SW7061203_APPROVED PLANS_20070329

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

I'PfIJICI `.UMMARY
PROMFI DATA_
OWNF6'/DEVELOPER: A PROPRIICS, Lk,
P-0 BOX 15564 LEGEND
NEW Bf_RN, NC 28560
(2�2)L!3f,-5556 134 - LOT NUMBER
OVERALL SITE AREA: 1,410,119 SF, 32.17 AC- 9999 - POSTAL ENUMERATOR
TAX PARCfI. ID: 8-222-036
SHE ZONING. R-6
UTILITIES SEWER-CIIY OF NEW BERN
WATER -CITY OF NEW BERN
E I_EC,IRIG CITY OI NEW BERN
TELEPHONE -SPRINT
CABLE TELEVISION COX COMMUNICATIONS
REFUSE COULCTION-CITY OF NEW BERN
LFN(1H OP STREETS: 4142.06 LF
IOTAL N LOT:- 158 LOTS
IOIAI AREA IN IOTS 284,400 SF, 6-53 AC., 20.17% OF TOTAL SITE AREA
AVLRA(;E OT SIZP. 1,800 sq. it.
TOIAI ()PIN AREA 869,716 SF, 1997 AC., 61.68%OF TOTAL SITE AREA
TOTAL ARIA RIGHT -OE -WAYS: 256,003 SF, 5.88 AC., 18A5% OF TOTAL SITE AREA
DFNSITY CALCULATION SITE AREA (1,410,119 SF) -RIGHT OF WAY AREA (256,003 SF)-- 1154116 SF _192 LOT; MAX < 158 DESIGNED
6,000 SF/LOT
NOT[
I. fill PROJECT IS LOCATED WITHIN A ZONE X PER FLOOD INSURANCE RATE MAP NUMBER 3720556100, COMMUNITY NUMBER
110074, PANEL NUMBER 5561, SUFFIX ,I. EFFECTIVE DATE: JULY 2, 2004,
2 ALL STRUCTURES BUILT UPON THE PROJECT SITE SHALL COMPLY WITH THE FIRE REOUIREMENTS SPECIFIED
IN THE INTERNATIONAL BUILDING CODE WITH NORTH CAROLINA AMENDMENTS, DATED 2002
ALL CONSTRUCTION SHALL BE TOWNHOUSE TYPE CONSTRUCTION. ALL UNITS WILL BE CONVEYED INDIVIDUALLY.
3. SECTION 404 WETLANDS ARE PRESENT ON THE PROJECT SITE. NO SECTION 404 WETLANDS ARE TO BE DISTURBED
IN ANY MANNER WITHOUT PROPER PERMITS-
4. NILSF RIPARIAN BUFFER AREAS Rf:GULATED UNDER 15A NCAC 02B DO NOT EXIST ON THE PROJECT SITE.
�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. I-XISDING TREES SHOULD BF RETAINED ALONG ALL PUBLIC ROADS EVERY 30 FEET ALONG EACH SIDE.
U4'A TRFFS SHALL BE LOCATED WITHIN A ZONE 50 FEET PARALLEL TO THE CENTERLINE OF THE PUBLIC
STkEFIS. ITT TREES RETAINED SHALL BE AI LEAST 2 INCHES IN CALIPER_
8- THE DFVFIOPFR SHALL RETAIN AT LEAST 486 TREES ON THE ENTIRE TRACT (15 TREES PER ACRE). All TRFFS SHAH
HE Af LEAST 2-INCHE`i IN CALIPER.
9- THE RECEIVING WATER COARSE FOR THIS PROJECT IS BACHELOR CREEK, CLASSIFICATION C, Sw, NSW.
EDGE OF
PAVEMENT
1 CRAVEN COUNTY BOARD OF EDUCATION
1 DB 1548, PG 169
C-5 ZONING
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T DB 430, PG 13
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8' PAVEMENT I' 1'G. TETTERTON, JR.
B172, PCC8I
R2
WESTPORT - A PLANNED UNIT DEVELOPMENT
7 05
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_ 1 DB 1445, PG 364
CRAVEN COUNTY
1 NO ZONING
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1
1 1 ROBERT L. HORNE & GEP
DB 1154, PG 897
CRAVEN COUNTY
1 1 NO ZONING /
1 1 /
1 1 /
/
1 /
HAYWOOD BEST & IEOLA BEST
DB 430, PG 9
SCALE I- 100 5 NOAVEN ZONINOUNTY
NC HWY 55 WEST
NEW BERN, NC 28561
GENE PERRY MCILWEAN
DB 628, PG 107
CRAVEN COUNTY
NO ZONING
87 I
1 STORMWATER
POND q2
97 I
C7� 61 O O11�4, ®® 607
69 70
71
72
1 ®S 73
74
I
® 81?
110 79 75
109 111 76
I I 112 78 O
m
113
1 114
1 � Illy)
B
H
143 EH
140 �) 138H
13C�H
134 133 132 131
PHASING MAP
TOMMY M. THOMPSON
DB 1352, PG 770
CRAVEN COUNTY NO ZONING
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS
2. CONDUCT PRE -CONSTRUCTION CONFERENCE
J.INSTALL GRAVEL CONTROL ENTRANCE
4. INSTALL SILT FENCING
5.INSTALL STORMWATER RETENTION PONDS TO ACT AS SEDIMENT BASINS
6. 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
SPECIAL SEEDING 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 DE`;:C:ES 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. ,
SUMMARY OF
PROJECT AREAS:
PHASE:
AREA:
1
12.23 ACRES
11
6.79 ACRES
III
14.35 ACRES
1 I RELEASE FOR PERMITS I JKA 11/27/06
NO.) DESCRIPTION
Revisions
WGjD
BY I DATE
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
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 SIX INCHES.
5. THE STORMWATER RETENTION POND SHALL BE CLEANED OF
ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
CONSTRUCTION.
PROJECT LAND DISTURBING LIMITS:
LIMITS OF CONSTRUCTION SHALL BE THE PROPERTY LINE AND
THE AREA AFFECTED BY THE OFF -SITE SEWER EXCEPT
THAT 404 WETLAND AREAS SHOULD NOT BE DISTURBED
IN ANY MANNER UNLESS ALLOWED BY PERMIT.
VICINITY MAP NOT TO SCALE
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SITE
APPR()VED �\ p i r : s 7\
NORTH APO INA ENV r4 ', �\ I _' '
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FJ'rVl. ryNC+WATER QUAITTI1 r7"1`
,• ,140. 7t_04/go 3
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USCS QUAD MAP NOT TO SCALE
NOTES:
1. SECTION 404 WETLANDS ARE PRESENT ON THE SUBJECT PROPERTY
AS DELINEATED ON THIS MAP. THE SECTION 404 WETLANDS SHALL
NOT BE DISTURBED IN ANY MANNER BY THE PROPOSED CONSTRUCTION
UNLESS ALLOWED BY PERMIT.
2. NO 'BLUE -LINE' STREAM AREAS OR NEUSE RIPARIAN BUFFER
AREAS ARE LOCATED ON THE PROJECT SITE.
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04169

EDGE OF
PAVEMENT
CRAVEN COUNTY BOARD OF EDUCATION
DB 1548, PG 169
C-5 ZONING
/
/
/
/
/
/
/
/
/
lt�tr-darn: -
WETLANDS BOUNDARY LINE TABLE
LINE
BEARING
LENGTH
L1
N0759'51'W
22.16'
L2
N50DV471
43.92'
L3
N54IW17'E
41.5T
L4
S0857'00'E
34.14'
L5
S3619WW
35.09'
L6
S5527'34'W
30.16
L7
N7854'33"W
24.51'
L8
41353'12'E
44.16'
L9
N3826'16'E
57.08'
L10
N0326'39'W
61.40'
U1
S7113'10'W
64.83'
L12
S8973'25IY
47.8S
L13
N00'4W24'W
56.17'
L14
N142Y33'E
71.30'
L15
N1978'21'E
41.06'
L16
I N32' "E
I 33.43'
GENE PERRY MCILWEAN
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD BEARING
CHORD LENGTH
Cl
312.47
219.50
81'33'47"
189.34
S72'50'43"W
286.74
C2
399.30
280.50
81'33'47"
241.96
S72'50'43"W
366.43
C3
336.36
280.50
68'42'20"
191.72
N79'16'26"E
316.57
C4
251.71
219.50
65*42'11"
141.74
N80'46'31 IT
238.14
C5
210.59
50.00
241'18'53"
84.35
N75'44'10"W
86.02
C6
26.75
25.00
61'18'53"
14.82
N14'15'50"E
25.50
C7
91.92
530.50
9'55'40"
46.08
S40-06'54"E
91.80
C8
81.35
469.50
9'55'40"
40.78
S40'06'54"E
81.25
C9
91.92
530.50
9'55'40"
46.08
S40'06'54"E
91.80
CIO
81.35
469.50
9'55'40"
40.78
S40'06'54"E
81.25
C11
81.91
219.50
21'22'48"
41.44
S65'32'19"W
81.43
C12
27.90
25.00
63'57'11"
15.61
N71'47'41"W
26.48
C13
210-40
50.00
241'06'19"
84.71
N19'37'45"E
86.12
C14
118.61
280.50
24'13'40"
60.21
S66'57'45"W
117.73
C15
102.87
280.50
21'00'42"
52.02
S44'20'35"W
102.29
C16
24.21
25.00
55'28'53"
13.15
N61'34'40"E
23.27
C17
21353
50.00
244'41'34"
78.95
S33'01'41"E
84.48
C18
115.78
1219.50
30-13'23"
59.27
S39'44'14"W
114.45
m71 1q! DB 628, PG 107
i
w6T`0' 1 CRAVEN COUNTY
m,w
ar . 11
20' LANDSCAPE BUFFER EASEMENT NO ZONING
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NELSON PERRY & ANNIE PERRY I \ �,�•xiw �,� �m mar mar � � a n66N'�xixi °00 ,�� w `� $ a. \ >:�
DB 430, PG 13 r a sHsou•. m xiar r ,� &
R-20 ZONING
STORMWAT/1 8 {ate $ r s
POND
G. T/ RTON, JR. \
DB 1172, PG 81 SI r z R 16 R r
R-20 ZONING
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05 2
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11 w .y k a
I 1 1,.:; NST03: � �:bb-Po• /.o%�.@�'t'is. e $ 14
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DB 1445, PG 364
= 1 CRAVEN COUNTY
N
= 1 NO ZONING �• \ jam• ""
' •3. \ •�0z.
'6(b, NMSK16'E NN3516i
m.ar mm'
1 ROBERT L. HORNE & GENEVA BEST
1 DB 1154, PG 897
CRAVEN COUNTY / .mar mar mar .mar
1 NO ZONING / - NN5516t - N/655'16t -
1 1 /
1 1 /
1 /
HAYWOOD BEST & LEOLA BEST
DB 430, PG 9
CRAVEN COUNTY
NO ZONING
A GENERAL SUBDIVISION PLAN
C1 ull
SCALE I"=too'
°n mm
ss11s°x-r mm. xian
ssrsnscl
w7wi6t N 56161
mm, xw mm, mar
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EASEMENT I
s R a ja jam'
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2006 BEECHGROVE NC, LLC
s ^r,$�fi ► ��� DB 2406, PG 47
17 R-6 ZONING
Sf4 .'.. }.
- - - - - -L - - - - - - - -
LANDSCAPE BERM (TYP.)
20' LANDSCAPE BUFFER EASEMENT
\ TOMMY M. THOMPSON
\ DB 1352, PG 770
CRAVEN COUNTY NO ZONING
�. • . ENl1 a [NicN
•�- �.� .�OZ6'4 y
25.00' 25.00'
UNIT A UNIT B
N N
5' 0 5,9
•gin PARTY WALL/
cc
FIRE WALL
GARAGE 30.00 0
PARKING 13.00' 13.00' PARKING
GARAGE
12.00' 12,00'
30.00 .00
10' 12' 12' 10,
PARKING PARKING(
I
TYPICAL LAYOUT
NOT TO SCALE
11
GENERAL SUBDIVISION PLAN
NOVEMBER 27, 2006
GRAPHIC SCALE
( IN US SURVEY FEET )
1 inch = 100 ft.
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04169

C
80E
CTA nine WII 1 nl lrWPY
C/L INT. NC HWY J5
ROAD ALIGNMENT
(PHORI"IJAL
SCALE 1=100'
TOTAL LENGTH OF PUBLIC ROADS=4142.06 LF
LEGEND
—OHE— OVERHEAD ELECTRIC LINE
FO UNDERGROUND FIBER OPTIC LINE
—W— WATER LINE
—S— SEWER LINE
—D— STORM DRAIN RCP REINFORCED CONCRETE PIPE
SILT FENCE -_ O PERMANENT 2" BLOWOFF B
C2 C13 C2 C14
® OUTLET PROTECTION H
C2 C13
_ GRASS SWALE
SLOPE AS INDICATED C2 C13
t" WATER SERVICE C
C2 C14
q.p FIRE HYDRANT
C2 C14
00. THRUST BLGCK E
C2 C14
CURB/DSEDIMEROP
INLRAPET
C2NCi4 C2 Ct OS MANHOLE CZHCt4
N VALVE & VALVE BOX A SEWER SERVCE
C2 cta ■-- cz ct4
+ PROPOSED SPOT ELEVATIONS
27.0 GRADE EVENLY BETWEEN SPOT ELEVATIONS.
NOTES:
1. SEE DETAIL A, SHEET C13 FOR TYPICAL ROAD SECTION.
2. SEE DETAIL B, SHEET C13 FOR NEW PAVEMENT SECTION.
3. SEE DETAIL L, SHEET C13 FOR SIDEWALK CONSTRUCTION.
4.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE DETAIL M, SHEET C13.
5. SEE DETAIL F, SHEET C14 FOR TYPICAL TRENCH SECTION.
® CHECK DAM
C2 Ci3
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04169

n I.
➢ y 1 1
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O 06M FWE
Mvmw
1
1 1
Dow 8• PVC /
1 NARR MAN /
1 /
1 1 /
1 1 /
NEW WORK ITEMS
1QROUTE NEW WATER MAIN ABOVE
NEW SEWER MAIN.
PROVIDE MINIMUM 24" VERTICAL
SEPARATION.
Q2 ROUTE NEW WATER MAIN BELOW
NEW STORM DRAIN.
PROVIDE MINIMUM 24" VERTICAL
SEPARATION.
Q3 ROUTE NEW SEWER MAIN BELOW
NEW STORM DRAIN.
PROVIDE MINIMUM 24" VERTICAL
SEPARATION.
®ROUTE NEW WATER MAIN BELOW
NEW SEWER MAIN.
PROVIDE MINIMUM 24" VERTICAL
SEPARATION. PROVIDE
20 LF DUCTILE IRON WATER MAIN AND 20 LF DUCTILE
IRON SEWER MAIN CENTERED AT
CROSSING POINT.
Q5 DO NOT BEND PIPE BEYOND MANUFACTURER'S
RECOMMENDATIONS. PROVIDE 11
1/4', 22 1/2', 45'
ELBOWS TO ACCOMMODATE PIPE
INSTALLATION. ALL
FITTINGS SHALL BE PROVIDED WITH THRUST BLOCK.
A OVERALL WATER & SEWER PLAN
C3 C3 SCALE 1"=100'
ER
VALVE
ril
12KF 1C RCP
(1) FES
v
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LEGEND
-OHE- OVERHEAD ELECTRIC LINE
FO UNDERGROUND FIBER OPTIC LINE
-W- WATER LINE
-S- SEWER LINE
-D- STORM DRAIN RCP REINFORCED CONCRETE PIPE
�o SILT FENCE G O PERMANENT 2" BLOWOFF B
C3 C13 C3 C14
OUTLET PROTECTION R 1" WATER SERVICE C
C3 C1 C3 C14
GRASS SWALE
W FIRE HYDRANT
B
SLOPE AS INDICATED c3
C13
yYo
c3 c14
® CHECK DAM K
► THRUST BLOCK
E
C3
C13
C3
C14
INLET
MANHOLE
H
OS
SEDIMENT TRAPC3
cia C30C13
C3
C14
VALVE & VALVE BOX A
N C3
c1a
�- SEWER SERVICE
I
C3
C14
+ PROPOSED SPOT ELEVATIONS
27.0
GRADE EVENLY
BETWEEN SPOT ELEVATIONS.
NOTES:
1. SEE DETAIL A, SHEET C13 FOR
TYPICAL ROAD SECTION.
2. SEE DETAIL B, SHEET C13 FOR
NEW PAVEMENT SECTION.
3. SEE DETAIL L, SHEET C13 FOR
SIDEWALK CONSTRUCTION.
4.REVEGETATE ALL DISTURBED AREAS
IN ACCORDANCE
WITH THE PROJECT VEGETATION
PLAN, SEE DETAIL M, SHEET
C13.
5. SEE DETAIL F, SHEET C14 FOR
TYPICAL TRENCH SECTION.
WAkR MAN
/-Dow r RA1FR I
YAN L
-EIrPC
sm m Fam
NOTE:
SEE INDIVIDUAL PLAN & PROFILE SHEETS FOR
SEWER AND WATER CONSTRUCTION PHASING LIMITS.
SEWER
MANHOLE SUMMARY
MH#
RIM
IN
IN
OUT
REMARKS
1
23.52
12.40 NEW 8" BENCH
-
11.90
EXISTING MANHOLE
2
25.3
14.58
-
14.57
3
26.52
15.00
-
14.99
4
26.00
15.44
-
15.43
5
25.27
16.07 MH 6
18.07 MH 16
16.06
6
25.54
17.67 MH 7
19.67 MH 14
17.66
7
25.18
19.27
-
19.26
8
26.07
20.32 MH 9
20.32 MH 13
2031
9
25.79
20.89
-
20.88
10
25.32
1 21.47
-
21.46
11
25.15
21.92
-
21.91
12
24.70
22.50
-
22.49
13
24.63
21.10
-
21.09
14
25.88
21.15
-
21.14
15
27.26
21.77
-
21.76
16
26.14
19.67
-
1966
17
25.38
20.44 MH 18
20.44 MH 19
20.43
18
24.57
21.05
L21.42
19
1 26.79
1 21.43
1
DRAINAGE STRUCTURE
SUMMARY
DS#
STA.
RIM
BOTTOMI
REMARKS
1
4+41.67
24.4
22.2
1 CURB INLET
2
4+41.67
24.4
22.0
1 CURB INLET
3
12+16.08
24.4
22.4
CURB INLET
4
12+16.08
24.4
22.2
CURB INLET
5
0+32.42
25.5
23.1
CURB INLET
6
0+32.42
25.5
23.3
CURB INLET
7
5+39.27
25.3
23.3
CURB INLET
8
1 5+39.27
1 25.3
23.1
CURB INLET
9
7+65.40
24.4
22.2
CURB INLET
10
7+65.40
24.4
22-4
CURB INLET
11
4+7&16
24.4
23.2
CURB INLET
12
4+75.16
24.4
23.0
CURB INLET
13
-
25.5
22.6
YARD INLET
14
4+14.05
24.4
23.0
CURB INLET
15
4+14.05
24.4
23.2
CURB INLET
16
-
25.5
21.9
YARD INLET
17
-
25.5
21.5
YARD INLET
18
-
25.5
22.0
YARD INLET
19
-
25.5
22.8
YARD INLET
20
-
25.5
22.8
YARD INLET
21
-
25.5
22.0
YARD INLET
m
O Q
O Z
a U)L
'C oo Ln
� I
1--1 c
w cr tn
r-♦,1 w N
y m U
W ��x
Ewe
c: z
co
% Q0 W
c � O
w O
x�
U1 �O�D
'.> m N
O"0 N
E-+
w
o �
a
W � W
QW
Ln
Ln
I
O (�
Q, W
w O
04169

N OTE:
ALL ROOF RUNOFF SHALL BE CONVEYED
THROUGH ROOF GUTTERS AND OR SURFACE
GRADING SUCH THAT ALL ROOF RUNOFF IS DIRECTED
TO THE STORMWATER PONDS
LOTS 73-82 & 111-127
SHALL BE PROVIDED WITH
ROOF GUTTERING TO DIVERT
ALL ROOF RUNOFF TO THE
STREET DRAINAGE SYSTEM
- . WO DS
LIMITS OF
DISTURBANCE 5.1 SWALE ALONG REAR YARD
AREA TO DIVERT WATER TO STORMWATER
POND57
I
61
-z ,
Z
REMOVE EXISTING 15x*P-
INSTALL 18' RCP z
do (2) FES
Z
2
AREA TO DIVERT WATER TO STORMWATER
POND
NOTES:
1. SECTION 404 WETLANDS ARE PRESENT ON THE SUBJECT PROPERTY
AS DELINEATED ON THIS MAP. THE SECTION 404 WETLANDS SHALL
NOT BE DISTURBED ICJ ANY MANNER BY THE PROPOSED CONSTRUCTION
UNLESS ALLOWED BY PERMIT.
2. NO 'BLUE -LINE' S 1REAM AREAS OR NEUSE RIPARIAN BUFFER
AREAS ARE LOCATED OPJ THE PROJECT SITE.
f�
OED[
n
SUMMARY OF
DISTUR%ED AREA
PHASE:
AREA:
1
12.23 ACRES
II
16.79 ACRES
111
114.35 ACRES
1
RELLASE FOR PERMITS
JKA
11/21/06
2
CFNERAL SUBDIVSION PLAN
JKA
215107
3
DWO COMMENTS
JKA
317101
NO.
DE
BY
DATE
Revisions
LEGEND
-OHE -- OVERHEAD ELECTRIC LINE
FO UNDERGROUND FIBEP OPTIC
LINE
-W- WATER IINE
-S- SEWER LINE
-D- STORM DRAIN RCP
REINFORCED CONCRETE PIPE
SILT FENCE G
411�
_PERMANENT 2' BIOWOFF��R _
C4IC14
`{ OUTLET PROTECTION H
1' WAIER SERVICE
C4
C14
GRASS SWALE
FIHYDRANT
c4
SLOPE NCATD C4
C�3 rr�
,C14_
CHECK DAM K
--- C4 CIT ►
THRUST BLOCK �E
, 411 4
CURB/DROP INLET N CJMANHOLE
`SEDIMENT TRAP C4�cla C41r,13
H�
-----La�Ci�
VALVE & VALVE BOX A
��
SEWER SERVICE
-
4c14
■--
c4) Clai
+27 0' PROPOSED SPOT ELEVATIONS
GRADE EVENLY BETWEEN
SPOT ELEVATIONS.
NOTES
1 SFE DETAIL A, SHEET C13 FOR TYPICAL
ROAD SECTION,
2.SEE DETAIL B, SHEET C13 EON HLW PAVLMENT
SECTION.
3.SEL DETAIL L SHEET C13 FOR `IDEWALK
CONSTRUCTION.
4.REVEGETATE ALL DISIURBFD AREAS IN
ACCORDANCE
WILL THE PROJECT VEGETATION PLAN,
SEE DETAIL M, SHEET CIA
5. SEE DETAIL F, SHEET C14 FOR TYPICAL
TRENCH SECTION,
NOTE:
SEE INDIVIDUAL PLAN & PROFILE SHEETS FOR
SEWER AND WATER CONSTRUCTION PHASING LIMITS.
SECIUENCE OF OPERATION:
1. SECURE PROJECT PERMITS
2, CONDUCT PRE CONSTRUCTION CONFERENCE
a INSTALL GRAVEL CONTROL ENTRANCE
4. INSTALL SILT FENCING
5. INSTALL STORMWATER RETENTION PONDS TO ACT AS SEDIMENT BASINS
G. FINE GRADE & STABILIZE ROAD & DRAINAGE AREAS
INSTALL SITE IMPROVEMENTS
8. SEED AND MULCH ALL DISTURBED ARFAS/ESTABLISH PERMANENT VEGETATION
9. RESEED AS NECESSARY TO LSTABLISH VEGETATION
DRAINAGE STRUCTURE SUMMARY
STA.
P'M
/' T
244
BOTTOM
REMARKS
_26L
1
4+41.67
22.2
CURB INLET
2
4+41.67
22.0
_
CURB INLET
3
12+16.08
24,4
22.4
CURB INLET
4
12416.08
24 4
222
CURB INLET
5
0+32.42
21, 5
23.1
CURB INLET__
6
0+32.42
2` 5
23.3
CURB INLET _
7
5+39.27
25.3
23.3
CURB INLET
8
5+39.27
25.3
23.1
CURB INLET
CURB INLET
9
7+65.40
24.4
222
10
7+65.40
24 4
22, 4
CURB INLET
CURB INLET_
CURB INLET__-
YARD INLET
CURB INLET
--
CURB INLET_
11
4+75.16
24 4
23.2
12
4+75,16
11 1
23.0
13
-
4+14.0_`
4_+14.0',
-
5
4 4 _
244
`, i
22.6
14
23.0
15
... -
232
16
21.9
_
YARD INLET
YARD INLET
17
21.5
18
-
_
2` 5
22.0
_
YARD INLET_
19
-
-
-
2` 6
-
5
2, 5
25 8
2.8
228
YARD INLET
- --
YARD INLET
YARD INLET _
YARD INLET _
20
228
22,0
21
23
23.4
24
-
0
22.4
YARD INLET
MAINTENANCE PLAN:
1 AT[ EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND III NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATFI Y 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 IINCING
& CHECK DAMS WHEN THE SEDIMENI ACCUMULATES TO
A DEPTH OF SIX INCHES.
5. THE STORMWATER RETENTION POND SHALL BE CLEANED OF
ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
CONSTRUCTION.
PROJECT LAND DISTURBING LIMITS:_
LIMITS OF CONSTRUCTION SHALT_ BE THE PROPERTY LINE AND
THE AREA AFFECTED BY THE OFF -SITE SEWER EXCEPT
THAT 404 WETLAND AREAS SHOULD NOT BE DISTURBED
IN ANY MANNER.
SPECIAL SELDING 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
16738 '
�i,� yN,KNAVO``SJ
A OVERALL SITE GI;ADING PLAN
C4 C4 SCALE 1"-100'
01.4-j-6 9

J(
=MENT EXISTING 8" \\
1 1 11 WATER MAIN
1
�rvVLR, 1 �
v
FOREBAY 1
1
i Rca
,
r
1
REIAOVE EXISTING 15" RCP OE -
INSTALL 18' RCP 1
do (2) FES
1
(1) 8-TAPPING
SADDLE
(1) 8' VALVE
(1) THRUST BLOCK
r _ -
DS#l1
�/k vPU gY 31 B R\
AW� MH
i i N 3
1 IN VER
11 EL ,, 3,,.
STA. 0+00 WILLOUGHBY LANE IE
C/L INT. NC HWY 55
�1 1 EXISTING 8"
WATER MAIN
Cp
N0 O 1
-o O
� � 1
1�
28
L CONTROL F \
NCE C5 C13
SEE DETAIL 1, SHEET C15 FOR ENTRANCE ROAD TAPER LAYOUT. 157
F'
PROJECT LAND DISTURBING LIMITS:
LIMITS OF CONSTRUCTION SHALL BE THE PROPERTY LINE AND
THE AREA AFFECTED BY THE OFF -SITE SEWER EXCEPT
THAT 404 WETLAND AREAS SHOULD NOT BE DISTURBED
IN ANY MANNER.
1 O
O O
11 1 EXISTING FIRE
-� I1 HYDRANT
1 -
1 1 1
PH0 PLAN - WILLOUGHBY LANERIZONTAL: 1"=50' ' 1
SEWER MANHOLE SUMMARY
MH
RIM
IN
IN
OUT
REMARKS
1
23.52
12.40 NEW 8" BENCH
-
11.90
EXISTING MANHOLE
2
25.3
14.58
-
14.57
3
26.52
15.00
-
14.99
4
26.00
15.44
-
15.43
5
25.27
16.07 MH 6
18.07 MH 16
16.06
6
25.54
17.67 MH 7
19.67 MH 14
17.66
7
25.18
19.27
-
19.26
8
26.07
20.32 MH 9
20.32 MH 13
20.31
9
25.79
20.89
-
20.88
10
25.32
21.47
-
21.46
11
25.15
21.92
-
21.91
12
24.70
22.50
-
22.49
13
24.63
21.10
-
21.09
14
25.88
21.15
-
21.14
15
27.26
21.77
-
21.76
16
26.14
1967.
-
19.66
17
25.38
20.44 MH 18
20.44 MH 19
20.43
18
24.57
1 21.06
-
21.05
19
1 26.79
1 21.43
1-
21.42
DRAINAGE STRUCTURE
SUMMARY
DS#
STA.
RIM
BOTTOM
REMARKS
1
4+41.67
24.4
22.2
CURB INLET
2
4+41.67
24.4
22.0
CURB INLET
3
12+16.08
24.4
22.4
CURB INLET
4
12+16.08
24.4
22.2
CURB INLET
5
0+32.42
25.5
23.1
CURB INLET
6
0+32.42
25.5
23.3
CURB INLET
7
5+39.27
25.3
23.3
CURB INLET
8
5+39.27
25.3
23.1
CURB INLET
9
7+65.40
24.4
22.2
CURB INLET
10
7+65.40
24.4
22..4
CURB INLET
it
4+75.16
24.4
23.2
CURB INLET
12
4+75.16
24.4
23.0
CURB INLET
13
-
25.5
22.6
YARD INLET
14
4+14.05
24.4
23.0
CURB INLET
15
4114.05
24.4
23.2
CURB INLET
16
-
25.5
21.9
YARD INLET
17
-
25.5
21.5
YARD INLET
18
-
25.5
22.0
YARD INLET
19
-
25.5
22.8
YARD INLET
20
-
25.5
22.8
YARD INLET
21
-
25.5
22.0
YARD INLET
OPROFILE - WILLOUGHBY LANE
C5 C5 HORIZONTAL: 1"=50'
VERTICAL: 1 "=4'
34
32
30
28
26
24
22
20
18
DATUM ELEV
15.00
STORMWATER PONb1
15
14
3/
W 8j PIlk
,
WA ; AIN
O 12
11
6
153
152
151
\ 150 149
� 1
150.0' VC
LOW POINT ELEV = 24.70
LOW POINT STA - 4+41.67
Ln 00 PVI STA = 4+00 ,n
4� Ir
- - s T�
� U=
FPHASE I CONSTRUCTION
+ N PVI ELEV = 24.50 + N
&i L�j A.D. = 1.51
m m K = 99.29
1 RELEASE FOR PERMITS JKA I11
NO-1 DESCRIPTION BY DATE
Revisions
LEGEND
-OHE-
OVERHEAD ELECTRIC
LINE
FO
UNDERGROUND FIBER
OPTIC LINE
-W-
WATER LINE
-S-
SEWER LINE
-D-
STORM DRAIN RCP
REINFORCED CONCRETE
PIPE
SILT FENCE G
O PERMANENT 2" BLOWOFF
B
CS C13
C5
C14
OUTLET
PROTECTION H
1" WATER SERVICE
C
C5
Ci
C5
C14
GRASS SWALE
FIRE HYDRANT
G
SLOPE AS INDICATED C5
C13
by0
C5
C14
® CHECK DAM K
, THRUST BLOCK
E
CS
C13
CS
Cib
CURB/DROP
O
OS MANHOLE
SED MENT RAPT C5
ct a C5
ct 3
c5
c1a
A
N VALVE &VALVE BOX
SEWER SERVICE
C5
C14
�-
CS
C14
+27 0' PROPOSED SPOT ELEVATIONS
GRADE EVENLY
BETWEEN SPOT ELEVATIONS.
IOTES:
SEE DETAIL A, SHEET C13 FOR
TYPICAL ROAD SECTION.
SEE DETAIL B, SHEET C13 FOR
NEW PAVEMENT SECTION.
S. SEE DETAIL L, SHEET C13 FOR
SIDEWALK CONSTRUCTION.
1.REVEGETATE ALL DISTURBED AREAS
IN ACCORDANCE
WITH THE PROJECT VEGETATION
PLAN, SEE DETAIL M, SHEET
C13.
SEE DETAIL F, SHEET C14 FOR
TYPICAL TRENCH SECTION.
0
z
z
0
00
OR
OCD
N
N
Obi
CD'
U
L i
�i
n
ado
CN
Z
is
F
N
O
W
N
mi
Cn
ml
N
m
N
m
Cn
i
_
6LF 15 R
-�- .--==so.
-
-
- _
\
- -
- -
---
EXISTI
-
FINISH
GRADE
---
- -
-
-
18
--
XISTING
GRADE
--
FINISH
RADE
-
-
-
_
_
- -
EXISTI
G GRAD
- -
-
- -
8"
-
--
-
-
-
P
-
---
NEW
PVC
-
- -
- -
-
-
-
--
-- -
-
-
-
-
--
_
7OLF 8
PVC_
-
-
-111.
-
--
WATERiLL
-
-
14283U
-
-
-
---
NEW 8
WATER.
PVC--'
4ZE
8
VC 0 0
4%
-
-
1�
_ O
`n r
N N
O
N
a-i
N N
co L
00 co
N N
N
O O
00 ^
N N
r
f� CO
N N
Ln
r
cD Ln
N N
c0
N
d-
N N
�
�
N N
N
N N
�
�
N N
O r
�. n
N N
� O
4 00
N N
O
O 6)
`(7
N N
O
^
N N
'-
u l O
� r-
(V N
�
cD cfl00
`r)
N N
O
�
N N
-
O O
cD Ln
N N
0+00 1+00
STA. 0+00 WILLOUGHBY LANE
C/L INT. NC HWY 55
2+00
3+00
4+00
5+00
6+00
7+00
9+00
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 SIX INCHES.
5. THE STORMWATER RETENTION POND SHALL BE CLEANED OF
ANY ACCUMULATED SEDIMENT UPON THE COMPLETION OF
CONSTRUCTION.
SPECIAL SEEDING 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.
NEW WORK ITEMS
OROUTE NEW WATER MAIN ABOVE NEW SEWER MAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION.
OROUTE NEW WATER MAIN BELOW NEW STORM DRAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION.
(DROUTE NEW SEWER MAIN BELOW NEW STORM DRAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION.
®ROUTE NEW WATER MAIN BELOW NEW SEWER MAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION. PROVIDE
20 LF DUCTILE IRON WATER MAIN AND 20 LF DUCTILE
IRON SEWER MAIN CENTERED AT CROSSING POINT.
05 DO NOT BEND PIPE BEYOND MANUFACTURER'S
RECOMMENDATIONS. PROVIDE it 1/4', 22 1/2', 45'
ELBOWS TO ACCOMMODATE PIPE INSTALLATION, ALL
FITTINGS SHALL BE PROVIDED WITH THRUST BLOCK.
GRAPHIC SCALE
( IN US SURVEY FEET )
1 inch = 50 ft.
ml
5 SEAL r' E
: 15738 =
i v •. .' QJ `Q
Aoo`
w
O)
Ln
O
c
DDLO
N
o
�
0
z
�
1-"
�,
C
Q0
24
w
z
m
Ln
ETI
_
o
w�
m
W
w
x
z
>
00
(-D
coo
woo
a
0
1--1
.>
m
N
Ln
O
0
0
cv
E_
Z
<11
W
�_4
Q
O
Ln
Ln
E--
I
E--+
W
a
E-
W
r4
C5
04169
-- ---- - • 7
_. _._
.- -
-- -
- - -
��
.
l'?::
I1,'

-68'42'20
R=250.00'
L=299.7V
T=170.88'
- y
// <
i
ST
148
. '9+65.7
147
WI
bUORBY
4f�
LANr- -
145
A PLAN - WILLOUGHBY LANE
C6 C6 HORIZONTAL: V10'
PROFILE - WILLOUGHBY LANE
C6 C6 HORIZONTAL: 1"=50'
VERTICAL: 1"=4'
- 25
A99 100
E V- --
ATE AIN IN I W ' PVC \
i ATE n�1
144 43 _ 142
\ 1 g � \
1 8'x6' REDUCER
1 8' VALVE
1 6' VALVES
1 THRUST BLOD(
6' PHASING
VALVE
�1
1 TERPOR
Y
' -
BLO
PH
I CON
03 04
9�
U3
1 m
STA. 0+EQO
STA. 13+6 .76
141 � 140 1 >39 138 137 131
5"
IBERLY NE � 6' VALVES
UGHBY NE '/gym UST 8L
135 134 133
PHASE I/III CONSTRUCTION
WA
oil
123
1 2' KbWOFT_�
W o 1 THRUST BLOCYC ,'
L2-5
MH
410 moo
126 \ \_
EW Pvr.v
ATER MWv
129 128 127 ��
150.0' VC
150.0' VC
HIGH POINT ELEV = 26.31
LOW POINT ELEV = 24.77
HIGH POINT STA = 9+58.47
LOW POINT STA = 12+16.08
CD
Ln PVI STA = 9+95.77 CDLn
Ln PVI STA = 11 +95.77 0
r)
+
CD PVI ELEV = 26.50 0
L ±
Ln PVI ELEV = 24.50 N
0�
C14 -
N
N -
N
A.D. _ -1.34
U;
Li A.D. = 1.57 U;
C�;
m
L�j &;
o K=112.30 w
,i;
w m
m K=95.31 w
;
w
_.�
23
-- -
__.
N._
-
--_
___
M
-
_s
-
-
-
-
--_ -
- - --
-
_.
- _..
_
+_
CD
Z
-
-
�
_
-
--
- -
- - -
--_
_
F
G
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F
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GRADE
_
EXISTIN
GRADE
-
_
- -
o
-
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_
FINISH
GRADE
---
-
0.
7%
-
- -
- -
- -
- -
- -
-
-
EXISTING
---
GRADE
-
NNN�W
8PVC
PVC -
- -
-
NEW
6" PV-
-
NEW 6'
- _
- -
- -
-
- WAT
R ---
-
--
-
WA
ER
-
-
--
--
- -
2)
26LF 1
--
'RCP
-
-
WATER
--
--
-
8•
-
--
-
142:
8' P
®
-
---
-
194.
1
--
-
1 .21LF_r
PVC I
O.4%
1
00
M
Ln
QD co
CD(7)(or)cD
CDF�
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00
O
00
�J
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c0
co 0-)
m
Ln O
N
�
Ln
N cD
00
c0 Ln
N
Ln
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co
'6 CO
N
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co
L(7 C-4
N
co
Ln N
N
Lo
LC� N
N
LnLr)
CV
N
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N
Lr)
Ln N
N
Ln N
N
L<J N
N
L(7 N
N
N N
� N
N
d-
CV
N
N
9+00 10+00 11+00
STA. 9+95.77 WILLOUGHBY LANE
STA. 0+00 WOODMARK TRAIL
12+00 13+00
PHASE I I PHASE III
14+00 15+00
STA. 13+95.77 WILLOUGHBY LANE
STA. 0+00 WIMBERLY LANE
16+00
34
32
30
28
2' BLOWOFE
26
22
20
18
16
STA. 10+50.97 WILLOUGHBY LANE
C/L COL -DE -SAC
LEGEND
-OHE- OVERHEAD ELECTRIC LINE
-FO UNDERGROUND FIBER OPTIC LINE
-W- WATER LINE
-S- SEWER LINE
-D- STORM DRAIN RCP REINFORCED CONCRETE PIPE
SILT FENCE G O PERMANENT 2" BLOWOFF 6
C6 C1 C6 C14
OUTLET PROTECTION N 1" WATER SERVICE C
s C6 C13 C6 C14
GRASS SWALE FIRE HYDRANT B
SLOPE AS INDICATED c6 c13 yv° c6 cw
® CHECK DAM K
, THRUST BLOCK
E
C6
C13
C6
C14
INLET
MANHOLE
H
OS
SEDIMENT TRAP C6Nc1a
C6C13
C6
C14
VALVE & VALVE BOX A
N C6
C14
SEWER SERVICE
F-
C6
C14
+27 0' PROPOSED SPOT ELEVATIONS
GRADE EVENLY BETWEEN SPOT ELEVATIONS.
NOTES:
1. SEE DETAIL A, SHEET C13 FOR
TYPICAL ROAD SECTION.
2. SEE DETAIL B, SHEET C13 FOR
NEW PAVEMENT SECTION.
3. SEE DETAIL L, SHEET C13 FOR
SIDEWALK CONSTRUCTION,
4.REVEGETATE ALL DISTURBED AREAS
IN ACCORDANCE
WITH THE PROJECT VEGETATION
PLAN, SEE DETAIL M, SHEET
C13.
5. SEE DETAIL F, SHEET C14 FOR
TYPICAL TRENCH SECTION.
I I RELEASE FOR PERMITS I JKA 111/27/06
N0.1 DESCRIPTION BY I DATE
Revisions
SEWER
MANHOLE SUMMARY
MH#
RIM
IN
IN
OUT
REMARKS
1
23.52
12.40 NEW 8" BENCH
-
11.90
EXISTING MANHOLE
2
25.3
14.58
-
14.57
3
26.52
15.00
-
14.99
4
26.00
15.44
-
15.43
5
25.27
16.07 MH
18.07 MH 16
16.06
6
25.54
17.67 MH 7
19.67 MH 14
17.66
7
25.18
19.27
-
19.26
8
26.07
20.32 MH 9
20.32 MH 13
20.31
9
25.79
20.89
-
20.88
10
25.32
21.47
-
21.46
11
25.15
21.92
-
21.91
12
24.70
22.50
-
22.49
13
24.63
21.10
-
21.09
14
25.88
21.15
-
21.14
15
27.26
21.77
-
21.76
16
26.14
19.67
-
19.66
17
25.38
20.44 MH 18
20.44 MH 19
20.43
18
24.57
21.06
1
21.05
19 1
26.79
21.43
1
21.42
DRAINAGE STRUCTURE
SUMMARY
DS#
STA.
RIM
BOTTOM
REMARKS
1
4+41,67
24.4
22.2
CURB INLET
2
4+41.67
24.4
22.0
CURB INLET
3
12+16.08
24.4
22.4
CURB INLET
4
12+16.08
24.4
22.2
CURB INLET
5
0+32.42
25.5
23.1
CURB INLET
6
0+32.42
25.5
23.3
CURB INLET
7
5+39.27
25.3
23.3
CURB INLET
8
5+39.27
25.3
23.1
CURB INLET
9
7+65.40
24.4
22.2
CURB INLET
10
7+65.40
24.4
22..4
CURB INLET
11
4+75.16
24.4
23.2
CURB INLET
12
4+75.16
24.4
23.0
CURB INLET
13
-
25.5
22.6
YARD INLET
14
4+14.05
24.4
23.0
CURB INLET
15
4+14,05
24.4
23.2
CURB INLET
16
-
25.5
21.9
YARD INLET
17
-
25.5
21.5
YARD INLET
18
-
25.5
22.0
YARD INLET
19
-
25.5
22.8
YARD INLET
20
-
25.5
22.8
YARD INLET
21
-
25.5
22.0
YARD INLET
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.
NEW WORK ITEMS
()ROUTE NEW WATER MAIN ABOVE NEW SEWER MAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION.
O2 ROUTE NEW WATER MAIN BELOW NEW STORM DRAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION.
O3 ROUTE NEW SEWER MAIN BELOW NEW STORM DRAIN,
PROVIDE MINIMUM 24" VERTICAL SEPARATION.
OROUTE NEW WATER MAIN BELOW NEW SEWER MAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION. PROVIDE
20 LF DUCTILE IRON WATER MAIN AND 20 LF DUCTILE
IRON SEWER MAIN CENTERED AT CROSSING POINT.
O5 DO NOT BEND PIPE BEYOND MANUFACTURER'S
RECOMMENDATIONS. PROVIDE it 1/4', 22 1/2', 45'
ELBOWS TO ACCOMMODATE PIPE INSTALLATION. ALL
FITTINGS SHALL BE PROVIDED WITH THRUST BLOCK.
GRAPHIC SCALE
0=■
Q
W
E�
(D
p�
Ln
r
0
�0c)d)
N
�Z
ry
w
z
Q0
N
Y-�--1
p
Q�
w
Lf�
W
E
X
o
>
00
co
C
wL00
1-0
0
`n
C
0
�
�
k
' j
m
N
O
O
O
N
W
E
O
�
O
r�
Q
E-
O
E-'
W
W
E--
CID
( IN US SURVEY FEET )
1 inch = 50 ft.
04169

4
STA.
STA, 13+
1) 8• TEE
1 6'x67REDO
1 B. VALVE
1 60 VALVES
1 THRUST BLOD(
DPL'�W'0
DMARK CHORIZONTAL: 1"=50,
PROFILE - WOODMARK TRAIL
C7 C7 HORIZONTAL: 1"=50'
VERTICAL: 1"=4'
MAGNETIC
f)
NEW 8"�.P v 11
WATER MAIN
C�
-w
occi-3 cn
R MAIN R=500.00' /
L=66.64' /
O 1 T=43.43' i/
0
0
a
I
0
a
�Cn
30
28
W TIER" P I A
un zrn r_ a
i
18 - - --
DATUM ELEV 16
15.00
r7 LCi CO 00
Lc) CO COO <9 LC-j
N N N N N CV
0+00 1+00
STA. 0+00 WOODMARK TRAIL
STA. 9+65.76 WILLOUGHBY LANE
LLj
C W
Q �
2 Q
343LF 24" RCP N
& (2) FES DS#13
1 I �
I e,
I
O e F
3 i19
3
PHASE I/II CONSTRUCTION
07
C),
Co -
Lrit\ LP
O� 00
r7
" O
N
Ln Lr)
CD
00
00
N
Ln N
N
LP N
N
Ln coL]
N
N N
Ln coN
N
V
N
2+00 3+00 4+00
\ 1) THRUST 0
/ L l
NEW 8" PVC -
WATER MAIN
4wqw
firr�'
;illy L
150.0' VC
LOW POINT ELEV = 24.69
LOW POINT STA = 4+75.16
M
PVI STA
= 5+10.63
co
Ln
rl
PVI ELEV
= 24.50
GoN
co
A.D.
= 1.30
N
wb
��
K=115.33
>>
�N
F
m
CD
W
w
-
-
30
--
28
EXISTI
O N 0� N Ln r7
C,4 C�V N V
N N N
5+00
PHASE I I PHASE III
16
o o
N Ln N Ln
N CV
6+00
STA. 6+41.13 WOODMARK TRAIL
STA. 5+49 75 WITHORNE PLACE
LEGEND
-OHE- OVERHEAD ELECTRIC LINE
-FO UNDERGROUND FIBER OPTIC LINE
-W- WATER LINE
-S- SEWER LINE
-D- STORM DRAIN RCP REINFORCED CONCRETE PIPE
SILT FENCE G O PERMANENT 2" BLOWOFF B
C7 C13 C7 C14
12 OUTLET PROTECTION H 1" WATER SERVICE C
C7 C13 C7 C14
GRASS SWALE FIRE HYDRANT D
SLOPE AS INDICATED 7 c13 yr° C7 cIa
® CHECK DAM K
► THRUST BLOCK
E
CVC,
C7
C14
G
CURB/DRSED
MANHOLE
LID
SO
MENTOT RAPINLET
C7
C14 C7
C13
C7
C74
VALVE & VALVE BOX A
C7
C14
SEWER SERVICE
�-
C7
C14 ',
+27 0' PROPOSED SPOT ELEVATIONS
GRADE EVENLY BETWEEN SPOT ELEVATIONS.
ITTES:
SEE DETAIL A, SHEET C13 FOR
TYPICAL ROAD SECTION.
:.SEE DETAIL B, SHEET C13 FOR
NEW PAVEMENT SECTION.
i. SEE DETAIL L, SHEET C13 FOR
SIDEWALK CONSTRUCTION.
REVEGETATE ALL DISTURBED AREAS
IN ACCORDANCE
WITH THE PROJECT VEGETATION
PLAN, SEE DETAIL M, SHEET
C13.
i. SEE DETAIL F, SHEET C14 FOR
TYPICAL TRENCH SECTION.
1 RELEASE FOR PERMITS JKA 11/27/06
NO-1 DESCRIPTION BY I DATE
Revisions
SEWER
MANHOLE SUMMARY
MH#
RIM
IN
IN
OUT
REMARKS
1
23.52
12.40 NEW 8° BENCH
-
11.90
EXISTING MANHOLE
2
25.3
14.58
-
14.57
3
26.52
15.00
-
14.99
4
26.00
15.44
-
15.43
5
25.27
16.07 MH 6
18.07 MH 16
16.06
6
25.54
17.67 MH 7
19.67 MH 14
17.66
7
25.18
19.27
-
19.26
8
26.07
20.32 MH 9
20.32 MH 13
20.31
9
25.79
20.89
-
20.88
10
25.32
21.47
-
21.46
11
25.15
21.92
-
21.91
12
24.70
22.50
-
22.49
13
24.63
21.10
-
21.09
14
25.88
21.15
-
21.14
15
27.26
21.77
-
21.76
16
26.14
19.67
-
19.66
17
25.38
20.44 MH 18
20.44 MH 19
20.43
18
24.57
21.06
1
21.05
19
26.79
21.43
1
21.42
DRAINAGE STRUCTURE SUMMARY
DS#
STA.
RIM
BOTTOM
REMARKS
1
4+41.67
24.4
22.2
CURB INLET
2
4+41.67
24.4
22.0
CURB INLET
3
12+16.08
24.4
22.4
CURB INLET
4
12+16.08
24.4
22.2
CURB INLET
5
0+32.42
25.5
23.1
CURB INLET
6
0+32.42
1 25.5
23.3
1 CURB INLET
7
5+39.27
25.3
23.3
CURB INLET
8
5+39.27
25.3
23.1
CURB INLET
9
7+65.40
24.4
22.2
CURB INLET
10
7+65.40
24.4
22-4
CURB INLET
11
4+75.16
24.4
23.2
CURB INLET
12
4+75.16
24.4
23.0
CURB INLET
13
-
25.5
22.6
YARD INLET
14
4+14.05
24.4
23.0
1 CURB INLET
15
4+14.05
24.4
23.2
CURB INLET
16
-
25.5
21.9
YARD INLET
17
-
25.5
21.5
YARD INLET
18
-
25.5
22.0
YARD INLET
19
-
25.5
22.8
YARD INLET
20
-
25.5
22.8
YARD INLET
21
-
25.5
22.0
YARD INLET
SPECIAL SEEDING 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.
NEW WORK ITEMS
1QROUTE NEW WATER MAIN ABOVE NEW SEWER MAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION.
QROUTE NEW WATER MAIN BELOW NEW STORM DRAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION.
QROUTE NEW SEWER MAIN BELOW NEW STORM DRAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION.
®ROUTE NEW WATER MAIN BELOW NEW SEWER MAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION. PROVIDE
20 LF DUCTILE IRON WATER MAIN AND 20 LF DUCTILE
IRON SEWER MAIN CENTERED AT CROSSING POINT.
O5 DO NOT BEND PIPE BEYOND MANUFACTURER'S
RECOMMENDATIONS. PROVIDE 11 1/4', 22 1/2', 45'
ELBOWS TO ACCOMMODATE PIPE INSTALLATION. ALL
FITTINGS SHALL BE PROVIDED WITH THRUST BLOCK.
GRAPHIC SCALE
50 0' 25 50 100
( IN US SURVEY FEET )
I inch = 50 ft.
200 1
F--I
C7,
C
L
O
�
c0oLn
L
Q0
/-�
�
E
C
U
Z
I
M
Q0
�-,
�y
On
C
W
ZW
CO
W
W
Ln
W
�
m
x
E
W
Q
�q
C
o
>
Z
00
co
C
W
CD
�
O
CD
rT,
x
O
m
N
o
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14
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Q
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04169

1 1 RELEASE FOR PERMITS JKA 11/27/06
NEW 6" 77PVC
IN-
c.4
/ W
U'1
+00 WIMBERLY LANE
/
MAGNETIC
00,
0�
2 6' VALVES (- I �' PVC I r w C 16LF 1�
��+J �I WATER MAIN
°D o
00
o 2
N 1 / (00
o
'r C I'l
8'x6' TEE
/ �� 246 24" L N 1 6' VALVES
WA R MAIN 'x cp T�4&4S & ( 1 THRUST BLOCK
NEW 80 PVC
WATER MAIN
QOHLAN - WIMBERLY LANEORIZONTAL: 1"=50'
30
28
6
2
18
DATUM ELEV
15.00
PROFILE - WIMBERLY LANE
O
Lri
PHASE III CONSTRUCTION
150.0' VC
HIGH POINT ELEV = 26.81
HIGH POINT STA = 3+29
ul
CD
PVI STA = 3+50
+
_
�PVI ELEV = 27.00 +
�_
,�
_
A.D. _ -1.07
�N mm
v
K=139.99 w�
2
F 15"
FINIS
GP
GRADE
_
---0.
0
-0.
I GRADE
9.
XISTING
GRADEFINIS
_
-
-
EXI
TING GR
DE
-
IF
24 L 1
R
WA
ER-
6LF 15"
RCP
19.IC2LF
8' I
vc SE
4-4
U-) L
c0
O
00
00
CDN
O
-
N O
O
CO
00 O
1-
CD O
00 .
r"� CD
c0
CDr'
�"� �
CDr-�
C
CO
CD
CD
d-
Cf0 N
d
'n N
N
C'j
N
N
�
CN
N
cD
N N
cD
CO CN
CN
CD
Q0 N
C-0
N
C-4
cD
Q0 N�
CV
N
CV
C0
CV N
N
N
N
CV
0+00 1+00
STA. 0+00 WIMBERLY LANE
STA, 13+65.76 WILLOUGHBY LANE
grill]
3+00
AI1]
5+00
V
1
t
0
5+71.65 \ 1
W
I/^rn\IITHORNE PLACE
LO
ro
3 N
STA. 5+71.65 WIMBERLY LANE
STA. 9+49.75 WITHORNE PLACE
LEGEND
-OHE- OVERHEAD ELECTRIC LINE
FO UNDERGROUND FIBER OPTIC LINE
-W- WATER LINE
-S- SEWER LINE
-D- STORM DRAIN RCP REINFORCED CONCRETE PIPE
SILT FENCE G O PERMANENT 2" BLOWOFF
B
C8 C1
Ca C14
OUTLET PROTECTION N 1" WATER SERVICE
C
CB C13
C8 C14
GRASS SWALE I FIRE HYDRANT
0
SLOPE AS INDICATED C8 C13 yrC
ea eta
® CHECK DAM x , THRUST BLOCK
E
C8 C13
Ca CI4
CURB DROP INLET N G MANHOLE
N
SEDIMENT TRAP Ca c1a ca CI
Ca cl4
VALVE & VALVE BOX A
N SEWER SERVICE
ca cla �
ca c1a
+27 0' PROPOSED SPOT ELEVATIONS
GRADE EVENLY BETWEEN SPOT ELEVATIONS.
NOTES:
1. SEE DETAIL A, SHEET C13 FOR TYPICAL ROAD SECTION.
2.SEE DETAIL B, SHEET C13 FOR NEW PAVEMENT SECTION.
3. SEE DETAIL L, SHEET C13 FOR SIDEWALK CONSTRUCTION.
4.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
WITH THE PROJECT VEGETATION PLAN, SEE DETAIL M, SHEET
C13.
5. SEE DETAIL F, SHEET C14 FOR TYPICAL TRENCH SECTION.
NO-1 DESCRIPTION BY I DATE
Revisions
SEWER
MANHOLE SUMMARY
MH
RIM
IN
IN
OUT
REMARKS
1
23.52
12.4 NEW 8° BENCH
-
11.90
EXISTING MANHOLE
2
25.3
14.58
-
14.57
3
26.52
15.00
-
14.99
4
26.00
15.44
-
15.43
5
25.27
16.07 MH 6
18.07 MH 16
16.06
6
25.54
17.67 MH 7
19.67 MH 14
17.66
7
25.18
19.27
-
19.26
8
26.07
20.32 MH 9
20.32 MH 13
20.31
9
25.79
20.89
-
20.88
10
25.32
21.47
-
21.46
11
25.15
21.92
-
21.91
12
50
-
22.49
13
10
-
21.09
14
15
-
2L14
15
77
R20.44
-
21.76
16
67
-
19.66
17
MH 18
20.44 MH 19
20.43
18
..06
-
21.05
19
2779
21.43
-
21.42
DRAINAGE STRUCTURE
SUMMARY
DS#
STA.
RIM
BOTTOM
REMARKS
1
4+41.67
24.4
22.2
CURB INLET
2
4+41.67
24.4
22.0
CURB INLET
3
12+16.08
24.4
22.4
CURB INLET
4
12+16.08
24.4
22.2
CURB INLET
5
0+32.42
25.5
23.1
CURB INLET
6
0+32.42
25.5
23.3
CURB INLET
7
5+39.27
25.3
1 23.3
CURB INLET
8
5+39.27
25.3
23.1
CURB INLET
9
7+65.40
24.4
22.2
CURB INLET
10
7+65.4D
24.4
22-4
CURB INLET
11
4+75.16
24.4
23.2
CURB INLET
12
4+75.16
24.4
23.0
CURB INLET
13
-
25.5
22 6
YARD INLET
14
4+14.05
24.4
23.0
CURB INLET
15
4+14.05
24.4
23.2
CURB INLET
16
-
25.5
21.9
YARD INLET
17
-
25.5
21.5
YARD INLET
18
-
25.5
22.0
YARD INLET
19
-
25.5
22.8
YARD INLET
20
-
25.5
22.8
YARD INLET
21
-
25.5
22.0
1 YARD INLET
SPECIAL SEEDING 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.
NEW WORK ITEMS
OROUTE NEW WATER MAIN ABOVE NEW SEWER MAIN,
PROVIDE MINIMUM 24" VERTICAL SEPARATION.
OROUTE NEW WATER MAIN BELOW NEW STORM DRAIN,
PROVIDE MINIMUM 24" VERTICAL SEPARATION.
OROUTE NEW SEWER MAIN BELOW NEW STORM DRAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION.
®ROUTE NEW WATER MAIN BELOW NEW SEWER MAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION. PROVIDE
20 LF DUCTILE IRON WATER MAIN AND 20 LF DUCTILE
IRON SEWER MAIN CENTERED AT CROSSING POINT.
ODO NOT BEND PIPE BEYOND MANUFACTURER'S
RECOMMENDATIONS. PROVIDE 11 1/4', 22 1/2', 45'
ELBOWS TO ACCOMMODATE PIPE INSTALLATION. ALL
FITTINGS SHALL BE PROVIDED WITH THRUST BLOCK.
GRAPHIC SCALE
0' 25 50 100
SEAL
it
n
lzt QOQ
O
oz�
E-,
�24"]'1
6 O
�00L0
Z Q0
lo..., C _ �
w z N
Ej� Ln
owN
w�m�
(� �3:x
Ei LL
00
> o
c Cfl O
W Ln O
W -0 i
C x
O
Oc�ON
E
w �
p.,
0
H
� � W
2
� � O
I � �
W Q'
Cam,
E-
w a
� n
C8 C8 HORIZONTAL: 1"=50'
VERTICAL: 1"=4'
( IN US SURVEY FEET )
1 inch = 50 ft.
04169

LEGEND
-OHE- OVERHEAD ELECTRIC LINE
NOTES:
-FO- UNDERGROUND FIBER OPTIC LINE
1. SEE DETAIL A, SHEET C13 FOR TYPICAL ROAD SECTION.
2.SEE DETAIL B, SHEET C13 FOR NEW PAVEMENT SECTION.
-W- WATER LINE
3.SEE DETAIL L, SHEET C13 FOR SIDEWALK CONSTRUCTION.
-S- SEWER LINE
+
27.0
PROPOSED SPOT ELEVATIONS
4.REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE
--0- STORM DRAIN RCP
REINFORCED CONCRETE PIPE
GRADE EVENLY BETWEEN SPOT
ELEVATIONS.
WITH THE PROJECT VEGETATION PLAN, SEE DETAIL M, SHEET C13.
5. SEE DETAIL F, SHEET C14 FOR TYPICAL TRENCH SECTION.
om SILT FENCE G
® CHECK DAM
O PERMANENT 2- BLOWOFF
THRUST BLOCK
C9 C1
C9NCI
C98CI
C9ECI
OUTLET PROTECTION HC7
CURBDROP INLET(
1 WATER SERVICE C
S MANHOLE
O
H
C9
C9
,j SEDIMENT TRAP C9 CI C9 CI
CI4
C9 CI
�. CRASS SWALE I
VALVE & VALVE BOX A
FIRE HYDRANT D
SEWER SERVICE
F-
SLOPE AS INDICATED C9
CI
CI
's'v�
C9
CN
c9
cl
2NEW 8 PVC \
�11; 2' 8 RUST � � 27 WA
23 t6-. - l5 = Jr AL S
32 31 �., ��5o aet 22 1HRusr alp
T-I 21 20
III0H
19.
40LF 24 RCP
do (1) FES �6MF 2
DSV3 1 DS#19
��1�►SE I 18
S T0 "AIA ONT R P � �
¢ � N
A PLAN - WITHORNE PLACE
C9 C9 HORIZONTAL: 1"=50'
2" BLOWOFF 30
28
26
22
20
18
ATUM ELEV 16
15.00
SPECIAL SEEDING 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.
I 7
NE; 8•
17-•lam
�lr►��� 11
Cf71i��jiV
NEW WORK ITEMS
OROUTE NEW WATER MAIN ABOVE NEW SEWER MAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION.
OROUTE NEW WATER MAIN BELOW NEW STORM DRAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION.
QROUTE NEW SEWER MAIN BELOW NEW STORM DRAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION.
®ROUTE NEW WATER MAIN BELOW NEW SEWER MAIN.
PROVIDE MINIMUM 24" VERTICAL SEPARATION. PROVIDE
20 LF DUCTILE IRON WATER MAIN AND 20 LF DUCTILE
IRON SEWER MAIN CENTERED AT CROSSING POINT.
ODO NOT BEND PIPE BEYOND MANUFACTURER'S
RECOMMENDATIONS. PROVIDE 11 1/4', 22 1/2', 45-
ELBOWS TO ACCOMMODATE PIPE INSTALLATION. ALL
FITTINGS SHALL BE PROVIDED WITH THRUST BLOCK.
I 4�
t_
b5 ;TRAJL
WI OR� 57 50
OO
VAL $]
2• 0
ON)
1301F 18'
A, h) FES \
STORMWATER
POND #2
Z*
DRAINAGE STRUCTURE
SUMMARY
USt
STA.
RIM
BOTTOM
REMARKS
1
4+41.67
24.4
22.2
CURB INLET
2
4+41.67
24.4
22.0
CURB INLET
3
12+16.08
24.4
22.4
CURB INLET
4
12+16.08
24.4
22.2
CURB INLET
5
0+32.42
25.5
23.1
CURB INLET
6
0+32.42
25.5
23.3
1 CURB INLET
7
5+39.27
25.3
23.3
CURB INLET
8
5+39,27
25.3
23.1
CURB INLET
9
7+65.40
24.4
22.2
CURB INLET
10
7+65.40
24.4
22..4
CURB INLET
11
4+75.16
24.4
23.2
CURB INLET
12
4+75.16
24.4
23.0
CURB INLET
13
-
25.5
22.6
YARD INLET
14
4+14.05
24.4
23.0
CURB INLET
15
4+14.05
24.4
23.2
CURB INLET
16
-
25.5
1 21.9
YARD INLET
17
-
25.5
21.5
YARD INLET
18
-
25.5
22.0
YARD INLET
19
-
25.5
22.8
YARD INLET
20
-
25.5
22.8
YARD INLET
21
-
25.5
22.0
YARD INLET
SEWER
MANHOLE SUMMARY
MFIJ
RIM
IN
IN
OUT
REMARKS
1
23.52
2. NEW 8' NCH
-
11.90
EXISTING MANHOLE
2
25.3
14.58
-
14.57
3
26.52
15.00
-
14.99
4
26.00
15.44
-
15.43
5
25.27
16.07 MH
18.67 MH 16
16.06
6
25.54
17.67 MH 7
19.67 MH 14
17.66
7
25A8
19.27
-
19.26
8
26.07
20.32 MH 9
20.32 MH 13
20.31
9
25.79
20.89
-
20.88
10
25.32
21.47
-
21.46
11
25.15
21.92
-
21.91
12
24.70
22.50
-
22.49
13
24.63
21AO
-
21.09
14
25.88
21.15
-
21.14
15
27.26
21.77
-
21.76
16
26.14
19.67
-
19.66
17
25.38
20.44 MH 18
20.44 MH 19
20.43
18
24.57
21.06 1
-
21.05
19
26.79
21.43
-
21.42
1
i
64
65 66
9+4 .75 WDHOR E PLACE 67 68
STA 5+71.6 NE 69
W
N 8' P _ l
8685 ATER � 15•
84
83
PHASE III ' 8•W6, S
1 6' VAL
1 THRUST BLOCW
PHASE II/III CONSTRUCTIOf!
i
LNEW 8' PVC - m
� WATER + S
F 11
i 82 81
m 1 -24 Q�ii
NEW 6' PVC 80
WATER
STA. 1 �7 HORN
- _ I C/L CUj-DE-SAC
1 I RELEASE FOR PERMITS I JKA 11/27/06
N0.1 DESCRIPTION BY I DATE
Revisions
I
I
I
�I
Cj 1L25�
CL DITCH
I Iwo I,
73 1,
IN
S
\
\'
i
15EASflgli
gp• l7
•
WA1ER
75
TAN lop MNNW
f
AL SITMAXIII.
1)
E' w am
1
11111 T BIDPR
76
tip
100.0' VC
100.0, VC
150.0' VC
LOW POINT ELEV = 24.71
HIGH POINT ELEV = 25.76
LOW POINT ELEV = 24.72
n N
LOW POINT STA = 4+14.05
HIGH POINT STA = 5+62.64
LOW POINT STA = 7+65.40
Ln m
to C u�
c �` r
PVI STA = 4+31.75 r
,n PI STA = 5+49.75
r`
"'
PVT STA = 7+49 75
4' of `�
M +
p
N ELEV = 24.50 00 '7
rn �n PVI ELEV = 26.00 m
� +
"'
;D +
o N
,ri PVI ELEV = 24.50 +
+ N
�Z'
Z Z +
.�- O O r7
4
`� N
.Mri
c� A.D. _ -2.02 u�
� z� Z�
o
cri
=y
A.D. = 1.88
L`i cii E..i
vi ., K = 49.48 rii
w vi
A.D. = 1.24
L;i 0i
O n F5
E..i a
sti m
>
m K=53.26 �..iw
> > >
>
�.�
> K = 120.86 >
> 3(n mN
mm w
m
m w
w
mi
-_
8"X6 -
--
- E
SING
RADENI
GRAD
DUCE
EXISTING
GRAD
-------
-----
E
ISTING
RADE
_FINIS
- -
---
4 BRAD
_
__
-
- -
--
-- -
-- --
--
o
- -
- -- -
49
ONE
_
N
-
WE66 F
C- -
NEW 8"
PVC
- -
-
-
-
-
-
-
-
8" PVC
-
--
--
-
-
-
-
-
- _
-
W
-
WATER
_
-
--
\
-
/
-
- 1
7
-
8 ^F�VC
WA
-
-
_ -I _
i
- -
-
-
1
-
PI
-- WA
-R-
-
-
-
-
-
--
- -
-
-
-
__
2
-
48LF PVC
-
.4X
-
--157.Nff
8' pvtSEWER
414X
- -
--
-- _
-
- -
-
-8
PIA
i_
r7
N O
00
•- coLn
LCJ
N
67 n
O CD
CO -
0 .-
r7
O N
O
N r
f�
r� O
00
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r7
n O
N O
cD
L
N
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0l
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I�
(\
a O
<Y O
N
00 O
r) O
(`
t` O
O
N
N
N
CO
O N
N
O
O N
N
O
N N
O
N N
N�
N
N N
M
N N�
N N
N N
N�
N�
M
CN
4 �
N
N
�
N�
C
N�
O
N
C
C N
�
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C
N
Ln
� CN�
Ct
0
N
N
N
N
N
N
N
N
N
N N�
N N
N N
N N
N N
0+00 1 +00
STA. 0+00 WITHORNE PLACE
C/L CUL-DE-SAC
PROFILE - WITHORNE PLACE
HORIZONTAL: 1"=50'
C9 C9
VERTICAL: 1"=4'
2+00 3+00 4+00 5+00 6+00 7+00
STA. 5+49.75 WITHORNE PLACE
STA. 6+41.13 WOODMARK TRAIL
8+00 9+00 10+00
STA. 9+49.75 WITHORNE PLACE
STA. 5+71.65 WIMBERLY LANE
Kalil]
GRAPHIC SCALE
( IN US SURVEY FEET )
I inch = 50 ft.
12+00
a
so
m
CD
�
�
,tj
N
t
Z�
N F
W
O
F=
30
28
26
STA. 12+78.31 WITHORNE PLACE
C/L CUL-DE-SAC
8 x6'
NEW 8"
WATER
IG 6" I
0.'
o)
L
o
c
Iv
DO
Ln
Q0
wzN
W
�
of
LA
m
Ln
W
Ewe
X
�.�
c
o
z
>
�
co
coo
w
Ln
o
w
UO
U
�O�
�mN
i
O
O
O
W
E--
O
�
W
W
�
�
�
Q
o
O
E
�
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x
E-
�
O
i
^fD4
E- i
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W
�
C 9
04169

2S �
LARGED PLAN - STORMWATER POND #1(PLN
HORIZONTAL: 1"=40'
ELEVATION=21.0'
16.0' i
)STORMWATER DETENTION POND CROSS-SECTION
TC101NOT TO SCALE
3
SAFETY LEDGE
10 _ TEMPORARY POOL ELEVATION = 24.5' ` ELEVATION=21.0'
PERMANENT POOL ELEVATION = 22.0' p
1 L POND BOTTOM ELEVATION= 16.0' 1
3 3
TO POND #2
ZIZANIOPSIS MILIACEA
WATER MELLET) 0 18
O.C. EACH WAY
7-
ELEVATION=22.0
GRAPHIC SCALE
40 0, 20 40 80
( IN US SURVEY FEET )
I inch = 40 It
160 1
In=
a;
0
L
o
�03Ln
L
N
CO
r--�
N
C-
W
z
(-D
C"
N 1
C)�
W
m
L0
O
W
W
X
�
�
o
z
C:(Do
wLno
W
�'
I
U2
�
x
o
O
�+
In
0N
E-+
w
W
O
�
�
z
O
O
Q
E
a�
O
E-+
CO
I
�
Q
�
w
W
E-
if
W
C t 0
04169

r
26LF 15" RCF
26LF
S#21
' 90 -
8� 87
1301 F 18" RCP
T 11 & (1) FES
0
6S#1
I _\
34 3l F 24" f CP-'
& (2) FES
172L 18' RCP -,I.8
_ 4
86 85
O D
83
1
,STRAPS 24' O.C. ANCIIORLD
j IN CONCRETE 12° 1.W1N
- (TYPICAL OF 4)
FOREBAY If' 0 10 I — - -- ----- — /—----1
9
POOL #2 '
PERMENANI POOL ELFW10N = 22.0' (34,293 SF)
TEMPORARY POOL ELF,,ATION = 24.5' (44,985 SF)
z�
FOREdAY
89.00'
N _U Fr�
2'>9 (100 i 100� 102 00�
12 ') 18" RCP -
& FLS\ _
33LF 15"
�l
A ENLARGED PLAN STORMWATFR POND 12
C11 C11 HORI/ONIAl 1"= 10'
26LF 12" RCP
108
d
0
1 77
i
i
056
26LF 15
16l'_= 15" RCP T
n
i
24" RCP
n �I) FES
TRASH SCREEN-#6 RHAR it 6" O.C.- PLAN
EACH 1"vAY WELDED TO FR-JE AND — rCAST IRON LID AND FRAME MARK[II iORM DRAIN"
�—To 3 ATTACI IED TO EACH OVERT OW WEIR /,-6" THICK CAP
OPENUG 24 - i 3 ®12" O.C. EACH WAY
RIM = 26.0T -_ - _ - # / S' WIDE x 1; I" ]HICK METAL
STRAPS 24'" 0 C. ANCHORED
TOP OVERFLOW WEIR = 25.5' _ 4 N CONCRETE I " MILL 2461 F 2,1" RCP
8" BOND BEAM (TYPICAL OF -I) / & (1) FFS
--rELEVATION OVERFLOW WEIR 24.5' Lj-7
(---3' CLEAR
5' CLEAR
INV_FRT 4" ORflq OUTLET_ PIPE_=_22.0' _ 6" DIA GALV PIPE WELDED
TO 1 /4" STEEL PLATE -ATTACH 41,
TO WALL WITH (4) 1/2" DIA.
INVERT 6" DIA. INLET PIPE = 21.0' /S" EXPANSION BOLTS
-HARDWARE _g-LOTff KND STAINLESS
STEEy�AP
TOP OF FOOTING - 18.0' �V�8' CMU-001!L°'ITE FILL ALL CEII
a #5 DOWEL (IfO.C.-PROVIDE 3' WIDE x 18 111i','K CONCRE fE
_ 9" BEND ANCHORAGE FOR 'IFL
ct: ' P • °
a
.o
a
7'A7'
Ql
SECT�._#3 � 12 O.C. EACH WAY
�SECTIONNoUrTLET STRL, T_i TO SCAl �
I,'MOPSIS MILIA—CEA
W1 IR MILLET) 0 18"
C. EACH WAY
10'
SAFETY LEDGE-��
`
'
ELEVATION 220'
TEMPORARY POOL ELEVATION 2 5' �_ ELEVAIION=210'
ELEVATION=21.0'
PERMANENT POOL ELEVATION - 22 0' -
1
1
L— FOREBAY ELEVATION= 16.0' 1 POND BOTTOM ELEVATIOII 6.0'
--
1
1 I FOREBAY ELEVATION- 16.0' 1
3 .S
2
STORMWATER DL?ENTIOIJ
POND CROSS-SECTION
C11 111 NOT TO SC,E
GRAPHIC SCALE'
40 0' 20 40 80 160
( IN US SURVEY FEET)
I. inch 40 It,
W
Ui
C>
0^•�9
^^�
k�
C_
I Ll
fY
CV
ir)
c_
iv_.
�r
1 I
c
I
io
1O
0
U
uI
I
c
r�
�
o
c�
fl
0
O
w
Q
o
O
O
I
�
Q
W
s

ji
Ll
71� -wv
" cISTORMWATEIT BYPASS STRUCTURE 2
CC8 C7
/ r
_ OTTOAY�Q0.2'
T _ ! WEIR=21.5,. `- r
INVERT 6' ORIF�CE--20.3 1Y
�roo (74
—<
- 26) 75
I \
1 INI I I ASE i OR I'I NMI I
1 DvVO COMIMEPITS jK,1 3 7//0/
I1C). D1 ( \I11T10LI BY DATE
R( V1S10T s
"'" I IiOliL U
TRASH SCREEN #6 REBF�R CO) 6" 0C PI AN
EACH WAY WELDED TO FRAME AND CAST IRON LID AND FRAME MARkLD "`I IORM DRAIN"
ATTACHED TO EACFI OV'FRFLOW WEIR6" THICK CAI'
_�
�� �-- - �T" V IUL > 1; („ [HICK"'[ 1,iL
RIM - )6.0'------OPEfJIIJG - - 24�� �3 Cc) 12" O.C. EACH WAY f w;'" �,' ail 1 FI
' I a T AI . O.0 rJh;HO ., D 4l I F 18" C R +T_ )
TOP_OVLRFLOW WEIR - 25.5' IIJ ('U,1CRI iL 12' IdIlL I'I STIC PIF'C & (1S FLS
22
_ _ _ / ---- — ---- - -- 8" POND BEAM (I YF ILAL OF 4)
--� - _ 3 -
/ I � I Z 1 3 �� 1 � \ = �- ==�1fl��"ts— \ [ �j — _ c
& I fE I I J�J IORE3AY I
ELEVATION OVERFLOW WEIR 24.5'
1V_21.5_ I \ ,- 1 I EVEL ELOW J I �, 1— 3i 1'
' CLEAR (TYP)------� � --
- POOL #3 READER 12 C1 53
' CLEAR
PERMENANT POOL�LEVATION ,, 220' (29,805 SE) � _ y l
TEMPORARY P001 EL�!'ATION — 24.5' (40,053 SE) Ir ,
—
� - T �� - iil_VERT 3' ORIFICE1.O�ITLET PIPE_ - 29.0' -6" DIA GALV PIPE WELDED
-
a TO 1/4" STEEL PLATE -ATTACH ^
TO WALL WITH (4) 112" DIA.
_ - —�-- _ EXPANSION B01 TS
PIPE INVERI 6" DIA INLET 21 0' �
HARDWARE PI TN-7�-ND QTAINIESS
I -- -(11- 6)
JI 17 118) 9 120-
-
- _
-
-
--
34)
�133�
(132;
�13>3�
�2�
�T
I
/ A
HLARGED PLAN STORMWAIFIR POND_3
HORIZONTAL. 1"=40'
I \
— — \ TOP OF FOOTIfJG28100,
I
25
_ - A
WTI I T
2� 11�L24 4 STRUCTURE 1° Ct
123
- X -
�
is W
40 1 f_ lfi" CORRU(,ATED
P! S 11C PILL & (1) FES .
8" CMU-CONCRETE FILL ALL CELL
��-#5 DOA 1_ C4) 16° O.C. PROVIDE 3' WIGF x 18" (HICK C011CRF IL
9" BEND 11(1' 1RA("I FOR PIPE
Skr Ti A1k I \-43 @ 12" O.C. EACH WAY
------ -
124 WI y 1 OUTLET STRUCTURE
- C12 1 NOT TO SCAIE
W W Y
W 1
- � 126
i
W /
128 1�7
l
w ;. NATURAL VE�ETATED FILTER STRIP AREA
r ,
tdAX11AUlA FLOODED DEPTH = 21.5'
TOTAL CAPACITY TO 21.5' = 62,083 CIF
W
10
EOREBAY ELEVATION- 16.C'
3
3 STORMWATER DET''JTION POND CROSS-SECTION
12 C1 NOT TO SCALE
ZI (IOP`IS MILIACEA
WA 8
J.C. FACII WAY
SAFETY LEDGE r ELEVATION=22.0'
TEMPORARY P001 ELI VATION 24.5' V..
ELEVATION - 20.0'
PERMANENT P001 _EI LVATION_ 22.0�
10
1 POND BOTTOM ELEVAIION= 16.0' _� 1
3 3 - -10' - - --
,FRAM[ & GRAI
OVER I'll I 1 CHAMBER 0111 Y
PIPI-SI_ I /', , IIIDICA I I_D
8" SOLID CMU WIER ---
BYPASS PIPE FROM
UPSTREAM SYSTEM �
SIZE AS INDICATED \�
i
PIPE NiIFLUSH & GRATE
#5 C 6" OC EACH WAY WITH INSIDE WALL
_RIM_ ELEVATION-25.0' _
8"
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FOP OF WEIR=21.5' � � � -8' CMU GROUT FILL h
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6" ORIFICE 20.3' - P1ri TmE & so i
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I ACH SIDE
7x1
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31' BACK CURB TO BACK CURB
26' PAVEMENJ
F- SLOPE: 1/4" PER FOOT
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-TACK COAT 1-1/2" SF 9.5A ASPHALT SURFACE COURSE
30" 1ICDOT CURB & GUTTER -8, ABC STONE BASE
DCIAIL A, SHEET C21 16' SELECT BACKNLL
A ROAD SECTION - 61' R/W, WITH C&G -
C2 C13 NOT TO SCALE
1-1/2" SF 9.5A ASPHALT SURFACE COURSE
TACK COAT
1-2" TYPE H BINDER
8" ABC BASE
1
III -III
III 1 16" SELECT BACKHLL
PUBLIC ROAD
�B NEW PAVEMENT SECTION
C2 C13 NOT TO SCALE
CUL-DE-SAC
31.5' BACK OF CURB
R1
2% SLOPE
SECTION A -A BBB C
�C CI!! DE ``C 0 LOCAL RC',D
QC2 C13 NO I TO S(AE E
3 0"
2" RADIUS
DRIVE
RAW I 12'
DRIVE
SR 3'R 30" CURB & CUTTER
/ \I
CURB CUT
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C2 C13 NOF 10 SCALE
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P.1v.EMEfII
CONCRETE I7 1 ;2"
C�JRB & GUTTER
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NOTT
1. COf ITR ",CTION JOINTS SHALL BE PLACED 10'-0" O.C. TO A I.1INI'`AUM
DCPTII OF 1 -1 12.
2. COTE FP,ACTION JOINTS SHALL BE FILLED COMPLETELY WITH F. OINT FILLER
SUITA.PI E FOR THE APPLICATION.
3. F PAII ;ION JOINTS SHALL BE PLACED 80' O.C. AND ADJACLIF TO ALL
F IX ED OBJECTS (WALLS, WALKS, ETC.)
4. PP:TV'1 I_ Al- ELLVATIONS SHOWN. SLOPE CURB & GUTTER F JE,.'_Y BETWEEN
SPOT I_I_EVATIOHS.
(D CURB AND GUTTER
C2 C13 NOT TO SCALE
R.
—SELF ANCHORING
METAL POST @ 6' O.C. MAX
-12 GUAGE 6 X 6 WIRE MESH
FILTER FABRIC
8 FLOW
3, i
1
G SILT FEfJCE
C4 C13 NOT TO SCALE
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SECTIOfI A -A
A
1
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D
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MAX. RIP RAP SIZE
8
18"
9"
9„
2 4"
8'
12'
12'
18"
H OUTLET PROTECIIGII
C4 C13 NOT TO SCAR
L10TES:
1. PROVIDE GRASS SW" .I_E
AT ALL OUTLET DI T(TI TES
2. PROVIDE 3:1 SIDE SLOPES.
3. VEGETATE IN ACCORDANCE
WITH VEGETA HOF1 P[AL].
@GRAS`, SWALE
4CNOTIJ SCALE
3
PROVIDE EXCHSiOR MALTING
ON LH I IRE I I (;TH OF VI GETA R D
SWALE
�MAXII.9JM DEPTH/ELEVATION
ELEV 23.0' OF RIIIJOFF=22.0'
SPILL AT ELVATION_-22.0' Ell'.' 0'
04,
4 CC' DOUPI F :' IE BRICK
SWALE/SPREADER 16" 4V "III ' ;IIJCRL'�_ f 0011110
ELEVA FION=21.0'
__ LEVEL II O'uti SPREADER SWALE
C4 C13 HOT TO SCALE
4'
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12" THICK LAYER OF
#57 STONE ON UPSTRE
FNn OF rHFCK DAM
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C5 C13 NOT TO SCALE DIRECTION
SLOPE TOWARD CiG
1
2 4 6x6 WWF 10/10
L SIDEWALK
C5 C13 NOT TO SCALE
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVIIIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECII ICA110NS:
SEED BED
LIME 1-1/2 Tort PER ACRE
FERTILIZER 112-10II 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 ARf:A. IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWIII 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% COVFRAGE OF DISTURBED
AREAS, RESEEDING WILL BE REQUIRED AD IECESSARY BY
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
M VEGETATION PLAN
C5 C13 110 F TO SCAT E
3' _
)LAN
1. COIL :'ICT CHECK DAM OF RIP
RAP ONE PLACED IL1 ACCORDANCE
WITH '_'TAIL.
2. SEDI' ` "tL BEHIND THE CHECK DAM
SHAI I BE REMOVED ' fTCE THE LEVEL
IS Wl �:'IN 6" OF THE CENTERLINE
CREST OF THE DAM_
3. SHOUT `) SCOUR DIME I OP A I THE
DOWNSTREAM END IT SHALL. BE
REP, T D IMMEDIA FFI F.
4. PRO\IFF 12" MIN. FOIE GRAVEL
ON U 71PI AV FND ('1 CH CK DAM.
ASPII T
%CU I LER PA VI ' '1T
1
1 RELEASE FOR PERMITS JKA 11,) 1'06
2 DWO COMMENTS JKA /7 07
I10. DE`;CRIPTIOLI BY DAIF
Revisions
1 F_ I CON(RL IF COI I AR PPOV1L)F IN
C 1 F -1 CR I D "RF AS ONLY, OMIT
III R11.1 F) A,RFAS
Imo- 1
I C 1
_,--COILCRI H JOINTS FYP. ALL 4 CORNERS
ST II?, I f P_;MI i,IJD CHI.I [
FE NOTE I. ? f#4 COIJ F. CRADF
- - II �Illi�;lll
1 2' WIDF CONE CRTE COI ',R
PIPE O.D.1 +
CROUT I II [RAIIGF
4' c,r
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6" COMPACTI_D B12" O.C. E.W.
SEC_11011_
I 1 C'_ i I S:
1 =JR CURB INLETS, PROVIDE US FOUNDRY HW81 6,120 IIJLET HOOD & GRATE.
�CF YARD INLETS, PROVIDE US FOUNDRY 01'10 FRAME & CRATE SERIES WITH
GR•=TE #6170 IN GRASSED AREAS.
2 C-OFJTRACTOR MAY CONSTRUCT DROP INLI 1S OF PRICKS OR MASONRY PER
THE iPECHICATIONS.
6I'1 \ DROP INLF T
", C13���/Ilh N01 TO .TAt,FC
3' WOOD PO,', I
NCDOT #57 ST0611
I ROQION CON IROL I AHRIC
011 12 GUACI 6x6 WIRE MESH
PL',I1 2" 7' x 3' WOOD POSE
12" THICK HCDOT
#57 STOIff AROUND
PLRIMFIT R
-BURY FABRIC 8 INCHES
)I CTIOLI_ �TCI I BASIN
PROVIDE SFplMfrlt Tf:AP At All CALCII HISINS
�0 SEDIMENT TRAP
oC5 C13HOT TO SCALE
2G' MIN
= 1 CURB VARIES_
20 MIN
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6" HEAVY DUTY CAST IRON
SCREW TYPE VALVE BOX
AND COVER, MARKED WATER
COMMON BRICK
AT 1/3 POINTS
� —VALVE
1 CUBIC FOOT THRUST BLOCK
A VALVE AND VALVE BOX
C3 C14 NOT TO SCALE
VALVE BOX
CONCRETE COLLAR
VALVE
TER MAIN
WATER MAIN PLUG
WITH 2" TAP
BRASS NIPPLE
2"
2" BALL VALVE
SCH 80 PVC
COUPLINGS
2" PVC SCH. 40 PIPING
END VIEW
P�NOT ERMANENT2"BLOWOFF ASSEMBLY TO SCALE
BACK OF CURB
OR SIDEWALK 2'-01,
CAST IRON -
METER BOX
METER ST,
1" SERVICE TUBING BRICK SUPP(
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�EEP LINE SLACK
_PLASTIC S
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TAPPING SADDLE
WATER MAIN
C 1" WATER SERVICE
C3 C14 NOT TO SCALE
FACE PUMPER —
CONNECTION TO
STREET
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6" VALVE AND VALVE BOX
2 CUBIC FOOT' r
THRUST BLOCK LTEE
WATER MAIN
/4" TIE
BACK TO
D FIRE HYDRANT ASSEMBLY
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2" BRASS PLUG
2" FEMALE
COUPLING
6" TO 8"
MIN. DEPTH
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P p%
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PLAN EARTH
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ELEVATION UNDISTURBED
FOR BENDS EARTH
PLAN
FOR TEES
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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
11
E THRUST BLOCK
C3 C14 NOT TO SCALE
SEE SPECS FOR BURY
REQUIREMENTS
BURIED WARNING AND
I IDENTIFICATION TAPE
FINAL BACKFIL
9" LIFTS MAX
BURIED DETECTION WIRE
FOR NON-METALLIC PIPE -
SEE SPECS FOR BURY
REQUIREMENTS
POLYETHYLENE ENCASEMENT
ON METALLIC PIPE ONLY
J_
INITIAL BACKFILL
6' LIFTS MAX
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6" MIN
12"
O.D. OF
12"
BEDDING
1/2" PIPE O.D.
PIPE
PIPE TRENCH
WITH BEDDING MATERIAL
2"
3'-6" BURY
2 CIF THRUST BLOCK
HYDRANT DRAIN HOLES
DO NOT BLOCK
2 CF #57 GRAVEL
E PIPE TRENCH SECTION
C3 C14 NOT TO SCALE
ENCASEMENT PIPE SIZE
UTILITY MAIN
DIAMETER
ENCASEMENT
PIPE DIAMETER
6"
10"
8"
12"
10"
18"
5 PAVFMFNT WIFITH
61
BURIED DETECTION WIRE -
FOR NON-METALLIC PIPE -
SEE SPEC FOR BURY
REQUIREMENTS
Q
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0
END SEAL A
EACH END PROVIDE SUPPORT W/
SPACERS AT 5' O.C. MINIMUM.
C UTILITY MAIN ENCASEMENT
C3 C14 NOT TO SCALE
SEE SPECS FOR BURY
REQUIREMENTS
BURIED WARNING AND
I IDENTIFICATION TAPE
FINAL
101-,,
WE
EL COMPACTED
!GRADE - SEE NOTE 3
IT U IL V.V. JAJL
EACH WAY
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GRAVITY
SEWER MAIN
6" LIFTS MAX
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SIZE AS INDICATED
12" O.D. OF 12"
PIPE PLAN
PIPE TRENCH WITHOUT BEDDING
2' BACK OF CURB
OR SIDEWALK
CLEAN OUT TO BE SET
24" ABOVE FINISH GRADE
TREATED WOOD SUPPORT
LENGTH = PIPE O.D.+12"
(TYPICAL OF 3)
\�Q CARRIER PIPE
ENCASEMENT PIPE
STEEL STRAPPING
PIPE BELL TO BE CLEAR
OF CASING
SECTION A -A
UTILITY MAIN -SIZE
AS INDICATED
PIPE IN'/ERT AS INDICATED
ON PLAN
ENCASEMENT PIPE -SEE
TABLE FOR SIZE
CURB AND
PAVEMENT
ABS TO PVC 6-
ADAPTER COUPLING
22 1 /2'
PVC GRAVITY
SEWER MAIN
22 1 /2'
IN -LINE WYE
COMBINATION WYE
AN) 1/8 BEND
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.
SECTION GRADE (ASTM D-2665,
D-1785)
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