20140500 Ver 1_Stormwater Info_20140519 (102)

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VICINITY MAP
NOT TO SCALE
EXISTING UTILITY OWNER
WATER AND SEWER
PWC OF FAYETTEVILLE
955 Old Wilmington Road
Fayetteville, North Carolina 28301
910- 223 -4734
Contact: John Allen, PE
Know what's below.
Call before you dig.
CIVIL ENGINEER
4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite 112
Fayetteville, North Carolina 28306
910- 426 -6777
Contact: Scott Brown, PE
email. sbrown @4dsitesolutions.com
910- 221 -9901
Contact: Lorraine Mohler
email- [e-mail]
INSHIP
DRTH C
AILS
ETAILS
M DETAILS
SURVEYOR
4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite 112
Fayetteville, North Carolina 28306
910- 426 -6777
Contact: Jimmy Holland, PLS
email: jholland @4dsitesolutions.com
1
ETAILS
L DETAILS
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THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1- 800 - 632 -4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
409 Chicago Drive - 5uife 112
Fayeffe Le, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4p 51TIL
bOLUTIO INC
A ENgNEE21NG A 2VEYING A, GP-') A, C61NhTP-L1CI0N LAYOLIT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
TAX I D# 0404 -31 -3069,
0404 -31 -86235 0404 -32 -6039,
0404 -32 -44895 0404 -41 -0844,
0404 -41 -19425 0404 -41 -9355
WOODSPRING DRIVE
ROCKFISH TOWNSHIP
TOWN OF HOPE MILLS
CUMBERLAND COUNTY
NORTH CAROLINA
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
SEE SHEETS
DATE RELEASED
FEBRUARY 25, 2014

EROSION CONTROL NOTES
1. ALL INLET /OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND
FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE
SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5'
DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO
MAINTAIN A PROPER BARRIER.
2. TEMPORARY EROSION CONTROL FACILITIES AND /OR PERMANENT FACILITIES
INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL
BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR
AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION.
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE
CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDENR OFFICE A MINIMUM
OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
910- 433 -3300
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO
PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
WHEN TRACKING OCCURS.
6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY -FIVE (25) FEET FROM ANY
PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE
THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS,
OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT
BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED
SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE /GUTTER
LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS.
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE
UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND
REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES
IMMEDIATELY.
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE
BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE
BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST
EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE
SEEDING AND MULCHING, EROSION CONTROL MATTING, AND /OR SODDING AND
STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE
EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED.
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE
PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT
VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR
APPROVE THE ACTION PRIOR TO REMOVAL.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE
INITIATION OF CONSTRUCTION ACTIVITY.
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE
OVER ALL OTHER CONSTRUCTION ACTIVITIES.
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND
PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT.
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF - PRODUCING RAINFALL BUT
IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
14. PURSUANT TO G.S. 113A- 57(2), THE ANGLE FOR GRADED SLOPES AND FILLS
SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14
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. PURSUANT TO G.S.
113A- 57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION DEVELOPMENT.
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES
SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT
DURING THE COURSE OF CONSTRUCTION.
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO THE DETAILS HEREIN.
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS
LORRAINE MOHLER. CONTACT 910 - 221 -9901.
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CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND
DIVERSION BERMS WHERE SPECIFIED.
3. CONSTRUCT PERMANENT WET PONDS TO BE USED AS A TEMPORARY SEDIMENT
BASINS AND SEDIMENT TRAPS AS SHOWN.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN
GRASSED.
6. INSTALL UTILITIES.
7. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING.
8. INSTALL AND PREPARE BASE COURSE.
9. PAVE ROADWAYS.
10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY
MEASURES.
12. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT
WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN
DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS.
13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL
MANUAL.
GRADING NOTES
1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF THE PAVEMENT, UNLESS
OTHERWISE NOTED.
2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING
ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN
ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON
NEIGHBORING ROADS.
3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS;
NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS
BEEN COMPLETED
4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER
TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND
UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE
PLAN
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF
ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT
SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION.
6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER
GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY
PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH
3:1 SLOPES AND SURROUNDED BY SILT FENCE.
8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE
ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.
9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A
CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL
FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL
DRAINAGE PATTERNS.
10. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO
THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE.
UTILITY NOTES
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE AS- BUILTS DURING THE
CONSTRUCTION OF THE WATER LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE
NOTED ON THE AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION OF
THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF TWO DISTANCES FROM
A KNOWN OBJECT. THE CONTRACTOR WILL PROVIDE THE AS -BUILT DRAWINGS TO
THE OWNER TO BE USED FOR THE WATER LINE CERTIFICATION AT THE
COMPLETION OF THE PROJECT.
2. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED
UNDER THE APPROVED PLANS SHALL NOT BE DISCHARGED TO THE EXISTING
SEWER SYSTEM. PLUGS SHALL BE INSTALLED IN EXISTING MANHOLES AS
NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR OF WATER AND
DEBRIS PRIOR TO ACCEPTANCE BY THE CITY. CARE SHALL BE EXERCISED IN
LOCATING PLUGS TO AVOID INTERRUPTING SERVICE TO EXISTING CONNECTIONS.
MECHANICAL PLUGS OR MORTAR AND BRICK MUST BE USED. INFLATABLE
DEVICES ARE NOT ALLOWED
3. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES ARE
APPROXIMATE UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY
COMPANIES AFFECTED BY THE PROPOSED WORK.
5. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO
COMPLETE THE PROPOSED WORK, AND SHALL COMPLY WITH ALL LOCAL, STATE,
AND FEDERAL REGULATIONS
6. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS POINTING DOWNSTREAM.
ALL PIPES SHALL BE PLACED TRUE TO LINE AND GRADE WITH ENDS ABUTTING,
CAREFULLY CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT.
7. MINIMUM SEPARATION BETWEEN SEWER (STORM OR SANITARY) AND WATER LINES
SHALL BE 10' HORIZONTAL OR 18" VERTICAL UNLESS NOTED OTHERWISE. MINIMUM
VERTICAL SEPARATION BETWEEN SANITARY SEWER AND STORM SEWER SHALL BE
24" UNLESS NOTED OTHERWISE.
8. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE
WITH PWC AND NCDENR TECHNICAL SPECIFICATIONS.
9. ALL MATERIALS SHALL BE APPROVED BY PWC BEFORE INSTALLATION.
10. ALL SEWER SERVICES SHALL BE 4" PVC WITH A MINIMUM SLOPE OF 2 %.
11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND PWC A MINIMUM
OF 48 HOURS BEFORE CONSTRUCTION OF THE WATER LINE AND SANITARY SEWER
LINE BEGINS. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER OF RECORD
AND PWC 48 HOURS IN ADVANCE OF ALL TESTING.
12. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY MAY REQUIRE
DEMOLITION. NO UTILITIES SHALL BE LEFT IN PLACE THAT CROSS THE NEW LOTS
UNLESS RUNNING ALONG A LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND,
CONTACT ENGINEER PRIOR TO DEMOLITION.
13. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
14. ALL DUCTILE IRON PIPE USED FOR SANITARY SEWER SERVICE SHALL HAVE
GRIFFIN "SEWPER" COAT, OR PROTECTO 401 LINING.
15. ALL SERVICE LATERALS THAT TIE DIRECTLY INTO A MANHOLE SHALL BE LAID
SUCH THAT THE INVERT OF THE SERVICE LATERAL IS A MINIMUM OF 8" ABOVE
THE INVERT OUT OF THE MAIN.
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
73.76
386.23
N84'31'28 "E
73.65
C2
50.90
386.23
N75'16'41 "E
50.86
C3
35.56
275.00
N75'1 2'27 "E
35.54
C4
87.64
275.00
N88'02'30 "E
87.27
C5
128.96
275.00
S69'23'42 "E
127.78
C6
7.36
275.00
S55'1 1'44 "E
7.36
C7
111.36
205.00
S38'51'57 "E
110.00
C8
149.75
205.00
S02'22'34 "E
146.44
C9
46.81
255.00
N1 6'42'06 "E
46.75
C10
46.81
255.00
N06 °1 0'59 "E
46.75
C11
46.81
255.00
N04'20'08 "W
46.75
C12
70.22
255.00
N1 7'29'03 "W
70.00
C13
70.22
255.00
N33 °1 5'44 "W
70.00
C14
59.09
255.00
N47 °47'24 "W
58.96
C15
39.27
25.00
N09 °25'43 "W
35.36
C16
39.27
25.00
N80'34'1 7 "E
35.36
C17
30.77
25.00
S19'09'51 "E
28.87
C18
65.84
50.00
S21'37'30 "E
61.19
C19
74.25
50.00
N78'06'39 "E
67.61
C20
78.54
50.00
N09'25'43 "W
70.71
C21
39.27
25.00
N09'25'43 "W
35.36
C22
39.27
25.00
S80'34'17 "W
35.36
C23
114.76
325.00
N6432'41 "W
114.17
C24
35.61
25.00
N33'51'16 "W
32.68
C25
21.03
25.00
N31'02'48 "E
20.41
C26
42.05
50.00
N31'02'48 "E
40.82
C27
53.19
50.00
N23'31'31 "W
50.72
C28
25.35
50.00
N68'31'31 "W
25.08
C29
37.77
50.00
S75 °1 8'34 "W
36.88
C30
58.24
50.00
S20'1 7'59 "W
55.00
C31
24.58
50.00
S27'09'09 "E
24.34
C32
21.03
25.00
S1 7'08'35 "E
20.41
C33
35.76
25.00
S47 °55'56 "W
32.79
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C34
98.76
325.00
S80'1 2'27 "W
98.38
C35
106.73
336.23
S80'35'46 "W
106.28
C36
106.73
336.23
N81 *13'01 "W
106.28
C37
50.49
255.00
N77'47'45 "W
50.41
C38
59.94
255.00
S89'47'54 "W
59.80
C39
59.94
255.00
S76'1 9'53 "W
59.80
C40
59.94
255.00
S62'51'52 "W
59.80
C41
74.58
269.87
N48'12'49 "E
74.35
C42
26.86
205.00
N34- 35'48 "E
26.84
C43
104.37
300.00
N48'18'58 "E
103.84
C44
9.16
300.00
N59'09'26 "E
9.16
C45
39.27
25.00
S74'58'03 "E
35.36
C46
75.27
255.00
S38'25'27 "E
75.00
C47
75.27
255.00
S55- 20'14 "E
75.00
C48
75.27
255.00
S72'15'01 "E
75.00
C49
12.87
255.00
S82'09'1 0 "E
12.87
C50
19.53
25.00
S61 *12'58 "E
19.04
C51
51.88
50.00
S68'33'33 "E
49.59
C52
43.19
50.00
N56- 58'18 "E
41.86
C53
35.35
50.00
N11'58'18 "E
34.62
C54
38.35
50.00
N30'15'34 "W
37.42
C55
38.81
50.00
N74'28'21 "W
37.85
C56
33.37
50.00
S64 °10'13 "W
32.75
C57
23.21
25.00
S71'38'34 "W
22.38
C58
77.16
205.00
N70'58'58 "W
76.71
C59
108.17
205.00
N45'05'01 "W
106.92
C60
39.27
25.00
N15'01'57 "E
35.36
C61
69.99
300.00
N66- 42'56 "E
69.83
C62
43.54
300.00
N77'33'25 "E
43.51
C63
53.56
350.00
S77'1 9'54 "W
53.50
C64
75.14
350.00
S66'47'51 "W
75.00
C65
3.75
350.00
S60'20'22 "W
3.75
C66
37.09
25.00
N77- 27'59 "W
33.78
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C67
47.53
205.00
N28'19'24 "W
47.42
C68
36.13
375.00
N24'26'29 "W
36.12
C69
142.56
375.00
N38'05'32 "W
141.70
C70
54.78
205.00
N41'19'41 "W
54.62
C71
165.86
205.00
N10 °29'42 "W
161.37
C72
30.77
25.00
N47'56'50 "E
28.87
C73
65.84
50.00
N45'29'12 "E
61.19
C74
41.15
50.00
N15 °49'00 "W
40.00
C75
41.15
50.00
N62'58'23 "W
40.00
C76
70.48
50.00
S53'03'57 "W
64.79
C77
71.31
255.00
SO4'40'1 8 "W
71.08
C78
135.00
255.00
S1 8'30'22 "E
133.43
C79
68.14
255.00
S41 °19'41 "E
67.94
C80
113.09
325.00
S39 °00'53 "E
112.52
C81
41.78
325.00
S25 °21'50 "E
41.75
C82
9.43
255.00
S22'44'27 "E
9.43
C83
49.69
255.00
S29'22'59 "E
49.61
C84
35.93
25.00
S06'12'12 "W
32.91
C85
55.12
350.00
N42'51'40 "E
55.06
C86
39.27
25.00
N80'34'17 "E
35.36
C87
21.03
25.00
S30'20'02 "E
20.41
C88
61.48
50.00
S41 *27'47"E
57.68
C89
45.73
50.00
N77 °06'42 "E
44.15
C90
64.72
50.00
N1 3 °49'38 "E
60.30
C91
69.26
50.00
N62'56'14 "W
63.85
C92
21.03
25.00
N78'31'24 "W
20.41
C93
39.27
25.00
N09'25'43 "W
35.36
C94
77.90
205.00
N46 °27'28 "E
77.43
C95
87.20
205.00
N69'31'46 "E
86.54
C96
39.27
25.00
S53'1 7'06 "E
35.36
C97
30.77
25.00
S26'58'46 "W
28.87
C98
65.84
50.00
S24'31'08 "W
61.19
C99
51.26
50.00
S4234'32 "E
49.04
SITE NOTES
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE
FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE
SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED
TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE
GENERAL CONTRACTOR'S EXPENSE.
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
3. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE FACE OF SIDEWALK
UNLESS OTHERWISE NOTED.
4. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH
STATE AND LOCAL LAWS AND REGULATIONS.
6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER TOWN OF HOPE MILLS AND
STATE REGULATIONS.
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C100
62.26
50.00
N72'23'06 "E
58.31
C101
39.27
50.00
N14'12'54 "E
38.27
C102
39.27
25.00
N36'42'54 "E
35.36
C103
39.27
25.00
S53 °1 7'06 "E
35.36
C104
39.27
25.00
S36 °42'54 "W
35.36
C105
21.03
25.00
N74 *11'24 "W
20.41
C106
42.05
50.00
N74'11'24 "W
40.82
C107
39.27
50.00
S59 °1 2'54 "W
38.27
C108
39.27
50.00
S14 °12'54 "W
38.27
C109
39.27
50.00
S30'47'06 "E
38.27
C110
39.27
50.00
S75'47'06 "E
38.27
C111
42.05
50.00
N57'37'1 3 "E
40.82
C112
21.03
25.00
N5737'1 3 "E
20.41
C113
39.27
25.00
S53 °1 7'06 "E
35.36
C114
30.77
25.00
S26 °58'46 "W
28.87
C115
103.02
50.00
S03'1 3'08 "W
85.74
C116
82.20
50.00
N77'05'59 "E
73.25
C117
33.41
50.00
N10 °51'37 "E
32.80
C118
39.27
25.00
N36 °42'54 "E
35.36
C119
39.27
25.00
N53'1 7'06 "W
35.36
C120
107.50
50.00
N69'52'49 "W
87.96
C121
111.12
50.00
S15'08'41 "E
89.62
C122
30.77
25.00
S43032'57 "E
28.87
C123
39.27
25.00
S36 °42'54 "W
35.36
C124
63.20
255.00
S74'36'55 "W
63.04
C125
45.27
255.00
S62'25'47 "W
45.21
C126
96.55
255.00
S46 °29'48 "W
95.98
C127
40.86
25.00
S82 °28'21 "W
36.46
C128
103.84
205.00
N3601 1'33"W
102.74
C129
39.27
25.00
N23'1 9'08 "E
35.36
C130
21.03
25.00
S87'35'11 "E
20.41
C131
51.63
50.00
N86 °55'35 "E
49.37
C132
66.15
50.00
N19026'36 "E
61.43
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C133
54.10
50.00
N49'27'19 "W
51.50
C134
50.70
50.00
S70'29'47 "W
48.56
C135
18.60
50.00
S30'47'1 5 "W
18.50
C136
21.03
25.00
S44 °1 3'27 "W
20.41
C137
39.27
25.00
N66'40'52 "W
35.36
C138
66.14
205.00
N12'26'17 "W
65.86
C139
169.27
1 205.00
N20'27'34 "E
164.50
C140
118.80
205.00
N60'42'55 "E
117.14
C141
74.16
205.00
N87'40'50 "E
73.76
C142
19.41
50.00
N86'55'23 "E
19.29
C143
142.38
1 50.00
N05'46'36 "W
98.92
C144
63.63
50.00
S56'1 1'22 "W
59.42
C145
27.53
25.00
S51 *17'08 "W
26.16
C146
7.59
255.00
S81'59'03 "W
7.59
C147
75.27
1 255.00
S72'40'28 "W
75.00
C148
75.27
255.00
S55'45'41 "W
75.00
C149
75.27
255.00
S38'50'54 "W
75.00
C150
91.49
255.00
S20'06'48 "W
91.00
C151
140.27
255.00
S05'55'23 "E
138.50
C152
135.09
255.00
N36'51'29 "W
133.52
C153
38.23
25.00
S08'1 3'55 "E
34.61
C154
64.28
205.00
S00'41'51 "W
64.01
C155
100.83
255.00
N01'38'50 "W
100.17
C156
59.08
255.00
N1 9'36'44 "W
58.95
C157
64.28
205.00
S17 *16'03 "E
64.01
C158
79.96
255.00
S17 *16'03 "E
79.63
C159
66.76
205.00
N16'55'14 "W
66.47
C160
61.79
205.00
N01'02'41 "E
61.56
C161
79.96
255.00
S00 °41'51 "W
79.63
409 Chicago Drive - 5uife 112
Fayeff iLe, NorEh Carolina 28506
Phone: [phone]
Fax: [phone]
License Number: C -2554
4Ii 5ITL
boLUTIONb, INc
ENq NEE21N,' A.hu2VEYING A, I0N L AYOUT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
PROJECT NOTES
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
SEE SHEETS
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER
G -1.0

a
0
0
N
N
V
0
N
N
U
0
U
0
o =
w
L C Hip LNNORT-j
VICINITY MAP
NOT TO SCALE
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99988527
LOCALIZATION POINT N: 441,266.581 E: 2,005,245.296
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
VIRTUAL REFERENCE SYSTEM.
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY VIRTUAL REFERENCE SYSTEM.
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
8. THIS PROPERTY DOES LIE WITHIN A FLOOD ZONE ACCORDING TO
MAP# 3720040300) & 3720040400J OF THE FLOOD INSURANCE
RATE, BOTH DATED JANUARY 5, 2007.
9. THE WETLANDS DELINEATION WAS PROVIDED BY:
GOODEN & ASSOCIATES, INC.
1745 CYRESS LAKES ROAD
HOPE MILLS, NORTH CAROLINA 28348
PHONE: 910 - 223 -7766
10. A PORTION OF THE TOPOGRAPHIC SURVEY WAS PERFORMED BY-
GEODATA CORP — DIGITAL MAPPING SERVICES
104 EAST HORTON STREET
ZEBULON, NORTH CAROLINA 27597
PHONE: 919 - 269 -5744
FAX: [phone]
FIRM NOTES:
ZONE AE BASE FLOOD ELEVATIONS DETERMINED.
ZONE X AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF
1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS
OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS
LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED
BY LEVEES FROM 1% ANNUAL CHANCE FLOOD.
AREA: (BY COORDINATE COMPUTATION
3,841,070 SF (88.2 AC)
REFERENCES:
DB 3008, PG 68
DB 6892, PG 379
DB 7009, PG 456
DB 7799, PG 613
DB 8020, PG 446
DB 8124, PG 153
DB 8465, PG 180
PB 89, PG 106
PB 93, PG 65
PB 99, PG 17
PB 101, PG 155
PB 107, PG 14
PB 108, PG 122
PB 108, PG 195
PB 109, PG 114
PB 111, PG 90
PB 119, PG 190
PB 124, PG 155
PIN NO:
0404 -31 -3069
0404 -31 -8623
0404 -32 -4489
0404 -32 -6039
0404 -41 -0844
0404 -41 -1942
0404 -41 -9355
ZONING: R10
30' FRONT
10' SIDE (1 STORY)
15' SIDE (2 STORY)
35' REAR
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY CREATES A
SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR
MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES
PARCELS OF LA . _a"4e I
--- - - - - -- ----------------------
PROFESSIONAL LAND SURVEYOR — L -4571
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK 8465, PAGE 180 OR OTHER REFERENCE SOURCE
_________); THAT THE BOUNDARIES NOT
SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN
BOOK _____, PAGE _____ OR OTHER REFERENCE SOURCE
THAT THE RATIO OF PRECISION
OR POSITIONAL ACCURACY IS 1:10,000 +;
AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH
CAROLINA (21 NCAC 56. 1600) AND WAS PREPARED IN
ACCORDANCE WITH G.S. 47 -30 AS AMENDED. WITNESS MY
HAND AND SEAL IS 25 DAY OF FEE5P_U4, Y, 2014.
---- - - - - -- ------------------------
PROFESSIONAL LAND SURVEYOR — L -4571
-I
--- 155 -__i
�_a N/F
225 SOUTH HAMPTON
=� a` N/F SECTION FOUR
F
150
SOUTH HAMPTON PB 109, PG 114
)
ERB —� SECTION THREE SSMH #8001
ti
q
LEGEND:
PK PK —PK NAIL
ECM® ECM — EXISTING CONCRETE MONUMENT
EIP Oo EIP — EXISTING IRON PIPE
ERBO ERB— EXISTING REBAR
EIR Oo EIR — EXISTING IRON ROD
o CP— COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
RCP — REINFORCED CONCRETE PIPE
PVC — POLYVINYL CHLORIDE
CI — CURB INLET
HW — HEADWALL
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT —OF —WAY
ss SANITARY SEWER LINE
SD STORM DRAINAGE
— — — — CREEK
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
BENCHMARK
[Y]TRANSFORMER
* LIGHT POLE
❑T TELEPHONE PEDESTAL
© CABLE PEDESTAL
wV
M WATER VALVE
FIRE HYDRANT
0 WATER METER
so STORM DRAIN MANHOLE
® CATCH BASIN
SS SANITARY SEWER MANHOLE
oC0 CLEANOUT
0 ASPHALT
CONCRETE
WETLANDS
=OTHER FLOOD AREAS, ZONE X
= SPECIAL FLOOD HAZARD AREAS (SFHAs), ZONE AE
OW COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
OR
/ G
II II
/ 5/8"
/ II / II EIR
/
SEAL THIS
-- - - - - ------ --- A.D-., 2014.
- r
------------
-
PROFESSIONAL LAND SURVEYOR — L -4571
RECEIVERS.
--- - - - - -- -------------------------
PROFESSIONAL LAND SURVEYOR — L -4571
2° X27
119
—118
r,�oIb
106
1
163
GRAPHIC SCALE
150 0 75 150 300
( IN FEET )
1 inch = 150 ft.
409 Chicago Drive - `)uife 112
Fayeff iLe, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4p 51TIL
bOLUTIONb, INC
AENgNEE21NG A hu2VEYING A, GP_') A, CON')T2uCI0N LAYOUT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
EXISTING
CONDITIONS
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
WES /RON /BOBBY
DRAWN BY:
SEAN
5/8"
JIMMY
EIR
^h3 c
IU
I
I1
�I
I
I
I'
N/F
I
NORTH CAROLINA STATE HIGHWAY COMMISSION
DB 2171, PG 261
I
I�
I^
I
-I
--- 155 -__i
�_a N/F
225 SOUTH HAMPTON
=� a` N/F SECTION FOUR
F
150
SOUTH HAMPTON PB 109, PG 114
)
ERB —� SECTION THREE SSMH #8001
ti
q
LEGEND:
PK PK —PK NAIL
ECM® ECM — EXISTING CONCRETE MONUMENT
EIP Oo EIP — EXISTING IRON PIPE
ERBO ERB— EXISTING REBAR
EIR Oo EIR — EXISTING IRON ROD
o CP— COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
RCP — REINFORCED CONCRETE PIPE
PVC — POLYVINYL CHLORIDE
CI — CURB INLET
HW — HEADWALL
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT —OF —WAY
ss SANITARY SEWER LINE
SD STORM DRAINAGE
— — — — CREEK
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
BENCHMARK
[Y]TRANSFORMER
* LIGHT POLE
❑T TELEPHONE PEDESTAL
© CABLE PEDESTAL
wV
M WATER VALVE
FIRE HYDRANT
0 WATER METER
so STORM DRAIN MANHOLE
® CATCH BASIN
SS SANITARY SEWER MANHOLE
oC0 CLEANOUT
0 ASPHALT
CONCRETE
WETLANDS
=OTHER FLOOD AREAS, ZONE X
= SPECIAL FLOOD HAZARD AREAS (SFHAs), ZONE AE
OW COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
OR
/ G
II II
/ 5/8"
/ II / II EIR
/
SEAL THIS
-- - - - - ------ --- A.D-., 2014.
- r
------------
-
PROFESSIONAL LAND SURVEYOR — L -4571
RECEIVERS.
--- - - - - -- -------------------------
PROFESSIONAL LAND SURVEYOR — L -4571
2° X27
119
—118
r,�oIb
106
1
163
GRAPHIC SCALE
150 0 75 150 300
( IN FEET )
1 inch = 150 ft.
409 Chicago Drive - `)uife 112
Fayeff iLe, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4p 51TIL
bOLUTIONb, INC
AENgNEE21NG A hu2VEYING A, GP_') A, CON')T2uCI0N LAYOUT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
EXISTING
CONDITIONS
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
WES /RON /BOBBY
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
[PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL:1 " =150'
DATE SURVEYED
600 FEBRUARY 3, 2011
SHEET NUMBER
C-1 ■

0
0
r
� w
�_ {Y HIP LN
C
K
of
-][-NORTH
VICINITY MAP
LEGEND: NOT TO SCALE
NL 0 NL -NAIL
"'Z ECM - EXISTING CONCRETE MONUMENT
EIP 00 EIP - EXISTING IRON PIPE
EIR Oo EIR - EXISTING IRON ROD
EIS O EIS - EXISTING IRON STAKE
ERBO ERB - EXISTING REBAR
.... GAS ........ ............................... .
m._
N/F
JOSEPH P. RIDDLE, III & WIFE,
TRINA T. RIDDLE
DB 8473, PG 802
N/F
I SPRING HILL MISSIONARY BAPTIST
DB 8124, PG 153
PB 108, PG 195
'' " " mw
TBM: 4D CS 50
N: 442,610.052
E: 2, 002, 737.3731
ELEV: 173.49
fNC GRID NAD 83�
2011
( )
NAVD 88 _
51
5
1,1..w 52
I,
MIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Or
GROUND STABILIZATION CHART EROSION CONTROL NOTES
.1
11 ' �
ERB ar i
i,, •.
ri :. " � 47 .
�R E�
„.
`` A S
I , 2,(9 , a2 ON < CBE
_-
- :, :
I
O
�'i 168 �� d R /w P �c
r. ". 1 43
,. ,w ,y r
,
47
, .
a
46 = I `
v 1 2'
i0, %I 91111 & +,1 ERB 167
1, ;0 I
X10 RAC 45 r 'p �, ,,� ,� ," , \ " 1 /2 \1 1 C 11
53 p STRFF� 14 \� WEST HAMPTON OWNERS 'ERB
\ \ \ ASSOCIATION OF 1 6 1.
54 CUMBERLAND COUNTY �};,y 11 , 1 D 8898 PG 468
1 2
1'':-_ IT , 87
:
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
583
ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
NEIGHBORING ROADS.
HIGH QUALITY
3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE
WATER (HQW)
7 DAYS
NONE
ZONES
BEEN COMPLETED
4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7 -DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER
IN LENGTH
PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY
NONE
ALL OTHER AREAS
,
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
1. ALL INLET /OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND
FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE
SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5'
DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO
MAINTAIN A PROPER BARRIER.
2. TEMPORARY EROSION CONTROL FACILITIES AND /OR PERMANENT FACILITIES
INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL
BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR
AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION.
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE
CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDENR OFFICE A MINIMUM
OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
910 - 433 -3300
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO
PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
WHEN TRACKING OCCURS.
6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY -FIVE 25 FEET FROM ANY
PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE
,y .
:� `�G ����E ,., ,., , ,.,, `. y } , 6 ` ORA OTHER EMEANS. CONTROL EROSION STOCKPILES STOCKPILES VBY PLACING SL T
�( •, f
,\% • Q�B�� 6 : 86 `_, : i, _ Z�z
S URFACES MUST BETNO LIESS THAN OF VE FEET FROMETHE DRAINAGE /GUTTER
L /64 I LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS.
�� N . 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE
1 11 m.. ,
�,
�� 63 85 N /F 1w' 1 /2 I / y F 1cr
" x
UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
"""" °'rr 66 ,.' p- GHM GROUP, LLC w ERB r �/ REPLAOCERDETEROIORATEDN DAMAGED, TOROROTOTEDD EROSION OCONTROL DEVICES
`." 62 .r .... , WO 6( i 163 ,; `� .)i r ;1 IMMEDIATELY.
1; 61 "7 " - 0 84 P , 1 I ti ti 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE
11 ti,
G
DB 8 G
�i
• ,_
- 59 60 ': " _ ,*- w �O ., I. rr BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE
w '"'* _ w 67 < _ _ _ "., � �' , � / BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST
. n:
5/8 s'11 h C3 rv„ r q; , I s 11 11
EIR 1 yry � ,.w =t q „ f /
O / ,i ;; _ , i 83 \ A. ,� ff N/F ��� SEEODING AND MULCHIING,WEROSION CONTROL MATTING, AND/OR SODDING ODDINGEAND
w f
N F - NOW OR FORMERLY ., •u
/ -, �° 1
R/W -RIGHT OF WAY f- if`'*, k
PVC - POLYVINYL CHLORIDE � � I 1 � U ' w w. w 11 .1
RCP - REINFORCED CONCRETE PIPE - � , w \ wx
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT -OF -WAY
- • • _ _ .. - EASEMENT LINE
ss SANITARY SEWER LINE
-GAS UNDERGROUND GAS LINE
// OVERHEAD UILITY
WETLANDS
TREE LINE
- Loc- Loc- LIMITS OF CONSTRUCTION
- SF - SF - SILT FENCE LINE
- JN - JN -JUTE NETTING
- DIV - DIV - DIVERSION BERM
-- - - - - -- STREAM CENTERLINE
­­­-TOP TOP OF BANK
= I I m I I m I I= CREEK /WATER SURFACE LINE
BENCHMARK
m TRANSFORMER
PP • UTILITY POLE
* LIGHT POLE
T
TELEPHONE PEDESTAL
© CABLE PEDESTAL
C GUY WIRE
WV
D4 WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
STORM DRAIN MANHOLE
® CATCH BASIN
(S ) SANITARY SEWER MANHOLE
oco CLEANOUT
S TREE
SOIL
WETLANDS
O INLET PROTECTION
CONSTRUCTION SE UENCE
Q
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCES, TEMPORARY SILT FENCE AND
DIVERSION BERMS WHERE SPECIFIED INCLUDING THE DIVERSION BERMS THAT ARE
GOING ACROSS ROADWAYS.
3. CONSTRUCT PERMANENT WET PONDS WITH FOREBAYS TO BE USED AS
TEMPORARY SEDIMENT BASINS; CONSTRUCT TEMPORARY SKIMMER BASINS AND
TEMPORARY SEDIMENT TRAPS AS SHOWN.
4. INSTALL ALL NECESSARY DISSIPATERS AND SKIMMERS ASSOCIATED WITH THE
TRAPS AND BASINS.
5. INSTALL TEMPORARY STREAM CROSSING PER THE DETAIL.
6. CLEAR AND GRUB THE SITE AS NEEDED.
7. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN
GRASSED.
8. INSTALL ALL EROSION CONTROL MATTING AS SPECIFIED ON PLAN.
9. INSTALL UTILITIES TO INCLUDE STORM WATER PIPING.
10. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING
EXCEPT FOR FES -95 WHERE THE SEDIMENT TRAP IS LOCATED.
11. ONCE THE STORM PIPING IS IN FOR FES -95 REMOVE THE TRAP AND INSTALL
THE REMAINING PIPE AND DISSIPATER.
12. REMOVE DIVERSION BERMS THAT ARE WITHIN THE NEW ROADWAYS ONCE THE
ROADS HAVE BEEN CUT IN AND THE STORM PIPING IS INSTALLED.
13. INSTALL AND PREPARE BASE COURSE.
14. REMOVE ANY TEMPORARY STREAM CROSSING MEASURES ONCE THE CROSSING IS
STABILIZED.
15. PAVE ROADWAYS.
16. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
17. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY
MEASURES.
18. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT
WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN
DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS.
19. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL
MANUAL.
PO' � � v
11 ��
W 1 $4, „ J
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69
a f 1/2 0 SOUTH HAMPTON Q STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE
il 1 z °' ff ',, Ef�e SECTION FOUR G ��G, y' EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED.
f:.
0
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9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE
1: w °,✓ f r ,. PB 107, PG 14 Q- QJ .SSMH #8002
d, i 11
82 f W Q L
' ; N: 441,937.993 O`` +'1 %2 \ / GJ RIM: 163.61 PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT
,`
L' z.uu,5 '899 .863` -i 1, EIP x' OO ��,ff VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR �ts {
f
' I. N (NSRIS007) 3 '' 158 *O �p „Q�o APPROVE THE ACTION PRIOR TO REMOVAL.
I w w �' � ,, 1 1/2 , $ 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE 11 w
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INITIATION OF CONSTRUCTION ACTIVITY
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. ", O 1 r ?1: 1 /2„ 11 ,
OVER ALL OTHER CONSTRUCTION ACTIVITIES
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.: 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND
C „
... ,, 1\ P ` N: 441 878 :919 \ „ ,:„ SOUTH HAMPTON
/}i ,~ , .•,,. „¢. � ,w, . „ ; "r.. .; % k .0 : r� :. \ I PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT.
I w v pE. 2,003,437.856 \ ...t, . m' ' i I '1' :, .. SECTION FOUR
"•' v " ®....., NC GRID NAD 83 = ' -' " %f w''` tI 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
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STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT
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I „ ,,,.
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GRADING NOTES
BEN
1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF THE PAVEMENT, UNLESS
BEN
OTHERWISE NOTED.
SCOTT
2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING
583
ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN
ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON
NEIGHBORING ROADS.
3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS;
NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS
BEEN COMPLETED
4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER
TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND
UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE
PLAN
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF
ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT
SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION.
6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER
GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY
PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
,
7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH
3:1 SLOPES AND SURROUNDED BY SILT FENCE.
8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE
ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.
9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A
CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL
below.
FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR
Know what's
SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL
Call
DRAINAGE PATTERNS.
before you dig.
10. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO
THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE.
THE CONTRACTOR MUST
CONTACT NORTH CAROLINA
N/F
I e y �� ,, 1111111
' • - ill 1 ' II
-' y' 1 • DB 7009, PG 456
/�% // \ PB 93, PG 65
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f ,. % 11
f �.` �..�� AERIAL SANITARY .
jr 1 /4„ 1 /4 \ f SEWER '
11 # ERB 150 ERBa C� /
J � O6 Y 11
,v' \ OPEN -CUT � ,11 rt o 5/8 ` / \ 11 Jj } � r /mac, � SANITARY SEWER ��''1,,<, ", EIR \ 4 , ' \ .
I 6 148, Q oo° o /
4 �! ��j r.. 8 _ _ i
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r� I ` .; o o" ,/2„ � , GRAPHIC SCALE 11 r :: � E� : , EIR S 1 2 1/2 EIRR�
I FW F
I w 1 /2' i
:ECM r 1/2'' t ERB y `;,.° EIR EIR i 150 0 75 150 300
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❑ � - Y 1 /2" /) 47 _ - _ / , i
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\ FE )
_ ; X ~.: _ . � : v / \ - �� 1 inch = 150 ft. , V . 158 I
>- \ r 153 I 15 \ 163 /
W IY //' \ f ra , N/F 1 /
k ONE CALL CENTER AT 1- 800 - 632 -4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
i 1'\ _ I - .
ti
q
U
I
600
409 Chicago Drive - `)uife 112
Fayeffeville, Norfh Carolina 28506
Phone: (gio) Fax: 7
[phone]
License Number: C -2554 \1
4n ,51TIL
,50L_UTION,A.) ,INC
AENgNEE2ING A')L12VEYING A, GP_') A, CON')T2L1CTI0N LAYOLITA
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
OVERALL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL:1 " =150'
DATE RELEASED
APRIL 30, 2014
SHEET NUMBER
C-3nO

a
N
V
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0
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N
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ERB
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GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
583
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7 —DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND
DIVERSION BERMS WHERE SPECIFIED.
3. CONSTRUCT PERMANENT WET PONDS TO BE USED AS A TEMPORARY SEDIMENT
BASINS AND SEDIMENT TRAPS AS SHOWN.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN
GRASSED.
6. INSTALL UTILITIES.
7. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING.
8. INSTALL AND PREPARE BASE COURSE.
9. PAVE ROADWAYS.
10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY
MEASURES.
12. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT
WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN
DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS.
13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL
MANUAL.
I '
/ ' I
/ I
/ I
/ N /F
180
409 Chicago Drive - 5uife 112
Fayeff iLe, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4p 51TIL
bOLUTIONb,INC
A ENGNL L P- NG A 5U 2VEYING A, GP-') A, CON')T2uCI0N LAYOUT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL:1 " =40'
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER
C -3.1

a
0
N
0
N
N
N
N
W
05
c�
N
U
5jj
,
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VICINITY MAP � �� ^�. --'t ,�''� 150 SOUTH HAMPTON
' \ I U r SECTION THREE
NOT TO SCALE I ! q..r r o P13 99, PG 17
I <E3
U OCID Ci it
0 35.36 LF ®- i �O \ CONSTRUCTION SEQUENCE
WETLANDS , o� J s 0 !61/Vff� , �' V\V f 0.50% 24° �P ! Cc
INLET PROTECTION / 15 ®n n n 1 nR Tell Al I CIF( FCCeRV PFRAAITC enln ePPRn \ /el C enln I Inl n PRF
`is d% 2S pV l SIMMER OUTLET: 128.00'
oo 929 °0 /" 'SIDESLOPES OF TRAP ARE TO
on snownwonow ° �S <�® BE SEEDED WITHIN 7 DAYS
ff
� � � CI-74 *ATTACH A 1.5" FA CLOTH SKMER OR EQUAL � an
— Mw on — ,� \ /r} /f WITH 0.8" ORIFICE FOR DEWATERING THE SKIMMER
Mw . 1 11 _ / BASIN MIRING CnNSTRIICT1nN
�O
C-3.5 _ J
C -3
LCM
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
583
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7 —DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HOW ZONES)
180
409 Chicago Drive - 5uife 112
FayeffeviLe, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
Lin � 5l T
bOLUTIONb,INC
A ENgNEE2ING A 5U 2VEYING A, GP-') A, CON')T2uCI0N LAYOUT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL:1 " =40'
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER
C-302

a
N
N
N
0
N
N
N
N
W
05
U
LN
-NORTH
VICINITY MAP •
NOT TO SCALE •
wwwwwoo 1010 616016111M to
LEGEND:
NL O NL —NAIL
Ec'Z ECM — EXISTING CONCRETE MONUMENT
EIP 00 EIP — EXISTING IRON PIPE
EIR 00 EIR — EXISTING IRON ROD
EIS O EIS — EXISTING IRON STAKE
ERBO ERB— EXISTING REBAR
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PVC — POLYVINYL CHLORIDE
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT —OF —WAY
— — — — EASEMENT LINE
ss SANITARY SEWER LINE
—GAS UNDERGROUND GAS LINE
OVERHEAD UILITY
WETLANDS
TREE LINE
— IM— IM—LIMITS OF CONSTRUCTION
— SF — SP — SILT FENCE LINE
— JN — JN —JUTE NETTING
— Dry — Dry — DIVERSION BERM
BENCHMARK
m TRANSFORMER
PP 0 UTILITY POLE
C GUY WIRE
WV
N WATER VALVE
0 WATER METER
TREE
SOIL
WETLANDS
0INLET PROTECTION
C -3.
C -3.7
C-3.5 C -3:
C -3.
W
/ SHEET
C_3',9` KEY
0000e
•
MP�CN
G�� a
SE
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
583
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7 —DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND
DIVERSION BERMS WHERE SPECIFIED.
3. CONSTRUCT PERMANENT WET PONDS TO BE USED AS A TEMPORARY SEDIMENT
BASINS AND SEDIMENT TRAPS AS SHOWN.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN
GRASSED.
6. INSTALL UTILITIES.
7. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING.
8. INSTALL AND PREPARE BASE COURSE.
9. PAVE ROADWAYS.
10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY
MEASURES.
12. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT
WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN
DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS.
13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL
MANUAL.
1
i
ti
q
I
GRAPHIC SCALE
40 0 20 40 80
Know what's below. ( IN FEET )
Call before you dig. 1 inch = 40 ft.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1- 800 - 632 -4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
409 Chicago Drive - 5uife 112
Fayeffe Le, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4p 51TIL
bOLUTIONb, INC
AENgNEE21NG A hu2VEYING A, GP_') A, CON')T2uCI0N LAYOUT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL:1 " =40'
DATE RELEASED
180 FEBRUARY 25, 2014
SHEET NUMBER
C -3.3

N
0
N
N
N
N
W
05
U
= 0
o
w
jpL CKEY Hip LNNORTH
VICINITY MAP
NOT TO SCALE
LEGEND:
NL O NL -NAIL
EC'Z ECM - EXISTING CONCRETE MONUMENT
EIP Oo EIP - EXISTING IRON PIPE
EIR Oo EIR - EXISTING IRON ROD
EIS O EIS - EXISTING IRON STAKE
ERBO ERB- EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT -OF -WAY
— — — — EASEMENT LINE
ss SANITARY SEWER LINE
—GAS UNDERGROUND GAS LINE
OVERHEAD UILITY
WETLANDS
TREE LINE
— IM— IM—LIMITS OF CONSTRUCTION
— SF — SP — SILT FENCE LINE
— JN — JN —JUTE NETTING
— Dry — Dry — DIVERSION BERM
BENCHMARK
m TRANSFORMER
PP 0 UTILITY POLE
C GUY WIRE
WV
N WATER VALVE
❑❑ WATER METER
TREE
0 SOIL
WETLANDS
O INLET PROTECTION
C -3.
C -3.7
C-3.5 C -3:
C -3.
C -3.3
- SHEET
C_3',9` KEY
- _ CONSTRUCTION SEQUENCE
— - 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
CONSTRUCTION CONFERENCE.
02. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND
DIVERSION BERMS WHERE SPECIFIED.
3. CONSTRUCT PERMANENT WET PONDS TO BE USED AS A TEMPORARY SEDIMENT
BASINS AND SEDIMENT TRAPS AS SHOWN.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN
GRASSED.
JB -58 6. INSTALL UTILITIES.
7. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING.
1 8. INSTALL AND PREPARE BASE COURSE.
9. PAVE ROADWAYS.
10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY
MEASURES.
Cl WET AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT
WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN
I DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS.
13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL
r MANUAL.
. 15" RCP
(DOUBLE) 1
x'00'1 _ "I LF a 0.44% 24" RCP DI -99 0.96% T t1
CI -23 001. 191.50 17.50 LF
(DOUBLE 26.00 LF ® DI -100 0.40% 18" RCP I 96 0 �
s�
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
583
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7 —DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
30.16 LF ® 0.96% 24" RCP r o_ oo �j
0.66% 24" RCP CI -24 : :.. J
j (DOUBLE) 11 -32 ,�� 1 I i
n 1 1 106 1 ^ I OP �O�C�37�/'
ti
q
ti
C5
2 /
GRAPHIC SCALE
40 0 20 40 80
Know what's below. / ( IN FEET )
Call before you dig. 1 inch = 40 ft.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1- 800 - 632 -4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
180
409 Chicago Drive - 5uife 112
Fayeff iLe, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4p 51TIL
bOLUTIONb, INC
AENgNEE21NG A hu2VEYING A, GP_') A, CONhT2uCI0N LAYOUT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL:1 " =40'
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER
C-304

a
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
583
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7 —DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
N
V
0
N
N
W /
W
U'
N
U
All
}1 - - -_
7 J/44 , " I 115
11 I u —z
26A0 V j 114
f GRAPHIC SCALE
r T C_ 3.4 3.85% 15:1 CP 1 p 113
fff / _ SEHEE�• li ao 0 20 ao ao
MATCH SINE E S
Know what's below.
( IN FEET )
Call before . dig. I 1 inch = 40 ft.
Y 9 � o r �
J
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1- 800 - 632 -4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
q
x
z
180
409 Chicago Drive - 5uife 112
Fayeff iLe, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4p 51TIL
bOLUTIONb, INC
A ENgNEE21NG A 5U 2VEYING A, GP-') A, CON')T2uCI0N LAYOUT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL:1 " =40'
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER
C-3n5

a
N
0
N
N
N
N
W
05
U
I
I
I
I
ECM
}ra 409 Chicago Drive - 5uife 112
ECM
Fayeff iLe, Nor-Eh Carolina 28506
e ��
Phone: [phone]
ECM f1RIB }} LEGEND: Fax: [phone]
NL O NL —NAIL PROPERTY LINE BENCHMARK License Number:C -2554
} }x
N/F (� r "., ECM \�
SPRING HILL MISSIONARY BAPTIST j EIP ® ECM - EXISTING CONCRETE MONUMENT ADJACENT PROPERTY LINE pp
®TRANSFORMER n r
DB 8124, PG 153 J " •,. . . . } k Oo EIP- EXISTING IRON PIPE - - RIGHT -OF -WAY •UTILITY POLE ✓ I T G
PB 108, PG 195 '” ” ` l R EIR (0 EIR-EXISTING IRON ROD - — — - EASEMENT LINE C- GUY WIRE O L u i o N INC
WV I
f ... #' EIS O EIS — EXISTING IRON STAKE ss SANITARY SEWER LINE M WATER VALVE T +
C #,91 4.6 ERB ENGNEE2iNG A 5u2VEYiNG Gp5 coNSTrzucnoN D1 YOUT
�t, >u� 163.26 �,�.� ..�� ' OERB- EXISTING REBAR cns UNDERGROUND GAS LINE ❑❑ WATER METER
m�.
” # .xs "" �w N/F -NOW OR FORMERLY // OVERHEAD UILITY TREE
42 \ / ?, R /W - Rir_WT nF7 WAY _ _ wP*Ti etinc cnu
ti
q
.a
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
583
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7 —DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
VV Lb
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
5}= DETAILED
GRADING AND
�,
N/F s #� ,
15 � /
9
N i ,
a f
w
84 1 AV
JOSEPH P. RIDDLE III &WIFE MIN FFE.157.00' �� � CLIENT
° , � CONSTRUCTION SEQUENCE
TRINA T. RIDDLE � �
w
DB 8473 PG 802 C j I €�;V :E, °V
5/8„ . V 1 C� O 83 ! 9. PAVE ROADWAYS. _
EIR m.... m.... m.... m.... m.... .....m.... G <" 7670 Raeford Road
10. FERTILIZE SEED AND MULCH ALL REMAINING DISTURBED AREAS. }
mvw. ...mvw. ... vw. ...mvw. ...mvw. ...mvw. ...mvw. ... 1
�x
11. UPON SITE
STABILIZATION SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY
Fayetteville, ettevllle, North Carolina 28304
.. .,.... . ..... 7S n MEASURES. Phone. .
ti
(
910 221 -9901
m.... m.... �...... 12. AFTER THE SITE HAS BEEN STABILIZED , REMOVE SEDIMENT FROM PERMANENT •• �.. . ..... WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN 4546
.
m. u.. �-w m. - m.
4' �_._ ,�•..... �_._ ,�•..... �_._ ,�•..... �_._ ,�•..... _ ,�•..... _ ,�•..... �_._ ,�•..... �_._ ,�•..... _� CI -5 26.00 LF ® DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS.
f f j „
V t
....... ....... 13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
'tf` �,;, 'tf` r .. ...m....,,r .. ...m....,,r .. ...m....,,r .. ...m....,,r .. ......,,r .. .......,,r .. ...m....,,r .. ... m....,,r .., gg 0.58% 15 RCP ,}
mww r mww r mww r mww r m r r mww r mww r mww r O sa
•..x..w.� •..x..w.� •..x..w.� •..x.. --- .x..w.� •..x..w.� •..x..w.� •..x..w.� � DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL
j ,.. F
\ j :.. v... v... v... v... v. v... < MANUAL
I r""..... ._. r""..... ._. r""..... ._. r""..... ._. r""..... ._. ,�: ._. r""..... ._. r""..... ._. r""......- fl
�s p
i
. mv„... �..... mv„... �..... mv„... �.. ...mww...�.....mv „...�.....mv „. �..... mv„... �..... mv„. ..�.....mv „...�.....mv „...�....
\ \
x..w. ...x..w. ...x..w. ...x..w. ...x..w. ...x..w. ...x..w. ...x..w. ...x..w. ...x..w. 1 PROJECT INFORMATION
IV l4v /I* Ilk \ ' \ ° ”
40
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
l ..
...........m.... m.... m.... m.. m.... m.... m.... m . ............m.... 69 O
mw mw mw mw m m mw CD N >
I DRAWING SCALE
F
', S fr ` ...� �� �� : s' \.: : r ...m.....mw.,.. ..... mw.,... m..... mw.,... m..... mw .,...m.....mw.,...m.....mw.,.. / , _ \ �;•� i 7 �.
f \ \
0 C 3.
HORIZONTAL.1 rr =40 r
---
lV I,)/ I I I �— . wr s _3 4 DATE EE I ® C-3.3
RELEASED
FEBRUARY 25, 2014
GRAPHIC SCALE
0 zo 4o ao MA TC a LINE —SEE SHEET I
EE C_3 5 Know what's below. `} 7 C -3.1
<< Call before you dig. C_1
( IN FEET)
1 inch = 40 ft.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1- 800 - 632 -4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
SHEET SHEET NUMBER
KEY
C-3n6

0
0
0
N
N
N
N
W
05
c�
U
LN
-NORTH
VICINITY MAP
NOT TO SCALE ""� an an -
LEGEND:
NL O NL —NAIL
"'Z ECM — EXISTING CONCRETE MONUMENT
EIP Oo EIP — EXISTING IRON PIPE
EIR Oo EIR— EXISTING IRON ROD
EIS O EIS — EXISTING IRON STAKE
ERBO ERB— EXISTING REBAR
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PVC — POLYVINYL CHLORIDE
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT —OF —WAY
— — — — EASEMENT LINE
ss SANITARY SEWER LINE
—GAS UNDERGROUND GAS LINE
OVERHEAD UILITY
WETLANDS
TREE LINE
— IM— IM—LIMITS OF CONSTRUCTION
— SF — SP — SILT FENCE LINE
— JN — JN —JUTE NETTING
— Dry — Dry — DIVERSION BERM
BENCHMARK
m TRANSFORMER
PP 0 UTILITY POLE
C GUY WIRE
wV
N WATER VALVE
❑❑ WATER METER
TREE
0 SOIL
WETLANDS
0INLET PROTECTION
C -3.
C-3.5
C -3
W
G�� •6
! " #; (NSRS 2007) �R❑
000 lk�
ti
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND
DIVERSION BERMS WHERE SPECIFIED.
3. CONSTRUCT PERMANENT WET PONDS TO BE USED AS A TEMPORARY SEDIMENT
BASINS AND SEDIMENT TRAPS AS SHOWN.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN
GRASSED.
6. INSTALL UTILITIES.
7. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING.
8. INSTALL AND PREPARE BASE COURSE.
9. PAVE ROADWAYS.
10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY
MEASURES.
12. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT
WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN
DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS.
13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL
MANUAL.
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
583
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7 —DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HOW ZONES)
180
409 Chicago Drive - 5uife 112
Fayeffe Le, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4p 51TIL
bOLUTIONb, INC
AENgNEE21NG A hu2VEYING A, GP_') A, CONhT2uCI0N LAYOUT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL:1 " =40'
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER
C -3.7

409 Chicago Drive - 5uife 112
\. ...,:•,° J N N � << , , ; 2830
Fayeffeville Norfh Carolina 6
\ % Fax: [phone] \\\
',ll r, \ -- - - C® << << ! License Number: C 2354 \.
1 \
r rr CONSTRUCTION SEQUENCE
4P 5 I T IL \ \\
1) ,
u' j \ 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE 5 o L U T i o N , INC
CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCES, TEMPORARY SILT FENCE AND \ /ENGiNEE iNG/5u vEYiNGGpScoNST a ioNL-4YOUT
\ i DIVERSION BERMS WHERE SPECIFIED INCLUDING THE DIVERSION BERMS THAT ARE \
GOING ACROSS ROADWAYS.
O)
3. CONSTRUCT PERMANENT WET PONDS WITH FOREBAYS TO BE USED AS
TEMPORARY SEDIMENT BASINS; CONSTRUCT TEMPORARY SKIMMER BASINS AND .,
�\ TEMPORARY SEDIMENT TRAPS AS SHOWN.
�M
4. INSTALL ALL NECESSARY DISSIPATERS AND SKIMMERS ASSOCIATED WITH THE
TRAPS AND BASINS. ..
N j 5. INSTALL TEMPORARY STREAM CROSSING PER THE DETAIL. A1tttlt6#// t71�/
\ l\ 6. CLEAR AND GRUB THE SITE AS NEEDED.
' '7. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN `" •,\� °, ® ° ° ® °4 °,° ®ms
\ d GRASSED.
CI -18+ \ ` 8. INSTALL ALL EROSION CONTROL MATTING AS SPECIFIED ON PLAN. *°
JOj 9. INSTALL UTILITIES TO INCLUDE STORM WATER PIPING. SEA
10. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING ° 274
\ EXCEPT FOR FES -95 WHERE THE SEDIMENT TRAP IS LOCATED.
26.00 LF ® �, _ ,,w� ,, � f '..
0.73% 15" RCP ' \ 11. ONCE THE STORM PIPING IS IN FOR FES -95 REMOVE THE TRAP AND INSTALL °
�, v ', THE REMAINING PIPE AND DISSIPATER. , f
© 12. REMOVE DIVERSION BERMS THAT ARE WITHIN THE NEW ROADWAYS ONCE THE ° °• ° ® ° ®®
` ROADS HAVE BEEN CUT IN AND THE STORM PIPING IS INSTALLED.
\ 13. INSTALL AND PREPARE BASE COURSE. r�li91tt9��
w %14. REMOVE ANY TEMPORARY STREAM CROSSING MEASURES ONCE THE CROSSING IS
v \ STABILIZED.
s \O� '' 15. PAVE ROADWAYS.
rs $ur 16. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
\ 17. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY
MEASURES.
w`` ''w`` 18. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT
0 WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN REVISIONS
\ DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS.
-62 u 19. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
N� \ DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL
MAN
a 'Vi <<
x
` ........ ;, ,. b
•
I \
, 3
r
if
a
1
YF
®'
M
J N
I
Nil, \ '
I tt ,
. N TEMPORARY INLET
LO PROTECTION (TYP)
V)1
"
CI 63 if J Yi
n j
°
1
8 if 1 rr
1c)C
cns 'z �1 � J MIN t-I•t:1Ub.UU / ',
UNDERGROUND GAS LINE
�, 147 a o°
® 6
rr` ,
j
OVERHEAD UILITY 'w ' o \
\ 148 \ /
1
WETLANDS \ '' \ 'S \ < o / X06 MIN FFE: 106.50 / h
\ \'" ... ... ... o
1
TREE LINE 0
O ®. 1 151 \
t
r
LIMITS OF CONSTRUCTION
-
SF
SF -SILT FENCE LINE , j, \ /^ _. 107
x
- Ix - Ix -JUTE NETTING I ,; - \ �` rn / 00
"
- Dry - DIV -DIVERSION BERM ;',, .,, . 108 / 40� oo PROJECT NAME
rv;.LC
-- - - - - -- STREAM CENTERLINE
u
r
\ r � a ....... r
r
loo YF
CI-64 MIN FIFE: OF BANK °SDMH y84 0 / \
CREEK WATER SURFACE LINE / 156
r0
BENCHMARK / x.. : ,;�;{{ , � ,'� ` . ;._` �� v.
I I \ . + MIN FIFE: 106.20 W EST
TRANSFORMER APPROXIMATE TOP OF BANK ; "< '`; ;'. \
Ff 0 /.:'
PP OF ROCKFISH CREEK
• UTILITY POLE r
LIGHT POLE M m.... r`1 107 HAMPTON
❑T TELEPHONE PEDESTAL U „ 105 -_ _�__ o�o°I'
;y
© CABLE PEDESTAL 1 /� o .° 7 r. r. ® ` . ® .... �......
= x
EIR w F
RIP RAP ENERGY DISSIPATER , - -- ' �' °
C GUY WIRE �:.. ; /... ^,dry _ PHASE II
"_
"" 2 - L: 35', W: 10.5 , 38.5 .z . 102 99 t ►1 :;: N/F
D4 WATER VALVE Co ,,, 100 m PATRICIA JACK DAVIS & HUSBAND,
w w 47.63 LF SDMH -17 ` .° SON D D, \ \
• THICKNESS: 31.5", D50. 14 �,
FIRE HYDRANT a// ::` ^ ,.� % 42" R CI -16 . „ WILLIAM R. DAVIS \ "ZERO CP /
Cv 1 ,
RIPRAP CLASS 2 STONE " � ``',�
tiYa ry , ry ry FES -90 -g6 'H 3' � DB 7009, PG 456 A ZERO LOT LINE
PB 93, PG 65 ❑� WATER METER / / ;" I� I 26.00 LF
/ /- : u. - 1.15% 15" RCP ys.
so STORM DRAIN MANHOLE _....x.... ry = :/ ,r =` `. w g4 ,, � v w. ,: FES 89 v �o � ".�
/ � ,., ..N =r ;:• :._ .., „,v
w
® CATCH BASIN : lc. MIN FFE.106.50 '
� , w , DEVELOPMENT
� ;:�� 10 MAINTENANCE 94 , ,,-,�, v v � 0
S Z x.. .. n.
SANITARY SEWER MANHOLE SHELF 96 - i f CI -19
�Co CLEANOUT J / , $ g8 -_RIP RAP ENERGY DISSIPATER ` . � 07tk 155 We r
L 7.5% W 3.75', 8.8'
m
r
TREE w TOP OF SHELF: 99.60' o ^ g� THICKNESS: 18 D50: 8"
®o`' TEMPORARY SILT
SOIL / RIPRAP CLASS B STONE ." F FENCE (TYP) /w '
Q / BOTTOM OF SHELF: 98.60' g4.. --
WETLANDS // / ":
WEIR ELEV. 98.10' di
OINLET PROTECTION -. / PERMANENT WET 91 POND TO BE USED 68" THICK CLASS 1',., I A `�A "'"'`
if / AS A TEMPORARY SEDIMENT BASIN 1 STONE CI -65 G/
by _•'
_
/UNTIL CONSTRUCTION IS COMPLETE. w N
1 LL
_
w
/ 'TEMPORARY SEDIMENT BASIN 5 //
,
i= _
L=295', W=115', D =6 00 9� �N MIN FE: 50 4
' r P1 „, ? / F 106
/ I SIDESLOPES =3:1 154
v
,ri
a. .
JN= 103,74,74 SPILLWAY =25' '
:
TOP OF BASIN: 99.10' ,. :. `.. _
/ 1\,„ ` . TEMPORARY STOCKPILE
g ".
BOTTOM OF BASIN: 93.10 ,00 , - - AREA EIR
,
i

CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCES, TEMPORARY SILT FENCE AND
DIVERSION BERMS WHERE SPECIFIED INCLUDING THE DIVERSION BERMS THAT ARE
GOING ACROSS ROADWAYS.
3. CONSTRUCT PERMANENT WET PONDS WITH FOREBAYS TO BE USED AS
TEMPORARY SEDIMENT BASINS; CONSTRUCT TEMPORARY SKIMMER BASINS AND
TEMPORARY SEDIMENT TRAPS AS SHOWN.
4. INSTALL ALL NECESSARY DISSIPATERS AND SKIMMERS ASSOCIATED WITH THE
TRAPS AND BASINS.
5. INSTALL TEMPORARY STREAM CROSSING PER THE DETAIL.
6. CLEAR AND GRUB THE SITE AS NEEDED.
7. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN
GRASSED.
8. INSTALL ALL EROSION CONTROL MATTING AS SPECIFIED ON PLAN.
9. INSTALL UTILITIES TO INCLUDE STORM WATER PIPING.
10. INSTALL INLET AND OUTLET PROTECTION ON ALL NEW STORM WATER PIPING
EXCEPT FOR FES -95 WHERE THE SEDIMENT TRAP IS LOCATED.
11. ONCE THE STORM PIPING IS IN FOR FES -95 REMOVE THE TRAP AND INSTALL
THE REMAINING PIPE AND DISSIPATER.
12. REMOVE DIVERSION BERMS THAT ARE WITHIN THE NEW ROADWAYS ONCE THE
ROADS HAVE BEEN CUT IN AND THE STORM PIPING IS INSTALLED.
13 INSTALL AND PREPARE BASE COURSE
2 i 14. REMOVE ANY TEMPORARY STREAM CROSSING MEASURES ONCE THE CROSSING IS
-�
,r rrrvr
��" STABILIZED
VICINITY MAP
, � rL �' � \/ : 15. PAVE ROADWAYS.
/ 16. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
NOT TO SCALE „ w \� / 17. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY
TOP OF SHELF: 112.00' w w " w4 �
MEASURES.
/\fib / 18. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT
BOTTOM OF SHELF: 111.00'
CI -26 Ws 8 / .;r.r
w w w ®Q
DIMENSIONS. THE WET PTO D ELEVATION
BE RESTORED °TO THE D DESIGN RDIM DIMENSIONS.
(DOUBLE) OPEN CUT / ""
N/F F e .:: :' sANITARY SEWER 19. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
JOSEPH P. RIDDLE, III &WIFE, r\ pwy`� :: /G O = f r" / -'1' DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL
TRINA T. RIDDLE ,M" MANUAL.
DB 8473, PG 802 N^
LEGEND: w
NL O NL -NAIL rn
ECMZ ECM - EXISTING CONCRETE MONUMENT TEMPORARY SEDIMENT BASIN #4
EIP (0 EIP - EXISTING IRON PIPE L =126', W =105', D =6' I
EIR SIDESLOPES =3:1
00 EIR - EXISTING IRON ROD
<<rr,
r
I
/ -1 /2„
oA. SDMH -77 f EIR GROUND STABILIZATION CHART
JN= 44,31,31 SPILLWAY =25 WEIR ELEV: 110.00' z
EIS O EIS - EXISTING IRON STAKE TOP OF BASIN:115.00' 18" THICK CLASS 1 �c,
STONE F RIP RAP ENERGY DISSIPATER, .r
ERGO ERB- EXISTING REBAR BOTTOM OF BASIN:105.50'`L: 28', W. 10.5, 31.5'
N/F - NOW OR FORMERLY EMERGENCY SPILLWAY: 114.00' I THICKNESS: 22.5 ", D50: 10"/,"
TOP OF RISER:112.80' N/' (RIPRAP CLASS 1 STONE t �� l l /
R/W -RIGHT OF WAY INVERT OF RISER:109.75' _ try o - '/ ,�
PVC - POLYVINYL CHLORIDE ORIFICE ELEVATION: 111.50'
GABION BAFFLE .. r.!r °l l
r
RCP - REINFORCED CONCRETE PIPE ORIFICE SIZE: 1.75- I ~RIP RAP VEIN
PROPERTY LINE SIDESLOPES OF BASIN ARE TO
BE SEEDED WITHIN 7 DAYS w w lM1 P2 F pG m /
ADJACENT PROPERTY LINE N,Yr` �? �. ;
RIGHT -OF -WAY I „ , ` / /2 CO
w w
*ATTACH A 2" FAIRCLOTH SKIMMER (OR EQUAL) f EMERGENCY SPILLWAY ° EIR
EASEMENT LINE " RI -87 / / w
WITH A 1.4 ORIFICE FOR DEWATERING THE 25' WIDE ELEV: 114.00'
ss SANITARY SEWER LINE SEDIMENT BASIN DURING CONSTRUCTION. ®"
w o n vr• '22" THICK CLASS 1
9�
I ' \ / /
cns UNDERGROUND GAS LINE ` �:R <,� �~
STONE
r; v
OVERHEAD UILITY PERMANENT WET POND IS TO BE USED /
` ,�` 1r l
WETLANDS AS A TEMPORARY SEDIMENT BASIN 09 RIP RAP ENERGY DISSIPATER
TREE LINE UNTIL CONSTRUCTION IS COMPLETE. �' \ �� Ott v Q1 I L: 12', W: 6', 14'
`� O f THICKNESS. 18', D50: 8" /
- IM- IM-LIMITS OF CONSTRUCTION
F RIPRAP CLASS BSTONE / v
- SF - SF - SILT FENCE LINE l C \'; `©t /r` ", /
1 �
- -JUTE NETTING PERMANENT WET POND #2 r / /
- Dry - Dry - DIVERSION BERM TOP OF POND: 115.00' rr` F� -88 ` `�O /
/
' /
-- - - - - -- STREAM CENTERLINE BOTTOM OF POND:105.50
EMERGENCY SPILLWAY-114.0 01
- TOP OF BANK TOP OF RISER:112.80'
- CREEK /WATER SURFACE LINE
INVERT OF RISER:109.75'
BENCHMARK ORIFICE ELEVATION: 111.50' Y�
m TRANSFORMER ORIFICE SIZE: 1.75" 100
PP • UTILITY POLE 10YR WATER ELEV: 113.36'
LIGHT POLE SHWT:111.94' /
❑T TELEPHONE PEDESTAL
© CABLE PEDESTAL
ro � rrr'
C GUY WIRE r ° /
WV
D4 WATER VALVE �f _
ri J
w r rl
Y, FIRE HYDRANT
❑❑ WATER METER
s° STORM DRAIN MANHOLE r1
® CATCH BASIN
�S SANITARY SEWER MANHOLE {
o C0 CLEANOUT f
l +Y
TREE
/.
SOIL
WETLANDS r , .
0INLET PROTECTION
1
C -3.
C-3.5
1 rrr
/ -�
A.
/
/ U / AE R B
.o
m \
l'r`
r� /
J / / \
t 1 7
f \
r
r
r r � ,
r: \
"r
J �r / x5.7 h #..# tJrtlr ,?.`.........• ....•�,r.,wt \ '...,
` r
+ RiV, 107.91 1w�
SHELF 100,16
r
1 M of m
1 A CH 1618,83
" ECM j ; y. W
r�
1 /2.. "1 � � i��„
j ff EIR O u ffi 11
ei
V� L "I
ti
C -3.7
W
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
583
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7 -DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
C -3. f ft l , "1/2"
EIR
C -3.3 / / EIR f*{
LU
/r z
/ a GRAPHIC SCALE
` SHEET 0
o \ = a
C -3.8- / 3 \ 40 O �O 40 60
} KEY / \ 147 LU ir
/ i .......
............
. ....... U ,
' - M A90011 'O IN FEET
Know what s below.
/ Ai A 4 { -
C111 before you dig. � � / � \
OUT
lens 11 �' � 1 inch - 40 ft.
I
....r ......... ...... 7...y.. #
° / ....
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1- 800 - 632 -4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
r s r4 `' N i� 0 1 ■
CS
409 Chicago Drive - 5uife 112
FayeffeviLe, Norfh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4p T
,50LUTION ,5,INC
AENgNEL2ING A')L12VEYING A, GP)-') A, CON')T2L1CTI0N LAYOLITA
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL:1 " =40'
DATE RELEASED
160 APRIL 30, 2014
SHEET NUMBER
C -3.9

(EDti
135
0
139 lb6
m.
0
141
0
CD
rA. 14,1 1+ 1,-
`0� - - 0-1-0601 144 N LL3
Vk. 7344.72 Lij
60
-STA. 1 +15.59 65
TOP: 145.66 U7)
V) A
INV: 134.31 Li
+00 W8 _j cf)
2 R5
;00
WEI W
1+00 252.88 LF @ 0.45% 8" SDR 26 PVC tij
- ss (,n
Am
77-11 1 . . . . ...........
. ....... . . . ......
14 8: .......................
......................... STA: 0+90.49�:Z_ 9
14
"ell TOP: 145.73
INV: 141.73
Xx
O ANI
I- I'/- e L
in
(It-Hpy) N1 ANI
Z6't­j7j py,8
09V 66'4.C+0 VIS 1� Spa 14
91�77HPV 10
FT 'ItI3 152 X
00
(D
8213
"ell
165
160
155
150
145
140
135
130
O
125
120
17.96 LF 0
8" SDR 26
HIGH POINT ELEV = 145.46
HIGH POINT STA = 0+94.44
PVI STA = 1+41.05
PVI ELEV = 146.94
A.D. -7.01%
K = 30.00
210' VC
_s
*NOTE: CLEANOUTS ONLY BEING SHOWN
WHERE THEY CROSS THE WATERLINE
LOW POINT ELEV = 136.95
LOW POINT STA = 3+79.13
PVI STA = 3+23.70
PVI ELEV = 137.70
A.D. = 3.70%
K = 30.00
ill' VC
jgl_ Y
............. ......... ...............................
0 C)
t0 2 O
0
-
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_j
U)
o ui
c� U)- 00 n--
LO (0 04
143' VC
� n(o -
w (0 co
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+ 6� 00 ::)
0
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0
c�
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.................................................................................
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+ ui-
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r,- 04
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............................................
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0 ...................... ..... ...........
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17.96 LF 0
8" SDR 26
HIGH POINT ELEV = 145.46
HIGH POINT STA = 0+94.44
PVI STA = 1+41.05
PVI ELEV = 146.94
A.D. -7.01%
K = 30.00
210' VC
_s
*NOTE: CLEANOUTS ONLY BEING SHOWN
WHERE THEY CROSS THE WATERLINE
LOW POINT ELEV = 136.95
LOW POINT STA = 3+79.13
PVI STA = 3+23.70
PVI ELEV = 137.70
A.D. = 3.70%
K = 30.00
ill' VC
jgl_ Y
............. ......... ...............................
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-1,367.
LF @ 1.807
------------
OTTER 07 WA �TFP i
OW,
tc>-
mcti
OODSPRING DRIVE
ROADWAY PROFILE -0+25 TO 11 +50
I
......................... .......................................
W
-
................ LO .......................................................
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0 4 ................................
143' VC
cc 0_ ........................
-
w (0 co
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LOW POINT ELEV = 135.32
LOW POINT STA = 5+19.21
PVI STA = 6+20.88
PVI ELEV = 133.65
A.D. = 9.50%
K = 30.00
285' VC
_­­ - -------- UVLM 31umm
.......................... . ........... ...... .............................. . ................ ................................................................
59,62 .................. ...................
LF @
1-347
. 15
7, RCP
777777 53.67 LF @
71.10 LF ­@ 0.51% 18" RCP
. .... .... .... .... .
26.00 LF @
0.50% 15" RCP
I.-,
, r
............... R I .............................
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N -0
00 0 n
n _-
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+
r- z
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(n E
..................
m
13 5
A.D. -2.87%
................................................................................. I ............................................................................................ ............................................................................................ .................. K = 30.00
HIGH POINT ELEV = 153.81 86' VC
HIGH POINT STA = 9+10.43-
PVI STA = 8+38.86
PVIELEV = 151.40 ................................................... ............................................................................................ ............................................................... ..............................
AD = -4 77%
K = 30.00
BEN
U)
_j
143' VC
SCOTT
I PROJECT NUMBER:
0
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... .
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CENTERED
_­­ - -------- UVLM 31umm
.......................... . ........... ...... .............................. . ................ ................................................................
59,62 .................. ...................
LF @
1-347
. 15
7, RCP
777777 53.67 LF @
71.10 LF ­@ 0.51% 18" RCP
. .... .... .... .... .
26.00 LF @
0.50% 15" RCP
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HIGH POINT ELEV = 153.81 86' VC
HIGH POINT STA = 9+10.43-
PVI STA = 8+38.86
PVIELEV = 151.40 ................................................... ............................................................................................ ............................................................... ..............................
AD = -4 77%
K = 30.00
BEN
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BEN
143' VC
SCOTT
I PROJECT NUMBER:
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40' VC
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100 1 PROJECT NAME
WEST
160 HAMPTON
PHASE 11
A "ZERO LOT LINE"
155
DEVELOPMENT
WOODSPRING
150 DRIVE PROFILE
145
CLIENT
GHM GROUP, LLC
140
7670 Raeford Road
135 Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
1 PROJECT INFORMATION
130
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
I PROJECT NUMBER:
1 583
125
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
120
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER
C-5mO

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0 1 +00 2 +00 �.. 3 +00 I+ — +00 5 +00 +00 ~ 7 +00 �
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- SS SS SS SS FS e S SS—
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135
PVI S'
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130
125
120
115
110
105
100
HIGH POINT ELEV = 135.00
HIGH POINT STA = 1 +69.42
PVI STA = 2 +76.98
ENDLESS ROAD
=%n, PAN IPI IRI I(_ -qTRRRTI
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WHFRF THFY CROSS THE WATFRI INF
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GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
120
= 114.34
9 +81.11
.15
3
70)
409 Chicago Drive - 5uife 112
Fayeff ille, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 X�
4n 51TI
INC
boLUTION,51
AENINEE2ING A hu2VEYING A, GP_') A, CON')T2uCI0N LAYOUT
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
ENDLESS ROAD
PROFILE
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL:1 " =40'
VERTICAL:1 " =4'
DATE RELEASED
1fi0 FEBRUARY 25, 2014
SHEET NUMBER
C-5n 1

66'11
00'0 go.ee I W121 4" CO _
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INV: 110.86
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501 R/W (PUBLIC STREET)
ROADWAY PROFILE 10+50 TO 16+50
HIGH POINT ELEV = 121.62
IIGH POINT STA = 12+81.49
PVI STA = 12+67.42
PVI ELEV = 123.90
A.D. -7.85%
K = 30.00
236' VC
EXISTING GROUND
............................................................................. ....................................................
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113.16'
*NOTE: CLEANOUTS ONLY BEING SHOWN
WHERE THEY CROSS THE WATERLINE
LOW POINT ELEV = 117.43
LOW POINT STA = 15+08.2
PVI STA = 15+12.32
PVI ELEV = 115.43
A.D. = 7.18%
K = 31.12
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CD 1111i HOUI)i 1,39,48 AIS 4%
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5
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5
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ExISTI
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4 C b� 1 4" Co 1 1 4"
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N
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7
00
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00
PROJECT NUMBER:
O
ro
Cn
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ro
't
't
11+00 12+00 13+00 14+00 15+00 16+00 0+00 1+00 2+00 3+00
40
4+00
GRAPHIC SCALE
0 20 40 80
IN FEET
1 inch = 40 ft.
t`'
....................................
0
....................................
0 0
4.
z
0 > >
I ..... .....
......................................................................
"I
409 Chicago Drive -5uife 112
fayeff Lille, Norih Carolina 28506
Phone: (gio) 426-6777
Fax: (gio) 426-5777
License Number: C-2554
4p 51TIL ����
bOLUTIONb, INC
A L NqNE L P-ING A A, GP-') A, C,1N-')TP-L1CF1,1N LAYOUT A
REVISIONS
160 PROJECT NAME
WEST
155 HAMPTON
PHASE 11
A "ZERO LOT LINE"
150
DEVELOPMENT
ENDLESS ROAD &
145 WOODSPRING
DRIVE EXISTING
PROFILE
140
CLIENT
GHM GROUP, LLC
135
7670 Raeford Road
130 Fayetteville, North Carolina 28304
Phone: -
Fax: [phone]
PROJECT INFORMATION
125
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
1201
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
5+00
DATE RELEASED
160 FEBRUARY 25, 2014
SHEET NUMBER
C-502

V7
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41�'
CINDER CREEK
501 R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 11 +00
10.16
47
an
*NOTE: CLEANOUTS ARE BEING SHOWN
WHERE THEY CROSS THE WATERLINE
WITH A SOLID ELLIPSE AND WHERE THEY
CROSS THE STORM WITH A DASHED ELLIPSE
—IDS
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GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
409 Chicago Drive ­5uife 112
`aye=HeviLLe, Norih Carolina 28506
Phone: (gio) 426-6777
Fa.: [phone]
License Number: C-2554
4p 51 TL ����
A
�OLUTIO .),INC
A ENqNELP-NG A _')LIP-VEYING A, GP_') A, C,1N_')T2L1CT0N LAY61LIT A
REVISIONS
130 1 PROJECT NAME
WEST
125 HAMPTON
PHASE 11
A "ZERO LOT LINE"
120
DEVELOPMENT
CINDER CREEK
115 PROFILE
110
CLIENT
GHM GROUP, LLC
105
7670 Raeford Road
100 Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
95
we
11+00
160
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
I PROJECT NUMBER:
1 583
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
APRIL 30, 2014
SHEET NUMBER
C -5.3

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155
150
145
140
135
130
125
120
115
SOFTHILL COURT
50' R/W (PUBLIC STREET)
ROADWAY PROFILE -0 +50 TO 3 +50
N N
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A.D. _ -4.79%
K = 30.00
144' VC
42” MIN COVER (WATER)
r
1 ...........................;a ...................... ............................... % ............................................................................ ...............................
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140
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130
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TOP
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WHERE THEY CROSS THE WATERLINE
WITH A SOLID ELLIPSE AND WHERE THEY 501 R/W (PUBLIC STREET)
CROSS THE STORM WITH A DASHED ELLIPSE
ROADWAY PROFILE -0 +50 TO 2 +00
155
150
145
140
135
130
125
120
115
I
...............
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p q-N�2 ?O
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150
145
140
135
130
125
120
115
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TOP
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I
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x "x .....
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*NOTE: CLEANOUTS ARE BEING SHOWN HALFBREAK COURT
WHERE THEY CROSS THE WATERLINE
WITH A SOLID ELLIPSE AND WHERE THEY 501 R/W (PUBLIC STREET)
CROSS THE STORM WITH A DASHED ELLIPSE
ROADWAY PROFILE -0 +50 TO 2 +00
155
150
145
140
135
130
125
120
115
I
...............
o =�
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0 ................... n N
p q-N�2 ?O
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Co
SCOTT
h
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0 +00 1 +00 2 +00 3 +00 0 +00 1 +00
o �.
mQ
409 Chicago Drive - 5uife 112
Fayeffeville, Norfh Carolina 28506
Fax: [phone]
License Number: C -2554
i
4n 5ITIL
ION INC
5oL_u �
T •
ENGWEE2ING .hu2VEYING G'P-') A, CON.hT2uCTI0N LAYOUT
REVISIONS
2007)
155 PROJECT NAME
WEST
150 HAMPTON
PHASE II
A "ZERO LOT LINE"
145
DEVELOPMENT
CINDER CREEK,
140 SOFTHILL COURT,
HALFBREAK
COURT PROFILE
135
CLIENT
GHM GROUP, LLC
130
125
120
115
2 +00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
00
N
00
N
N
O
OMD
M
c
N
ONO
0 +00 1 +00 2 +00 3 +00 0 +00 1 +00
o �.
mQ
409 Chicago Drive - 5uife 112
Fayeffeville, Norfh Carolina 28506
Fax: [phone]
License Number: C -2554
i
4n 5ITIL
ION INC
5oL_u �
T •
ENGWEE2ING .hu2VEYING G'P-') A, CON.hT2uCTI0N LAYOUT
REVISIONS
2007)
155 PROJECT NAME
WEST
150 HAMPTON
PHASE II
A "ZERO LOT LINE"
145
DEVELOPMENT
CINDER CREEK,
140 SOFTHILL COURT,
HALFBREAK
COURT PROFILE
135
CLIENT
GHM GROUP, LLC
130
125
120
115
2 +00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL:1 " =40'
VERTICAL:1 " =4'
DATE RELEASED
160 APRIL 30, 2014
SHEET NUMBER

140
135
130
125
120
115
110
105
100
%
(y
q? 0 "r L-41-1 Aul -i�
Cn i 0
(z) C14 ;D
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61 f
0
AV 0RrD I B3 (NyRS P007)
OLD MAPLE
409 Chicago Drive —5uife 112
faye=HeviLe, Norih Carolina 28506
Phone: (gio) 426-6777
Fa.: [phone]
License Number: C-2554
4p 51TIL ����
,50LUTION,A.), INC
A LNqNLLP-NG A A, GP)-') A, C,1N-')T2L1CT0N LAYOUT A
REVISIONS
40 1 PROJECT NAME
WEST
35 HAMPTON
PHASE 11
A "ZERO LOT LINE"
30 DEVELOPMENT
OLD MAPLE
25 PROFILE
20
15
10
05
we]
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
C
BEN
@
SCOTT
I PROJECT NUMBER:
CO
LO
U
C�
�. +:
STA: 9+47.36
TOP- 137.97
U,
.... ......
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108.44 LF @ 3.53% 81
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0
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Ln
409 Chicago Drive —5uife 112
faye=HeviLe, Norih Carolina 28506
Phone: (gio) 426-6777
Fa.: [phone]
License Number: C-2554
4p 51TIL ����
,50LUTION,A.), INC
A LNqNLLP-NG A A, GP)-') A, C,1N-')T2L1CT0N LAYOUT A
REVISIONS
40 1 PROJECT NAME
WEST
35 HAMPTON
PHASE 11
A "ZERO LOT LINE"
30 DEVELOPMENT
OLD MAPLE
25 PROFILE
20
15
10
05
we]
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
I PROJECT NUMBER:
1 583
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
16
0 APRIL 30, 2014
SHEET NUMBER
C-5n5

a
v
0
v
N
V
O
N
N
N
N
0
a
U
160
155
150
145
140
135
130
125
120
50' R/W (PUBLIC STREET)
ROADWAY PROFILE 9 +50 TO 15 +00
N (1
N \
+L= —0 +e
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I
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WHERE THEY CROSS THE WATERLINE
10 +00 11+00 12 +00 13 +00 14 +00
160
155
150
145
140
135
130
125
120
140
135
130
125
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115
110
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1 L—
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MUDDY CREEK COURT
50' R/W (PUBLIC STREET)
ROADWAY PROFILE -0 +50 TO 4 +50
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.. . . . . . . . . . . . . . . .
.. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . .
. . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . ..
. . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
C-5n6
HIGH POINT ELEV = 123.77
............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
...............................
..........................HIGH
POINT STA = 3+ 35. 50....................................................................................................................................................................................
...............................
PVI STA = 3 +00.50
...........................................................................................................................................................................................................
............................... ............................LOW POINT ELEV = 118. 73...............................................................................................................................................................................
...............................
PVI ELEV = 123.21 ...................................................................................................................................................................................
...............................
LOW POINT STA = 1 +15
A.D. _ -1.90%
PVI STA = 1 +23.49
K = 36.78
cn
PVI ELEV = 116.98
70' VC
a,
O
rn
.....................................................................................................................................................................................................................................
............................... _ .........................................................................................................................................................................................................................................
A.D. - 6.53%
...............................
......................................................................................
...............................
. . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . .
+...........................................
...............................
N
K =33.10
a =
_
216' VC
II
II
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.. . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . ..
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=
. .. . . . . . . . . . . . . . . . . . . . . . . . . . I
0
CO
.(n...
... ............................
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. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
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/
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..............................................................................................................................................
.............................._
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019•
GROUND
FINISHED
\
=-:
/
42" MIN COVER
(WATER)
4" CO
F
i
S
c
�)OG
26.00 LF ®
WATER
LINE
R 26
.4 ".
CO
L0
0.96% 15" RCP SDR21
%
O
LF
;a3 52
HIGH WATER
ELEVATION
m
1 4" CO
113.36'
N
g" SDR 26 PVC
...............................................................................................:.................................................................................................................................................
...............................
0 90 %,
278.57 F .....................
,, :.:.:.::.:.
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:.:.:.:.:.:.:.:.:.:.:.:.:.:....
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.
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................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
N,.
...............................
NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND
HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET
........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
JOINTS THAT CONFORM
TO ASTM C 443
...............................
...............................
r7
Lb
M N
n Ln
N
0
PO
c0
KO
O
p
O)
pp
N
O
N
W Ln
00
00
O)
N
N
N
M
N
N
N
N
N
0 +00 1 +00 2 +00 3 +00 4 +00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
409 Chicago Drive - 5uife 112
Fayeff iLe, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4p 51TIL
bOLUTIONb, INC
A ENgNEE2ING A 5U 2VEYING A, GP') A, CON')T2uCI0N LAYOUT A
REVISIONS
140 PROJECT NAME
WEST
°s HAMPTON
PHASE
A "ZERO ZER LOT LINE"
130
DEVELOPMENT
OLD MAPLE &
125 MUDDY CREEK
COURT PROFILE
120
CLIENT
GHM GROUP, LLC
115
7670 Raeford Road
110 Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
105
DESIGNED BY:
BEN
DRAWN BY:
BEN
HE
C KED BY:
C
SCO TT
PROJECT E T U
583
100
DRAWING SCALE
HORIZONTAL:1 " =40'
VERTICAL:1 " =4'
DATE RELEASED
1fi0
FEBRUARY 25, 2014
SHEET NUMBER
C-5n6

a
m
0
(V
N
V
O
N
N
N
N
0
o-
a
U
185
180
175
1704
C
Q
F
V
a
165
160
155
150
145
F ' o oX
, c
8 ....
{t#
F}$
t'f kFjO_ /
r ira� x�n �a�t•�, •r�..
LITTLEFIELD COURT
50' R/W (PUBLIC STREET)
ROADWAY PROFILE -0 +50 TO 9 +00
*NOTE: CLEANOUTS ONLY BEING SHOWN
WHERE THEY CROSS THE WATERLINE
rn = ~ ¢ 0.50% 18" RCP
�.
w� 0 + -
I
" "
+ 4 CO 4 CO
I
:�
r
o
w ?.: Cp vF: 4 CO
- �: ' �� 4' CO ,a a �
:.: I 4" CO >
: 4" CO 166.90 LF ®0.45% 8 SDR 26 PVC .: Q
I
� +
V
C
0
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.. 176.40 LF ®0.45% 8 SD ;:,.�_.�_.�_.�...�...�..�..�. :. ' .�:...... m
a
6 P
V
C
' D
R
2 N
8
' S
..........:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.:.:.....:.
: ::: 152.85 LF ®0. :.:.:.:.:.:...::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.::.:. :.:.:.:.:.:.:.:.:.:.:.:.:...... .
.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ...............................
.................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. ...............................
I, O O co co 0 O r7 O M
cO rr) O I� N N rr) Ln r 00 ro � rr) ro Ln o0
M O N Lq O N a0 N a0 M N CO
ro ,,� r� �,� n ID (0 On ^ O ^ r ^ CO 6 CO � N ,,� N CV - Ln Ln ,,� O _
tD (O � � (O tD tD tD tD U U t0 (O CO (O (O
30 LF OF RJDI
PIPE BETWEEN GV
AND BO
n�
�o
409 Chicago Drive - 5uife 112
Fayeff iLe, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4p 51TIL
bOLUTIONb, INC
AENgNEE2ING A hu2VEYING A, GP_') A, CON')T2uCI0N LAYOUT A
REVISIONS
185 PROJECT NAME
WEST
180 HAMPTON
PHASE II
A "ZERO ZER LOT LINE"
175
DEVELOPMENT
LITTLEFIELD
170 PROFILE
165
160
155
150
145
0 +00 1+00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY: BEN
DRAWN BY: BEN
HE
C KED BY: SCO TT C
[PROJECT NUMBER: 583
U
DRAWING SCALE
HORIZONTAL:1 " =40'
VERTICAL:1 " =4'
DATE RELEASED
1fi0 FEBRUARY 25, 2014
SHEET NUMBER
C-507
M
^ I � I
2
HIGH POINT ELEV = 167.59
HIGH POINT STA = 2 +44.40 j
j
PVI STA - 2 +19.17 r
rn
P
E d F)� d'2 z
.................................................................................................................................................................................................................................................................................................................................................................................................................. .
............................... A.D. 5.03% ................................................................................................................................................................................................................................................. .
............................... _
+,n� � �> HIGH P
_ .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. .
...............................
K = 30.23 +
z_ =o z HIGH POINT STA = 4 +36
152' VC I
I < �> > > Q- PVI STA = 4 +68.50
N Qf z z J PVI ELEV = 165.31
LOW POINT ELEV = 163.83 L
LOW POINT ELEV = 165.99 K
A.D. _ -2.13%
LOW POINT ELEV =
= 162.86 H
HIGH POINT ELEV = 164.28 ........................................................................................................ .
...
.........
LOW POINT STA = 0 +46.43 a
M L
LOW POINT STA = 3 +73.28
65' VC L
LOW POINT STA =
= 5 +97.69 P
PVI STA = 7 +49.02
_ _
a M
PVI STA = 3 +58.28
_
5 +86.75 -
-
PVI ELEV = 164.08 "
2 2 M
M
PVI ELEV 166.10
PVI ELEV = 1
161.94
A.D. _ -5.60%
A.D. = 2.78% "
"",n ,; I A
A.D. = 0.96% A
A.D. = 4.97%
K = 30.02
K = 30.59 °
° Ln O �O _ o
oo I v K
K = 31.15 K
r7 N
N m
m K
K= 30.16 1
168' VC
85 VC O
OO _ =
y 3
rn I 00 I ,
,n I 1
150' VC
- H M
o °o° o
o r
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TING GROUND v
v v
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M 0 Z O °O o
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o c0 z O- (
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n ^
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rp =� u
u7 0
00
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-� _
N H__ U
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11 K
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N 4
4- > C
GROUND -
- j 68% �
C I
� v
v~i � z z O
In � = +
'� -� `
`O z o= o
+
w 0
I -
FINISHED '
- -
- - ¢
I Q
Q > m
map I
I I
r
I
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a I
II
2 N
> U
o
r..... .
.... ........................
- O Z
UNH_ +
N Q
H_ 2
2
H _ U
UI
/ 4
42" MIN COVER (WATER) `
` I
I c
c > > d
d w
w
2.
��??
0.57
0
2.12%
/
I 2
........................................................................................ .
... .
...... .
............................................................................................ .
............................................................................................ I
s csoo w
LINE
w. :
:.
•4
` :: ................................................................... .
............................... .
. ...... .
..........
........
0
EXISTING 8" '
'':` '
'' 1
132.43 L
LF ® 0.50% 18" R
RCP 2
26.00 LF ®0.50% 1
15" RCP
MAIN -
:..
- -
- -
-
90.63 LF ® 0.50% 24' RCP
::''
Cp t
t ,
I
' 2
231.16 LF ®0.43% 8
8" SDR :
:`:: w N
N :
:' i
5 _
i p
_ 2
p :
::'
20 L
LF OF DI
a 3
___._. .
._.. r
..� 35.36 LF
r
35.36 LF
° C
;.. .
:.:......::::'.::::':.'.'.'.:::::'.'.'.'.:::::'.::'.' .
......:.:.....::�: '. ' ''. '
.:::::'.'.'.'......:.:......... _
'. ' '
'. '. '.':: a
_ V
V).._ r
.;.: 0
0.57% 24" RCP �
� c
cn +
+ +
+ �
�::`: 0
0.51 % 18" RCP
CENTERED
cp '
'r? ¢
cn n
n U
� 2
26.00 LF ®
UNDER S
STORM
30 LF OF RJDI
PIPE BETWEEN GV
AND BO
n�
�o
409 Chicago Drive - 5uife 112
Fayeff iLe, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4p 51TIL
bOLUTIONb, INC
AENgNEE2ING A hu2VEYING A, GP_') A, CON')T2uCI0N LAYOUT A
REVISIONS
185 PROJECT NAME
WEST
180 HAMPTON
PHASE II
A "ZERO ZER LOT LINE"
175
DEVELOPMENT
LITTLEFIELD
170 PROFILE
165
160
155
150
145
0 +00 1+00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY: BEN
DRAWN BY: BEN
HE
C KED BY: SCO TT C
[PROJECT NUMBER: 583
U
DRAWING SCALE
HORIZONTAL:1 " =40'
VERTICAL:1 " =4'
DATE RELEASED
1fi0 FEBRUARY 25, 2014
SHEET NUMBER
C-507
DRAWING SCALE
HORIZONTAL:1 " =40'
VERTICAL:1 " =4'
DATE RELEASED
1fi0 FEBRUARY 25, 2014
SHEET NUMBER
C-507

ri
O
170
165
160
155
150
145
140
135
130
1
ss • ,�
. .............. . ...
... . .... STA: 3+58.43 . ..........
-V
4F
TOP: 158.44
I PROJECT NUMBER:
Q 'T
4tj
vi
q)
(0
115 "V j
157.90
INV:
0,
77
z. -z
4(j
Nor
..........
.. ......
. I ..... -
A, L)
... ..... . . .... . ..........
A�
...... .... . ..........
.
........
"'
--
S
-CAT =0
. . ..... . . ..............
(f)
i Lp (f)
C',
155
'167
Lr)
. 00
tvf,
t
+ cA
lo
170
165
160
155
150
145
140
135
130
9
A
STA: 4+19
TOP: 156.72
ti INV: 147.41
-A-Mr'-
7421.91 LF @ 0.69% 8" SDR 26 PVC"�
IS
VIIIIIIIIIIIIIIII - 'I -
- 17 M I - � I 7
a
STA: 2+08.43 --- — --- - ---
TOP: 160.02
INV: 153.68
................ . . .. ...... . ..... . ........
ov -j
cty 4� Ov
Z16 �Z moo' i s \ O /
:ty
152 ^1 4T 0
bN
(1;Y
11
, V
Z,
STA:
4
7-06- '33-27 -:t/ w -0 o)
INV..* 1395
-7-
CO
...... ....
p
i6 PVC • 94
sj)I 0 12
@ 4 2V 8'
5- 0) LF SSV
gi co -92.41
U). -- R 26 P V(,
15S -- • 4p Z ---, � W8
SIN. 6153 38 �r ,jr,
ZAT
2,
STA: 5+13.31
TOP 155.24
INV: 143.47 @
0)
CID -
�A A�z
Q�
- ss — N
X00
1
ss • ,�
. .............. . ...
... . .... STA: 3+58.43 . ..........
-V
4F
TOP: 158.44
I PROJECT NUMBER:
Q 'T
4tj
STA:
3+44
TOP:
157.90
INV:
151.31
9
A
STA: 4+19
TOP: 156.72
ti INV: 147.41
-A-Mr'-
7421.91 LF @ 0.69% 8" SDR 26 PVC"�
IS
VIIIIIIIIIIIIIIII - 'I -
- 17 M I - � I 7
a
STA: 2+08.43 --- — --- - ---
TOP: 160.02
INV: 153.68
................ . . .. ...... . ..... . ........
ov -j
cty 4� Ov
Z16 �Z moo' i s \ O /
:ty
152 ^1 4T 0
bN
(1;Y
11
, V
Z,
STA:
4
7-06- '33-27 -:t/ w -0 o)
INV..* 1395
-7-
CO
...... ....
p
i6 PVC • 94
sj)I 0 12
@ 4 2V 8'
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I PROJECT NUMBER:
TOP: 157.67
TOP: 156.49
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fayeff il-Le, Norih Carolina 28506
Phone: (gio) 426-6777
Fax: (gio) 426-5777
License Number: C-2554
4p 51TIL ����
bOLUTIONb, INC
A LNqNLLP-NG A A, GP-') A, C,1N-')T2L1CF10N LAYOUT A
REVISIONS
170 1 PROJECT NAME
WEST
165 HAMPTON
PHASE 11
A "ZERO LOT LINE"
160
DEVELOPMENT
BOULDER CREEK
155 PROFILE
150
145
140
135
130
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
I PROJECT NUMBER:
1 583
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
160 FEBRUARY 25, 2014
SHEET NUMBER
C -5.8

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155 PROJECT NAME
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s° 1 HAMPTON
PHASE
A "ZERO LOT LINE"
145
DEVELOPMENT
BOULDER CREEK
5
140 TUMBLE ROCK,
LOWG RASS
COURT PROFILE
135
CLIENT
GHM GROUP, LLC
130
7670 Raeford Road
125 Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
120
115
1 +00 2 +00
GRAPHIC SCALE
0 20 40 80 160
( IN FEET )
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DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
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155 PROJECT NAME
WEST
s° 1 HAMPTON
PHASE
A "ZERO LOT LINE"
145
DEVELOPMENT
BOULDER CREEK
5
140 TUMBLE ROCK,
LOWG RASS
COURT PROFILE
135
CLIENT
GHM GROUP, LLC
130
7670 Raeford Road
125 Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
120
115
1 +00 2 +00
GRAPHIC SCALE
0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL:1 " =40'
VERTICAL:1 " =4'
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER

125
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105
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.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
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WHERE THEY CROSS THE WATERLINE 0
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . ..
. . . . . . . . . . . . . . . . . . . . . . . . ..
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..
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. . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . .
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
..........................................................................................................................................................................................................................................................................................................................
O�
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............................... LOW POINT ELEV = 104.12 .................................................................................................................................................................................................................................................
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LOW POINT STA = 1 +82.22
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42"
MIN COVER
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c � c
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102.37'
........................................................................................................................................................................................................................................................................................................................
...............................
... :_:
..........107.76
.....................................................................
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............................... . .................................................................
...............................
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SIN 26.00 LF ®
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to to
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NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND
HIGH WATER ELEVATION SHALL HAVE RUBBER GASKET
...............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
JOINTS THAT CONFORM
TO ASTM C 443
...............................
...............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
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120
115
110
105
100
95
90
85
140
135
130
125
120
115
110
105
100
SANITARY SEWER -0 +50 TO 6 +50
56 LF ®0.45% 8 °SDR 26 PVC
l
6
R
2
3•
q
0 +00 1+00 2 +00 3 +00 0 +00 1+00 2 +00 3 +00 4 +00
5 +00 6 +00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
140 PROJECT NAME
WEST
135 HAMPTON
130
125
120
115
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
HOPPER FISH &
MH -21 TO MH -50
PROFILE
CLIENT
GHM GROUP, LLC
7670 Raeford Road
110 Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
105
100
DESIGNED BY:
BEN
DRAWN BY:
BEN
HE
C KED BY:
C
SCO TT
PROJECT E T U
583
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5 +00 6 +00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
140 PROJECT NAME
WEST
135 HAMPTON
130
125
120
115
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
HOPPER FISH &
MH -21 TO MH -50
PROFILE
CLIENT
GHM GROUP, LLC
7670 Raeford Road
110 Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
105
100
DESIGNED BY:
BEN
DRAWN BY:
BEN
HE
C KED BY:
C
SCO TT
PROJECT E T U
583
DRAWING SCALE
HORIZONTAL:1 " =40'
VERTICAL:1 " =4'
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER
C-5m 10

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SANITARY SEWER -0 +50 TO 10 +00
_SPAN THE CREEK WITH 20'
SECTIONS OF CLASS 53 RJDI
. ................................................ .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
................................................................................................ ...............................
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12' 1 8' EXPANSION JOINT ___,.,/ 18'112'
IS CENTERED ON
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CONCRETE ANTI —SEEP
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H PILES SHALL BE PLACED A MIN OF 3' & MAX OF 5'
FROM EACH PIPE JOINT
HP 8X36 STEEL PILES (TYP)
THE DEPTH OF RESISTANCE FOR THE H PILES ARE TO BE
DETERMINED BY STRUCTURAL ENGINEER AT A LATER DATE.
REPORT TO BE PROVIDED TO PWC BEFORE ANY PILES ARE
INSTALLED.
15" RCP
2" PVC
42" RCP
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105
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409 Chicago Drive - `)uife 112
Fayeffeville, Norfh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
Lin � 5l
T
,50LUTION,A.) ,INC
ALNGINLLP- NGAhu2VLYINGA, GPhA, ,1N')TP-L1ffTI,1NLAY61UTA
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
MH -15 TO MH -2
PROFILE
CLIENT
GHM GROUP, LLC
7670 Raeford Road
95 Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
90
0 +00 1+00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL:1 " =40'
VERTICAL:1 " =4'
DATE RELEASED
160 APRIL 30, 2014
SHEET NUMBER
C-5ol

140
135
130
125
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115
110
105
OF
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155 PROJECT NAME
150 1 WEST
HAMPTON
PHASE 11
A "ZERO LOT LINE"
145
MH-28 TO MH-25 &
140 1 STORM PROFILES
135
CLIENT
GHM GROUP, LLC
130
7670 Raeford Road
125 Fayetteville, North Carolina 28304
Phone: [phone]
1 Fax: [phone]
120 1 PROJECT INFORMATION
DESIGNED BY:
.
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
115
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER
C-5m 1 2

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faye=EfeviLe, Norih CaroLina 28506
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License Number: C-2554
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115 WEST
I
HAMPTON
PHASE 11
110
A "ZERO LOT LINE"
STORM PROFILES
105
CLIENT
95 GHM GROUP, LLC
90 7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
85 PROJECT INFORMATION
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120
409 Chicago Prive -5uife 112
faye=EfeviLe, Norih CaroLina 28506
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: (gio) 426
fax
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License Number: C-2554
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REVISIONS
PROJECT NAME
115 WEST
I
HAMPTON
PHASE 11
110
A "ZERO LOT LINE"
STORM PROFILES
105
CLIENT
95 GHM GROUP, LLC
90 7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
85 PROJECT INFORMATION
80
2+00
:
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DRAWN BY:
BEN
CHECKED BY:
TT
iPROJECT NUMBER:
i 583
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
160 APRIL 30, 2014
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SHEET NUMBER

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120
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409 Chicago Prive -5uife 112
faye=EfeviLe, Norih CaroLina 28506
P)hone: (gio) 426-6777
Fa.: [phone]
License Number: C-2554
�5OLUTIO I
4p 51TL
REVISIONS
135 PROJECT NAME
WEST
130
HAMPTON
PHASE 11
A "ZERO LOT LINE"
125
DEVELOPMENT
STORM PROFILES
120
115
110
105
100
95
GRAPHIC SCALE
40 0 20 40 80
IN FEET
1 inch = 40 ft.
CLIENT
GHM GROUP LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
r-
r-
co
0+00 1+00 0+00 1+00 0+00 1+00
409 Chicago Prive -5uife 112
faye=EfeviLe, Norih CaroLina 28506
P)hone: (gio) 426-6777
Fa.: [phone]
License Number: C-2554
�5OLUTIO I
4p 51TL
REVISIONS
135 PROJECT NAME
WEST
130
HAMPTON
PHASE 11
A "ZERO LOT LINE"
125
DEVELOPMENT
STORM PROFILES
120
115
110
105
100
95
GRAPHIC SCALE
40 0 20 40 80
IN FEET
1 inch = 40 ft.
CLIENT
GHM GROUP LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
160 APRIL 30, 2014
SHEET NUMBER

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20' SECTIONS OF CLASS 53 RJDI PIPE ..................
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......... 90.99 LF 0 0.21
% 12" SDR 26 PVC
77.62 LF @ 0.24%
12" SDR 26
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H PILES SHALL BE PLACED A MIN OF 3' & MAX OF 5'
FROM EACH PIPE JOINT
............................................................................................
11 qjSHED
............... ........................................................
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......
........ ..................................................................................
........................... ............................................................
HIP 8X36. STEEL PILES (TYP)
THE DEPTH OF RESISTANCE FOR THE H PILES ARE TO BE
DETERMINED BY STRUCTURAL ENGINEER AT A LATER DATE.
REPORT TO BE PROVIDED TO PWC BEFORE ANY PILES ARE
INSTALLED.
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90
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...........................................................................................
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409 Chicago Prive -5uife 112
faye=HeviLLe, Norih CaroLina 28506
Phone: (gio) 426-6777
Fa.: [phone]
License Number: C-2554
51TIL
4 p
50LUTION,.), INC
ENqNELP-N,� I�P)_') C,1N_')TP_L1CT,1N LAY61LIT
REVISIONS
125 PROJECT NAME
WEST
120
HAMPTON
PHASE 11
A "ZERO LOT LINE"
115
DEVELOPMENT
SEWER PROFILES
110
105
95
90
85
1+00 2+00
GRAPHIC SCALE
40 0 20 40 80
IN FEET
1 inch = 40 ft.
CLIENT
GHM GROUP LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
FPROJECT NUMBER:
r 583
DRAWING SCALE
HORIZONTAL: 1 "=40'
VERTICAL: 1 "=4'
DATE RELEASED
160 APRIL 30, 2014
SHEET NUMBER

LIFTING LUG-�
3/4%3/4" ALUMINUM BAR—,
0-
THE MAXIMUM SPACING BETWEEN BARS SHALL
NOT EXCEED 5.5 INCHES.
NTS
TRASH RACK
110
105
100
95
0111111111
iASH RACK
RISER
4" PVC STUBBED
INTO BOX
4" PVC SCREW
TYPE PLUG
,,— 4- PVC TEE
TEMPORARYPOOL
PERMANENT POOL
12"
4" PVC CAP WITH
3.25" DRILLED HOLE (RI-85)
1.75" DRILLED HOLE (RI-87)
TYPICAL ORIFICE OUTLET CONFIGURATION
NOTES
1. WEEP HOLES SHALL BE EVENLY DISTRIBUTED AMONG
THE THREE RECEIVING SIDES.
2. MINIMUM SEPARATION OF 1.5 TIMES THE DIAMETER OF
THE WEEP HOLE SHALL BE MAINTAINED BETWEEN THE
WEEP HOLES.
3. OUTSIDE RISER DIMENSIONS: L=4', W=3'2'
INSIDE RISER DIMENSIONS: L=3', W=2'2'
NTS
STORM BASIN RISER WITH ORIFICE DETAIL
.......................... - — ----- . ..... . ..... . ..... . ..... ..... . ..... - - . .. . ..... .... ... — --- — --- . . . ..... . .. ....... . . ....... ..... . ..... ................................
10' ACCESS EASEMENT
@ TOP OF POND
SEDIMENT CLEANOUT:94.10'
---I—
BOTTOM OF POND:93.10'
Ido 4
,6 n C.6 CR
�? r- 0 CO 0 n
�? — 0) — 0)
'POND #1—
STORM DRAIN -0+50 TO 3+50
TOP OF POND SEE PLAN FOR
RIP RAP
THICKNESS
3
z
/ \V< ;,/ R
Uj
X
X /x
CLASS B STONE
SEE PLAN FOR Y
x5, X,
THICKNESS SEE PLAN FOR THE
INVERT OF THE SPILLWAY
X
WHICH IS THE ELEVATION
FILTER FABRIC WE WHERE THE FABRIC
SEE PLAN FOR MEETS THE STONE
SPILLWAY WIDTH
SPILLWAY CROSS SECTION
1. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT
OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT
CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE
EMERGENCY SPILLWAY.
2. ALTERNATIVE MATERIALS MAY BE USED OTHER THAN THE SPECIFIED STONE IF
APPROVED BY THE DESIGN ENGINEER.
3. MAX SIDE SLOPES ARE 3:1
NTS
EMERGENCY SPILLWAY
EXISTING GR J N U
10' ACCESS EASEMENT
Y—@ TOP OF PON D
HIGH WATER (100YR):103.25'
............................................................................................................................
HIGH WATER (10YR):102.35'
HIGH WATER (lYR):101.18'
SEDIMENT CLEANOUT:94.10'
BOTTOM OF POND:93.10'
11
r-� � 2 114: 0
Ln �I- �
0 0 0)
0+00 1+00 2+00
1�
TOP OF SHELF:99.60'
................................................................................................
OF SHELF: 98.60'
3+00
110
105
100
MR
Iwo
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
409 Chicago Prive —5uife 112
faye=HeviLe, Norih CaroLina 28506
Phone: (gio) 426-6777
Fax: [phone]
License Number: C-2554
4p 51TIL
,50LUTION,A.), INC
A LNqNLLP-N,� A A, I�P)-') A, C,1N-')TP-L1CT,1N LAY61LIT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE 11
A "ZERO LOT LINE"
DEVELOPMENT
POND PROFILES
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
NEGHUN
A-A
ISTRUCTUREJ
A (Fr)
I B (Fr) I
. (IN)
I . (Fr) I
RI-85 1
100.90
1 98.50 1
3.25
1 99-10 1
RI-87 1
112.50
1 109.50 1
1.75
1 111.50 1
Eld
iASH RACK
RISER
4" PVC STUBBED
INTO BOX
4" PVC SCREW
TYPE PLUG
,,— 4- PVC TEE
TEMPORARYPOOL
PERMANENT POOL
12"
4" PVC CAP WITH
3.25" DRILLED HOLE (RI-85)
1.75" DRILLED HOLE (RI-87)
TYPICAL ORIFICE OUTLET CONFIGURATION
NOTES
1. WEEP HOLES SHALL BE EVENLY DISTRIBUTED AMONG
THE THREE RECEIVING SIDES.
2. MINIMUM SEPARATION OF 1.5 TIMES THE DIAMETER OF
THE WEEP HOLE SHALL BE MAINTAINED BETWEEN THE
WEEP HOLES.
3. OUTSIDE RISER DIMENSIONS: L=4', W=3'2'
INSIDE RISER DIMENSIONS: L=3', W=2'2'
NTS
STORM BASIN RISER WITH ORIFICE DETAIL
.......................... - — ----- . ..... . ..... . ..... . ..... ..... . ..... - - . .. . ..... .... ... — --- — --- . . . ..... . .. ....... . . ....... ..... . ..... ................................
10' ACCESS EASEMENT
@ TOP OF POND
SEDIMENT CLEANOUT:94.10'
---I—
BOTTOM OF POND:93.10'
Ido 4
,6 n C.6 CR
�? r- 0 CO 0 n
�? — 0) — 0)
'POND #1—
STORM DRAIN -0+50 TO 3+50
TOP OF POND SEE PLAN FOR
RIP RAP
THICKNESS
3
z
/ \V< ;,/ R
Uj
X
X /x
CLASS B STONE
SEE PLAN FOR Y
x5, X,
THICKNESS SEE PLAN FOR THE
INVERT OF THE SPILLWAY
X
WHICH IS THE ELEVATION
FILTER FABRIC WE WHERE THE FABRIC
SEE PLAN FOR MEETS THE STONE
SPILLWAY WIDTH
SPILLWAY CROSS SECTION
1. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT
OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT
CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE
EMERGENCY SPILLWAY.
2. ALTERNATIVE MATERIALS MAY BE USED OTHER THAN THE SPECIFIED STONE IF
APPROVED BY THE DESIGN ENGINEER.
3. MAX SIDE SLOPES ARE 3:1
NTS
EMERGENCY SPILLWAY
EXISTING GR J N U
10' ACCESS EASEMENT
Y—@ TOP OF PON D
HIGH WATER (100YR):103.25'
............................................................................................................................
HIGH WATER (10YR):102.35'
HIGH WATER (lYR):101.18'
SEDIMENT CLEANOUT:94.10'
BOTTOM OF POND:93.10'
11
r-� � 2 114: 0
Ln �I- �
0 0 0)
0+00 1+00 2+00
1�
TOP OF SHELF:99.60'
................................................................................................
OF SHELF: 98.60'
3+00
110
105
100
MR
Iwo
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
409 Chicago Prive —5uife 112
faye=HeviLe, Norih CaroLina 28506
Phone: (gio) 426-6777
Fax: [phone]
License Number: C-2554
4p 51TIL
,50LUTION,A.), INC
A LNqNLLP-N,� A A, I�P)-') A, C,1N-')TP-L1CT,1N LAY61LIT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE 11
A "ZERO LOT LINE"
DEVELOPMENT
POND PROFILES
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
I PROJECT NUMBER:
1 583
DRAWING SCALE
HORIZONTAL: 1 "=20'
VERTICAL: 1 "=2'
DATE RELEASED
80 APRIL 30, 2014
SHEET NUMBER
I C-5n 16

LIFTING LUG-�
3/4%3/4" ALUMINUM BAR—,
NTS
TRASH RACK
120
115
110
105
100
ISTRUCTUREJ A (Fr) I B (Fr) I . (IN) I . (Fr) I
RI-85 1 100.90 1 98.50 1 3.25 1 99-10 1
RI-87 1 112.50 1 109.50 1 1.75 1 111.50 1 Eld
iASH RACK
RISER
4" PVC STUBBED
INTO BOX
4" PVC SCREW
TYPE PLUG
,,— 4- PVC TEE
TEMPORARYPOOL
PERMANENT POOL
12"
4" PVC CAP WITH
3.25" DRILLED HOLE (RI-85)
1.75" DRILLED HOLE (RI-87)
TYPICAL ORIFICE OUTLET CONFIGURATION
NOTES
1. WEEP HOLES SHALL BE EVENLY DISTRIBUTED AMONG
THE THREE RECEIVING SIDES.
2. MINIMUM SEPARATION OF 1.5 TIMES THE DIAMETER OF
THE WEEP HOLE SHALL BE MAINTAINED BETWEEN THE
WEEP HOLES.
3. OUTSIDE RISER DIMENSIONS: L=4', W=3'2'
INSIDE RISER DIMENSIONS: L=3', W=2'2'
STORM BASIN RISER WITH ORIFICE DETAIL
POND #2
STORM DRAIN -0+50 TO 2+00
10' ACCESS EASEMENT
6 TOP OF POND
j LISTINd I- GROUND.-HIGH WATER (100YR):113.99'
HIGH WATER (10YR):113.36'-\7
. .................................................................. V. 7 7 -__/ 1.11 .................................................................................. 7.71
WATER (1 YR): 112.71 ' 'K7
0.
S: /
SEDIMENT CLEANOUT: 106.50'
BOTTOM OF POND: 105.50'
NTS
-C,
13,
10' ACCESS EASEMENT
@ TOP OF POND
....................... ..........................................................................................
P OF SHELF:112.00'
0) " � n
IP ': Lq U�
�2 LO n N
0+00
1+00
TOP OF POND SEE PLAN FOR
RIP RAP
THICKNESS
3
z
X11
/X
z
X
>
Z Xx
X
X
CLASS B STONE
SEE PLAN FOR X,
THICKNESS SEE PLAN FOR THE
IX I I
INVERT OF THE SPILLWAY
WHICH IS THE ELEVATION
FILTER FABRIC WHERE THE FABRIC
SEE PLAN FOR MEETS THE STONE
SPILLWAY WIDTH
SPILLWAY CROSS SECTION
1. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT
OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT
CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE
EMERGENCY SPILLWAY.
2. ALTERNATIVE MATERIALS MAY BE USED OTHER THAN THE SPECIFIED STONE IF
APPROVED BY THE DESIGN ENGINEER.
3. MAX SIDE SLOPES ARE 3:1
NTS
EMERGENCY SPILLWAY
120
115
110
105
100
2+00
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
80
409 Chicago Prive —5uife 112
faye��iLe, Norih CaroLina 28506
Phone: (gio) 426-6777
Fax: (gio) 426-5777
License Number: C-2554
4p 51TIL
bOLUTIONb, INC
A L NqNE L P_N,� A _')LIP-VEYIN,� A, I�P_') A, C,1N_')TP_L1CF1,1N LI�YILIT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE 11
A "ZERO LOT LINE"
DEVELOPMENT
POND PROFILES
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
I PROJECT NUMBER:
1 583
DRAWING SCALE
HORIZONTAL: 1 "=20'
VERTICAL: 1 "=2'
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER
C-5m 17

w
0
0
409 Chicago Prive -5uife 112
faye��il_Le, Norih CaroLina 28506
Phone: (gio) 426-6777
Fax: (gio) 426-5777
License Number: C-2554
4p 51TIL
bOLUTIONb, INC
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REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE 11
A "ZERO LOT LINE"
DEVELOPMENT
DETAILS
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
CURB AND GUTTER TO BE POURED
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
IN 10' SECTIONS WITH EXPANSION
JOINTS EVERY 50'
(90' IF MACHINE PLACED)
11 3/8"
FINISH GRADE SF9.5A
26' BC-BC
(END OF CURVE)
13' 13' 11,
S/oe
C-4
04 N
p
4 5' 5' 1.5' 2' 5$ 4.5 e
11, 2'_1.51
1
\
0) 3000' PSI
GONCRtTE�
4% 2% 2 SF9. 2% 4% . . .........
2% 5 2%
�A
.................
........... ...
. .. .......... 6 ------------- j., _j
CABC 0
...........
e ....... ..... ..............
11 7/8"
(LOW POINT IN CURVE)
6" COMPACTED
ABC
6"
........... I ........... QA)
Ld Ld
Z
Z NOTES
24"
COMPACTED
SUBGRADE
1. THERE SHALL BE A 1.5' STRIP BETWEEN CURB AND SIDEWALK.
CARRY BASE COURSE 6"
SIDEWALK SHALL HAVE A MAXIMUM CROSS-SLOPE OF 2% FROM
BEYOND SURFACE COURSE
BACK EDGE OF SIDEWALK TO BACK OF CURB.
AT LOCATIONS WITHOUT
2. SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS
CURB AND GUTTER
ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT,
FILL OR BOTH
NTS
NTS
NTS
24" STANDARD ROLL CURB
2 PAVEMENT SECTION
3 ROADWAY TYPICAL SECTION
DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
DIMENSION OF GRAVEL PAD
GRAVEL ENTRANCE SHALL BE 50 FEET THICKNESS - 6 INCHES MINIMUM
IN LENGTH AND 12 FEET IN WIDTH
NATURAL GROUND
MAX. SLOPE (TYP)
WITH 20 FOOT RADIUS AT EXISTING WIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
ROADWAY POINTS OF THE VEHICULAR ENTRANCE AND EXIT
36-0" MIN 4'-0" 10'-0" AREA, WHICHEVER IS GREATER
6`1_ LENGTH- 50 FT. MINIMUM.
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
_-MIW_ 2.5 2. 5
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH STABILIZATION IS ACHIEVED.
EXITS TO I-I MIT SEDIMENT FROM LEAVING THE SITE
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
��2-3--
F�,
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
FILTER FABRIC-/e
WASHED STONE CONSTRUCTION VEHICLES. AVOID STEEP GRADES
AND ENTRANCES AT CURVES IN PUBLIC ROADS.
NATURAL GROUND
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
fill! ffill gg .. .. ..... , M
__1 NO
SAWCUT ASPHALT EDGES
REQUIRED FOR STAGING AND/OR BORROWAREAS AND
ME
6" STABILIZED AGGREGATE AIGHT AND TRUE EXISTING ASPHALT
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE STABILIZED.
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
_m
BASE COURSE COMPACTED
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
1/2" SF 9.5 A
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
TO 100% MAX. DENSITY
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
ACCEPTANCE.
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES RECEIVING OUTLET.
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
COMPACTED SOIL
TACKCOAT
10. THE CONTRACTOR SHALL INSPECTALL EROSIONCONTROL
09
z",
EX. BASE - - -------- - --- REPLACE
X (0.25 GAL/SY.)
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF-PRODUCING EVENT.
\Clqs
C, MAINTENANCE
WHEN A GRAVEL DIVERSION BERM IS REQUIRED, THE HEIGHT
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
MADE IMMEDIATELY.
1?Z MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
SHALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6",
.. . . . ..... . .
�EQUIRE
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES I N AREAS
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
50, REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH
ALL OTHER REQUIREMENTS SHALL REMAIN THE SAME.
LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING OR 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
TEMPORARY DIVERSION KEY NOTES:
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
Z
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS.
NOTE: SEE PIPE BEDDING DETAIL
PUBLIC ROADWAYS.
U N DISTURBED SOIL
REVIEWAND TO NCDENR REGIONAL OFFICE FOR APPROVAL. ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.
IF PAVEMENT SETTLEMENT OCCURS. THE CONTRACTOR SHALL
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE
FOR LESS THAN 30 DAYS.
REPATCH AT NO ADDITIONAL EXPENSE TO THE OWNER.
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE
REPLACE TO EXISTING OR BETTER THAN DETAIL TO BE
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
DETERMINED BY THE ENGINEER.
COPY OF THE AMENDED PERMIT. ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREA.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY 13. WHEN CROSSING CREEK OR DRAINAGE-WAY, THE CONTRACTOR
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT SHALL RIP-RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
AGGRE N
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
6" MIN. THICKNESS
MAINTENANCE:
OR THE ENGINEER. 2 1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
IMMEDIATELY.
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
2-3" COURSE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED.
NTS
NTS
NTS
4 PAVEMENTPATCH
5 GENERAL EROSION AND SEDIMENT CONTROL NOTES
6 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
7 TEMPORARY DIVERSION BERM
PLAN VIEW
STEEL POSTS (QUANTIT EMBANKMENT
STANDARD METAL POSTS 2'-0" IN GROUND
19 GAUGE HARDWAR CLOTH (1/4
MESH OPENINGS)
STONE ENERGY
SKIMMER (SIZE VAR. DISSIPATOR
INFLOW
. . .. . ........ .
STRUCTURE
...................... . ..... CONSTRUCTION SPECIFICATIONS
1. UNIFORMLY GRADE A SHALLOW DEPRESSION
.............. APPROACHING THE INLET.
.. . .......... . ............... .
',M
14' MA
.... . .................. . ......... . ....... -
....................... 2 DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SEEDING SPECIFICATIONS
tc . ........ S'URROUNDING THE INLET. SPACES POSTS EVENLY AROUND
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURES:
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEEr
. ...... APART.
. . ......... I ...... . . . ..............................
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
SPECIES RATE (LBS./ACRE)
STONE PAD
(BELOW SKIMMER) EMERGENCY
'N' "N . ........... 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE
CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT
RYE (GRAIN) 120
TALL FESCUE 80
SPILLWAY
---ROPE
. .. . ....... . . . ............ THE TOP, MIDDLE AND B01TOM. PLACING A 2 FOOT FLAP
OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING
ANNUAL KOBE LESPEDEZA 50
PENSACOLA BAHIAGRASS 50
IS RECOMMENDED.
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SERICEA LESPEDEZA 30
............. . . .. . ....... . ......... 4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON
1
KOBE LESPEDEZA 10
............................ ......... . ...... A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE
SEEDING DATES:
2:1 SLOPE GRAVEL FILTER # 57 WASHED STONE PLACED TO A HEIGHT OF 16' WIRE AND SMOTH TO AN EVEN GRADE.
JANUARY 1 - MAY 1
SEEDING NOTES:
COIR FIBER BAFFLES WOOD STAKE
(PRACTICE STANDARD 6.65) TOP OF EMBANKMENT
OR METAL POST
MINIMUM ABOVE TOP OF BOX 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
STABILIZED, REMOVE ACCUMULATED SEDIMENT AND
SOIL AMENDMENTS:
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
MIN.1
TRASH RACK EMERGENCY SPILLWAY
ESTABLISH FINAL GRADING EUEVAIIONS.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.
FREEBOARD
MIN
6. COMPACT THE AREA PROPERLY AND STABIUZE IT WITH
LB./ACRE 10-10-10 FERTILIZER.
NURSE PLANTS:
SKIMMER BARREL
GROUNDOOVER.
PIPE
MULCH:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN).
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
SEEDING DATES:
MAINTENANCE:
BEST POSSIBLE
CLASS B STONE PA ,
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
CONSTRUCTION SPECIFICATIONS (4'X4'Xl' MIN.)
EROSION OR OTHER DAMAGE.
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
1. CLEAR, GRUB & STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO ANTIFLOTATION BLOCK CUT-OFF TRENCH ANTI-SEEP STABILIZED
COLLAR OUTLET
MAINTENANCE
REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. 2' DEEP 1.1
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SOIL AMENDMENTS:
DELAY CLEARING THE POOL AREA UNTIL THE DAM IS COMPLETE AND THEN
CROSS-SECTION VIEW
INSPECT INUETSAT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (112 INCH ORGREATER)
RAINFALL EVENT. THE MESH WIRE MY DEBRIS TO PROVIDE
SEEDING MIXTURE:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL
REMOVE BRUSH, TREES, AND OTHER OBJECTIONABLE MATERIALS TO FACILITATE
CLEAR OF OR OTHER OBJECTS
SPECIES RATE (LB./ACRE)
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.
SEDIMENT CLEANOUT. STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT
MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO FACILITATE
VEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROLS BELOW NOTES
THE WIRE MESH DURING THE SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
NTS
GERMAN MILLET 40
MULCH:
THE BASIN AS NEEDED.
APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
1. SEED AND PLACE MATITNG FOR EROSION CONTROL ON INTERIOR AND
A SMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
2. EXCAVATE CUT-OFF TRENCH ALONG THE CENTER LINE OF THE EARTH FILL EXTERIOR SIDESLOPES.
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
EMBANKMENT. CUT THE TRENCH TO STABLE SOIL MATERIAL, BUT IN NO CASE 2. INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE
MAKE IT LESS THAN 2 FEET DEEP. THE CUT-OFF TRENCH MUST EXTEND INTO STANDARD 6.65.
HARDWARE CLOTH & GRAVEL INLET PROTECTION
SEEDING DATES:
BOTH ABUTMENTS TO AT LEAST THE ELEVATION OF THE RISER CREST. MAKE 3. INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO
MAY 1 - AUGUST 15
MAINTENANCE:
THE MINIMUM BOTTOM WIDTH WIDE ENOUGH TO PERMIT OPERATION OF EMBANKMENT 1 FT. FROM BOTTOM OF BASIN.
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
EXCAVATION AND COMPACTION EQUIPMENT, BUT IN NO CASE LESS THAN 2 FEET. 4. THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE
DRIVE STEEL POSTS 18" INTO THE GROUND
ATTACH WIRE FENCE TO POSTS AND EXTEND
NOTES:
SOIL AMENDMENTS:
TOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOWAS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
MAKE SIDE SLOPES OF THE TRENCH NO STEEPER THAN 1 1. COMPACTION SKIMMER AND COUPLING.
REQUIREMENTS ARE THE SAME AS THOSE FOR THE EMBANKMENT. KEEP THE
M AXIMUM 8'0.C. AND EXCAVATE A 4'X 8"
TRENCH UPHILL ALONG THE LINE O'F
THE BOTTOM OF THE FENCE 8" INTO THE
EXCAVATED TRENCH AND TURNED OUT
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
TRENCH DRY DURING BACKFILLING AND COMPACTION OPERATIONS.
PC STS.
4" IN THE TRENCH.
1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND
LB./ACRE 10-10-10 FERTILIZER.
3. EMBANKMENT - TAKE FILL MATERIAL FROM THE APPROVED AREAS SHOWN ON
TOP & BOTTOM STRAND
MIN. 10 GA. WIRE
SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND
SEEDING SPECIFICATIONS
MULCH:
THE PLANS. IT SHOULD BE CLEAN MINERAL SOIL, FREE OF ROOTS, WOODY INLET
STAYWIRES
SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9WIRE
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
VEGETATION, ROCKS, AND OTHER OBJECTIONABLE MATERIAL. SCARIFY AREAS
POSTS
MIN. 12-1/2 GA
STAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCH
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
SEEDING MIXTURE:
ON WHICH FILL IS TO BE PLACED BEFORE PLACING FILL. THE FILL MATERIAL PVC VENT PIPE­\
MUST CONTAIN SUFFICIENT MOISTURE SO IT CAN BE FORMED BY HAND INTO A
BALL WITHOUT CRUMBLING. IF WATER CAN BE SQUEEZED OUT OF THE BALL, IT IS
A".,�STEE
LINE WIRES
MIN. 12-1/2 GA.
EXTENT THAT ITS EFFECTIVENESS IS REDUCED SHALL BE
REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
MAINTENANCE:
SPECIES RATE (LB./ACRE)
TOO WET FOR PROPER COMPACTION. PLACE FILL MATERIAL IN 6 TO 8 INCH
3. STEEL POSTS SHALL BE A MIN. OF 5'HEIGHT AND SHALL BE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT2)
CONTINUOUS LAYERS OVER THE ENTIRE LENGTH OF THE FILL AREA AND
COMPACT IT. COMPACTION MAY BE OBTAINED BY ROUTING THE CONSTRUCTION
THE SELF FASTENER ANGLE STEEL TYPE.
EROSION OR OTHER DAMAGE.
HAULING EQUIPMENT OVER THE FILL SO THAT THE ENTIRE SURFACE OF EACH
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY
SEEDING DATES:
LAYER IS TRAVERSED BYAT LEAST ONE WHEEL OR TREAD TRACKOF HEAVY
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
COASTAL PLAIN: APR.-JULY
EQUIPMENT, OR A COMPACTOR MAY BE USED. CONSTRUCT THE EMBANKMENT
THE DEVICE SHALL BE MADE IMMEDIATELY.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
TO AN ELEVATION 10% HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR
SEEDING MIXTURE:
SETTLING.
5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
SOIL AMENDMENTS:
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
SPECIES RATE (LB./ACRE)
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
4. SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A
PRESSURE ON THE FENCE AS NEEDED.
RYE (GRAIN) 120
AND 500 LB./ACRE 10-10-10 FERTILIZER.
WATERTIGHT STRUCTURAL CONNECTION. SECURE ALL CONNECTIONS BETWEEN FLEXIBLE HOSE
BARREL SECTIONS BY APPROVED WATERTIGHT ASSEMBLIES. PLACE THE
BARRELAND RISERONA FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO
STEP1
STEP 2
5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
CONTRACTOR UNTIL THIS ACTION ISAPPROVED BYAN NCDENR
REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE
ATTACHTHE FILTER FABRICTOTHEWIRE FENCE,
BACKFILL THE TRENCH AND COMPACT THE SOIL
SEEDING DATES:
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS
BACKFILL AROUND THE PIPE OR ANTISEEP COLLARS. PLACE THE FILL MATERIAL
EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE
TRENCH AND TURNED OUT 4" IN THETRENCH.
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
CONTRIBUTING DRAINAGE AREA IS STABLE.
AUGUST 15 - DECEMBER 30
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
AROUND THE PIPE SPILLWAY IN 4 INCH LAYERS, AND COMPACT IT UNDER AND
AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT
EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM FIRM
SOIL AMENDMENTS:
SCH 40 PVC **SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC.
POSTS MAX 8'0.C.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB./ACRE 10-10-10 FERTILIZER.
LB./ACRE GRAIN STRAWAND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FARCLOTH SKIMMER.
HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL
OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
SKIMMER
WIRE FENCE "HOG WIRE"
MULCH:
DRAINAGE DEVICES.
EQUIPMENT. ANCHOR THE RISER IN PLACE BY CONCRETE OR OTHER
SATISFACTORY MEANS TO PREVENT FLOTATION. IN NO CASE SHOULD THE PIPE
CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE
A-
FILTER FABRIC
< #9WIRE STAPLES 1-1/2" LONG
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
EMBANKMENT IS COMPLETE.
MAINTENANCE
BOTTOM OF WIRE FENCE AND
(D FILTER FABRIC BURIED 8" IN
FU EXCAVATED TRENCH & TURNED
MAINTENANCE:
REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN.
5. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE
ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND INSPECT TEMPORARY SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF
ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
OUT 4" IN THE TRENCH
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IF
_FLOW
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
OPERATION OF THE EMERGENCY SPILLWAY. DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
DEPTHOFTHETRAP. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH
IN LATE OR EARLY MARCH.
6. DISCHARGE THE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. SEDIMENT CONTROLS.
STEEL POST DRIVEN
24" INTO GROUND
USE DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT-LADEN
WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE TRAP EFFICIENCY. CHECKTHE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND
A-
INSPECT THE EMBANKMENT FOR
STEP 3
STEP 4
SECTION A-A
7. CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE
MAINTENANCE
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
EMBANKMENT BEFORE THE AREA IS CLEARED.
1. INSPECT SEDIMENT FENCES AT LEAST
ONCE A WEEKAND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
8. INSTALL POROUS BAFFLES AS SPECIFIED.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
9. AVOID STEEP SIDE SLOPES, AND FENCE AND MARK BASINS WITH WARNING
SIGNS IF TRESPASSING IS LIKELY. FOLLOWALL STATE AND LOCAL
NTS
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY
PRESSURE ON THE FENCE. TAKE CARE TO
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
AVOID UNDERMINING THE FENCE DURING CLEANOUT.
NEXT RAIN AND TO REDUCE
NTS
REQUIREMENTS.
4. REMOVE ALL FENCING MATERIALSAND
UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE AFTER
THE CONTRIBUTING DRAINAGEAREA HAS
BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
TEMPORARY SEEDING SPECIFICATIONS
9 PERMANENT SEEDING SPECIFICATIONS
10 TEMPORARY SEDIMENT BASIN
12 SILT FENCE
409 Chicago Prive -5uife 112
faye��il_Le, Norih CaroLina 28506
Phone: (gio) 426-6777
Fax: (gio) 426-5777
License Number: C-2554
4p 51TIL
bOLUTIONb, INC
A L Nq NE L P-1 N,� A _')LIP-VEYIN,� A, I�P_') A, C,1N_')TP_L1CF1,1N LI�YILIT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE 11
A "ZERO LOT LINE"
DEVELOPMENT
DETAILS
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER
C-6nO

m
o
w
SEDIMENT STORAGE (1- MIN)
POND A B C
102.20 99.10 94.10 93.10
2 1 113.16 111.50 106.50 105.50
"VEGETATED SHELF AND SLOPES ABOVE THE PERMANENT POOL ELEVATION SHALL HAVE A MINIMUM
OF 6" TOPSOIL SUBGRADE SHALL BE ADJUSTED TO ACCOUNT FOR ADDITION OF TOPSOIL IN THESE
AREAS SUCH THAT THE ELEVATIONS SHOWN ABOVE ARE TO THE FINISHED GRADE OF 'ME TOPSOIL NTS
WET POND X-SECTION WITH EARTH BERM
PIPE OUTLE
WELL-DEFINED
GR��'br��RIC
PLAN GRAVEL OR FABRIC
NOTES
1. LA IS THE LENGTH OF THE RIPRAP
APRON.
2. D = 1.5 TIMES THE MAXIMUM
STONE DIAMETER BUT NOT LESS
THAN 6".
3. IN A WELL-DEFINED CHANNEL EXTEND
THE APRON UP THE CHANNEL
BANKS TO AN ELEVATION OF 6"
ABOVE THE MAXIMUM TAILWATER
DEPTH OR TO THE TOP OF THE BANK,
WHICHEVER IS LESS.
4. A FILTER FABRIC OR BLANKET SHOULD BE
INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION.
�0 .
7117 =7
D
� 1�
FILTER LAYER
Z,tk;IIUN A-A
GRAVEL OR FABRIC
SECTION A-A
MAINTENANCE
C (IN)
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY
RI-85
AND AFTER SIGNIFICANT G INCH OR GREATER)
1 98.50 1
RAINFALL EVENTS TO SEE IF ANY EROSION
1 29.10
AROUND OR BELOW THE RIPRAP HAS TAKEN
RI-87 1
PLACE, OR IF STONES HAVE BEEN DISLODGED.
1 109.50 1
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
1 111.50
PREVENT FURTHER DAMAGE.
NTS
TYPICAL RIP RAP APRON
RASH RACK
RISER
4" PVC STUBBED
INTO BOX
4" PVC SCREW
TYPE PLUG
4" PVC TEE
TEMPORARY POOL
PERMANENT POOL
12"
4" PVC CAP WITH
3.25" DRILLED HOLE (RI-85)
1.75" DRILLED HOLE (RI-87)
NOTES
1. WEEP HOLES SHALL BE EVENLY DISTRIBUTED AMONG
THE THREE RECEIVING SIDES.
THE WEEP HOLE SHALL BE MAINTAINED BETWEEN THE
2. MINIMUM SEPARATION OF 1.5 TIMES THE DIAMETER OF
WEEP HOLES.
3. OUTSIDE RISER DIMENSIONS: L=4', W=3'2"
INSIDE RISER DIMENSIONS: L=3', W=2'2"
NTS
10 STORM BASIN RISER WITH ORIFICE DETAIL
PVC VENT PIPE--\
SCH 40 PVC **SKIMMER CAN BE PURCHASED FROM JX FAIRCLOTH & SON INC.
PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AN AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 1/2 HEIGHT OF THE 1ST BAFFLE. PULL THE SKIMMER TO ONE SIDE
SUCH THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE THE VEGETATION GROWING IN THE
BOTrOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVED THE DEBRIS. CHECK
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO, REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING
WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETrLEMENT. MAKE ALL NECESSARY REPAIRS.
FAIRCLOTH SKIMMER
TRENCH WIDTH
COLLAR
� 1�
(ACRES)
Z,tk;IIUN A-A
ISTRUCTUREJ
A (FT)
I B (FT) I
C (IN)
I D (FT)
RI-85
100.90
1 98.50 1
3.25
1 29.10
. . ........
RI-87 1
112.50
1 109.50 1
1.75
1 111.50
RED CHOKEBERRY
RASH RACK
RISER
4" PVC STUBBED
INTO BOX
4" PVC SCREW
TYPE PLUG
4" PVC TEE
TEMPORARY POOL
PERMANENT POOL
12"
4" PVC CAP WITH
3.25" DRILLED HOLE (RI-85)
1.75" DRILLED HOLE (RI-87)
NOTES
1. WEEP HOLES SHALL BE EVENLY DISTRIBUTED AMONG
THE THREE RECEIVING SIDES.
THE WEEP HOLE SHALL BE MAINTAINED BETWEEN THE
2. MINIMUM SEPARATION OF 1.5 TIMES THE DIAMETER OF
WEEP HOLES.
3. OUTSIDE RISER DIMENSIONS: L=4', W=3'2"
INSIDE RISER DIMENSIONS: L=3', W=2'2"
NTS
10 STORM BASIN RISER WITH ORIFICE DETAIL
PVC VENT PIPE--\
SCH 40 PVC **SKIMMER CAN BE PURCHASED FROM JX FAIRCLOTH & SON INC.
PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AN AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 1/2 HEIGHT OF THE 1ST BAFFLE. PULL THE SKIMMER TO ONE SIDE
SUCH THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE THE VEGETATION GROWING IN THE
BOTrOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVED THE DEBRIS. CHECK
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO, REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING
WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETrLEMENT. MAKE ALL NECESSARY REPAIRS.
FAIRCLOTH SKIMMER
TRENCH WIDTH
COLLAR
� 1�
(ACRES)
UTILITY
U T' L' TY
1
Uj
11 -
.,177
VARIES)
VARI ES)
.4
WIRE FENCE
8 0
Ij
MAINTENANCE NOTES: FILTER OF 1" DIAMETER
WASHED STONE
1. REMOVE THE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
. . ........
ADEQUATE VOLUME FOR THE NEXT RAIN AND TO REDUCE
COMMON NAME
PRESSUREONTHE FENCE/OUTLET. TAKE CARE TO AVOID
FOXTAIL
4
F-
RED CHOKEBERRY
!.
EUPATORIUM FISTULOSUM
rA
PONTEDERIA CORDATA
Z)
:�:
� .......... i
rA
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
t4
6"
�6
_f
�
TOP OF SILT FENCE
SAGITTARIA LANCIFOLIA
MUST BE AT LEAST 1'
12 "
..........
7i I I
, I ,,,
THE WASHED STONE
20 1/4-
19 1/2-
2-
ANTI-SEEP
COL LAR
24
24"
3'
Ld
z
80*
43"
37-
47 3/4-
27 1/2-
27 1/8-
26 3/4-
26 1/4-
2 13/16-
2 3/4-
36"
36"
4-
di
16-
AII.
37 1/2-
71 .
40 7/8-
PLAN VIEW
TRENCH
WIDTH
GRADE
A -SEEP COLLAR.
NTI
CLASS B CONCRETE.
�1 .1 -
COLLAR
� 1�
(ACRES)
UTILITY
U T' L' TY
1
LINE
LINE
(DIAMETER
I M
(D OAE ER
T
11 -
.,177
VARIES)
VARI ES)
.4
WIRE FENCE
8 0
Ij
MAINTENANCE NOTES: FILTER OF 1" DIAMETER
WASHED STONE
1. REMOVE THE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
5 ANTI-SEEP
COLLAR
NOTES:
(ACRES)
1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL.
1
2. LOCATE REINFORCED OUTLETAT LOWPOINTS OF SILTFENCE BARRIER.
STEEL FENCE POST
3. PLACE RIP RAP WITH CARE. DO NOT TEAR SILT FENCE FABRIC.
WIRE FENCE
8 0
HARDWARE CLOTH-
MAINTENANCE NOTES: FILTER OF 1" DIAMETER
WASHED STONE
1. REMOVE THE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
DIMENSIONS SHOWN ARE MINIMUM
ADEQUATE VOLUME FOR THE NEXT RAIN AND TO REDUCE
COMMON NAME
PRESSUREONTHE FENCE/OUTLET. TAKE CARE TO AVOID
FOXTAIL
4
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE &
RED CHOKEBERRY
REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITH
EUPATORIUM FISTULOSUM
SEDIMENT.
PONTEDERIA CORDATA
2. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
RED CHOKEBERRY
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
LIZARD TAIL
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
4 IN CONTAINER
STABILIZED.
SAMBUCUS CANADENSIS
TOP OF SILT FENCE
SAGITTARIA LANCIFOLIA
MUST BE AT LEAST 1'
FENCE
ABOVE THE TOP OF
FSILT
THE WASHED STONE
20 1/4-
FRONTVIEW
SECTION A-A
NTS
NTS
3' FILTER FABRIC
ON GROUND
11N�N�BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
18" MINIMUM
HEIGHT OF STONE
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
STEEL FENCE POST
SE7 MAX 2' APART
MIN. 18" INTO SOLID
GROUND
SILT FENCE OUTLET
1 5'MIN.
1'THICK #57 FILTER STONE 1
5'
3600 CU. FT/ACRE
W"
"'T �-T
FILTER FABRIC
CROSS SECTION OVERFILL 6" FOR
SETTLEMENT
EMERGENCY
21" MIN BY-PASS
6" BELOW
SETTLtE TOP
4'MIN.
1.5'
Hkz
f
2 1 SI DE SLOPE MAX
FILTER FABRIC EXIST. GRADE
3 1 1 SIDE SLOPE MAX
CLASS B RIP RAP
MAINTENANCE STONE SECTION
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND
RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE
DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED INA DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OF PIPING. PERIODICALLY CHECK THE DEPTH OF THE
SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY
FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED
FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM
THE TRAP IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
NTS
NOTES
1. USE FOR DRA�NAGE AREAS NOT
EXCEEDING 5 (F VE) ACRES.
2 EARTH BERM SHALL BE STABILIZED W/
SEEDING ACCORDING TO SPECIFICATIONS.
351LTER STONE TO BE A DEPTH OF
1 FOOT ON THE DAM SIDE
DESIGN OF SPILLWAYS
DRAINAGEAREA
WEIRLENGTH
(ACRES)
(FT.)
1
4.0
2
6.0
3
8 0
4
1 0.0
5
120
DIMENSIONS SHOWN ARE MINIMUM
NTS
DRIVE POSTS 24" INTO THE GROUND
MAXIMUM 4'O.C. AND EXCAVATE A 4" X 8"
TRENCH UPHILL ALONG THE LINE OF
POSTS.
ATTACH WIRE FENCE TO POSTS AND EXTEND
THE BOTTOM OF THE FENCE 8" INTO THE
EXCAVATED TRENCH AND TURNED OUT 4" IN
T11 ­1111H
STEP1
ATTACH THE JUTE NETTING OR OTHER FABRIC
APPROVED BY THE ENGINEER TO THE STAY W RE
AND POSTS, EXTEND THE BOTTOM OF THE FABRIC
8 ' INTO THE TRENCH AND TURNED OUT 4" IN THE
TRENCH OR USE 8" EROSION CONTROL MATTING
STAPLES.
BACKFILL THE TRENCH AND COMPACT THE SOIL
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
THE TOP OF THE FABRIC SHALL BE 6" HIGHER
THAN THE WEIR.
STEP 3
STEP 4
NOTES:
1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL
2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN.
BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN.
ACCROSS THE BASIN OR TRAP.
3. DO NOT SPLICE THE FABRIC, USE A CONTINUOUS PIECE
4. POSTS FOR THE BAFFLES SHALL BE 4'OC.
MAINTENANCE
1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN
N 0 CASE LESS THAN ONCE PER WEEK AND AFTER EACH
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY.
2 REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE
REACHES HALF FULL. TAKE CARE TO AVOID DAMAGING THE
BAFFLES VMEN THE SEDIMENT IS REMOVED.
3. TEMPORARY MEASURE SHALL NOT BE REMOVED BYTHE
CONTRACTOR UNTILTHIS ACTION IS APPROVED BYAN
NCDENR REPRESENTATIVE. THE ACTION WILL BE
APPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS
STABLE.
4. PLACEMENT OF BAFFLES
INLET ZONE- 35% OF LENGTH FROM ENTRY POINT
FIRST CELL - 25% OF LENGTH FROM INLET ZONE
SECOND CELL - 25% OF LENGTH FROM FIRST CELL
OUTLET ZONE - 15% OF LENGTH FROM SECOND CELL
POSTS MAX 4'0,C,
TOP STAY WIRE OR ROPE
�2 JUTE NETTING OR EQUIVILENT
x FBOTTOM OF FABRIC BURIED 8"
<
IN EXCAVATED TRENCH &
TU RNED OUT 4" IN THE
TREN H, OR PINNED VIATH 8"
C
EROSION CONTROL MATTING
f-STAPLES. _FLOW
qWSTEEL POST DRIVEN
24" INTO GROUND
SECTION A-A
BOTTOM ANCHORE
3 POROUS BAFFLES
409 Chicago Prive -5uife 112
faye��iLLe, Norih CaroLina 28506
Phone: (gio) 426-6�77
Fax: (gio) 426-57�7
License Number: C-2554
51T
4p, L
bOLUTIONb, INC
L NqNE L P_N,� _')LIP-VEYIN,� I�P_') C,1N_')TP_L1CT1,1N LI�YILIT
PERSPECTIVE VIEW
BELOW WATER SURFACE
-0-A ArA AnA 40A
IV COMMON NAME SIZE SPACING
# �1&
<
Iq
�
3
b
0
3E OF NORMAL
^"V�
0 0 0
Av�
PICKERELWEED
4 IN CONTAINER
24" O.C. MAXIMUM
LIZARD TAIL
4 IN CONTAINER
24" O.C. MAXIMUM
BULLTONGUE
UPLANDS (ABOVE WATER SURFACE)
SHALLOW WATER PLANTS
BLUE FLAG IRIS
SHALLOW LAND PLANTS
COMMON NAME
BOTANICAL NAME
15-
COMMON NAME
BOTANICAL NAME
FOXTAIL
4
ALOPERCURUS HOWELLII
RED CHOKEBERRY
JOE PYE WEED
EUPATORIUM FISTULOSUM
'16(
-) I PICKERELWEED
PONTEDERIA CORDATA
48" O.C. MAXIMUM
RED CHOKEBERRY
ARONIA ARBUTIFOLIA
LIZARD TAIL
SAURURUS CERNIJUS
4 IN CONTAINER
ELDERBERRY
SAMBUCUS CANADENSIS
BULLTONGUE
SAGITTARIA LANCIFOLIA
27-
SILKY DOGWOOD
CORNUSAMOMUM
FOXTAIL
4 IN CONTAINER
24" O.C. MAXIMUM
PICKERELWEED
4 IN CONTAINER
24" O.C. MAXIMUM
LIZARD TAIL
4 IN CONTAINER
24" O.C. MAXIMUM
BULLTONGUE
4 IN CONTAINER
24" O.C. MAXIMUM
BLUE FLAG IRIS
4 IN CONTAINER
24" O.C. MAXIMUM
15"
15-
2 1/4'
JOE PYE WEED
4 IN CONTAINER
24" O.C. MAXIMUM
RED CHOKEBERRY
1 GAL CONTAINER
48" O.C. MAXIMUM
ELDERBERRY
1 GAL CONTAINER
48" O.C. MAXIMUM
SILKY DOGWOOD
1 GAL CONTAINER
48" O.C. MAXIMUM
SWAMP MILKWEED
4 IN CONTAINER
24" O.C. MAXIMUM
BLUE FLAG IRIS IRIS VIRGINICA SWAMP MILKWEED ASCLEPIAS INCARNATA
PLANT SUPPLIERS
NOTES ALTERNATE PLANTS CAROLINA GREENERY, WEST END, NC 910-947-3150
MELLOW MARSH FARM, PITTSBORO, NC 919-742-1200
1. PLANT SPACINGS SHALL BE A MAXIMUM OF 24 INCHES ON CENTER. PLANT DELIGHTS NURSERY, RALEIGH, NC 919-772-4794
2. PLANTS CAN AND SHOULD BE MIXED MATCHED DURING THE PLANTING PROCESS. CILL IDE NATIVE PLANT NURSERY, RALEIGH, NC 877-479-2673
SHALLOW LAND PLANTS AND SHALLOW WATER PLANTS CANNOT BE MIXED TOGETHER.
3. SOIL SAMPLE SHOULD BE TAKEN PRIOR TO SAMPLING AND FERTLIZE AT RECOMMENDATION
FROM SOILS ANALYSIS. "VEGETATED SHELF AND SLOPES ABOVE THE PERMANENT POOL ELEVATION SHALL HAVE A MINIMUM
4. ALL SLOPES AND AREAS ADJACENT TO THE WET POND SHALL BE SEEDED WITH BERMUDA OF 6" TOPSOIL. SUBGRADE SHALL BE ADJUSTED TO ACCOUNT FOR ADDITION OF TOPSOIL IN THESE
GRASS FOR A PERMANENT GROUNDCOVER. AREAS SUCH THAT THE ELEVATIONS SHOWN ABOVE ARE TO THE FINISHED GRADE OF THE TOPSOIL.
5. ALL INSTALLATIONS SHALL BE FROM A QUALIFIED PROFESSIONAL.
6 VEGETATED SHELF PLANTING DETAIL
TOP OF POND
CLASS B STONE
SEE PLAN FOR
THICKNESS
FILTER FABRIC
3
SEE PLAN FOR
SPILLWAY WIDTH
SPILLWAY CROSS SECTION
SEE PLAN FOR
RIP RAP
THICKNESS
SEE PLAN FOR THE
INVERT OF THE SPILLWAY
WHICH IS THE ELEVATION
WHERE THE FABRIC
MEErS THE STONE
1. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT
OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT
CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE
EMERGENCY SPILLWAY.
2. ALTERNATIVE MATERIALS MAY BE USED OTHER THAN THE SPECIFIED STONE IF
APPROVED BY THE DESIGN ENGINEER.
3. MAX SIDE SLOPES ARE 3:1
EMERGENCY SPILLWAY
FLARED END SECTION DIMENSIONS
PIPE DIA.
ID
WALL
OD
L
A
B
C
E
F
G
H
J
K
M
15"
15-
2 1/4'
19 1/2-
74 3/4-
7-
27 1/4-
47 1/2-
30-
17 5/8-
16 3/4-
17-
16 1/2-
2-
2'
18"
18-
2 1/2'
23-
74 3/4-
9-
27-
47 3/4-
36-
20 7/8-
20 1/4-
20 1/4-
19 1/2-
2-
2'
24
24"
3'
30"
80*
43"
37-
47 3/4-
27 1/2-
27 1/8-
26 3/4-
26 1/4-
2 13/16-
2 3/4-
36"
36"
4-
97 1/2-
16-
60-
37 1/2-
71 .
40 7/8-
40-
39 3/4-
39-
3 3/4-
3 3/4-
5'
58-
99 1/4-
25 1/2-
70 1/4-
29-
83 1/2-
53 3/4-
52 3/4-
52 1/2-
51 3/4-
4 1/4-
4 1/4-
OD F G
K
NTS
I I NOTES:
1. ALL CONCRETE TO BE 4000 PSI.
2. REINFORCEMENT STEEL MEETS ASTM 615
GRADE 60 .
3. ALL EXPOSED EDGES CHAMFERED 3/4-
E 4. PIPE TO BE GROUTED INTO FLARED END
SECTION JOB SITE BY CONTRACTOR.
5. PRECAST FES STRUCTURES SHOULD BE
POSITIONED AROUND AN EXISTING PIPE OR PIPE
INSERTED INTO FES. FLARED END SECTIONS
SHOULD BE PLACED ON A PREPARED FOUNDATION
AS SPECIFIED BY THE ENGINEER.
6. COMPACTION OF BACKFILL MATERIALS SHALL BE
AS REOUIRED BY THE ENGINEER.
NTS
3/4"x3/4" ALUN
LIFTING LUG-�
TRASH RACK
NTS REVISIONS
PROJECT NAME
WEST
NTS
HAMPTON
NTS
PHASE 11
A "ZERO LOT LINE"
DEVELOPMENT
DETAILS
CLIENT
GHM GROUP LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER
C-60

w
409 Chicago Prive -5uife 112
faye��iLe, Norih CaroLina 28506
Phone: (gio) 426-6777
Fax: (gio) 426-5777
License Number: C-2554
4p 51TIL
bOLUTION INC
A L NqNE L P_N,� A _')LIP-VEYIN,� A, I�P_') A, C,1N_')TP_L1CF161N LI�YILIT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE 11
A "ZERO LOT LINE"
DEVELOPMENT
DETAILS
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
0
CHECKED BY:
SCOTT
I PROJECT NUMBER:
1 583
4.00'[1.22M]
4.00- [1.22M]
F
TRM INSTALLATION
8.00- [2.44M] a 0- f
2.00- [0.61 M1
8.00' [2.44M] a 2.00' [0.61M]
L
0'
12"
4.00- [1.22M]
�
-- 4.00'[1.22M]
_0 04
a
2" -5-
0.7 ST PILES PER SQ. YD.
(0.8 STAPLES PER SQ Nn
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ M)
6-
N
'�A
V14
2.00- [0.61 M1 1.50- [0.46M]
3.00. [0.91 M] - -------
4.00'[1.22M] - -------
2.00' [0.61M] 1.50' [0.46M]
3.00'[0.91m] _T
4.00' [1.22M] - -----
AR :7
40 2.00- [0.61 M1
2.00' [0.61M]
NNN`1N. . . NN . .
2.00- [0.61 M1
2.00'[0.61M]
i"NI;'N' j<'NN
313 �z
4.00- [1.22M]
41
4.00' [1.22M]
4.00- [1.22M]
4.00' [1.22M]
1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD.
(1.5 STAPLES PER SQ. Nn (2.0 STAPLES PER SQ. M)
1.3 STAPLES PER SQ. YD. 1.7 STAPLES PER SQ. YD.
(1.5 STAPLES PER SQ. M) (2.0 STAPLES PER SO. M)
3
............
G (E)
......
1.50- [0.46M] 1.50- [0.46M]
3.00 3.00
[0.91 M] [0.91 M] 0 0 0 0
1.50' [0.46M] 1.50' [0.46M]
3.00' [0.91 M] - ----- 3.00'[0.91M] 6
......................... . . ........ - ....................................
:4 0
2.00- [0.61 M1
T 2.00' [0.61M]
4.00- [1.22M] 1.00. [0.30m]
4.00'[1.22M] 1.00'[0.30M]
2.00- [0.61 M1
2.00'[0.61M]
4.00'[1.22M]
1.00. [0.30m]
............ ........ ...... ...... ........ ........
... .......... .. .. .. ... .. .. .. ... .. .. ... .. .. .. ... .. .. ...
. . . . . . . . . . . . . . .
3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD.
NTS
3.4 STAPLES PER SQ. YD. 3.6 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M) (4.3 STAPLES PER SQ. M)
NTS
(4.1 STAPLES PER SQ. Nn (4.3 STAPLES PER SQ. M)
STAPLE PATTERN FOR WROLLS
3 STAPLE PATTERN FOR 4'ROLLS
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM' , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON BLANKET TYPE.
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
BLANKET WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.
MAINTENANCE:
1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKET
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE
REINSTALLED.
NTS
1 EROSION CONTROL BLANKET INSTALLATION
409 Chicago Prive -5uife 112
faye��iLe, Norih CaroLina 28506
Phone: (gio) 426-6777
Fax: (gio) 426-5777
License Number: C-2554
4p 51TIL
bOLUTION INC
A L NqNE L P_N,� A _')LIP-VEYIN,� A, I�P_') A, C,1N_')TP_L1CF161N LI�YILIT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE 11
A "ZERO LOT LINE"
DEVELOPMENT
DETAILS
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
I PROJECT NUMBER:
1 583
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER
C-602

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4 USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
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EXPANSION JOINT 3-4- 1 1 =1 1 3'-0'-' -DEPRESSED GUTTER LINE
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0.023
M45
18"
0.281
0.281
0.963
1.244
0.031
0.047
18"
3--0--
2--2--
3--3--
PLAN OF TOP SLAB
0 M
0.281
0 G)
0.033
0.049
Z C:
CA
3--0--
2--2--
0.281
0.281
1.043
1.324
0.044
0.065
24"
3--0--
2--2--
0 >
3--9--
0.281
X
T >
0.059
0.085
30"
L11
1 2--2--
1 3-4--
0.281
0.281
1.204
1.485
0.078
0.121
30"
3--0--
2--2--
3-4--
0.123
4--3--
V-2--
4-4--
4
V-6--
3
4--l"
3
4-4-
4--9--
0.147
0.374
0.521
1.606
2.217
0.122
0.184
36"
3--0--
2--2--
3--10--
1.714
4--9--
V-8--
4-4--
4
2--0--
4
4--l"
3
4-4-
49
0.187
0.415
0.602
1.914
2.516
0.176
0.261
42"
3--0--
2--2--
0.180
4--5--
5--3--
V-5--
3--6--
4
1 . -9--
3
3--3--
3
3--3--
38
0.135
0.373
0.508
2.152
2.660
0.240
0.371
48"
3--0--
2--2--
54"
5--0--
5--9--
2--0--
3--6--
4
2--6--
4
3--3--
3
3--3--
41
0.173
0.410
0.583
2.415
2.998
0.313
0.477
54"
3-0"
Z-2"
5-7"
6-3"
Z-7"
3-6"
4
3--0"
6
3--3"
3
3--3"
47
0.211
, 0.448
, 0.659
2806
3.465
, 0.396
1 0.595
a
M
Do
a-
G)
-n
S-111-1
;E.--1 z
0
X
ONE PIPE
CO) 0 0
5 -A;q
SPAN
6""
T
-E
MIN. HEIGHT
z --I -i (A
M o >
A S-V
#4 BARS 'V"
OTAL
TOP
Tk-1
6"
1/2"
@3 EQUAL SPACES
A
-
11
G) -n z > M
.;E M ch ;a
3
4
1
za-000
12"
hmor-
X Z
2--2--
2--9--
I
> >
C �
CD
R
J)
co
Lu
0
<
0-
U)
R
0.026
15"
3--0--
0
z
3--0--
[if
<
� U-
<
DO
D
0
Lu
0.023
0.036
18"
3--0--
2--2--
3--3--
PLAN OF TOP SLAB
0 M
0.281
0 G)
0.033
0.049
Z C:
CA
3--0--
2--2--
0 =
3--9--
;a CA
M -1
-1 >
6"---:ZE#8 "W' BARS
#4 BARS 'V'
M Z
@3 EQUAL SPACES
0 >
0.281
X
T >
0.059
0.085
30"
L11
1 2--2--
1 3-4--
2
-00
4--0--
4
V-5--
M
3--9--
SECTION R-R
3--9--
39
0.123
>
C4
a-
G)
-n
DIMENSIONS
BEN
0
X
ONE PIPE
HEET 2 OF 2
840.02
a
M
z
Ln 0 0
�0-14;q
r- Z -I W
03 0 � C.) >
G) -n -111
=xz>m
CO) ;a
za goo
M Mor--n
CO)
z C
* RISER HAS.321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT
BRICK CATCH BASIN
6"
1 1/2"
U)
Lu
<
0-
U) U) LL
DO
0
C Lu
C0
C
#4 BAR
C4
"S
DOWEL
- EXPANSION JOINTS -
4'-6" 1 4'-6"
6-0"
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV.R-\ EXPANSION JOINT 6"
GRADES 2% AND LINDE 7
--- t---\� I
4 i -
1 1 3-4- DEPRESSED GUTTER LINE
EXPANSION JOINT �0
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT 6"
8" TOP
USE ON GRADEJSOVER 2% 1
I
DEPRESSED GUTTER LINE
�RESS (I
10. 6-10"
011
EXPANSION JOINT MAX
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN (BASED ON MIN. HEIGHT, H, WITH NO RISER)*
DIMENSIONS OF BOX AN
DIMENSIONS
BEN
CHECKED B
ONE PIPE
PIPE
SPAN
VM DT H
VM DT H
SPAN
MIN. HEIGHT
BARS-U
A S-V
OTAL
TOP
BOTTOM
F TOT CONC
D
A
12"
3--0--
2--2--
2--9--
0.281
0.772
0.015
0.026
15"
3--0--
2--2--
3--0--
0.281
0.829
0.023
0.036
18"
3--0--
2--2--
3--3--
0.281
0.887
0.033
0.049
24"
3--0--
2--2--
3--9--
0.281
1.001
0.059
0.085
30"
1 3--0--
1 2--2--
1 3-4--
4--3--
1--2--
4--0--
4
V-5--
2
3--9--
3
3--9--
39
0.123
0.374
1.433
0.092
0.127
36"
3--0--
2--2--
3-10"
4--9--
1--8--
4--0--
4
V-1 V.
3
3--9--
3
3--9--
1 43
1 0.161
1 0.415
1.714
0.123
0.178
42"
3--0--
2--2--
4--5--
5--3--
V-5---
3--2--
4
V-8--
2
2--11--
3
2--11--
1 32
1 0.112
1 0.373
1.738
0.180
1 0.243
48"
3--0--
2--2--
5--0--
5.-9"
2--0--
3--2--
4
2--3--
3
2--11--
3
2--11--
1 35
1 0.145
1 0.410
2.052
0.235
0.317
54"
3'-0"
Z-2"
5--7
6--3--
2--7--
3--2--
4
2'-10"
5
2'-11 -
3
0- 11--
1 A
0.297
0.401
* RISER HAS.321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT
CONCRETE CATCH BASIN
DETAILS SHOWNING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
TYPE "G" N, PE "E" 7�1 TYPE 'IF"
M IIII 0\I
WATER FLOW SAG WATER FLOW
2'- 11 3/4"
A A 1 9 7/8"
19 7/8"
1 1/2" 5/8"
SECTION B-13
z
0 co
Z
LL -JO=
A 0 a. (D Z
wu)- -
LU od -w = =
0 LL CID
=goo
�II-- z -j
LLog
0 0 ra
Z I..: >
CL
LU
w
0
LL
(D z
z
LU
IL
FL
Z
CD
co
M
(D
z
LU
840.01
NTS
z
0 CO)
LL-jo=
r%o[L(Dz
�wu)==
W<Z
�(j LL (9
=goo
U) 1�- 1�- Z
WILL09
0055
Z �..: >
IL
LU
LL
z
w
0.
LLJ
z
w
CO) C-4
CO) z
HEET 2 OF 2
840.02
NTS
z
0 CO)
Z
LL JOM
00jL0z
WU)-= -
W<Z M
�L) LL C9
.goru
1�- F- z -J
eLL09
0 0 U),
Z I..: >
CL F3
LU
-n 1 3/4" 2 1/4" z
0 W a
z WATER FLOW SAG WATER FLOW o 0
0 LL 0 M
ic 00 VIIA SECTION A-A
M
0 In z L)
ZTYPE 'IF" L TYPE 'E" L TYPE "G"
z CO)
V) 0 1 z L)
> RAISED FLOW ARROW
z 1/16" HIGH 2 3/4"
> a
z --I RAISED FLOW ARROW 23/4"
0 M > LU
1/16" HIGH
> Cn z
>
0 1 1/2" C/)
0 z 1 1/2"
U) z
z 1/8" LLf 0
0 :c 1/8" U) w
0 C/)
CU 0 In 5
> 0 0 1 1/2" z w
Ln a 1-1122. 1 3/4" 1/8" 1 1/2" R 1/8" w LL 0
z 4" 2'- 11 3/4" LL
1 1/2" 1 1/2.. 7/8" 1 1/2"
FT7/,TTFff N H UNTU-qu) 1 1/2"
1 3/4" SECTION A-A 7/8"
SHEET 2 OF 2
840.031
FRAME, GRATES, AND HOOD
HEET 2 OF 2
840.03
NTS
409 Chicago Prive -5uife 112
faye�teviLe, Norih CaroLina 28506
Phone: (gio) 426-6777
Fax: (gio) 426-5777
License Number: C-2554
4P 13ITIL
JOH'A
bOLUT ) INC
A LNqNLLP-N,� A A, I�P-') A, C,1N-')TP-L1CF1,1N LI�YILTT A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE 11
A "ZERO LOT LINE"
DEVELOPMENT
DETAILS
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED B
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER
C-6n5

M
z
FA 0 0
-n ;q
CO)
z -i
o � 0 >
G)-n -i
Z>M
(A ;a
0
z 0 0 n
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>>>
g
=!
0
C
z
7-1.
840.14
M
0 1113
z
FA-
00
o -n ;q
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= -i
o � 0 >
0 -n z > -i
M
.PC=cn;o
-n
Z5,uoo
0
> >
C07
z
-
PLAN
WITH GRATE & FRAME REMOVED
SECTION X-X
UrIlAk� k1INUIUMN I /AL)
DIP ELEVATION
540.16 FRAME
RATE
(SEE NOTE)
GENERALNOTES
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR TO CONSTRUCT OF THE BOTTOM SLAB.
AS SHOWN ON STD. NO. 840.00.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
CONSTRUCT WITH PIPE CROWNS MATCHING.
INSTALL 2" WEEP HOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OFA MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE INA
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1
DRAWING NOT TO SCALE.
DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
M
DEDUCTIONS FOR
ONE PIPE
PIPE
0
0
Z
G)
1171
MIN. HEIGHT
D
Z
co
H
PO
C4
0
;a
M
M
Cl)
>
z
>
;a
C.M.
R.C.
0
a
2--0--
2--0--
T
0.222
0.222
M
0.026
15"
2--0-- -
2--0--
M
z
a
-n
0
CO)
7-1.
840.14
M
0 1113
z
FA-
00
o -n ;q
z -i --I CO)
= -i
o � 0 >
0 -n z > -i
M
.PC=cn;o
-n
Z5,uoo
0
> >
C07
z
-
PLAN
WITH GRATE & FRAME REMOVED
SECTION X-X
UrIlAk� k1INUIUMN I /AL)
DIP ELEVATION
540.16 FRAME
RATE
(SEE NOTE)
GENERALNOTES
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR TO CONSTRUCT OF THE BOTTOM SLAB.
AS SHOWN ON STD. NO. 840.00.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
CONSTRUCT WITH PIPE CROWNS MATCHING.
INSTALL 2" WEEP HOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OFA MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE INA
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1
DRAWING NOT TO SCALE.
DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
TOTA
CONCRETE
FOR M INIMUM
HEIGHT H
C.M.
R.C.
12"
3--0--
2--0--
2--0--
0.222
0.222
0.222
0.015
0.026
15"
2--0-- -
2--0--
2--3--
r-
CO)
0.648
0.023
0.036
18"
q
22
2--6--
0.015
-n
0.703
0.033
0.049
24"
12"
z
3--o..
SEE STANDARD 840.54 MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
g4 BAR C ELEVATION IS 12 FEET.
S '
0.196
0.814
0.059
0.085
30"
1 3-0"
1 Z-O"
2--6--
2--6--
2--F-
1 0.222
0,925
0.092
0.127
#4 BAR
CONCRETE DROP INLET
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
BOTTOM OF CC
PLAN OF COVER
1" R.
V-1 1 1/2"
3/4"
00
Y Y Y
1/2"
TYPE #1
1�- -
33/ " 1
�-4 3/4"
V- 10 5/8"
0 ALTERNATE
SECTION B-B
X
4 3/8" -1
2'-0 1/2" MINIMUM WEIGHTS - LBS.
2'-9 1/4" FRAME - 180
z
0
Z
- M (j
LL JO=
o[Laz
0
LU df -w
--LL a
0
0
1�- z -J
W LL. 0:5
0 0 FA- U6
Z �..: -
>
EL
LU
0
LL
LU
0 _j
Z z
LU
[L 9:
0 12-
A
0� --
CD
a a M
a LU w
z
g LU
w z
n 0
0 (3
z
LLI
840.14
NTS
z
0
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<
Z
- M 0
LL J03: -
00jLQz
W<zU-O
0
goo
1�- z -j
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MLL09
0 0 75
Z I-: -
>
IL F3
LU
0 LU
LL >
0 0
z
z
0 LU
0
z
<
11-- LU
co -j
0
CO)
Z
z
COVER - 120
0 M
z
0
TOP SLAB
DIMENSIONS
SECTION A-A TOTAL-300
>
M
z
SPECIFICATION
0
PLAN OF FRAME
Z
G)
SHEET1 OF 1
SHEET 1 OF 1
840.54�
=
C:
0
M
z
00
5 -n;q
Z -j --I Cn
= -i
o � 0 >
G)-n -111
z > M
co)
z 5 -0 o 0
= 0 r- -n
o ;a
*> >
CO) 5
z
6"-
X
E
0
CO)
A
Y-011-
I
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=
2--0-- -
2--0--
2--3--
r-
CO)
U)
w
3--0--
2'-1 1/4"
M
q
22
0 z
r-
0
0.015
-n
>
M
In
0 0
2--3--
V-1 1 3/4" -
12"
z
y
SEE STANDARD 840.54 MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
g4 BAR C ELEVATION IS 12 FEET.
S '
0.196
0.196
a
24
0.902
0.023
0.036
>
2--6--
2--6--
V-10 7/8" -
14"
X
3--6--
3--6--
0.227
M
0.222
30
1.065
0.033
>
24"
3--0--
3--0--
3--3--
z
3--9--
4--0--
4--0--
0.296
0.296
0
40
1.434
0.059
0.085
30"
0
z
3--9--
18"
4--3--
4--6--
0
0.375
0.375
C4
51
1.860
0.092
-n
36 -
4-0
4-0
BOTTOM OF CC
PLAN OF COVER
1" R.
V-1 1 1/2"
3/4"
00
Y Y Y
1/2"
TYPE #1
1�- -
33/ " 1
�-4 3/4"
V- 10 5/8"
0 ALTERNATE
SECTION B-B
X
4 3/8" -1
2'-0 1/2" MINIMUM WEIGHTS - LBS.
2'-9 1/4" FRAME - 180
z
0
Z
- M (j
LL JO=
o[Laz
0
LU df -w
--LL a
0
0
1�- z -J
W LL. 0:5
0 0 FA- U6
Z �..: -
>
EL
LU
0
LL
LU
0 _j
Z z
LU
[L 9:
0 12-
A
0� --
CD
a a M
a LU w
z
g LU
w z
n 0
0 (3
z
LLI
840.14
NTS
z
0
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<
Z
- M 0
LL J03: -
00jLQz
W<zU-O
0
goo
1�- z -j
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MLL09
0 0 75
Z I-: -
>
IL F3
LU
0 LU
LL >
0 0
z
z
0 LU
0
z
<
11-- LU
co -j
0
CO)
Z
z
SHEET1 OF 1
840.31
FOR MANHOLE COVER & FRAME �
PLAN OPTIONAL SPACE
Y6�
�
C. TO C.
BRICK MAY BE USED
6" TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
#4 BAR
1/4"
OUTLET PIPE J
6--fi E OR F -1-1 1/2"
A
I ? i
SECTION
DOWEL
C-C OR D-D
SECTION X-X
6"
1/41 Z.
6"
1/4" X 6"
7H
EXP. JOINT
1/4"'
6" -C:
J, B
DOWEL
1 4'X 6"
,rEXP JOINI
1/4-
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
COVER - 120
0 M
z
0
TOP SLAB
DIMENSIONS
SECTION A-A TOTAL-300
TOTALQUANTITIES
BOX AND SLAB
C)
Z
SPECIFICATION
0
WIDTH
CLASS 30 IRON MEEETING
TYPE #2 ASTM A-48
D
SHEET1 OF 1
SHEET 1 OF 1
840.54�
1840.54
MANHOLE FRAME AND COVER NTS
0
M
z
00
5 -n;q
Z -j --I Cn
= -i
o � 0 >
G)-n -111
z > M
co)
z 5 -0 o 0
= 0 r- -n
o ;a
*> >
CO) 5
z
6"-
X
E
OPTIONAL MANHOLE
E
GENERALNOTES
76--1 C
6" CHAMFER ALL EXPOSED CORNERS 1
USE CLASS "B" CONCRETE THROUGHOUT.
i 1 7 OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
X #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
� I D USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
D
U) 0 IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
LU ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
LLI LL
< PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
U) 12" ON CENTER IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
I TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
6 j- 3"- SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
F3 HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
C0 L
z
0 U)
1�- >-
< < <
Z 1�- �: .
- M ()
LL JO= -
00jL(Dz
wco)-
LLI<Z=X
LL.
1�- g 0
4 U
(j) I.- 1�- z -J
MLL09
0 0 rn
Z >
LLJ
A
Y-011-
I
--6"
r- Z a
2--0-- -
2--0--
2--3--
ic 0 13
IV > -1
2--9--
U)
w
3--0--
'a Z
M M 0
0.167
0.185
22
0 z
r-
0
0.015
0.0
15"
M
In
0 0
2--3--
Es
12"
3--0--
y
SEE STANDARD 840.54 MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
g4 BAR C ELEVATION IS 12 FEET.
S '
0.196
SHEET1 OF 1
840.31
FOR MANHOLE COVER & FRAME �
PLAN OPTIONAL SPACE
Y6�
�
C. TO C.
BRICK MAY BE USED
6" TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
#4 BAR
1/4"
OUTLET PIPE J
6--fi E OR F -1-1 1/2"
A
I ? i
SECTION
DOWEL
C-C OR D-D
SECTION X-X
6"
1/41 Z.
6"
1/4" X 6"
7H
EXP. JOINT
1/4"'
6" -C:
J, B
DOWEL
1 4'X 6"
,rEXP JOINI
1/4-
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
0 M
z
0
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTALQUANTITIES
BOX AND SLAB
C)
Z
PIPE
0
WIDTH
0
D
A
B
0 M CA
j
-0 -1 >
I
w
E
-4 M z
-
;a 0 C- a
TOP
SLAB
BOTTOM
SLAB
WALU
F T. OF HT.
Z >
> C X
CU YDS
MIN. "H"
C.S.
R.C.
r- Z a
2--0-- -
2--0--
2--3--
ic 0 13
IV > -1
2--9--
U)
w
3--0--
'a Z
M M 0
0.167
0.185
22
0 z
r-
0
0.015
0.0
15"
M
In
0 0
2--3--
Es
12"
3--0--
3--3--
SHEET1 OF 1
840.31
FOR MANHOLE COVER & FRAME �
PLAN OPTIONAL SPACE
Y6�
�
C. TO C.
BRICK MAY BE USED
6" TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1'
#4 BAR
1/4"
OUTLET PIPE J
6--fi E OR F -1-1 1/2"
A
I ? i
SECTION
DOWEL
C-C OR D-D
SECTION X-X
6"
1/41 Z.
6"
1/4" X 6"
7H
EXP. JOINT
1/4"'
6" -C:
J, B
DOWEL
1 4'X 6"
,rEXP JOINI
1/4-
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTALQUANTITIES
BOX AND SLAB
DIMENSIONS FOR ONE
PIPE CU YDS
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALU
F T. OF HT.
LBS.
REINF
CU YDS
MIN. "H"
C.S.
R.C.
12"
2--0-- -
2--0--
2--3--
12"
2--9--
3--0--
3--0--
0.167
0.167
0.185
22
0.750
0.015
0.0
15"
2--3--
2--3--
2--6--
12"
3--0--
3--3--
3--3--
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2--6--
2--6--
2--9--
14"
3--3--
3--6--
3--6--
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3--0--
3--0--
3--3--
16"
3--9--
4--0--
4--0--
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
3--6--
3--6--
3--9--
18"
4--3--
4--6--
4--6--
0.375
0.375
0.296
51
1.860
0.092
0.127
36 -
4-0
4-0
4-3
20 -
4-9
5-0
5-0
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4--6--
4--6--
4--9--
22"
5--3--
5--6--
5--6--
0.560
0.560
0.370
77
2.878
0.180
0.243
48"
5-4--
5-4--
5--3--
26"
6--3--
6-4--
6-4--
0.743
0.743
1 0.403
60"
3.623
0.235
0.317
54"
5--10--
5--10--
5--9--
28"
6--7
6--10--
6--10--
0.865
0.865
0.444
126
4.283
0.297
0.401
60"
6--6--
6--6--
6--3--
30"
T-3--
T-6--
T-6--
1.042
1.042
1.481
145
5.090
0.367
0.495
66"
7--l"
7--l"
6--9--
32"
T-10"
8--l"
8--l"
1.210
1.210
1.518
169
5.917
0.444
0.589
CONCRETE JUNCTION BOX
X
0 0
LL
Im
w
-j
Z 0
LoLU
z IL
11-- < FL
Z _j
<
z M
o w
z LU p
CL
C
LU 0 c,4
(j)
0
SHEET 1OF 1
840.31
NTS
M
z
Woo
0-n;o
z --I (j)
-111
MOO>
G)-n -i
Z>M
-0 n 0
(A ;a
z G) 0 id -n
h =
X
-4 z
>>>
-< --1
(A
z
M
z
G)
1171
-
CO)
0 CO)
>
z
X
>
X
w 0
C*
M r-
M Z
a
-n
0
X
840.15
M
z
0 0 0
o -n ;a
z --q -i CO)
= -i
M 0 >
0-nz -1
> M
PC 2E ca ;a
000
zoo -n
h = r-
. * X -
-4 Z
>
>
0
z
ic'
n
0
X
C
CA
M 0 M
-0 z
G)
Z C:
CA
0 CA
-1 -q
-n >
z
>
ic ;a
a
CO)
M
>
00
4, Z
0 a
z
G)
>
z X
a
M
3HEET1 OF 1
840.16
M
0 -0
<.--I z
LA 0 0
� 0 -n ;q
z --I
03 o � 0 >
G)-n -111
Z>m
U) ;a
zQ-000
-n
Mor-
E9
> z
>
CO) 5
z
M
z
0
CO)
-& M 0 =
K) 0 A CO)
-0 C
- >
=1 C z
;a 0 a
a z Z >
> 0 ;a
r- -1 0
ic - 13
> 0
z Z
M M
Z
r- 0
M 0
X -n
SHEET 1OF 1
840.32
kkVA
PLAN
WTH COPING REMOVED
GENERALNOTES
MORTAR JOINTS 1/2" + 1/8" THICK.
USE CLASS "B" CONCRETE THROUGHOUT.
USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
USE #4 BAR DOWELS AT 12" CENTERS.
DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY.
1
PROVIDE ALL CATCH BASINS OVER 3-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OF SECTION 840 OF THE STANDARD SPECIFICATIONS.
USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE
12" WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAI MING
6-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY.
CONSTRUCTWITH PIPE CROWNS MATCHING.
DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO TRAFFIC.
CHAMFER ALL EXPOSED CORNERS 1
DRAWING NO TO SCALE.
--I-- -�OPING (INCIP�KlIrAl N
OP ELEVATIC
STD. 540.16
RAME & GRAI
SECTION X-X
MAXPIPETHISSIDE 18"
DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONCRETE
CUBIC YARDS
BRICK MASONRY
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FOOT HT.
MASONRYFOR
MIN. HEIGHT, H
C.S.
R.C.
12"
3--0--
2--0--
2--0--
0.268
0.313
0.522
0.020
0.0
15"
2--3--
g 0
�
2--3--
0.268
0.313
0.600
0.031
0.047
'4:'::::
FOR THE REMAINING 6'-0". ADJUST DIMENSIONS AND QUANTITIES
MU-0 9
2--6--
1 0.268
0.313
0.678
0.044
0.065
P18"
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
F3
3-0"
0.268
0.313
0.835
0.078
0.113
30.,
� 3--0--
2--0--
2--6--
0.268
-
0.313
-
0.991
1 0.122
1 0.170
1" DEPRESSION
V- 7 5/8"
V- 7 5/8"
F
6"
-
-.10 IN F1,111 110012 1 Z I I =1
1 1/2"
1 1/2"1
1 5/8" 1 5/8"
if
FG- G
:1
:1
H
L2
V-7 5/5" V-7 5/8"
PLAN OF GRATING
1/8"
1/8"
2 1/8"
CASTIRON
-
CN
PLAN'OF FRAME
#4 BAR
Lvl�
L
T-6"
1/8" 1/8"
T. T.
1/8"
1/8"
2 1/8"
N C14
SECTION E-E
CAST IRON
1/8"
T.
2'- 3 3/4"
1/8"
3/4" 3/4"-
2'- 2"
C14 C14
SECTION F-F
z
0
- CO)
1�- >-
<<<
Z 1�- �: .
- W CJ
LL-jo= -
ROKOZ
-mu)- -
LU dr
0 LL.
= goo
U) 1�- z -j
�LLog
0 0 ra
Z �..: -
>
EL
LU
0
LL
a
Z LLJ
LU
z a:
0.
CL --
CD
OF)
0
a
z
g
-j
0
z
LL1
840.15
NTS
z
0
CO)
<
Z
LL-jo=
r%o[L(Dz
LU<Z
0 U- 0
goo
ca 1�- z -j
�LLog
0055
z -
1�- >
0 IL
D LU
U)
w Go
a
w z
0
LL
z
00
z It
Go
U)
w
0 2 0
0 a
z
LL 113
CO) w
M
co)
z
LU 0
w
0
LL
3HEET1 OF 1
840.16
DROP INLET FRAME AND
GRATE
NTS
TOP SLAB
DIMENSIONS
GENERALNOTES
z
PIPE
CHAMFER ALL EXPOSED CORNERS 1
0
)NAL MANHOLE E
USE CLASS "B" CONCRETE THROUGHOUT.
MASONRY
D
USE #4 BAR DOWELS AT 12" CENTERS.
B
H
MORTAR JOINTS 1/2" + 1/8" THICK.
CONCAVE TOO ALL EXPOSED JOINTS.
LL.-Jo=
E
F
TOP&
BOT OM
CU. YD.
MIN
HEIGHT
CU. YD.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
00CLOZ
w -
CO) = 3f
D D
SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK.
w < z LL.
< (0 C0
2--3--
g 0
�
U) 0 6
FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN
HEIGHT, SE12"WA
U ILL TO 6'-0" FROM TOP OF WALL, AND 8" WALL
M
1�- Z
Lu 0 LL
0.591
0.263
< < 76A
FOR THE REMAINING 6'-0". ADJUST DIMENSIONS AND QUANTITIES
MU-0 9
0-6
U)
ACCORDINGLY.
0 0 U),
12"
IF REINFORCED CONCRETE PI PE IS SET IN BASE SLAB OF BOX,
>
3-4--
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
F3
0.263
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
LU
-f 3"
L
C0 C
12" ON CENTER IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
2--6--
2'-9
14"
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
3--8--
PLAN SEE STANDARD 840.54 'A" SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
SPACED 6"
FOR MANHOLE COVER & FRAME C. TO C. HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
OPTIONAL MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
BRICK MAY BE USED TO ELEVATION IS 12 FEET.
ADJUST FRAME & COVER
TO SURFACE ELEVATION MAX. 1
HEADER
#4 BAR
COURSES E] E:]E:I=E:IE
0
L =]E:
-F� X
LL
Li I I ILJE m
0 LU
OUTLET PIPE -:j
El EIE z
0
E OR F LU
611 Li 1/2"
A '; � "I". ,
I g Z z IL
01.
B + 16" SECTION 0 <
a - 2
6-f
OUTLET ELEVATION C-C OR D-D
DOWEL
w
SECTION X-X
SEE STANDARD 840.54
OR MANHOLE COVER & FRAME
BIR CK MAY USED TO
ADJUST FRAME & COVER
6" TO SURFACE ELEVATION MAX. 1'
1/4" X 8" EXP. JOINT
::]E: ::]E:
6' ::]E: ::]E:
61 3" f [DOWEL
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR BRICKJUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS
TOP SLAB
DIMENSIONS
CUBIC YARDS
IDMI[E]CMONSFF�19E
FPMaUYtGS.
PIPE
SPAN
WIDTH
HEIGHT
-EE�-C7BRICK
MASONRY
D
A
B
H
NO.
LENGTH
E
F
TOP&
BOT OM
CU. YD.
MIN
HEIGHT
CU. YD.
WALL PER
FT. HT.
CU. YD.
C.S.
R.C.
12"
2--0--
2--0--
2--3--
12"
3--l"
3-4--
3-4--
0.412
0.591
0.263
0.020
0.032
15"
2--3--
2--3--
2--6--
12"
3--l"
3-4--
3-4--
0.412
0.657
0.263
0.031
0.047
18"
2--6--
2--6--
2'-9
14"
3--5--
3--8--
3--8--
0.498
0.814
0.296
0.044
0.065
24"
3--0--
3--0--
3--3--
16"
4--l"
4-4--
4-4--
0.695
1.176
0.362
0.078
0.113
30"
3--6--
3--6--
3--9--
18"
4--5--
4--8--
4--8--
0.807
1.481
0.395
0.122
0.170
36"
4--0--
4--0--
4--3--
20"
5--l"
5-4--
5-4--
1.053
01.959
0.461
0.176
0.1238
42"
4--6--
4--6--
4--9--
22"
5--9--
6--0--
6--0--
1.333
2.503
0.527
0.240
0.323
48"
5-4--
5-4--
5--3--
26"
6--5--
6--8--
6--8--
1.646
1 2.940
0.560
1 0.313
0.422
54"
5--10--
5--10--
5--9--
28"
6-11"
T-2--
T-2--
1 1.902
3.502
1 0.609
1 0.396
1 0.535
60"
6--6--
6--6--
6--3--
30"
T-7
T-10-
T-10"
1 2.272
1
4.113
1 0.658
1 0.489
1 0.660
66"
7--l"
7--l"
6--9--
32"
8--5--
94
4778
1 0708
1 0591
1 0.798
BRICK JUNCTION BOX
4 Z Z
0 0
Z
< IL
U)
z
LU
SHEET1 OF1
840.32
409 Chicago Prive -5uife 112
faye��iLe, Norih CaroLina 28506
Phone: (gio) 426-6777
Fax: (gio) 426-5777
License Number: C-2554
4
bOLU FION INC
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASE 11
A "ZERO LOT LINE"
DEVELOPMENT
DETAILS
CLIENT
GHM GROUP LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
FEBRUARY 25, 2014
SHEET NUMBER
C-6n6