SW7070311_APPROVED PLANS_20070523

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW :;
DOC TYPE
❑ CURRENT PERMIT
. (2P APPROVED PLANS
(❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Qjai /
YYYYM M D D

1 I RELEASE FOR PERMITS I JKA
VICINITY MAP
PROJECT SUMMARY
PROJECT DATA:
OWNER/DEVELOPER: SOUTHERN STYLE DEVELOPERS, LLC LEGEND
114 SUNRISE COURT
NEW BERN, NC 28563
(252)-658-0253 134 - LOT NUMBER
OVERALL SITE AREA: 860,238 SF, 19.748 ACRES 999- POSTAL ENUMERATOR
TAX PARCEL ID 7-103-1000
_A e
SITE ZONING: NONE (R-8 REQUESTED)
'� mm
UTILITIES: SEWER -CITY OF NEW BERN
WATER -CITY OF NEW BERN
ELECTRIC -CITY OF NEW BERN
TELEPHONE -SPRINT
GJ
CABLE TELEVISION -COX COMMUNICATIONS
y, y
REFUSE COLLECTION -CITY OF NEW BERN
LENGTH OF STREETS: 2,605 LF
o
TOTAL N LOTS: 60 LOTS
TOTAL AREA IN LOTS: 199,392 SF, 4.58 AC., 23.18% OF TOTAL SITE AREA
AVERAGE LOT SIZE: 3,323 SF
TOTAL OPEN AREA: 533,364 SF, 12.244 AC, 62.00% OF TOTAL SITE AREA
egg
TOTAL AREA RIGHT-OF-WAYS: 127,482 SF, 2.93 AC., 14,82% OF TO AL SITE AREA
s
SETBACKS: LOTS 1-28 & 39-60: NONE
�6
LOTS 29-38: FRONT YARD = 15'
SIDE YARD NOT ADJACENT TO PUBL C STREETS - 8', UNLESS OTHERWISE INDICATED
T
YARD ADJACENT OPEN AREA)
T015UUNLESS
Rk4KAY
OTHERWISE(INDICATTEDICATED
REARSIDE
ARD SETBACK
NOTES:
1. PORTIONS OF THE PROJECT ARE LOCATED WITHIN SPECIAL FLOOD HAZARD AREAS, ACCORDING TO THE FEDERAL
EMERGENCY AGENCY FLOOD INSURANCE MAP PANEL 3720548800J, EFFECTIVE DATE JULY 2, 2004.
N 0 T TO SCALE
2. ALL STRUCTURES BUILT UPON THE PROJECT SITE SHALL COMPLY WITH THE FIRE REQUIREMENTS SPECIFIED
IN THE INTERNATIONAL BUILDING CODE WITH NORTH CAROLINA AMENDMENTS, DATED 2002.
3. SECTION 404 WETLANDS ARE PRESENT ON THE PROJECT SITE. NO SECTION 404 WETLANDS ARE TO BE DISTURBEI
ON ANY INDIVIDUAL LOT.
4. NEUSE RIPARIAN BUFFER AREAS REGULATED UNDER 15A NCAC 028 EXIST ON THE PROJECT SITE AS SHOWN.
5. NO STRUCTURES SHALL BE BUILT OUTSIDE OF THE BUILDING SETBACKS SHOWN WITH THE EXCEPTION OF FENCES,
DRIVES, OR WALKWAYS.
6. ALL DRAINAGE AND UTILITY EASEMENTS CARRY THE RIGHT -OF -ACCESS BY THE CITY OF NEW BERN FOR THE
MAINTENANCE AND REPAIR OF DRAINAGE AND UTILITY STRUCTURES.
7. EXISTING TREES SHOULD BE RETAINED ALONG ALL PUBLIC ROADS EVERY 30 FEET ALONG EACH SIDE.
THESE TREES SHALL BE LOCATED WITHIN A ZONE 50 FEET PARALLEL TO THE CENTERLINE OF THE PUBLIC
STREETS. THE TREES RETAINED SHALL BE AT LEAST 2 INCHES IN CALIPER.
8. THE DEVELOPER SHALL RETAIN AT LEAST 296 TREES ON THE ENTIRE TRACT (15 TREES PER ACRE)
9. ALL FRONT & REAR PROPERTY LINES ARE SUBJECT TO A 15' UTI ITY AND DRAINAGE EASEMENT. ALL SIDE LOT
LINES ARE SUBJECT TO A 15' DRAINAGE AND UTILITY EASEMENT CENTERED ON THE PROPERTY LINES.
ALL UTILITY EASEMENTS CARRY A RIGHT -OF -ACCESS TO THE CITY CF NEW BERN.
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 DAMS WHEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE FOOT.
5. SEDIMENT SHALL BE REMOVED FROM THE STORMWATER
DETENTION 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.
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
PROJECT LAND DISTURBING LIMITS:
THE LAND DISTURBING LIMITS FOR THIS PROJECT SHALL BE AS INDICATED.
THIS MAXIMUM DISTURBED AREA FOR THIS PROJECT IS 15.0 ACRES.
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. INSTALL STORMWATER DETENTION POND.
6. INSTALL & FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS.
7. INSTALL SITE IMPROVEMENTS
8. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANFNT VEGETATION
9. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
\ n
PROPOSED WETLANDS IMPACT AREA
c 51
366.71 SQ. FT. (0.123 ACRES t)
S86'3o'00"W 343.06'
cs
1001 1FLooD L11W
(© I 9,908S3 AC F\ // I I I III I I g OND 2
1 72 SF 0.231 # /
0.42 AC sy - I ® cry `c. S o 11,250 / 250 SF
}� p � 0 110.26 AC Y ,250 SF q 0.26 ACSF Q
- . d
`� 11,250 SF mot `� �t 2 h ,11
11,926 SF 0.26 AC , i. 0.26 AC 1 $ I I I • "
m o.v AC
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13®,545 SF �0°�G C,�-- ���_75.00,---
L 0.31 AC 75.00 75.00'
---- ___--- _--
:� � � .._ - - - - - �ISFi-SQIJ(lF' - - _ ._ _I� _`
N86'30'00"E .' - w - _ - -- -
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245.2T 1765.41' Total ',., ��� - �ES�-- J --- - --�M- / S 86-3000" W - - - - M
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Air
Sellhorn-Scheper, LLC
D. B. 2192, Pg. 1034
A PRELIMINARY SITE PLAN
C1 C1 SCALE 1"=60'
S
CURVE TABLE
CURVE
CH BEARING
LENGTH
RADIUS
C1
N26'00'31"W
13.70
255.00
C2
N30'50'12"W
29.27
255.00
C3
N38'57'11"W
42.98
255.00
C4
S37'25'08"E
5.55
25.00
C5
S13'19'26"E
15.47
25.00
C6
N37'47'44"W
73.66
50.00
C7
S64'45'58"W
61.50
50.00
C8
S0542'10"E
61.50
50.00
C9
S66'27'14"E
44.54
50.00
C10
N67'52'33"W
21.03
25.00
C11
N38'52'09"W
35.15
205.00
C12
N29'29'00"W
32.02
1 205.00
NO.1 DESCRIPTION I BY I DATE
Revisions
POSTAL ENUMERATIONS 1
flnT Annaa�e
2 503 EMMA LANE
3 505 EMMA LANE
4 507 EMMA LANE
5 521 MARLEY COURT
6 523 MARLEY COURT
7 525 MARLEY COURT
8 527 MARLEY COURT
9 529 MARLEY COURT
10 531 MARLEY COURT
it 533 MARLEY COURT
12 535 MARLEY COURT
13 537 MARLEY COURT
14 530 MARLEY COURT
15 528 MARLEY COURT
16 526 MARLEY COURT
17 524 MARLEY COURT
18 522 MARLEY COURT
19 520 MARLEY COURT
20 541 EMMA LANE
21 543 EMMA LANE
22 600 WENDY LANE
23 602 WENDY LANE
24 604 WENDY LANE
25 606 WENDY LANE
26 608 WENDY LANE
27 610 WENDY LANE
28 612 WENDY LANE
29 ??
30 ??
32
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33
"' SELLHORN
BOULEVARD
34
700
LLOYD
COURT
35
702
LLOYD
COURT
36
704
LLOYD
COURT
37
703
LLOYD
COURT
38
701
LLOYD
COURT
39
706
EMMA
LANE
40
704
EMMA
LANE
41
702
EMMA
LANE
42
700
EMMA
LANE
43
620
KATE
CIRCLE
44
622
KATE
CIRCLE
45
624
KATE
CIRCLE
46
626
KATE
CIRCLE
47
627
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CIRCLE
48
625
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CIRCLE
49
623
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CIRCLE
50
621
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CIRCLE
51
510
DAWN
COURT
52
512
DAWN
COURT
53
514
DAWN
COURT
54
516
DAWN
COURT
55
518
DAWN
COURT
56
519
DAWN
COURT
57
517
DAWN
COURT
58
515
DAWN
COURT
59
513
DAWN
COURT
60
511
DAWN
COURT
7
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15. 0' N8630'01i 6200' T.
15 0' N863601'E 62.00 OT. ,
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9 (TOT.) ` 30'Ot"11 62.00' (10T.) � 450" 4 u
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APPROVED
NORTH CA NA ENVIR IEN1AL
PtFC VED MANAGEMENT COMMISSION
DIVISION CIP )iVATER QUALI T
2007
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TOTAL LENGTH OF STREET - 2,605 LF
PROPOSED WETLANDS IMPACT AREA
5,366.71 SQ. FT. (0.123 ACRES t)
10+00
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INSTALL 48" VALLEY GUTTER ___________________ ----- ----- "-^---
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Sellhorn—Scheyer, LLC
D.B. 2192, Pg. 1034
A HORIZONTAL ROAD ALIGNMENT
C1 C1 SCALE 1"=60'
/ Q
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MARLEY
A. 3+42.73 E
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NO.1 DESCRIPTION I BY I DATE
Revisions
LEGEND
—S— SEWER LINE
NOTES:
—W— WATER LINE
RCP REINFORCED CONCRETE PIPE
—D— STORM DRAIN
+270 PROPOSED SPOT ELEVATION (GRADE
1. SEE DETAILS A, B & E, SHEET CIO FOR TYPICAL ROAD DETAILS.
EVENLY BETWEEN SPOT ELEVATIONS)
2.SEE DETAIL C, SHEET C7 FOR NEW PAVEMENT SECTION.
cx::� SILT FENCE
c��
SEDIMENT TRAP L o
3.SEE DETAIL D, SHEET C7 FOR SIDEWALK CONSTRUCTION.
cz c1
✓ DROP INLET c2 c1 cz c1
4. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE
OUTLET PROTECTION
7
H
VALVE & VALVE BOX A
DETAIL M, SHEET C7,
c2 ct
C2 C1
5. SEE DETA L IT, SHEET C8 FOR TYPICAL TRENCH SECTION.
GRASS�DICATED
O PERMANENT 2" BLOWOFF 6
FIRE HYDRANT D 4" SEWER SERVICE F
SLOPE
c2 c1
tiYo c2 c1
C2 Cl
CHECK DAM K
1" WATER SERVICE C
THRUST BLOCK
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C2 Cl
C2 Cl
► OS PRECAST MANHOLE 0
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SOIL PROFILE
0"-12" - ORGANIC RICH TOPSOIL / ROOT MAT
12"-60" - TAN TO ORANGE SANDY CLAY
60"-72" - TAN SANDY CLAY BECOMING SANDIER WITH DEPTH
18' WIDE INVERTED
CROWN PAVEMENT
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.
1+ Ds j117 a+oo - - - - / 50 RC I - DSaz \50 Raw A �N sx� ����
1 7LF P
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/ 4 i 1
X/(4
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O � \ \ \ � �5 co / � i 120 1 'RCP � `�X
\II, / / I JI„ \ 5 2 15" CP\
Az
4 5LF 24" RC'
2 FES-- _
PLACE INVFRNRAL GRADE \ \
sl III
8 1 _ _ +
_ 10+00 DS 15 DS#7;
1 RELEASE FOR PERMITS JKA 2/5/07
NO. DESCRIPTION BY DATE
Revisions
DT9
110
0
N
►.
-
v
v
ji
.111, �- O � 6 GRAVEL CONTROL
- 6OLF 15 S 1 ENTRANCE C4 C1Q II
i
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SI T FENCE a
19 DS 3 _ -
C4 DS �oo� 2+00 1+00 -�
05LF 18` I 28LF 15" RCP -
28LF 18' RCP �� m END OF EXISTING
© J0� CURB & GUTTER
LF 224TRCP DS1 1
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� � / `/ � I '� `�� \I / � \ � i �y� - - - (- �•.-1 ' 5 ' RCP � ���r ho � + � �� -
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- 4 ND
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\ 2 28LF 12' DS#19
RCP �� / I _ - i I I ( I - J 24' RCP I 3
_.D 2
6_ - -1- J (40--- - - SEE ENLARGED VIEW, SHEET C8 I C4 C10
�I / / ® / / I I� I T _ - ----
{� O I / \ l - �� f - - - - - �' _ - _ - I I - - _L FES\ RCP
SEE ENLARGED VIEW_ SHEET C8
--
LEGEND -S- SEWER LINE
-W- WATER LINE RCP REINFORCED CONCRETE PIPE
D- STORM DRAIN +270 PROPOSED SPOT ELEVATION (GRADE
EVENLY BETWEEN SPOT ELEVATIONS)
SILT FENCE 0 { m SEDIMENT TRAP L 0
Ca ci �� DROP INLET C4 C1 ca C1
OUTLET PROTECTION H
ca c1
GRASS SWALE
SLOPE AS INDICATED C4 C1
® CHECK DAM K
c4 C1
A OVERALL SITE GRADING PLAN
C1 C1 SCALE 1"=60'
VALVE & VALVE BOX A
ca c1
O PERMANENT 2" BLOWOFF B
C4 C1
♦- 1" WATER SERVICE C
C4 C1
------_--__
--- \
GRAVEL CONTROL LEVEL FLOW
�i� �'� /% C4 C10 ENTRANCE SPREADER C4 C10
� it rill
i �r /
i� Sri i
NOTES:
1. SEE DETAILS A, B & E, SHEET C10 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.
FIRE HYDRANT 0 �. 4" SEWER SERVICE F
yY�t C4 CI C4 Ci
THRUST BLOCK O PRECAST MANHOLE C
C4 C1 C4 C1
DRAINAGE STRUCTURE SUMMARY
DS#
STATION
RIM
INVERT
REMARKS
1
0+33.61
10.0
6.7
CURB INLET
2
0+33.61
10.0
6.5
CURB INLET
3
0+26.20
9.7
6.4
CURB INLET
4
0+26.20
9.7
6.4
CURB INLET
5
1+53.81
9.3
5.7
CURB INLET
6
1+53.81
9.3
5.5
CURB INLET
7
1 7+30.15
1 8.5
4.8
CURB INLET
8
0+32.42
1 7.9
4.6
CURB INLET
9
1+50
1 7.1
CO
CURB INLET
10
2+50
1 6.4
3.7
CURB INLET
11
2+50
6.4
3.5
CURB INLET
12
4+00
5.4
2.7
CURB INLET
13
4+00
5.4
2.8
CURB INLET
14
7+62.57
8.2
5.1
CURB INLET
15
7+62.57
8.2
4.9
CURB INLET
16
13+50
7.0
4.8
CURB INLET
17
13+50
7.0
4.6
CURB INLET
18
1+63.15
8.0
6.3
CURB INLET
19
1+63.15
8.0
6.3
CURB INLET
20
-
7.9
5.1
DROP INLET
21
-
5.4
4.7
DROP INLET
WATER/SEWER CONFLICT LEGEND
NUMBER
NOTE
0
ROUTE NEW WATER AWN BELOW NEW STORM DRAIN, PROVIDE MIN. 24' VERTICAL SEPARATION
2Q
ROUTE NEW WATER AWN ABOVE NEW SEWER MAW. PROVIDE 18' MINIMUM VMWA SEPARATION.
NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER MAINS.
THE LAND DISTURBING LIMITS FOR THIS PROJECT SHALL BE AS FOLLOWS:
THE OVERALL PROPERTY BOUNDARY, WITH THE EXCEPTION OF THOSE
AREAS PROTECTED BY SILT FENCING AS INDICATED. NO WETLANDS OR
AREA WITHIN THE RIPARIAN BUFFER SHALL BE DISTURBED IN ANY
MANNER WITHOUT PROPER PERMITS. THE TOTAL DISTURBED AREA FOR
THIS PROJECT IS 15.0 ACRES.
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. INSTALL STORMWATER DETENTION 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.
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
A' NECESSARY AND MULCHED ACCORDING TO
SF=CIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
CC`,'ER.
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
DETENTION POND UPON COMPLETION OF CONSTRUCTION
AND PRIOR TO FINAL PLANTING.
N)TE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
TI-AN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
O HER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
4Y EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
O-HERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
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
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0
r
Vi
I
x
STA. 0+00 KATE CIRCLE 4OLF 8' PVC SEWER STUB 0/0.4% ' / / 45LF�(2 FEP O 6' VALVE STA. 14+179, E A 1
`STA. 12+00.82 WENDY LANE (1) 8" PVC CAP NATURAL E (1) THRUST BL TA. 0+ LANE /
P3) 6�CROS 40LF 6'.PVC WATER STUB itD 51
6 VALVE / MH !s t64at1f�8" PYC o t
�m
Ir PC 004XT
13+00
25LF 18" RCP NEW 6' PVC
1) FES WATER MAIN
o
• � 4
I%
©.�
2'
4:5 LINI
LEGEND
_S- SEWER LINE
NOTES:
-W- WATER LINE
RCP REINFORCED CONCRETE PIPE
1. SEE
DETAILS A, B & E, SHEET
C10 FOR TYPICAL ROAD DETAILS.
-D- STORM DRAIN
+6.0 PROPOSED SPOT ELEVATION (GRADE
EVENLY BETWEEN SPOT ELEVATIONS)
2. SEE
DETAIL C, SHEET CIO FOR
NEW PAVEMENT SECTION.
SILT FENCE G
SEDIMENT TRAP L o
3. SEE
DETAIL D, SHEET CIO FOR
SIDEWALK CONSTRUCTION.
cs
c1
DROP INLET cs
cl cs
1
4. REVEGETATE
ALL DISTURBED AREAS
IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
H
VALVE It VALVE BOX A
DETAIL
M, SHEET CIO.
OUTLET PROTECTION
H cs
c1
5. SEE
FOR
TYPICAL
cs
c1
DETAIL H, SHEET C11
TRENCH SECTION.
GRASS SWALE I
O PERMANENT 2" BLOWOFF B
FIRE HYDRANT 0
4" SEWER SERVICE ;C1
SLOPE AS INDICATED C5
1
C5
C1
yro
C5
CI
C
® CHECK DAM
1" WATER SERVICE C5GC1
,
THRUST BLOCK E
O PRECAST MANHOLE G
CS
1
C5
Ct
C5
CI
A PLAN - EMMA LANE
C5 C5 HORIZONTAL: 1"=50'
14
12
TO
tM
10
8
6
4
2
0
-2
-4
6
-8
-10
C0
^
. nn nn, vn
WATER/SEWER CONFLICT LEGEND
NUMBER
NOTE
1Q
ROUIE NEW WATER MAIN BELOW NEW STORM DRAIN, PROVIDE MIN. 24" VIEWAL SEPARATION
121
ROIJIE NEW WATER MAIN ABOVE NEW SEWER MAW. PROVIDE 19" MWI IM VERTICAL SEPARATION
NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER MAINS.
Tc nn' vn 1c n
MANHOLE ID
RIM
INV. IN
INV. OUI
REMARKS
MHj'1
6.0
-3.12
-
EXISTING MANHOLE
MH
12
5.8
-2.55
-2.54
-
MH#3
6.7
-1.96
-1.95
-
MH
4
7.2
-1.64
-1.65
-
MH
5
8.5
-1.10 MH6, 0.00 MH10
-1.11
-
MH
6
8.0
-0.19
-0.20
-
MH
7
7.7
0.70 MH8,9,STU8
0.69
-
M11
8
7.6
-
1.66
-
MH
9
8.5
-
1.07
-
MH
10
9.9
1.65
1.64
-
MH 11
10.2
2.82
2.81
-
MH 12
10.1
4.20 MH13,14,15
4.19
-
MH 13
11.0
-
5.60
-
MH 14
10.5
-
5.00
-
MH 15
10.3
-
4.53
-
MH 16
8.3t
0.95 MH17
0.94
BUILT -OVER MANHOLE
MH 17
T9
1.40-
MH 18
1 8.0
-
1.85
20 END:
LINE BLOW-1OFF
10
:. D
0+00 DAWN 01
0+00 MARLE COURT +
, 42.73 EMMA LANE
15` RCP (1 6" CROSS
(3 6" VALW
-NEW 6' PVC
WATER MAIN / O
� / 4
DRAINAGE STRUCTURE SUMMARY
DS#
STATION
RIM
INVERT
REMARKS
1
0+33.61
10.0
6.7
CURB INLET
2
0+33.61
10.0
6.5
CURB INLET
3
0+26.20
9.7
6.4
CURB INLET
4
0+26.20
9.7
6.4
CURB INLET
5
1+53.81
9.3
5.7
CURB INLET
6
1+53.81
9.3
5.5
CURB INLET
7
7+30.15
8.5
4.8
CURB INLET
8
0+32.42
7.9
4.6
CURB INLET
9
1+50
7.1
4.0
CURB INLET
10
2+50
1 6.4
3.7
CURB INLET
11
2+50
6.4
3.5
CURB INLET
12
1 4+00
5.4
2.7
CURB INLET
13
4+00
5.4
2.8
CURB INLET
14
7+62.57
8.2
5.1
CURB INLET
15
7+62.57
8.2
4.9
CURB INLET
16
13+50
7.0
4.8
CURB INLET
17
13+50
7.0
4.6
CURB INLET
18
1+63,15
1 8.0
6.3
CURB INLET
19
1+63.15
1 8.0
6.3
CURB INLET
20
-
1 7.9
5.1
DROP INLET
21
-
5.4
4.7
DROP INLET
Q_ 0
NO.1 DESCRIPTION BY DA
Revisions
Lot
Lot 399
y
Lot 398
GRAVEL CONTROL F
ENTRANCE C4 CIO
� 1
STA. 0+00 EMMA LAN
D C/L INT. CONNER GRANT D
-EXISTING-6"-
--- WATM-MAIN �l
�.1 +00 vy„
_ � I
(2) 45' ELBOW
(2) THRUST BLOCKING�I
n
EW 6' PVC
WATER MAIN
I ..k -zn-7
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
o
o+
`
Gi
m
•.iv.v.i .v
o
..,
^ o
w
m
.v.vv .v
.v.vV •v
o
+
^ +
vi
m
,VV.VV YV
u rn
o +
w o
m m
iUU,VU rL
0
a o
w vi
m w
IUU.0U VC
r7
m
LOW POINT ELEV = 7.3
LOW POINT STA = 13+45.72 0
a PVI STA = 13+50 0
PVI ELEV = 7.2
I:.i A.D. = 0.78 Gi
K= 128.02 m
HIGH POINT ELEV = 8.3
HIGH POINT STA = 10+26.74
PVI STA = 10+00 -
r,.;
W L = 8.4
.6 A.D. _ -2.49 �'
K=30.11
LOW POINT ELEV = 7.1
LOW POINT STA = 9+11.44
PVI STA = 9+25
a PVI ELEV = 6.9
^ A.D. = 3.13 °�
K=23.94
HIGH POINT ELEV = 10.5
HIGH STA 5+502245 0o
o +
PVI ELEV = 10.6 n
Li; A.D. _ -1.29 N
m K=77.55 m
LOW POINT ELEV = ICA
LOW POINT STA = 3+64.23
PVI STA = 3+42.73 rn
o PVI ELEV = 10.0 �:
w A.D. = 1.02 6i
m K=98.44 m
HIGH POINT ELEV = 11.3
HIGH POINT STA = 1+21M
0
o PVI STA = 1+50 o
PVI ELEV = 11.4 ±
W A.D. _ -0.93
w K= 107.94 m
-
---
-XI STING
ATER-MA1NSfill
-
-
- --
!6" PVC
--
I
-
-
- --
-
- --
- - -
-
-
-
-- -
---
2' BID
OF-
-OFF
-
-
--
---
-
- -
--
- -
-
-
-
NATURAL
_-IN
VIER
GRIDE
-
"
--"T
- -
-
-
E BLOW
-
-
INISH GRADE
--
--
--
-
E
_ �_
- -
--
-
-
-
-
-
-
-
----
----
--- -
-----
--
-
-
--
---
_ _
-
-
- 15
-
- -
-
-
-
TER MAI
- -
2
- -
- -
- -
-
-- -
2
.4
8
-.
_.
- -
---
--_
-.
-
I
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00
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N mM
O 0D0
O
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inn .znn .nnn r. inn .nAn
ITTVV IJI VV
STA. 14+67.94 EMMA LANE
C/L CUL-DE-SAC B PROFILE - EMMA LANE
C/L MH #8 1
C5 C5 HORIZONTAL: 1"=50'
STA 14+41.94 VERTICAL: 1"=5'
STA. 12+00.82 EMMA LANE
STA. 0+00 KATE CIRCLE
C/L MH 17
IVTVV
C/L MH 16
STA. 9+80.00
OTVV /+UU
STA. 7+62.57 EMMA LANE
STA. 0+00 WENDY LANE
C/L MH #5
STA 7+54.82
OtUU
C/L MH if 10
STA 5+91.00
Jtoo
4+UU 5+00
STA. 3+42.73 EMMA LANE
C/L MH i11 STA. 0+00 MARLEY COURT (LEFT)
STA. 0+00 DAWN COURT (RIGHT)
STA. 4+80.00 C/L MH 112
14
12
10
8
-EXISTING 6" PVC
6WATER MAIN
EXISTING SEWER MAIN
2
0
-2
-4
-6
-8
DATUM ELEV
-10.0
2+00 1+00 0+00
STA. 0+00 EMMA LANE
C/L MH 113 C/L INT. CONNER GRANT
STA. 2+00.00
(A 4R0�i�i
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SEAL
5738 FB
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0603P

I RELEASE FOR PERMITS I JKA I 2
LEGEND
-S- SEWER LINE
NOTES:
-W- WATER LINE
RCP REINFORCED CONCRETE PIPE
1. SEE
DETAILS A, B & E, SHEET
CIO FOR TYPICAL ROAD DETAILS.
-D- STORM DRAIN
+27 p PROPOSED SPOT ELEVATION (GRADE
2. SEE
DETAIL C, SHEET C10 FOR
NEW PAVEMENT SECTION.
EVENLY BETWEEN SPOT ELEVATIONS)
3. SEE
DETAIL D, SHEET CIO FOR
SIDEWALK CONSTRUCTION.
CODSILT FENCE G
SEDIMENT TRAP L o
cs
1
DROP INLET cs
1 C6
C1
4. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
VALVE & VALVE BOX A
DETAIL
M, SHEET CIO.
OUTLET PROTECTION H
C6 Clc6
4
N
c1
5. SEE
DETAIL H, SHEET C11 FOR
TYPICAL TRENCH SECTION.
GRASS SWALE I
O PERMANENT 2" BLOWOFF e
FIRE HYDRANT 0
4" SEWER SERVICE E
SLOPE AS INDICATED C6
1
C6
CI
by0
C6
Ct
C6
C1
CHECK DAM
1" WATER SERVICE c6CC1
THRUST BLOCK E
S PRECAST MANHOLE 0
O
® C6
C1
C6
C1
C6
C1
PG GSL. 5-H
.
,1 _1
rm-1
e 120LF 18" RCP Q
271LF 15" Pam-
7 _ H 14 sEwER
0.4%oo+Z
14 67.94 MLA BEE 15:
,TA. 0+00 WAIDY LA E
(1) 6'x6" TEE MH
(2) 6* VALVE
(1) THRUST BLOCKING
28 15
I
�o.
_ r
_, �' 1 Yam" 1 ' � ` ```� � !lu^• ��� ��,
A PLAN - WENDY LANE
C6 C6 HORIZONTAL: 1"=50'
DATUM ELEV
-10.0
STORMWATER DETENTION POND #2
SEE ENLARGED VIEW, SHEET C8
GRAVEL
GRAVEL CONTROL F
w \ \ ENTRANCE C4 Ci
\ EXISTING 6" PVC
\\ WATER MAIN STUB
(2 45ELBOW \+
2) THRUST BLOCK G\\ EXISTING 6' PVC
J1� WATER MAIN
GRAVEL CONTROL F
ENTRANCE C4 C10
WATER/SEWER CONFLICT LEGEND
NUMBER
NOTE
Q
ROUTE NEW WATER MAW BELOW NEW STORM WAN, PRNMDE TUN. 24• VETTRCAL SEPARATION
2Q
ROUTE NEW WATER MAN ABOVE NEW SEWER MAW. PROADE MN" 18• VERTUAL SEPARATION.
NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER MAINS.
narrrv�r.
o
+
"
&i
m
o,
vi
di
w
LOW POINT ELEV = 5.7
LOW POINT STA = 4+18.15
o PVI STA = 4+00 +
PVI ELEV = 5.6 �a
U A.D. = 1.05
C-)
co K = 94.99 w
0
-
- - --
6
4
2
-
-
__
-
---
- -0.
2%
-
----
E1NlSH
----
-
GRADE
CP
87
24" R
P
-.
- -
-
----
---
T4%
-
-
__
- _
-A-
-
28
24" R
P
8
1�' _
-
WATER
-6'-
MAI
--
-
-
- - --
- -
NEW
WA
6' PVC
_C PV
WATER
MAIN STU
--
-
O
O�
UJ
Nr
co
r7M
Cq
0
C
0+00 1+00 2+00
STA. 0+00 WENDY LANE
STA. 7+62,57 EMMA LANE C/L MH #4
C/L MH #5 (7.75' LEFT)
STA. 1+50.00
PROFILE WENDY LANE
C/L MH #3
STA. 2+25.62
3+00
4+00
C/L MH #2
STA 3+76.84
5+00
MANHOLEAR
MANHOLE ID
RIM
INV. IN
INV. OUT
REMARKS
MH#1
6.0
-3.12
-
EXISTING MANHOLE
MH 2
5.8
-2.55
-2.54
-
MH#3
6.7
-1.96
-1.95
-
MH 4
7.2
-1.64
-1.65
-
MH 5
8.5
-1.10 MH6 , 0.00 MH10
-1.11
-
MH 6
8.0
-0.19
-0.20
-
7.7
0.70 MH8,9,STU6
0.69
-
7.6
-
1.66
-
8.5
-
1.07
-
RMH
9.9
1.65
1.64
-
10.2
2.82
2.81
-
10.1
4.20 MH13,14,15
4.19
-
MH 13
11.0
-
5.60
-
MH 14
10.5
-
5.00
-
MH 15
10.3
-
4.53
-
MH 16
8.3+
0.95 MH17
0.94
BUILT -OVER MANHOLE
MH 17
7.9
1.40
1.39
-
MH 18
8.0
-
1.85
-
\j
O
C PLAN - MARLEY COURT
�C6 HORIZONTAL: 1"=50'
10
8
4
EXISTING 6" PVC
WATER MAIN
0
2
-4
-6
-8
-10
o
N
w
14
NM 2' END OF7 12
10-
8
6
4
2-
-2
-4
-5
100.00' Vc
m
w
m
LOW POINT ELEV = 9.6
LOW POINT STA = 1+37.82
PVI STA = 1 +50 0
m PVI ELEV = 9.4 ±
w A.D. = 1.29 J
w K= 77.72 m
- -
28LF
15T
-
--
-
-.
-
-
-
_-
2+00 1+00
STA. 5+22.23 WENDY LANE
STA. 2+00.00 MARLEY COURT
C/L INT. EXISTING GRAVEL RD. C/L CUL-DE-SAC
C/L MH #1 C/L MH 114
D 1PROFILE - MARLEY COURT
C6 C6 HORIZONTAL: 1"=50'
VERTICAL: 1 "=5'
- DAWN COURT (RICH
Irrq;l
U
ILF lj
K�CP
128LF 18"
14
12
10
4
2
0
-2
DATUM ELEV
DRAINAGE STRUCTURE SUMMARY
DS
STATION
RIM
INVERT
REMARKS
1
0+33.61
10.0
6.7
_
INLET
2
0+33.61
10.0
6.5
_CURB
CURB INLET
3
0+26.20
9.7
6.4
CURB INLET
4
0+26.20
9.7
6.4
INLET
5
1+53.81
9.3
5.7
__CURB
CURB INLET
6
1+53.81
9.3
5.5
CURB INLET
7
7+30.15
8.5
4.8
CURB INLET
8
0+32.42
7.9
4.6
CURB INLET
9
1+50
7.1
4.0
CURB INLET
10
2+50
6.4
3.7
CURB INLET
11
2+50
6.4
3.5
CURB INLET
12
4+00
5.4
2.7
CURB INLET
13
4+00
5.4
2.8
CURB INLET
14
7+62.57
8.2
5.1
CURB INLET
15
7+62.57
8.2
4.9
INLET
16
13+50
7.0
4.8
_CURB
CURB INLET
17
13+50
7.0
4.6
INLET
18
1+63.15
8.0
6.3
_CURB
CURB INLET
19
1+63.15
8.0
6.3
CURB INLET
20
-
T9
_
5.1
DROP INLET
21
1 -
5.4
_
L7
DROP INLET
0+00
STA. 0+00.00 MARLEY COURT (LE
STA. 0+00 DAWN COURT (RIGHT)
STA. 3+42.73 EMMA LANE
C/L MH #12
T
(1) 6" CROSS
(3) 6" VALVE o
NEW 6" PVC 4
WATER MAIN
STA. 0+
STA. 0+
STA. 3+
14
12
10
8
2g
4
2
0
-2
DATt ,V BLEW
CC
NO.1 DESCRIPTION BY DATE
Revisions
/L CUL-DE-SA\OF
I\3
2" EN
LINE BLOW -Off
'o
QIRT
VE
III
.
9�
0+00
STA. 0+00.00 DAWN COURT (RIGHT)
STA. 0+00 MARLEY COUR_ (LEFT)
STA. 3+42.73 EMAA LANE
C/LMH #12
50
14
WW END
12
LK BDN--oar
10
8
g
NEW 6• PVC
WATER MAIN
4
2
0
-2
-4
0+82.73
STA. 0+82.73 DAWN COURT
C/L CUL-DE-SAC
C/L MH #15
GRAPHIC SCALE
0 25 50 100
200
15738
J
a L,
�ooLn
. NCO
I
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w z N
tr Ln
w N
W M
w QS?�:x
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Ln
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Ln
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p4
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Q
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O
Z
cf)
a
a
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w
C6 C6 HORIZONTAL: 1"=50'
VERTICAL: 1"=5'
( IN FEET)
1 inch = 50 ft.
06038.DWG

7
REMOVE EXISTING CURB & GUTTER,
INSTALL 48" VALLEY
GUTTER
4OLF 8' PVC SEWER STUB 00.4%
(1) 8' PVC CAP
12+00.82
(1) 6' CR
(3(1)•G
(1) THRUST BLOC
A PLAN - KATE CIRCLE
C7 C7 HORIZONTAL: 1"=50'
1
e
#7
LEGEND -S- SEWER LINE
NOTES:
-W- WATER LINE RCP REINFORCED CONCRETE PIPE 1. SEE DETAILS A, B & E, SHEET C10 FOR TYPICAL ROAD DETAILS.
- D- STORM DRAIN +27 0 PROPOSED SPOT ELEVATION (GRADE 2. SEE DETAIL C, SHEET CIO FOR NEW PAVEMENT SECTION.
EVENLY BETWEEN SPOT ELEVATIONS)
SILT FENCE C sue; SEDIMENT TRAP L 0 3.SEE DETAIL D, SHEET CIO FOR SIDEWALK CONSTRUCTION.
DROP IN C7 Cl C7 1 4. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
VALVE & VALVE BOX A
DETAIL
M, SHEET CIO.
OUTLET PROTECTION H
r',
c7 c1
5. SEE
DETAIL H, SHEET C11
FOR
TYPICAL TRENCH SECTION.
c7 c1
GRASS SWALE I
O PERMANENT 2" BLOWOFF a
FIRE HYDRANT
D
4" SEWER SERVICE
F
SLOPE AS INDICATED C7 1
C7 C1
yro
C7 C1
C7 Ct
CHECK DAM K
� 1" WATER SERVICE C7CC1
THRUST BLOCK
E
S PRECAST MANHOLE
IS
C
® C7 C1
C7 C1
C7 C1
14
12
10
2
0
-2
DATUM ELEV4
a
a
O 7 ,1 PG, G. SL 5-H
END OF 1
$ SENFR o I 9 LINE BLOW-L)FF YI
A1 / { 5:1 VEGETATED SWALE I � .I C4 C10
NEW 6'
WATER MAIN d- I
C/L CUL-DE-_SAC `
i
5.0 I /
STORMWATER DETENTION POND #3
SEE ENLARGED VIEW, SHEET C9
TING GRADE
DE _
-
EXI
-
_INIS
--
EW 6'06
w
0+00
STA. 0+00 KATE CIRCLE
STA. 12+00.82 EMMA LANE
C/L MH #7
PROFILE - KATE CIRCLE
r
0+92.11
N91' P 00 OF
DIE BM -OFT
STA. 0+92.11 KATE CIRCLE
C/L DUL-DE-SAC
C/L MH #9
WATER/SEWER CONFLICT LEGEND
NUMBER
NOTE
10
OR NEW WATER MAIN BELOW NEW STORM DRNN, PROVIDE MIN. 24' VERNGL SEPARATION
2Q
ROUTE NEW WATER MAIN ABOVE NEW SEWER MAW. PROVIDE 18' MWNA1 VERIIfJIL SEPARATION
NOTE: MAINTAIN MINIMUM 10' HORIZONTAL SEPARATION BETWEEN WATER & SEWER MAINS.
DRAINAGE STRUCTURE SUMMARY
DS#
STATION
RIM
INVERT
REMARKS
1
0+33.61
10.0
6.7
CURB INLET
2
0+33.61
10.0
6.5
CURB INLET
3
0+26.20
9.7
6.4
CURB INLET
4
0+26.20
9.7
6.4
CURB INLET
5
1+53.81
9.3
5.7
CURB INLET
6
1+53.81
9.3
5.5
CURB INLET
7
7+30.15
8.5
4.8
CURB INLET
8
0+32.42
7.9
4.6
CURB INLET
9
1+50
7.1
CO
CURB INLET
10
2+50
6.4
3.7
CURB INLET
11
2+50
6.4
3.5
CURB INLET
12
4+00
5.4
2.7
CURB INLET
13
4+00
5.4
2.8
CURB INLET
14
7+62.57
8.2
5.1
CURB INLET
15
7+62.57
8.2
4.9
CURB INLET
16
13+501
7.0
4.8
CURB INLET
17
13+50
7.0
4.6
CURB INLET
18
1+63.15
8.0
6.3
CURB INLET
19
1+63.15
8.0
6.3
CURB INLET
20
-
7.9
5.1
DROP INLET
21
-
5.4
4.7
DROP INLET
MANHOLE SUMMARYBILE
MANHOLE ID
RIM
INV. IN
INV. OUT
REMARKS
MH#1
6.0
-3.12
-
EXISTING MANHOLE
MH#2
5.8
-2.55
-2.54
-
MH#3
6.7
-1.96
-1.95
-
MH 4
7.2
-1.64
-1.65
-
MH 5
8.5
-1.10 MH6 , 0.00 MH10
-1.11
-
MH 6
8.0
-0.19
-0.20
-
MH 7
7.7
0.70 MH8,9,STU8
0.69
-
MH 8
7.6
-
1.66
-
MH 9
8.5
-
1.07
-
9.9
1.65
1.64
-
10.2
2.82
2.81
-
10.1
4.20 MH13,14,15
4.19
-
11.0
5.60
-
H 14
10.5
-
5.00
10.3
4.53
8.3t
0.95 MH17
0.94
R MANHOLE
BUILT -OVER
MH 17
7.9
1.40
1.39
-
MH 18
8.0
-
1.85
-
1 RELEASE FOR PERMITS JKA 2/5/(
NO. DESCRIPTION BY DATE
Revisions
I' O
L _ .
/ J STA. �j 3. 4 LLOt OURT
STA. 0+00 LLOYD COURT I I I _ _ - - C L (UL-DE-SAC
o /
C/L INT. GRAVEL ROAD 20 END OF I
18 I LINE BLOW-0
1 6- TAPPING SADDLE & VALVE I' 1 41 I ft o D. 2)12 RAP SEw� DAT�o+Z MH j18
() MH (1) THRUST BLOCKING 1 / I i MH 1 t3.N1E \'Q
I
C11 c3 UTILITY BORE / t,
NEW
EXISTING 8' SEWER / 7 / V /�` WATER (MAIN
i�7 7 IF
�112}O�FES5'RCP',
5
INV.=-1.44 (VERIFY)
INV.= 0
A _ PLAN - LLOYD COURT
5:1 VEGETATED SWALE
C7 C7 HORIZONTAL: 1"=50' C4 Ci
75.00' VC
LOW POINT ELFV = 8.0
LOW POINT STA = 2+00.65 0
+ PVI STA = 1+63.15 o
PVI ELEV = 8.0 � C6
vi i,3 A.D. - 0.7227 vi i,3
m m K = 232 4177
14 - - - - 14
12 - - - -- - - 12
`u�11iE ea-T
10 FINISH GRADE XISTING GPADE 10
-0327 - -
-._ 8
- 28LF
6 - ( 2. RCP �_ . 6
EXISTING 6" PVC
WATER MAIN 4 - - EW 60 P, 0 - - 4
2 -- .4t 4 4 . - 2
-2 - -2
-4 - - -- _4
DATUM ELEV
-5.0
PROFILE - LLOYD COURT
1 1 II 111
it II 1 II 1
INV.=-0.60 (VERIFY)'I I ii w
I I II I
I I I II I
I I II
� II
i I � I ICI
0+00 1+00
C/L MH 116 1 C/L MH 117
STA.-0+10.82 STA. 0+00 LLOYD COURT STA. 1+00.00
C/L INT. EXISTING GRAVEL ROAD
m
STA. 2+13.64 LLOYD COI
C/L CUL-DE-SAC
C/L MH 118
GRAPHIC SCALE
50 0 25 50 100
200
SEAL
15738
cc
CID
O (�
CO w
O E� U)
O ..
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N to
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Z r�
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N Li Z N
EC Ln
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W X
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_0
0 X
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0
w
E-" d
O W
� � 0
Q E
� Z O
C 7
C7 C7 HORIZONTAL: 1"=50'
VERTICAL: 1 "=5'
HORIZONTAL: 1"=50'
C7 C7
VERTICAL: 1"=5'
( IN FEET )
1 inch = 50 ft.
06038.DWG

7S `.._`� �� IL ., :':.G•.�.. i ..I .. a,�..: ., ..... .: : _:� . ....,. i .,. LL. '<: ;r; 1.: t�.,i .�.a, fa ll Ai rVi:;,:l �_�-1.
F
DS121 , 16
32LF 2(RCP
1) FES 0 /
Co / 5:1 VEGETATED S
Z76LF 24' RCP
IDS/20 \ 73LF 24' RCP
/ \ \ 6.0
�z�15
5.0
FOREBAY a_
3
I TEMPORARY POOL 6.1 TEMPORARY POOL = 6.0
=
cy� - -
V� / 'I / w �BOTfOWILEVATION =(9.0\
BOTTOM ELEVIAaN_ _) 0.0 ti PERMANENT POOL ELEVATION 5.0
/ PERMANENT OXL ELEVATION = 5.0 _ PERMANENT POOL AREA - 10,3�0 SF
PERMANENT POOL AREA = 8,373 SF TEMPORARY POOL ELEVATION = 0
�. TEMPORARY POOL ELEVATION = 6.1 TEMPORARY POOL AREA = 11,884 SF
1 TEMPORARY POOL AREA = 10,290 SF
rin
�.� �- 's.
4.0 R1
NV.=4.5 OUTLET STRUCTURE
B ENLARGED VIEW - STORMWATER POND #1
C4 C8 SCALE: 1"=20'
DRAINAGE STRUCTURE SUMMARY
DS#
STATION
RIM
INVERT
REMARKS
1
0+33.61
10.0
6.7
CURB INLET
2
0+33.61
10.0
6.5
CURB INLET
3
0+26.20
9.7
6.4
CURB INLET
4
0+26.20
9.7
6.4
CURB INLET
5
1+53.81
9.3
5.7
CURB INLET
6
1+53.81
9.3
5.5
CURB INLET
7
7+30.15
8.5
4.8
CURB INLET
8
0+32.42
7.9
4.6
CURB INLET
9
1+50
7.1
4.0
CURB INLET
10
2+50
6.4
3.7
CURB INLET
11
2+50
6.4
3.5
CURB INLET
12
4+00
5.4
2.7
CURB INLET
13
4+00
5.4
2.8
CURB INLET
14
7+62.57
8.2
5.1
CURB INLET
15
7+62.57
8.2
4.9
CURB INLET
16
13+50
7.0
4.8
CURB INLET
17
1 13+50
7.0
4.6
CURB INLET
18
1+63.15
8.0
6.3
CURB INLET
19
1+63.15
8.0
6.3
CURB INLET
20
-
7.9
5.1
DROP INLET
21
-
5.4
4.7
DROP INLET
0.0'
PROJECT LAND DISTURBING LIMITS:
THE LAND DISTURBING LIMITS FOR THIS PROJECT SHALL BE AS FOLLOWS:
THE OVERALL PROPERTY BOUNDARY, WITH THE EXCEPTION OF THOSE
AREAS PROTECTED BY SILT FENCING AS INDICATED. NO WETLANDS OR
AREA WITHIN THE RIPARIAN BUFFER SHALL BE DISTURBED IN ANY
MANNER WITHOUT PROPER PERMITS. THE TOTAL DISTURBED AREA FOR
THIS PROJECT IS 15.0 ACRES.
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. INSTALL STORMWATER DETENTION 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.
TEMPORARY POOL ELEVATION = 6.1' SAFETY LEDGE
55LF 24' RCP
(1) FES
24"
-
--_____= F)T
OUTLET STRUCTURE 2
C ENLARGED VIEW - STORMWATER POND #2 Cfi C8
C4 C8 SCALE: 1"=20'
LEGEND
-S- SEWER LINE
NOTES:
-W- WATER LINE
RCP REINFORCED CONCRETE PIPE
1. SEE
DETAILS A, B & E, SHEET
C10 FOR TYPICAL ROAD DETAILS.
-D- STORM DRAIN
+5.0 PROPOSED SPOT ELEVATION (GRADE
2. SEE
DETAIL C, SHEET C10 FOR
NEW PAVEMENT SECTION.
EVENLY BETWEEN SPOT ELEVATIONS)
3. SEE
DETAIL D, SHEET CIO FOR
SIDEWALK CONSTRUCTION.
SILT FENCE O
SEDIMENT TRAP L D
cat
DROP INLET ! e I Cs 1
4. REVEGETATE ALL DISTURBED AREAS
IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
VALVE & VALVE BOX A
DETAIL
M, SHEET C10.
OUTLET PROTECTION R
®
H ca c1
5. SEE
DETAIL H, SHEET C11 FOR
TYPICAL TRENCH SECTION.
c8 ct
Q PERMANENT 2" BLOWOFF
WISYC
FIRE HYDRANT
�_ 4" SEWER SERVICE
SLOPE AS INDICATED C81 I
C8 0t
CS C1
CBFCt
CHECK DAM
41- 1" WATER SERVICE CeCC1
►
THRUST BLOCK @c8cl
O PRECAST MANHOLE 6
®
4
c8 c1
PROVIDE PLANTINGS SPECIFIED AROUND
FULL POND PERIMETER (10 FOOT STRIP) PERIMETER SHELF PLANTING LIST
5 _ _ELEVATION=4.0'
ELEVATION=4.0' - - - - PERMANENT EOOE ELEVATEON _ 5.0 qtpp Tt
-J 1 1 L POND BOTTOM ELEVATION= 0.0' _� 1 10
2 2
POND #1
- - - - ELEVATION=4.0'
I
FOREBAY ELEVATION= 0.0' - 2 1
STORMWATER DETENTION POND CROSS SECTION
C8 C8 NOT TO SCALE
2 10'
TEMPORARY POOL ELEVATION = 6.1' SAFETY LEDGE
5 _ _ELEVATION=4.0'
_ _
PERMANENT POOL ELEVATION -
r
1 L_ POND BOTTOM ELEVATION= O.O' 1
2
POND #2
ELEVATION=5.0'
4
PROVIDE PLANTINGS SPECIFIED AROUND
FULL POND PERIMETER (10 FOOT STRIP)
REFERENCE: COASTAL PLAIN CONSERVATION NURSERY, INC.
3067 COMMERCE DRIVE
EDENTON, NC 27932
[phone]
ELEVA1I0N=5.0'
� 1
4
10
0'
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. DISTRWff SPECIES EVENLY
a
I
I
I
I
I
i
II ------------J
II -------------
L----------------- J
PLAN
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.
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 DAMS WHEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE FOOT.
5. SEDIMENT SHALL BE REMOVED FROM THE STORMWATER
DETENTION 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.
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
TOP
OF
RISER/CREST
= A
TOP
OF
WEIR
= B
TRASH SCREEN
#5 REBAR ® 4" O.C. E.W.
3" WIDE x 1/4" THICK METAL
STRAPS 24" O.C. ANCHORED
IN CONCRETE 12" MIN.
(TYPICAL )F 4)
24" CMP OUTLET PIPE
)RED
;MP OUTLET PIPE
PROVIDE 4.5' DIA. ANTI -SEEP
COLLARS CONTINUOUSLY
WELDED TO BARREL
® 20' O.C.
36" CMP RISER
6" CIA. INLET PIPE
3
CONTINUOUSLY WELDED
1�
TO RISER
INVERT 1.50" ORIFICE = C (PERMENANT POOL ELEV)
TOP OFCONCRETE=
INLET PIPE = E
°
HARDWARE CLOTH AND
STAINLESS STEEL STRAP
TOP OF FOOTi = F
° ' '
3' WIDE x 18" THICK CONCRETE
ANCHORAGE
FOR PIPE
N
2
STORMWATER POND OUTLET STRUCTURE
ANCHOR 24" CMP RISER IN
a a. a
CONCRETE SLAB. PLACE CONCRETE
C8 C8
NOT TO SCALE
INSIDE OF RISER TO ELEVATION D
SECTION
PROVIDE FIRM AND STABLE
SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE
5' SQUARE
OUTLET STRUCTURE ELEVATION CHART
A
B
C
D
E
F
POLD 1
6.6'
6.1'
5.0'
4.0'
POPD 2
6.5'
6.0'
5.0'
4.0'
UI
5738
a'
C:�'
Lo
CD
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Oo
Ln
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N
cD
I
N
LL I
z
N
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Lf)
W
N
o
X
E
Q
<
0
o
z
-
>-c(o
O
Wail
W
LnO
C/D
C)
X
O
l
m
N
0
0
"
H-
W
W
Q
.5
x
Q
CD
Z
W
c (9
06038.DWG

DRAINAGE STRUCTURE SUMMARY
DS#
STATION
RIM
INVERT
REMARKS
1
0+33.61
10.0
6.7
CURB INLET
2
0+33.61
10.0
6.5
CURB INLET
3
0+26.20
9.7
6.4
CURB INLET
4
0+26.20
9.7
6.4
CURB INLET
5
1+53.81
9.3
5.7
CURB INLET
6
1+53.81
9.3
5.5
CURB INLET
7
7+30.15
8.5
1 4.8
CURB INLET
8
0+32.42
7.9
4.6
CURB INLET
9
1+50
7.1
4.0
CURB INLET
10
2+50
6.4
3.7
CURB INLET
11
2+50
6.4
3.5
CURB INLET
12
4+00
5.4
2.7
CURB INLET
13
4+00
5.4
2.8
CURB INLET
14
7+62.57
8.2
5.1
CURB INLET
15
7+62.57
8.2
4.9
CURB INLET
16
1 13+50
7.0
4.8
CURB INLET
17
13+50
7.0
4.6
CURB INLET
18
1+63.15
8.0
6.3
CURB INLET
19
1+63.15
8.0
6.3
CURB INLET
20
-
7.9
5.1
DROP INLET
21
-
1 5.4
4.7
1 DROP INLET
X 28LF 15- RCP-
-
- - -,14+00 _ _ -� DS#17
TEMPORARY POOL = 6.0
II`
404 WETLANDS
G SILT FENCE 6�
\
\,II/C4C10
s
\
BOTTOM ELEVATION =
0.0
KRMANENT POOL ELEVATION =
5.0
1 I
I
PERM�4ENT POOL AREA = 6,585
SF
\
------
TEMPORARY POOL ELEVATION =
6.0
TEMPORARY POL AREA = 7,904
SF
404 WETLANDS \
A
ENLARGED VIEW - STORMWATER POND #3
C4
C9
SCALE:
1"=20'
s-
DS#16 - � -
13+00 _
FOREBAY
4
a LEVEL FLOW
C4 ClO SPREADER
THE LAND DISTURBING LIMITS FOR THIS PROJECT SHALL BE AS FOLLOWS:
THE OVERALL PROPERTY BOUNDARY, WITH THE EXCEPTION OF THOSE
AREAS PROTECTED BY SILT FENCING AS INDICATED. NO WETLANDS OR
AREA WITHIN THE RIPARIAN BUFFER SHALL BE DISTURBED IN ANY
MANNER WITHOUT PROPER PERMITS. THE TOTAL DISTURBED AREA FOR
THIS PROJECT IS 15.0 ACRES.
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. INSTALL STORMWATER DETENTION 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.
ELEVATION=4.0'
FOREBAY ELEVATION= 0.0' 2 1
1STORMWATER DETENTION POND CROSS-SECTION
C9I C9/NOT TO SCALE
1�
2
18'
FES
2
A \
INV.=4.5 \
Duo
LEGEND
_S_ SEWER LINE
NOTES:
-W- WATER LINE
RCP REINFORCED CONCRETE PIPE
1. SEE
DETAILS A, B & E, SHEET
C10 FOR TYPICAL ROAD DETAILS.
- D - STORM DRAIN
+27 0 PROPOSED SPOT ELEVATION (GRADE
EVENLY BETWEEN SPOT ELEVATIONS)
2.SEE
DETAIL C, SHEET C10 FOR
NEW PAVEMENT SECTION.
SILT FENCE c
SEDIMENT TRAP L o
3. SEE
DETAIL D, SHEET CIO FOR
SIDEWALK CONSTRUCTION.
ca
ct
DROP INLET cat
cB
ct
4. REVEGETATE ALL DISTURBED AREAS
IN ACCORDANCE
WITH
THE PROJECT VEGETATION
PLAN, SEE
VALVE & VALVE BOX A
DETAIL
M, SHEET C10.
® OUTLET PROTECTION p
cs
ct
5. SEE
DETAIL H, SHEET Cll FOR
TYPICAL TRENCH SECTION.
GRASS SWALE
O PERMANENT 2" BLOWOFF e
FIRE HYDRANT D
4" SEWER SERVICE F
SLOPE AS INDICATED C8
t
C8
Ct
tiK
CS
Ct
CB
Ci
® CHECK DAM
1" WATER SERVICE cacct
THRUST BLOCK
SO PRECAST MANHOLE
C8K
t
cBEct
c8
ct
TEMPORARY POOL ELEVATION = 6.0' SAFETY LEDGE
ELEVATION=4.0'
PERMANENT POOL ELEVATION = 5.0
POND 3
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 LISIED SPECIES IN EQUAL NUMIM
INSTALL RMIS AT 180 OC IN ALL DIRECTIONS. DISTRIBUTE 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)
O 1
�1
2 10'
ELEVATION=5.0'
4
TOP OF RISER/CREST = A
TOP OF WEIR = B
36" CMP
INVERT 1.25" ORIFICE = C (PERMENANT POOL ELEV
TOP OF CONCRETE = D ° '6
INLET PIPE = E
HARDWARE CLOTH AND
STAINLESS STEEL STRAP 4 °
41
a
� N
a a a a
PROVIDE FIRM AND STABLE
SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE
5' SQUARE
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.
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 DAMS WHEN THE SEDIMENT ACCUMULATES TO
A DEPTH OF ONE FOOT.
5. SEDIMENT SHALL BE REMOVED FROM THE STORMWATER
DETENTION 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.
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
STRAPS 24" O.C. ANCHORED
TRASH SCREEN IN CONCRETE 12" MIN.
(TYPICAL OF 4)
L - - - - - - - - - -I 24" CMP OUTLET PIPE
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#5 REBAR @ 4" O.C. E.W.
3" WIDE x 1/4" THI:K METAL
STRAPS 24" O.C. ANCHORED
IN CONCRETE 12" MN.
1 1 1 (TYPICAL OF 4)
6" DIA. INLET PIPE
CONTINUOUSLY WELDED
TO RISER .
ANCHOR 36" CMP RISER IN
CONCRETE SLAB. PLACE CONCRETE
INSIDE OF RISER TO ELEVATION D
3
t F-
SECTION
PROVIDE 4.5' DIA. ANTI -SEEP
COLLARS CONTINUOUSLY
24" CMP OUTLET PIPE WELDED TO BARREL
0 20' O.C.
°n
3' WIDE x 18" THICK CONCRETE
ANCHORAGE FOR PIPE
2 STORMWATER POND OUTLET STRUCTURE
C9 C9 NOT TO SCALE
OUTLET STRUCTURE ELEVATION CHART
A
B
C
D
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R/W
R/W
50'
RIGHT OF WAY
31' BACK CURB TO BACK CURB
26' PAVEMENT
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 SUBGRADE
30" NCDOT CURB & GUTTER -DETAIL E, THIS SHEET
A TYPICAL ROAD SECTION
C2 C10 NOT TO SCALE
30"
2" RADIUS
CONCRETE
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 C10 NOT TO SCALE
I 37'R. 20'
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31' B/B
F GRAVEL CONTROL ENTRANCE
3: w � 0- C4 C10 NOT TO SCALE
w w
PLAN
CUL-DE-SAC
NOT TO SCALE
50'
37'
SLOPE 1 /4":1 '
SECTION A -A
NOT TO SCALE 30" NCDOT CURB & GUTTER
B CUL-DE-SAC ®LOCAL ROAD DETAIL E, THIS SHEET
0
C2 C10 NOT TO SCALE
1-1/2" SF 9.5A ASPHALT SURFACE COURSE
TACK COAT
/ f--2" TYPE H BINDER
8" ABC BASE
99
000
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18" COMPACTED SUBGRADE
PUBLIC ROAD
/ C \ NEW PAVEMENT SECTION
C2 C10 NOT TO SCALE
4' 3' 2.5' ASPHALT
SIDEWALK MEDIAN CURB/GUTTER PAVEMENT
SLOPE TOWARD C/G
1 4":1'
2 4"
V6x6 WWF 10/10
D SIDEWALK
C2 C10 NOT TO SCALE
R/W
91
3'
SELF ANCHORING
METAL POST ® 6' O.C. MAX
�12 GUAGE 6 X 6 WIRE MESH
FILTER FABRIC
8 FLOW
PAVEMENT
C SILT FENCE
C4
C10 NOT TO SCALE
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SECTION A -A
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A
B
C
D
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MAX. RIP RAP SIZE
42"
8'
12'
12'
24"
9"
12"
5'
8'
8'
12"
9"
H OUTLET PROTECTION
C4 C10 NOT TO SCALE
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5:1 VEGETATED SWALE
C4 C10 NOT TO SCALE
PROVIDE EXCELSIOR MATTING
ON ENTIRE LENGTH OF VEGETATED
SWALE
MAXIMUM DEPTH/ELEVATION
OF RUNOFF
SPILL AT ELEVATION=1.0' (REFERENCE)
/vim 1
JCL SWALE/SPREADER
ELEVATION=0.0' (REFERENCE)
J LEVEL FLOW SPREADER SWALE
C4 C1 NOT TO SCALE
12" THICK LAYER OF
#57 STONE ON
UPSTREAM
END OF CHECK
DAM
00-00
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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.
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3. SHOULD SCOUR DEVELOP AT THE
DOWNSTREAM END, IT SHALL BE
REPAIRED IMMEDIATELY.
00�0
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v0000000600 ON UPSTREAM END OF CHECK DAM.
0
FLOW
DIRECTION
K CHECK DAM
C4 C10 NOT TO SCALE
1 an
2" X 2" X 3' WOOD POST
T #57 STONE
EROSION CONTROL FABRIC
ON 12 GUAGE 6x6 WIRE MESH
2" X 2" X 3' WOOD POST
12" THICK NCDOT
#57 STONE AROUND
PERIMETER
SECTION CATCH BASIN
PROVIDE SEDIMENT TRAP AT ALL CATCH BASINS
L SEDIMENT TRAP
C4 C10 NOT TO SCALE
FABRIC 8 INCHES
4" TYP
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 LEIS 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 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 C10 NOT TO SCALE
-F 11 i
CL DRIVEi R
�— 12
1 DRIVE I
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I` 16'
CURB CUT
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6'
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,� CONCRETE JOINTS TYP. ALL 4 CORNERS
--CONCRETE COLLAR -PROVIDE IN
GRASSED AREAS ONLY, OMIT
IN PAVED AREAS
PLAN
2 #4 CONT. GRADE
CASTIRON FRAME AND
GRATE, SEE NOTE 1.
II, IIIIE,II—
2' WIDE CONCRETE COLLAR
PIPE O.D. + 12" 8" CONCRETE
r GROUT ENTRANCE
0
6" COMPACTED BASE
SECTION
PIPE
2"X4" KEY
#5 0 12" O.C. E.W.
NOTES:
1. FOR CURB INLETS, PROVIDE US FOUNDRY #5181-6420 INLET HOOD & GRATE.
FOR YARD INLETS, PROVIDE US FOUNDRY #4120 FRAME & GRATE SERIES WITH
GRATE #6170 IN GRASSED AREAS.
2. CONTRACTOR MAY CONSTRUCT DROP INLETS OF BRICKS OR MASONRY PER
THE SPECIFICATIONS.
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C4 C10 NOT TO SCALE
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4" THICK CONCRETE COLLAR
:HEAVY
6" DUTY CAST IRON
REW TYPE VALVE BOX
D COVER, MARKED WATER
COMMON BRICK
AT 1/3 POINTS
VALVE
1 CUBIC FOOT THRUST BLOCK
A VALVE AND VAL VE BOX XC3 C11 NOT TO SCALE
CONCRETE COLLAR —
VALVE BO
WATER MAIN
WATER MAIN PLUG
WITH 2" TAP
".BO.
BRASS NIPPLE
2" BALL VALVE
SCH 80 PVC
COUPLINGS
2" PVC SCH. 40 PIPING
END VIEW
PNOT ERMANENT2"BLOWOFF ASSEMBLY TO SCALE
BACK OF CURB
OR SIDEWALK 7'-
CAST IRON
METER BOX
METER ST,
1" SERVICE TUBING -,,,,,BRICK SUPPC
(4 EACH)
�KEEP LINE SLACK-/
---.PLASTIC STI
-CORPORATION STOP
—TAPPING SADDLE
WATER MAIN
C 1" WATER SERVICE
C3 C11 NOT TO SCALE
2" BRASS PLUG
2" FEMALE
COUPLING
" TO 8"
IN. DEPTH
GRAVITY--
SEWER MAIN
Z X
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TO R SIbENCE
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3'-6" BURY
6° VALVE AND VALVE BOX 2 CF THRUST BLOCK
a: 0 oq a.
2 CUBIC FOOT J" }
THRUST BLOCK LTEE HYDRANT DRAIN HOLES
WATER MAIN DS DO NOT BLOCK
BACK TTO MAIIN 2 CF #57 GRAVEL
pCjIFIRE HYDRANT ASSEMBLYC3NOT TO SCALE
ABS TO PVC
ADAPTER COU
PVC GRAVITY
SEWER MAIN
a D/2 (MIN)
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ELEVATION UNDISTURBED
FOR BENDS EARTH
PLAN
THRUST BLOCK DIMENSION D
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PIPE
DIA.
DEAD
END
90'
BEND
45`
BEND
221/2`
BEND
11 1/4-
BEND
2"
1.0
1.2
1.0
0.7
0.7
4"
1.3
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1.2
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C3 C11 NOT TO SCALE
" IN -LINE WYE
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OR SS_IDEV
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24" ABOVE FINISH GRADE
CURB AND GUTTER --
2 1 /2'
22 1 /2
IN -LINE WYE
F PVC SANITARY SEWER SERVICE
C3 C11 NOT TO SCALE
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)
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6"x6" 6 6 WINE IN CENTER
THIRD F WALL AND IN
TONGUE AND GROOVE.
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/ INV. IN
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OF CONCRETE
GROUT 3" MIN.
THICKNE
--LEVEL COMPACTED
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5" 6" MIN. GRAVEL
#4 @ 12" O.C. BASE
EACH WAY
SEE SPECS FOR BURY
REQUIREMENTS
rBURIED WARNING AND
IDENTIFICATION TAPE
FINAL BACKFILL
9" LIFTS MAX
\/
BURIED DETECTION WIRE
FOR NON-METALLIC PIPE -
SEE SPECS FOR BURY
REQUIREMENTS
POLYETHYLENE ENCASEMENT INITIAL BACKFILL
ON METALLIC PIPE ONLY 6" LIFTS MAX
0 0 0
L D 0000 0000o UTILITY MAIN
SIZE AS INDICATED
O°0°0°°°0°0°0
0 0 020202 0 0
GRANULAR PIPE
6" MIN 12" BEDDING O.D. OF 12"
1 /2' PIPE O.D. PIPE
PIPE TRENCH WITH BEDDING MATERIAL
BURIED DETECTIO[I WIRE -
FOR NON-METALLC PIPE -
SEE SPEC FOR B)RY
REQUIREMENTS
PIPE TRENCH SECTION rH
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SEE SPECS FOR BURY
REQUIREMENTS
BURIED WARNING AND
IDENTIFICATION TAPE
D. OF 12"
PIPE
PIPE TRENCH WITHOUT BEDDING
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INITIAL BACKFILL
6" LIFTS MAX
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