SW7061201_APPROVED PLANS_20070523

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW yO�O�O
DOC TYPE
❑ CURRENT PERMIT
'VPAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEU7(�
v
YYYYMMDD

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.
PROJECT LAND DISTURBING LIMITS:
THE LAND DISTURBING LIMITS FOR THIS PROJECT SHALL BE AS FOLLOWS:
THE OVERALL PROPERTY BOUNDARY. THE TOTAL DISTURBED AREA FOR
THIS PROJECT IS 3.02 ACRES.
ZONED R-10
GEORGIA P. MACINNIS
& LANE PARROTT
DB 1209 PG 138
TAX ID: 8-212-010
NnTF
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
MAINTENANCE PLAN:
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 GAMS 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.
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 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.
CURVE TABLE
CURVE
CHORD BRG
LENGTH
RADIUS
Cl
S5555'34"W
15.41'
25.00'
C2
S80'01'15"W
5.61'
25.00'
C3
N5323'30"E
57.70'
50.00'
C4
NO3'52'25 W
42.25'
50.00'
C5
N51'44'15"W
41.29'
50.00'
C6
S80'23'55"W
42.25'
50.00'
C7
S23'08'00"W
57.70'
50.00'
C8
NO3'29'46"W
5.61'
25.00'
C9
N20'35'55"E
15.4V
25.00'
POSTAL
ENUMERA IONS:
LOT
ADDRESS
1
1301
ALBURY
COURT
2
1303
ALBURY
COURT
3 `
1305
ALBURY
COURT
4 "
1307
ALBURY
COURT
5 '
1309
ALBURY
COURT
6
1310
ALBURY
COURT
7
'I M8
ALBURY
COURT
8
1306
ALBURY
COURT
9
1304
ALBURY
COURT
10
1302
ALBURY
COURT
11
1300
ALBURY
COURT
GRAPHIC SCALE
40 90
( IN FEET )
1 inch = 40 fl.
160
PROJECT SUMMARY
PROJECT DATA:
OWNER/DEVELOPER: CAPITAL BUILDERS - DEVELOPERS
506 POLLOCK SIRE T
NEW BERN, NO 284:0
[phone]
OVERALL SITE AREA: 131,624 SF, 3.02 A:RES±
SITE ZONING:
R-10
UTILITIES:
SEWER -CITY OF NE'. BERN
WATER -CITY OF NEN BERN
ELECTRIC -CITY OF NL'N BERN
TELEPHONE -SPRINT
APPROVED
CABLE TELEVISION-COY/SUDDENLINK COMMUNICATIONS
NORTH CAROLINAENV IRo
REFUSE COLLECTION-O,TY OF NEW BERN
MANAGEMENT COMMI
IVISION OF WATER Ot
LENGTH OF STREETS:
343.72 LF
TOTAL # LOTS:
11 LOTS
Jsie--- 3
�^
TOTAL AREA IN LOTS:
68,882 SF, 1.58 FCFESf
Strrtnweter Permd No 5%Al1
AVERAGE LOT SIZE:
TOTAL OPEN AREA:
6262 SF
41,547.60 SF, 0.95 ACRES!, 31.57% OF TOTAL SITE AREA
��
TOTAL AREA RIGHT-OF-WAYS:
21,194.40 SF, 0.49 ACRES±
SETBACKS:
FRONT YARD = 12.E
SIDE YARD NOT ADJrCENT TO PUBLIC STREETS = 5', UNLESS
OTHERWISE INDICATED
SIDE YARD ADJACEN_ TO PUBLIC STREETS = 5' PLUS DEDICATED
OPEN AREA)
REAR YARD SET5AC; = 12.5', UNLESS OTHERWISE INDICATED
DENSITY CALCULATION: TOTAL SITE A3EA (131,624SF) - RIGHT-OF-WAY 4REA (21,194SF) / 10,000 = 11.04
NOTES:
1. THE PROJECT IS LOCATED WITHIN A ZON.' X, ACCORDING TO THE FEDERAL
EMERGENCY AGENCY FLOOD INSURANCE 10PANEL J720b570 J, EFFECTIVE DATE JULY 2, 2004.
2. SECTION 404 WETLANDS ARE NOT PR;S-JT ON THE PROJECT SITE.
3. NEUSE RIPARIAN BUFFER AREAS REC 1_11ED UNDER 15A NCAC 02B DO tJOT EXIST ON THE PROJECT SITE.
4. NO STRUCTURES SHALL BE BUILT OUTSIEE OF THE BUILDING SETBACKS SHOWN WITH THE Ei'CEPTiON OF FENCES,
DRIVES, OR WALKWAYS.
5. ALL DRAINAGE AND UTILITY EASEMEIi 1S "r RRY THE RIGHT -OF -ACCESS BY THE CITY OF NEW BERN FOR THE
MAINTENANCE AND REPAIR OF DRAINAGE UTILITY STRUCTURES.
6. EXISTING TREES SHOULD BE RETAINED A.O'IG ALL PUBLIC ROADS EVERY 30 FEET ALONG EACH SIDE.
THESE TREES SHALL BE LOCATED WITH61 AZONE 50 FEET PARALLEL TO THE CENTERLINE OF THE PUBLIC
STREETS. THE TREES RETAINED SHALL BE 2T LEAST 2 INCHES IN CALIPER.
7. THE DEVELOPER SHALL RETAIN AT LEAS 45 TREES ON THE ENTIRE TRACT (15 TREES PER ACRE)
8. ALL FRONT & REAR PROPERTY LINES AF_ SUBJECI TO A 15' UTILITY AND DRAINAGE EASEMENT. ALL SIDE LOT
LINES ARE SUBJECT TO AN 10' DRAINAGE t0 UTILTIY EASEMENT CENTERED ON THE PROPERTY LINES.
ALL UTILITY EASEMENTS CARRY A RIGHT-OFI-CCE�S TO THE CITY 01 NEW BERN.
9. THE RECEIVING STREAM FOR THIS PROJET IS JACK SMITH CREEK, CLASSIFIED C, Sw,NSW
AL
W.
VA
�aunnugi ""�
o•
SEAL• �
16738
,
t_ u
.0GQ0
�wz_<\A
Ln
W U WN
L \J
W c
►.� C z
0
c �o
w L10
cl� 0Xo
_n
o (L
J
w
�
�
O
aE
E
E­
o�
Q
E--
_
x
Q C
UO
w
�;
1 1 2006
A
��,/
06129C1.DWG
6.
0.

A HORIZONTAL ROAD Al IGNMENT
C2 C2 SCALE: 1"-30'
LUINCU U—J
ZONED R-10
GEORGIA P. MACINNIS
& LANE PARROTT
DB 1209 PG 138
TAX ID: 8-212-010
LEGEND
<DCx:> SILT FENCE G
C7
® OUTLET PROTECTION H
C7
® CHECK DAM K
C7
SSc� INLET PROTECTION L,0
�� CATCH BASIN C7
VAL'•!E &VALVE BOX
CS
O PERVANENT 2" BLOWOFF B
C8
1" WATER SERVICE C
C8
5 FIRE HYDRANT D
C8
THRUST BLOCK E
C8
w_ SEWER SERVICE F
C8
O MANHOLE G
C8
NOTES:
1. SEE DETAILS A, B & E, SHEET C7 FOR TYPICAL ROAD DETAILS.
2. SEE DETAIL C, SHEET C7 FOR NEW PAVEMENT SECTION.
3. SEE DETAIL D, SHEET C7 FOR SIDEWALK CONSTRUCTION.
4.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL M, SHEET C7.
5. SEE MAIL H, SHEET C8 FOR TYPICAL TRENCH SECTION.
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
AL
Ei 5738 '
o !p/GKINE�Q���
Co
pE-O�Cl��
W
Odd W
f�Ufzxd
U�LnCD
c if)
00
I
(D m
k� m LC)
w o W�
w m
c
X
Lw -s
z
o
aj
'c � o
W L0o
W�LI
o xm
m11
N
®u�N
m
J
W
O
W
Q" � E-
<f;
ad O
w
O
2
06129C2.DWG

ZONED R-10
GEORGIA P. MACINNIS
& LANE PARROTT
DH 1209 PG 138
TAX ID: 8-212-010
A OVFRAI I WATER & SFWFR PI AN
C3 C3 SCALE: 1"=30,
MANHOLE
SUMMARY
TABLE
MANHOLE ID
RIM
INV. IPJ
OUT
REMARKS
MH#1
10.30
_
-
_INV.
5.40
1-
MH 2
9.20
3.01
3.00
1 BUILT -OVER MANH01_E
IFGEND
III T TCIFT
LcJU
OUIIFT PROTECTION N
C7
CHECK DAM K
C7
INLET PROTE_CT1ONZ L,0
CATCH BASIN �C7
►, VALVE & VALVF BOX A
C8
PERMANENT 2" 81OWOIF p
Gs I,
FIRE HYDRANT D
C8
THRUST BLOCK E
CS
SEWER SERVICE F
C8
O MANHOLE G
[Cl
NOES:
1. SEE DETAILS A, B & E, SHEEI C7 FOR TYPICAL ROAD DETAILS.
2. SEE DETAIL C, SHEET C7 FOR NEW PAVEMENT SECTION.
3.SEE DETAIL D, SHEET C7 FOR SIDEWALK CONSTRUCTION.
4.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
DETAIL M, SHEET C7.
5. SEE DETAIL H, SHEET C8 FOR TYPICAL TRENCH SECTION.
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET )
1 inch — 30 ft.
u�unuigz
GAR
si
y .yss
15738
GIN ♦ ��
11117111
0)
Qo
C:) /1
O,
E.
U
W
O <r W E
O0
C I.nLn
L M Co
�wLN
r_ n' LC)
F-�-j O LLI N
m
w a) ? x
_
0
c cD 0
W Ln 0
W_ULI
� ° o o
o--+ m n
> N
O v �(N
m—
W �
W
W o� C)
fs" E­
cld
E-UD Z O (�
w l
Q�
W
J
O
C 3_
06129C3.DWG

` Ll'iUFNCE Or OPER A,TON:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE CCTSTRUC-IION CONFERENCE.
3. INSTALL GRAVEL CONTROL EN 1PANCE.
4. INSTALL SILT FENCING.
5. INSTALL STORPvIviAIER RETLfJ1I0fJ POND.
r1.I JSI f" JL & F111 GRL,DE & S i ',LILiFE ROAD & u ',IiJAGL ARE?"`1.
7. INSTALL SIZE IM! vEMEN1S
Q c�CLI fnir'.. lli., r`II All PIC'-ri nl.-r) �prnr` �r-�.I F' �^-.. `.'T �/ r`( f:1Tln,ii
.,. ..�� „o 4 , ivi-�..� , „�� �r.�ii.)/ LJ I,`iL) -)I l 1 L„ 11, ,l ��,. i VLF ,- r� i ivIJ
9. RESEED AS NECESSARY TO ESTABLISH VEGET.,-i I .
I � 5:1
ZONED C-5
NEUSE RiV'ER CONGREGATION
OF J1HOVAW-S 61INESSES
DB 1786 PG 367
TAX ID: 8-212-061
-ATED SWA'
I
I
I
I
O
o
PROJECT LAND DISTURBING LIMITS:
THE LAND DISTURBING LIMITS FOR THIS PROJECT SHALL BE AS FOLLOv"vS:
THE OVERALL PROPERTY BOUNDARY. THE TOTAL DISTURBED AREA FOR
1-HIS PROJECT IS 3.02 ACRES.
4-3�AJWRY CT.
C/L CU DE -SAC
3
O
I
Q.
�
�2
m
� }
t
m
o
ZONED R-10
GEORGIA P. MACINNIS
& LANE PARROTT
DL3 1209 PG 138
TAX ID: 8-212-010
LIMITS OF DISTURBANCE
3.02 ACRES
C66D
I
0
I
O
I
c7
ZONED R-10
GEORGIA P. MACINNIS
& LANE PARROLT
DB 1209 PG 138
TAX ID: 8-212 -010
CHECK
I
i I I�
LLJ
15 Cl ,o (o z
1; ES 9 T `` CD
�,. CD I (� a
+' C-)
(N51-F 12" RCP
u DS #6
�i DS #o Q
_ STORMWATER RETENTION I Q w
VEL CONTROL BOTTOM ELEV. = 2.0 U-CD
o c
C¢I- ENTRANCE 6.9
-----�..-------- -- - �inw
- - - - _
x�a�cxxxzxxzxxxxxx.s-x x� 6.8 +` �� 6.
20' DRAINAGE _ _ _ xx
EAENT D5, D D #4 - �/LL - -
-------- - - - - - - - - -
- INV. 5 8
- - _INV.
4 F 42 RCP
DS RCP FES - I
-- - --
_ DS #i - -
AMHURST BLVD sl TA o+oo ALauRY CT
--
--
C/L INT. AMHURST BLVD.
60' PUBLIC RM •- 35' B/B
ISTA. 0+00 IS C/L R/W AMHURST BLVD.)
A OVE-RACE SITE GRADING PLAN _ z
c4 c4 SCALE: 1"=30' ZONED C-3
X
w
L
C7
NO I E:
ALL LIE!_ I~v1ATERIAL NEEi-ED TO COMPLETE
IIIE PROJF-CT NOT GENERATED FROM ON SITE
GRADI NG ACTT\/ITIES SNAILL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
MAINTFNANCF PLf_'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.
J. ANY SEDIMENT l 'ACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING
& CHECK DAMS '"JIIEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE I GOT.
5. SEDIMENT SHALL BE REMOVED FROM THE STORMWATER
RETENTION POND UPON COMPLETION OF CONSTRUCTION
AND PRIOR TO FINAL PLANTING.
NOTE:
THE ANGLE FOR GRADED SLOPES AND [ILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGE[ATIVE 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.
LEGEND -
SILT FENCE G 1" WATER SERVICE C
C7 C8
OUTLET PROTECTION H FIRE HYDRANT D
C7 tiY � G8
® CHECK DAM K THRUST BLOCK E
C7 CS
INLET PROTECTION L,0 YWFR_ S_ER_VICE F
CATCH BASIN C7 ♦ t-5
VALVE & VALVE BOX A MANHOLE G
C8 CS
PERMANENT ?' ONOFF B
C8
NOTES:
1, SEE DETAILS A, B & E, SHEET C7 FCR TYPICAL ROAD DETAILS.
2. SEE DETAIL C, SHEET C7 FOR NEW PAVEMENT SECTION.
3.SEE DETAIL D, SliLLT C7 FOR SIDEWALK CONSTRUCTION.
4. REVEGETA TE ALL DIS) WRBLD AREAS IN ACCORDANCE
WITH THE PROJE' l VEGCTATIOhI FLAN, SEE
DETAIL M S[ILEI
5. SEE DETAIL H, SHEET C8 FOR TYPICAL TRLNCH SECTION.
DRAINAGE STRUCTURE SUMMARY
DS#
STATION
RIM
INVERT_
REMARKS
1
0+22+
9.1
6.0+
_
EXISTING, TO REMAIN
2
0+9.97
9.3
5.8±
REMOVE CURB INLET FRAME, INSTALL
DROP INLET VAI.1FY CUTTER FRAME
3
0+29.24
9.2
5.5±
JUNCTION BOX
4
0129.24
9.0
5.5±
CURB INLET
5
0+29.24
9.0
5.5±
CURB INLET
6
0+79.21
8.8
7.2
CURB INLET
7
0+79.21
8.8
7A
CURB INI FT
SOIL PROFILE
0"-12" - ORGANIC RICH TOPSOIL / ROOT MAT
12"-40" - BLACK SANDY LOAM
48"--72" - BLACK TO CRAY SANDY LOAM
GRaAPHIC SCALE
40 Q zo
( IN FEET )
1 inch = 40 ft.
� uunfu��i
RO
.�►
c 'a E
1 738 C
0
IN
a>
w N
tr>
W , W�J
m
w
z`
ai
�CD
rT; ILL] L0 o
O
a-� m cv
LC
®ULL
CL
O
(24
Q�i
E-a
u-
�
CI J
d
�
�
J
O
C 4 -
06129C4.DWG
- -
f
�
II
,

i
1 31
O
0
0
Ir
W
Uj
U
d
co
J
M
r -)
Go
r7
18LF 15•
&(1)FES
1�
1� ZIZANIOPSIS ALIACEA
TEMPORARY POOL = 8.1 (WATER MILL T) ® 18"
2 • R�,6_
1
C6 C6
OREBA
I
' \ OTTOM ELEVATION = 2.0 / O� S UCTURE 2
D6 -- PERMANENT POOL ELEVATION = 7.0 / \ UTL C6
m PERMANENT POOL AREA = 4,070 SF
m TEMPORARY POOL ELEVATION = 8.1
O ;-- T = 4,933 SF /
QCal
I`o _
- -7
�X X
/
j
- -- r- - - --- --
_ 9
-. - - -�-- - fi -
{
- 54LF- _�2EP_ _ _ y FLOW SPRE - - -
DS # S 2 ES �� �/ Cs C7�
--- ---� -----------------=--------------------------------L----�-
I
- -- } __ 20LF
---- -I /, _- --- 40---- _-------
\ ---- -
- I - - - ----- -- - w ---- - -- -- --- w -- AMHURST BLVD
60' PUBLIC R VV - 35' BB
ENLARGED VIEW-STORMWATER RETENTION POND
C61 C6 SCALE: 1"=10'
R31'
it
1
6�
4�
N
0
71 in
L�
DRAINAGE STRUCTURE SUMMARY
DS#
STATION
RIM
INVERT
REMARKS
1
-0+223
9.1
6.0t
EXISTING, TO REMAIN
2
0+9.97
9.3
5.8t
REMOVE CURB INLET FRAME, INSTALL
DROP INLET VALLEY GUTTER FRAME
3
0+29.24
9.2
5.5t
JUNCTION BOX
4
0+29.24
9.0
5.5t
CURB INLET
5
0+29.24
9.0
S.St
CURB INLET
6
0+79.21
8.8
7.2
CURB INLET
7
0+79.21
8.8
7.4
CURB INLET
- - ELEVATION=6.0'
STORMWATER DETENTION POND CROSS-SECTION
C61 CONOT TO SCALE
TEMPORARY POOL ELEVATION = 8.1'
5
PERMANENT POOL ELEVATION = 7.0' p
1 POND BOTTOM ELEVATION= 22'
2
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.
INSTALL PLANTS AT 18' OC IN ALL DIRECTIONS. DISIMTE SPECIES EVENLY
REFERENCE: COASTAL PLAIN CONSERVATION NURSERY, INC.
3067 COMMERCE DRIVE
EDENTON, NC 27932
[phone]
PROVIDE PLANTINGS SPECIFIED AROUND
FULL POND PERIMETER (10 FOOT STRIP)
SAFETY LEDGE ELEVATION -7.0'
ELEVATION=6.0'_ J 1
3
�1 10
2 10'
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 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.
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
ZIZANIOPSIS MILIACEA (WATER MILLET) PLANTINGS
SHALL CONSIST OF LARGE PLUGS AS PRODUCED
BY COASTAL CONSERVATION NURSERY, INC
3067 CONNERS DRIVE
EDENTON, NC 27932
[phone]
TOP OF RISER/CREST = A
TOP OF WEIR = B
24" CMP
INVERT 1.00" ORIFICE = C (PERMENANT POOL ELEV
TOP OF CONCRETE=
INLET PIPE
HARDWARE CLOTH AND a °
STAINLESS STEEL STRAP 4
a , n
� N
o co
' e a
°
PROVIDE FIRM AND STABLE
SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE
5' SQUARE
LEGEND
<=XZXD
SILT FENCE
G ♦- 1" WATER SERVICE
C
C7
C8
®
OUTLET PROTECTION
H FIRE HYDRANT
D
C7 tiY°
C8
®
CHECK DAM
K ► THRUST BLOCK
E
C7
C8
INLET PROTECTIONZ
SEWER SERVICE
F
CATCH BASIN
C7
C8
N
VALVE & VALVE BOX
A O MANHOLE
G
Ca
cs
O
PERMANENT 2" BLOWOFF
B
C8
NOTES:
I. SEE
DETAILS A, B & E, SHEET C7 FOR TYPICAL ROAD DETAILS.
2- SEE
DETAIL C, SHEET C7
FOR NEW PAVEMENT SECTION.
3. SEE
DETAIL D, SHEET C7
FOR SIDEWALK CONSTRUCTION.
4.REVEGETATE ALL DISTURBED
AREAS IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
DETAIL M, SHEET C7.
5. SEE
DETAIL H, SHEET C8
FOR TYPICAL TRENCH SECTION.
)RED
F - - - - - - -
I
[ - - - - --- . --------------------�
_ I
20 LF 18" CMP OUTLET PIPE
I
I
I
I
I
I
I
I
�
r------ -------------�
L-
-J
FLAN
TRASH SCREEN
#5 REBAR 0 4" O.C. E.W.
3" WIDE x 1/4" THICK METAL
STRAPS 24" O.C. ANCHORED
IN CONCRETE 12" MIN.
;TT _ 1' _ (TYPICAL OF 4)
6" DIA. INLET PIPE
CONTINUOUSLY WELDED
TO RISER .
ANCHOR 24" CMP RISER IN
CONCRETE SLAB. PLACE CONCRETE
INSIDE OF RISER TO ELEVATION D
(I)OUTLET STRUCTURE
C6 C6 NOT TO SCALE
PROVIDE 4.5' DIA. ANTI -SEEP
COLLARS CONTINUOUSLY
20 LF 18" CMP OUTLET PIPE WELDED TO BARREL
0 2D' O.C.
u ° o
°
c °
3' WIDE x 18" THICK CONCRETE
ANCHORAGE FOR PIPE
Sf CTION
OUTLET STRUCTURE ELEVATION CHART
A
B
C
D
E
F
POND
9.
8.1'
7.0
1 6.0'
1 6. 0'
14. 0'
a;
�Ln
COo
00Ln
N c0
� I
zo
Of
�y W zN
W WC\J
�m
W (D �x
E WL
0 -
>
�O
W Lno
W,�'I
c
1--�I m N
O"oN
a
W
Q
C;�
�
Z
Q
CD
W
F
0
U
^o
E,
_ Q
om'"
E-,
��xw
WW
¢
z
W
E-
NN�
E-
C�
06129C6.DWG

4" THICK CONCRETE COLLAR
• I�1�I�
6° - HEAVY DUTY CAST IRON
SCREW TYPE VALVE BOX
AND COVER, MARKED WATER
COMMON BRICK
I I AT 1/3 POINTS
_--T VALVE
1 CUBIC FOOT THRUST BLOCK
A VALVE AND VALVE BOX
C3 C8 NOT TO SCALE
VALVE BOX—\
CONCRETE COLLAR
VALVE BOX
WATER MAIN
/ WATER MAIN PLUG
r/ WITH 2" TAP
BRASS NIPPLE
2" BALL VALVE
SCH 80 PVC
COUPLINGS
2" PVC SCH. 40 PIPING
END VIEW
B VPFWANENT 2" BLOWOFF ASSEMBLY
C3 CS TO SCALE
2" BRASS PLUG
2" FEMALE
COUPLING
BACK OF CURB
OR SIDEWALK 2'-0" 1' 7"
6" TO 8"
CAST IRON MIN. DEPTH
METER BOX 4,.
METER STOFt y
1" SERVICE TUBING -,,,,BRICK SUPPORTS
\(4 EACH)/ METEf
�I(EEP LINE SLACK/
__—PLASTIC STIFFN
-CORPORATION STOP
TAPPING SADDLE
WATER MAIN
QNO"WATER SERVICET TO SCALE
FACE PUMPER
CONNECTION TO
STREET
4'
6" VALVE AND VAI. VE BOX
2 CUBIC FOOT'V
HRUST BLOCK t TEE
WATER MAIN
/4" TIE RODS
BACK TO MAIN
D FIRE HYDRANT ASSEMBLY
C3 C8 NOT TO SCALE
2°
i
GRAVITY
SEWER MAIN
2 X
N 'n
FrSERVICE
TORESIDENCE
-BY OTHERS
} 3'-6" BURY
2 CF THRUST BLOCK
HYDRANT DRAIN HOLES
DO NOT BLOCK
2 CF #57 GRAVEL
ABS TO PVC
ADAPTER CO
PVC GRAVITY-\
SEWER MAIN
PLAN
D/2 (MIN)
(MIN)
C
IN)
UNDISTURBE,
EARTH
FOR BE UNDISTURBED
EARTH
PLAN
FOR TEES
THRUST BLOCK DIMENSION D
IN FEET
NOM.
PIPE
DIA.
DEAD
END
---
90°
BEND
---
45'
BEND
22 1 /2'
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
t
2.3
1.7
1.2
0.
1
0"
8
4
E THRUST BLOCK
C3 C8 NOT TO SCALE
4" IN -LINE WYE
22 1 /2°
-IN-LINE WYE
PLAN
BACK OF CUR
OR SIDEWALK
CLEAN OUT TO BE SET
24' ABOVE FINISH GRADE
CURB AND GUTTER
1 /2' B
F PVC SANITARY SEWER SERVICE
C3 C8 NOT TO SCALE
RUBBER CAP
OUT
�- 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)
a
�I
2', 3, OR 4'
VARIES
8 2'-0' 8„
- 4' MINIMUM
CAST -IN -PLACE
STEPS
4" MINN..
4' OR LESS 7
/�� MIN
5"
#4 @ 12" O.C.
EACH WAY
C PRECAST MANHOLE
C3 C8 NOT TO SCALE
SEE SPECS FOR BURY
REQUIREMENTS
rBURIED WARNING AND
IDENTIFICATION TAPE
RIM ELEVATIO
HOLE FRAME AND COVER
j\
�/ FINAL BA.CKFILL
go LIFTS MAX
BURIED DETECTION WIRE
FOR NON METALLIC PIPE-
-
`:FE SPECS FOR BURY
REQUIREMENTS
POLYETHYLENE ENCASEMENT
INITIAL BACKNLL
CN METALLIC PIPE ONLY
6' LIFTS MAX
0000
io
0000
00000
UTILITY MAIN
°00000
SIZE AS INDICATED
0000
0 0
0 0�0
00000
00 0
GRANULAR PIPE
6" MIN
12"
0. D. OF
12"
BEDDING
1/2' PIPE O.D.
PIPE
PIPE
TRENCH
WITH BEDDING
MATERIAL
6"x6" 6/6 WWF IN CENTER
TIfIR0 OF WAI L AND IN
TONGUE AND GROOVE.
TAPERED LIFTING
HOLE
RUBBER BOOT
INV. IN
SHAPED MH INVERT
OF CONCRETE
GROUT 3" MIN.
THICKNE
/� �/LEVEL COMPACTED
j��� SUBGRADE - SEE NOTE 3
x��/
6" MIN. GRAVEL
BASE
BURIED DETFC'IOFI WIRE -
FOR NON-ME'ALLIC PIPE -
SEE SPEC FM HURY
REQUIREMENTS
H PIPE TRENCH SECTION
C3 C8 NOT TO SCALE
SEE SPECS FOR BURY
REQUIREMENTS
BURIED WARNING AND
IDENTIFICATION TAPE
D. OF I 12"
PIPE 1
PIPE TRENCH WITHOUT BEDDING
FINAI BACKHII
9" LIFTS MAX
INITIAL BACKFILL
6" LIFTS MAX
UTILITY MAIN
SIZE AS INDICATED
a
�i
CCT
L
N [L1
r-"
C
-
/'Vl
W
o
c
MN
K
r-i
0
o
�
coo
w
w
Ln ,.
Lf)
�
r�
V 1
O
�(
J
r/1
W
l
.',
W
�
'
rj
J_
W�
O
E�
W
E—
W (�
d
�
�
c 0
06129C8.DWC
1