss Fs 4 156 COVENTRY COURT
PAF DOCK SUMMARY: ', �� g , 1461A 181 MARION DRIVE
1,292,013 `.I >� n 4 a IV `:.. I4 CET. B 201 SHOREVIEW DRIVE
NOTE: ERVED FOR I 100 SLIPS TOTAL Qs, q� LNICBD 1207-A SHOREVIEW DRIVE
PRIVATE OWNERSHIP =3 ;�� °�i� :< IAATLE 115 SHOREVIEW DRIVE
THE MARINA FACILITIES PROPOSED ARE FOR THE PRIVATE 7NE AE a waL T 247 HIGHWOOD LANE
USE OF SUBDIVISION RESIDENTS. THE MARINA FACILITIES "y 9, vWM G 133 SHOREVIEW DRIVE
SHALL NOT BE DEVELOPED FOR GENERAL PUBLIC USE. N 319' i
ul _82 BJ u4. : e1 88 0B1 1111. r :: 4 _ : i : , _ems ioRMAL WATER
1VEL - - - - ._ \ \ ZONE UNSHADED X
Y /U+t AL
LONE AE PS B�JIIII�IOBS {{r`ySifJ4 851 B4iE4m rNc Ub o+1N:a I40 'u: k m 16) �' 15 `_ ✓�
MDEPRIVATE \ •" NDrse.z-r I,.,� j
fk6n l4nsc, -1 _' :: �S C79O6 C5nC4 C30C2 cd16D' m:, . ,: R -- - A,LTSS EASEMENT _ 18)
�1':(�4Z i I II7
tit h_ / v . A\
4' CONC.
GUY A t,..,r,.N ` \-'��rri$�(0652ht �F'AfTil
8 T w 158 _ G l.ruH �F, j � \ � � � I �J � / (PRIVATE) � ,65 joo SF I � � � \ � _ _ . � ✓• � x e�e9aow - SEE 10Ef n
1 1 •'' OB BB G are
s � /
/
AN w: N- -IvO000 20 LANO§FaPE 50 48/F I'. }{ADID X I / / 0 \ ( / e•/ B CRAVEN caN n-Na zaNR4c �•=7 �• o\ f1_ 2 \ s
BUFFER " z I A DEVILEE ✓'r,
() I • I`_ �6,,)b� I I .',hl AE ;:t4;v ti, ti-.w a�b5�' / \• I I - I \ ����'�
`l9
1
RELEASE FOR PERMITS
JKA
1/15/07
2
PRELIMINARY PLAT
JKA
4/03/07
3
DEPT. REVIEW COMMENTS
JKA
6/19/07
4
GENERAL PLAN APPROVAL
JKA
Ply
8/07/07
F1ATP
Jo.
DESCRIPTION
-LONG PROPERTY
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1
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L8
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LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
LINE
LENGTH
BLARING
SI Sti'SYE
S410?'O7W
L51
42.24
N28'ST45"E
L101
25.30
N60.10'25W
U51
27.8.
N81'09'29W
L201
76.54
6246
L52
4399
N0T25'4o'\Y
L102
15.88
N6010'25W
L152
29.51
S6T54'11W
L202
L53
73.18
N26-02'21•E
L103
44.45
S7o'01'03'W
L153
50.19
S46'I627W
L203
42.78
S1913'55E
L54
10.94
N7304'03"E
L104
11.58
S70'01'03'W
L154
39.87
S68-06'31_W
L204
76.53
S64-03'28'E
L55
16,92
54645'29"E
L105
35.27
N8754.28W
L155
45,59
S5935'471V
L205
75.01
N71'48'05"E
L56
30,24
S8T39'15E
L106
18.84
N71'32'44"W
L156
86,05
S70'O6'06'W
L206
90.71
S48'19'07"E
L57
21,59
N38.54'29"E
L107
44.02
N71'32'44W
057
26.49
5 6F 2.02W
L 01
L208
4104
1533
S05-04'29•E
L58
15.49
N38-54.29"E
L108
14.16
S6T53'45"W
L158
5494
'3621'24W
S13'58'47'F
L59
14.88
N10.46'32"E
L109
5.48
S6353'45W
L159
5322
S70'30'30W
L209
69.20
S39.5204W
LIO
L60
29.00
N10'46'32'E
L110
23.69
S2457'31W
L160
40.84
S61-13'25W
L210
57.03
N68'27'4IW
Lll
31 A5
L61
9.34
N10'4672'E
1111
43.06
S01'44'32W
L161
39.91
',,40'S4'20W
L211
124.67
N5645'50W
L12
46.29
L62
36.31
N01.42'17W
L112
45.87
N84'38'05W
L162
29.45_
43.U5
30.51
S0:'31'48 W
L212
40.68
S66'07'38W
113
37.18
L63
55.27
N01'42'17W
L113
32.80
N84'38'051V
L163
SIT31'251
SZ5'M53•E
L213
44,67
S21.31'40W
L14
24,85
L64
55,03
NOT I2'32W
L114
24.82
S76'23'25"W
HM
L214
26.85
SOO'15'01•E
L15
53.14
L65
L66
10,01
NO9.14'06W
L115
25.48
S49.20'29W
L165
36.eS
S1636'47"E
L215
16.87
S00'54'15W
L16
40,12
45.03
NOT29'41'W
Li 16
14267
S00'12'44"E
L166
57.E9
SOT05'35E
L216
45.59
S19'24'121
L17
6853
2215
L67
10.01
NOT29'41'W
L117
136.10
S25.43'12-E
L167
6957
6220
SOT24'22•E
SQNB'03"E
L217
85,48
S34'06'41"E
118
L68
45.31
N14.05'36W
L118
65.77
S2648'22W
L168
L218
7438
S03'21'30"E
L19
/517
8f'm
148 80
019
/51i
11 /4 _
❑I e7
1?.b
I', 'It,
L69
1978
N14-05'36"W
L119
62.23
S6To2'47W
L169
10.I4
53729'S1-W
L219
7295
536'02'58"E
L 0
L2
VO
17.42
N26'04'23"E
L120
29.39
N86'01'24'W
L170
4719
55T15'39W
L220
37.10
SST35'05"E
L71
24,96
N26'04'23"E
L121
25.67
N5629'57W
LI71
mtJ5
S68•18'29W
L221
65.46
S68-56.36"E
I
t S
1 4
I:'S
I/;
L21
L72
33,49
N2604'23•E
L122
76A6
N1649'33W
L172
438b
S80'45'01'W
L222
33.47
S6T32'49"E
L73
23.31
N2604'23•E
L123
88.26
N04'108
L173
361I
S75'01'47W
L223
31.75
S89-53'36'E
L74
1051
N36'07'41-E
LI24
121.27
NIO l7'13 W
L174
24 7/
S8608'56'W
L224
46,99
S81'25'O8"E
L75
27.61
N3607'41•E
L125
52.44
N1711'41"E
L175
2017
N33'19.04W
L225
47,04
N78'47'36"E
L76
16.40
N3607'41"E
L126
90.51
N071605"E
L176
4641
NI T18'35W
1226
62,86
N4347'05'E
L77
2381
N0648'21"E
L127
24.70
N6T25'22"E
L177
5031
N34'08'00•W
L227
83.33
N8439'04"E
L l
I ,
:r,•,b
nSIA
0T2:-ItiW
SGI 43"E
L78
3.67
N0648'21"E
L128
30.35
S86'01'57'E
L178
5811
N35'14'331V
L228
18.70
N24.51'25E
L79
21,60
N4629'40W
L129
IT62
N70'20'45E
LI79
32I
N22-00'48V
L229
64.55
N2719'03W
ISJ
'b 16
4u-AW
L80
16.66
N8649'41W
L130
33.68
N29'36'16"E
L180
6134
N2TO6'25'W
L230
38.87
N5620'34W
I I
? II
I G833 34-W
L81
38.87
S5T20'30W
L131
81.94
N74.39'27W
L181
28.29
N3619'28-W
L231
78.05
N80'36'38W
I t
1 b1 :4
351144E
L82
88.06
S4347'20W
L132
27.00
N26'41'16'N
L182
31.17
N2607'26'W
L232
26.25
N20'31'24W
11t11°BS
g64709"E
L83
13.04
N24'15'14W
L133
35.02
N21'39'03'E
L183
4665
N41'13'26-W
L233
64.23
N2T38'46"E
L 541
1 �_
I.t.
1 S/
1M
l39
LI24
S8841 WE
S864T09E
L84
28.34
N3331'49"E
L134
2.02
N21.39.03"E
L184
29,03
N44'53'IOW
4913
L85
108.97
N4614'35E
L135
37.01
N52'20'11"E
L185
26.83
NOT40'47•E
4531
1818
IS b'!
:15 10
' ':
?) Sn
4uu
S7}35'12"E
L86
51.67
N5730'20"E
L136
44.86
N00'065YE
L186
82.03
583'09'13'E
S17C01'E
44}-79"E
44 S: 39'E
h _? 15E
00'E
U0•E
A J7W
S53 31-E
S5 +}t•E
L87
6229
N3732'59'E
L137
L55
N00'00'53•E
L187
100.60
N74'25'47E
L88
20.80
NO2'S6'16W
LI38
17.85
N5650'37W
L188
59.86
NO2'35'47E
L89
100.95
N29'OS'33W
L139
25.59
N5650'37W
L189
45.82
N803T56W
140
L41
L90
60.17
N38-04'15Y1
L140
36.75
N86-23'49W
L190
158.60
N54.30'23•E
L91
37.00
N1923'15'W
L141
41.82
S68'52'19Y1
1_191
36.13
N36'55'11W
L42
L92
31.25
N71-38'25-W
L142
22.07
N4610'39W
L192
15.06
N59-05'46"E
L43
30.21
L93
22.25
S6501'36W
L143
24.03
N46I0'39W
L193
41.99
N1814481
L44
45.56
L94
22.11
S65701'36W
L144
32.75
NI T39'38W
L194
97.57
N6649-03E
L45
19.30
L95
50.36
S3358'47W
1111
41,11
NI T39'38W
LI95
122,57
110'20'05"E
L46
1L22
N1 -'06'E
SI1 d12"E
L96
44.99
S1622'20W
L146
21,74
NW 1' 5O6W
L196
100.61
S09648'59"E
L47
28.47
L97
29.41
N79'00'57W
L147
61.42
N00'13'O6W
L197
90.21
S03'40'55W
48
L
-2 If'
2929
14 ..i 12•E
bdl'05"E
tN4Y=+27E
U
32.10
N44.OV59-N
L148
63.08
N00'13'06W
L198
106.66
SOt'53'43W
L99
24.24
N0V35'40W
L149
45.94
N0654'09W
L199
11270
S04609'54W
Su
2284
L100
52.33
N2641'09E
I150
9128
N06'54'09W
L200
6107
S33'50'30W
�_
\ `Cn
\ GAO
vp
e
J
\ 1 y s o• �T� ' 45 .1� I Lb�. �\ ° \ z 3 �/ \ \ t ® �� > R 09 0
I7lwE IIr uc I--.- 30' ZONE 1 D \ \\ , \ �(a�.3 'fie•, ,r k`ER� ..r I,.,..,... I I I0„ 4. • 9�``to C '.:1 .t"`"v�\� . • 5T
MAVEN COUNTY -NO ZMNG IZpyL UNSHADID XI \ . 1 _' '1 ' "T 11 DNL AEl 4L'i9l �„�.-•"` ,i - •".j
� I NORMAL WATER 8' INDE PRIVATE
RELOCATED °s \ \ L[VTl ACCESS EASEMENT
18.0' EASEMENT - 1 ?, . I 'j. 8''MDE PRIVATE
DEED BOOK I So5D4xi t t62.34 !..�I 50' NEUSE RIVER ,z., LONE AE ACCESS EASEMENT /. `�/9 -� kx �:-`s :.I/ . Jli - S , r ..:: '�� v i, wl�cu+nrn .1
PAS I COMM(1N AREA Lso '\ RIPARIAN BUFFER
I ®�� '� V �
I 180,921.26 SF (1.86 ACf) 3 B i� v ZONE AEJ
1 20' LANDSCAPE
' C I I BUFFER EASEMENT / • \�5' - - _ > H _ NORMAL WATER P � � ZEE M
WL'4 I 1 (SEE NOTES) / a\ _ -9 \ \ LEVEL 26,§A �t3EY1I ACC))
myI' & n� ®��.373635�34vv
rn 1 �_ �"� 39 38 � RIVE I I I I. 1133 III ,, .NEW a c°Nc
�4N-4 L 1 m n'
• , I 1 Z o r
1 t.
II 1 m
o 53g3\37 W7<7g`�g45
I I M05704.30-W 162.34
56 59505950 $S.sJ ' F
9..-1 i 9w� I 59 I I 60 j' oar 1 95,673
� � �� 6J V 5`g`
III ZONE UNSHADED X I I I I 55 © I I �64J �y a / 20' LANDSCAPE
O� W I I ZONE UN D X }J V 65 1 t 1
BUFFER EASEMENT \ 1
""' J �51J 2.8K
NCSR 19 (SEE NOTES) `
59.50
EARL R. WEBB h ' ' S950 GUY M. ARTHUR. JR.
DO 1515 PG 510 62.D0 11 .5, i ^4� J^�
TAX ID: 7-103-182 Imo- 64.50� I_ L�9 Ap{,A SON IvrJ ``� RI TAX 0
De.zi ,ari,aoe
CRAVEN COUNTY -NO ZONWG I_ 20' LANDSCAPE *1 J�Rj pVBV an a NEW BwN-ZONED R-10A \ \
I 48859 1�
1 Spg' 14 30'E BUFFER EASEM „�j <6l)
S0T56' 89
\ \ \ \ \ \ S31 5 4IE17)
i
}�A9 20' LANDSCAPE
3 }0` BUFFER EASEIIIENT OW) JECT SUM6
1 SCi 0 y`f`i r �
�S� 5pA so s� 4a.
F
1 ss so
�'j• oO' S6$N c�S \
�k L
/ PARCEL D \
2,474 SF (0.568 Aft) \
INSET - ENLARGED VIEW - PARCEL D
SCALE: 1`40'
Cal. BEARINGS, �f
SEE SHEET C2
LOT AREA TABLE
APPROVED
-H L -,'-^ NEN' 1L
1AP 1 �p
I�IOVSrn" 7j 07
Le S w'io'10 5.11
Sig
(SEE NOTES)ROJECT
,
ZONE
DATA:
OWNER/DEVELOPER:
STILLWATER INVESTMENT GROUP, LLC
1. PORTIONS OF THE PROJECT ARE LOCATED WITHIN SFECIAL FLOOD HAZARD AREAS, ACCORDING TO THE
312 S. FRONT ST.
FEDERAL EMERGENCY AGENCY FLOOD INSURANCE MAP PANEL 3720548800J, EFFECTIVE DATE JULY 2, 2004.
GUY M ARTHUR
DO M Rc 2s1
�
NEW BERN, NC 28560
2. ALL STRUCTURES BUILT UPON THE PROJECT SITE SHALL COMPLY WITH THE FIRE REQUIREMENTS SPECIFIED
T� BERN ZONED aTY qR-IBA
j
[phone]
IN THE INTERNATIONAL BUILDING CODE WITH NORTH CAROLINA AMENDMENTS DATED 2006.
GENERAL SUBDIVISION PLAN APPROVAL
AUGUST 7, 2007 FLD HAZARD DATA
1. THE EN11RE PROPERTY IS LOCATED IN THE FEMA
FLOOD WIZARD ZONE ATE UNLESS R IS DESIGNATED
TO BE IN A ZONE SIiADF4D X OR ZONE UNSHADED X
GRAPHIC SCALE - -
°° ° 100 zoo 4°° FEMA FLOOD HAZARD
.,
gpR ELIMINARY SUBDIVISION PLAN ;_...___,.._.' ZONE SHADED X (SEE DFIRM)
SCALE 1"=100'
( IN FEET)
1 inch = 100 ft.
OVERALL SITE AREA:
63.11 ACRES (INCLUDING HARBOUR), 33.45 ACRES (EXCLUDING HARBOUR & PARCEL G)
3. ON THE PROJECT SITE. NO WORK SHALL OCCUR IN THE WETLAND
AREPER
TAX PARCEL ID:
7-103-9001, 7-103-11002 & 7-103-017. 7-103-11005
PRESENT
AREAS WITHOUT04WETLANDSHE
SITE ZONING:
R10-A
4. NEUSE RIPARIAN BUFFER AREAS REGULATED UNDER 15A NCAC 02B EXIST ON THE PROJECT SITE.
UTILITIES:
SEWER -CITY OF NEW BERN
NO WORK SHALL OCCUR IN THE BUFFER AREAS WITHOUT THE PROPER PERMITS.
WATER -CITY OF NEW BERN
5. NO STRUCTURES SHALL BE BUILT OUTSIDE OF THE BUILDING SETBACKS SHOWN WITH THE EXCEPTION
ELECTRIC -CITY OF NEW BERN
OF FENCES, DRIVES, OR WALKWAYS.
TELEPHONE-EMBARQ
6. ALL DRAINAGE AND UTILITY EASEMENTS CARRY THE RIGHT -OF -ACCESS BY THE CITY OF NEW BERN FOR
CABLE TELEVISION-SUDDENLINK COMMUNICATIONS
THE MAINTENANCE AND REPAIR OF DRAINAGE AND UTILITY STRUCTURES.
REFUSE COLLECTION -CITY OF NEW BERN
7. EXISTING TREES SHOULD BE RETAINED ALONG ALL PUBLIC ROADS EVERY 30 FEET ALONG EACH SIDE.
LENGTH OF STREETS:
DENSITY CALCULATION:
3,004.40LF PUBLIC STREETS & 652.00LF PRIVATE STREETS = 3,656.40LF TOTAL NEW STREETS
1,457,082 SF - 163.995 SF/10,000 SF PER LOT = 129 LOTS ALLOWED, 64 PROVIDED
THESE TREES SHALL BE LOCATED WITHIN A ZONE 50 FEET PARALLEL TO THE CENTERLINE OF THE PUBLIC
TOTAL # LOTS:
64 SINGLE-FAMILY RESIDENTIAL LOTS & PARCELS A THROUGH G (71 LOTS TOTAL)
STREETS. THE TREES RETAINED SHALL BE AT LEAS 2 INCHES IN CALIPER.
TOTAL AREA IN LOTS:
700,782 SF, 16.088 ACRES, 25.49% OF TOTAL SITE AREA
8. THE DEVELOPER SHALL RETAIN AT LEAST 502 TREES ON THE ENTIRE TRACT (15 TREES PER ACRE)
AVERAGE LOT SIZE:
10,867 SF, 0.249 ACRES
9. ALL FRONT & REAR PROPERTY LINES ARE SUBJECT TO A 8' UTILITY AND DRAINAGE EASEMENT. ALL
TOTAL OPEN AREA:
214,358 SF, 4.92 ACRES, 14.71% OF TOTAL SITE AREA (EXCLUDING HARBOUR)
SIDE LOT LINES ARE SUBJECT TO A 10' DRAINAGE AND UTILITY EASEMENT CENTERED ON THE PROPERTY LINES.
TOTAL AREA RIGHT-OF-WAYS:
163,995.03 SF, 3.765 ACRES, 5.966% OF TOTAL SITE AREA
ALL UTITUTY EASEMENTS CARRY A RIGHT -OF -ACCESS TO THE CITY OF NEW BERN.
SETBACKS:
FRONT YARD = 8'
10. MAINTENANCE AND U14W OF THE COMMON AREAS AND LANDSCAPE BUFFER AREAS SHALL BE
SIDE YARD NOT ADJACENT TO PUBLIC STREETS = 5', UNLESS OTHERWISE INDICATED
PERFORMED BY THE HOMEOMMER'S ASSOCIATION.
SIDE YARD ADJACENT TO PUBLIC STREETS = 5' (PLUS DEDICATED OPEN AREA)
REAR YARD SETBACK = 5'. OR LIMITS OF-BUFFER/WETLANDS AS INDICATED
CURVE TABLE
CURVE
CH BEARING
CHORD
LENGTH
RADIUS
Cl
N52'3005W
167.67'
17792
15000
C2
S64-34'49"E
111.91'
11468
150.00
C3
S23'30'43"E
98.49'
100.35
150,00
C4
S03'40'43W
41.88'
42.01
150.01
CS
N43'3913'E
19.19'
19.21
150.00
C6
N00'1951"E
96.93'
9&70
150.00
C7
S05-53'32W
68.96'
69.58
150.00
CO
N04'08'25E
99.99'
1 100.67
249.97
C9
N7353'07"E
57.45'
S7.80
150.00
CIO
saroa'3aw
1zz7z
13212
100.00
CII
N7T3530-E
18591'
23B.64
100.DO
C12
N3557'38W
104.90'
106.54
175,00
C13
N69'01'25W
94.25'
95A3
175.00
C14
N8533'50W
5,61'
5,61
175,00
C15
S64.34'49"E
93.25'
95.57
125,00
C16
N4339'13"E
21.75'
2177
170-00
C17
56336'OBW
28.04'
28.85
35.00
C18
N68'01'45E
30.24'
30.81
46.00
C19
N2T14'31'E
33.86'
34.68
46.00
C20
N14'23'40W
31.52'
32.18
46.00
C21
N5T23'45W
28.37'
28,84
46.00
C22
S8607'33W
36.71'
37.76
46,00
C23
S2T40'52W
52.68'
56.09
46.00
C24
N1622'O7E
28.04'
28.85
35.00
C25
N43.39'13"E
16.63'
16.65
130.00
C26
S25'03'00"E
75.71'
76.92
125.00
C27
S05'53'02"E
6.71'
6.71
125.00
728
S0971WI6W
16.35-
16.50
35.00
C29
S41'00'53W
21.85'
22.22
WDO
C30
N262890•E
45.48'
47.74
44,50
C31
N2T22'17W
37.77'
39.00
44.50
C32
N7443'29W
33.69'
34.55
44.50
C33
S6I'16'46W
32.98'
3339
44.50
C34
S25'36'56W
21.40'
21.61
44.50
C35
SIO'20'57W
8.27'
8,27
17501
C36
S0622'32W
16,00'
16,01
175,01
C37
SOO'I7'42"E
24,72'
2434
175.01
C38
S0601'33"E
10.26•
1016
175.00
C39
S1631'08"E
65,66'
Woo
175.00
C40
S36'00'18"E
40.67'
40,76
175.00
C41
S45'3CMT
17.28'
17.29
17-500
C42
S50-57'42'E
16.02
16.02
175.00
C43
S59.18'04-E
34.86'
34.92
175,00
C44
S74.10'35"E
5531'
55.95
175.00
C45
S84'54'32"E
9.61'
9.61
175,00
C46
N84.33'36W
8.39'
8.39
125.00
C47
N63'14'18W
83.04'
R64
125.00
C48
N31'10'47W
54.79'
55.24
125.00
C49
N08'50'41W
42,16'
42.36
125.00
C50
1 .....23E
39.79'
39.96
125.00
C51
dN
SI3'3T33W
34.50'
34.55
175.00
C52
S0914'10W
46.49'
46.63
175.00
C53
N06'51'04W
4.29'
4.29
224.97
C54
N01'14'32W
39.70'
39.75
224.97
C55
S49.52'46W
42.96'
44.14
55.00
C56
S1323'07W
25.69'
25,93
55.00
C57
N7353'07"E
47,87'
48.17
125.00
C58
S7739'03W
53.15'
53.56
125.00
U59
534-48'06W
107.92'
11159
125.00
C60
N7T35'29'E
139,42'
17897
75.00
C61
N5350'10W
3141'
3208
45.00
C62
SBT16'01W
28.51'
29.01
45.00
C63
S55'57'23W
20.00'
20-17
45.00
C64
SI T24'10W
39.05
40.39
45.00
765
S51'10'36•E
61,22'
67.33
45.00
C66
S89-25'05"W
4,22'
4.23
-WOO
667
N60'34'59W
31.28'
32.42
35.00
C68
N7735'29-E
232.38'
298.29
125DO
C69
S4T0433W
92.04'
99.09
75.00
770
N73.53'07"E
F.02'
67.44
175.00
C71
575.272eE
39.9C
4683
55.00
772
N63-2835"E
Y.26'
38.01
55.00
C73
N15.28'11'E
51.99'
54.15
55.00
C74
N374522W
37.66'
38.43
55.00
C75
N0705'53'E
27.42'
27.43
274.97
C76
N04'04'43W
31.84'
31.85
274.97
C77
S0606'31E
5.62'
5.62
125,00
C78
S0T10'S2W
51.98'1
52.36
125.00
C79
NOT34'02"E
1 70.47'
1 70.95
t 175.Oo
C80
N11'17'02W
44,09'
44.20
175.00
I, N11
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.o SSZp•��y'
SEAL' S
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06033.DWG

PC G, SL 135—C
PO' LMVSCOE
SUFFER Egli
A HORIZONTAL ROAD ALIGNMENT
C2 C2 SCALE 1"=100'
BRICES CREEK
CLASSIFICATION C, SW, NSW
STILLWATER HARBOUR
_,B POCK__
A -POCK
15'X40 SUPS
TOTAL LENGTH OF NEW PUBLIC ROADS=3,004.40 LF
TOTAL LENGTH OF NEW PRIVATE ROADS-652.00 LF
NOTE:
CONFIRM DRIVEWAY CUT LOCATIONS WITH DEVELOPER
PRIOR TO CURB & GUTTER PLACEMENT
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
C/L CURVE TABLE
CURVE
CH HEARING
CHORD
LENGTH
RADIUS
CI
N52'30'05W
167.67'
17T92
150.00
C2
S64'34'49'E
111.91'
11 C68
150.00
C3
S23'30'43"E
98.49'
100.35
150.00
C4
S03'40'43W
41.88'
42.01
150.01
C5
N4339'13'E
19.19'
19.21
150.00
C6
NW19'51'E
96.93'
98.70
150.00
C7
W53'32W
68.96'
69.58
150.00
CB
WOO '25'E
1 99.99
100.67
97
249al0000
C9
N73'S3'0TE
57.45'
5T80
C10
S47-N34W
122.72'
132.12
C11
N7T35'30'E
185.91'
238.64
APPROVED
NORTH CAROLINA EN9IRONMEN
MANAGEMENT COMMISSION
DIVISION OF WATER QUA,U
Date tbycwYE1a lLl of
W7oio5z t
Stormwater Permit Na_S--
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'
B
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LIFT STATION A
UTILITY MAIN
0
F
C3 Ct
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C3 C1
VALVE VAULT FORCE MAIN
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THICK ABC STONE
250W HIGH PRESSURE SODIUM
AREA LIGHT ON 15' WOOD POLE YARD HYDRANT C
BY CONTRACTOR 1
1
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o
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Ell
NEW 10' PVC WATER MAIN
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C3 C3 SCALE 1"=10'
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WATE MAIN
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50(1) RUST BLOC NG
49 48
(1) 90' LBOW
THRUST BE KING
MH
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3.32LF 8'
EWER e 0:.
59.52LF 8' DI
SEYIER 0 0.4x
81.20LF 8' DI
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90.
IM
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120 L 2" END OF
® LINE BLOW -
C-NCK
12 A3u JUT)
TO DOCK - SEE DETAL
THIS SHEET (TYP. OF S
SEE SHEET Cl i FOR CONTINUATION
STILL_WATER HARBOUR
MH
237.471F 8 PVC SEWER
® .4%59 60 1' (
I I � 58 NEW 10" K�IR
WA N
© >
51 53 it lil® 55 SR 196
C
ON �60
A ONSITE WATER & SEWER PLAN
C3 C3 SCALE 1 "=100'
GRAPHIC SCALE
100 200
( IN FEET )
1 inch = 100 ft.
B-I)OCK
12'R3o SUPS
PI II 1,1`IGHUHG111
TO DOCK - SEE DETUL
THIS ME (TYP. OF 3)
4o
EXISTING UMBER PILE
2 1/2' HOSE QUICK CONNECT
NEW DOCK
2 1/2' 90' PVC ELBOW
21/2' PVC DROP PIPE
STAINLESS STEEL PIPE STRAPS @ 16" OC VERTICALLY
,,- NORMAL WATER LEVEL
z
�� 21/2" 90' PVC ELBOW
/ c 1DRY HYDRANT AT NEW DOCK
C31 C3 NOT TO SCALE
'WIEF 8' .4
ER ®OA%S
IIII�I
�
-
bT.►
I�II��II'
A
II
•
zm
BOAT STORAGE AREA \` 1
PARCEL D
72,024 SF
\ \ 1.65
1) 1 IEE�
A 10 \ EVE
R \BE
IN 10�
WATER M
DRY HYDRANT ARAM \
TO DOCK - SEE DETAIL \
:. THIS Sf EET (TYP. OF 3)
LEGEND
_S_ SEWER LINE
NOTES:
-W-
WATER LINE
RCP REINFORCED CONCRETE PIPE
1. SEE
DETAILS A, B & E, SHEET
C16 FOR TYPICAL ROAD DETAILS.
-D-
RCP
+270 PROPOSED SPOT ELEVATION (GRADE
EVENLY BETWEEN SPOT ELEVATIONS)
2. SEE
DETAIL C, SHEET C16 FOR
NEW PAVEMENT SECTION,
3. SEE
DETAIL D, SHEET C16 FOR
SIDEWALK CONSTRUCTION.
SILT FENCE
c
SEDIMENT TRAP L 0
c3 c1
DROP INLET c3 C1 C3 c1
4. REVEGETATE ALL DISTURBED AREAS
IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
OUTLET PROTECTION
H
H VALVE & VALVE BOX A
DETAIL M, SHEET C16.
C3 c1
c3 cn
5. SEE
DETAIL H, SHEET C17 FOR
TYPICAL TRENCH SECTION.
®
SCOUR HOLE
O PERMANENT 2' BLOWOFF B
FIRE HYDRANT D
1" SEWER SERVICE F
C3 C1
C3 C17
yyo
C3 C17
C3 C17
®
CHECK DAM
4
~ 1 WATER SERVICE c3 cno.THRUST
BLOCK
OS PRECAST MANHOLE 4n
c3Ec 7
I \ \\\\
ENLARGED SITE PLAN -LIFT STATION AREA
Be CT
\2WATER SE VICE 14
171.2 Be" PVC MH 2 13 / \
® 28.SOtf 8' PVC �tk� 14%
8 SEWER 0 0.4%
MH j3 _ - - - - - - EN 10" PVC / \ \ 1A
\ MH � (1) 90' ELBOW ATER MAIN \
(1) THRUST BLO G
® O O (2) 45' ELBOW \ \
(2) RUST BLOCKING `� Mtn
KIN \
` O
e' NEW 6" SEWER FORCE MAIN
0' SEE SHEET C11 FOR PLAN & PROFILE
NEW 10" WATER MAIN \ \
MH 121 SEE SHEET Ci l FOR PLAN & PROFILE \\
END OF ' v
UN -OFF
MAINTAIN MINIMUM 10' HORIZONTAL
SEPARATION BETWEEN WATER AND
SEWER MAINS
SEE INDIVIDUAL PLAN AND PROFILE
SHEETS FOR UTILITY
CROSSING CONFLICTS
NOTE:
PROVIDE WATER -TIGHT MANHOLE COVERS
ON ALL MANHOLES LOCATED LOWER THAN
ELEVATION 10.0'
APPROVED
NORTH CAROLINA ENVIRONMEN' 4'
MANAGEMENT COMMISSION
DIVISION OF WATER QUALI'
Date tk0VF_WX 161 0_1 _
I
Stomrwater Permit No._SW-1ro
MANHOLE SUMMARY
TABLE
MANHOLE 10
RIM
INV. IN
INV. OUT
REMARKS
LIFT ST4TIOH
10.0
-1.0
6.50
-
MH;I1
7.4
-0.05
-0.04
-
MH-2
7.1
0.16
0.15
-
MH�3
6.4
0.86-
MH#4
6.1
1.25
1.24
-
MH' 5
6.8
1,92
1.91
-
MH 6
7.4
2.25
2.24
-
MH L7
10.0
3,35
3.34
-
MH 8
11.0
3.81
3.80
-
MH 9
13.3
4.82
4.8 1
-
MH 10
15.2
5.90
5.89
-
MH 11
14.7
6.44
6.43
-
MH 12
13.8
7.40
7.39
-
MH 13
13.0
8.29
8.28
-
MH 14
13.9
9.42
9.41
-
MH 15
14.2
9.73
9.72
-
MH 16
14.7
10.09
10.08
-
MH 17
15.0
10.34
10.33
-
MH 18
15.3
10.64
10.63
-
MH 19
15.9
11.34
11.33
-
MH 20
17.5
-
11.92
-
MH 21
6.4
-
2.86
_
PROVIDE WATER -TIGHT MANHOLE COVERS
ON ALL MANHOLES LOCATED LOWER THAN
ELEVATION 10.0'
1;0
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06033.DWG

PC C. SL 135-C
BRICES CREEK I .a4"Nos:-:...'..
I I / (M REMATN'UfdDISTBBBED� . .'. .'.
CLASSIFICATION C, SW, NSW8jf19.3$ SF
\ '. ® SCOUR HOLE PERMANENT 2" BLOWOFF B D F
\ O Ca C17 FIRE HYDRANT ca Cn-- 1 SEWER SERVICE Ca ct7
r- \
1" WATER SERVICE C E G
CHECK DAM cacn THRUST BLOCK O PRECAST MANHOLE
c1Cut
r
NOTE:
ALL MARINA WORK IS PROPOSED AND IS BEING PERMITTED THROUGH THE NC DIVISION OF COASTAL MANAGEMENT,
AND IS NOT PART OF THE UPLAND DEVELOPMENT DEPICTED ON THIS PLAN.
NO WORK SHALL BE CONDUCTED WITHIN THE DELINEATED WETLANDS AREAS OR NEUSE RIVER RIPARIAN BUFFER AREAS.
ALL RUNOFF FROM IMPERMEABLE SURFACES SHALL BE DIRECTED TO DRAIN TO THE
SUBDIVISION ROAD SYSTEM. RUNOFF SHALL BE DIVERTED BY SURFACE GRADING TO THE
EXTENT POSSIBLE. ROOF GUTTERING SHALL BE INSTALLED WHERE NECESSARY TO DIRECT
ROOF RUNOFF TO THE STORMWATER SYSTEM FOR THE SUBDIVISION.
II TOTAL AREA OF WETLANDS = 94,997 SF, 2.18 AC• II
X30¢OCK
I 12n
1
NIl \ / I I \ y /•moo ��_ O\ SILT FE
LIMIT
iND -- -- I I I - ? 2� / v 404 WETLANDS
ENT(TO REMAIN UNDISTURBED)
I I N 'X •'• "' ^� 7,378.72 SF
I /� /- NO BIIROAa & ENSIS N W AREA
W" 6 WAWX ONLY.
SCOUR HOLE
:ATE
MN �
<
II
II
I
� I I
I 248LF 24" 111
LAow � I
rin I I
to I
II
zl
Ir--
��
N u
1 1
a 1
1
Y
G
LIMITS OF DISTURBANCE
21.87 ACRES ±
\\ N\�
L_\'•'
/ 1\
STILLWATER HARBOUR
15'X40�0SLKPS 'J
01309 SLIPS 50' NEUSE RIVER
LIMITS OF DISTURBANCE RIPARIAN BUFFER WOOD WALKWAY
21.87 ACRES
BI B2 B3.B{ B5.B6 117_BB IIW 1BI 30I 5BI6 7BI 9 _
1 ?B+ 1 r\ / rV7
-�\
/ J
�vp
amSIEAFR \ I� �/ - 7.�1
\ i wood wALRruv T / \5
C SILT FENCE ` - �2BLF 15• RCP
16 SET ON BUFFER
LIMIT \ �S\\ \ \\ \�) 7 ® O \ II \� I SCOUR HOLE
L /! 2O F 24'
r
LEGEND
-S_ SEWER LINE
NOTES:
-W- WATER
LINE
RCP REINFORCED CONCRETE PIPE
1. SEE
DETAILS A, B & E, SHEET
C16 FOR TYPICAL ROAD DETAILS.
- D- RCP
+27 PROPOSED SPOT ELEVATION (GRADE
0
EVENLY BETWEEN SPOT ELEVATIONS)
2. SEE
DETAIL C, SHEET C16 FOR
NEW PAVEMENT SECTION.
SILT FENCE
c
SEDIMENT TRAP L 0
3. SEE
DETAIL D, SHEET C16 FOR
SIDEWALK CONSTRUCTION.
DROP INLET Ca Cl Ca 1
4. REVEGETATE
ALL DISTURBED AREAS
IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
® OUTLET PROTEC
�N�
ca ct
VALVE & VALVE Box A
ca cn
. DETAIL SHEET C16.
IL H, SHEET C17 FOR
5. SEE DETAIL
TYPICAL TRENCH SECTION, I
STILLWATER HARBOUR
G
LIMIT
�\ RI91T-*-W BNAOM
50' NEUSE RIVER ZX 2 RPAIN 00 N
RIPARIAN BUFFER Tz AREA NO INS&
D _ OM ffft 80 OF CMR
\\
Ell
II 1 ULF2 I 113.00 e, - ��� RNL \a' O
_ � 5
CF GRAVEL CONTROL
w +I / / D ENTIUNCL
Lj 00
GRAPHIC SCALE
100 0 50 100 200 400
A OVERALL SITE GRADING & EROSION CONTROL IN SCALE 1"=IOC 1 inch FEET
C4 C4 100 ft.
a
/ QUA
25LF 15' RCR 134LF le RCP
\ I ) FES
0) EEJE LAREEp VIEW, SHE46
8 7 7 \ -
7 '
O
PONDS MAINTENANCE PLAN:
LIMITS OF DISTURBANCE
21.87 ACRES ± (TOTAL)
SCOUR HOLE I I
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3, ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING
& CHECK DAMS WHEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE FOOT.
5. SEDIMENT SHALL BE REMOVED FROM THE STORMWATER
RETENTION POND UPON COMPLETION OF CONSTRUCTION
AND PRIOR TO FINAL PLANTING.
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. INSTALL STORMWATER RETENTION POND.
6. INSTALL & FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
7. INSTALL SITE IMPROVEMENTS
8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
DRAINAGE STRUCTURE SUMMARY
DS#
STATION
RIM
INVERT
REMARKS
1
2+00
13.5
11.4
CURB INLET
2
2+00
13.5
11.2
CURB INLET
3
0+53.61
12.9
10.7
CURB INLET
4
0+53.61
12.9
10.5
CURB INLET
5
7+80.75
13.0
10.0
CURB INLET
6
7+80.75
13.0
9.8
CURB INLET
7
5+50
14.0
11.2
CURB INLET
8
5+50
14.0
11.0
CURB INLET
9
-
14.5
9.1
DROP INLET
10
-
14.5
8.2
DROP INLET
11
-
14.0
9.6
DROP INLET
12
-
1 14.0
8.0
DROP INLET
13
4+81.91
8.6
5.3
CURB INLET
14
4+81.91
8.6
5.1
CURB INLET
15
8+30
5.9
3.9
CURB INLET
16
8+30
5.9
3.7
CURB INLET
17
1+53.70
6.0
4.3
CURB INLET
18
1+53.70
1 6.0
4.1
CURB INLET
PROJECT LAND DISTURBING LIMITS:
THE LAND DISTURBING LIMITS FOR THIS PROJECT SHALL BE AS
DELINEATED ON THIS SHEET. THE TOTAL DISTURBED AREA FOR THIS
PROJECT IS 21.87 ACRES.
NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
OTHEP 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.
APPROVED
NORTH CAROLINA ENVIRONMEN AL
MANAGEMENT COMMISSION
DIVISION OF WATER QUAL-
)ate. NbvLml6v�c71 0l-
-water Permit No.._sW 10-1 05F1
00 CD
i N Ln
F�1 p
Q
N J
(DO�
�.,_Q
0)U N
F`­I C O)
L1J =
1�•1 �
W °O X
Z a
E z ro
o Ld o
�► L m CD
�>��
W f�
wWz�
C _0 N
� N
Xw
o DO o
_
O 0-
a
O
E-+
O
�
W
�
H-1
0
O
O
rD
H
O
W
Q
O
0
W
O
E--
a
Z
�
O
C
4
06033.DWG

.m
PO C SC 735`c
50' NEUSE RIVE i I/
RIPARIAN BUFF[ t �/j \
30' ZONE i
20' ZONE 2
STAB 0 SHOREVIEW DD �kE
DK (Rl;�rr) SHOREVIEW DRIVE
50' R/W - 31' B/B I tee
/ MH9 249.38LF 8' PM§SEWER_�� MH a < I \
/ \ (5,`
00+
37B/B - - - - - - - I --- _---- ----
_-_--_--_- --------------- --- --- -- ----------
-
- --------
ENTRANCE
PROVIDE WATER -TIGHT MANHOLE COVERS
ON ALL MANHOLES LOCATED LOWER THAN
ELEVATION 10.0'
A PLAN - SHOREVIEW DRIVE
C5 C5 SCALE 1"=50'
TUM EL
-10.00
MANHOLE ID
RIM
INV. IN
IW. OUT
REMARKS
LIFT STATION
10.0
-1.0
6.50
-
MHj't
7.4
-0.05
-0.04
-
MH 2
0.16
0.15
-
MHJ3
0.86
0.85
-
MH 4
1.25
1.24
-
MH 5
1.92
1.91
-
MH 6
[7.4
2.25
2.24MH
7
3.35
3.34MH
8
3.81
3.80MH
9
4.82
481MH
10
5.90
5.89
-
MH 11
14.7
6.44
6.43
-
MH 12
7.40
7.39
-
ME113
8.29
8.28
-
MH 14
9.42
9.41
-
MH 15
9.73
9.72
-
MH 16
[13.0
10.09
10.08
-
MH 17
10.34
10.33
-
MH 18
10.64
10.63
-
MH 19
11.34
11.33
-
11 MH 20
11.92
-
MH 21
6.4
2.86
DRAINAGE STRUCTURE
SUMMARY
DSL
STATION
RIM
INVERT
REMARKS
1
2+00
13.5
11.4
CURB INLET
2
2+00
13.5
11.2
CURB INLET
3
0+53.61
12.9
10.7
CURB INLET
4
0+53.61
12.9
10.5
CURB INLET
5
7+80.75
13.0
10.0
CURB INLET
6
7+80.75
13.0
9.8
CURB INLET
7
5+50
14.0
CURB INLET
8
5+50
14.0
CURB INLET
9
-
14.5
DROP INLET
10
-
14.5
r8.2
DROP INLET
11
-
14.0
DROP INLET
12
-
14.0
DROP INLET
13
4+81.91
8.6
CURB INLET
14
4+81.91
8.6
.
CURB INLET
15
8+30
5.8
5.0
CURB INLET
i6
8+30
5.8
4.8
CURB INLET
17
1+53.70
&0
4.3
CURB INLET
18
'+53.70
6.0
m
CURB INLET
---- -
-5- 311"LR Una
NOTES:
-W- WATER LINE
RCP REINFORCED CONCRETE PIPE
1. SEE
DETAILS A, B & E, SHEET
C16 FOR TYPICAL ROAD DETAILS.
--D- RCP
+270 PROPOSED SPOT ELEVATION (GRADE
2. SEE
DETAIL C, SHEET C16 FOR
NEW PAVEMENT SECTION.
EVENLY BETWEEN SPOT ELEVATIONS)
3.SEE
DETAIL D, SHEET C16 FOR
SIDEWALK CONSTRUCTION.
SILT FENCE C
SEDIMENT TRAP L o
o cs
I
DROP INLET C5
1 cs
iy
4. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
® OUTLET PROTECTION H
H VALVE & VALVE BOX A
DETAIL M, SHEET C16.
c5
n
5. SEE
DETAIL H, SHEET C17 FOR
TYPICAL TRENCH SECTION.
cs
ct
® SCOUR HOLE
O PERMANENT 2" BLOWOFF B
CS t7
FIRE HYLRANT D
_ 1" SEWER SERVICE E
C5
Ct
6Yo
CS
17
CS
17
CHECK DAM
1" WATER SERVICE cs ct7
THRUST FLOCK E
S PRECAST MANHOLE G
® CS C1
C5 17
CS C17
1 I RELEASE FOR PERMITS I JKA I 1/15
NO.1 DESCRIPTION I BY I DATE
Revisions
LIT I JIAIIUN - LNLAKULU VILW
/ C3 C3
Vf
IR
SERVICE
�•81� �a � '�/ \ 111Y I
lw (1 %1 c illi I I I I \
�1 ) 90' ETBOW 3
A g Q, (1) THRUST BLOf]ONG I I \
Sm • \ _ - i'NEW 8' PVC MI I I \
WATER MAW I 1 l \ \
SSTA. 11+50'.r7'SHOREV IFIN DRIVE 1 pl 2�T�GaaNG
\ \ C/L CUL-DE-SAC ILII I \ \
WATER/SEWER CONFLICT LEGEND
NUMBER
NOTE
Qt
ROUTE NEW WATER MAIN BELOW NEW RCP. PROVIDE MIN. 24" VERTICAL SEPARATION
2Q
ROUTE NEW WATER MAIN ABOVE NEW SEWER MAIN, PROVIDE MIN. 18- VERTICAL SEPARATION
3�
ROUTE NEW' WATER MAIN ABOVE EDDSTING DRCH, PROVIDE MIN. 24- VERTICAL SEPARATION
NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER MAINS.
APPROVED
NORTH CAROLINA ENVIRONMENI3L
MANAGEMENT COMMISSION
l\
o
^
u
mm
100.00' VC
LOW POINT ELEV = 6.13
LOW POINT STA = 8+30.14 0
PVI STA = 8+10
PVI ELEV = 6.00 aO
v A.D. = 1.28
K=78.25 m
UIVISIUN Ur VVA ILK UUAu
Date VA6u4E%nSwV, p-1
`_2 Stormwater Permit %o 5w'16'10 Si--{
1;
14
NEW
6 SEW
I
FORCE
MA
N
12
-
Qnw
o
--
--
---
--
-
---
1
--
SEE
MLS.-SHEff-t
8
6
-_-
--
---
-
--
-_
--
---
\
_-
ITr-
r NIX
-
___
2
1 RGP
_
'�__,
FINISH
RADE
NEW 8R
o
1
FES
PVC
_
NEW 8
WA
MAIN
Z.)
4
2
0
---
--
-__
-
-
/
W
N
1Lt
iz
W
-2
-4
-6
-8
O
M O
Pj O
Pj O
- Ol
a0
O O
.- W
� !�
O !�
� M
O ^
� N
Oj !�
N a0
^
^ �
OJ ^
,,,� �
^
� m
r
d.
r ^
� r•J
a0 ^
� ^
•p
.- �
•O
� �
(�
M �
cD
� ^
[O
^ N
[D
O� W
tfJ M
� N
n
.'J
^
0+00 1+00
STA. 0+00 SHOREVIEW DRIVE
STA. 0+00 SHOREVIEW DRIVE
C/L MH #9
B PROFILE - SHOREVIEW DRIVE
C5 C5 HOR, SCALE 1"=50'
VERT. SCALE 1"=5'
2+00
C/L MH J8
STA 2+50
3+00
4+00
STA, 3+24.90 SHOREVIEW DRIVE
STA. 0+00 ALLEY ONE
C/L MH #7
STA 3+65.40
5+00 6+00 7+00 8+00
C/L MH #6 C/L MH #5 STA. 7+18.27 SHOREVIEW DRIVE
STA 6+35 STA 7+12.27 STA. 0+00 COVDdRY COURT
9+00
10+00
11+00
12+00 13+00
C/L MH #4
C/L MH #3
C/L MH #2
LSTA.
11+50.67 SHOREVIEW DRIVE
STA 8+75
STA 9+66.80
STA 11+37.93
C/L
CUL-DE-SAC
C/L MH #1
STA. 11 +66.43
14+00
14
12
-10
8
6
4
2
0
-2
-4
-6
-8
15+00
CrJ
co
O (2
Cc OE "
Q
0 E­
� W
aOoQ�Q
c0
1n
00 0
P1 N CD
Z
Z_ r7
�J J
� O Lo
<
Q N
I� c Ln
V W Z
CC X
W °o
w QZ�
Z DO
m O
W W M
W Z CO
CD N
V1 Lc)
N
(� X i
m o
_
O n_
W
W Z �
O W
ti r
O
�ZO C()
E-I�Z _4
Q 4-1
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06033.DWG

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A PLAN - SIIOREVIEW DRIVE
C6 C6 SCALE 1"=50'
i
(2) 12• RCP
=F 24' I 1 I \ \ / / I I / - \ \ - - - --
-
STA. 8+52.48 SHOREVIE DRIVE ep
STA. O+00iHIGHWO LAN
M t33. \� L_
�\ J -'L 1t I I\\
�-
s26LF 18
so oR�� W DR/V I I--�\
In
I
I I I I �1 / i MH �12 / Zi7.47V• 8• / I I I NV2 1 \ \
WATER MAIN
jI I I 228LE 15" RCP
)(210LF 2r RCP \1 20' ZONE 2FES
,(
�--
will
------
L
-
WATER/SFWFR CONFLICT LEGEND
NUMBER
NOTE
1Q
ROUTE NEW WATER MAW BELOW NEW RCP, PROVIDE YIN. 24' VOWA SEPARATION
ROUTE NEW WATER MAW ABOVE NEW SEWER MAIN, PROVIDE WN. 18' VERTICAL SEPARATION
NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER do SEWER MAINS.
DRAINAGE STRUCTURE
SUMMARY
DS#
STATION
RIM
INVERT
REMARKS
1
2+00
13.5
11.4
CURB INLET
2
2+00
13.5
11.2
CURB INLET
3
0+53.61
12.9
10.7
CURB INLET
4
0+53.61
12.9
10.5
CURB INLET
5
7+80.75
13.0
10.0
CURB INLET
6
7+80.75
13.0
9.8
CURB INLET
7
5+50
14.0
11.2
CURB INLET
8
5+50
14.0
11.0
CURB INLET
9
-
14.5
9.1
DROP INLET
10
-
14.5
8.2
DROP INLET
11
-
14.0
9.6
DROP INLET
12
-
14.0
8.0
DROP INLET
13
4+81.91
8.6
5.3
CURB INLET
14
4+81.91
8.6
5.1
CURB INLET
15
8+30
1 .8
1 5.0
CURB INLET
16
8+30
1 5.8
1 4.8
CURB INLET
17
1+53.70
6.0
4.3
CURB INLET
18
i+53.70
6.0
4.1
CURB INLET
B PROFILE - SHOREVIEW DRIVE
C6 C6 HOR. SCALE 1"=50'
VERT. SCALE 1"=5'
20
18
16
14
n
112
M
C
d
50' NEUSE RIVER
RIPARIAN BUFFER
30' ZONE
STA.
\ >1' STA.
�oaaii7 0 1'YC 0 0.4
+1
F
150.00' VC
HIGH POINT ELEV = 15.29
HIGH POINT STA = 2+77.52
PVI STA = 2+50
PVI ELEV = 15.50 +
u; A.D. = -1.31 &1 w
� K= 114.42 min�
LEGEND
-S- SEWER LINE
-W- WATER LINE
RCP REINFORCED CONCRETE PIPE
- D- RCP
+27 0 PROPOSED SPOT ELEVATION (GRADE
EVENLY BETWEEN SPOT ELEVATIONS)
SILT FENCE c
SEDIMENT TRAP
cs 1DROP
INLET ce c1 csOct
® OUTLET PROTECTION H
N VALVE & VALVE BOX A
Q
C6 1
CI7
® SCOUR HOLE
O PERMANENT 2" BLOWOFF B
C6 C1
C6 Ci7
1" WATER SERVICE C
® CHECK DAM d
C6 1
C6 17
III■������■_■■■I■■■■�■�■■■1
�■■■■II■■■■■■■■■■■�
8+00 7+00
C/L MH #13 1 STA. 8+52.48 SHOREVIEW DRIVE
STA 8+62.75 C/L CUL-DE-!SAC
STA. 0+00 HIGHWOOD LANE
I
6+00
C/L MH #12
STA. 6+39.52
5+00
4+00 3+00
CA MH #11
STA 4+03.08
PIQ
I
14
12
To-
6
4
DATUM ELEV
0.00
I T RELEASE FOR PERMITS IJKA 1/1
NO.1 DESCRIPTION I BY I DATE
Revisions
NOTES.
1. SEE DETAILS A, B & E, SHEET C16 FOR TYPICAL ROAD DETAILS,
2. SEE DETAIL C, SHEET Cl6 FOR NEW PAVEMENT SECTION.
3. SEE DETAIL D, SHEET C16 FOR SIDEWALK CONSTRUCTION.
4.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL M, SHEET C16.
5.SEE DETAIL IT, SHEET C17 FOR TYPICAL TRENCH SECTION.
` FIRE HYDRANT 0 it__- 1" SEWER SERVICE F
by0 C6 C17 C6 CI7
► THRUST BLOCK E Is PRECAST MANHOLE c
C6 C17 C6 C17
MANHOLE 0
RIM
INV. IN
INV. OUT
REMARKS
LIFT STATION
10.0
-1.0
6.50
-
MH#1
7.4
-0.05
-0.04
-
MH 2
Zt
0.16
0.15
-
MH#3
6.4
0.86
0.85
-
MH 4
6.1
1.25
1.24
-
MH 5
6.8
1.92
1.91
-
MH 6
7.4
2.25
2.24
-
MH 7
10.0
3.35
3.34
-
MH 8
11.0
3.81
3.80
-
MH
9
13.3
4.82
1 4.81
-
MH
10
15.2
5.90
5.89
-
MH
11
14.7
6.44
6.43
-
MH
12
13.8
7.40
7.39
-
MH
13
13.0
8.29
8.28
-
MH
14
13.9
9.42
9.41
-
MH
15
14.2
9.73
9.72
-
MH
16
14.7
10.09
10.08
-
MH
17
15.0
10.34
MH
18
15.3
10.64
10.63
-
MH
19
15.9
11.34 1
11.33
-
MH
20
17.5
-
11.92
-
MH
21
6.4
-
2.86
-
PROVIDE WATER -TIGHT MANHOLE COVERS
ON ALL MANHOLES LOCATED LOWER THAN
ELEVATION 10.0'
2+00 1+00 0+00
C/L MH #10 STA. 0+00 SHOREVIEW DRIVE (LEFT)
STA. 2+70 STA. 0+00 SHORFIIEW DRIVE (RIGHT)
C/L MH #9
APPROVED
NORTH CAROLINA ENVIRONMEN' i
MANAGEMENT COMMISSION
DIVISION OF WATER QUALIT'
Date t4c, 3El2 a)
0 7470SA-7
m
oq
of �
oQ
.-w
E,
aT�r� Q
00 0
1 N U-)
F�1 13) p
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r h - z M
�J 0 f
� CD
-
CT Q N
�
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z co
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06033.DWG
+.7, '7-

7+18.27
� o
w.o
� L
cofn
&LANC COVENTRY LANECAL1"=50'
DATUM EL.
- 5.00
W_M-_JA0
I I RELEASE FOR PERMITS I JKA 1/15
NO.1 DESCRIPTION I BY I DATE
Revisions
/VI
✓1 1\
II�IIII\� �\ Y111 15! I
11 1\I1\ 11 \
1'\�
IIIIIII 3 1�� _---
I // JO_---
/fill,, h/ 1
961f 18' RCP
\\ 1 1 \\IIII _lllgl��r� / STA 0+00 HI
(1) 45' ELBOW / / {ZZ \�\\\\ \ \\\ 20' ZONF� / \ \ \ \ \ / / ,TA. 8+52.48
(1) THRUST BLOCKING ; \� i / _ ` \ _ - - - -' 1 \\\ ��\\ ' 30ON 1
fr _ \_- \ 7� ___ \\ \ �PV
�( �l i • i 4\ 50'NE ;E IVER
\ // SEWEIi�°,4x \ -\\ \ i + +< RIPARU B1 FER
f �- 4 . �\tr� =
\ NEW!}•\PVC \ \ \ \ �- �R I C IUR OL \ ��f� v
WATER MAIN \ / C \ \ \ \ + mac +\ \ - / - - 'Jb 'G W I lit
\ 3 \
\0)1 \\\ ��� \ C7 C1 ' ») ^?+•. - - i'ieEr Iasi
i \
(1) 90\ LBOW-�MHJ19 rr /' I II\I I\\\ /
(1) THRUST BLVONG / // I I, jI , / 1 \+ '/77^Oi r� �i M 14
IIII�II I �1 > %� +!/�_/� j� k NEW 8' PVC /�
\\�7+67.31 HIGHW� __-- \ \I IR1 IE 4-R\\\ +' >' \\\\ \1/ \° -' 2�teEr24• WATER MAIN /
\ C/L CUL-D�
bur 24' RCP
IJ it/ +�> + �� T\ 3j ! / Hof 2 OUTLET STRUCTURE
62LY f1EC ATIVE STONE RE\TA1 II
ALL TO O�WAL\ ELEVAB 1 F 1 101 I I I1 O
_EGEND
-S- SEWER LINE NOTES:
�W- WATER LINE RCP REINFORCED CONCRETE PIPE
1. SEE DETAILS A, B & E, SHEET C16 FOR TY CAL ROAD DETAILS.
-p- RCP +270 PROPOSED SPOT ELEVATION (GRADE 2. SEE DETAIL C, SHEET C16 FOR NEW PAVEMI 1T SECTION. \ /'/ -/'� //'����' `�\ \� g fF1 17
EVENLY BETWEEN SPOT ELEVATIONS) \� �7 //� { 1 \ \
SILT FENCE C SEDIMENT TRAP L o 3.SEE DETAIL D, SHEET C16 FOR SIDEWALK C 'JSTRUCTION. _ _ / ' . -/
r _ / / / / I - d NEW 18 PVC
c7c1 ✓ DROP INLET c7 1 c7 i 4.REVEGETATE ALL DISTURBED AREAS IN ACC ;DANCE \_ \ �� - 7Z�� -\ WATER -MAIN -_
WITH THE PROJECT VEGETATION PLAN, SEE / -------------- - ______
\0/ / - - --
vALVE & VALVE Box A DETAIL M, SHEET C16. �3 _\-�'LCr ���� /� 1� ,i'� __-------- _-_-------
OUTLET PROTECTION IcFaH H C7 t7 ---__ \)// 1 -----
c7c1 5.SEE DETAIL H, SHEET C17 FOR TYPICAL TRI .CH SECTION. � I ---------------
------__ _-_-_-__ - �_------ DRIVE
® SCOUR HOLE O PERMANENT 2" BLOWOFF B FIRE HYDRANT D 1" .EWER SERVICE F '/ / - _ y Y U C CAS c PNA F N T
C7 Cl C7 17 yYa CI C17 C7 17
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ISAST MANHOLE 0
- C7 f7
'7
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B PROFILE - COVENTRY LANE
C7 C7 HOR. SCALE 1"=50'
VERT. SCALE 1"=5'
i
11
64
2r END Or / 63
LINE BLOW -OFF
1
8
6
4
2
0
C PLAN - HIGHWOOD LANE
C7 C7 SCALE 1"=50'
DRAINAGE STRUCTURE
SUMMARY
STATION
RIM
INVERT
REMARKS
_LSL
1
2+00
13.5
11.4
CURB INLET
2
2+00
13.5
11.2
CURB INLET
3
0+53.61
12.9
10.7
CURB INLET
4
0+53.61
12.9
10.5
CURB INLET
5
7+80.75
13.0
10.0
CURB INLET
6
7+80.75
13.0
9.8
CURB INLET
7
1 5+50
14.0
11.2
CURB INLET
8
5+50
14.0
11.0
CURB INLET
9
-
14.5
9.1
DROP INLET
10
-
14.5
8.2
DROP INLET
11
-
14.0
9.6
DROP INLET
12
-
14.0
8.0
DROP INLET
13
4+81.91
&6
5.3
CURB INLET
14
4+81.91
8.6
5.1
CURB INLET
15
8+30
5.8
5.0
CURB INLET
16
8+30
5.8
4.8
CURB INLET
17
1+53.70
6.0
4.3
CURB INLET
18
1+53.70
1 6.0
4.1
CURB INLET
WATER/SEWER CONFLICT LEGEND
NUMBER
NOTE
1Q
ROUTE NEW WATER MAIN BELOW NEW RCP. PROVIDE MIN. 24' VERTICAL SEPARATION
t'J
ROUTE NEW WATER WW ABOVE NEW SEWER MAW, PROVIDE MIN. 18- VERTICAL SEPARATION
NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER do SEWER MAINS.
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C/L MH #19
STA 7+47.31
D PROFI - HIGHWOOD LANE
C7 C7 HOR. ALE 1"=50'
VERT. ,CALE 1"=5'
6+00 5+00 4+00
C/L MH J18 C/L MH #17 1 C/L MH J16
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3+00 2+00
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STA 3+50 STA 2+80
FORM INNER RADIUS CURB GUTTER
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MANHOLE ID
RIM
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IN'J OUT
ci 50
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10.0
-
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7.4
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_ _
_ 0.04
-
MH2
7.i
016
086
_ 0.15
Oi
-
MH 3
6.4
-
MH 4
6.1
1.25_
1.24
-
MH 5
6.8
1.92
_
1.91
-
MH 6
7.4
2.25.-_.
24
MH17
10.0
3.35
5 34
MH18
11.0
3.81
_
380
-
M119
13.3
4.82
4.81
1589-
-
MH 10
15.2
5.90_
-
MH 11
14.7
6.44 _
_ _G 43
MH 12
13.8
7.40 _
7S9
-
MH 13
13.0
8.29
_
n.28
-
MH 14
13.9
9.42
341
-
MH 15
14.2
9.73
_ 9.72
-
MH 16
14.7
10.09
10.08
10.33
1u:63
-
MH 17
15.0
10.34
-
MH 18 1
15.3 1
10.64 _
_MYj9j
15.9
L 11.34
_ 11.33
MH 20
17.5
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6.4
; 86
20 PROVIDE WATER -TIGHT MANHOLE COVERS
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16
14
12
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F
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1 OUTLET STRUCTURE
C8 C8 NOT TO SCALE
12• RCP
PORTABLE PUMP TO BE USED
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40 C�
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8 +�00� _ 15• RCP
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PROVIDE PLANTINGS SPECIFIED AROUND
FULL POND PERIMETER (10 FOOT STRIP)
1
RELEASE FOR PERMITS
JKA
1/15/07
2
NCDENR COMMENTS
JKA
8/22/07
3
NCDENR COMMENTS
JKA
11/14/07
NO.
DESCRIPTION
BY
DATE
Revisions
LEGEND
-S- SEWER LINE
NOTES:
-W- WATER LINE
RCP REINFORCED CONCRETE PIPE
1. SEE
DETAILS A, B & E, SHEET
C16 FOR TYPICAL ROAD DETAILS.
-D- RCP
F27 0 PROPOSED SPOT ELEVATION (GRADE
EVENLY BETWEEN SPOT ELEVATIONS)
2. SEE
DETAIL C, SHEET C16 FOR
NEW PAVEMENT SECTION.
SILT FENCE C ,I
SEDIMENT TRAP o
3. SEE
DETAIL D, SHEET C16 FOR
SIDEWALK CONSTRUCTION.
ca
clI
t J DROP INLET ca
c1 Ca
c1
4. REVEGETATE
ALL DISTURBED AREAS
IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
® OUTLET PROTECTION H
VALVE & VALVE Box A
DETAIL M, SHEET C16.
ca
C1c)
ca
cn
5. SEE
DETAIL H, SHEET C17 FOR
TYPICAL TRENCH SECTION.
® SCOUR HOLE
O PERMANENT 2" BLOWOFF B
C8 C17
FIRE HYDRANT D
1" SEWER SERVICE E
C8
C16
yvo
C8
C17
C8
C17
® CHECK DAM C8JC16�
~- 1 W.fER SERVICE CB C17
THRUST BLOCK E
S PRECAST MANHOLE C
O C8 C11
C8
C17
DRAINAGE STRUCTURE
SUMMARY
DS
STATION
RIM
INVERT
REMARKS
1
2+00
13.5
11.4
CURB INLET
2
2+00
13.5
11.2
CURB INLET
3
0+53.61
12.9
10.7
CURB INLET
4
0+53.61
12.9
10.5
CURB INLET
5
7+80.75
13.0
10.0
CURB INLET
6
7+80.75
13.0
9.8
CURB INLET
7
5+50
14.0
11.2
CURB INLET
8
5+50
14.0
11.0
CURB INLET
9
-
14.5
9.1
DROP INLET
10
-
14.5
8.2
DROP INLET
11
-
14.0
9.6
DROP INLET
12
-
14.0
8.4
DROP INLET
13
4+81.91
8.6
5.3
CURB INLET
14
4+81.91
8.6
5.1
CURB INLET
15
8+30
5.8
5.0
CURB INLET
16
8+30
5.8
4.8
CURB INLET
17
1+53.70
E0
C3
CURB INLET
18
1+53.70
6.0
4.1
CURB INLET
SURFACE AREA @ PERMANENT POOL = 12,188 SF
)RED SURFACE AREA @ TEMPORARY POOL = 15,250 SF
ELE ATION=10.5' SAFETY LEDGE
LF 24" CMP OUTLET PIPE 10' - -TEMPORARY POOL ELEV TION = 1 L5'
ELEVATION=9 5'
1 � - - - - - - - - - - - - - -ELEVATION=9.0'��� PERMANENT P(1(ll FI F'IATI(1N = 1(1 0' c7
J 10
FOREBAY ELEVATION- 1.0' 1
10, 2 2
PRO\ DE 4.5' DIA. ANTI -SEEP
�COLL FRS CONTINUOUSLY
62 L_ 24" CMP OUTLET PIPE WELL D TO BARREL
® 2( O.C.
PERIMETER SHELF PLANTING LIST
SCIENTIFIC NAME
COMMON NAME
SIZE
IRIS VIRGINICA
BLUE FLAG IRIS
LARGE PLUG
PELTANDRA VIRGINICA
ARROW ARUM
LARGE PLUG
SAGITTARIA LANCIFOLIA
BULLTONGUE
LARGE PLUG
SAGITTARIA LATIFOLIA
DUCK POTATO
LARGE PLUG
SPARGANIUM AMERICANUM
BUR-REOD
LARGE PLUG
ZIZANIOPSIS MILIACEA
WATER MILLET
LARGE PLUG
PROVIDE A MINIMUM OF 3 OF THE ABOVE LISTED SPECIES IN EQUAL NUMBERS.
SPECIES EVENLY
INSTALL PLANTS AT 18' OC IN ALL DIRECTIONS. DISTRIBUTE
3 REFERENCE: COASTAL PLAIN CGNSERVATION NURSERY, INC.
1� 3067 COMMERCE DRIVE
EDENTON, NC 27G32
°p
[phone]
2 STORMWATER DETENTION POND CROSS-SECTION
D C8 CONOT TO SCALE
3' WOE x 18" THICK CONCRETE
ANCHORAGE FOR PIPE
S-CTION
OUTLET STRUCTURE ELEVATION CHART
A
B
C
D
E
F
0;'IFICE (�)
POND 1
13 0'
11.5'
10.(1'
9.0'
9.0'
7.0'
2"
B iTTOM ELEVATION= 1.0
APPROVED
NORTH CAROLINA ENVIRONMEN' 4L
MANAGEMENT COMMISSION
DIVISION OF WATER OUALI`
Date �OU6M$6K � o'T
Stomiwater Permit No._ SW 7o"j051i
SAFETY LEDGE
ELEVATION=9_5'
J 1 10
2 10'
ELEVATION=10.5'
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A ENLARGED VIEW - STORMWATER RETENTION POND 2
C9 C9 SCALE 1"=30'
r
- - _ _ - -
L_ J
Jk BASIN BENCHMARK = 6.50'_�TOP OF STRUCTURE)
TOP OF RISER/CREST = A /
TOP OF WEIR = B
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INVERT ORIFICE = C (PERMENANT POOL ELFV)-__-
INLET PIPE = E i
HARDWARE CLOTH AND
STAINLESS STEEL STRAP
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CONCRETE SLAB. PLACE CONCRIIF
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1 OUTLET STRUCTURE
C9 C9 NOT TO SCALE
ImwA\I
TRASH SCREEN
#5 REBAR 0 4" O.C. E.W.
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STRAPS 24" O.C. ANCHORED
IN CONCRETE 12" MIN.
1' _I (TYPICAL OF 4)
6" DIA. INLET PIPE
CONTINUOUSLY WELDED
TO RISER .
d
f fl
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d' ' P
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e
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N
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PROVIDE FIRM AND STABLE
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24' CMP OUTLET PIPE
LF 24" CMP OUTLET PIPE
u I,
Q P
Q P.
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3' WIDE x 18" THICK CONCRETE
ANCHORAGE FOR PIPE
SECTION
/
/vl/
/
/
/
PORTABLE PUMP TO BE USED '
TO EMPTY POND FOR MAINT WMCE
'
1
/
I
'
/
I
/ /
PROVIDE PLANTINGS SPECIFIED AROUND
FULL POND PERIMETER (10 F001 STRIP)
ELEVATION=4.5' SAFETY LEDGE
i L ELEVATION=3.5'
3
10 1�
10' 2
PROVIDE 4.5' DIA. ANTI -SEEP
COLLARS CONTINUOUSLY
WELDED TO BARREL
20' O.C.
OUTLET STRUCTURE ELEVATION CHART
A
I B
C
D
E
IF
ORIFICE (0)
POND 2
6.5'
5.1'
4.0.,1
3.0'
1 3.0'
1 1.0'
1 2.5"
PERIMETER SHELF PLANTING LIST
LEGEND -S_ SEWER LIU
-W- WATER LINE RCP REINFORCED C(f;CRETE PIPE
-D- RCP +27 0 PROPOSED SPOT I ! VATION (GRADE
EVENLY BETWEEN I'OT ELEVATIONS)
SILT FENCE G SEDIMENT TRAI L 0
C9 Ct DROP INLE. C9 C1 Cs C1
® OUTLET PROTECTION H N VALVE & VA N BOX A
C9 C1 Cs C17
SCOUR HOLE O PERMANENT BLOWOUT e
C9 i C9 C17
® CHECK DAM I" WATER
C9 C17
cs ct
1 RELEASE FOR PERMITS
_2 NCDENR COMMENTS
3 NCDENR COMMENTS
NO. DESCRIPTION
NOTES:
1. SEE
DETAILS A, B & E, SHEET
C16 FOR TYPICAL ROAD DETAILS.
2. SEE
DETAIL C, SHEET C16 FOR
NEW PAVEMENT SECTION.
3. SEE
DETAIL D, SHEET C16 FOR
SIDEWALK CONSTRUCTION.
4.REVEGETATE
ALL DISTURBED AREAS
IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
DETAIL M, SHEET C16.
5.SEE
DETAIL IT, SHEET C17 FOR
TYPICAL TRENCH SECTION.
W
FIRE HYDRANT D
_ 1" SEWER SERVICE
����
MY
C9
C17
C9 C17
THRUST BLOCK E
S PRECAST MANHOLE
�
G
cs c17
cs cn
DRi,4AGE STRUCTURE
SUMMARY
DS#
ATION
RIM
INVERT
REMARKS
1
+00
13.5
1 L4
CURB INLET
2
+00
13.5
11.2
CURB INLET
3
53.61
12.9
10J
CURB INLET
4
53.61
12.9
10.5
CURB INLET
5
30.75
13.0
10.0
CURB INLET
6
30.75
13.0
9.8
CURB INLET
7
+50
14.0
1 11.2
CURB INLET
8
+50
14.0
11.0
CURB INLET
9
-
14.5
9.1
DROP INLET
10
-
14.5
K2
DROP INLET
11
-
14.0
9.6
DROP INLET
12
-
IkO
8.4
DROP INLET
13
81.91
8.6
5.3
CURB INLET
14
81.91
8.6
5.1
CURB INLET
15
+30
5.8
5.0
CURB INLET
16
+30
5.8
4.8
CURB INLET
17
53.70
6.0
4.3
CURB INLET
18
- 53.70
6.0
4.1
CURB INLET
SURFACE AREA @ PERMANENT POOL = 21,031 SF
SURFACE AREA @ TEMPORARY POOL = 25,203 SF
TEMPORARY POOL ELF TION
- ELEVATION-3.0' � - PERMANENT POOL EL 'ATION 4.0 \7
SCIENTIFIC NAME
COMMON NAME
SIZE
IRIS VIRGINICA
BLUE FLAG IRIS
LARGE PLUG
PELTANDRA VIRGINICA
ARROW ARUM
LARGE PLUG
SAGITTARIA LANCIFOLIA
BULLTONGUE
LARGE PLUG
SAGITTARIA LATIFOLIA
DUCK POTATO
LARGE PLUG
SPARGANIUM AMERICANUM
BUR-REOD
LARGE PLUG
ZIZANIOPSIS MILIACEA
WATER MILLET
LARGE PLUG
PROVIDE A MINIMUM OF 3 OF THE ABOVE LISTED SPECIES IN EQUAL NUMBERS.
INSTALL PLANTS AT 180 OC IN ALL DIRECTIONS. DISTRIBUTE SPECIES EVENLY
REFERENCE: COASTAL PLAIN CONSFI'VATION NURSERY, INC.
3067 COMMERCE DRIVE
EDENTON, NC 27932
[phone]
STORMWATER DETENTION POND CROSS-SECTION
TO SCALE
1�
2
POND 6 ITOM ELEVATION -
Revisions
JKA 1/15/07
JKA 8/22/07
JKA 11/14/07
BY DATE
SAFETY LEDGE ELEVATION=4.5
ELEVATION=3_5'
3
10
�1
2 0'
APPROVED
NORTH CAROL INA ENVIRONMENM" AL
MANAGEMENT COMMISSION'
DIVISION OF WATER OUAL1
DateiA%v tSj Y .11
0'1
"t�m�water Permit No. Su �o7°S7.i
co
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CD
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2 ADDED POND #3 EA 10/31/01
3 DWQ COMMENTS lvA 11 14 0;
NO. DESCRIPTION EY DATE
Revisions
_-1 /�� J� ___ /-------------- LL:
_--------_---.----------------- _-----c--------------------.----_.----------__ / _ ____ ___ ___ ____
_ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
--------------- --- —__— — — — — — a — — — — — — -----------------------------------------------------------/-----— — — — — — — — — — — — — — — — — -------------------_ /1
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--- 15R --- RCVS15R 5R _____- - 1___
/
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----
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lu
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10.0
ASPHALT ' \ I / I, +Z0
` ASPHALT / j /^\ I
\ I____. z I ASPHALT t
-_CDO ASPHALT I oo
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ASPHALT
/ ------ �---------------� ------- - - - - - - - - - - — o o%,' I \
o- S8313bE
'��,99�,
------------------- \ 192.
/ ASPHALT ,, ` \\ / 6' HIGH VINYL -COATED CHAIN LINK FENCE
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It
sS 2 \
- 7& 1 1�
A BOAT TORAGE YARD PI AN _ _ 1• l"'/
I / \ 51 GRASS SWALE
C4 C10 SCALE] 1"-20' /
� k /
ELEVATION=4.5'
1\
PROVIDE PLANTINGS SPECIFIED AROUND
FULL POND PERIMETER (10 FOOT STRIP)
TY LEDGE
ELEVATION=3.5'_
1 L_
10
1 L FORE
--10 2
PERIMETER SHELF PLANTING LIST
SCIENTIFIC NAME
COMMON NAME
SIZE
_
IRIS VIRGINICA
BLUE FLAG IRIS
LARGE PLUG
PFI.TANDRA VIRGINICA
ARROW ARUM
LARGE PLUG
;AGITTANA LANCIFOLIA
BULLTONGUE
LARGE PLUG
4.AGITTARIA LATIFOLIA
DUCK POTATO
LARGE PLUG
SPARGANIUM AMERICANUM
BUR-REOD
LARGE PLUG
%IZANIOPSIS MILIACEA
WATER MILLET
LARGE PLUG
PROVIDE A MOM OF 3 OF THE ABOVE LBO SPEW NIAMMI
INSTALL PLAIDS AT18' OC INPo& ALL OWECW& DISTIIENS M EIMLY
REFERENCE: COASTAL PLAIN CONSERVATION NURSERY, INC.
3067 COMMERCE DRIVE
EDENTON, NC 27932
[phone]
�STORMWATER DETENTION POND CROSS—SECTION
NOT TO SCALE
SURFACE AREA @ PERMANENT POOL = 3,270 SF
SURFACE AREA @ TEMPORARY POOL = 5,329 SF
5'
TEMPORARY POOL ELEVATION = 5.0'-\
- ELEVATION=3.0' -� — — — — PERMANEE T POOE ELEVATPON 4.0
1 i 1 E POND BOTTOM ELEVATION=
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ACTIVITIES C10 C10 NOT TO SCALE
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BASIN 8E4CHMARK - 5.50• (TOP OF STRUCTURE) N CONCRETE 12" MIN, 20 LF 18' CMP OUTLET PIPE WELDED TO BARREL
1 TOP OF RISER/CREST = A ��� t I� (TYPICAL OF 4) ®20' O.C.
3 TOP OF WEIR = B �'� -�� 2.
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LEGEND —S— SEWER UNE NOTES: i RELEASE FOR PERMITS JKA 1 15 07
—W— WATER LINE RCP REINFORCED CONCRETE PIPE 1.SEE DETAILS A, B & E, SHEET C17 FOR TYPICAL ROAD DETAILS.
—D— STORM DRAIN +270 PROPOSED SPOT ELEVATION (GRADE EVENLY BETWEEN SPOT ELEVATIONS) 2. SEE DETAIL C, SHEET C17 FOR NEW PAVEMENT SECTION.
SILT FENCE G SEDIMENT TRAP L 0 3.SEE DETAIL Of SHEET C17 FOR SIDEWALK CONSTRUCTION. NO. DESCRIPTION BY DATE
ct ctT O DROP INLET ct cv ct c1 4.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE Revisions
OUTLET PROTECTION N VALVE & VALVE BOR A DETAIL M, SHEET C17.
c1 cn c1 I 5.SEE DETAIL H, SHEET C18 FOR TYPICAL TRENCH SECTION.
�••� GRASS SWALE i O PERMANENT 2" BLOWOFF 9 FIRE HYDRANT 0 1" SEWER SERVICE
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UTILITY BORE F ® CHECK DAM CiK 77 �- 1" WATER SERVICE CIC t , THRUST BLOCK CtL t O PRECAST MANHOLE CIC t
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BELOW EXISTING 6" FORCE
ENLARGED VIEW, THIS Ci l C19 NEW 6" FORCE MAIN gENEW 6" FORCE MAIN
NEW 6" FORCE MAIN MAIN - PROVIDE AIR RELEASE VALVEAREA EXISTING 6" FORCE MAIN EXISTING 8" LOCATED 17f OFF ROAD EXISTING 8" LOCATED 17f OFF ROAD
LOCATED 17f OFF ROAD TO SPRAY FIELD MINIMUM 24" BURY WATER MAINCENTERLINE STATION 5+00 CWATER MAIN CENTERLINE
CENTERLINE
00 4+00 3+00 2+00 1+ 0+00 1+00 2+00 �p { � ��p 3+0�0 }(�� 4+00 5+00 6+00 1+00 8+00
- - - -�-- - - - - + I- - DftM�E� UALLK KUAD-KJ� I T— - f- - + I- + - - - - T - -
ASPHALT EXISTING CRAVEN COUNTY 12" WATER
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I NEW 8" VC WATER MAIN TO REMAIN NEW 8" PVC WATER Z 3 , / MAIN LOCATED 22f NEW . PVC WATER ASPHALT
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DUCTILE IRON ROUTE NEW WATER MAIN
BELOW EXISTING WATER
MAIN - PROVIDE
MINIMUM 24" BURY
B PROFILE - BRICE'S CREEK ROAD
STA. LE R JE S C 00 ROUTE NEW WATER MAIN
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EXISTING 8" LOCATED 17t OFF ROAD \ \ \ LOCATED 17f OFF ROAD NORTH CARouNA BNVIRONMFN" aL
- V IX�� CENTERLINE MANAGEMENT COMMISSION
WATER MAIN CENTERLINE - f DIVISION OF WATER OUAu
� i50LF SILT FENCE
— � Date �'iou£1n4fK'�-I _ 07
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(2) 24' RCPs - PROVIDE
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GRAVEL EXISTING CRAVEN COUNTY 12" WATER \ 1��� "' 3100 \ S� -
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SCALE 1"=50'
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EXISTING CRAVEN COUNTY 12" WATER
MAIN TO REMAIN
LEGEND —S— SEWER LINE
NOTES:
—W— WATER LINE RCP REINFORCED CONCRETE PIPE 1. SEE DETAILS A, B & E, SHEET C17 FOR TYPICAL ROAD DETAILS.
— D— STORM DRAIN +27 D PROPOSED SPOT ELEVATION (GRADE EVENLY BETWEEN SPOT ELEVATIONS) 2. SEE DETAIL C, SHEET C17 FOR NEW PAVEMENT SECTION.
SILT FENCE C SEDIMENT TRM L o 3. SEE DETAIL D, SHEET C17 FOR SIDEWALK CONSTRUCTION.
cI n DROP INLET c1 1i C1 n 4.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
OUTLET PROTECTION H H VALVE & VALVE BOX A DETAIL M, SHEET C17.
C1 IY cI 1 5.SEE DETAIL H. SHEET C18 FOR TYPICAL TRENCH SECTION.
GRASS SWALE PERMANENT 2' BLOWOFF B
SLOPE AS NDICATED c1 Icn O C1 C1 FIRE HYDRANT C1 D 1 F 1' SEWER SERVICE 4
1
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LOCATED 17± OFF ROAD DRIVE EXISTING 8" CENTERLINE WATER MAIN
CENTERLINE WATER MAIN
—_— — — — — — — — — — — — — _
— — — — — — — — — — — — — — — — — — — — — — — — — — —
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 1: 22+00
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MAIN LOCATED 22f EXISTING CRAVEN COUNTY 8" WATER
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GRAVEL GRAVEL MAIN LOCATED 22f MAIN TO REMAIN
DRIVE DRIVE OFF ROAD CENTERLINE
MAIN
NO. IDESCRIPTION I BY DATE
Revisions
F
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ROUTE NEW WATER MAIN
BELOW EXISTING WATER
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-00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
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24+00 25+00 26+00
D PROFILE - KELSO WILLIAMS ROAD
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27+00
28+00
30+00
P -
5
EXISTING 6" WATER
MAIN TO REMAIN
1 2 I 1
29+00 30+00
PERMITS
N0. DESCRIPTION I BY I DATE
Revisions
E
LEGEND
— S — SEWER LINE
NOTES:
—W— WATER LINE
RCP REINFORCED CONCRETE PIPE
1. SEE DETAILS A, B & E. SHEET C17 FOR TYPICAL ROAD DETAILS.
—D— STORM DRAIN
+270 PROPOSED SPOT ELEVATION (GRADE
EVENLY BETWEEN SPOT ELEVATIONS)
2. SEE DETAIL C, SHEET C17 FOR NEW PAVEMENT SECTION.
SILT FENCE c
SEDIMENT TRAP o
3. SEE DETAIL D, SHEET C17 FOR SIDEWALK CONSTRUCTION
c1 cn
DROP INLET cl r cl n
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DETAIL M, SHEET C17.
cl n
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MAIN TO REMAIN
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MAIN LOCATED 22±
OFF ROAD CENTERLINE
1
31+00
32+00
33+00
34+00
35
APPROVED
NORTH CAROLINA ENVIRONMEN AL
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DIVISION OF WATER QUALM
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MAIN LOCATED 22t FORCE MAIN
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A PLAN - KELSO WILLIAMS ROAD
C14 C14 STA. 35+00 TO 43+00
SCALE 1"=50'
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r _t_16-T r-1--I--r
+00 36+00 37+00
B PROFILE - KELSO WILLIAMS ROAD
C14 C14 STA. 35+00 TO 43+00
SCALE 1"=50'
EXISTING 2" FORCE
MAIN TO REMAIN —PROVIDES I
SERVICE TO MOBILE HOMES
r1
38+00
NEW 6" FORCE MAIN
LOCATED 17f OFIF F
CENTER[ INE
GRAVEL C
DRIVE
39+00 �40+0
I--F-
CRAVEN COUNTY 8" WATER
MAIN TO REMAIN GRAVEL)
DRIVE
NEW 8 WATER AIN
NEW 6 FORCE — — -
38+00
39+00
EXISTING 8" FORCE
MAIN TO REMAIN
EXISTING 2" FORCE
MAIN TO REMAIN -PROVIDES
SERVICE TO MOBILE HOMES
41
—=--X=— /
LNEW 8" PVC WATER
MAIN IOCATED 22t
OFF+OAD CENTERLINE /.
40+00
NEW- ' f
i�
IN
WATER
(1) 8"x6" TAPPING SADDLE
Xj(1) 6" VALVE
1 THRUST BLOCK
EXISTING 10" WATER
/ MAIN TO REMAIN
EXISTING CRAVEN COUNTY 8" WATER
MAIN TO REMAIN
F �1� SOR ATVEBPOPING SADDLE
C14 C19 (((( ))))
2" WATER
MAIN TO REMAIN
42+00
2
0
8
6
4
2
43+00
1 RE LEASE FOR
1/15/07
NO. IDESCRIPTION I BY I DATE
Revisions
LEGEND
— S — SEWER LINE
NOTES:
—W— WATER LINE
RCP REINFORCED CONCRETE PIPE
1. SEE DETAILS A, B & E, SHEET C17 FOR TYPICAL ROAD DETAILS.
—D— STORM DRAIN
+27.0 PROPOSED
EVENLY BETWEEN SPOT ELLEYA ONS)
2. SEE DETAIL C, SHEET C17 FOR NFW PAVEMENT SECTION.
SILT FENCE c
SEDIMENT TRAP L O
3. SEE DETAIL D, SHEET C17 FOR SIDEWALK CONSTRUCTION.
m
n n
-
O DROP INLET a n cte v
4. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
OrMT1UTLET PROTECTION H
N VALVE & VALVE BOX A
ct t
DETAIL M, SHEET C17.
ct cn
5.SEE DETAIL H, SHEET C18 FOR TYPICAL TRENCH SECTION.
GRASS S LE
PERMANENT 2" BLOWCFF c DL
FIRE HYDRANT D 1" SEWER SERVICE
Fc,
"• ANDICATED Ct
SLOPE n
ct t ct
® CHECK DAM C1K 17
1 WATER SERVICE C LI
► THRUST BLOCK CtE t O PRECAST MANHOLE 4
I
APPROVED
NORTH CAROLINA ENVIRONMEN'aL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALI'
Date-" OmFjng" :m 0'1 -
Stormwater Permit No. S W 70105Z.-1
Ct4
06033.DWG

TELEMETRY ANTENNA GENERATOR RECEPTACLE
8" PVC GRAVITY INFLUENT SEE NOTE 4 SEE NOTE 5
MAIN
RlfltlRY PR(H IXMIIRQ PMR 1RMZR SNITCH NSO*CT iER
(4) 2" PVC CONDUIT
PUMPS �v� 2' MIN.
ALL SIDES
12' SQUARE X 8" THICK CONCRETE CAP
WITH #3 REINFORCEMENT
MANHOLE STEPS--
@ 12" O.C. EACH WAY
STEEL
STAINLESSUPPORTS BRACKET ABLE
(1 �1
4" VENT VEI=1, EI—I3 ALUMINUM ACCESS
HATCH CO R
LOCKABLE SCE NOTE 3)
I /
. � I I I I II %• .
\ I I I 11T,en
I I I I I 2" PVC DRAIN
I I I I II
6" DI FORCE MAIN
1 1/2" ACCESS I I
DOOR DRAIN I I
6'x6'x5'DEE r_ ___I I __ I Iti____�
CONCRETE VALVE 6" DRESSER COUPLING
1 -
48" x 48" ALUMINU 1
ACCESS DOOR SEE NOTE 3 I 6" CHECK VALVE
CAST -IN -PLACE CONCRET I
PIPE SADDLE AND STAINLESS I
STEEL PIPE STRAPS I I
1 6" GATE VALVE
I I
6" 90° ELBOW
1 6" TEE
I
4" BYPASS
SEE DETAIL I 6" TEE
I 1
I
1/4' PRESSURE GAUGE
WITH VALVE L - - - - - - -
--- ---J
J
� z
U U
o �
PLAN VIEW @ GRADE ELEVATION
A LIFT STATION
C3 C15 NOT TO SCALE
LING
12' SQUARE X 8" THICK CONCRETE CA
WITH #5 REINFORCEMENT
® 12" O.C. EACH WAY
TOP OF PUMP STA. 10.00'
GRAVEL DRIVE
FINISH GRADE ELEV. 9.5'
lnr'r+ r 4 4t
I, <
CONTROL CABLE SUPPORT CC
BRACKET, S.S.
PUMP OUTLET
ELEV. 13.0'
PUMP STATION NOTES:
1. THE CONTRACTOR SHALL PROVIDE AN
AREA LIGHT IN THE AREA OF THE LIFT STATION.
COORDINATE TYPE AND LOCATION WITH THE CITY
OF NEW BERN ELECTRIC DEPARTMENT.
2. THE CONTRACTOR SHALL PROVIDE A 6' HIGH
BLACK VINYL -COATED FENCE AROUND THE ENTIRE
LIFT STATION EASEMENT AREA. PROVIDE A 15' WIDE
DOUBLE LEAF GATE IN ACCORDANCE WITH THE SITE
PLAN.
3. THE CONTRACTOR SHALL PROVIDE ALUMINUM
ACCESS HATCHES AS FOLLOWS:
WET WELL:4'X6'-BILCO, TYPE JD-3AL
VALVE VAULT:4'X4'-BILCO, TYPE JD-3AL
4. THE CONTRACTOR SHALL PROVIDE A PUMP STATION
TELEMETRY SYSTEM (REMOTE TERMINAL UNIT) AND
SHALL INTERFACE THE TELEMETRY SYSTEM WITH THE
CITY CENTRAL CONTROL CENTER AND THE WASTE
TREATMENT PLANT. COORDINATE INSTALLATION WITH THE
CITY OF NEW BERN SEWER DEPARTMENT.
5. THE CONTRACTOR SHALL PROVIDE A EMERGENCY
POWER RECEPTACLE FOR USE WITH THE CITY OF NEW
BERN GENERATORS. COORDINATE RECEPTACLE TYPE
WITH THE CITY OF NEW BERN SEWER DEPARTMENT.
LEGEND
ELEV. ELEVATION
D.I. DUCTILE IRON
C.I.P. CAST IRON PIPE
PVC POLYVINYL CHLORIDE
S.S STAINLESS STEEL
TYP. TYPICAL
CONC. CONCRETE 3000 PSI ® 28 DAYS
I.D. INSIDE DIAMETER
CITY of NEW BERN FROST PROOF YARD HYDRANT WITH
VACUUM BREAKER & 3/4" MALE
HOSE NOZZLE. VACUUM BREAKER
SHALL BE NON FREEZE TYPE
3OW CONFORMING TO ASSE No. 1024
FOR APPLICATIONS WITHOUT
CONTINUOUS PRESSURE
E VALVE
2'x2'x4" CONCRETE
SLAB FLUSH W/
4" 90° ELBOW GRADE
;RFFLUENT BYPASS
NOT TO SCALE
STAINLESS STEEL
HOIST CHAIN
PUMPS (2), 316 G.P.M. 0 142.4 TDH
FLYGHT MODEL NO. C-3201,
IMPELLER NO. 452
6" DISCHARGE
4" PIPE W SCREENED
MUSHR00 VENT
CAULKING & —`
CONDUIT
CABLES -
R CABLES
CONTROL
PANEL
U
fef
1,2" NE
GASKET
1 1/2" PVC
Aia.LSS DOOR DRAIN
HIM
T
6" PVC. FORCE MAIN
'\-6" D.I. FORCE MAIN
1J2" NE PRENE
GASKET �TYP.)
PVC DRAIN 4" BYPASS
" NE PRENE 6" TEE
KET 2TYP.) 6" 90' ELBOW
PVC P-TRAP 6" GATE VALVE
CAST -IN -PLACE CONCRETE
PIPE SADDLE AND STAINLESS
STEEL PIPE STRAPS
6" CHECK VALVE (TYP.)
6" DRESSER COUPLING
WET WELL
PRECAST CQNCPETE
MANHOLE 8-0 I.D.
,—LEVEL CONTROL SWITCH
-1.00
ALARM FLFV. -2.40
47 HP MIN. 1750 RPM a u
V. 3 PHASE
3SOLIDS CAPACITY LAG PUMP -ON ELEV
LEAD PUMP -ON ELL
a 12" I PUMP -OFF ELEV.
e LOW LEVEL ALARM
NON-SHPUMP STATION FORMED RNVERTINK ROUT
INV. ELEV. -6.00' -
° ANTI FLOTATION COLLOR
fit { !) ,(S 7r_r r}C}� � ,� r � �( �C
nr �� Y)$„ / "I )r �Y+CSi h
�.�
8" NO. 57 STONE
ELEVATION @ LIFT STATION
RECTANGULAR CAST IRON
VALVE BOX. LENGTH AS
REQUIRED. WIDTH 16' MIN
5 4 I SIZE OF UNION
� AND VALVE -�
DRAIN/VALVE 12„
1 CF OF 78M
WASHED STONE
rc_��YARD HYDRANT
C3 C15 NOT TO SCALE
5-1/4" DIA. CAST IRON
VALVE BOX
GRADE
3/4" OR 1" SUPPLY
PIPING AS INDICATED
LJ­T�I`— GATE OR GLOBE VALVE
UNION AS SPECIFIED
DOUBLE CHECK VALVE
(ANSI/ASSE No. 1024)
AMES MODFI 4000B
OR APPROVED EQUAL
END SEAL
EACH END
FINISH GRADE
PRECAST CONCRETE
RISER AND TOP
SECTION
1" AIR RELEASE VALVE
BLIND FLANGE TAPPED
FOR 1" RISER
TEE - MATCH SIZE
OF SEWER MAIN ,
NO. 57 STONE
I �I
AUDIBLE/VISUAL HIGH WATER ALARM
HIGH WATER ALARM FLOAT
CONTROL PANEL \� SLAG PUMP "ON" FLOAT
LEAD PUMP "ON" FLOAT
LEAD AND LAG PUMP "OFF" FLOAT
PUMP #1
PUMP #2
FLOAT OPERATION/LOGIC:
i. EFFLUENT WILL RISE IN THE PUMP TANK RAISING THE FIRST FLOAT.
2. EFFLUENT WILL CONTINUE TO RISE AND THE SECOND FLOAT WILL RAISE
AND WILL ACTIVATE THE LEAD PUMP. THE LEAD PUMP WILL PUMP THE TANK
UNTIL HE BOTTOM FLOAT LOWERS AND CUTS THE PUMP OFF.
3. THE CYCLE WILL REPEAT ALTERNATING PUMPS.
4. IN THE EVENT THE LEAD PUMP DOES NOT ACTIVATE, THE EFFLUENT WILL
CONTINUE TO RISE UNTIL THE THIRD FLOAT RAISES AND ACTIVATES THE
HIGH WATER ALARM AND THE LAG PUMP. THE EFFLUENT WILL FALL UNTIL
THE LOWER FLOAT DROPS DEACTIVATING THE PUMP, THE CONTROL PANEL
SHALL CONTINUE TO INDICATE THE ALARM CONDITION AND OPERATE AS A
SIMPLEX CONTROLLER Al TERNATING PUMPS UNTIL THE SYSTEM IS SERVICED.
D POWER/CONTROLLER SCHEMATIC
C3 C15 /NOT TO SCALE
MANHOLE COVER & FRAME
MARKED "SEWER"
L• I
a
a
5 a
�1" GATE VAL R
5
--1" NIPPLE
6" SEWER MAIN I_=III 11
—III—I 0.D.+2" 13
=1I 1--A II
�NIIIII'• .•� � � f a s5
M in
4" STONE BASE
12"
12"x8" CONCRETE RING
FOOTING TO SUPPORT CHAMBER,
LEAVE OPENING BELOW
PIPE. FILL SPACE INSIDE
RING WITH CLEAN GRAVEL FOR DRAINAGE.
E AIR RELEASE VALVE
APPROVED
C15 NOT TO SCA-_E
NORTH CAROLINAENViRONMEW" L
MANAGEMENT COMMISSION
DIVISION OF WATER OUALF
`.=r Permit Na._Bw�o7o5.0.T
ENCASEMENT PIPE SIZE
UTILITY MAIN
ENCASEMENT
DIAMETER
PIPE DIAMETER
PAVEMENT WIDTH
4 118'
PREFABRICATED SUPPORTS
6"
G"
LENGTH = PIPE O.D.+12"
(TYPICAL OF 3)
D
Z
v
w
120' CP
CARRIER PIPE
r A
>
oU
UTILITY MAIN -SIZE
ENCASEMENT PIPE
CASING SLOPE = PIPE SLOPE
co
AS INDICATED
PIPE INVERT AS INDICATED
L—A
VPROVIDE
ON PLAN
STEEL STRAPPING
-ENCASEMENT PIPE -SEE
PIPE BELL TO BE CLEAR
SUPPORT
W/
TABLE FOR SIZE
OF CASING
SPACERS AT 5' O.C.
MINIMUM.
SECTION AA
F UTILITY LINE ENCASEMENT
C15 NOT TO SCALE
CD
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06033.DWG
- - _ -- - - -
n� T I

R/W
25'/50'
RIGHT OF WAY
25'/31' BACK CURB TO BACK CURB (AS INDICATED ON PLAN)
20' 26' PAVEMENT AS INDICATED ON PLAN
F-- SLOPE: 1/4" PER FOOT -�
2" TYPE H BINDER
TACK COAT 1-1/2" SF 9.5A ASPHALT SURFACE COURSE
8" ABC STONE BASE
18" COMPACTED SELECT FILL
30" NCDOT CURB & GUTTER -DETAIL E, THIS SHEET
A TYPICAL ROAD SECTION - PUBLIC STREETS
C2 C16 NOT TO SCALE
R/W
16'/20'
EASEMENT
2 /4 12 SHOULDER
SHOULDER PAVEMENT
SLOPE: 1/4" PER FOOT
1" PER FOOT 1" PER FOOT
.16
0 0 0 0
1-1/2" SF 9.5A ASPHALT SURFACE COURSE
V8" ABC STONE BASE
TYPICAL ROAD SECTION -PRIVATE STREETS
NOT TO SCALE
25'R. —
R/W
CUL-DE-SAC
R/W
R/W
q
EOP
Ln I
EOP o q
0,
R/W
25'/31' B/B
(AS INDICATED) 35'R.
PLAN
NOT TO SCALE
R/W
50'
3 5'
SLOPE 1 4":1'
SECTION A -A
NOT TO SCALE 30" NCDOT CURB & GUTTER
B CUL-DE-SAC @ LOCAL ROAD DETAIL E, THIS SHEET
C2 C16 NOT TO SCALE
1-1/2" SF 9.5A ASPHALT SURFACE COURSE
TACK COAT �2" TYPE H BINDER
PUBLIC ROAD
Q
NEW PAVEMENT SECTION
C16 NOT TO SCALE
4, 3, 25, ASPHALT
SIDEWALK MEDIAN CURB/GUTTER PAVEMENT
SLOPE TOWARD C/G
1 4":1'
2 4 6 x 6 WWF 10/10
D SIDEWALK
C2 C16 NOT TO SCALE
a
1"
30"
2" RADIUS
PAVEMENT
CONCRETE 7 1 /2"
CURB & GUTTER
NOTES:
1. CONTRACTION JOINTS SHALL BE PLACED
10'-0" O.C. TO A MINIMUM
DEPTH OF 1-1/2".
2. CONTRACTION JOINTS SHALL BE FILLED
COMPLETELY WITH A JOINT FILLER
SUITABLE FOR THE APPLICATION.
3. EXPANSION JOINTS SHALL BE PLACED 80'
O.C. AND ADJACENT TO ALL
FIXED OBJECTS (WALLS, WALKS, ETC.)
4. PROVIDE AT ELEVATIONS SHOWN. SLOPE
CURB & GUTTER EVENLY BETWEEN
SPOT ELEVATIONS.
E CURB AND GUTTER
C4 C16 NOT TO SCALE
20 t
0
6" LAYER OF COARSE AGGREGATE
0 0 0 0
OVER 12" LAYER OF STONE BASE
0000
COARSE
000 00
0
50'
0
�) O
10'
0°oc>0
00000
0000 �00
10'
EDGE OF EXISTING
ROADWAY PAVEMENT
F GRAVEL CONTROL
ENTRANCE
C4
C16 NOT TO SCALE
SELF ANCHORING
METAL POST @ 6' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
3' FILTER FABRIC
j 8 FLOW
3'
G SILT FENCE
ClC16 NOT TO SCALE
o °
oo00.3 0000
0 &0 0 000 0 ° °0000
FAT PIPE 000 0 ° oop
00 0 00 A
O0o 0
00 O
D
B A FLOW 0 0 0
RIP RAP 0
p0 O
�0 0 0 O
UOO o O O 00
Oo 0oo
0 o r)
PLAN
SECTION A -A
A
B
C
D
E
MAX. RIP RAP SIZE
42"
8'
12'
12
24"
1 9"
12"
5'
8'
8'
12"
1 9"
H OUTLET PROTECTION
C4 C16 NOT TO SCALE
N
Po
,)1, 1n'
A
FLOW
INLET PIPE
4'
18" THICK, NCDOT CLASS II
RIP RAP UNDERLAIN WITH FILTER
FABRIC
A
;H WITH
EXISTING GRADE
00
INLET PIPE SET FLUSH WITH
3 EXISTING GRADE
1F
18" THICK, NCDOT CLASS II oO
RIP RAP UNDERLAIN WITH FILTER
FABRIC SECTION
SCOUR LIOLE
C4 C16 NOT TO SCALE
12" THICK LAYER OF
#57 STONE ON UPSTREAM
END OF CHECK DAM
o' o 0 00 ou -
>OC�000�_l NOTES:
1 CONSTRUCT CHECK DAM OF RIP
PAP STONE PLACED IN ACCORDANCE
4' WITH DETAIL.
SEDIMENT BEHIND THE CHECK DAM
O O !TALL BE REMOVED ONCE THE LEVEL
D00�000 1' WITHIN 6" OF THE CENTERLINE
O 0000 000 CREST OF THE DAM.
D00 00%00
0 00 00 00 000 00 3. SHOULD SCOUR DEVELOP AT THE
100 0�0�0�0000Cb060c)0 00 DOWNSTREAM END, H SHALL BE
�00000000000000000000 REPAIRED IMMEDIATELY.
00000000000000 4. PROVIDE 12" MIN. FINE GRAVEL
0 0000 0 ON UPSTREAM END OF CHECK DAM.
FLOW
DIRECTION
J CHECK DAM
C4 C16 NOT TO SCALE
APPROVED
NORTH CAROLI144 FNVIRONMEN ^,
MANAGEMENT OOMMI'SSIC,
DIVISION OF AATER QUAV-
Date_ 9tsv
. .c,..�rater Permit tr. 5"��i0�I0$2�
2" X 2" X 3' WOOD POST
NCDOT #57 STONE
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED
AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY
DISCED 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
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS 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.
NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WIIL, 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 C1 NOT TO SCALE
11
DRIVEI R
12
I DRIVE I
R
VR ^^ &GUTTER
16'
CURB CUT
N DRIVEWAY CURB CUT
C2 C16 NOT TO SCALE
CONCRETE JOINTS EYE. ALL 4 CORNERS
O O CONCRETE COLLAR -PROVIDE IN
O O GRASSED AREAS ONLY, OMIT
IN PAVED AREAS
' oo • .
o0
PLAN
CAST IRON FRAME AND 2 #4 CONT GRADE
GRATE, SEE NOTE 1. r v
IIw'III ;III-
^� 2' WIDE CONCRETE COLLAR
PIPE O.D. + 12" 8' CONCPfTE
GROUT ENTRANCE
EROSION CONTROL FABRIC
ON 12 GUAGE 6x6 WIRE MESH
PLAN 2" X 2" X S WOOD POST PIPE
12" THICK NCOOT
18 #57 STONE AROUND G
PERIMETER 2"X4" KEY
�6COMPACTHD BASE #5 @ 12" O.0 E.W.
SECTION
BURY FABRIC 8 'WHES
SECTION CATCH BASIN
PROVIDE SEDIMENT TRAP AT ALL CATCH HASINS
L SEDIMENT TRAP
C4 C16 NOT TO SCALE
NOTES.
1. FOR CURB INLETS, PROVIDE US FOUNDRY #5181-6420 INLET HOOD & GRATE.
FOR YARD INLETS, PROVIDE US FOUNDRY 04120 FRAME & GRATE SERIES WITH
GRATE #6170 IN GRASSED AREAS.
2. CONTRACTOR MAY CONSTRUCT DROP INLETS OF BRICKS OR MASONRY PER
THE SPECIFICATIONS.
q
DROP INLET
C16 NOT TO SCALE
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06033.DWG

"" T" CONCRETE COLLAR
DUTY
CAST IRON
TYPE
VALVE BOX
OVER,
MARKED WATER
)MMON
BRICK
1/3
POINTS
E
31C FOOT THRUST BLOCK
A VALVE AND VALVE BOX
C3 C17 NOT TO SCALE
VALVE BOX -
CONCRETE COLLAR -
VALVE B
WATER MAIN
WATER MAIN PLUG
RWITH 2° TAP
BRASS NIPPLE
2" BALL VALVE
SCH 80 PVC
COUPLINGS
2" PVC SCH. 40 PIPING
END VIEW
(P�ERMANENT2"BLOWOFF ASSEMBLY
NOT TO SCALE
BACK OF CURB
OR SIDEWALK y_
CAST IRON —
METER BOX
METER STOP
1 SERVICE TUBING BRICK SUPPOR-
(4 EACH)
�EEP LINE SLACK-/[
PLASTIC STIFF[
/ CORPORATION STOP
TAPPING SADDLE
WATER MAIN
C 1" WATER SERVICE
C3 C17 NOT TO SCALE
FACE PUMPER -
rnNINICrTInNI TO
2" BRASS PLUG
2" FEMALE
COUPLING
1'-7"
6" TO 8"
MIN. DEPTH
GRAVITY--,
SEWER MAIN
Z_ X
cL S
L SERVICE
TO RESIDENCE
ETER-BY OTHERS
PLAN
D/2 (MIN)
;MIN)
C
IN)
UNDISTURBE,
EARTH
ELEVATION _ UNDISTURBED
FOR BENDS EARTH
PLAN
D/2 (MIN,)
a
iul
D (MIN) a R
11111 4
/ ELEVATION
FOR TEES
THRUST BLOCK DIMENSION D
IN FEET
NOM.
PIPE
DIA.
DEAD
END
90°
BEND
45`
BEND
11 1/4°
BEND
2"
1.0
1.2
1.0
LEN
0.7
4"
1.3
1.6
1.2
0.8
i
2.3
1.7
0.8
0
14
E THRUST BLOCK
C3 C17 NOT TO SCALE
PLAN
4" IN -LINE WYE
2' BACK OF CURB
OR SIDEWALK
CLEAN OUT TO BE SET
24" ABOVE FINISH GRADE
CURB AND GUTTER
PAVEMENT-\
COMBINATION WYE
AND 1/8 BEND
ABS TO PVC
ADAPTER COUPLIN
PVC GRAVITY
CFWFR WAIN
STREET �, � fig.
® �2„ Oa —
1
~Ir , 3'-6" BURY
6" VALVE AND VALVE BOX 2 CF THRUST BLOCK
2 CUBIC FOOT': }
THRUST BLOCK LTEE HYDRANT DRAIN HOLES
WATER MAIN DO NOT BLOCK
BACK TO MAIIN 2 CF #57 GRAVEL
D FIRE HYDRANT AS EMBLY
C3 C17 NOT TO SCALE
a
�1
2', 3', OR 4' R�
o VARIES
�I
4' OR LESS
- -I� 2'-0" it --
5.,
G PRECAST MANHOLE
C3 C17 NOT TO SCALE
RIM ELEVATIO
OLE Fj�COVER
u+f.� Iufl �7
L T1�p� )ram All
1
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