SW8090925_APPROVED PLANS_20160511

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO,
SW8 a9 L-)9 ZS
DOC TYPE
❑ CURRENT PERMIT
09- APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2p 1(o a 5
YYYYM M D D

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LINE TABLE
LINE
LENGTH
BEARING
L1
42.99
S9' 10' 26"W
L2
118.87
S0. 06' 35"W
L3
43.22
S24' 03' 34"E
L4
38.39
S54' 05' 49"E
L5
12.15
S67' 26' 03"E
L6
35.28
NY 34' 10"E
L7
85.65
S88' 34' 04"E
LB
28.59
N67' 54' 18"E
L9
92.74
N89' 32' 28"E
L10
51.87
S1' 47' 55"W
L11
5.54
S68' 13' 47"E
L12
17.60
S33' 12' 33"E
L13
7.35
S69' 41' 07"E
L14
19.29
N62' 26' 00"E
L15
31.24
N72' 09' 57"E
L16
32.18
S83' 38' 04"E
L17
23.09
S70' 05' WE
L18
34.17
NBO' 58' 14"E
1-19
72.51
N68' 57' 39"E
L20
61.01
S21' 31' WE
L21
60.63
S70' 24' 17"E
L22
62.53
S43' 26' 33"W
L23
27.86
S53' 08' 30"W
L24
42.25
S70' 30' 40"W
L25
22.66
S4' 26' 34"W
L26
88.96
S54' 27' 27"W
L27
38.57
N34' 32' 02"W
L28
24,50
N35' 27' 55"W
L29
29.02
N43' 31' 28"W
L30
18.34
MY 00' 38"W
L31
27.41
N75' 23' 02"W
L32
20.27
S78' 11' 07"W
L33
62.28
SO' 46' 25"E
L34
88.52
S69' 54' 57"W
L35
38.35
NO' 47' 27"W
L36
5.03
MY 58' 41 "W
L37
16.20
S86' 05' 57"W
L38
4.93
N89' 16' 33"W
L39
54.01
SO' 28' 49"E
L40
93,08
N89' 21' 27"W
L41
26.52
S84' 05' 11"W
L42
28.89
S31' 12' 56"W
L43
60.59
S9' 43' 30"W
L44
30.56
S27' 08' 59"E
L45
12.25
S89' 16' 33"E
L46
50,26
S89' 50' 36"E
L47
36.27
S20' 56' 19"E
L48
34.41
S62' 02' 33"E
L49
29.39
S45' 17' 41"E
L50
30.11
S27' 54' 12"E
L51
26.27
S2T 54' 09"E
L52
30.88
S47' 30' 53"E
L53
45.14
S76' 57' 51"E
L54
28.77
N89' 39' 54"E
L55
86.83
N87' 51' 39"E
L56
61.91
S78' 29' 07"E
L57
58.66
S11' 43' 05"W
L58
34.68
S10' 09' 20"W
L59
35.35
S6T 30' 24"E
L60
50.45 1
S82' 05' 33"E
L61
42.78
S81' 04' 22"E
L62
16.61
N65' 18' 21"E
L63
80.93
N29' 41' 1B"E
L64
94.21
S61' 08' WE
L65
26.54
S30' 50' 08"E
L66
90.92
S62' 27' S1"E
L67
45.95
S22' 48' 36"W
L68
20.27
S40' 41' 34"E
L69
34.18
S26' 54' 56"E
L70
27.78
S35' 19' 55"E
L71
108,28
S62' 02' 27"E
L72
23.07
S54' 59' S6"E
L73
18.06
S31' 56' 12"E
LINE TABLE
LINE 1I'
LENGTH
BEARING
L74
25.09
S15' 10' S7"E
L75
33.30
SY 36' 37"W
L76
94.94
S62' 30' 22"E
L77
j 96.09
S27' 54' 33"W
L78
1 25.98
S27' 27' 33'W
L79
23.33
S65' 44' 52"W
LBO
16.05
S53' 21' 10"E
L81
38.31
S9' 27' 31"E
L82
38.85
S8' 26' 20"E
L83
39.44
S13' 37' 09"E
L84
87.41
S29' 37' 58"E
L85
26.98
S6' 19' 54"E
L86
28.63
S15' 02' 46"W
L87
17.84
S2' 22' 53"E
1-88
48.57
S16' 33' 25"E
L89
33.34
S8' 56' 15"E
L90
28.68
S6' 29' 16"W
L91
29.35
S29' 48' 55"W
L92
31.54
S65' 27' 13"W
L93
44.98
S80' 09' 25"W
L94
42.11
S59' 13' 29"W
L95
48.31
S45' 02' 38"W
L96
21.85
S74' 14' 21"W
L97
20.60
N85' 10' 53"W
L98
43.65
MY 43' 03"W
L99
31.41
N26' 10' 16"W
L100
69.19
NV 01' 57"W
1-101
27.07
N1' 12' 22"W
L102
93.30
N64' 26' 30"W
L103
37.29
S32' 16' 15"W
L104
30.27
S47' 53' 50"W
L105
21.61
S71' 45' 26"W
L106
13.34
N86' 11' 14"W
L107
18.43
N73' 30' 43"W
L108
43.29
N62' 55' 47"W
L109
75.75
N6T 18' 0111W
L110
104.76
N6T 02' 22"W
L111
28.90
N65' 40' 19"W
L112
j 30.85
N72' 00' 24"W
L113
24.57
N70' 31' 27"W
L114
19.87
N80' 46' 18"W
L115
10.07
N40' 36' 45"W
L116
19.80
N52' 38' 08"W
L117
19.99
N53' 27' 15"W
L118
13.03
N26' 13' 02"W
L119
57.64
N60' 54' 26"W
L120
65.75
N61' 50' 24"W
L121
61.66
N62' 25' 43"W
L122
113.63
N62' 04' 56"W
L123
70.00
N61' 43' 52"W
L124
67.26
N61' 53' 53"W
L125
147.65
N62' 10' 20"W
L126
99.27
N66' 22' 34"W
L127
58.24
N83' 55' 05"W
L128
27.65
S75' 06' 25"W
L129
34.45
S39' 48' 59"W
L130
25.11
S24' 49' 24"W
L131
102.92
S27' 47' 20"W
L132
141.96
S17' 23' 28"W
L133
94.40
S2W 45' 43"W
L134
186.00
S51' 49' 52"W
L135
70.36
S75' 42' 26"W
L136
82.35
NY 36' 38"E
L137
35.98
N80' 12' 35"W
L138
120.26
N63' 43' 33"W
L139
78.98
S75' 48' 45"W
L140
80.84
S84' 17' 35"W
L141
110.58
N61' 18' 44"W
L142
57.36
N14' 29' 34"W
L143
44.46
NT 20' 31 "E
L144
1 70,37
N35' 12' 06"W
L145
87.90
NO' 59' 45"W
L146
121.07
N30' 37' 34"E
LINE TABLE
LINE #
LENGTH
BEARING
L147
291.45
N39' 45' 43"E
L148
169.43
N11' 59' 31"E
L149
758.69
N35' 04' 36"E
L150
54.72
N22' 38' 28"E
L151
55.05
N17' 14' WE
L152
37,65
N9' 43' 49"E
L153
69.55
N5' 14' S6"E
L154
69.55
NO' 00' 25"E
L155
14.79
S85' 58' 32"W
L156
27.04
S3T 54' 34"W
L157
106.69
S88' 19' 17"W
L158
64.88
N79' 38' 34"W
L159
86.69
N69' 05' 52"W
L160
58.03
N4' 38' 23"W
L161
136.36
N4' 08' 55"E
L162
127.19
N14' 27' 56"E
L163
94.06
MY 19' 13"W
1-164 j
48,03
N44' 34' 36"E
1-165
16.08
S76' 38' 49"E
L166
54.40
N17' 52' 32"E
L167
181.62
S74' 04' 56"E
L168
68.80
N78' 54' 26"E
L169
46.55
S58' 56' 1B"E
L170
34.91
N33' 33' 13"E
L171
15.57
S84' 12' 43"E
L172
39.50
S74' 49' 13"E
L173
22.76
N83' 07' 58"E
L174
36.51
N73' 03' 35"E
L175
46.44
N31' 05' 34"E
L176
26.00
N4T 53' 24"E
L177
65.68
N63' 18' 41"E
L178
34.59
N69' 05' 47"E
L179
43,85
N35' 17' 59"E
L180
73.51
N39' 50' 33"E
L181
75.11
N72' 00' 54"E
L182
94.66
N79' 57' 52"E
L183
103.44
S30' 09' 11"E
L184
49.74
S4' 39' 13"W
L185
74.73
S18' 41' 51 "E
L186
69.79
S20' 49' WE
L187
72.88
S20' 38' 11"E
L188
66,23
SY 01' 16"W
L189
58.60
S18' 48' 41"W
L190
69.06
S19' 08' 25"W
L191
24.65
S23' 20' 35"E
L192
16.87
S54' 38' 46"E
L193
58.68
N46' 37' 44"E
L194
91,02
S45' 00' 38"E
L195
61.61
S43' 41' 04"W
L196
26.67
S18' 26' 21"E
L197
56.88
S4T 51' 30"E
L198
43.24
S35' 49' 18"E
L199
66.58
S81' 25' 29"E
L200
30.82
SY 47' 06"W
LZO1
24.58
S73' 12' 35"E
L202
27,25
S6' 33' 05'W
L203
26.40
S27' 00' 13"W
L204
58.67
S41' 15' 43"W
L205
18.47
S47' 02' 02"W
L206
7.97
S3T 37' 02"W
L207
24.29
N74' 59' 10"W
L208
60.53
S58' 22' 18"W
L209
59.31
N32' 24' 24"W
L210
30.35
N46' 32' 31"W
L211
19.84
S84' 12' 32"W
L212
22.71
S16' 50' 54"W
L213
53.81
SO' 40' 33"W
L214
91,65
N89' 17' 37"W
L215
54.10
NO' 36' 43"W
L216
11.01
N62' 06' 21"W
L217
32.33
N79' 47' 10"W
WET POND DRAINAGE AREA
AT FINAL BUILD OUT.
A = 35.58 ACRES
\-- GROUND LEASE LINE
DRAINAGE AREA 2 = NORTH POND
WET POND DRAINAGE AREA
AT FINAL BUILD OUT.
A = 14.91 ACRES
45.
L47
L46
L49
WET POND DRAINAGE AREA
AT FINAL BUILD OUT.
A = 14.92 ACRES
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L77
L79
L81 IL82
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DRAINAGE ARE 3 =
SOUTH POND
0 30 60 90 120150 300 450
SCALE : 1" = 150'
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PROPOSED FEATURES LEGEND
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04 SPOT ELEVATION +47.80
s t
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TEMPORARY SILT FENCE
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7,1 ;
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EROSION CONTROL BLANKET
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if GROUND LEASE LINE
e,i NOTE
,� I ` Nil,
1. THE CONTRACTOR SHALL OVER —EXCAVATE THE
�207 { _ POOL AREA SO THAT THERE IS A MINIMUM OF
' ��' } 1—FT OF FILL BENEATH THE 6—IN OF FREE
` ;1
DRAINING GRANULAR MATERIAL AND POOL
; CONCRETE BASE. THE FILL MATERIAL SHALL BE
� f< fIi J ! ri j et• V- _
f / ;; SAND WITH LESS THAN 15% FINES AND PLACED
AND COMPACTED PER THE GEOTECHNICAL REPORT.
2. UPON COMPLETION OF CONSTRUCTION AND FINAL
e 20 - r r F �. m
STABILIZATION OF THE DRAINAGE AREA TO A
SPECIFIC INDIVIDUAL TEMPORARY SEDIMENT TRAP,
+ `� THE CONTRACTOR SHALL REMOVE ALL UNSTABLE
! I SEDIMENT AT SAID TRAP, GRADE THE AREA TO ITS
r jj� `'' END STATE CONDITION AS SHOWN ON THESE
GRADING PLANS AND STABILIZE THE TEMPORARY
' 1� _ f ,s SEDIMENT TRAP AREA.
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3. REFER TO POOL CONSULTANT DRAWINGS FOR FINAL
' GRADING ABOUT POOL AND POOL DECK.
�.
f
jfJ f 1j ► '�y i ,'�/` 4. THE SUB —CONTRACTOR SHALL COORDINATE WITH
THE ELECTRICAL PROVIDER FOR ALL GRADING AND
GRADE ADJUSTMENT ABOUT ALL ELECTRICAL ITEMS
TO REMAIN. POWER POLES, GUY WIRES, ETC.
F
e
_. ;- - _ / ,Ile ALL SUB —CONTRACTORS SHALL
r CONTACT MISS UTILITY NORTH
;E ,f` '` CAROLINA 811 OR 1-800-632-4949
(www.nc8l I .org) TO REQUEST UTILITY
MARKINGS AND LOCATIONS A MINIMUM
OF TWO (2) BUSINESS DAYS PRIOR
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SHEET 11 OF 70
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LINE TABLE
LINE #
LENGTH
BEARING
LI
42.99
ST 10' 26"W
L2
118.87
SO' 06' 35"W
L3
43.22
S24' 03' WE
L4
38.39
S54' 05' 49"E
L5
12.15
SST 26' 03"E
L6
35.28
N3' 34' 10"E
L7
85.65
S88' 34' WE
L8
28.59
146T 54' 18"E
L9
92.74
NOT 32' 28"E
LIO
51.87
Si• 47' 55"W
1.11
5.54
S68' 13' 47"E
L12
17.60
S33' 12' 33"E
L13
7.35
S69' 41' 07"E
L14
19.29
N6T 26' OO"E
L15
31.24
N7T 09' 57"E
L16
32.18
SOY 38' 04"E
L17
23.09
S70' 05' 50"E
L18
34.17
N80' 58' 14"E
L19
72.51
N68' 57' 39"E
L20
61.01
S21' 31' O6"E
L21
60.63
S70' 24' WE
L22
62.53
S43' 26' 33"W
L23
27.86
S53' 08' 30"W
L24
42.25
S70' 30' 40"W
L25
22.66
S4' 26' 34"W
L26
88.96
S54' 27' 27"W
L27
38.57
N34' 32' 02"W
L28
24.50
N35' 27' 55'W
L29
29.02
N43' 31' 28"W
L30
18.34
N45' 00' 38"W
L31
27.41
N75' 23' 02"W
L32
20.27
S78' 11' 07-W
L33
62.28
50' 46' 25"E
L34
88.52
SOT 54' 57"W
L35
38.35
NO' 47' 27"W
L36
5.03
N5358' 41"W
L37
16.20
S86' 05' 57"W
L38
4.93
NOT 16' 33'W
L39
54.01
SO' 28' 49"E
L40
93.08
NOT 21' 27"W
L41
26.52
S84' 05' 1IN
L42
28.89
S31' 12' 56"W
L43
60.59
ST 43' 30"W
L44
30.56
S27' 08' 59"E
L45
12.25
S89' 16' WE
L46
50.26
S89' 50' 36"E
L47
36.27
MY 56' 19"E
L48
34.41
S67 02' 33"E
L49
29.39
S45' 17' 41"E
L50
30.11
S2T 54' 12"E
L51
26.27
S2T 54' WE
L52
30.88
S4T 30' 53"E
L53
45.14
S76' 57' 51'E
L54
28.77
NOT 39' 54'E
L55
86.83
NOT 51' 39"E
L56
61.91
S78' 29' 07"E
L57
58.66
S11' 43' 05"W
L58
34.68
S1O' 09' 20-W
L59
35.35
S67' 30' 24"E
L60
50.45
SOT 05' 33"E
L61
42.78
SB1' 04' 22"E
L62
16.61
N65' 18' 21"E
L63
80.93
N29' 41' 18"E
L64
94.21
S61' 08' 59"E
L65
26.54
S30' 50' 08"E
L66
90.92
S62' 27' 51"E
L67
45.95
S22' 48' 36"W
L68
20.27
S40' 41' 34"E
L69
34.18
S26' 54' 56"E
L70
27.78
S35' 19' 55"E
L71
108.28
S62' 02' 27"E
L72
23.07
S54' 59' 56"E
L73
18.06
S31' 56' 12"E
LINE TABLE
LINE #
LENGTH
BEARING
L74
25.09
S15' 10' S7"E
L75
33.30
ST 36' 37'W
L76
94.94
S6T 30' 22"E
L77
96.09
S2T 54' 33"W
L78
25.98
S2T 27' 33"W
L79
23.33
S65' 44' 52"W
LBO
16.05
S53' 21' 10"E
1-81
38.31
S9' 27' 31'E
L82
38.85
SW 26' 20"E
L83
39.44
Si3' 37' 09"E
L84
87.41
S29' 37' 58"E
L85
26.98
S6' 19' 54"E
L86
28.63
SIT 02' 46"W
L87
17.84
ST 22' 53'E
L88
48.57
S16' 33' 25"E
L89
33.34
SO' 56' WE
L90
28.68
S6' 29' 16"W
L91
29.35
S29' 48' 55"W
L92
31.54
S65' 27' 13"W
L93
44.98
SOW 09' 25"W
L94
42.11
S59' 13' 29"W
L95
48.31
S45' 02' 38"W
L96
21.85
S74' 14' 21'W
L97
20.60
NOT 10' 53"W
L98
43.65
N63' 43' 03"W
L99
31.41
N26' 10' 16"W
L100
69.19
N4' 01' 57"W
L101
27.07
N1' 12' 22"W
L102
93.30
N64' 26' 30"W
L103
37.29
S3T 16' 15'W
L104
30.27
S4T 53' 50"W
1-105
21.61
S71' 45' 26"W
1-106
13.34
NOV 11' 14"W
L107
18.43
N73' 30' 43"W
L108
43.29
N62' 55' 47"W
L109
75.75
N62' 18' 01"W
1-110
104.76
N62' 02' 22"W
Lt11
28.90
N65' 40' 19"W
L112
30.85
N7T 00' 24"W
1-113
24.57
N70' 31' 27"W
L114
19.87
NOW 46' 18"W
L115
10.07
N40' 36' 45-W
1-116
19.80
N52' 38' 08"W
L117
19.99
N53' 27' 15"W
1-118
13.03
N26' 13' 02"W
L119
57.64
N60' 54' 26"W
L120
65.75
N61' 50' 24"W
L121
61.66
N62' 25' 43"W
L122
113.63
N6T 04' 56"W
L123
70.00
N61' 43' 52"W
L124
67.26
N61' 53' 53"W
L125
147.65
N6T 10' 20"W
L126
99.27
N66' 22' 34"W
L127
58.24
N83' 55' 05"W
L128
27.65
S75' 06' 25"W
L129
34.45
S39' 48' 59"W
L130
25.11
S24' 49' 24"W
L131
102.92
S2T 47' 20"W
L132
141.96
SIT 23' 28"W
L133
94.40
S28' 45' 43"W
L134
186.00
S51' 49' 52"W
1-135
70.36
S75' 42' 26"W
L136
82.35
NY 36' 38'E
L137
35.98
N80' 12' 35'W
L138
120.26
N63' 43' 33"W
LI39
78.98
S75' 48' 45"W
L140
80.84
S84' 17' 35"W
L141
110.58
N61' 18' 44"W
L142
57.36
N14' 29' 34"W
L143
44.46
NT 20' 31 "E
L144
70.37
N35' 12' 06"W
L145
87.90
NO' 59' 45"W
L146
121.07
N30' 37' WE
LINE TABLE
LINE #
LENGTH
BEARING
L147
291.45
N39' 45' 43"E
1-148
169.43
N11' 59' WE
L149
758.69
N35' 04' 36"E
L150
54.72
N2T 38' 28"E
L151
55.05
NIT 14' WE
L152
37.65
N9' 43' 49"E
L153
69.55
1 NT 14' 56"E
L154
69.55
NO' 00' 25"E
L155
14.79
S85' 58' 32"W
L156
27.04
S39' 54' 34"W
L157
106.69
S88' 19' 17"W
L158
64.88
N79' 38' 34"W
L159
86.69
N69' 05' 52"W
L160
58.03
N4' 38' 23"W
LI61
136.36
N4' 08' 55"E
L162
126.92
N21' 29' WE
L163
147.75
NO' 00' 04"E
L164
139.92
N9(r 00' 00"E
L165
67.03
S73' 48' 06"E
L166
68.80
N76' 54' WE
L167
46.55
S5T 56' WE
1-168
34.91
N33' 33' 13"E
LI69
15.57
S84' 12' 43"E
L170
39.50
S74' 49' 13"E
L171
22.76
N83' 07' WE
L172
36.51
N73' 03' 35"E
L173
46.44
N31' 05' 34"E
L174
26.00
N4T 53' 24"E
L175
65.68
MY 18' 41"E
L176
34.59
N69' 05' 47"E
L177
43.85
N35' 17' 59"E
L178
73.51
N39' 50' 33"E
L179
75.11
N7T 00' 54"E
L180
94.66
N79' 57' 52"E
1-181
103.44
SW 09' 11"E
L182
49.74
S4 39' 13"W
L183
74.73
S18' 41' WE
L184
69.79
S20' 49' WE
L185
72.88
S20' 38' 11"E
L186
66.23
SY 01' 16"W
L187
58.60
S18' 48' 41"W
L188
69.06
S19' 08' 25"W
L189
24.65
S23' 20' 35"E
L190
16.87
S54' 38' 46"E
1-191
58.68
N46' 37' WE
L192
91.02
S45' 00' 38"E
L193
61.61
S43' 41' 04"W
L194
26.67
S18' 26' 21"E
L195
56.88
S47' 51' 30"E
1-196
43.24
S35' 49' 18"E
L197
66.58
S81' 25' 29"E
L198
30.82
SY 47' 06"W
L199
24.58
S73' 12' 35"E
L200
27.25
SW 33' 05"W
L201
26.40
S2T 00' 13"W
L202
58.67
S41' 15' 43"W
L203
18.47
S4T 02' 02"W
L204
7.97
S3T 37' 020W
L205
24.29
N74' 59' 10"W
L206
60.53
S58' 22' 18"W
L207
59.31
NST 24' 24"W
L208
30.35
N46' 32' 31"W
L209
19.84
S84' 12' 32"W
L210
22.71
S16' 50' 54"W
L211
53.81
SO' 40' 33"W
L212
91.65
NOT 17' 37"W
L213
54.10
NO' 36' 43"W
L214
11.01
N62' 06' 21"W
L215
32.33
N79' 47' 1O"W
L216
29.61
S70' 53' 05"W
L217
35.00
ST 04' 40-E
DRAINAGE AREA 1 =
EXISTING POND
WET POND DRAINAGE AREAu
AT FINAL BUILD OUT.
A = 35.58 ACRES
\,-
GROUND LEASE UNE
LIO.. �L15
L20
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L17
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L31L
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L26
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L64
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L65
L59
L66
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a " x L61 L62
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18
L68
L70
171,
�c L72
WET POND DRAINAGE AREA
AT FINAL BUILD OUT.
A = 14.92 ACRES
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L80 L81
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Project No: 20130302
Drawn:
Checked:
Approved:
*Scale:
*use graphic scales if sheet size
varies from 22 x 34
SHEET 1 OF 130
EX=1*01
H
X
F
A
C
Eno]

E
1
12
H
F1
E
LINE TABLE
LINE f
LENGTH
BEARING
L1
42.99
S9' 10' 26"W
L2
118.87
SO' 06' 35"W
L3
43.22
S24' 03' 34"E
L4
38.39
S54' 05' 49"E
L5
12.15
S87' 26' WE
L6
35.28
NY 34' 1O"E
L7
85.65
S88' 34' O4"E
L8
28.59
N67' 54' 18"E
L9
92.74
N89' 32' 28"E
L10
51.87
S1' 47' 55"W
L11
5.54
S68' 13' 47"E
L12
17.60
S33' 12' 33"E
L13
7.35
S69' 41' WE
L14
19.29
N62" 26' 00"E
L15
31.24
N72' 09' 57"E
L16
32.18
S83' 38' 04"E
L17
23.09
S70' 05' WE
L18
34.17
N80' 58' 14"E
L19
72.51
N68' 57' 39"E
L20
61.01
S21' 31' 06"E
L21
60.63
S70' 24' 17"E
L22
62.53
S43' 26' 33"W
L23
27.86
S53' 08' 30"W
L24
42.25
S70' 30' 40"W
L25
22.66
S4' 26' 34"W
L26
88.96
S54' 27' 27"W
L27
38.57
N34' 32' 02"W
L28
24.50
N35' 27' 55"W
L29
29.02
MY 31' 28"W
L30
18.34
N45' 00' 38"W
L31
27.41
N75' 23' 02"W
L32
20.27
S7W 11' 07"W
L33
62.28
SO' 46' 25"E
L34
88.52
S89' 54' 57"W
L35
38.35
NO' 47' 27"W
L36
5.03
MY 58' 41 "W
L37
16.20
S86' 05' 57"W
L38
4.93
N89' 16' 33"W
L39
54.01
SO' 28' 49"E
L40
93.08
N89' 21' 27"W
L41
26.52
S84' 05' 11"W
L42
28.89
S31' 12' 56"W
L43
60.59
ST 43' 30"W
L44
30.56
S27 08' 59"E
L45
12.25
S89' 16' 33"E
L46
50.26
S69' 50' 36"E
L47
36.27
S20' 56' 19"E
L48
34.41
S62' 02' 33"E
L49
29.39
S45' 17' 41"E
L50
30.11
S27' 54' 12"E
L51
26.27
S22' 54' 09"E
L52
30.88
S47' 30' 53"E
L53
45.14
S76' 57' 51 "E
L54
28.77
N89' 39' 54"E
L55
86.83
N87 51' 39"E
L56
61.91
S78' 29' 07"E
L57
58.66
S11' 43' 05"W
L58
34.68
S10' 09' 20"W
L59
35.35
S67* 30' 24'E
L60
50.45
SETT 05' WE
L61
42.78
S81' 04' 22"E
L62
16.61
N65' 18' 21"E
L63
80.93
N29' 41' 1B"E
L64
94.21
S61' 08' WE
L65
26.54
S30' 50' WE
L66
90.92
S62' 27' 51 -E
L67
45.95
S2T 48' 36"W
L68
20.27
S40' 41' 34"E
L69
34.18
S26' 54' 56"E
L70
27.78
S35' 19' 55"E
L71
108.28
S62' 02' 27"E
L72
23.07
S54' 59' 56"E
LINE TABLE
LINE J
LENGTH
BEARING
L73
18A6
S31' 56' 12"E
L74
25.09
S15' 10' 57"E
L75
33.30
SY 36' 37"W
L76
94.94
S62' 30' 22"E
L77
96.09
S27' 54' 33"W
L78
25.98
S27' 27' 33"W
L79
23.33
S65' 44' 52"W
LBO
16.05
S53' 21' 14"E
L81
38.31
S9' 27' 31"E
L82
38.85
S8' 26' 20"E
L83
39.44
S13' 37' 09'E
L84
87.41
S29' 37' WE
L85
26.98
S6' 19' 54"E
L86
28.63
S15' 02' 46"W
L87
17.84
S2' 22' 53"E
L88
48.57
S16' 33' 25"E
L89
33.34
ST 56' 15"E
L90
28.68
S6' 29' 16"W
L91
29.35
S29' 48' 55"W
L92
31.54
S65' 2J29"W
L93
44.98
S80' 0
L94
42.11
S59' 1
L95
48.31
S45' 02' 38"W
L96
21.85
S74' 14' 21"W
L97
20.60
N85' 10' 53"W
L98
43.65
MY 43' 03"W
L99
31.41
N26' 10' 16"W
L100
69.19
N4' 01' 57"W
L101
27.07
N1' 12' 22"W
L102
93.30
N64' 26' 30"W
L103
37.29
S32' 16' 15"W
L104
30.27
S47 53' 50"W
L105
21.61
S71' 45' 26"W
L106
13.34
N86' 11' 14"W
L107
18.43
N73' 30' 43"W
L108
43.29
N62' 55' 47"W
L109
75.75
N62' 18' 01"W
L110
104.76
N62' 02' 22"W
L111
28.90
N65' 40' 19"W
L112
30.85
N72' 00' 24"W
L113
24.57
N70' 31' 27"W
L114
19.87
N80' 46' 18"W
L115
10.07
N40' 36' 45"W
L116
19.80
N52' 38' 08"W
L117
19.99
N53' 27' 15"W
L118
13.03
N26' 13' 02"W
L119
57.64
N6O' 54' 26"W
L120
65.75
N61' 50' 24"W
L121
61.66
N62' 25' 43"W
L122
113.63
N62' 04' 56"W
L123
70.00
N61' 43' 52'W
L124
67.26
N61' 53' 53"W
L125
147.65
N62' 10' 20"W
L126
99.27
N66' 22' 34"W
L127
58.24
N83' 55' 05"W
L128
27.65
S75' 06' 25"W
L129
34.45
S39' 48' 59"W
L130
25.11
S24' 49' 24"W
L131
102.92
S2T 47' 20"W
L132
141.96
S17' 23' 28"W
L133
94.40
S28' 45' 43"W
L134
186.00
S51' 49' 52"W
L135
70.36
S75' 42' 26"W
L136
82.35
NY 36' 38"E
L137
35.98
N80' 12' 35"W
L138
120.26
N63' 43' 33"W
L139
78.98
S75' 48' 45"W
L140
80.84
S84' 17' 35"W
L141
110.58
N61' 18' 44"W
L142
57.36
N14' 29' 34"W
L143
44.46
NT 20' 31 "E
L144
70.37
N35' 12' O6"W
LINE TABLE
LINE #
LENGTH
SEARING
L145
87.90
NO' 59' 45"W
L146
121.07
N30' 37' 34"E
L147
291.45
N39' 45' 43"E
L148
169.43
N11' 59' 31"E
L149
758.69
N35' 04' 36"E
L150
54.72
N22' 38' 28"E
L151
55.05
N17' 14' 05"E
L152
37.65
N9' 43' 49"E
L153
69.55
NY 14' 56"E
L154
59.57
NO' 00' 25"E
L155
44.98
N7' 31' 33"W
L156
37.27
N9' 04' 19"W
L157
56.31
N8' 46' 39"W
L158
72.45
N1' 18' 20"W
L159
51.36
N40' 42' 33"E
L160
29.4B
N1' 29' 33"W
L161
24.77
N8' 12' 46"E
L162
37-06
N25' 53' 36"E
L163
36.31
N26' 15' 33"E
L164
70.42
N17' 13' 00"E
L165
25.56
N29' 11' 27'E
L166
34.91
N33' 33' 13"E
L167
15.57
S84' 12' 43"E
L168
39.50
S74' 49' 13"E
L169
22.76
N83' 07' WE
L170
36.51
N73' 03' 35"E
L171
46.44
N31' 05' 34"E
L172
26.00
N42' 53' 24"E
L173
65.68
N63' 18' 41"E
L174
34.59
N69' 05' 47"E
L175
43.85
N35' 17' 59"E
L176
73.51
N39' 50' 33"E
L177
75.11
N72' 00' 54"E
L178
94.66
N79' 57' 52"E
L179
103.44
S30' 09' 11"E
L180
49.74
S4' 39' 13"W
L181
74.73
S18' 41' 51"E
L182
69.79
S20' 49' 01"E
L183
72.88
S20' 38' 11"E
L184
66.23
SY 01' 16"W
L185
58.60
S18' 48' 41"W
L186
69.06
S19' 08' 25"W
L187
24.65
S23' 20' 35"E
L188
16.87
S54' 38' 46"E
L189
58.68
N46' 37' 44"E
L190
91.02
S45' 00' 38"E
L191
61.61
S43' 41' 04"W
L192
26.67
S18' 26' 21 "E
L193
56.88
S47' 51' 30"E
L194
43.24
S35' 49' 18"E
L195
66.58
S81' 25' 29"E
L196
30.82
SY 47' 06"W
L197
24.5E
S73' 12' 35"E
L198
27.25
ST 33' 05"W
L199
26.40
S27' 00' 13"W
L200
58.67
S41' 15' 43"W
L201
1B.47
S47' 02' 02"W
L202
7.97
S32' 37' 02"W
L203
24.29
N74' 59' 10"W
L204
60.53
S58' 22' 18"W
L205
59.31
N3T 24' 24"W
L206
30.35
N46' 32' 31"W
L207
19.84
S84' 12' 32"W
L208
22.71
S16' 50' 54"W
L209
53.81
SO' 40' 33"W
L210
91.65
N89' 17' 37"W
L211
54.10
NO' 36' 43"W
L212
11.01
N62' 06' 21"W
L213
32.33
N79' 47' 10"W
L214
29.61
S70' 53' 05"W
L215
35.00
S2' 04' 40"E
DRAINAGE AREA 1 =
EXISTING POND
WET POND DRAINAGE AREA
AT FINAL BUILD OUT.
A = 35.58 ACRES
L141
�..,` .000lool000000ll
GROUND LEASE LINE
L178
LIT
L176
,...1175
f
DRAINAGE AREA 2 = NORTH POND
WET POND DRAINAGE AREA
AT FINAL BUILD OUT.
A = 11.72 ACRES
WET POND DRAINAGE AREA
AT FINAL BUILD OUT.
A = 14.92 ACRES
i
172 \�\
L74
L76
1 1
'L77 `
1
L79 1
L81 I-L82
1
1� �.26/a
315
DRAINAGE ARE 3 =
SOUTH POND
0 30 60 90 120150 300 450
SCALE : 1 " = 150'
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LITTLEJOHN ENGINEERING ASSOCIATES
ENGINEERING - PLANNING - LANDSCAPE ARCHITECTURE- LAND SURVEYING
1935 Twenty -First Avenue South Nashville, Tennessee 37212 Phone [phone]
CAMP
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LEJEUNE
CAROLINA
CIVIL SITE DESIGN
NOX LANDING
136 NEW HOMES
OCTOBER 21, 2013
PERMIT SUBMITTAL
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Th()Ma J. Davis
No. 2901
BEN D LL-1-6rA E,, LLB.
1801 WEST END AVENUE, SUITE 1700
Nashville, Tennessee 37203
Phone: [phone] Fax: [phone]
SITE MAP
PREPARED FOR:
Lend Lease
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"OWNER:
ATLANTIC MARINE CORPS
COMMUNITIES, LLC
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CIVIL ENGINEERING
DESIGN TEAM:
SITE/CIVIL DESIGN
LITTLEJOHN ENGINEERING ASSOCIATES
1935 TWENTY-FIRST AVENUE SOUTH
NASHVILLE, TN 37212
PHONE: [phone]
FAX: [phone]
PROJECT MANAGER: THOMAS 1. DAVIS, P.E.
LAND PLANNER/LANDSCAPE ARCHITECT
EDSA
INNER HARBOR CENTER
400 E. PRATT STREET, SUITE 902
BALTIMORE, MD 21202
PHONE: [phone]
FAX: [phone]
PROJECT MANAGER: CRAIG A. STONER, ASLA
LEGEND
EXISTING FEATURES LEGEND
WATER VALVE
CLEAN OUT
FIRE HYDRANT
STORM DRAIN
SANITARY SEWER MAHNOLE
UTIU'IY POLE
SPOT ELEVATION
REINFORCED CONCRETE PIPE
VENTRIFIED CLAY PIPE
END OF INFORMATION
WATER VALVE
POWER POLE
LIGHT POLE
TELEPHONE PEDESTAL
FENCE
OVERHEAD POWER LINE
SANITARY SEWER
STORM DRAIN
WATER LINE
RECORD WATER LINE
.
TELEPHONE LINE
...
ELECTRIC LINE
UNKNOWN UTILITY LINE
FORCE MAIN LINE
E
CRAPE
TREE
MISCELLANEOUS
HARDWOODS)
PINE TREE
DOGWOOD TREE
OAK TREE
~n CHERRY TREE
MAGNOLIA TREE
NOTE:
NEW HOMES SHOWN WITH L�
INDICATE HANDICAP ACCESSIBLE
HOMES.
DRAWING INDEX
CIVIL DRAWINGS
SHEET # TITLE
GI-0.00
COVER SHEET
GI-0.01
SHEET INDEX
GI-0.02
GENERAL NOTES
CD- 1.01
OVERALL SITE DEMOLITION PLAN
CD-4.01
DETAILED SITE DEMOLITION
CD-4.02
DETAILED SITE DEMOLITION
CD-4.03
DETAILED SITE DEMOLITION
CD-4.04
DETAILED SITE DEMOLITION
CD-4.05
DETAILED SITE DEMOLITION
CD-4.06
DETAILED SITE DEMOLITION
CD-4.07
DETAILED SITE DEMOLITION
CS- 1.01
OVERALL SITE LAYOUT
CS- 1.02
COORDINATE BUILDING PAD PLAN
CS-1.03
COORDINATE BUILDING PLAN
CS-1.04
ROADWAY CENTERLINE LAYOUT
CS-4.01
DETAILED SITE LAYOUT
CS-4.02
DETAILED SITE LAYOUT
CS-4.03
DETAILED SITE LAYOUT
CS-4.04
DETAILED SITE LAYOUT
CS-4.05
DETAILED SITE LAYOUT
CS-4.06
DETAILED SITE LAYOUT
CS-4.07
DETAILED SITE LAYOUT
CG-1.01
SEDIMENT AND EROSION CONTROL PLAN
CG-1.02
OVERALL GRADING PLAN
CG- 1.03
OVERALL STORM DRAINAGE
CG-4.01
DETAILED GRADING PLAN
CG-4.02
DETAILED GRADING PLAN
CG-4.03
DETAILED GRADING PLAN
CG-4.04
DETAILED GRADING PLAN
CG-4.05
DETAILED GRADING PLAN
CG-4.06
DETAILED GRADING PLAN
CG-4.07
DETAILED GRADING PLAN
CG-4.08
DETAILED STORM DRAINAGE PLAN
CG-4.09
DETAILED STORM DRAINAGE PLAN
CG-4.10
DETAILED STORM DRAINAGE PLAN
CG-4.1 I
DETAILED STORM DRAINAGE PLAN
CG-4.12
DETAILED STORM DRAINAGE PLAN
CG-4.13
DETAILED STORM DRAINAGE PLAN
CG-4.14
DETAILED STORM DRAINAGE PLAN
CG-4.15
STORM DRAINAGE PROFILES
CG-4.16
STORM DRAINAGE PROFILES
CG-4.17
STORM DRAINAGE PROFILES
CG-4.18
STORM DRAINAGE PROFILES
CG-4.19
STORM DRAINAGE PROFILES
CC-4.20
STORM DRAINAGE PROFILES
CIVIL DRAWINGS (cont.)
SHEET # TITLE
CP-4.01
ROAD "A" PLAN & PROFILE
CP-4.02
ROAD "A" PLAN & PROFILE
CP-4.03
ROAD "B" PLAN & PROFILE
CP-4.04
ROAD "C" PLAN & PROFILE
CP-4.05
ROAD "D" PLAN & PROFILE
CP-4.06
ROAD "E" PLAN & PROFILE
CP-4.07
ROAD "E" PLAN & PROFILE
CPw4.08
ROAD "F" PLAN & PROFILE
CP-4.09
ROAD "F" PLAN & PROFILE
CP-4.10
ROAD "G" PLAN & PROFILE
CP-4.11
ROAD "G" PLAN & PROFILE
CU- 1.01
OVERALL UTILITY LAYOUT PLAN
CU- 1.02
SANITARY SEWER PLAN & PROFILE INDEX
CU-4.01
DETAILED SITE UTILITIES
CUw4.02
DETAILED SITE UTILITIES
CUw4.03
DETAILED SITE UTILITIES
CU-4.04
DETAILED SITE UTILITIES
CU-4.05
DETAILED SITE UTILITIES
CU-4.06
DETAILED SITE UTILITIES
CU-4.07
DETAILED SITE UTILITIES
CU-4.08
SANITARY SEWER LINE "A" PLAN & PROFILE
CU-4.09
SANITARY SEWER LINE "A"PLAN & PROFILE
CU-4.10
SANITARY SEWER LINE "B" PLAN & PROFILE
CU-4.1 1
SANITARY SEWER LINE "F" PLAN & PROFILE
CU-4.12
SANITARY SEWER LINE "F" PLAN & PROFILE
CU-4.13
SANITARY SEWER LINE "G" PLAN & PROFILE
CU-4.14
SANITARY SEWER LINE "H" PLAN & PROFILE
CU-4.15
SANITARY SEWER LINE "J" PLAN & PROFILE
CU-4.16
;SANITARY SEWER LINE "K" PLAN & PROFILE
CU-4.17
SANITARY SEWER LINE "L" PLAN & PROFILE
CU-4.18
SANITARY SEWER LINE "M" PLAN & PROFILE
CU-4.19
SANITARY SEWER LINE "N" PLAN & PROFILE
CU-4.20
SANITARY SEWER LINE "CC -A" PLAN & PROFILE
C-5.01
SITE DETAILS
C-5.02
SITE DETAILS
C-5.03
SITE DETAILS
C-5.04
SITE DETAILS
CW5.05
SEDIMENT AND EROSION CONTROL DETAILS
C-5.06
SEDIMENT AND EROSION CONTROL DETAILS
C-5.07
BUILDING SECTIONS
C-5.08
POND SECTIONS - NORTH POND
C-5.09
POND SECTIONS - SOUTH POND
LANDSCAPE DRAWINGS
SHEET # TITLE
L0.00
SHEET LAYOUT PLAN
L1.00
SITE LAYOUT PLAN
L1.01
SITE LAYOUT PLAN
L1.02
SITE LAYOUT PLAN
L1.03
SITE LAYOUT PLAN
L1.04
SITE LAYOUT PLAN
L1.05
SITE' LAYOUT PLAN
L1.06
SITE LAYOUT PLAN
L1.07
SITE LAYOUT PLAN
L2.00
PLANT SCHEDULE & NOTES
L2.01
LAN DSCAPE PLAN
L2.02
LANDSCAPE PLAN
L2.03
LANDSCAPE PLAN
L2.04
LANDSCAPE PLAN
L2.05
LAN DSCAPE PLAN
L2.06
LANDSCAPE PLAN
L2.07
LANDSCAPE PLAN
L3.01
PLAYGROUND # 3 & 4 LAYOUT ENLARGEMENT PLAN
L3.02
PLAYGROUND # 3 & 4 LANDSCAPE ENLARGEMENT PLAN
L3.03
PLAYGROUND # 5 LAYOUT ENLARGEMENT PLAN
L3.04
PLAYGk()UND # 5 LANDSCAPE ENLARGEMENT PLAN
L3.05
PLAYGROUND # 6 LAYOUT ENLARGEMENT PLAN
L3.06
PLAYGROUND # 6 LANDSCAPE ENLARGEMENT PLAN
L3.07
BOARDWALK RIVER TRAIL 1_,-�NDSCAPE ENLARGEMENT PLAN
L3.08
BASKS 114ALL COURT ENLARG ME.NT PLAN
L4.00
UNIT BREAKDOWN
L4.0I
UNIT LANDSCAPE PLAN B`I, 1 U7A
L4.02
UNIT LANDSCAPE PLAN BT 107A & BT 107B
L4.03
UNIT LANDSCAPE PLAN BT 107B
L4.04
UN IT LA.N DSCAPE PLAN BT 107 ..°
L4.05
UNIT LANDSCAPE PLAN BT 107C
L4.06
UN IT LANDSCAPE PLAN BT 109
L4.07
UNIT LANDSCAPE PLAN BT [09
L4.08
UNIT LANDSCAPE PLAN B,r I 1 I & BT 112
L4.09
UNIT FENCE PLAN BT 107 & BT 109
L4.10
UNIT F NC'E PLAN BT I I I & BT 11?
L4.11
STREE'TS`'APE MODEL
L5.01
PLANTING DETAILS
L5.02
SITE DETAILS
L5.03
POS"I'AL PAVILION DETAILS
L5.04
BUS SHELTER DETAILS
L5.05
BOARDWALK DETAILS
L5.06
r
FENCE: DETAILS
L5.07
PLAYGROUND DETAILS '; C ESC 1°,','13
O,
L5.08
PLAYGROUND DETAILS `�'a`�, Th°a' ails
No.2901
S1.00
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STRUCTURAL DETAILS
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SHEET- 02 OF 131
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DEMOLITION NOTES:
1. THE CONTRACTOR SHALL CONFORM TO LOCAL CODES, OBTAIN ALL PERMITS AND GIVE ALL NOTICES
REQUIRED FOR EXECUTION OF THE WORK.
2. ALL MATERIALS BEING REMOVED AND NOT RELOCATED UNDER THE NEW CONSTRUCTION, INCLUDING TREES
AND SHRUBS, SIGNS, UTILITY STRUCTURES, ETC., SHALL BE FIRST OFFERED TO THE OWNER AND IF NOT
ACCEPTED SHALL THEN BE PROPERLY DISPOSED OF BY THE CONTRACTOR.
3. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL CHARTED AND UNCHARTED UTILITIES. TAKE CARE TO
PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO LOCAL STANDARDS AND AT THE
CONTRACTOR'S EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY PROVIDER.
4. THE CONTRACTOR SHALL VERIFY THE LIMITS OF DEMOLITION WITH THE OWNER PRIOR TO COMMENCEMENT OF
WORK.
5. IN AREAS WHERE EXISTING PAVEMENT, WALKS, OR CURBS ARE TO BE REMOVED, SAW CUT TO PROVIDE A
CLEAN EDGE. COORDINATE EXTENT OF PAVEMENT DEMOLITION WITH THE LIMIT OF NEW IMPROVEMENTS ON THE
SITE LAYOUT PLAN.
6. THE CONTRACTOR SHALL COORDINATE PHASING OF THE DEMOLITION WITH THE OWNER, AND MCB CAMP
LEJEUNE DEPARTMENT OF PUBLIC WORKS, AS APPROPRIATE, PRIOR TO BEGINNING WORK. DISRUPTION OF
EXISTING UTILITY SERVICES AND TRAFFIC PATTERNS SHALL BE MINIMIZED TO THE EXTENT POSSIBLE AND INITIATED
ONLY AFTER APPROVAL BY THE MCB CAMP LEJEUNE, DEPARTMENT OF PUBLIC WORKS AND THE UTILITY
PROVIDERS. THE CONTRACTOR SHALL PREPARE A PLAN FOR APPROVAL BY THE OWNER INDICATING HOW ALL
UTILITIES ARE TO BE DISCONNECTED AND/OR RECONNECTED INCLUDING POINTS OF CONNECTION, AFFECTED
AREAS, LENGTH OF DISRUPTION, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH ALL
UTILITY PROVIDERS AS REQUIRED.
7. CAVITIES LEFT BY STRUCTURE REMOVAL SHALL BE SUITABLY BACKFILLED AND COMPACTED IN ACCORDANCE
WITH THESE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE OWNER'S GEOTECHNICAL ENGINEER'S
RECOMMENDATION.
8. THE CONTRACTOR SHALL USE WATER SPRINKLING AND OTHER SUITABLE METHODS AS NECESSARY TO
CONTROL DUST AND DIRT CAUSED BY THE DEMOLITION WORK.
9. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND REMOVAL NECESSARY TO ACCOMPLISH THE
PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
10. AN APPROXIMATE AREA HAS BEEN IDENTIFIED WHERE EXISTING UTILITIES CONTAIN ASBESTOS MATERIAL.
REMOVAL OF ASBESTOS CONTAINING MATERIAL SHALL BE COMPLETED PER THE SPECIFICATIONS. THE CONTRACTOR
SHALL NOTIFY THE OWNER IF ANY ADDITIONAL SUSPECT PIPE MATERIAL CONTAINING ASBESTOS IS ENCOUNTERED
DURING THE DEMOLITION WORK.
11. THE CONTRACTOR SHALL PRESERVE AND PROTECT SURVEY CONTROL POINTS AND TEMPORARY BENCH MARKS
AND SHALL BE RESPONSIBLE FOR RESETTING ANY DISTURBED CONTROL POINTS OR BENCH MARKS BY A
LICENSED SURVEYOR AT NO ADDITIONAL COS
T TO THE OWNER. THE CONTRACTOR SHALL CROSS-CHECK THESE
SURVEY CONTROL POINTS AND TEMPORARY BENCH MARKS AND MAINTAIN THEM AS LONG AS POSSIBLE.
12. EXISTING LIGHT STANDARDS BEING REMOVED SHALL BE FIRST OFFERED TO THE OWNER PRIOR TO DISPOSING
OF THEM. COORDINATE LIGHTING DEMOLITION AND LAYOUT WITH THE ELECTRIC PROVIDER.
13. RELOCATION OF EXISTING PLANT MATERIALS SHALL BE COORDINATED WITH THE OWNER AND RELOCATED TO A
DESIGNATED AREA ON SITE.
14. EXISTING TREES TO BE PRESERVED ARE TO BE BARRICADED BEFORE BEGINNING CONSTRUCTION, IN
ACCORDANCE WITH THESE PLANS, DETAIL NOTES AND DETAIL.
15. NO UTILITY OR STORM SEWER LINES SHALL BE DEMOLISHED OR DISRUPTED UNTIL THE NEW LINES HAVE
BEEN INSTALLED AND ARE PLACED INTO OPERATION.
16 THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTING NEW
UTILITY LINES AND/OR DEMOLISHING EXISTING UTILITY LINES.
17. SELECTIVE CLEARING CONSISTING OF REMOVAL OF VINES, SAPLINGS UNDER 1" DIAMETER AND UNDERBRUSH
SHALL BE PERFORMED IN TREE PRESERVATION AREAS INTERNAL TO THE PROJECT. REFER TO THE TREE
PROTECTION NOTES FOR ADDITIONAL REQUIREMENTS.
18. WHERE WATER LINE AND SEWER LINE ABANDONMENT IS SHOWN ON THE DRAWINGS, THE CONTRACTOR MAY
ABANDON WATER LINES AND SEWER LINES IN PLACE EXCEPT IN LOCATIONS WHERE A PROPOSED BUILDING UNIT
WILL BE CONSTRUCTED OVER OR WITHIN 10-FT HORIZONTALLY OF SAID EXISTING LINES. ALL EXISTING UTILITY
AND STORM LINES LOCATED UNDER PROPOSED BUILDING UNITS SHALL BE COMPLETELY REMOVED. ALL WATER
AND SEWER LINES, 4" OR GREATER IN DIAMETER, BEING ABANDONED IN PLACE SHALL HAVE ALL ENDS
PERMANENTLY CLOSED USING CONCRETE PLUGS AND COMPLETELY FILLED WITH FLOWABLE FILL OR GROUT.
GENERAL NOTES:
1. THE SITE LAYOUT IS BASED ON REFERENCE POINTS AS NOTED. HORIZONTAL DATUM IS NC GRID NAD 83,
VERTICAL DATUM IS NGVD 29. COORDINATES ARE NORTH CAROLINA STATE PLANE COORDINATES, GIVEN IN FEET.
2. THE CONTRACTOR IS TO CHECK ALL EXISTING CONDITIONS, (i.e. GRADES, STORM DRAINAGE INVERTS, UTILITY
INVERTS, UTIUTY ROUTINGS, UTILITY CROSSINGS, PIPE MATERIAL, SIZES AND DIMENSIONS, ETC.) IN THE FIELD
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES
TO THE OWNER IMMEDIATELY.
3. THE CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. TAKE CARE TO PROTECT
UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO LOCAL STANDARDS AND AT THE
CONTRACTOR'S EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY PROVIDER.
4. THE CONTRACTOR SHALL CONFORM TO ALL CODES LISTED IN THE SPECIFICATIONS AND RECEIVE APPROVAL
WHERE NECESSARY BEFORE CONSTRUCTION.
5. WHEREVER UTILITY INSTALLATION REQUIRE REMOVAL OF EXISTING PAVEMENT, PAVEMENT SHALL BE SAWCUT
AND REPAIRED TO ITS PREVIOUS CONDITION AS REQUIRED BY MCBCLDPW.
6. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. SLIGHT FIELD
ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY.
7. DIMENSIONS ARE TO EDGE OF PAVEMENT AND/OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED.
8. CONCRETE FOR DRIVEWAYS AND SIDEWALKS SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND
SPECIFICATIONS.
9. ANY WORK UNACCEPTABLE TO THE OWNER OR TO THE LOCAL GOVERNING AUTHORITY SHALL BE REPAIRED
OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.
10. HANDICAP RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1:12 AND MEET THE REQUIREMENTS OF THE
AMERICANS WITH DISABILITIES ACT (ADA) AND UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS).
11. THE PROPOSED BUILDINGS SHALL BE LAID OUT UTILIZING THE CONTROL POINTS AND THE ARCHITECTURAL
DRAWINGS. DIMENSIONS SHOWN TO THE PROPOSED BUILDING ARE CALCULATED TO THE FACE OF EXTERIOR WALL.
SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS.
12, THE CONTRACTOR SHALL PAVE IN THE DIRECTION OF TRAFFIC.
13. THE CONTRACTOR SHALL COLD PLANE IN THE DIRECTION OF TRAFFIC.
14. THE CONTRACTOR WILL BE REQUIRED TO ADJUST GRADES AT INTERSECTING STREETS, ALLEYS, PUBLIC
ENTRANCES AND PRIVATE DRIVES TO PROVIDE A SMOOTH ROADWAY TRANSITION OR AS DIRECTED BY THE OWNER.
15. ALL ROADWAY AND SIDEWALK CONSTRUCTION SHALL CONFORM TO THE FINAL APPROVED SPECIFICATIONS.
16. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO THE FINAL APPROVED SPECIFICATIONS.
17. ALL PAVEMENT MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE FINAL APPROVED SPECIFICATIONS.
18. ANY AND ALL REFERENCES IN THESE PLANS AND SPECIFICATIONS (CONSTRUCTION DOCUMENTS) TO BRANDED
PRODUCTS, PROCEDURES OR PATENTED PROCESSES ARE ASSUMED TO CARRY AN IMPLIED STATEMENT OF "OR
APPROVED EQUAL" UNLESS SPECIFICALLY NOTED OTHERWISE WITH "NO SUBSTITUTIONS PERMITTED'.
19. THE CIVIL SITE CONSTRUCTION SHALL BE IN ACCORDANCE WITH BOTH THE DRAWINGS LISTED
ON GI--0.01
AND THE CIVIL KNOX LANDING DIVISION II SPECIFICATIONS. MORE RESTRICTIVE SPECIFICATIONS FROM EITHER
SOURCE SHALL SUPERSEDE THE LESS RESTRICTIVE SPECIFICATIONS.
20. THE APPROXIMATE LOCATION OF WETLANDS SHOWN ON THESE CONSTRUCTION DRAWINGS WERE TAKEN FROM
IMAGES AND INFORMATION PROVIDED BY THE LAND & WILDLIFE RESOURCES SECTION AT CAMP LEJEUNE AND
MADE TO "BEST -FIT" OVER THE SURVEY.
SITE GRADING & EROSION CONTROL NOTES:
1. THE DISTURBED AREA FOR THIS PROJECT IS APPROXIMATELY 47 ACRES.
2. THE CONTRACTOR SHALL CONSTRUCT PERIMETER SILT BARRIERS AND SEDIMENT TRAPS BEFORE
BEGINNING LAND DISTURBANCE OPERATIONS IN ACCORDANCE WITH APPROVED STORM WATER
POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL PROVIDE ALL SILT FENCES,
BERMS, CHECK DAMS, CONSTRUCTION ENTRANCES, ETC. AS REQUIRED BY THE SWPPP. ALL
SEDIMENT AND EROSION CONTROL MEASURES ARE SUBJECT TO BASE ENVIRONMENTAL DEPTARTMENT.
INSPECTIONS AND ANY CORRECTIONS REQUIRED AS A REQUEST SHALL BE IMPLEMENTED
IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER. ADDITIONAL SEDIMENT AND EROSION
CONTROL NOTES ARE PROVIDED ON SHEET C-5.05.
3. THE GRADING CONTRNI M AND ALL OTHER CONTRACTORS MUST READ AND SIGN THE LATEST
COPY OF THE STORM WATER POLLUTION PREVENTION PLAN BEFORE LAND DISTURBANCE ACTIVITIM
WHICH WILL BE KEPT BY THE OWNER.
4. MULCH AND SEED ALL DISTURBED AREAS WITHIN 21 DAYS OF COMPLETING FINAL GRADING.
THE CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL
STABILIZATION.
5. THE CONTRACTOR SHALL REMOVE; BUILT UP SEDIMENT FROM ALL DRAINAGE STRUCTURES,
PIPES AND SWALES BEFORE ACCEPTANCE BY THE OWNER.
6. THE CONTRACTOR SHALL CLEAN SILT BARRIERS AND SEDIMENT TRAPS WHEN THEY ARE
APPROXIMATELY 50% FILLED WITH SEDIMENT OR AS DIRECTED BY THE OWNER. SILT BARRIERS
SHALL BE REPLACED AS EFFECTIVENESS IS SIGNIFICANTLY REDUCED, OR AS DIRECTED BY THE
OWNER.
7. THE CONTRACTOR SHALL REMOVE THE TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES
ONLY AFTER A SOLID STAND OF GRASS HAS BEEN ESTABLISHED ON DISTURBED AREAS AND WHEN
IN THE OPINION OF THE OWNER, THEY ARE NO LONGER NEEDED. A SOLID STAND OF GRASS SHALL
BE DEFINED AS A HEALTHY, UNIFORM, CLOSE STAND OF GRASS, FREE OF WEEDS AND SURFACE
IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQUARE FEET AND BARE SPOTS
NOT EXCEEDING 5 BY 5 INCHES.
8. PROVIDE TEMPORARY CONSTRUCTION ACCESS(ES) AT THE POINT(S) WHERE CONSTRUCTION
VEHICLES EXIT THE CONSTRUCTION AREA IN ACCORDANCE WITH THE APPROVED SWPPP. MAINTAIN
ROADWAYS FREE OF TRACKED MUD AND DIRT.
9. THE CONTRACTOR SHALL CHECK ALL EXISTING GRADES AND DIMENSIONS IN THE FIELD PRIOR
TO BEGINNING WORK AND REPORT ANY DISCREPANCIES TO THE OWNER.
10. THE CONTRACTOR SHALL COMPLY WITH ALL LEND LEASE GLOBAL MINIMUM REQUIREMENTS AND
ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT PREVENTION AND CONSTRUCTION ISSUED
BY AGC OF AMERICA, INC. AND THE SAFETY AND HEALTH REGULATIONS OF CONSTRUCTION ISSUED
BY THE U.S. DEPARTMENT OF LABOR.
11. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS ARE THE RESULT OF AN ENGINEERED
GRADING DESIGN AND REFLECT A PLANNED INTENT WITH REGARD TO DRAINAGE AND MOVEMENT OF
SOIL. SHOULD THE CONTRACTOR HAVE ANY QUESTION OF THE INTENT OR ANY PROBLEM WITH THE
CONTINUITY OF GRADES, THE OWNER SHALL BE CONTACTED IMMEDIATELY. ANY CHANGES TO
DESIGNED GRADES/ELEVATIONS SHALL ONLY BE MADE WITH PRIOR WRITTEN APPROVAL OF THE
OWNER.
12. ALL CUT AND FILL SLOPES SHALL BE 3 HORIZONTAL TO 1 VERTICAL OR FLATTER UNLESS
OTHERWISE INDICATED ON THE PLANS.
13. MINIMUM TANGENT GRADE ON ASPHALT OR CONCRETE PAVING SHALL BE 1.0% UNLESS STATED
OTHERWISE.
14. CONTRACTOR SHALL CONFORM TO ALL APPLICABLE CODES AND OBTAIN APPROVAL AS
NECESSARY BEFORE BEGINNING CONSTRUCTION.
15. ALL EARTHWORK, INCLUDING THE EXCAVATED SUBGRADE AND EACH LAYER OF FILL, SHALL BE
MONITORED AND APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER, OR HIS REPRESENTATIVE.
16. IF ANY SPRINGS OR UNDERGROUND STREAMS ARE EXPOSED DURING CONSTRUCTION,
PERMANENT FRENCH DRAINS MAY BE REQUIRED. THE DRAINS SHALL BE SPECIFIED AND LOCATED
DURING CONSTRUCTION AS REQUIRED BY THE CONDITIONS WHICH ARE ENCOUNTERED, AND SHALL
BE APPROVED BY THE OWNER.
17. THE GRADING & DRAINAGE PLANS ARE NOT A DETERMINATION OR GUARANTEE OF THE
SUITABILITY OF THE SUBSURFACE CONDITIONS FOR THE WORK INDICATED. A GEOTECHNICAL SOILS
REPORT HAS BEEN PREPARED AND IS AVAILABLE FROM THE OWNER. DETERMINATION OF THE
SUBSURFACE CONDITION FOR THE WORK INDICATED IS SOLELY THE RESPONSIBILITY OF THE
CONTRACTOR.
18. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO COMPACT FILL SUFFICIENTLY AROUND AND
OVER ALL PIPES, STRUCTURES, VALVE STEMS, ETC., INSIDE THE PROPOSED PAVED AREAS TO AVOID
SETTLEMENT. ANY SETTLEMENT DURING THE WARRANTY PERIOD SHALL BE RESTORED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
19. IN NO CASE SHALL SLOPE HEIGHT,EXCAVATION P INCLUDING
SLOPE INCLINATION, OR E DEPTH,
TRENCH CONSTRUCTION, EXCEED STANDARDS SPECIFIED IN THE LEND LEASE INCIDENT & INJURY
FREE POLICY MANUAL, THE LEND LEASE GLOBAL MINIMUM STANDARDS, LOCAL, STATE AND FEDERAL
REGULATIONS, SPECIFICALLY THE CURRENT OSHA HEALTH AND SAFETY STANDARDS FOR EXCAVATIONS
(29 CFR PART 1926) RECOMMENDATIONS REGARDING EXCAVATION MADE IN THE CURRENT OSHA
HEALTH AND SAFETY STANDARD 29 CFR PART 1926 SHALL BE FOLLOWED.
20. DO NOT DISTURB VEGETATION OR REMOVE TREES EXCEPT WHEN NECESSARY FOR GRADING
PURPOSES.
21. STRIP TOPSOIL (AS DEFINED IN THE SPECIFICATIONS) FROM ALL CUT AND FILL AREAS AND
STOCKPILE ON SITE UNTIL DIRECTED BY THE OWNER TO RE -INSTALL. UPON COMPLETION OF
GENERAL GRADING, COVER ALL DISTURBED AREAS, TO A MINIMUM DEPTH OF 4". THE CONTRACTOR
SHALL SUPPLY ADDITIONAL TOPSOIL IF INSUFFICIENT QUANTITIES EXIST ON SITE.
22. TOP OF GRATE ELEVATIONS AND LOCATION OF COORDINATES FOR DRAINAGE STRUCTURES
SHALL BE AS SHOWN ON THE DETAIL, UNLESS NOTED OTHERWISE. THE GRATES SHALL SLOPE
LONGITUDINALLY WITH THE PAVEMENT GRADES.
23. ALL DRAINAGE CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO THE
SPECIFICATIONS.
24. POSITIVE DRAINAGE SHALL BE ESTABLISHED AS THE FIRST ORDER OF WORK AND SHALL BE
MAINTAINED AT ALL TIMES DURING AND AFTER CONSTRUCTION. SOIL SOFTENED BY PERCHED WATER
IN FOUNDATION AND PAVEMENT AREAS MUST BE UNDERCUT AND REPLACED WITH SUITABLE FILL
MATERIALS APPROVED BY THE GEOTECHNICAL ENGINEER. ANY WATER TO BE REMOVED FROM
EXCAVATIONS SHALL BE REMOVED USING GRAVITY DRAINAGE OR PUMPING AND DIRECTED TO AN
APPROPRIATE SEDIMENT CONTROL MEASURE PRIOR TO BEING DISCHARGED FROM SITE.
25. FILL SLOPES 3:1 AND GREATER SHALL BE PLACED AND COMPACTED 5' BEYOND PROPOSED
LIMITS AND THEN EXCAVATED BACK TO THE PROPOSED LOCATION.
26. THE LOCATION OF ALL DIVERSION SWALES AND DITCHES SHALL BE FIELD ADJUSTED TO AVOID
TREE PROTECTION ZONES AS MUCH AS POSSIBLE. THE CONTRACTOR SHALL WALK THE ALIGNMENT
OF THESE SWALES AND DITCHES IN THE FIELD TO VERIFY AVOIDANCE OF TREE PROTECTION ZONES,
27. SEDIMENT REMOVED FROM SEDIMENT CONTROL STRUCTURES IS TO BE PLACED AT A SITE
APPROVED BY THE OWNER. IT SHALL BE TREATED IN A MANNER SO THAT THE AREA AROUND THE
DISPOSAL SITE WILL NOT BE CONTAMINATED OR DAMAGED BY THE SEDIMENT IN THE RUN-OFF.
COST FOR THIS TREATMENT IS TO BE INCLUDED IN PRICE BID FOR EARTHWORK. THE CONTRACTOR
SHALL OBTAIN THE DISPOSAL SITE AS PART OF THIS WORK.
28. STOCKPILED TOPSOIL OR FILL MATERIAL IS TO BE TREATED SO THE SEDIMENT RUN-OFF WILL
NOT CONTAMINATE SURROUNDING AREAS OR ENTER NEARBY STREAMS IN MANNER APPROVED BY
BASE ENVIRONMENTAL DEPARTMENT. THE CONTRACTOR SHALL STABIUZE ALL STOCKPILES SEVEN
DAYS AFTER COMPLETING THE STOCKPILE UNLESS FURTHER CONSTRUCTION ACTIVITY WILL OCCUR
ON THE STOCKPILE WITHIN 15 DAYS.
29. ANY SITE USED FOR DISPOSAL AND/OR STOCKPILE OF ANY MATERIAL SHALL BE PROPERLY
PERMITTED FOR SUCH ACTIVITY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SEE THAT ALL
REQUIRED PERMITS ARE SECURED FOR EACH PROPERTY UTILIZED. A COPY OF THE APPROVED
PERMIT MUST BE PROVIDED TO THE OWNER PRIOR TO COMMENCEMENT OF WORK ON ANY
PROPERTY. FAILURE TO DO SO MAY RESULT IN THE CONTRACTOR REMOVING ANY ILLEGALLY PLACED
SITE GRADING & EROSION CONTROL NOTES CONT:
MATERIAL AT HIS OWN EXPENSE. STOCKPILE AND MATERIAL STAGING AREAS MUST BE APPROVED BY
THE BASE TO MAINTAIN A SATISFACTORY CONSTRUCTION SITE APPEARANCE.
30. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WASTE EXCESS EARTH MATERIAL OFF SITE
AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL FIRST OFFER THE EXCESS
MATERIAL TO THE OWNER. IF NOT ACCEPTED BY THE OWNER, THE CONTRACTOR SHALL DISPOSE OF
EARTH MATERIAL OFF SITE. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO IMPORT
SUITABLE MATERIAL (AT NO ADDITIONAL COST TO THE OWNER) FOR EARTHWORK OPERATIONS IF
SUFFICIENT AMOUNTS OF EARTH MATERIAL ARE NOT AVAILABLE ON SITE.
31. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER FOR THE
LOCATION AND AVAILABILITY OF THE BORROW PIT, AS NECESSARY.
32. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW THE LANDFILL REGULATIONS.
SITE UTILITY NOTES
1. THE SANITARY SEWER SHALL BE OF THE MATERIAL INDICATED ON THE SEWER PLAN AND PROFILE
SHEETS. POLYVINYLCHLORIDE (PVC) SHALL BE (SDR 35). DUCTILE IRON PIPE (D.I.P.) SHALL BE CLASS 52
AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDENR WASTEWATER GUIDANCE MANUAL.
2. ALL WATER LINES, AND APPURTENANCES SHALL BE OF MATERIALS AND CONSTRUCTION THAT CONFORM
TO THE MCB CAMP LEJEUNE WATER DEPARTMENT REQUIREMENTS AND SPECIFICATIONS.
3. PROVIDE A MINIMUM 30" OF COVER OVER ALL WATER LINES.
4. THE CONTRACTOR SHALL MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER LINES
AND WATER LINES. WHERE THESE CRITERIA CANNOT BE MET, THE CONTRACTOR SHALL MAINTAIN 18" VERTICAL
SEPARATION BETWEEN WATER AND SEWER LINES.
5. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING
MANHOLES OR SANITARY SEWER MAINS AT THE POINT OF CONNECTION PRIOR TO THE COMMENCEMENT OF
ORDERING OF MATERIALS OR CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE OWNER IMMEDIATELY.
6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL CHARTED AND UNCHARTED UTILITIES. TAKE CARE
TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO LOCAL STANDARDS AND AT
THE CONTRACTOR'S EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY.
7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SEQUENCING OF CONSTRUCTION FOR
ALL UTILITY LINES SO THAT WATER LINES DO NOT CONFLICT WITH SANITARY SEWERS, SANITARY SEWER
SERVICES, STORM SEWERS, OR ANY OTHER UTILITY OR STRUCTURE, EXISTING OR PROPOSED.
8. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. THE
CONTRACTOR SHALL NOTIFY EACH INDIVIDUAL UTILITY OWNER OF HIS PLAN OF OPERATION IN THE AREA OF
THE UTILITIES. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL CONTACT THE UTILITY OWNERS AND
REQUEST THEM TO PROPERLY LOCATE THEIR RESPECTIVE UTILITY ON THE GROUND. THIS NOTIFICATION SHALL
BE GIVEN AT LEAST THREE (3) BUSINESS DAYS PRIOR TO COMMENCEMENT OF OPERATIONS AROUND THE
UTILITY.
9. BEFORE CONNECTIONS ARE MADE INTO EXISTING UTILITIES, THE NEW LINES ARE TO BE FLUSHED AND
TESTED BY THE CONTRACTOR IN ACCORDANCE WITH SPECIFICATIONS.
10. ALL TRENCHES CUT IN EXISTING ROADS OR DRIVES SHALL UTILIZE A CLEAN SAW CUT AND SHALL BE
COMPLETELY BACKFILLED WITH #57 STONE. THE ROAD SHALL BE REPAIRED PER THE CONSTRUCTION
DRAWINGS.
11. THE CONTRACTOR SHALL REPAIR ALL DAMAGE TO EXISTING FEATURES (i.e. DRIVES, ROADS, YARDS,
LANDSCAPING, ETC...) TO PRE -CONSTRUCTION CONDITION AT NO ADDITIONAL EXPENSE TO THE OWNER.
12. THE CONTRACTOR SHALL PROVIDE ALL HORIZONTAL AND VERTICAL BENDS TO ATTAIN THE ALIGNMENT
INDICATED ON THE PLANS. PROVIDE VERTICAL BENDS WHERE NECESSARY TO ALLOW WATER LINES TO PASS
UNDER OR OVER OTHER UTILITY LINES. (ALL BENDS AND BRACES NEEDED MAY NOT BE SHOWN). PROVIDE
BRACING AND/OR RODDING AT ALL BENDS AND TEES AS REQUIRED BY THE WATER DEPARTMENT.
13. REDUCED PRESSURE BACKFLOW PREVENTERS (RPBP) OR DUAL CHECK VALVES WILL BE REQUIRED ON
ALL TESTS AND FILL LINES (JUMPER) NEEDED FOR WATER MAIN CONSTRUCTION AND MUST BE APPROVED BY
MCB CAMP LEJEUNE WATER DEPARTMENT.
14. COORDINATE THE EXACT LOCATION OF ALL UTILITIES ENTERING THE BUILDING WITH THE PLUMBING
PLANS.
15. WATER METERS SHALL BE INSTALLED A MINIMUM OF 18" AND A MAXIMUM OF 24" FROM THE TOP OF
THE METER TO PROPOSED FINISHED GRADE.
16. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT
PREVENTION AND CONSTRUCTION ISSUED BY AGC OF AMERICA.
17. THE CONTRACTOR SHALL VERIFY REQUIRED PIPE LENGTHS, EXISTING PIPE MATERIAL AND SIZES AS
SHOWN ON PLANS PRIOR TO BEGINNING CONSTRUCTION.
TREE PROTECTION NOTES:
1. IT IS THE OWNERS INTENT TO PRESERVE AS MANY EXISTING TREES AS POSSIBLE.
2. TO ASSURE THE HEALTH AND SURVIVAL OF TREES THAT ARE TO REMAIN, THE FOLLOWING KINDS OF
TREE INJURIES SHALL BE AVOIDED DURING ALL DEVELOPMENT ACTIVITIES:
• MECHANICAL INJURIES TO ROOTS, TRUNK AND BRANCHES;
• INJURIES BY CHEMICAL POISONING;
• INJURIES BY GRADE CHANGES;
• INJURIES BY EXCAVATIONS; AND
• INJURIES BY PAVING.
3. THE TREE PROTECTION ZONE (TPZ) SHALL BE A CIRCULAR -SHAPED PROTECTION AREA ESTABLISHED
AROUND EACH TREE. TREE SAVE ZONES SHALL BE TPZs AROUND CLUMPS OR GROUPS OF TREES
TO REMAIN AS INDICATED ON THE DRAWINGS.
• IF THE TREE'S DRIP LINE IS LESS THAN TEN FEET, THE PROTECTION ZONE SHALL BE TEN FEET.
• IF THE TREE'S DRIP LINE IS MORE THAN TEN FEET, THE PROTECTION ZONE SHALL BE THE FULL
EXTENT OF THE DRIP LINE OF THE TREE, WHERE FEASIBLE.
• IF THE DRIP LINE ENCROACHES INTO IMPERVIOUS AREAS (PAVEMENTS, BUILDINGS, ETC.) THE
LIMIT SHALL BE THE PERVIOUS AREA OF THE TREE'S DRIP LINE. SHOULD THE PROJECT
INVOLVE DEMOLITION ACTIVITIES, THE TPZ SHALL BE ADJUSTED IMMEDIATELY AFTER DEMOLITION
ACTIVITIES AROUND THE TREE TO ENCOMPASS THE ENTIRE DRIP LINE.
• IF TREES ARE CLUMPED OR GROUPED TOGETHER, THE PROTECTION ZONES SHALL EXTEND TO
THE FULL EXTENT OF THE OUTER DRIP LINE OF THE GROUP, NOT EACH INDIVIDUAL TREE.
• THE CONFIGURATION OF THE TREE PROTECTION ZONE MAY BE ADJUSTED UPON RECOMMENDATION
AND APPROVAL OF THE OWNER AND UPON VERIFICATION THAT MEASURES WILL BE TAKEN
DURING DEMOLITION AND / OR CONSTRUCTION TO PROTECT THE WELL-BEING OF THE TREE.
4. TPZs SHALL ENCROACH ON AREAS TO BE PAVED OR GRADED UNTIL PAVING AND / OR GRADE
ADJUSTMENT ACTMTIES BEGIN. ONLY THEN SHALL BARRICADES BE MOVED TO MAINTAIN THE MAXIMUM
TPZ THAT WILL NOT ENCROACH ON THE PLANNED CONSTRUCTION. REMOVAL OF BARRICADE SHALL
OCCUR ONLY AFTER ALL WORK IS COMPLETED, OR AS DIRECTED BY THE OWNER.
TREE PROTECTION NOTES CONT:
5. CONSTRUCTION ACTIVITIES, EXCEPT THOSE SPECIFICALLY INDICATED ON THE
DRAWINGS, ARE PROHIBITED WITHIN THE TPZ. PROHIBITED ACTIVITIES INCLUDE, BUT
AR
E NOT LIMITED TO THE FOLLOWING:
• PARKING OF VEHICLES OR EQUIPMENT, STORAGE OF BUILDING OR CONSTRUCTION
MATERIALS, REFUSE, OR SOIL STOCKPILES, OR DUMPING OF ANY POISONOUS
MATERIAL ON OR AROUND TREES AND THE TPZ. POTENTIALLY POISONOUS
MATERIALS MAY INCLUDE, BUT ARE NOT LIMITED TO: PAINT, PETROLEUM
PRODUCTS, CONCRETE, STUCCO MIX, DIRTY WATER, OR ANY OTHER MATERIAL THAT
MAY BE DEEMED HARMFUL TO THE GROWTH AND VIABILITY OF THE TREE.
• THE USE OF A TREE AS A BACKSTOP, WINCH SUPPORT, ANCHORAGE, AS A
TEMPORARY POWER POLE, SIGNPOST, OR SIMILAR FUNCTION.
• CUTTING OF A TREE'S ROOTS EXCEPT AS SPECIFICALLY DESCRIBED HEREIN_
• SOIL DISTURBANCE OR GRADE CHANGE. GRADE CHANGES UNDER SPECIFICALLY
APPROVED CIRCUMSTANCES SHALL NOT ALLOW MORE THAN 6-INCHES OF FILL
SOIL OR ALLOW MORE THAN 4---INCHES OF EXISTING SOIL TO BE REMOVED FROM
NATURAL GRADE. FILLS GREATER THAN 6--INCHES SHALL INCORPORATE AN
APPROPRIATE APPROVED PERMANENT AERATION SYSTEM, PERMEABLE MATERIAL, OR
OTHER APPROVED AERATION MITIGATION.
6. WHEN CONSTRUCTION ACTIVITIES ARE PROPOSED WITHIN THE TPZ, THE FOLLOWING
MEASURES SHALL BE INCORPORATED:
• MULCH: SHOULD CONSTRUCTION ACTIVITIES BE PROPOSED WITHIN THE FENCED
TPZ , WOOD CHIPS SHALL BE SPREAD WITHIN THE TPZ TO A DEPTH OF 4 TO 6
INCHES, LEAVING THE TRUNK AND ROOT FLARE CLEAR OF MULCH. THIS WILL AID
IN INADVERTENT SOIL COMPACTION AND MOISTURE LOSS. MULCH SHALL BE
UNTREATED SHREDDED WOOD. THE TPZ SHOULD BE RE-ESTABLISHED
IMMEDIATELY FOLLOWING THE CONSTRUCTION ACTIVITIES.
-ROOT BUFFER: WHERE AREAS OF THE TPZ CANNOT BE FENCED, A TEMPORARY
ROOT BUFFER IS REQUIRED AS SOON AS CONSTRUCTION ACTIVITIES COMMENCE
AND SHALL COVER THE ENTIRE ROOT ZONE. THE ROOT BUFFER SHALL REMAIN
IN PLACE AT THE SPECIFIED THICKNESS UNTIL THE FINAL GRADING PHASE. THE
ROOT BUFFER SHALL CONSIST OF SHREDDED WOOD CHIPS SPREAD OVER THE
TPZ AT A MINIMUM DEPTH OF 6--INCHES AND A LAYER OF 3/4-INCH CLEAN
WASHED GRAVEL OF SUFFICIENT DEPTH TO STABILIZE A 3/4-INCH PLYWOOD SHEET
PLACED ATOP THE GRAVEL. PROHIBITIVE ACTIVITIES LISTED ABOVE SHALL BE
ENFORCED.
7. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES, INCLUDING INITIAL
SITE CLEARING, THE CONTRACTOR SHALL ENCLOSE THE ENTIRE TPZ WITH A MINIMUM
48'--INCH TALL ORANGE CONSTRUCTION FENCING SECURED USING METAL T-POSTS
SPACED NOT MORE THAN TEN FEET ON -CENTER. EACH TPZ SHALL BE IDENTIFIED
WITH A TEMPORARY SIGN OR SIGNS TO CLEARLY DEMARCATE THE EXTENT OF THE
ZONE. THE SIGNS SHALL BE CLEARLY PRINTED IN ENGLISH AND SPANISH WITH THE
FOLLOWING:
"KEEP OUT - TREE PROTECTION ZONE - NO DISTURBANCE PERMITTED"
"NO ENTIRE - ZONA DE PROTECC16N DE ARBOL -- NINGUNA PERTURBAC16N
PERMITIDA"
THE CONTRACTOR SHALL MAINTAIN THE TPZ FENCING DURING THE ENTIRE
DEMOLITION / CONSTRUCTION PROCESS AND SHALL MAKE CERTAIN THAT IT IS
OBSERVED BY ALL OTHER CONTRACTORS, THEIR EMPLOYEES AND SUPPLIERS.
8. ALL CONSTRUCTION AND DEVELOPMENT ACTIVITIES, EXCEPT THOSE SPECIFICALLY
LISTED BELOW, ARE PROHIBITED WITHIN THE TPZ PROVIDED FOR ANY PROTECTED
TREES, INCLUDING ANY CONSTRUCTION OF BUILDINGS, STRUCTURES, PAVING SURFACES,
AND STORM WATER RETENTION / DETENTION PONDS.
9. EX'
OR TRENCHING FOR UTILITIES, INCLUDING LANDSCAPE IRRIGATION,
SHALL BE RE-ROUTED OUTSIDE THE LIMITS OF THE TPZ. IN THE EVENT THAT THIS
CANNOT BE ACCOMPLISHED, THE UTILITY SHALL BE ROUTED AS FAR AWAY FROM THE
TRUNK OF THE TREE AS POSSIBLE. THE FOLLOWING MINIMUM DISTANCES SHOULD BE
MAINTAINED:
TRUNK DIAMETER (MEASURED
4L-FT ABOVE NATURAL GRADE)
DISTANCE FROM THE EDGE OF
THE TRUNK TO THE TRENCH
UP O 6 INCHES
PAST DRIPLINE
6 _j'G 9 INCHES
5 FEET
10 TO 14 INCHES
10 FEET
15 TO 19 INCHES
12 FEET
GREATER TWIN 19 INCHES
15 FEET
EXCAVATION OF THE TRENCH SHALL BE WITH THE USE OF A TRENCHING MACHINE,
NOT A BACKHOE OR OTHER LARGE EXCAVATOR. A ROOT BUFFER MUST ALSO BE
UTILIZED WITH TRENCHING AND CONSTRUCTION ACTIVITIES. TREE ROOTS 2--INCH
DIAMETER AND LARGER SHALL BE CLEAN CUT WITH A SAW, NOT TRENCHED OR
FRAYED IN ANY MANNER. HISTORIC OR SPECIMEN TREES ARE EXCLUDED FROM
THIS REQUIREMENT. IN THE CASE OF HISTORIC OR SPECIMEN TREES, UTILITY
LNE*S SHALL BE TUNNELED BENEATH TREE ROOTS IN ORDER TO PROTECT FEEDER
ROOTS. PLACEMENT OF SOD OR OTHER GROUNDCOVERS AND THE PREPARATION
OF THE GROUND SURFACE FOR SUCH COVERS SHALL BE PERMITTED WITHIN THE
TPZ.
10. TREE MAINTENANCE DURING CONSTRUCTION IS REQUIRED. SUPPLEMENTAL
IRRIGATION FOR TREES UNDER WATER STRESS SHOULD BE PROVIDED. WATERING OF
THE AREA OF THE TPZ SHALL BE PERFORMED BY FLOODING WITH WATER FOR DEEP
SOIL PENETRATION. A MAXIMUM 6-INCH CONTAINMENT BERM LOCATED JUST OUTSIDE
THE TPZ MAY BE USED FOR CONTAINMENT, RE -FILL THE BERM WHEN THE WATER
HAS BEEN DEPLETED. FREQUENT LIGHT WATERINGS SHALL BE AVOIDED.
11. DURING PERIODS OF EXTENDED DROUGHT, WIND, OR GRADING, TRUNKS, LIMBS,
AND FOLIAGE OF THE TREES TO REMAIN SHOULD BE SPRAYED WITH WATER TO REMOVE
ACCUMULATED CONSTRUCTION DUST. TREE FOLIAGE SHALL ALSO BE HOSED DOWN
UPON THE REQUEST OF THE OWNER.
12. DAMAGE TO TREES SHOULD BE REPORTED AS SOON AS POSSIBLE TO THE OWNER.
ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE
GROUND AND COVERED WITH SOIL BACKFILL AS SOON AS POSSIBLE. IF EXPOSED
ROOTS ARE NOT COVERED WITHIN 24 HOURS, COVER THEM WITH MULCH AND
THOROUGHLY WATER UNTIL COVERED WITH SOIL BACKFILL.
13. ROOT AREA OF TREES WHERE SOIL HAS BEEN COMPACTED DUE TO CONSTRUCTION
ACTIVITY, SHALL BE VERTICALLY MULCHED (AERATED) AT THE DIRECTION OF THE
OWNER'S CONSULTANT. THIS SHALL BE ACCOMPLISHED BY AUGURING THE SOIL IN A 2'
GRID PATTERN TO WITHIN 3' OF TRUNK AND TO 10' BEYOND THE DRIP LINE. A 2" TO
3" HAND OPERATED AUGUR SHALL BE USED TO DRILL HOLES TO A MINIMUM DEPTH
OF 12", WORK SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT NO COST TO THE
OWNER.
14. REMOVAL OF ALL TREE PROTECTION FENCING AND SIGNAGE SHALL BE DONE BY
THE CONTRACTOR WHEN PERMITTED BY THE OWNER. RESTORATION OF ALL AREAS
DISTURBED BY THE FENCING AND/OR SIGNAGE WILL BE THE CONTRACTOR'S
RESPONSIBILITY.
15. INSPECTIONS:
• ALL PROTECTED TREES DESIGNATED TO REMAIN SHALL BE INSPECTED BY THE
OWNER ONE YEAR FOLLOWING COMPLETION OF THE PROJECT TO INSURE THAT
THEY ARE SURVIVING IN A HEALTHY CONDITION.
• PROTECTED TREES WHICH REQUIRE REPAIR OR REPLACEMENT SHALL BE
DETERMINED BY THE OWNER
• ANY PROTECTED TREE DESIGNATED TO REMAIN WHICH IS DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED ACCORDING TO ACCEPTED INTERNATIONAL
SOCIETY OF ARBORICULTURE PRACTICES, OR REPLACED SUCH THAT THE TOTAL
CALIPER (DBH - DIAMETER AT BREAST HEIGHT (MEASURED AT 4.5 FEET ABOVE
GROUND) OF THE REPLACEMENT TREE(S) MEETS OR EXCEEDS THE TOTAL CALIPER
OF THE PROTECTED TREE.
*THE CONTRACTOR SHALL REPAIR OR REPLACE SAID PROTECTED TREES AT NO
ADDITIONAL COST TO THE OWNER.
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SCHEDULE OF INSPECTIONS
11 I
TYPICAL NOTES
AND MAINTENANCE NOTES r ��A NOTES ARE TAKEN FROM THE STORM WATER
THE FOLLOWING
1.
POLLUTION PREVENTION PLAN (SWPPP . THEY ARE
. I I I t �, I , . I
REPRODUCED HERE TO PROVIDE EMPHASIS ONLY THE
THE FOLLOWING NOTES ARE TAKEN FROM NC DENR GENERAL + .. CONTRACTOR MUST ADHERE TO ALL REQUIREMENTS OF THE
PERMIT - NCG 010000 FOR CONSTRUCTION ACTIVITIES. THEY + / SWPPP. THE GRADING SUB -CONTRACTOR AND ALL OTHER
ARE REPRODUCED HERE TO PROVIDE EMPHASIS ONLY. THE /1. _ COPY OF
CONTRACTOR MUST ADHERE TO ALL REQUIREMENTS OF THE
.
HSWPPPERMIT AND THE STORM WATER POLLUTION
P,WHICH WILL BE KEPT AT THE OWNERS JOB
GENERAL ERM TEMPORARY SKIMMER TRAILER
.
PREVENTION PLAN (SWPPP). ALL SUB -CONTRACTORS MUST
.
++ E FOR SEDIMENT BASIN
/ .
READ AND SIGN THE LATEST COPY OF THE SWPPP, WHICH / 1. ALL CONTROL MEASURES MUST BE PROPERLY SELECTED,
WILL BE KEPT AT THE OWNER'S JOB TRAILER. " ..
. * INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THE
/ C5 05
/
) I -RE'S SPECIFICATIONS, NC DENR STANDARDS, AND
1. SITE INSPECTIONS OF ALL SEDIMENT AND EROSION MANUFACTURE'S
. / THE CONTRACT DOCUMENTS. IF PERIODIC INSPECTIONS OR
CONTROL MEASURES AND OUTFALL POINTS SHALL BE
COMPLETED AT LEAST ONCE EVERY SEVEN CALENDAR DAYSPLO/� I I . 1. I I ... .11 Q�: OTHER INFORMATION INDICATES A CONTROL HAS BEEN USED
AND WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER RUNOFF
T F IT I OR INCORRECTLY, THE CONTRACTOR T
i
...
D•�
P MODIFY HE CONTROL FOR E SITUATIONS,
THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD./ . 1.
RUNO REPLACE OR OD
INAPPROPRIATELY
i AT COMPLETION: 2. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF -SITE
2. DISTURBED AREAS AND AREAS USED FOR STORAGE OF �"
MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE - IONS OF SEDIMENT THAT HAVE NOT REACHED A
EVIDENCE OF OR THE POTENTIAL FOR, �� 1 P Q10 '� 25 63 STREAM ACCUMULATIONS
INSPECTED FOR - SHALL
POLLUTANTS ENTERING THE DRAINAGE SYSTEM. ALL EROSION V1O 1 79 STREAM OR WETLAND, MUST BE REMOVED AT A FREQUENCY
"�� Q25 - 32.03 SUFFICIENT TD MINIMIZE OFFSiTE IMPACTS PERMITTEES S L
AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE STORM i ,
. VZS 1 J1 NOT INITIATE REMEDIATION / RESTORATION OF A STREAM
WATER POLLUTION PREVENTION PLAN AND IN THE CONTRACT TEMPORARY SEDIMENT WITHOUT CONSULTING THE OWNER'S REPRESENTATIVE FIRST.
.
,"
DOCUMENTS SHALL BE OBSERVEp TO ENSURE THAT THEY ARE - - __ - r� ` T NPDE PERMIT DOES NOT, HOWEVER,AUTHORIZE ACCESS
l
OPERATING CORRECTLY. _ / ! / BASIN NO.1. CONSTRUCT 1+ \ TO PRIVATE PROPERTY. E T
/, � ' A5 DETAILED ON CG-4.01 \
G ��� T
3. OUTFACE POINTS (WHERE STORM WATER LEAVES THE FENCES,DIVERSION DITCHES,AND OTHER SEDIMENT CONTROLS
.
GROUND LEASE LINE OR WHERE DISCHARGES FROM THE SITE . . REMOVED WHEN DESIGN CAPACITY
0
SEDIMENT3. L
I . .
. .
ENTER STREAMS OR WET WEATHER CONVEYANCES} SHALL BE I TEMPORARY SEDIMENT ASSNECESSARY, AND MUSTBE
TEMPORARY SEDIMENT BASIN HA BEEN RED CED BY 50%
INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL1.
MEASURES ARE EFFECTIVE IN PREVENTING NEGATIVE IMPACTS TRAP NO.1 * No.1 - NORTH POND
I N
TO RECEIVING WATERS. WHERE DISCHARGE LOCATIONS ARE I - LIMITS O DISTURBANCE PICKED UP
INACCESSIBLE, NEARBY DOWNSTREAM LOCATIONS SHALL BE PRIOR T ANTICIPATED STORM EVENT DR OTHERWISE
. F D URBA CHEMICALS � \ 4. LITTER, CONSTRUCTION
TO STORM WATER SHALL BE
INSPECTED IF POSSIBLE. LOCATIONS WHERE VEHICLES ENTER I DISTURBED DRAINAGE AREA = 0.95 AC. DISTURBED DRAINAGE AREA = 14.8 AC.1. M
a o c
OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF I STORAGE REQUIRED = 3,420 C.F. STORAGE REQUIRED = 26,640 C.F. PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR STORM
l l N E
d TEMPORARY ! ` \ WATER DISCHARGES.
OFFSITE SEDIMENT TRACKING. STORAGE PROVIDED = 3,532 C.F. . STORAGE PROVIDED = 40,730 C.F. I CONSTRUCTION O \ \ /
QIa = 3.3 CFS Vto = 1.10 FPS Qio = 38.33 CFS -" - NO 5 PRE CONSTRUCTION VEGETATIVE GROUND COVER SHALL
4. BASED ON THE RESULTS OF THE INSPECTION, ANY ENTRANCE 1 iH L T
S IN I SURFACE AREA REQUIRED = 1,417 S.F. SURFACE AREA REQUIRED = 16,674 S.F.d a GROUND LEASE UNE BE DESTROYED, REMOVEDEOR DISTURBED MORE THAN 10
l
INADEQUATE CONTROL MEASURES, OR CONTROL MEASURES CALENDAR BAYS PRIOR TO GRADING OR EARTH MOVING UNLESS
®-
DISREPAIR, SHALL BE REPLACED OR MODIFIED, OR REPAIRED °�� -SURFACE AREA PROVIDED = 2,719 S.F. SURFACE AREA PROVIDED = 20,365 S.F. O O
C5.05 O O O
BY THE CONTRACTOR AS SOON AS POSSIBLE AND BEFORE TOP OF EMBANKMENT ELEV. = 17.5 FT. TOP OF EMBANKMENT ELEV. = 12.40 FT. . o' O AND L OR MULCHED OR OTHER
THE NEXT RAINFALL EVENT THAT RESULTS IN STORM WATER THE AREA IS SEEDED A
TEMPORARY COVER IS INSTALLED.
WEIR ELEV. = 16.5 FT. I `
RUNOFF. THE CONTRACTOR SHALL NOTIFY THE DIVISION OF WEIR LENGTH = 4 FT. „. I" D 0 � / 6. CLEARING AND GRUBBING MUST BE HELD TO THE MINIMUM
LAND RESOURCES REGARDING ANY MODIFICATION TO THE TEMPORARY SEDIMENT BASIN DING AND EQUIPMENT OPERATION
APPROVED SEDIMENT AND EROSION CONTROL PLAN PER THE BOTTOM OF TRAP ELEV. = 14.5 FT. �� ✓ NECESSARY FDR GRAU
..
F GENERAL PERMIT REQUIREMENTS. !.. CLEAN -OUT TRAP ELEV. = 15.5 FT. N0.2 - NORTH POND / MINIMIZE THE
1\\
4
7. CONSTRUCTION MUST BE SEQUENCED TO
5_ INSPECTIONS SHALL BE DOCUMENTED AND INCLUDE THE Il. TEMPORARY SEDIMENT DISTURBED DRAINAGE AREA = 14.9 AC. II , I . I I . I . \ '­-� WETLANDS BOUNDARY EXPOSURE TIME OF GRADED OR DENUDED AREAS.
. +:
STORAGE REQUIRED -- 26,856 C.F. v
SCOPE OF THE INSPECTION, NAME(S) OF PERSONNEL MAKING TRAP NO.2* O . I, (APPROXIMATE) 8. ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES
THE INSPECTION, THE DATE AND TIME OF THE INSPECTION, I> STORAGE PROVIDED = 44,408 C.F.1. nn 11
V .. LAND
MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF1. D#STURBANCE OPERATIONS BEGIN, AND MUST BE CONSTRUCTED
Qro = 38.64 CFS
.
.
F DISTURBED DRAINAGE AREA = 1.00 AC.
THE SWPPP (INCLUDING THE LOCATION) OF DISCHARGES O i SURFACE AREA REQUIRED = 16,810 S.F. 1, . J AND TMAINTAINED THROUGHOUT FUNCTIONAL
CONSTRUCTION PERIOD.
SEDIMENT OR OTHER POLLUTANTS FROM THE SITE AND OF STORAGE REQUIRED = 3,600 C.F. _ O ' *\ :
:.. TEMPORARY MEASURES MAY BE REMOVED AT THE BEGINNING OF
ANY CONTROL DEVICE THAT FAILED TO OPERATE AS DESIGNED SURFACE AREA PROVIDED - 22,204 S.F. ,
. STORAGE PROVIDED = 3,679 C.F. % D q TEMPORARY STONE SPILLWAY 5 ! THE WORK DAY, BUT MUST BE REPLACED AT THE END OF THE
OR PROVED INADEQUATE FOR A PARTICULAR LOCATION AND TOP OF EMBANKMENT ELEV. = 7.50 FT. O p ,�-R
6_0
ANY CORRECTIVE ACTIONS TAKEN. Qta = 3.4 CFS Vto = 1.22 FPS / � OnP� C5.05 WORK DAY.
SURFACE AREA REQUIRED = 1,492 S.F.
EXISTING TEMPORARY %aj . L. 9. THE FOLLOWING RECORDS SHALL BE MAINTAINED ON SITE;
SURFACE AREA PROVIDED = 2,234 S.F.
.
:.' !3�1, Q "' HF DATES WHEN MAJOR GRADING ACTIVITIES OCCUR; THE DATES
TOP qF EMBANKMENT ELEV. = 18.5 FT. SEDIMENT BASIN �" - 0 `~" ��` WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY
- -
WEIR ELEV. = 17.5 FT. , .. :Q. 0 0 . 5' ' � CEASE DN A PORTION OF THE SITE; AND THE DATES WHEN
DISTURBED DRAINAGE AREA = 15.8 AC.
WEIR LENGTH = 4 FT. STORAGE RE UIRED = 28 440 C.F. ,�Q INITIATED. I , �? STABILIZATION MEASURES ARE T TED
BOTTOM OF TRAP ELEV. = 15.0 FT. Q = Ef' s
TEMPORARY SEDIMENT
STORAGE PROVIDED 80,955 C.F. P _ , \ 10. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS
CLEAN -OUT TRAP ELEV. - 16.25 FT. NO.' 1 PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION
E 1 Qta = 40.92 CFS1. IN
r *SEE SHEET C5.05 FOR CONSTRUCTION AND SURFACE AREA REQUIRED = t7 801 S.F. . `, BUT
TRAP.
VffIES HAVE
�LY OR
NTLY
`CDTICASE MORE THAN 2ARCALENDAR EDAYS EAFTER CHEED
MAINTENANCE SPECIFICATIONS SURFACE AREA PROVIDED = 53,970 S.F. �� << `.. TEMPORARY ACTIVITY. . I . ) CONSTRUCTION IN THAT PORTION OF THE SITE HAS
. TOP qF EMBANKMENT ELEV. = 14.50 FT.1. TREE PROTECTION s
1.1.�/ FOLLDWINGLYTWORSTUATIONS PERMANENTLY
WHERE THECNp INITIATION OF
./ / °,
STABILIZATION MEASURES IS PRECLUDED BY SNOW
BIL5 0 COVER OR
.1 ITEMPORARY SAND �.-
� c5 os
FR ZEN GROUND C N TIONS STABILIZATION MEASURES SHALL
// 9 BAG INLET PROTECTION \ BEOIWTIATED ASSOON DIAS PRACTICAL; OR2. WHERE E
< .. .. �A r
C5.05 . " s> :;. CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS
tP�< _ TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL
. .
,/ -- _ BE RESUMED WITHIN 21 DAYS, TEMPORARY STABILIZATION
1� ',,. ,
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.
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.�..- _
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�r E / � 80,
--._ _ _ . . ... ." N -� VEGETATION OR OTHER PERMANENTLY STABLE, NON -ERODING
_ r;:.,
- ^-�-- <,, �•.,: ,.. �� I J SURFACE SHALL REPLACE ANY TEMPORARY MEASURES AS SOON
_. _ _�__�
/: _ S t AS PRA TI _ _ �, C CABLI
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__
_ _.`
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SOIL SHALL B
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...
+ TEMPORARY SEED MIX SHALL BE AS SHOWN ON SHEET C-5.05
. ..
.
1.
{ I AND SHALL BE F A COMMERCIAL GRADE M
FABRIC INIi*T PROTECT 0 `� :
.,:, . ; Ms W.05 " T L O FETING THE
:,p ." / REQUIREMENTS OF THE STATE SEED LAW. SEED SHALL NOT BE
TYP
"o '� � ` USED AFTER ONE YEAR FROM DATE OF GERMINATION TEST
�. e.,r . E 5
o 1. TEMPORARY SEDIMENT
�„ I EXISTING TEMPORARY <1.:%;a" SHowN DN THE LABEL.
f _,.
SEDIMENT BASIN. < ,
I / � � ,� 1' f . TRA < .
"
` i 13. STRAW FOR MULCHING SHALL BE FROM OATS, WHEAT, OR
N sjf , ' r t"i` RYE, FREE FROM NOXIOUS WEED, MOLD, OR OTHER
. . / ,..
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/1.1. z TEMPORARY SILT FENCE- �.
.
1 4�. NO SOLID MATERIALS INCLUDING BUILDING MATERIAL, SHALL
o / �� ..F � 1 a o5 ::"�" TYP r _-
I / I BE DISCHARGED TO WATERS OF THE UNITED STATES EXCEPT AS
T i 7 I /1.1. AUTHORIZED BY A SECTION 404 PERMIT.
�.
1.
1.
..
.
.
:�
U / r < TEMPORARY DIVERSION \ `\ 15. OFFSITE VEHICLE TRACKING OF SEDIMENTS AND THE
C ,
_ ` . pFs O+ ..: GENERATION OF DUST SHALL BE MINIMIZED
�l '� , - / ,11�.1.J/ �, SWALE do TEMPORARY
+ .I 3 5', ROCK CHECK DAMS
T
- I/ + 16. UPON COMPLETION OF CONSTRUCTION AND FINAL
___ - , - a C5.05 " I 1
Q - �)
- < 1.r C..05 ti J y STABILIZATION OF THE DRAINAGE AREA TO A SPECIFIC INDIVIDUAL
F R < %:' / TEMPORARY SEDIMENT TRAP, THE CONTRACTOR SHALL REMOVE GENERAL SEQUENCE d CONT UCTION.
.
0 I. / J1.1. ALL UNSTABLE SEDIMENT AT SAID TRAP, GRADE THE AREA TO
'S 1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. I ," + ��': / ITS END STATE CONDITION AS SHOWN ON THE GRADING PLANS
r 2, INSTALL TEMPORARY TREE PROTECTION AND TEMPORARY
/ �< I 1 �, ` (� 7 I AND STABILIZE THE TE RARY SEDIMENT TRAP AREA.
U TEMPORARY PERIMETER SILT FENCING. �%11
►
LOD
- /, {
3. CONSTRUCT TEMPORARY SEDIMENT TRAPS, TEMPORARY /I / - _ 1._ - " Ol _-~--T� t9D �� �� r 1
SEDIMENT BASINS, TEMPORARY DIVERSION I .. .. _ 00 C I •
TEMPORARY ROCK CHECK DAMS AND TEMPORARY
Y INLET PROTECTION PRIOR TO ANY SITE DISTURBANCE.
/ , ,.
- MODIFIED HEADWALLS .
4. CAP ALL 8 INCH OPENINGS ON MOD ED EXISTING 18 SANITARY SEWER FORCE MAIN. LOCATION I1. ,1. 1. •� ; . ,�o,�
(CG-01 & BX-01) AT LEVEL SPREADERS UNTIL ALL 1.IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY EXACT D - v ; `i -- ��
a CONTRIBUTING DRAINAGE AREAS HAVE BEEN '
�.TEMPORARY SEDIMENT
� STABILIZED. ., LOCATION AND ELEVATION PRIOR TO BEGINNING WORK. A ILOD y11
� 5. DEMOLITION OF EXISTING STRUCTURES AND UTILITIES. � MINIMUM OF 3-FT OF COVER SHALL BE MAINTAINED -�:� _ - BASIN NO.2. CONSTRUCT \ sy
x B 6. COMMENCE MASS GRADING. T OVER THE TOP OF THE FORCE MAIN AT ALL TIMES AND ��I- \ AS DETAILED ON CG-4.07 y , l .. i�," a l�
7. MAINTAIN ALL SEDIMENT AND EROSION CONTROL
AT THE COMPLETION OF WORK. SHOULD 3-FT OF COVER pD O �� � .
C MEASURES THROUGHOUT THE CONSTRUCTION PERIOD. V Q
Y 1. FILL SOILS, IF REQUIRED FOR THIS SITE, CAN BE TRANSPORTED �+. ij Thomas J. Davis ;
8. INSTALL STORM DRAINAGE, SANITARY SEWER AND ALL NOT BE MAINTAINED AT THE COMPLETION OF WORK THE
FROM THE NC DENR PERMITTED MIDWAY PARK, WATKINS VILLAGE 131% No 2901 ,= 0
c OTHER UTILITIES. AND TARAWA TERRACE SITES. CONTRACTOR SHALL PLACE CONCRETE PROTECTION OVER p
9. CONSTRUCTION AND PAVE ROADWAYS. -'ter G
THE FORCE MAIN T H SATISFACTION OF THE OWNER v� D • '•.,4, �''�
2. THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE O THE LO t, N y,, - 1 1'1 ��''`'.
1d. CONSTRUCT HOUSING UNITS. dt� SZ}};;i1
11. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND INSTALLED OFF CAMP KNOX ROAD AS SHOWN ON THIS DRAWING. AND DPW. -
L.
SEDIMENT BUILD-UP AT ALL TEMPORARY SILT
I-ENCING, TEMPORARY SEDIMENT TRAP, TEMPORARY
SHOULD SEDIMENT BE TRACKED ONTO THE ADJACENT ROADWAYS,
THE CONTRACTOR SHALL IMMEDIATELY CLEAN ALL ROADWAYS
. "I -
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SEDIMENT BASIN, TEMPORARY DIVERSION SWALES,
IMPAIRED BY THE TRACKED SEDIMENT. ALL CONSTRUCTION
TRAFFIC SHALL ACCESS THE SITE VIA THE TEMPORARY
1.
`" NO ALL SEDIMENT AND EROSION CONTROL MEASURES SHOWN ON
- t
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01
TEMPORARY ROCK CHECK DAMS AND TEMPORARY
INLET PROTECTION TO MAINTAIN ADEQUATE SEDIMENT
CONSTRUCTION ENTRANCE AND NOT VIA ADJACENT ROADWAYS.
THIS PLAN ARE INITIAL MEASURES ONLY, THESE MEASURES. INCLUDING
CONTROL MEASURES. SEDIMENT SHOULD BE REMOVED
3. THE CONTRACTOR SHALL PLACE SILT FENCE AROUND AND
STABILIZE ALL STOCKPILES 21 DAYS AFTER COMPLETING THE
TEMPORARY SEDIMENT BASIN AND TRAP, MUST BE INSTALLED AND
COMPLETELY STABILIZED PRIOR TO ANY FURTHER LAND DISTURBING
��
%
�t
FROM THESE MEASURES ONCE THE SEDIMENT HAS
FILLED APPROXIMATELY 50% OF THE MEASURES
STOCKPILE UNLESS FURTHER CONSTRUCTION ACTIVITY WILL
ACTIVITIES ON THE SITE. SHOULD SITE CONDITIONS CHANGE OR IF
(ti
VOLUME.
OCCUR ON THE STOCKPILE WITHIN 21 DAYS.
TREE PROTECTION FENCE FOR AREAS THAT ARE NOT
SITE INSPECTIONS REVEAL THE ESCAPE OF SEDIMENT FROM THE SITE,
ALL SUB -CONTRACTORS SHALL
0
12. FINAL LANDSCAPING -ESTABLISHMENT OF GROUND
4• INSTALL
A MODIFICATION TO OR ADDITIONAL SEDIMENT AND EROSION CONTROL
.
0
COVER.
INITIALLY ACCESSIBLE ONCE THE GRADING TO THE POINT OF
MEASURES MUST BE INSTALLED IMMEDIATELY. IF NOT IMMEDIATELY IT
CONTACT MISS UTILITY NORTH
o
13. ONCE ALL CONTRIBUTING DRAINAGE AREAS TO THE
THE
TREE PROTECTION HAS BEEN REACHED.
5. MAINTAIN ALL SEDIMENT AND EROSION CONTROL MEASURES UNTIL
MUST BE INSTALLED PRIOR TO THE NEXT ANTICIPATED RAINFALL
CAROLINA 81 OR 1-SOD-632-4949
STORM WATER RUNOFF
LEVEL SPREADERS HAVE BEEN STABILIZED,
FINAL STABILIZATION IS ESTABLISHED.
EVENT. THE CONTRACTOR SITE SUPERINTENDENT RESPONSIBLE FOR
AT COMPLETION:
8-INCH OPENINGS CAN BE UNCAPPED AND STORM
WATER RUNOFF DIRECTED TO THE LEVEL SPREADERS.
6. THE OWNER AND CONTRACTOR SHALL DESIGNATE AN AREA
SEDIMENT AND EROSION CONTROL MEASURES AT THE SITE, AS WELL
`�
{WWW.i1CS � � .org) TO REQUEST UTILITY
010 = 33,30 n � � � 120150 aoa 45a �/
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14. WHEN CONSTRUCTION IS COMPLETED AND APPROVED
WHERE CONCRETE TRUCKS CAN BE WASHI=D OUT. CONCRETE
AS THE SWPPP, MUST REDLINE ANY CHANGES ON THE PERMITTED
MARKINGS AND LOCATIONS A MINIMUM
V10 = 1.72
N
BY THE OWNER, REMOVE ALL TEMPORARY SEDIMENT
TRUCK WASH OUT AREAS SHALL BE APPROXIMATELY 10-FT BY
SEDIMENT AND EROSION CONTROL PLAN; INDICATING THE DATE
TEMPORARY SKIMMER
025 = 41.02
AND EROSION CONTROL MEASURES AND STABILIZE ALL
10-FT BY 2-FT DEEP AND BE MAINTAINED AS REQUIRED. THE
A HIGHLY VISIBLE SIGN TO INDICATE
INSTALLED, MEASURES ADDED, AND OTHER ACTIONS TAKEN, AND
01- TWO (2) BUSINESS DAYS PRIOR i1
FOR SEDIMENT BASIN
V25 - 1.$5 SCALE 1 �� = 150'
v
DISTURBED AREAS BY SEEDING, MULCHING, PAVING,
CONTRACTOR SHALL POST
THIS CONCRETE WASH OUT LOCATION AND DIRECT ALL CONCRETE
SHALL KEEP ALL UPDATES WITH THE SWPPP IN THE CONSTRUCTION
TO COMMENCING ANY WORK ON -SITE. C5.o5
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TRUCKS TO THIS LOCATION.
TRAILER.
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is NORTH POND DESIGN INFOR BUILDING F.F.E. 48.63
I1 r MATION:
�1 f DRAINAGE AREA = 1 1.72 ACRES • SPOT ELEVATION 47.80
I"I 1 ^ " �`, 1 ,1 � ,{ ,'1 PERMANENT POOL ELEVATION = 7.50 VE E TAT E D +
r :
f / PERMANENT POOL SURFACE AREA REQUIRED - 15,363 SQ -FT A. WETLANDS SPECIES PLANTING SHALL BE PLANTED ON THE 10:1 SHELF AS FOLLOWS: PROPOSED CONTOUR �190-`
"._, M NENT P OL PR VIDED = 2 11 SQ-FT
, ;` PER A 0 SURFACE AREA 0 11 _
', - /., f'r; EMPORARY POOL ELEVATION = 8.75 FROMR G IRIS)
j T ELEVATION 7.0 TO 7 5•
W 1- t TEMPORARY POOL VOLUME REQUIRED = 22,674 CU-FT IS VIRGINICA (BLUE FLA TEMPORARY SILT FENCE -SF-
f. .;., TEMPORARY POOL VOLUME PROVIDED 30,493 CU-FT * SCHOENOPLECTUS TABERNAEMONTANI (SOFT STEM BULRUSH)
^� , r. �' 1 O- YR DISCHARGE = 25.63 CFS - FROM ELEVATION 7.5 TO 8.0:
TEMPORARY TREE PROTECTION �r.M..nr. TP �
"_, 10-YR DISCHARGE VELOOITY = 6 74 FPS * EUPATORIADELPHUS MACULATUS SPOTTED TRUMPETWEED)
j #
`,i ,, CLETHRA ALNIFOLIA (SWEET PEPPERBUSH)
'` GROUND LEASE LINE -- ---
, # THE PLANTING RATE SHALL BE A MINIMUM OF 50 PLANTS PER 200-SF (EQUIVALENT TO
2-FT ON CENTER) OF SHELF AREA UNIFORMLY DISTRIBUTED AND MIXED. PLANT SIZE
I . ''. I . �. 11, , / ,`` � � SHALL BE 4-INCH POTS- WETLANDS BOUNDARY � . � +
' .. '.� ``111 - ' t
%` \'f LIMITS OF DISTURBANCE � LOD
(F t 1 B. THE CONTRACTOR SHALL INSTALL AND WATER AS REQUIRED AND MAINTAIN THE
PROPOSED BASE VEGETATED SHELF PLANTINGS UNTIL THE POND HAS BEEN CERTIFIED BY THE ENGINEER
,ar11
ENTRY ROAD OF RECORD. THE CONTRACTOR SHALL REPLACE ANY DEAD PLANTINGS PRIOR TO L07 NUMBER
.
, '% , HANDOVER.
-" / , i£; F BUILDING MATRIX DESCRIPTION
G ,
y .r{ j' R. , _'` I R0510N CONTROL ET AS GROUND LEASE LINEN LIMITS OF SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
1 t 1 EXCELSIOR II E L BLANK
// �:�� tF I 5.0 MANUFACTURED BY MUTUAL INDUSTRIES. INSTALL PER1. DISTURBANCE
``_,� it �r MANUFACTURER'S RECOMMENDATIONS. APPLY / NOTE:
i �aft
,� �'11 k� PERMANENT SEED AND SOIL AMENDMENTS TO GROUND �' I ,_. /
r" / 1.lei` �' ! SURFACE PRIOR TO PLACEMENT OF EROSION CONTROL � ' � � _"_"�� r�>"�'" + �` / ""`', 1. THE CONTRACTOR MAY FIELD ADJUST
�,- :°;' BLANKET. (TYPICAL WHERE HATCHED) '" , ,�_ ' / GRADES FOR THE HOUSE SIDEWALK,
j _,�' E �� _ ._ /
m IV � -1 A MAXIMUM SLOPE OF 10% FOR
' BUT MAX
( �' .` ++ i TEMPORARY TREE / NON ADAPTABLE UNITS AND 5% FOR
l �, t,� , F F ,,.r ^ r �.3.. / PROTECTION /s
f E = z.",-� _ -'= "" ADAPTABLE UNITS MUST NOT BE
/ , I j t{ 1 E i -- " �' L LOD _ 1.04P� LOP ,r: } {TYP) / ♦ /
_ �•05 EXCEEDED.
111. }I " // , , I . 1-1 �Q / 2. INSTALL C125 BN EROSION CONTROL
F � �� -'" )",� O �.� / BLANKET AS MANUFACTURED BY NORTH
s
i � ¢ O MERICAN GREEN ON ALL SLOPES OF
/" _: WETLANDS BOUNDARY
/ A
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t_ °"� �� ti0 + �O� A X. 4:1 AND STEEPER. INSTALL PER
t, t J ti �,-. ".r -`E
F, � \ i r 16 / MANUFACTURERS RECOMMENDATIONS.
i - � - E �' PLY SEED AND SOIL AMENDMENTS
. k_
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.
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% ;'r -� + r CEMENT OF EROSION CONTROL
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'r ,,, ; /, .: pp / o (TYP) c5.a5 PLACEMENT
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. �. f �111_j t r : V'• y _. _ � N :' . ' ." /��/,� 3. UPON COMPLETION OF CONSTRUCTION
y
". i:... -.... , , i ? r r 1 i f , t I ;' ; °.. ...: , i" Q t , -::,, l,.r '""., , ,_ " i F' '� f. T 1 P
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�.� r ,, , ,'� ,� ,` j } ti�Q , / ' _ . A I - :' 1 5.0 SEDIMENT TRAP, THE CONTRACTO
R
. f f ; 1 SHALL REMOVE ALL UNSTABLE
f f, F: i B'0
'I I r=} LANDLOK 300 TURF REINFOR EMENT
.............. I..-„- w_\f ,f at i ''r : fi,l f , $ �.. f :,. 'F " F M �y f .i %'.
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SEDIMENT AT SAID AP, GRADE THE
�� f p a1 MATTING A5 MANUFACTURED Y
� ' , r i ; i 1 5 AREA TO ITS END STATE CONDITION AS
0
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, / LOD f SHOWN ON THESE GRADING PLANS
F`
k, f W �r ,
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. p TP :. E ,", E AND STABILIZE THE TEMPORARY
Co L
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E %. ,:1. TP M A A.
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O
1.cJ` 12..40 i j .�
a" x. y 4.
O 1 :.. . , r/ ; ,.% ,., THE LOCATION OF THE 18 SANITARY
re . - 20 :, ,
MATTING. TYPICAL WHERE H CWED v �P ; W
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' ER FORCE MAIN W FROM
, SEW AS TAKEN FR _ o r
,: " _19 ,- ;,.1
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G
�-; ,' ; _ s ,'� 1 ; %" �' + , > k:a� w'�-' .' - NAVY AND ITS LOCATION SHOULD B E
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; CJ AZ 18 ,>-' r' cv. r CONSIDERED AS APPROXIMATE. THE
_., av SWEET. �r r.
3 J , O ,,� ' � 1 CONTRACTOR SHALL FIELD VERIFY THE
r ;_ �� Q I T ti r3 t8 EXACT LOCATION OF THE FORCE MAIN
r r# LLnn
_ ",
,, O -_ _- _9 _ _ -' 1 , APPROXIMATE LOCATION AND REPORT ANY DISCREPANCIES TO
�, -
, LO f_". o
,i I-- J' 20 %` OF MEAN HIGH WATER E OWNER IMMEDIATELY. THE
f, P 4
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l� t' 14 13 TYp. CONTRACTOR SHALL MAINTAIN
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NOTE:
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BUT A MAXIMUM SLOPE OF 10% FOR
NON ADAPTABLE UNITS AND 5% FOR
ADAPTABLE UNITS MUST NOT BE
EXCEEDED.
2. INSTALL C125 BN EROSION CONTROL
BLANKET AS MANUFACTURED BY NORTH
AMERICAN GREEN ON ALL SLOPES OF
4:1 AND STEEPER. INSTALL PER
MANUFACTURERS RECOMMENDATIONS.
APPLY SEED AND SOIL AMENDMENTS
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3. UPON COMPLETION OF CONSTRUCTION
AND FINAL STABILIZATION OF THE
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SHALL REMOVE ALL UNSTABLE
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AREA TO ITS END STATE CONDITION AS
SHOWN ON THESE GRADING PLANS
AND STABILIZE THE TEMPORARY
SEDIMENT TRAP AREA.
4. THE LOCATION OF THE 18" SANITARY
SEWER FORCE MAIN WAS TAKEN FROM
GIS DRAWINGS AS PROVIDED BY THE
NAVY AND ITS LOCATION SHOULD BE
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AND REPORT ANY DISCREPANCIES TO
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BUILDING F.F.E. 48.63
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BUILDING MATRIX DESCRIPTION
SEE SHEET CS—•1.01 FOR LOT/BUILDING MATRIX TABLE
NOTE:
1. THE CONTRACTOR MAY FIELD ADJUST
GRADES FOR THE HOUSE SIDEWALK,
BUT A MAXIMUM SLOPE OF 10% FOR
NON ADAPTABLE UNITS AND 5% FOR
ADAPTABLE UNITS MUST NOT BE
EXCEEDED.
2. INSTALL C125 BN EROSION CONTROL
BLANKET AS MANUFACTURED BY NORTH
AMERICAN GREEN ON ALL SLOPES OF
4:1 AND STEEPER. INSTALL PER
MANUFACTURERS RECOMMENDATIONS.
APPLY SEED AND SOIL AMENDMENTS
TO GROUND SURFACE PRIOR TO
PLACEMENT OF EROSION CONTROL
BLANKET.
S. UPON COMPLETION OF CONSTRUCTION
AND FINAL STABILIZATION OF THE
DRAINAGE AREA TO THE TEMPORARY
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SHALL REMOVE ALL UNSTABLE
SEDIMENT AT SAID TRAP, GRADE THE
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SHOWN ON THESE GRADING PLANS
AND STABILIZE THE TEMPORARY
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CONSIDERED AS APPROXIMATE. THE
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DRAINAGE AREA = 14.92 ACRES
PERMANENT POOL ELEVATION = 2.50
PERMANENT POOL SURFACE AREA REQUIRED = 19,114 SQ-FT
PERMANENT POOL SURFACE AREA PROVIDED = 23,098 SQ-FT
TEMPORARY POOL ELEVATION = 3.80
TEMPORARY POOL VOLUME REQUIRED = 31,433 CU-FT
TEMPORARY POOL VOLUME PROVIDED = 34,696 CU-FT
10-YR DISCHARGE = 33.30 CFS
10-YR DISCHARGE VELOCITY = 7.24 FPS
1�LEVEL SPREADER
1 LANDLOK 300 TURF REINFORCEMENT
'•0 MATTING AS MANUFACTURED BY
PROPEX GEOSYNTHETICS. INSTALL PER
MANUFACTURERS RECOMMENDATIONS.
APPLY SEED AND SOIL AMENDMENTS
TO GROUND SURFACE PRIOR TO
PLACEMENT OF TURF REINFORCEMENT
MATTING. (TYPICAL WHERE HATCHED)
VEGETATED SHELF NOTES:
A. WETLANDS SPECIES PLANTING SHALL BE PLANTED ON THE 10:1 SHELF AS FOLLOWS
- FROM ELEVATION 2.0 TO 2.5:
* IRIS VIRGINICA (BLUE FLAG IRIS)
* SCHOENOPLECTUS TABERNAEMONTANI (SOFT STEM BULRUSH)
- FROM ELEVATION 2.5 TO 3.0:
* EUPATORIADELPHUS MACULATUS (SPOTTED TRUMPETWEED)
* CLETHRA ALNIFOLIA (SWEET PEPPERBUSH)
THE PLANTING RATE SHALL BE A MINIMUM OF 50 PLANTS PER 200--SF (EQUkALENT TO
2-FT ON CENTER) OF SHELF AREA UNIFORMLY DISTRIBUTED AND MIXED. PLANT SIZE
SHALL BE 4-INCH POTS.
B. THE CONTRACTOR SHALL INSTALL AND WATER AS REQUIRED AND MAINTAIN THE
VEGETATED SHELF PLANTINGS UNTIL THE POND HAS BEEN CERTIFIED BY THE ENGINEER
OF RECORD. THE CONTRACTOR SHALL REPLACE ANY DEAD PLANTINGS PRIOR TO
HANDOVER.
11 1
PROPOSED FEATURES LEGEND
STORM PIPE & INLET
BUILDING F.F.E. 48.63
SPOT ELEVATION + 47.80
PROPOSED CONTOUR �1gp�1
TEMPORARY SILT FENCE �SF +�
TEMPORARY TREE PROTECTION -'Ip
GROUND LEASE LINE - -
WETLANDS BOUNDARY �+•
LIMITS OF DISTURBANCE LOD
LOT NUMBER
BUILDING MATRIX DESCRIPTION
SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
NOTE:
1. THE CONTRACTOR MAY FIELD ADJUST
GRADES FOR THE HOUSE SIDEWALK,
BUT A MAXIMUM SLOPE OF 10% FOR
NON ADAPTABLE UNITS AND 5% FOR
ADAPTABLE UNITS MUST NOT BE
EXCEEDED.
2. INSTALL C125 BN EROSION CONTROL
BLANKET AS MANUFACTURED BY NORTH
AMERICAN GREEN ON ALL SLOPES OF
4:1 AND STEEPER. INSTALL PER
MANUFACTURERS RECOMMENDATIONS.
APPLY SEED AND SOIL AMENDMENTS
TO GROUND SURFACE PRIOR TO
PLACEMENT OF EROSION CONTROL
BLANKET,
3. UPON COMPLETION OF CONSTRUCTION
AND FINAL STABILIZATION OF THE
DRAINAGE AREA TO THE TEMPORARY
SEDIMENT TRAP, THE CONTRACTOR
SHALL REMOVE ALL UNSTABLE
SEDIMENT AT SAID TRAP, GRADE THE
AREA TO ITS END STATE CONDITION AS
SHOWN ON THESE GRADING PLANS
AND STABILIZE THE TEMPORARY
SEDIMENT TRAP AREA.
4. THE LOCATION OF THE 18" SANITARY
SEWER FORCE MAIN WAS TAKEN FROM
GIS DRAWINGS AS PROVIDED BY THE
NAVY AND ITS LOCATION SHOULD BE
CONSIDERED AS APPROXIMATE. THE
CONTRACTOR SHALL FIELD VERIFY THE
EXACT LOCATION OF THE FORCE MAIN
AND REPORT ANY DISCREPANCIES TO
THE OWNER IMMEDIATELY. THE
CONTRACTOR SHALL MAINTAIN
CONTINUITY OF EXISTING SANITARY
SEWER FORCE MAIN AT ALL TIMES AND
PROTECT THE FORCE MAIN AS
REQUIRED.
5. ALL CONSTRUCTED SLOPES GREATER
THAN 3-FT IN HEIGHT SHALL BE
"TRACKED" PER DETAIL 8 ON SHEET
C-5.05.
ALL SUB -CONTRACTORS SHALL
CONTACT MISS UTILITY NORTH
CAROLINA 811 OR 1-800-632-4949
(www.nc8ll.oirg) TO REQUEST UTILITY
MARKINGS AND LOCATIONS A MINIMUM
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BUILDING F.F.E. 46.fi3
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TEMPORARY TREE PROTECTION � Tp
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BUILDING MATRIX DESCRIPTION
SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
_:; - ,.� NOTES:
1. REFER TO SHEET CG-1.03 FOR
ADDITIONAL INFORMATION ON THE STORM
WATER STRUCTURES AND PIPES.
2. REFER TO SHEETS C-5.02 & C--5.03
FOR DETAILS ON STORM WATER
STRUCTURES AND INSTALLATION -
HEADWALL, JUNCTION BOX, CURB INLETS,
CATCH BASIN, AND PIPES.
3. THE CONTRACTOR MUST UNCOVER ALL
POINTS OF CONNECTION BETWEEN
EXISTING AND PROPOSED STORM WATER
PIPES AND STRUCTURES PRIOR TO
COMMENCING ANY WORK ON THE STORM
WATER SYSTEM OR ORDERING ANY
MATERIALS OR STRUCTURES. THE
CONTRACTOR SHALL INFORM THE OWNER
IMMEDIATELY IF CONDITIONS ARE
DIFFERENT FROM AS SHOWN ON THESE
CONSTRUCTION DOCUMENTS.
4. AT UNITS 212, 213, 214, 217, 218,
219, 221, 502, 503, 504, 505, 506,
507, 601, 602 & 603, CONNECT REAR
YARD DOWNSPOUTS TO STORM
STRUCTURES IN REAR YARD AS
REQUIRED. PROVIDE A CLEANOUT ON
CONNECTION 5-FT. FROM DOWNSPOUT
FOR MAINTENANCE. REFER TO DETAIL 9,
SHEET C-5.04 FOR DETAILS.
ALL SUB —CONTRACTORS SHALL
CONTACT MISS UTILITY NORTH
CAROLINA 811 OR 1-800-632-4949
(www.nc8ll.org) TO REQUEST UTILITY
MARKINGS AND LOCATIONS A MINIMUM
OF TWO (2) BUSINESS DAYS PRIOR
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PROPOSED FEATURES LEGEND
STORM PIPE & INLET
BUILDING F.F.E. 48.63
SPOT ELEVATION + 47.80
PROPOSED CONTOUR
TEMPORARY SILT FENCE —SF
TEMPORARY TREE PROTECTION � TIP rr rrtrw+
GROUND LEASE LINE --- —
WETLANDS BOUNDARY.
LIMITS OF DISTURBANCELOD ..�
LOT NUMBER
BUILDING MATRIX DESCRIPTION
SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
NOTES:
1. REFER TO SHEET CG-1.03 FOR
ADDITIONAL INFORMATION ON THE STORM
WATER STRUCTURES AND PIPES.
2. REFER TO SHEETS C--5.02 & C-5.03
FOR DETAILS ON STORM WATER
STRUCTURES AND INSTALLATION -
HEADWALL, JUNCTION BOX, CURB INLETS,
_CATCH BASIN, AND PIPES.
3. THE CONTRACTOR MUST UNCOVER ALL
POINTS OF CONNECTION BETWEEN
EXISTING AND PROPOSED STORM WATER
PIPES AND STRUCTURES PRIOR TO
COMMENCING ANY WORK ON THE STORM
WATER SYSTEM OR ORDERING ANY
MATERIALS OR STRUCTURES. THE
CONTRACTOR SHALL INFORM THE OWNER
IMMEDIATELY IF CONDITIONS ARE
DIFFERENT FROM AS SHOWN ON THESE
CONSTRUCTION DOCUMENTS.
0 10 20 30 40 80 120
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V10 = 1.72
025 = 41.02
V25 = 1.85
MODIFIED HEADWALL
AT LEVEL SPREADER 3
X
PROPOSED FEATURES LEGEND
STORM PIPE & INLET
BUILDING F.F.E. 48.63
SPOT ELEVATION + 47.80
PROPOSED CONTOUR ��90___�_�
TEMPORARY SILT FENCE �SF�
TEMPORARY TREE PROTECTION — TP —
GROUND LEASE LINE — —
WETLANDS BOUNDARY •++•
LIMITS OF DISTURBANCE LOD
LOT NUMBER
BUILDING MATRIX DESCRIPTION
SEE SHEET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
NOTES:
1. REFER TO SHEET CG-1.03 FOR
ADDITIONAL INFORMATION ON THE STORM
WATER STRUCTURES AND PIPES.
2. REFER TO SHEETS C--5.02 & C-5.03
FOR DETAILS ON STORM WATER
STRUCTURES AND INSTALLATION -
HEADWALL, JUNCTION BOX, CURB INLETS,
CATCH BASIN, AND PIPES.
3. THE CONTRACTOR M19 UNCOVER ALL
POINTS OF CONNECTION BETWEEN
EXISTING AND PROPOSED STORM WATER
PIPES AND STRUCTURES PRIOR TO
COMMENCING ANY WORK ON THE STORM
WATER SYSTEM OR ORDERING ANY
MATERIALS OR STRUCTURES. THE
CONTRACTOR SHALL INFORM THE OWNER
IMMEDIATELY IF CONDITIONS ARE
DIFFERENT FROM AS SHOWN ON THESE
CONSTRUCTION DOCUMENTS.
4. AT UNITS 212, 213, 214, 217, 218,
219, 221, 502, 503, 504, 505, 506,
507, 601, 602 & 603, CONNECT REAR
YARD DOWNSPOUTS TO STORM
STRUCTURES IN REAR YARD AS
REQUIRED. PROVIDE A CLEANOUT ON
CONNECTION 5—FT. FROM DOWNSPOUT
FOR MAINTENANCE. REFER TO DETAIL 9,
SHEET C-5.04 FOR DETAILS.
ALL SUB —CONTRACTORS SHALL
CONTACT MISS UTILITY NORTH
CAROLINA 811 OR 1-800-632-4949
(www.nc8ll.org) TO REQUEST UTILITY
MARKINGS AND LOCATIONS A MINIMUM
OF TWO (2) BUSINESS DAYS PRIOR
TO COMMENCING ANY WORK ON —SITE.
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SHEET 39 OF 130
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1 2 3 4 5 6 7 8 9 10 11 12
VARIES
FACE OF CURB PAVEMENT FACE OF CURB
FACE OF CURB
BACK OF CURB 2' V EDGE OF PAVEMENT -,,,VARIES VARIES EDGE OF PAVEMENT
Ln o.s � -
CONCRETE SIDEWALK
s• o.0 4" CONCRETE 3aaa PSI) (WHERE SHOWN ON CONCRETE
Qo- REINFORCED WITH SITE LAYOUT DRAWINGS) CURB AND GU ER
6 x6-W2.9xW2.9 WWF
W/MESH CHAIRS. 2% (SEE DETAIL THIS SHEET}
2%
2% 2% MAX. 1
MIN. 3' DEEP TACTILE WARNING SLOPE ; CUT
a „ ___,1 _, = t -jt� u
STRIP. MATCH SIDEWALK WIDTH. 0.50 , 3
PEDESTRIAN MAX' 2.5" ASPHALTIC CONC. SURFACE*
EXPANSION JOINT CROSSWALK FILL CONCRETE SIDEWALK
RAMP TO BE FLUSH AGAINST CURB SLOPE 6" MINERAL AGGREGATE BASE (WHERE SHOWN ON
TRANSITION CURB FROM 6" TO FLUSH AT 24" WIDE STOP BAR (INSTALL ONLY 4" COMPACTED SAND BASE* COMPACTED SITE LAYOUT DRAWINGS)
AT STOP SIGNED CONDITIONS AS COMPACTED SUBGRADE
RAMP OVER 5. (TYP. EACH SIDE) SHOWN ON THE LAYOUT SHEETS.) SUBGRADE EXTEND AGGREGATE A MIN. OF
12" BEYOND THE SACK OF * ASPHALT IN 2 LIFTS. APPLY A TACK COAT BETWEEN LIFTS
NOTES: SECTION A -A CURB ON BOTH SIDES. PER THE SPECIFICATIONS APPLICATION RATE.
1. PEDESTRIAN CROSSWALK, SOLID WHITE MARKINGS PAINTED ON ASPHALT (TYP.)
2. PAINT 12" WIDE STRIPES FOR CROSSWALKS AND 24" WIDE STRIPES FOR STOP BARS AS
INDICATED. USE PORTER TRAFFIC WHITE PAINT OR APPROVED EQUAL. 1/ARIE`* °f.
�j 3. RAMP LENGTH 6 FT. MAX. RAMP SLOPE 1:12 MAX. RAMP CROSS SLOPE 2% MAX. *COMPACTION OF EXISTING
4. MAXIMUM LONGITUDINAL SLOPE ON CROSSWALK AND GUTTER ADJACENT RAMP SHALL BE 24" WIDE STOP BAR (INSTALL ONLY Z'il
' s.a„'.. SAND SUBGRADE IS TYPICAL PAVEMENT SECTION
5% AT STOP SIGNED CONDITIONS AS ALLOWABLE IF ADEQUATE NOT TO SCALE
SHALL BE 2%. SHOWN ON THE LAYOUT SHEETS.) 4' PEDESTRIAN CO3 �CRL-E.' COMPACTION IS ACHIEVED
5. MAXIMUM CROSS SLOPE ON CROSSWALK AND GUTTER ADJACENT TO RAMP CROSSWALK DRI�l WAY
ADJUST CURB & GUTTER SLOPE EITHER SIDE OF RAMP TO ENSURE MAXIMUM CROSS SLOPE 48" MIN. CLEAR SPACE FROM A , /4., A AND IS APPROVED BY THE *COMPACTION OF EXISTING USE 2500 PSI CONCRETE;
BOTTOM OF RAMP TO OUTSIDE N GEOTECHNICAL TESTING
IS NOT EXCEEDED. EDGE OF MARKED CROSSWALK 1' AGENCY. SAND SUBGRADE IS PROVIDE CONTROL JOINTS @ 4' CENTERS
6. THE RAMP CONCRETE SHALL BE 6 THICK.
FACE OF CURB 2' PROVIDE EXPANSION JOINTS @ 24 CENTERS MAXIMUM AND
7. ALL VALVES, MANHOLES OR ANY OBJECT THAT FALLS IN THE SIDEWALK, RAMP OR -y ALLOWABLE IF ADEQUATE
CROSSWALK LOCATIONS SHALL BE MADE FLUSH WITH NO CHANGE IN ELEVATION GREATER BACK OF CURB o.s . �. COMPACTION IS ACHIEVED WHERE SIDEWALKS ABUT RIGID MATERIAL TOPSOIL TO BE
4 AND IS APPROVED BY THE VARIES* PLACED WITHIN 1/2"
TWAN" AND NO OPENING GREATER THAN" AND SHALL BE ADA COMPLIANT. a aQ a **SEE LAYOUT (CS SWEETS) GEOTECHNICAL TESTING OF WALKWAY SURFACE
8. CONSTRUCT A LANDING AT THE TOP OF THE RAMP IF SIDEWALK CONFIGURATION REQUIRES s, o.o =
A CHANGE IN DIRECTION. LANDING AREA SHALL BE MIN. 5'x5' WITH 2% MAX. SLOPE IN ANY �Qp FOR WIDTH AGENCY.
DIRECTION. o.-a SLOPE 2% MAX., 1 % MIN.
PA_ VARIES VARIES (4' MIN. - 6' MAX.) 'ril-1II- Ae -
ao... o RAMP TO BE FLUSH -Ili=III ° 4
PEDESTRIAN CROSSWALK AND : ry. AGAINST CURB PLAN CONTROL JOINT (TYP.) II=I1= -JII=III=11H1
TRANSITION CURB FROM 6" - I=111EI -
TO FLUSH AT RAMP OVER s• NOTE' =�1=1 I r-� -
. MIN. 3 DEEP TACTILE 1�i=I -1�I- NOTE:
INSTALL EXPANSION AND I-III=111�' I- AT SIDEWALK JUNCTIONS,
F8 HANDICAP RAMP TYPE B) 5� (TYP. EACH SIDE) >• " ""s`'v WARNING STRIP -�=T * COMPACTED SUBGRADE THE MAXIMUM SLOPE OF
CONTROL JOINTS PER THE -_ -, I.
NOT TO SCALE EXPANSION JOINT (TYP.) SPECIFICATIONS. * ALL STREET SIDEWALKS ARE 4' THE SIDEWALK SHALL
MIN. 5'x5' LANDING AREA TYPICAL DRIVEWAY ALL NON -ADAPTABLE {NIT (HOUSE) SIDEWALKS ARE 3' NOT EXCEED 2% IN ANY
WITH 2% MAX. SLOPE IN ALL ADAPTABLE UNIT HOUSE SIDEWALKS ARE 4' DIRECTION.
ANY DIRECTION 5 CONCRETE SECTION CONCRETE SIDEWALK
WIDEN SIDEWALK
TO 5' AT LANDING NOT TO SCALE NOT TO SCALE
O U
- Y �
a O
4' 5.5' ui
*COMPACTION OF EXISTING
NOTES: SAND SUBGRADE IS USE 2500 PSI CONCRETE;
E 1. PEDESTRIAN CROSSWALK, SOLID WHITE MARKINGS PAINTED ON ASPHALT (TYP.) PROVIDE CONTROL JOINTS @ 10' ALLOWABLE IF ADEQUATE PROVIDE CONTROL JOINTS @ 4' CENTERS
2. PAINT 12" WIDE STRIPES FOR CROSSWALKS AND 24" WIDE STRIPES FOR STOP CENTERS. PROVIDE EXPANSION COMPACTION IS ACHIEVED PROVIDE EXPANSION JOINTS @
BARS AS INDICATED. USE PORTER TRAFFIC WHITE PAINT OR APPROVED EQUAL. JOINTS @ 1aa' CENTERS MAXIMUM AND IS APPROVED BY THE SIDEWALKS
A MAXIMUM, AND WHERE
3. RAMP LENGTH 6 FT. MAX. RAMP SLOPE 1-.12 MAX. RAMP CROSS SLOPE 2% MAX. AND AT ALL TANGENT POINTS, Slp_WALKS ABUT RIGID MATERIAL. TOPSOIL TO BE
BAGKFILL GEOTECHNICAL TESTING
4, MAXIMUM LONGITUDINAL SLOPE ON CROSSWALK AND GUTTER ADJACENT RAMP BEHIND 6 AGENCY. DRIVEWAY APRONS AND INLETS. VARIES - REFER TO PLANS PLACED WITHIN 1/2"
SHALL BE 5%. CURB TRANSITION FROM CATCH TO OF WALKWAY SURFACE
5. MAXIMUM CROSS SLOPE ON CROSSWALK AND GUTTER ADJACENT TO RAMP SHALL 2"R SPILL CURB OVER 10'-TYPICAL. PAVEMENT SLOPE 2� MAX., 1� MIN.41
BE 2%. ADJUST CURB & GUTTER SLOPE EITHER SIDE OF RAMP TO ENSURE ,-,;,-;, a CATCH CURB
MAXIMUM CROSS SLOPE IS NOT EXCEEDED. " _
6. A MINIMUM OF 48" OF CLEAR SPACE AT THE BOTTOM OF THE CURB RAMP j� 2 R SPILL CURB
SHALL BE WITHIN THE MARKED PEDESTRIAN CROSSING AREA. (ADJUST CROSSWALK NI 4 �� 4000 PSI -
MARKINGS AS REQUIRED.) �11
D 4 4. - CONCRETE
7. THE RAMP CONCRETE SHALL BE 6" THICK.
8. ALL VALVES, MANHOLES OR ANY OBJECT THAT FALLS IN THE SIDEWALK, RAMP OR COMPACTED SUBGRADE*
CROSSWALK LOCATIONS SHALL BE MADE FLUSH WITH NO CHANGE IN ELEVATION �� 1 /2" EXPANSION
GREATER THAN AND NO OPENING GREATER THAN AND SHALL BE ADA JOINT
COMPLIANT.
12 7.5" SEE CONCRETE CURB & GUTTER
4" MINERAL-:724" THIS SHEET
BLANKPEDESTRIAN CROSSWALK AND AGGREGATE
BASE
10 9 HANDICAP RAMP (TYPE A) CONCRETE CURB & GUTTER 3 SIDEWALK AT CURB & GUTTER
NOT TO SCALE NOT TO SCALE NOT TO SCALE
" POLYURETHANE JOINT SEALANT LIGHT BROOM
FINISH *COMPACTION OF EXISTING
SAND SUBGRADE IS a
vARI5S.
a 4 ALLOWABLE IF ADEQUATE RAISED TRUNCATED
a- COMPACTION IS ACHIEVED DOMES TO PROVIDE SCORE JOINTS (TYP,)
AND IS APPROVED BY THE A A TACTILE WARNING 4" WIDE CONCRETE BAND TEXTURED z C6NCE y
�] a. a EXPANSION JOINT CONCRETE VEHICULAR PAVEMENT TYP.
C d GEOTECHNICAL TESTING SURFACE FOR WITH A LIGHT BROOM FINISH (TYP,) bRTy�WAY. (3000 PSI)
(TYP.)
CONCRETE ° AGENCY. O O O O O O O O O 000 0 0 0 0 0 HANDICAPPED a (TYP. THREE SIDES) !!°A CONCRETE SIDEWALK (TYP.)
n INDIVIDUALS. DOME CONCRETE CURB GUTTER -L 7'-ELEV.
SIDEWALK 0000000 000000O ° a(2500 PSI)
00000 0000 AREA TO BE °
000 000 F_ :µ
�k COMPACTED" PREMOLDED JOINT MATERIAL. 00000 O O O O COLORED W/ ASPHALTIC Q3 SIDEWALK
COLORING ROADWAY c ' C 36" }
SUBGRADE EXTEND TO WITHIN 1/2" OF SURFACE. 00000 000
0 0 0 O ADMIXTURE; L.M. PAVEMENT 2 I a s
OOOOOOO OOOOOOO SCOFIELD CO. {: ; BACK OF
EXPANSION JOINT IN PARK AREA COLOR To BE CON- °3 (,g sl°A� cR�o&ED
' TRASTING OF DARK HUSH CONDMON 0 °
A TO LIGHT SURFACE. 0 ` GUTTER +
LIGHT BROOM 1 " DEEP HAND LIGHT BROOM FLUSH SIDEWALK & FINAL COLOR 0 o C' t- 0' ELEV.
FINISH GROOVED JOINT SELECTION TO BE a , . (TYP.)
! FINISH SCORE JOINTS TYP.
PAVEMENT CONDITION SELECTED FROMi-
A PLAN SHOP DRAWING PLAN
SUBMITTAL. EXPANSION JOINT
0'2" 2.35" O.C. EDGE OF PAVEMENT MORTAR JOINTS
I _ {5MM) (0 1/4' WIDTH MAX) „ SIDEWALK SCORE JOINT
B 4 . a (60 MM) 4 CONCRETE CURB & GUTTER CONTINUOUS
d 4 11 3�4" X 11 3/4 DETECTABLE WARNING DRIVEWAY /-SLOPE DOWN FROM TAPER TO 1 1/2" @ DRIVEWAYS
CONCRETE PAVER BY HANOVER WITH CHARCOAL COLOR FRONT OF SIDEWALK
�� to ." OR APPROVED EQUAL
SIDEWALK (3000 PSI) 2.Oi MAX.
�(203
9 CONCRETE CURB &GUTTER _ - - _ ASPHALT PAVEMENT
a 1 1 /2"
' RAISED TRUNCATED ASPHALTIC 36"
CONCRETE PREMOLDED JOINT �k COMPACTED MM)ROADWAYDETAIL DOMES TO BE s xs -w2.9X
' SIDEWALK MATERIAL. EXTEND SUBGRADE PAVEMENT
COMPACTED TO WITHIN " OF FORMED ON THE wwwF
SURFACE OF THE
� `" w/ MESH CHAIRS --'
SUBGRADE SURFACE. CONTROL JOINT CONCRETE WALK. I1- 1 I1=
3� e e 4" CONCRETE S#DEWALK �
CONTRACTOR TO 6" STONE BASE
EXPANSION JOINT z.35" PROVIDE A FORM 6 4" COMPACTED SAND BASE
O.0 CONSTRUCTED TO J COMPACTED SUBGRADE EXPANSION JOINT
NOTE: s,�P I I-- I �- I { I=
THE PATTERN MINERAL I I 1 T j i=1 I I�I I 1" MORTAR SETTING BED NOTES:3000 PSI 6"x6" W2.9 x W2.9 WWF
1. PROVIDE CONTROL JOINTS @ 4' CENTERS. _, SHOWN HEREIN, TO AGGREGATE BASE CONCRETE w/ MESH CHAIRS
4'CONCRETE SLAB REINFORCED
2. PROVIDE EXPANSION JOINTS @ 24' CENTERS AND WHERE SIDEWALKS ABUT RIGID MATERIAL. cl � IMPRINT THE 1. INSTALL EXPANSION AND CONTROL
,� � , � �: WITH 2.9x2.9-5x6 W.W.F.; JOINTS PER THE SPECIFICATIONS.
> 3. PROVIDE EXPANSION JOINTS WITH POLYURETHANE JOINT SEALANT IN PARK AREAS ONLY. JOINT SURFACE OF THE COMPACTED SUBGRADE WEEP HOLES TO BE PROVIDED SECTION A -A
A SEALANT COLOR TO MATCH CONCRETE. REFER TO LANDSCAPE ARCHITECTURAL DRAWINGS FOR PARK SECTION A -A CONCRETE TO AT LOW POINT OF SLAB. * COMPACTION OF EXISTING SAND
LAYOUT AND DETAILS. DESIREDCREATE
PATTERN. SUBGRADE IS ALLOWABLE IF
ADEQUATE COMPACTION IS ACHIEVED
> 4. SIDEWALK SLOPES EXCEEDING 6% SHALL BE FINISHED WITH A BOLTED OR HEAVY BROOM FINISH. AND IS APPROVED BY THE
5. USE ZIP STRIP TO PROVIDE CLEAN EDGE FOR EXPANSION JOINTS IN PARK AREAS ONLY. INSTALL OPTION A OPTION B GEOTECHNICAL TESTING AGENCY.
AND REMOVE PER MANUFACTURER'S RECOMMENDATION.
7
4
DRIVEWAY RAMP SECTION
SIDEWALK JOINTS TACTILE WARNING STRIP NOT TO SCALE
NOT TO SCALE NOT TO SCALE
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varies from 22 x 34
SHEET 79 OF 131
C=5901
L--� I

COORDINATES GIVEN TO
CENTER OF STRUCTURE
MANHOLE FRAME AND GRATE TO BE --
SOLID CASTING JOHN BOUCHARD
AND SONS NO. 1110, NEENAH
NO, R-1922 OR APPROVED EQUAL
STAMP CASTING WITH "STORM SEWER"
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PRECAST CONCRETE
ADJUSTING RING
ASPHALT PAVING
SECTION A-,
N.T.S.
OPENING
A ao A
v 12" WIDE CAST IRON OR
6" MIN, POLYPROPYLENE PLASTIC STEPS
(PROTRUDE 4" MIN. FROM INSIDE:
w FACE OF STRUCTURE)
�a \ -WATERPROOF JOINTS CONSISITNG
PIPE O.D. +I 2' (4' MiN. OF BITUMASTIC/FLEXIBLE PLASTIC
OR RUBBER GASKET PER ASTM C-443
TONGUE & GROOVE
PIPE JOINTS
GROUT PIPE TO SEAL
MANHOLE CONNECTION
11111-11111--I����,,, 1lll,,, �ll��,,,,�
UNDISTURBED EARTH
ALL PRECAST CONCRETE MANHOLE SECTIONS
TO BE ASTM C478, 6" MIN. THICKNESS
WALLS. CONE SECTION TO BE ECCENTRIC
UNLESS OTHERWISE APPROVED BY OWNER
(STEPS NOT SHOWN UNDER FRAME FOR CLARITY)
STORM JUNCTION MANHOLE
COORDINATE GIVEN TO ENS
OF STORM DRAINAGE PIPE
FINISHED GROUN
SURFACE
v ivii,mv€vs, muL ojm, v€ nii ni vvt i LTER FABRIC.
RIP RAP SHALL BE d50=8" WITH A MINIMUM DEPTH OF 12".
TOP OF RIP RAP SHALL BE SET AT FINISHED GRADE.
FILTER FABRIC SHALL BE GEOTEX 601.
E
NOT TO SCALE
SECTION
RADIUS (R) OF CENTERLINE
OF GROUT CHANNEL EQUAL
TO RADIUS (M) OF MANHOLE
g
NOTES:
2-#4
* USE 4000 PSI CONCRETE.
�W
* PROVIDE ALL REINFORCING STEEL
WHICH MEETS ASTM A615 FOR
#4 @ 9„
GRADE 60 WITH 2" MIN. CLEARANCE.
O.C.
* PLACE LIFT- HOLES OR PINS
-
INACCORDANCE WITH OSHA
STANDARD 1926.704•
* PIPE TO BE GROUTED INTO
HEADWALL ON SITE BY
SUB -CONTRACTOR.
* ALL ELEMENTS PRECAST TO MEET
ASTM C913.
* CHAMFER ALL CORNERS 1".
2-#4
* PRECAST HEADWALLS ARE
#4@9"O.C.
ACCEPTABLE IN LIEU OF CONCRETE
CAST IN PLACE HEADWALLS.
* RFFFR TO SHEEN C-5.01 DETAIL 3
FOR HEADWALL TO CONCRETE FLUME
JUNCTION DETAIL.
HEADWALL DIMENSIONS FOR CIRCULAR PIPES
PIPE DIA.
H1
H2
D
W1
W2
UP TO 18"
15"
36
30"
50"
96"
UP TO 30"
24"
48"
42"
62"
120"
UP TO 42"
30"
60"
48"
76"
156"
UP TO 60"
36"
80"
54"
96"
160"
IJP TO 72"
42:
92
66"
108"
176"
HEADWALL DIMENSIONS FOR ELLIPTICAL PIPES
PIPE DIMENSIONS
H1
H2
D
W1
W2
23%14"
8"
36
30"
60"
116"
30"09"
12"
40"
42"
66"
124"
38"x24"
12"
44"
48"
72"
132"
60%38"
18"
60"
60"
96"
166"
WINGED HEADWALL
NOT TO SCALE
D GRADE
ON OF
DR NORTH
k 2.50
)UTH
aT TOP
�•ZEBAY
BERM.
NOTE: PLACE TRM AND RIP RAP FROM ELEVATION 6 IN THE
FOREBAY AREA, ACROSS THE TOP OF THE FOREBAY BERM AND
DOWN THE SLOPE OF THE MAIN POND AREA TO THE BOTTOM OF
THE POND. THE TOE OF THE RIP RAP SLOPE SHALL BE A MINIMUM
OF 2-FT THICK BY 2-FT LONG.
FOREBAY BERM ARMORING
NOT TO SCALE
48" RCP PIPE
TRASH RACK(
INVERT = D
BOTTOM OF WALL = B
WATER QUALITY INLET;
SEE SECTION A -A
CONCRETE WALL„ REINF(
#4 BARS 0 8" E.W. (TI_
REINFORCEMENT INTO HEADWALL)
L�J
-12"Lx8"Wx24"H #4Q4.5"O.C.E.W.
CONCRETE ENERGY CAST ENERGY
PLAN DISSIPATORS REINFORCE SECTION WITH PHEADWALL ATORS INTEGRALLY
WITH #4 BARS HEADWALL REBAR
OMITTED FOR CLARITY.
REFER TO WINGED HEADWALL DETAIL THIS SHEET FOR
HEADWALL DIMENSIONS AND REINFORCEMENT REQUIREMENTS.
ENERGY DISSIPATORS
AT HEADWALL
NOT TO SCALE
A
B
C
D
E
NORTH POND
8.75
7.40
7.50
7.40
2.5"
SOUTH POND
3.80
2.40
2.50
2.40
3.0"
TOP OF WALL =
A
CE
_... = C
ISOMETRIC VIEW
rA
k___,y WALL TO PROVIDE
WATER QUALITY
CONTROL
6' PVC SCREW TYPE PLUG
6" PVC, EXTEND A SUFFICIENT LENGTH AWAY
FROM HEADWALL TO ALLOW PROPER
CONSTRUCTION OF WATER QUALITY INLET
(ESTIMATED 3' BEYOND HEADWALL). SUPPORT
AND SECURE PVC PIPE AS REQUIRED. ENSURE
PVC PIPE IS PLACED AT
CONCRETE WINGED
HEADWALL
6" PVC TEE-
6" PVC CAP WITH ORIFICE HOLE
DRILLED, ORIFICE SIZE = E
ELEVATION = 6-12' BELOW
PLAN SECTION A -A
NOTES:
* HEADWALL SIZE AND REINFORCEMENT NOT SHOWN FOR CLARITY. REFER TO WINGED HEADWALL DETAIL THIS
SHEET FOR SIZE AND REINFORCEMENT REQUIREMENTS.
* USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR GRADE 60 WITH 2" MIN. CLEARANCE.
* PLACE LIFT HOLES OR PINS INACCORDANCE WITh OSHA STANDARD 1926.704.
* PIPE TO BE GROUTED INTO HEADWALL ON SITE BY SUB -CONTRACTOR.
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* CHAMFER ALL CORNERS 1".
5 * PRECAST HEADWALLS ARE ACCEPTABLE IN LIEU OF CONCRETE CAST IN PLACE HEADWALLS.
POND OUTLET STRUCTURE
NOT TO SCALE
FINISHED GRADE
PAVEMENT
BASE
#4 REBARS ON 12"
CENTERS BOTH WAYS
(GRADE 60)
POURED CONCRETE
WALL AND SLAB
(4000 PSI) JF
OUTLET �\
PIPE DIA.+18"
28" MIN
■MENEEKLOIN LII=I
GROUT
VARIES '
(SEE SCHEDULE)
8"
#4 REBARS ON 12"
CENTERS BOTH WAYS 6" MIN. MINERAL
(GRADE 60) AGGREGATE BEDDING
CATCH BASIN
NOT TO SCALE
FRAME AND GRATE TO BE JOHN BOUCHARD &
SONS CO.
MODEL 4330 FOR SINGLE CATCH
BASINS. DOUBLE CATCH BASINS SHALL HAVE
TWO FRAMES & GRATES MODEL 4330. FRAMES
SHALL BE
ADJUSTED TO SUIT CATCH BASIN SIZE
LOCATION
OF TOP OF CASTING
ELEVATION
AND COORDINATE POINT
GROUT
NOTES:
z
1. PROVIDE REDUCER RING
0-
AS NECESSARY TO ACCOMODATE
PROPOSED CASTING. ADJUST
W
STRUCTURE DIMENSIONS AS
n
NECESSARY TO RECEIVE STORM
v
PIPE ON SKEWS.
o
W
9r
2. INSTALL STEPS PER SPECIFICATIONS
Cr
WHEN CATCH BASIN IS MORE THAN
bi
4 FT IN DEPTH. STEPS NOT
S,,
SHOWN FOR CLARITY.
3. PRECAST STRUCTURES ARE
ACCEPTABLE IN LIEU OF POURED
IN PLACE STRUCTURES.
RIP -RAP SIZING
HEADWALL
L
W
BK01
19*
25
BN01
25*
30
BX02
30
40
CA01A
25*
30
CE01
15*
20
CG02
30
40
*EXTEND RIP -RAP TO BOTTOM OF POND.
v U NOTES:
�O 1. FILTER FABRIC SHALL BE GEOTEX 601.
RIP -RAP WITH
FILTER FABRIC. O O OO lA 2. RIP O BE 8" MIN. dWITH A DEPTH OF RIP
SET TOP OF RIP
RAP AS FINISHED 5. TOP OF RIP RAP TO BE AT FINISHED
GRADE. D GRADE.
1
4. INSTALL RIP RAP ALONG SIDES OF
CHANNEL (WHERE APPLICABLE) TO ENSURE
O� A MINIMUM WIDTH OF RIP RAP OF 24'.
_ W 5. INSTALLATION OF RIP --RAP AT
PLAN - - BE EXTENDED FROM THE END OF THE
HEADWALLS AAO1, AM01 & AT01 ARE TO
�-- B HEADWALL, DOWN THE SLOPE TO THE
W BOTTOM OF THE POND_ TOE OF RIP RAP
_7SHALL BE A INCREASED TO A MINIMUM
1-HICKNESS OF 2'.
ix�xIIII=11I11 6• ADD CONCRETE MORTAR MIX TO
0o ll� STABILIZE RIP --RAP AS REQUIRED. THE
- IIII- SUB -CONTRACTOR SHALL ENSURE NO
=11111 I-lIIII-IIIII�_COMNACi E G LOOSE RIP RAP.
FILTER FABRIC SUIGRADE-
SECTION B--I
RIP --RAP AT HEADWALLS
NOT TO SCALE
BACK OF CURB -� NOTES:
PIPL DIA. +18" 1. CASTING FOR CURB AND
6» 28" MIN. 6" i GUTTER SHOWN. SEE DETAIL ON
A -/ 2. CONCRETE SHEET OTO BE 3500 psi
AT 28 DAYS.
w f 3. REINFORCE WITH NO. 4 BARS
-- -- GRADE 60 ® 12" O.C_E.W..
B B 4, POURED IN PLACE BOX OF EQUAL
DIMENSIONS IS ACCEPTABLE.
5. PROVIDE REDUCER RING TO
ACCOMODATE PROPOSED CASTING.
6. DELETE HOOD WHERE INLET
CONFLICTS WITH DRIVEWAY.
7. INSTALL STEPS PER SPECIFICATIONS
WHEN INLET IS MORE THAN
4 FT IN DEPTH. STEPS NOT
A SHOWN FOR CLARITY.
' .AN 6" � IL i
- LOCAFfON OF TOP
�1_ir C;i.�f2Ei
OF CASTING ELEVATION
LOCATION OF TOP OF CAS TINGI f
1 AND COORDINATE
ELEVATION AND COORDINATE --- _
ADJUSTMENT
! C:OURSF_S
MIN SLOPE CD
3/4' PER 12-
-C
*ADJUST STRUCTURE
DIMENSIONS AS 4„ 3'-4" MIN.
NECESSARY TO -�
RECEIVE STORM SEC'.ION A -A SECTION B-B
PIPE ON SKEWS
SINGLE CURB INLET
----- -- - - - NOT TO SCALE
r -3 1 /2"
NOTES:
1. CASTING FOR CURB AND Li A-, BACK
GUTTER SHOWN. SEE ON
SHEET C5.01
-
2. CONCRETE TO BE 3500 psi
AT 28 DAYS._ z_
B
3. REINFORCE WITH NO. 4 BARS
GRADE 60 Ca7 12 O.C.E.W. 2 } cc
_.`51 S/4"
4. POURED IN PLACE BOX OF EQU�:_ C`'
6"
--- - -
DIMENSIONS IS ACCEPTABLE.
-
5. PROVIDE REDUCER RING TO `�
-
ACCOMODATE PROPOSED CASTIN �.
A,
6. DELETE HOOD WHERE INLET
1i
CONFLICTS WITH DRIVEWAY.
7. INSTALL STEPS PER SPECIFICATI-INS
WHEN INLET IS MORE THAN
4 FT IN DEPTH. STEPS NOT
BRICK
__6`
SHOWN FOR CLARITY.
ADJUSTMEEV 1
COURSES A
LOCATION OF TOP OF CASTING
ELEVATION AND COORDINATE
*ADJUST STRUCTURE
DIMENSIONS AS NECESSARY
TO RECEIVE STORM PIPE ON
SKEWS.
3
�OF CURB
Y B
31-3%4"
- 6"
CAST IRON LINTEL
TO BE 1 " X 6" X 38" MIN.
APPROX. WEIGHT 70 Ibs
LOCATION OF TOP OF CASTING
ELEVATION AND COORDINATE
TOP
/--OF CURB
N
Cn
ea 1 a
A� A
>' - 3 1.12" MIN.
` ECTIGv A--,v C; I ION B-B
DOUBLE CURB INLET
NOT TO
MIN. SLOPE
3/4" PER 12"
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Project No'. 20130302
Drawn:
Checked:
Approved:
*Scale:
"use graphic scales if sheet size
varies from 22 x 34
SHEET 80 OF 131
Cm5*02
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HYDRANT BARREL EXTENSION
IF REQUIRED TO BRING HYDRANT
PUMPER OUTLET TO TO PROPER ELEVATION
FACE STREET
SELECTED BACKFILL
(NO ROCK OVER 6")
HYDRANT TO
BE
CAST IRON VALVE BOX COVER
H
VERTICALLY PLUMB
LETTERED WATER
CONCRETE COLLAR
INSTALLATION
SHALL
ADJUSTABLE CAST
COMPLY WITH
LOCAL
IRON VALVE BOX
�"
CODES
INSTALL VALVE EXTENSION
'V
\V
AS REQUIRED
—
1 I!
\V
2"f
MECHANICAL JOINTS =
I—
5-1/4" MIN.
FROM TEE TO FIRE-1
I--
8-1/2" MIN.
HYDRANT
II�II
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6" HYDRANT MECHANICAL CONCRETE
FEED LINE JOINT TEE THRUST
CONCRETE THRUST BLOCK AND SUPPORT PAD. BLOCK
CARE IS TO BE TAKEN WHEN POURING CONCRETE
KICKER SO THAT WEEP HOLES ARE NOT BLOCKED.
CRUSHED STONE TO BE PLACED AROUND FIRE HYDRANT
WEEP HOLES. A MINIMUM OF 7 CU. FT. OF CLEAN STONE
IS REQUIRED. COVER TOP OF CRUSHED STONE DRAIN
AREA WITH BUILDER'S FELT BEFORE BACKFILLING.
NOTE:
F
1. ALL PIPE AND FITTINGS FROM THE TEE
TO THE FIRE HYDRANT SHALL BE D.I.P.
2. FIRE HYDRANTS SHALL BE INSTALLED
NO CLOSER THAN 3—FT AND NO
FURTHER THAN 7—FT FROM THE FACE
OF CURB.
FIRE HYDRANT.
ASSEMBLY COMPLETE
NOT TO SCALE
E
No
PARKING
1. NO PARKING SIGN SHALL BE
ANY
TIME
~
R7-1 PER MUTCD STANDARDS.
2. SIGN SHALL BE LOCATED
2' MIN BEHIND FACE OF CURB
Has 0
0
12
13
COORDINATE WITH SIDEWALK
LOCATION.
SIGN INSTALLATION SHALL BE IN
ACCORDANCE WITH THE LATEST
EDITION OF THE MANUAL OF
UNIFORM TRAFFIC CONTROL
DEVICES.
HOT DIPPED GALVANIZED 3 Ibs/ft MIN.
U—CHANNEL SIGN POST WITH
PREPUNCHED HOLES ON 1" CENTERS.
POSTS SHALL MEET THE LATEST EDITION
OF THE MUTCD BREAKAWAY STANDARDS
CONCRETE I NO NO NO
BASE PARKING PARKING PARKING
(2500 PSI) ANY i ANY ANY
TIME TIME TIME
_�� �► �--►- !i
LEFT RIGHT BOTH
lv� PARKING SIGN
NOT TO SCALE
1. ADVANCED CROSSWALK SIGN SHALL
BE W11-2 AND W16-9p PER MUTCD
STANDARDS.
2. SIGN SHALL BE LOCATED
2' MIN. BEHIND FACE OF CURB.
COORDINATE WITH SIDEWALK
LOCATION.
f 3. SIGN INSTALLATION SHALL BE
AHEAD IN ACCORDANCE WITH THE
LATEST EDITION OF THE
MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES.
HOT DIPPED GALVANIZED 3 Ibs/ft MIN.
U—CHANNEL SIGN POST WITH
PREPUNCHED HOLES ON 1" CENTERS.
POSTS SHALL MEET THE LATEST EDITION
OF THE MUTCD BREAKAWAY STANDARDS
CONCRETE
BASE
(2500 PSI)
ADVANCED CROSSWALK SIGN
NOT TO SCALE
CONCRETE ENCASEMENT 4"
OUTSIDE OF BELL
STANDARD SANITAI
SEWER MANHO
SECTIONS (SEE DETA
SANITARY SEWER
8 DROP MANHOLE
NOT TO SCALE
BRONZE OR PVC CLEANOUT
W/ RECESSED CAP IN LAWN CLEANOUT WITH COVER
AREAS. CAST IRON CLEANOUT
W/ RECESSED CAP IN PAVEMENT 18" X 18" CONCRETE PAD
AREAS. BRONZE CAP TO BE 4" THICK IN GRASSED AREAS
USED IN SIDEWALK AREAS. 8" THICK IN PAVED AREAS
ASPHALT FINISH GRADE
EXTENSION: SAME( —
SIZE AS SEWER —
(UP TO 6"0 MAX.)
SEWER MATERIAL AND
LONG SWEEP 1 /4 BEND SIZE AS REQUIRED
OR COMB. Y AND 1 /8 # 10 TRACER WIRE
BEND (USE REDUCING & MARKING TAPE
TYPE WHERE REQD.)
Q
9
CLEANOUT
NOT TO SCALE
MANHOLE FRAME AND GRATE TO BE
SOLID CASTING JOHN BOUCHARD
AND SONS N0. 1110, NEENAH
N0. R-1922 OR APPROVED EQUAL
COORDINATES GIVEN TO PRECAST CONCRETE RADIUS (R) OF CENTERLINE -
CENTER OF STRUCTURE ADJUSTING RING OF GROUT CHANNEL EQUAL
FINISH GRADE TO RADIUS (M) OF MANHOLE
CONCRETE RING
A t1171,e• ,,,, A I
NON -CORROSIVE FASTENE
FOR TRACER WIRE.
COIL AND SECURE WIRE T0------- 2'-0" OPENING
FASTENER. LEAVE ENOUGH FREE
TO EXTEND 18" ABOVE TOP
OF MANHOLE COVER.
6" MIN.
a W
s w �.
io c
PIPE O.D. +I 2' (4� MIN. ' . J W
s
#10 TRACER WIRE
& MARKING TAPE
AS NEEDED
IIII
=11111=I I l 11=III I I, I, --, -I l i.
ALL PRECAST CONCRETE MANHOLE SECTIONS
TO BE ASTM C478, 6" MIN. THICKNESS
WALLS. CONE SECTION TO BE ECCENTRIC
UNLESS OTHERWISE APPROVED BY OWNER.
MANUFACTURER'S
STANDARD ECCENTRIC
CONE SECTION A -A
N.T.S.
-12" WIDE ALUMINUM ALLOY OR
NO. 3 REINFORCED BAR ENCAPSULATED
IN POLYPROPYLENE STEPS
(PROTRUDE 4" MIN. FROM INSIDE
FACE OF STRUCTURE)
—WATERPROOF JOINTS CONSISITNG
OF BITUMASTIC/FLEXIBLE PLASTIC
OR RUBBER GASKET PER ASTM C-443
-TONGUE & GROOVE
PIPE JOINTS
- #10 TRACER WIRE
& MARKING TAPE
-PIPE OF MANHOLE
CONNECTION
RESILIENT CONNECTOR
PER ASTM C-923
- UNDISTURBED EARTH
NOT TO SCALE
111 SANITARY SEWER MANHOLE
SEE CROSS—SECTION AT RIGHT
LEVEL SPREADER LIP
ELEV. = "A"
SEE TABLE
1' DEPTH?
FINISHED GRADE
CONCRETE RETAINING WALL
SEE CROSS SECTION AT RIGHT
2 ROAD SIGNS (TYP
7
CRO
—3" ABOVE DOWNSTREAM
GRADE ELEVATION
— 12" LAYER OF
STONE, D50=6"
04I
10 11 _ 12
� mania _--- nlMuria
CONCRETE RETAINING WALL GENERAL NOTES
1. The minimum concrete compressive Strength at 28 days shall be 3,500 PSI and shall
comply with ACI 318.
2. Reinforcing steel shall comply with ASTM 615 and shall have a yield strength of 60,000 PSI.
3. Bockfilling against reinforced concrete retaining walls shall not be permitted until the
concrete has reached its 28 day strength. Heavy equipment shall maintain a distance away
from the wall equal to the wall's height. Core shall also be taken to avoid exerting large
impact forces on the wall.
#4@18" o.c.
2"
N
#4018' o.c,
c
.E
d-
N
3"
3' WIDE STRIP OF
FILTER FABRIC
LEVEL SPREADER
NOT TO SCALE
2
1. STOP SIGN SHALL BE R1 —1 (30x3O)
PER MUTCD STANDARDS.
2.SIGN SHALL BE LOCATED 2' MIN.
BEHIND FACE OF CURB.
COORDINATE WITH SIDEWALK
LOCATION.
STREET SIGN 3. SIGN INSTALLATION SHALL BE IN
ACCORDANCE WITH THE LATEST
EDITION OF THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES.
4. WHERE INDICATED ON THE
DRAWINGS, AN ALL —WAY (R1-3P)
STOP PLAQUE SHALL BE PLACED BELOW
THE STOP SIGN AND HAVE A
MINIMUM CLEARANCE TO GROUND
OF 7'.
ALL -WAY 5.WHERE INDICATED ON THE DRAWINGS, STREET
SIGNS SHALL BE MOUNTED ABOVE THE STOP
SIGN. STREET NAME SIGNS (D3-1) SHALL BE
RETROREFLECTIVE WITH WHITE LETTERING (4'
MIN. HT.) ON EACH SIDE ON A GREEN
BACKGROUND PER MUTCD STANDARDS. THE
CONTRACTOR SHALL COORDINATE WITH THE
PROJECT COMPANY REGARDING NEW STREET
NAMES.
HOT DIPPED GALVANIZED 3 Ibs/ft MIN.
U—CHANNEL SIGN POST WITH
PREPUNCHED HOLES ON 1" CENTERS.
POSTS SHALL MEET THE LATEST EDITION
OF THE MUTCD BREAKAWAY STANDARDS
CONCRETE BASE
(2500 PSI)
STOP SIGN
NOT TO SCALE
1. CROSSWALK SIGN SHALL BE W1 1-2
AND W1 fi-7p PER MUTCD STANDARDS.
2. SIGN SHALL BE LOCATED
2' MIN. BEHIND FACE OF CURB.
COORDINATE WITH SIDEWALK
LOCATION.
3. SIGN INSTALLATION SHALL BE
IN ACCORDANCE WITH THE
LATEST EDITION OF THE
MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES.
HOT DIPPED GALVANIZED 3 Ibs/ft MIN.
U--CHANNEL SIGN POST WITH"
PREPUNCHED HOLES ON 1" CENTERS.
POSTS SHALL MEET THE LATEST EDITION
OF THE MUTCD BREAKAWAY STANDARDS
CONCRETE BASE
(2500 PSI)
ALK SIGN
NOT TO SCALE
_$]
Eli
— #4C 13" o.c.
2"
— #4Q12" o.c.
—#4413" o.c.
11"
Level Spreader Requirements
ID#
Elevation (ft)
"A»
Length (ft)
NORTH POND
8,00
100
SOUTH POND
3.10
100
BLANK
COMPACTED
EARTH FILL
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CONCRETE ENCASEMENT
TNOT —TO SCALE —
8» 8..
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CLASS UTILITY
CONCRETE
CONCRETE PROTECTION
1.1r" ASPHALTIC --
CONCRETE SURFACE
12"
MIN.
NOT TO SCALE
EXISTING
NEAT, STRAIGHT
4'-0" MIN. SAWCUT EDGE
12"
1faD1CC MIN.
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6" BITUMINOUS, Project No: 20130302
UNDISTURBED BINDER COURSE
SC+L _ Drawn:
Checked:
Approved:
FULLY COMPACTED *Scale:
_ TRENCH BACKFILL use graphic scales if sheet size
TO BE NO. 57 varies from 22 x 34
II I I III-=1 I I I CRUSHED STONE
SHEET 82 OF 130
PIPE
PAVEMENT REPLACEMENT -
NOT TO SCALE Cm5*O4

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41
rn
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1
Simulaled check Slot placed
every 30 R (9 -1 m) (Max.)
ECBrrRM
Overlap at roll edge
(Typ )
Pin
Longitudinal Edge
Trench
Terminal Trench
o m° a o o Longitudinal Edge Trench
ZZ
60/
initial Trench
j PERSPECTIVE NoTF- For clarity, perspective view does not
show all pins -
FIGURE 1'. INSTALLATION IN CHANNEL
ECBfrRM s+��~ Huw
Coveratl �Qr
Edge ;ce;
Overlappng
Edge
o F
Pi o qiy�
. _ e4
12 in Min. (30Dnrm) (Typ.)
FIGURE 5- OVERLAP AT ROLL END DETAIL
Initial Trench
at Top of Slope
Overt
of
Terminal Tr ,
al Toe of Slor
PERSPECTIVE
FIGURE 10INSTALLATION ON SLOPE
'Note For Glancy, Perspective View does not show all pins
ECBTFRM
Pin
11 51t (45Cmm
(TYPO
3 R (900mm) (Typ.)
FIGURE 6: PIN PATTERN DETAIL
ECBITRM
2RMin
Flow (600 ni
Compacted Mi'• Overlap
Backfill
E �
a
t I
r �
F 4
2 ft (600 mn]
Min Pins
FIGURE 2: INITIAL TRENCH
DOWNSTREAM} DETAIL
ECBITRM
ECBlTRM
Compacted
Backfill 1
1 ft (300 in )
Min
Pins
FIGURE 3LONGITUDINAL EDGE TRENCH DETAIL
30 ft (9.1 m) Max. Typ.
10
O p a
�_ _I t
I 4" Max, t Q - TO O m
(Typ-) O a O .�
o _
O ti O
o-} � [��r�oL
aa. O-- Dom- 4" Max- 1 U
`a t 0 ITYP) D
D O O
Pin (TYP)
FIGURE 7: SIMULATED CHECK SLOT DETAIL
Compacted Backfill
2-3itE
Hinge Point (fi00-900mm) g
Mrn N n
ECB
Face of Slope
(Prepared Subgrade) 12.. (300mm) Min
Pins
FIGURE11 INITIAL TRENCH AT TOP OF SLOPE DETAIL
Face of Slope
(Prepared Suhgracia)
ECB�Compacted Backfill
Top of Side Slope
U6
O
y
O
Covered Edge. 1 ft
Pin
Bottom of Side Slope
FIGURE A: PYRAMAT® HPTRM
OVERLAP AT ROLL EDGE DETAIL
'Note: PyramatO HPTRM Edge ShinglelOvedap placement depends on down slope direction
{i.e ShiWW in the direction of the down slope)
ECBlTRM
2RMin
(O,) Flow
Compacted Backfill
1 C
, . g 9
c
N
2 ft (600mm)
ns Min
FIGURE B: TERMINAL TRENCH
{UPSTREAM). DETAIL
3 ft (0.9m)
6It (1,8.1 3 if (0.9m).A
7
` ' 12 in 000mm)
.1
y�� � 12 in {300mm)
N E
a ` Pins
FIGURE 12: TERMINAL TRENCH AT TOE OF SLOPE DETAIL
TION OF EROSION
POND LOCATION
"A"
"B"
NORTH
7.00
8.00
SOUTH
2.10
3.10
8" PVC PIPE, REFER TO SHE--
CG-4,08 & CG-4.14 FOR P
LENGTH LOCATION ON HEADVi
NORTH POND HAS TWO PIPE'
PROTRUDING FROM SAME SIC
OF HEADWALL
IL 1­1 x 0 YY I,UNk Kr_lL
WALL
PLAN
1.5 in (38 mm) Da.
a
4$
Steel Washer
0,20 in (5 mm) Dia. Steele
FIGURE 9: PIN DETAIL
d
FIGURE 13a - 3:1 Slopes FIGURE 13b - 21 Slopes
1.5 PINSlvdi 2 PINSIyd"2
1.8 PINSlm^2 2-5 PINSIm"2
NOTE: STAPLES f PINS FOR EXCELSIOR II EROSION CONTROL
BLANKET SHALL BE PLACED 1 B" TO 24- ON CENTER.
FIGURE 13. PIN PATTERN DETAIL
REFER TO WINGED HEADWALL DETAIL 8, SHEET C-5.02 FOR
HEADWALL DIMENSIONS AND REINFORCEMENT REQUIREMENTS.
MODIFIED HEADWALL
AT LEVEL SPREADER
NOT TO SCALE
NOT TO SCALE
�I
NOTES:
SITE PREPARATION
INSTALLATION ON A SLOPE
• Grade and compact area of installation. Subgrade shall be
a Figure 10 shows generai installation layout and details for
uniform and smooth. Remove all rocks, clods, vegetation or
installation on a slope.
other objects so the installed mat will have direct contact with soil
. Excavate initial trench 12 in wide x 12 in deep (300 mm x 300
surfacii
mm) minimum 2-3 ft (600-900 mm) over crest of slope (see
• Prepare seedbed by loosening the top 2-3 in (50-75 mm)
Figure 11).
minimum of soil.
• Excavate longitudinal edge trenches 12 in wide x 12 in deep
• incorporate amendments such as lime and fertilizer and/or wet
(300 mm x 300 mm) minimum along both sides of the installation
the soil, if needed.
to bury edges of mat (see Figure 3). The longitudinal edge
• Do not mulch areas where mat is to be placed.
trenches shall be located along the first and last installed rolls.
• Beginning at the downstream end of prevailing winds, place roll
SEEDING
end into the initial trench and secure with pinning devices on 12
• Apply permanent seed mix to soil surface before installing mat.
in (300 mm) centers (see Figure 11) Position adjacent rolls and
Disturbed areas shall be reseeded
secure in trench in same manner. Backfill and compact soil into
• See seeding specifications for seed types and application rates.
trench.
• Unroll mat down the slope over the compacted initlal trench
INSTALLATION IN STORM WATER CHANNELSIGRASSED
• Secure longitudinal edge trench with pinning devices on 12 in
SWALE
(300 mm) centers (see Figure 3).
• Figure 1 shows general installation layout and details for
Continue installation as described above, overlapping adjacent
installation in storm water channels and grassed swales.
rolls as foilows:
• Excavate an initial trench 24 in wide x 24 in deep (600 x 600
A. Roll edge overlap: 6 in (150 nim) minimum overlap with
mm) minimum across the channel at downstream end of project
upstream mat on top. Secure with one row of ground pinning
(see Figure 2). Deeper initial trench and/or hard armoring may
devices on 12 in (300 mm) centers (see Figure 4)
be required in channels that have the potential for scour.
B. Boll end overlap: 12 in (300 mm) minimum overlap with
• Excavate a longitudinal edge trench 12 in wide x 12 in deep (300
upslope mat on top Secure with two rows of ground pinning
x 300 mm) minimum along both sides of the installation to bury
devices staggered 12 in (300 mm) apart on 12 in (300 mm)
edges of mat (see Figure 3). The trench shall be located 24 in
centers (see Figure 5)
(600 mm) minimum over crest of slope.
• Secure mat using suggested ground pinning devices for
• Beginning at the centerline of the channel, place roll end into the
appropriate frequency and pattern shown on the Pin Pattern
initial trench (with 24 in (600 mm) minimum lap) and secure with
Guide (see Figure 13)
pinning devices on 12 in (300 mm) centers (see Figure 2),
• For slope heights greater than 45 ft 113.7 ni install simulated
Position adjacent roils and secure in trench in same manner.
check slots per Figure 7. This method includes placing two
Backfill and compact soil into trench
staggered rows of pins on 4 in (100 mm) centers at 30 ft (9 1 m)
• Unroll mat in the upstream direction over the compacted trench.
intervals (see Figure 7) or across the midpoint of the slope height
• Secure initial trench lap with pinning devices on 12 in (300 mm)
for slope heights less than 60 ft (18 2 m).
centers (see Figure 2).
. Excavate terminal trench 12 in wide by 12 in deep (300 mm x
• Secure longitudinal edge trench with pinning devices on 12 in
300 mm) minimum 12 in (300 mm) from the toe of slope (see
(300 mm) centers (see Figure 3).
Figure 12).
• Continue installation as described above, overlapping adjacent
a Pin, backfill and compact end of mat in terminal trench (see
rolls as follows:
Figure 12). Terminal trench pinning devices should be spaced on
A. Roll edge overlap: 6 in (150 mm) minimum overlap with
12 in (300 mm) centers (see Figure 12).
upslope mat on top. Secure with one row of ground pinning
devices on 12 in (300 mm) centers (see Figure 4).
GROUND PINNING DEVICES
B. Roll end overlap: 12 in (300 mm) minimum overlap with
. Metal pins should be at least 0.20 in i 5 mm) diameter steel with
upstream mat on top. Secure with two rows of ground pinning
a 1 1/2 in (38 mm) steel washer at the head of the pin (see
devices staggered 12 in (300 mm) apart on 12 in (300 mm)
Figure 9). Metal pins should be driven flush to the soil surface.
centers (see Figure 5).
Pins should be between 6-24 in (150-600 mm) long and have
• Secure mat using suggested ground pinning devices for
sufficient ground penetration to resist pullout. Longer pins may
appropriate frequency and pattern shown on the Pin Pattern
be required for looser soils. Heavier metal stakes may be
Guide (see Figure 6).
required in rocky soils. Depending on soil pH and design life of
• For channel reaches longer than 45 ft (13.7 m), install simulated
the pin, galvanized or stainless steel pins may be required.
check slots per Figure 7. This method includes placing two
staggered rows of pins on 4 in (100 mm) centers at 30 ft (9.1 m)
SOIL FILLING
intervals (see Figure 7) or across the midpoint of the channel for
channel lengths less than 60 ft (18.2 m).
•Installed matting shalt be re -seeded and soil -filled.
• Excavate terminal trench 24 in wide x 24 in deep (600 x 600 mm)
• After seeding. spread and lightly rake 1/2 - 3/4 in (12-19 Low) or
minimum across the channel at the upstream end of the project
fine site soil or topsoil into the mat and completely fill the voids
(see Figure 8). Deeper terminal trench and/or hard armoring may
using backside of rake or other flat tool
be required in channels that have the potential for scour.
• If equipment must operate on the mat, make sure it is of the
• Pin, backfill and compact upstream end of mat in terminal trench
rubber -tired type. No tracked equipment or sharp turns are
(see Figure 8). Terminal trench pinning devices should be
allowed on the mat.
spaced on 12 in (300 mm) centers (see Figure 8). Unroll mat in
. Avoid any traffic over the mat if loose or wet soil conditions exist
downstream direction over compacted trench with a minimum 24
in (600 mm) lap. Secure lap with pinning devices on 12 in (300
• Smooth soil -fill in order to just expose the top of matting Do not
mm) centers.
place excessive soil above the mat.
e Irrigate as necessary to establishlmaintain vegetation Do not
Over Irrigate.
/TURF REINFORCEMENT MATTING
#4 9 4.5" O.C.E.W. CAST
WALL INTEGRALLY WITH
HEADWALL. HEADWALL REBAR
OMITTED FOR CLARITY.
8" PVC PIPE INVERT
ELEV. _ "A"
SECTION
NOTE:
REMOVE TEMPORARY SLOPE
DRAIN, SLOPE DRAIN
ANCHORS AND EARTHEN
DAM ONCE THE DRAINAGE
AREA TO THE DRAIN HAS
BEEN COMPLETELY
STABILIZED.
18" HDPE PIPE. ANCHOR
PIPE TO POND SIDE SLOPE
AS REQUIRED.
EXISTING GRADE 1---- EARTHED DAM
EARTHEN DAM
BOTTOM OF POND
6" MIN. /
-- TEMPORARY
DIVERSION SWALE
18" HDPE PIPE
EXISTING GRADE
4 Ml',i.
1� 6" MINT 1
o'
BOTTOM OF TEMPORARY
DIVERSION SWALE
INSTALL A
TEMPORARY ROCK
CHECK DAM 10'
PROPOSED WET POND IN FRONT OF
SIDE SLOPE. EARTHEN DAM.
TEMPORARY SLOPE DRAIN
NOT TO SCALE
P R O> ASS/.
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PROPOSED SLOPES ABOUT
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PER NCDENR AND LEND
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& MANAGEMENT MANUAL
V10' WIDE VEGETATED SHELF. SEE SHEET
CG--4.01 FOR DETAILS.
SECTION 2
NOTE: AFTER FINAL STABILIZATION OF THE SITE, THE CONTRACTOR SHALL VERIFY(
THAT THE BOTTOM ELEVATION OF THE WET POND AND FOREBAY AREA ARE AT A MAXIMUM
ELEVATION OF 1.00. SHOULD THE ELEVATION BE HIGHER THAN 1.00, THE CONTRACTOR
SHALL REMOVE THE BUILT—UP SEDIMENT TO ESTABLISH THIS REQUIRED MAXIMUM ELEVATION.
ANY SEDIMENT REMOVED SHALL BE PROPERLY DISPOSED OF.
NORTH POND GRADING DETAIL
TYPICAL AT LOCATIONS
AROUND POND TO TIE
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TO EXISTING GRADES
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I SEE POND GRADINP DETAIL
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& MANAGEMENT MANUAL
10' WIDE VEGETATED SHELF. SEE SHEETS
CG--4.01 AND CG-4.02 FOR DETAILS.
SECTION 2
NOTE: AFTER FINAL STABILIZATION OF THE SITE, THE SUB -CONTRACTOR SHALL VERIFY
THAT THE BOTTOM ELEVATION OF THE WET POND AND FOREBAY AREA ARE AT A MAXIMUM
ELEVATION OF 879.00. SHOULD THE ELEVATION BE HIGHER THAN 879.00, THE SUB -CONTRACTOR
SHALL REMOVE THE BUILT-UP SEDIMENT TO ESTABLISH THIS REQUIRED MAXIMUM ELEVATION.
ANY SEDIMENT REMOVED SHALL BE PROPERLY DISPOSED OF.
2 POND GRADING DETAIL
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PREPARED BY:
LITTLEJOHN ENGINEERING ASSOCIATES
ENGINEERING • PLANNING . LANDSCAPE ARCHITECTURE- LAND SURVEYING
1935 Twenty -First Avenue South Nashville, Tennessee 37212 Phone [phone]
CAMP LEJEUNE
NORTH CAROLINA
CIVIL SITE DESIGN
KNOX LANDING
R7h,11.t.1�
D S A
planning
landscape architects
graphic designers
Inner Harbor Center
400 E. Pratt Street, Suite 902
Baltimore, Maryland 21202
tel [phone] fax [phone]
www.adsoplon.com
50 NEW HOMES
JANUARY 5, 2011
PERMIT SUBMITTAL
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CAMP LEJEUNE, NORTH CAROLINA
OVERALL
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LITTLEJOHN
ENGINEERING
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ASSOCIATES
ENGINEERING PLANNING
30% SUBMITTAL
1935 TWEN7V-WMAVENUE SOUM
SITE CIVIL DESIGN
NASHVILLE TENNESSEE M12
PHONE 615-M54I WFAX 615-M5.4020
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PROJECT TEAM:
DRAWING INDEX
9
" OWN E R: CIVIL DRAWINGS CIVIL DRAWINGS (cont.)
ATLANTIC MARINE CORPS SHEET # TITLE SHEET # TITLE
COMMUNITIES, LLC C-5.01 SITE DETAILS
GI-0.00 COVER SHEET C-5.02 SITE DETAILS
GI-0.01 SHEET INDEX C-5.03 SITE DETAILS
D/B CONTRACTOR GI-0.02 GENERAL NOTES
C-5.04 SITE DETAILS
ACTUS LEND LEASE, LLC 1801 WEST CD- 1.01 OVERALL SITE DEMOLITION PLAN C-5.05 SEDIMENT AND EROSION CONTROL DETAILS
END AVENUE, SUITE 1700 CD-4.01 DETAILED SITE DEMOLITION C-5.06 SITE & SEDIMENT AND EROSION CONTROL DETAILS
NASHVILLE, TN 37203 CD-4.02 DETAILED SITE DEMOLITION
PHONE (615} 324-8827 C-5.07 BUILDING SECTIONS
FAX [phone] CD-4.03 DETAILED SITE DEMOLITION C-5.08 POND SECTIONS
CD-4.04 DETAILED SITE DEMOLITION
MAIN CONSTRUCTION OFFICE: [phone]
CD-4.05 DETAILED SITE DEMOLITION
CS-I.OI OVERALL SITE LAYOUT LANDSCAPE DRAWINGS
CIVIL ENGINEERING Cs-1.02 COORDINATE BUILDING PAD PLAN
DESIGN TEAM..
. CS-1.03 COORDINATE BUILDING PLAN SHEET # TITLE
CS-4.01 DETAILED SITE LAYOUT L-0.00 SHEET INDEX PLAN
SITE/CIVIL DESIGN CS-4,02 DETAILED SITE LAYOUT L-1.00 SCHEDULES & NOTES
F LITTLEJOHN ENGINEERING ASSOCIATES CS-4.03 DETAILED SITE LAYOUT
L-1.01 LAYOUT PLAN
1935 TWENTY-FIRST AVENUE SOUTH
NASHVILLE, TN 37212 CS-4.04 DETAILED SITE LAYOUT L-1.02 LAYOUT PLAN
PHONE: [phone] CS-4.05 DETAILED SITE LAYOUT L-1.03 LAYOUT PLAN
FAX: [phone] Cc- 1.01 SEDIMENT AND EROSION CONTROL PLAN L-1.04 LAYOUT PLAN
PROJECT MANAGER: THOMAS J. DAVIS, P.E. CG- 1.02 OVERALL GRADING PLAN L-1.05 LAYOUT PLAN
CG-1.03 OVERALL STORM DRAINAGE L-2.01 PLANTING PLAN
LAND PLAN N ER/LAN DSCAPE ARCHITECT CG-4.01 DETAILED GRADING PLAN L-2.02 PLANTING PLAN
EDSA CG-4.02 DETAILED GRADING PLAN L-2.03 PLANTING PLAN
E INNER HARBOR CENTER CG-4.03 DETAILED GRADING PLAN
400 E. PRATT STREET, SUITE 902 L-2.04 PLANTING PLAN
BALTIMORE, MD 21202 CG-4.04 DETAILED GRADING PLAN L-2.05 PLANTING PLAN
PHONE: [phone] CG-4.05 DETAILED GRADING PLAN L-3.01 NEIGHBORHOOD PARK LAYOUT PLAN
FAX: [phone] CG-4.06 DETAILED STORM DRAINAGE PLAN L-3.02 NEIGHBORHOOD PLAYGROUND ENLARGEMENT PLANS
PROJECT MANAGER: CRAIG A. STONER, ASLA CG-4.07 DETAILED STORM DRAINAGE PLAN L-3.03 PLAYGROUND 2 ENLARGEMENT PLAN
CG-4.08 DETAILED STORM DRAINAGE PLAN L-3.04 LAYOUT ENLARGEMENT PLANS
CG-4.09 DETAILED STORM DRAINAGE PLAN L-4.00 UNIT BREAKDOWN
,CG-4.10 DETAILED STORM DRAINAGE PLAN L-4.01 UNIT LANDSCAPE PLAN BT 401A
D CG-4.1 1 STORM DRAINAGE PROFILES LINE "AA" & "AB" L-4.02 UNIT LANDSCAPE PLAN BT 401B
� CG-4.12 STORM DRAINAGE PROFILES LINES 11 AC11 1! , AD" ,Ik AE11 11 & "AM"
L-4.03 UNIT LANDSCAPE PLAN BT 401C
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CG-4.13 STORM DRAINAGE PROFILES LINES "AN","AP", "AT", "AR" & "AS" L-4.04 UNIT LANDSCAPE PLAN BT 402
CP-4.01 ROAD "A" PLAN & PROFILE L-4.05 UNIT FENCE PLAN BT 401 & BT 402
CP-4.02 ROAD "B" PLAN & PROFILE L-5.01 PLANTING DETAILS
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LECxEND CP-4.03 ROAD "C" PLAN & PROFILE L-5.02 SITE DETAILS
o CP-4.04 ROAD "D" PLAN & PROFILE L-5.03 POSTAL PAVILION DETAILS
EXISTING FEATURES LEGEND NOTE: NEW HOMES SHOWN WITH CP-4.05 ROAD "E" PLAN &PROFILE L-5.04 BUS SHELTER DETAILS
C.
CONT7ROIL v M INDICATE HANDICAP ACCESSIBLE CP-4.06 ROAD "F" PLAN & PROFILE L-5.05 LIGHTING & MAIN ENTRY DETAILS
I CWALTECLEAN our HOMES. CP-4.07 ROAD 'IF" PLAN & PROFILE L-5.06 PIER DETAILS
FIRE HYDRANT
3 STORY DRAIN MANHOLE CP-4.08 ROAD "G" PLAN & PROFILE L-5.07 SIGNAGE PLAQUE DETAILS
' sEwER Y"'N0� CU-1.0 l OVERALL UTILITY LAYOUT PLAN L-5.08 FENCE DETAILS
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o CATCH BASIN
o HVAc PUMP CU-1.02 SANITARY SEWER PLAN & PROFILE INDEX L-5.09 PLAYGROUND DETAILS
1"'"�10N B0" CU-4.01 DETAILED SITE UTILITIES L-5.10 SITE DETAILS
`i (GROUND) ATION CU-4.02 DETAILED SITE UTILITIES L-6.00 SCHEDULES AND PLANTING NOTES
r - SPOT ELEVATION
� (CURB/CONCRETE)
% REINFORCED CONCRETE PIPE CU-4.03 DETAILED SITE UTILITIES
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Thomas J. Davis
No. 2901 O ,
JAN 0 7 201
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INCIDENT & INJURY FREE
SIN LESI6H O ACCIDENTE
LIVE SAFE VIVA SEOORO
WORK RAFE TRARAJE SNORO
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Project No: 26300
Drawn:
Checked:
Approved:
'Scale:
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varies from 22 x 34
SHEET 02 OF 98
GI=0.01
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1. THE SUB -CONTRACTOR SHALL CONFORM TO LOCAL CODES, OBTAIN ALL PERMITS AND GIVE ALL NOTICES
REQUIRED FOR EXECUTION OF THE WORK,
2. ALL MATERIALS BEING REMOVED AND NOT RELOCATED UNDER THE NEW CONSTRUCTION, INCLUDING TREES
AND SHRUBS, SIGNS, UTILITY STRUCTURES, ETC., SHALL BE FIRST OFFERED TO THE D/B CONTRACTOR'S Q.C.
REPRESENTATIVE AND IF NOT ACCEPTED SHALL THEN BE PROPERLY DISPOSED OF BY THE SUB -CONTRACTOR.
H 3. THE SUB -CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL CHARTED AND UNCHARTED UTILITIES. TAKE CARE
TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO LOCAL STANDARDS AND AT THE
SUB -CONTRACTOR'S EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY PROVIDER.
14. THE SUB -CONTRACTOR SHALL VERIFY THE UNITS OF DEMOLITION WITH THE D/B CONTRACTOR'S Q.C.
REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK.
5. IN AREAS WHERE EXISTING PAVEMENT, WALKS, OR CURBS ARE TO BE REMOVED, SAW CUT TO PROVIDE A
CLEAN EDGE. COORDINATE EXTENT OF PAVEMENT DEMOLITION WITH THE LIMIT OF NEW IMPROVEMENTS ON THE
SITE LAYOUT PLAN.
6. SUB -CONTRACTOR SHALL COORDINATE PHASING OF THE DEMOLITION WITH THE D/B CONTRACTOR'S Q.C.
REPRESENTATIVE, AND MCB CAMP LEJEUNE DEPARTMENT OF PUBLIC WORKS, AS APPROPRIATE, PRIOR TO
BEGINNING WORK. DISRUPTION OF EXISTING UTILITY SERVICES AND TRAFFIC PATTERNS SHALL BE MINIMIZED TO
THE EXTENT POSSIBLE AND INITIATED ONLY AFTER APPROVAL 1 Y THE MCB CAMP LEJEUNE, DEPARTMENT OF
PUBLIC WORKS AND THE UTILITY PROVIDERS. THE SUB -CONTRACTOR SHALL PREPARE A PLAN FOR APPROVAL BY
THE 0/8 CONTRACTOR AND OWNER INDICATING HOW ALL UTILITIES ARE TO BE DISCONNECTED AND/OR
RECONNECTED INCLUDING POINTS OF CONNECTION, AFFECTED AREAS, LENGTH OF DISRUPTION, ETC. THE
SUB -CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH ALL UTILITY PROVIDERS AS REQUIRED.
7. CAVITIES LEFT BY STRUCTURE REMOVAL SHALL BE SUITABLY BACKFILLED AND COMPACTED IN ACCORDANCE
WITH THESE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE D/B CONTRACTOR'S GEOTECHNICAL
ENGINEER'S RECOMMENDATION.
8. THE SUB -CONTRACTOR SHALL USE WATER SPRINKLING AND OTHER SUITABLE METHODS AS NECESSARY TO
CONTROL DUST AND DIRT CAUSED BY THE DEMOLITION WORK.
9. THE SUB -CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND REMOVAL NECESSARY TO ACCOMPLISH
THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.
10. THE SUB -CONTRACTOR SHALL NOTIFY THE D/B CONTRACTORS QC REPRESENTATIVE IF ANY SUSPECT PIPE
MATERIAL CONTAINING ASBESTOS IS ENCOUNTERED DURING THE DEMOLITION WORK.
11. THE SUB -CONTRACTOR SHALL PRESERVE AND PROTECT SURVEY CONTROL POINTS AND TEMPORARY BENCH
MARKS AND SHALL BE RESPONSIBLE FOR RESETTING ANY DISTURBED CONTROL POINTS OR BENCH MARKS BY A
LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE D/B CONTRACTOR. THE SUB -CONTRACTOR SHALL
CROSS-CHECK THESE SURVEY CONTROL POINTS AND TEMPORARY BENCH MARKS AND MAINTAIN THEM AS LONG
AS POSSIBLE.
12. EXISTING LIGHT STANDARDS BEING REMOVED SHALL BE FIRST OFFERED TO THE D/B CONTRACTOR'S Q.C.
REPRESENTATIVE PRIOR TO DISPOSING OF THEM. COORDINATE LIGHTING DEMOLITION AND LAYOUT WITH THE
ELECTRIC PROVIDER.
13. RELOCATION OF EXISTING PLANT MATERIALS SHALL BE COORDINATED WITH THE D/B CONTRACTOR'S Q.C.
REPRESENTATIVE AND RELOCATED TO A DESIGNATED AREA ON SITE.
14. EXISTING TREES TO BE PRESERVED ARE TO BE BARRICADED BEFORE BEGINNING CONSTRUCTION, IN
ACCORDANCE WITH THESE PLANS, DETAIL NOTES AND DETAIL.
15. NO UTILITY OR STORM SEWER LINES SHALL BE DEMOLISHED OR DISRUPTED UNTIL THE NEW ONES HAVE
BEEN INSTALLED AND ARE PLACED INTO OPERATION.
E 16 THE SUB -CONTRACTOR SHALL COORDINATE HIS WORK WITH UTILITY PROVIDER TO CONSTRUCTING NEW UTILITY
LINES AND/OR DEMOLISHING EXISTING UTILITY LINES.
17. SELECTIVE CLEARING CONSISTING OF REMOVAL OF VINES, SAPLINGS UNDER 1 " DIAMETER AND UNDERBRUSH
SHALL BE PERFORMED IN TREE PRESERVATION AREAS INTERNAL TO THE PROJECT. REFER TO THE TREE
PROTECTION NOTES FOR ADDITIONAL REQUIREMENTS.
18. WHERE WATER UNE AND SEWER UNE ABANDONMENT IS SHOWN ON THE DRAWINGS. THE SUB -CONTRACTOR
MAY ABANDON WATER LINES AND SEWER LINES IN PLACE EXCEPT IN LOCATIONS WHERE A PROPOSE" BUILDING
UNIT WILL BE CONSTRUCTED OVER OR WITHIN 10-FT HORIZONTALLY OF SAID EXISTING LINES. ALL EXISTING
UTILITY AND STORM LINES LOCATED UNDER PROPOSED BUILDING UNITS SHALL BE COMPLETELY REMOVED. ALL
WATER AND SEWER ONES, 4" OR GREATER IN DIAMETER, BEING ABANDONED IN PLACE SHALL HAVE ALL ENDS
PERMANENTLY CLOSED USING A CONCRETE PLUGS AND COMPLETELY FILLED WITH FLOWABLE FILL OR GROUT.
C
NOTES:
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_GENERAL
1. THE SITE LAYOUT IS BASED ON REFERENCE POINTS AS NOTED. HORIZONTAL DATUM IS NC GRID NAD 83,
E
VERTICAL DATUM IS NGVD 29. COORDINATES ARE NORTH CAROUNA STATE PLANE COORDINATES, GIVEN IN FEET.
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2. THE SUB -CONTRACTOR IS TO CHECK ALL EXISTING CONDITIONS. (i.e. GRADES, STORM DRAINAGE INVERTS,
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UTILITY INVERTS, UTILITY ROUTINGS, UTILITY CROSSINGS, PIPE MATERIAL, SIZES AND DIMENSIONS) IN THE FIELD
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. THE SUB -CONTRACTOR SHALL REPORT ANY
I
DISCREPANCIES TO THE D/B CONTRACTOR IMMEDIATELY.
3. THE SUB -CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. TAKE CARE TO
PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO LOCAL STANDARDS AND AT THE
SUB -CONTRACTOR'S EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY PROVIDER.
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4. THE SUB -CONTRACTOR SHALL CONFORM TO ALL CODES LISTED IN THE SPECIFICATIONS AND RECEIVE
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APPROVAL WHERE NECESSARY BEFORE CONSTRUCTION.
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5. WHEREVER UTILITY INSTALLATION REQUIRE REMOVAL OF EXISTING PAVEMENT, PAVEMENT SHALL BE SAWCUT
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AND REPAIRED TO ITS PREVIOUS CONDITION AS REQUIRED 13Y MCBCLDPW.
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6. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. SLIGHT FIELD
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ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY.
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7. DIMENSIONS ARE TO EDGE OF PAVEMENT AND/OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED.
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8. CONCRETE FOR DRIVEWAYS AND SIDEWALKS SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND
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SPECIFCATIONS.
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9. ANY WORK UNACCEPTABLE TO THE D/B CONTRACTOR'S Q.C. REPRESENTATIVE OR TO THE LOCAL GOVERNING
UAUTHORITY
SHALL BE REPAIRED OR REPLACED BY THE SUB -CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE
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D/B CONTRACTOR.
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10. HANDICAP RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1:12 AND MEET THE REQUIREMENTS OF THE
/
AMERICANS WITH DISABIUTES ACT (ADA) AND UNIFORM FEDERAL ACCESSABILTTY STANDARDS (UFAS).
11. THE PROPOSED BUILDINGS SHALL BE LAID OUT UTILIZING THE CONTROL POINTS AND THE ARCHITECTURAL
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DRAWINGS. DIMENSIONS SHOWN TO THE PROPOSED BUILDING ARE CALCULATED TO THE FACE OF EXTERIOR WALL
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SEE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS.
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12. THE SUB -CONTRACTOR SHALL PAVE IN THE DIRECTION OF TRAFFIC.
13. THE SUB -CONTRACTOR SHALL COLD PLANE IN THE DIRECTION OF TRAFFIC.
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14. THE SUB -CONTRACTOR WILL BE REQUIRED TO ADJUST GRADES AT INTERSECTING STREETS, ALLEYS, PUBLIC
ENTRANCES AND PRIVATE DRIVES TO PROVIDE A SMOOTH ROADWAY TRANSITION OR AS DIRECTED BY THE D/B
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CONTRACTOR'S Q.C. REPRESENTATIVE.
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15. ALL ROADWAY AND SIDEWALK CONSTRUCTION SHALL CONFORM TO THE FINAL APPROVED SPECIFICATIONS.
a16.
ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO THE FINAL APPROVED SPECIFICATIONS.
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17. ALL PAVEMENT MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE FINAL APPROVED SPECIFICATIONS.
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I& ANY AND ALL REFERENCES N THESE PLANS AND SPECflCIC110NS {OONSIMM110114 DOCUM IDft TO BRANDED
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PRODUeTS. PROCEDURES OR Pam m PROCESSES ARE ASSUMED TO CNW AN IMI = M7EMENr OF roR
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� maw UNLESS SPE�T[JILLY W= OTHETMM WRH OW PERMITTED.
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19. THE CIVIL SITE CONSTRUCTION SHALL BE IN ACCORDANCE WITH BOTH THE DRAWINGS LISTED ON GI-0.01
AND THE CIVIL KNOX LANDING DIVISION 11 SPECIFICATIONS. MORE RESTRICTIVE SPECIFICATIONS FROM EITHER
SOURCE SHALL SUPERSEDE THE LESS RESTRICTIVE SPECIFICATIONS.
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SITE GRADING & EROSION CONTROL NOTES:
1. THE DISTURBED AREA FOR THIS PROJECT IS APPROXIMATELY 22 ACRES.
2. THE SUB -CONTRACTOR SHALL CONSTRUCT PERIMETER SILT BARRIERS AND SEDIMENT TRAPS
BEFORE BEGINNING LAND DISTURBANCE OPERATIONS IN ACCORDANCE WITH APPROVED STORM WATER
POLLUTION PREVENTION PLAN (SWPPP). THE GRADING SUB -CONTRACTOR SHALL PROVIDE ALL SILT
FENCES, BERMS, CHECK DAMS, CONSTRUCTION ENTRANCES, ETC. AS REQUIRED BY SWPPP. ALL
SEDIMENT AND EROSION CONTROL MEASURES ARE SUBJECT TO BASE ENVIRONMENTAL DEPT.
INSPECTIONS AND ANY CORRECTIONS REQUIRED AS A REQUEST SHALL BE IMPLEMENTED
IMMEDIATELY AT NO ADDITIONAL COST TO D/B CONTRACTOR. ADDITIONAL SEDIMENT AND EROSION
CONTROL NOTES ARE PROVIDED ON SHEET C-5.05.
3. THE ORADM AND ALL GTHER SU MUST REND AND SON
THE LATEST COPY OF 7W STORM WATER POLLUTION PREVENTION PLAN BEFORE LAID DISTURFI ANCE
AICITMTES, WHICH WLL BE KEPT AT THE D/B OONTRACIOWS Q.C. MANAGER'S JOB TRAILER.
4. MULCH AND SEED ALL DISTURBED AREAS WITHIN 21 DAYS OF COMPLETING FINAL GRADING.
THE SUB -CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL
STABILIZATION,
5. THE SUB -CONTRACTOR SHALL REMOVE BUILT UP SEDIMENT FROM ALL DRAINAGE STRUCTURES,
PIPES AND SWALES BEFORE ACCEPTANCE BY D/B CONTRACTOR'S Q.C. REPRESENTATIVE.
6. THE SUB -CONTRACTOR SHALL CLEAN SILT BARRIERS AND SEDIMENT TRAPS WHEN THEY ARE
APPROXIMATELY 50% FILLED WITH SEDIMENT OR AS DIRECTED BY THE D/B CONTRACTOR'S Q.C.
REPRESENTATIVE. SILT BARRIERS SHALL BE REPLACED AS EFFECTIVENESS IS SIGNIFICANTLY
REDUCED, OR AS DIRECTED BY THE D/B CONTRACTOR'S Q.C. REPRESENTATIVE.
7. THE SUB --CONTRACTOR SHALL REMOVE THE TEMPORARY SEDIMENT AND EROSION CONTROL
DEVICES ONLY AFTER A SOLID STAND OF GRASS HAS BEEN ESTABLISHED ON DISTURBED AREAS
AND WHEN IN THE OPINION OF THE D/B CONTRACTOR'S Q.C. REPRESENTATIVE, THEY ARE NO
LONGER NEEDED. A SOLID STAND OF GRASS SHALL BE DEFINED AS A HEALTHY, UNIFORM, CLOSE
STAND OF GRASS, FREE OF WEEDS AND SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90%
OVER ANY 10 SQUARE FEET AND BARE SPOTS NOT EXCEEDING 5 BY 5 INCHES.
8. PROVIDE TEMPORARY CONSTRUCTION ACCESS(ES) AT THE POINT(S) WHERE CONSTRUCTION
VEHICLES EXIT THE CONSTRUCTION AREA IN ACCORDANCE WITH APPROVED SWPPP. MAINTAIN
ROADWAYS FREE OF TRACKED MUD AND DIRT.
9. THE SUB CONTRACTOR SHALL CHECK ALL EXISTING GRADES AND DIMENSIONS IN THE FIELD
PRIOR TO BEGINNING WORK AND REPORT ANY DISCREPANCIES TO THE D/B CONTRACTOR.
10. THE SUB --CONTRACTOR SHALL COMPLY WITH ALL ACTUS LEND LEASE GLOBAL MINIMUM
REQUIREMENTS AND ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT PREVENTION AND
CONSTRUCTION ISSUED BY AGC OF AMERICA, INC. AND THE SAFETY AND HEALTH REGULATIONS OF
CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF LABOR.
11. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS ARE THE RESULT OF AN ENGINEERED
GRADING DESIGN AND REFLECT A PLANNED INTENT WITH REGARD TO DRAINAGE AND MOVEMENT OF
SOIL. SHOULD THE SUB -CONTRACTOR HAVE ANY QUESTION OF THE INTENT OR ANY PROBLEM WITH
THE CONTINUITY OF GRADES, THE D/B CONTRACTOR'S Q.C. REPRESENTATIVE SHALL BE CONTACTED
IMMEDIATELY. ANY CHANGES TO DESIGNED GRADES/ELEVATIONS SHALL ONLY BE MADE WITH PRIOR
WRITTEN APPROVAL OF D/B CONTRACTOR.
12. ALL CUT AND FILL SLOPES SHALL BE 3 HORIZONTAL TO 1 VERTICAL OR FLATTER UNLESS
OTHERWISE INDICATED ON THE PLANS.
13. MINIMUM TANGENT GRADE ON ASPHALT OR CONCRETE PAVING SHALL BE 1.0% UNLESS STATED
OTHERWISE.
14. SUB -CONTRACTOR SHALL CONFORM TO ALL APPLICABLE CODES AND OBTAIN APPROVAL AS
NECESSARY BEFORE BEGINNING CONSTRUCTION.
15. ALL EARTHWORK, INCLUDING THE EXCAVATED SUBGRADE AND EACH LAYER OF FILL, SHALL BE
MONITORED AND APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER, OR HIS REPRESENTATIVE.
16. IF ANY SPRINGS OR UNDERGROUND STREAMS ARE EXPOSED DURING CONSTRUCTION,
PERMANENT FRENCH DRAINS MAY BE REQUIRED. THE DRAINS SHALL BE SPECIFIED AND LOCATED
DURING CONSTRUCTION AS REQUIRED BY THE CONDITIONS WHICH ARE ENCOUNTERED, AND SHALL
BE APPROVED BY THE D/B CONTRACTOR'S Q.C. REPRESENTATIVE.
17. THE GRADING & DRAINAGE PLANS ARE NOT A DETERMINATION OR GUARANTEE OF THE
SUITABILITY OF THE SUBSURFACE CONDITIONS FOR THE WORK INDICATED. A GEOTECHNICAL SOILS
REPORT HAS BEEN PREPARED AND IS AVAILABLE FROM THE D/B CONTRACTOR. DETERMINATION OF
THE SUBSURFACE CONDITION FOR THE WORK INDICATED IS SOLELY THE RESPONSIBILITY OF THE
SUB -CONTRACTOR.
18. THE SUB -CONTRACTOR SHALL TAKE SPECIAL CARE TO COMPACT FILL SUFFICIENTLY AROUND
AND OVER ALL PIPES, STRUCTURES, VALVE STEMS, ETC., INSIDE THE PROPOSED PAVED AREAS TO
AVOID SETTLEMENT. ANY SETTLEMENT DURING THE WARRANTY PERIOD SHALL BE RESTORED BY THE
SUB -CONTRACTOR AT NO ADDITIONAL COST TO THE D/B CONTRACTOR.
19. IN NO CASE SHALL SLOPE, HEIGHT, SLOPE INCLINATION, OR EXCAVATION DEPTH, INCLUDING
TRENCH CONSTRUCTION, EXCEED STANDARDS SPECIFIED IN THE ACTUS LEND LEASE INCIDENT &
INJURY FREE POLICY MANUAL, THE ACTUS LEND LEASE GLOBAL MINIMUM STANDARDS, LOCAL, STATE
AND FEDERAL REGULATIONS, SPECIFICALLY THE CURRENT OSHA HEALTH AND SAFETY STANDARDS
FOR EXCAVATIONS (29 CFR PART 1926) RECOMMENDATIONS REGARDING EXCAVATION MADE IN THE
CURRENT OSHA HEALTH AND SAFETY STANDARD 29 CFR PART 1926 SHALL BE FOLLOWED.
20. DO NOT DISTURB VEGETATION OR REMOVE TREES EXCEPT WHEN NECESSARY FOR GRADING
PURPOSES.
21. STRIP TOPSOIL (AS DEFINED IN THE SPECIFICATIONS) FROM ALL CUT AND FILL AREAS AND
STOCKPILE ON SITE UNTIL DIRECTED BY D/B CONTRACTOR TO RE -INSTALL. UPON COMPLETION OF
GENERAL GRADING, COVER ALL DISTURBED AREAS, TO A MINIMUM DEPTH OF 4". THE
SUB -CONTRACTOR SHALL SUPPLY ADDITIONAL TOPSOIL IF INSUFFICIENT QUANTITIES EXIST ON SITE.
22. TOP OF GRATE ELEVATIONS AND LOCATION OF COORDINATES FOR DRAINAGE STRUCTURES
SHALL BE AS SHOWN ON THE DETAIL, UNLESS NOTED OTHERWISE. THE GRATES SHALL SLOPE
LONGITUDINALLY WITH THE PAVEMENT GRADES.
23. ALL DRAINAGE CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO THE
SPECIFICATIONS.
24. POSITIVE DRAINAGE SHALL BE ESTABLISHED AS THE FIRST ORDER OF WORK AND SHALL BE
MAINTAINED AT ALL TIMES DURING AND AFTER CONSTRUCTION. SOIL SOFTENED BY PERCHED WATER
IN FOUNDATION AND PAVEMENT AREAS MUST BE UNDERCUT AND REPLACED WITH SUITABLE FILL
MATERIALS APPROVED BY THE GEOTECHNICAL ENGINEER. GROUNDWATER INFILTRATION INTO
EXCAVATIONS SHOULD NOT BE EXCEPTED, AND THE WATER SHALL BE REMOVED USING GRAVITY
DRAINAGE OR PUMPING AND DIRECTED TO AN APPROPRIATE SEDIMENT CONTROL MEASURE PRIOR TO
BEING DISCHARGED FROM SITE.
25. FILL SLOPES 3:1 AND GREATER SHALL BE PLACED AND COMPACTED 5' BEYOND PROPOSED
LIMITS AND THEN EXCAVATED BACK TO THE PROPOSED LOCATION.
26. THE LOCATION OF ALL DIVERSION SWALES AND DITCHES SHALL BE FIELD ADJUSTED TO AVOID
TREE PROTECTION ZONES AS MUCH AS POSSIBLE. THE SUB -CONTRACTOR SHALL WALK THE
ALIGNMENT OF THESE SWALES AND DITCHES IN THE FIELD TO VERIFY AVOIDANCE OF TREE
PROTECTION ZONES.
27. SEDIMENT REMOVED FROM SEDIMENT CONTROL STRUCTURES IS TO BE PLACED AT A SITE
APPROVED BY THE D/B CONTRACTOR'S Q.C. REPRESENTATIVE. IT SHALL BE TREATED IN A MANNER
SO THAT THE AREA AROUND THE DISPOSAL SITE WILL NOT BE CONTAMINATED OR DAMAGED BY THE
SEDIMENT IN THE RUN-OFF. COST FOR THIS TREATMENT IS TO BE INCLUDED IN PRICE BID FOR
EARTHWORK. THE SUB -CONTRACTOR SHALL OBTAIN THE DISPOSAL SITE AS PART OF THIS WORK.
28. STOCKPILED TOPSOIL OR FILL MATERIAL IS TO BE TREATED SO THE SEDIMENT RUN-OFF WILL
NOT CONTAMINATE SURROUNDING AREAS OR ENTER NEARBY STREAMS IN MANNER APPROVED BY
BASE ENVIRONMENTAL DEPARTMENT. THE SUB -CONTRACTOR SHALL STABILIZE ALL STOCKPILES
SEVEN DAYS AFTER COMPLETING THE STOCKPILE UNLESS FURTHER CONSTRUCTION ACTIVITY WILL
OCCUR ON THE STOCKPILE WITHIN 15 DAYS.
29. ANY SITE USED FOR DISPOSAL AND/OR STOCKPILE OF ANY MATERIAL SHALL BE PROPERLY
SITE GRADING & EROSION CONTROL NOTES CONT:
PERMITTED FOR SUCH ACTIVITY. IT IS THE RESPONSIBILITY OF THE SUB -CONTRACTOR TO SEE THAT
ALL REQUIRED PERMITS ARE SECURED FOR EACH PROPERTY UTILIZED. A COPY OF THE APPROVED
PERMIT MUST BE PROVIDED TO THE D/B CONTRACTOR'S Q.C. REPRESENTATIVE PRIOR TO
COMMENCEMENT OF WORK ON ANY PROPERTY. FAILURE TO DO SO MAY RESULT IN THE
SUB -CONTRACTOR REMOVING ANY ILLEGALLY PLACED MATERIAL AT HIS OWN EXPENSE. STOCKPILE
AND MATERIAL STAGING AREAS MUST BE APPROVED BY THE BASE TO MAINTAIN A SATISFACTORY
CONSTRUCTION SITE APPEARANCE.
30. IT SHALL BE THE SUB -CONTRACTOR'S RESPONSIBILITY TO WASTE EXCESS EARTH MATERIAL
OFF SITE AT NO ADDITIONAL COST TO THE D/B CONTRACTOR. THE SUB -CONTRACTOR SHALL FIRST
OFFER THE EXCESS MATERIAL TO THE D/B CONTRACTOR. IF NOT ACCEPTED BY THE D/B
CONTRACTOR, THE SUB -CONTRACTOR SHALL DISPOSE OF EARTH MATERIAL OFF SITE. IT SHALL ALSO
BE THE SUB -CONTRACTOR'S RESPONSIBILITY TO IMPORT SUITABLE MATERIAL (AT NO ADDITIONAL
COST TO THE D/B CONTRACTOR) FOR EARTHWORK OPERATIONS IF SUFFICIENT AMOUNTS OF EARTH
MATERIAL ARE NOT AVAILABLE ON SITE.
31. IT SHALL BE THE SUB -CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE D/B
CONTRACTOR'S Q.C. REPRESENTATIVE FOR THE LOCATION AND AVAILABILITY OF THE BORROW PIT, AS
NECESSARY.
32. IT SHALL BE THE SUB -CONTRACTOR'S RESPONSIBILITY TO FOLLOW THE LANDFILL REGULATIONS.
IM.
1. THE SANITARY SEWER SHALL BE OF THE MATERIAL INDICATED ON THE SEWER PLAN AND PROFILE
SHEETS. POLYVI NYLCH LORI DE (PVC) SHALL BE (SDR 35). DUCTILE IRON PIPE (D.I.P.) SHALL BE CLASS 52
AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDENR WASTEWATER GUIDANCE MANUAL.
2. ALL WATER LINES, AND APPURTENANCES SHALL BE OF MATERIALS AND CONSTRUCTION THAT CONFORM
TO THE MCB CAMP LEJEUNE WATER DEPARTMENT REQUIREMENTS AND SPECIFICATIONS.
3. PROVIDE A MINIMUM 30" OF COVER OVER ALL WATER LINES.
4. THE SUB -CONTRACTOR SHALL MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER
LINES AND WATER LINES. WHERE THESE CRITERIA CANNOT BE MET, THE SUB -CONTRACTOR SHALL MAINTAIN
18" VERTICAL SEPARATION BETWEEN WATER AND SEWER LINES.
5. THE SUB -CONTRACTOR SHALL FIELD VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATION OF
EXISTING MANHOLES OR SANITARY SEWER MAINS AT THE POINT OF CONNECTION PRIOR TO THE
COMMENCEMENT OF ORDERING OF MATERIALS OR CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE
D/B CONTRACTOR IMMEDIATELY.
6. THE SUB -CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL CHARTED AND UNCHARTED UTILITIES. TAKE
CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO LOCAL STANDARDS
AND AT THE SUB -CONTRACTOR'S EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY
COMPANY.
7. THE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SEQUENCING OF CONSTRUCTION
FOR ALL UTILITY LINES SO THAT WATER LINES DO NOT CONFLICT WITH SANITARY SEWERS, SANITARY SEWER
SERVICES, STORM SEWERS, OR ANY OTHER UTILITY OR STRUCTURE, EXISTING OR PROPOSED.
8. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. THE
SUB -CONTRACTOR SHALL NOTIFY EACH INDIVIDUAL UTILITY OWNER OF HIS PLAN OF OPERATION IN THE AREA
OF THE UTILITIES. PRIOR TO COMMENCING WORK, THE SUB -CONTRACTOR SHALL CONTACT THE UTILITY
OWNERS AND REQUEST THEM TO PROPERLY LOCATE THEIR RESPECTIVE UTILITY ON THE GROUND. THIS
NOTIFICATION SHALL BE GIVEN AT LEAST THREE (3) BUSINESS DAYS PRIOR TO COMMENCEMENT OF
OPERATIONS AROUND THE UTILITY.
9. BEFORE CONNECTIONS ARE MADE INTO EXISTING UTILITIES, THE NEW LINES ARE TO BE FLUSHED AND
TESTED BY THE SUB -CONTRACTOR IN ACCORDANCE WITH SPECIFICATIONS.
10. ALL TRENCHES CUT IN EXISTING ROADS OR DRIVES SHALL UTILIZE A CLEAN SAW CUT AND SHALL BE
BACKFILLED A MINIMUM OF 12" ABOVE THE PIPE WITH #57 STONE. COMPACTED STRUCTURAL FILL
(INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS) OR #57 STONE CAN BE USED TO BACKFILL THE
REMAINDER OF THE TRENCH TO FINAL SUBGRADE. THE ROAD SHALL BE REPAIRED PER THE CONSTRUCTION
DRAWINGS.
11. THE SUB -CONTRACTOR SHALL REPAIR ALL DAMAGE TO EXISTING FEATURES (i.e. DRIVES, ROADS, YARDS,
LANDSCAPING, ETC...) TO PRE -CONSTRUCTION CONDITION AT NO ADDITIONAL EXPENSE TO THE D/B
CONTRACTOR.
12. THE SUB -CONTRACTOR SHALL PROVIDE ALL HORIZONTAL AND VERTICAL BENDS TO ATTAIN THE
ALIGNMENT INDICATED ON THE PLANS. PROVIDE VERTICAL BENDS WHERE NECESSARY TO ALLOW WATER LINES
TO PASS UNDER OR OVER OTHER UTILITY LINES. (ALL BENDS AND BRACES NEEDED MAY NOT BE SHOWN).
PROVIDE BRACING AND/OR RODDING AT ALL BENDS AND TEES AS REQUIRED BY WATER DEPARTMENT.
13. REDUCED PRESSURE BACKFLOW PREVENTERS (RPBP) OR DUAL CHECK VALVES WILL BE REQUIRED ON
ALL TESTS AND FILL LINES (JUMPER) NEEDED FOR WATER MAIN CONSTRUCTION AND MUST BE APPROVED BY
MCB CAMP LEJEUNE WATER DEPARTMENT.
14. COORDINATE THE EXACT LOCATION OF ALL UTILITIES ENTERING THE BUILDING WITH THE PLUMBING
PLANS.
15. WATER METERS SHALL BE INSTALLED A MINIMUM OF 18" AND A MAXIMUM OF 24" FROM THE TOP OF
THE METER TO PROPOSED FINISHED GRADE.
16. THE SUB -CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT
PREVENTION AND CONSTRUCTION ISSUED BY AGC OF AMERICA.
17. THE SUB -CONTRACTOR SHALL VERIFY REQUIRED PIPE LENGTHS, EXISTING PIPE MATERIAL AND SIZES AS
SHOWN ON PLANS PRIOR TO BEGINNING CONSTRUCTION.
TREE PROTECTION NOTES:
1. IT IS THE D/B CONTRACTORS INTENT TO PRESERVE AS MANY EXISTING TREES AS POSSIBLE.
2. TO ASSURE THE HEALTH AND SURVIVAL OF TREES THAT ARE TO REMAIN, THE FOLLOWING KINDS OF
TREE INJURIES SHALL BE AVOIDED DURING ALL DEVELOPMENT ACTIVITIES:
• MECHANICAL INJURIES TO ROOTS, TRUNK AND BRANCHES;
• INJURIES BY CHEMICAL POISONING;
• INJURIES BY GRADE CHANGES;
• INJURIES BY EXCAVATIONS; AND
• INJURIES BY PAVING.
3. THE TREE PROTECTION ZONE (TPZ) SHALL BE A CIRCULAR -SHAPED PROTECTION AREA ESTABLISHED
AROUND EACH TREE. TREE SAVE ZONES SHALL BE TPZs AROUND CLUMPS OR GROUPS OF TREES
TO REMAIN AS INDICATED ON THE DRAWINGS.
• IF THE TREE'S DRIP LINE IS LESS THAN TEN FEET, THE PROTECTION ZONE SHALL BE TEN FEET.
• IF THE TREE'S DRIP LINE IS MORE THAN TEN FEET, THE PROTECTION ZONE SHALL BE THE FULL
EXTENT OF THE DRIP LINE OF THE TREE, WHERE FEASIBLE.
• IF THE DRIP LINE ENCROACHES INTO IMPERVIOUS AREAS (PAVEMENTS, BUILDINGS, ETC.) THE
LIMIT SHALL BE THE PERVIOUS AREA OF THE TREE'S DRIP LINE. SHOULD THE PROJECT
INVOLVE DEMOLITION ACTIVITIES, THE TPZ SHALL BE ADJUSTED IMMEDIATELY AFTER DEMOLITION
ACTIVITIES AROUND THE TREE TO ENCOMPASS THE ENTIRE DRIP LINE.
• IF TREES ARE CLUMPED OR GROUPED TOGETHER, THE PROTECTION ZONES SHALL EXTEND TO
THE FULL EXTENT OF THE OUTER DRIP LINE OF THE GROUP, NOT EACH INDIVIDUAL TREE.
• THE CONFIGURATION OF THE TREE PROTECTION ZONE MAY BE ADJUSTED UPON RECOMMENDATION
AND APPROVAL OF THE D/B CONTRACTOR AND UPON VERIFICATION THAT MEASURES WILL BE
TAKEN DURING DEMOLITION AND / OR CONSTRUCTION TO PROTECT THE WELL-BEING OF THE
TREE.
4. TPZs SHALL ENCROACH ON AREAS TO BE PAVED OR GRADED UNTIL PAVING AND / OR GRADE
ADJUSTMENT ACTIVITIES BEGIN. ONLY THEN SHALL BARRICADES BE MOVED TO MAINTAIN THE MAXIMUM
TPZ THAT WILL NOT ENCROACH ON THE PLANNED
NE CONSTRUCTION. REMOVAL OF BARRICADE SHALL
OCCUR ONLY AFTER ALL WORK IS COMPLETED, OR AS DIRECTED BY THE D/B CONTRACTOR'S Q.C.
REPRESENTATIVE. �;-,C.�.4
J,AN G 7 2011
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TREE PROTECTION NOTE_ CO NT:
5. CONSTRUCTION ACTIVITIES, EXCEPT THOSE SPECIFICALLY INDICATED ON THE
DRAWINGS, ARE PROHIBITED WITHIN THE TPZ. PROHIBITED ACTMTIES INCLUDE, BUT
ARE NOT LIMITED TO, THE FOLLOWING:
-PARKING OF VEHICLES OR EQUIPMENT, STORAGE OF BUILDING OR CONSTRUCTION
MATERIALS, REFUSE, OR SOIL STOCKPILES, OR DUMPING OF ANY POISONOUS
MATERIAL ON OR AROUND TREES AND THE TPZ. POTENTIALLY POISONOUS
MATERIALS MAY INCLUDE, BUT ARE NOT LIMITED TO: PAINT, PETROLEUM
PRODUCTS, CONCRETE, STUCCO MIX, DIRTY WATER, OR ANY OTHER MATERIAL THAT
MAY BE DEEMED HARMFUL TO THE GROWTH AND VIABILITY OF THE TREE.
• THE USE OF A TREE AS A BACKSTOP, WINCH SUPPORT, ANCHORAGE, AS A
TEMPORARY POWER POLE, SIGNPOST, OR SIMILAR FUNCTION.
• CUTTING OF A TREE'S ROOTS EXCEPT AS SPECIFICALLY DESCRIBED HEREIN.
• SOIL DISTURBANCE OR GRADE CHANGE. GRADE CHANGES UNDER SPECIFICALLY
APPROVED CIRCUMSTANCES SHALL NOT ALLOW MORE THAN 6-INCHES OF FILL
SOIL OR ALLOW MORE THAN 4-INCHES OF EXISTING SOIL TO BE REMOVED FROM
NATURAL GRADE. FILLS GREATER THAN 6--INCHES SHALL INCORPORATE AN
APPROPRIATE APPROVED PERMANENT AERATION SYSTEM, PERMEABLE MATERIAL, OR
OTHER APPROVED AERATION MITIGATION.
6. WHEN CONSTRUCTION ACTIVITIES ARE PROPOSED WITHIN THE TPZ, THE FOLLOWING
MEASURES SHALL BE INCORPORATED:
• MULCH: SHOULD CONSTRUCTION ACTIVITIES BE PROPOSED WITHIN THE FENCED
TPZ , WOOD CHIPS SHALL BE SPREAD WITHIN THE TPZ TO A DEPTH OF 4 TO 6
INCHES, LEAVING THE TRUNK AND ROOT FLARE CLEAR OF MULCH. THIS WILL AID
IN INADVERTENT SOIL COMPACTION AND MOISTURE LOSS. MULCH SHALL BE
UNTREATED SHREDDED WOOD. THE TPZ SHOULD BE RE-ESTABLISHED
IMMEDIATELY FOLLOWING THE CONSTRUCTION ACTIVITIES.
•ROOT BUFFER: WHERE AREAS OF THE TPZ CANNOT BE FENCED, A TEMPORARY
ROOT BUFFER IS REQUIRED AS SOON AS CONSTRUCTION ACTIVITIES COMMENCE
AND SHALL COVER THE ENTIRE ROOT ZONE. THE ROOT BUFFER SHALL REMAIN
IN PLACE AT THE SPECIFIED THICKNESS UNTIL THE FINAL GRADING PHASE. THE
ROOT BUFFER SHALL CONSIST OF SHREDDED WOOD CHIPS SPREAD OVER THE
TPZ AT A MINIMUM DEPTH OF 6-INCHES AND A LAYER OF 3/4-INCH CLEAN
WASHED GRAVEL OF SUFFICIENT DEPTH TO STABILIZE A 3/4-INCH PLYWOOD SHEET
PLACED ATOP THE GRAVEL. PROHIBITIVE ACTIVITIES LISTED ABOVE SHALL BE
ENFORCED.
7. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES, INCLUDING INITIAL
SITE CLEARING, THE SUBCONTRACTOR SHALL ENCLOSE THE ENTIRE TPZ WITH A
MINIMUM 48-INCH TALL ORANGE CONSTRUCTION FENCING SECURED USING METAL
T-POSTS SPACED NOT MORE THAN TEN FEET ON -CENTER. EACH TPZ SHALL BE
IDENTIFIED WITH A TEMPORARY SIGN OR SIGNS TO CLEARLY DEMARCATE THE EXTENT
OF THE ZONE. THE SIGNS SHALL BE CLEARLY PRINTED IN ENGUSH AND SPANISH WITH
THE FOLLOWING:
"KEEP OUT - TREE PROTECTION ZONE - NO DISTURBANCE PERMITTED"
"NO ENTRE - ZONA DE PROTECCION DE ARBOL - NINGUNA PERTURBACION
PERMITIDA"
THE SUBCONTRACTOR SHALL MAINTAIN THE TPZ FENCING DURING THE ENTIRE
DEMOLITION / CONSTRUCTION PROCESS AND SHALL MAKE CERTAIN THAT IT IS
OBSERVED BY ALL OTHER SUBCONTRACTORS, THEIR EMPLOYEES AND SUPPLIERS.
8. ALL CONSTRUCTION AND DEVELOPMENT ACTIVITIES, EXCEPT THOSE SPECIFICALLY
LISTED BELOW, ARE PROHIBITED WITHIN THE TPZ PROVIDED FOR ANY PROTECTED
TREES, INCLUDING ANY CONSTRUCTION OF BUILDINGS, STRUCTURES, PAVING SURFACES,
AND STORM WATER RETENTION / DETENTION PONDS.
9. EXCAVATING OR TRENCHING FOR UTILITIES, INCLUDING LANDSCAPE IRRIGATION,
SHALL BE RE-ROUTED OUTSIDE THE LIMITS OF THE TPZ. IN THE EVENT THAT THIS
CANNOT BE ACCOMPLISHED, THE UTILITY SHALL BE ROUTED AS FAR AWAY FROM THE
TRUNK OF THE TREE AS POSSIBLE. THE FOLLOWING MINIMUM DISTANCES SHOULD BE
MAINTAINED:
TRUNK DIAMETER (MEASURED
4.5-FT ABovE NATURAL GRADE)
DISTANCE FROM THE EDGE OF
THE TRUNK TO THE TRENCH
UP TO 6 INCHES
PAST DRIPLINE
6 TO 9 INCHES
5 FEET
10 TO 14 INCHES
10 FEET
15 TO 19 INCHES
12 FEET
GREATER THAN 19 iNCHES
15 FEET
EXCAVATION OF THE TRENCH SHALL BE WITH THE USE OF A TRENCHING MACHINE,
NOT A BACKHOE OR OTHER LARGE EXCAVATOR. A ROOT BUFFER MUST ALSO BE
UTILIZED WITH TRENCHING AND CONSTRUCTION ACTIVITIES. TREE ROOTS 2-INCH
DIAMETER AND LARGER SHALL BE CLEAN CUT WITH A SAW, NOT TRENCHED OR
FRAYED IN ANY MANNER. HISTORIC OR SPECIMEN TREES ARE EXCLUDED FROM
THIS REQUIREMENT. IN THE CASE OF HISTORIC OR SPECIMEN TREES, UTILITY
LINES SHALL BE TUNNELED BENEATH TREE ROOTS IN ORDER TO PROTECT FEEDER
ROOTS. PLACEMENT OF SOD OR OTHER GROUNDCOVERS AND THE PREPARATION
OF THE GROUND SURFACE FOR SUCH COVERS SHALL BE PERMITTED WITHIN THE
TPZ.
10. TREE MAINTENANCE DURING CONSTRUCTION IS REQUIRED. SUPPLEMENTAL
IRRIGATION FOR TREES UNDER WATER STRESS SHOULD BE PROVIDED. WATERING OF
THE AREA OF THE TPZ SHALL BE PERFORMED BY FLOODING WITH WATER FOR DEEP
SOIL PENETRATION. A MAXIMUM 6-INCH CONTAINMENT BERM LOCATED JUST OUTSIDE
THE TPZ MAY BE USED FOR CONTAINMENT, RE -FILL THE BERM WHEN THE WATER
HAS BEEN DEPLETED. FREQUENT LIGHT WATERINGS SHALL BE AVOIDED.
11. DURING PERIODS OF EXTENDED DROUGHT, WIND, OR GRADING, TRUNKS, LIMBS,
AND FOLIAGE OF THE TREES TO REMAIN SHOULD BE SPRAYED WITH WATER TO REMOVE
ACCUMULATED CONSTRUCTION DUST. TREE FOLIAGE SHALL ALSO BE HOSED DOWN
UPON THE REQUEST OF THE D/B CONTRACTOR.
12. DAMAGE TO TREES SHOULD BE REPORTED AS SOON AS POSSIBLE TO THE D/B
CONTRACTOR OR CONSTRUCTION SUPERINTENDENT. ROOTS EXPOSED BY CONSTRUCTION
ACTIVITY SHALL BE PRUNED FLUSH WITH THE GROUND AND COVERED WITH SOIL
BACKFILL AS SOON AS POSSIBLE. IF EXPOSED ROOTS ARE NOT COVERED WITHIN 24
HOURS, COVER THEM WITH MULCH AND THOROUGHLY WATER UNTIL COVERED WITH SOIL
BACKFILL.
13. ROOT AREA OF TREES WHERE SOIL HAS BEEN COMPACTED DUE TO CONSTRUCTION
ACTIVITY. SHALL BE VERTICALLY MULCHED (AERATED) AT THE DIRECTION OF THE D/B
CONTRACTOR'S CONSULTANT. THIS SHALL BE ACCOMPLISHED 13Y AUGURING THE SOIL IN
A 2' GRID PATTERN TO WITHIN 3' OF TRUNK AND TO 10' BEYOND THE DRIP LINE. A
2" TO 3" HAND OPERATED AUGUR SHALL BE USED TO DRILL HOLES TO A MINIMUM
DEPTH OF 12". WORK SHALL BE ACCOMPLISHED BY THE SUBCONTRACTOR AT NO COST
TO D/B CONTRACTOR.
14. REMOVAL OF ALL TREE PROTECTION FENCING AND SIGNAGE SHALL BE DONE BY
THE SUBCONTRACTOR WHEN PERMITTED BY THE D/B CONTRACTOR'S Q.C.
REPRESENTATIVE. RESTORATION OF ALL AREAS DISTURBED BY THE FENCING AND/OR
SIGNAGE WILL BE THE SUBCONTRACTOR'S RESPONSIBILITY.
15. INSPECTIONS:
*ALL PROTECTED TREES DESIGNATED TO REMAIN SHALL BE INSPECTED BY THE D/B
CONTRACTOR ONE YEAR FOLLOWING COMPLETION OF THE PROJECT TO INSURE
THAT THEY ARE SURVIVING IN A HEALTHY CONDITION.
• PROTECTED TREES WHICH REQUIRE REPAIR OR REPLACEMENT SHALL BE
DETERMINED BY THE D/B CONTRACTOR
• ANY PROTECTED TREE DESIGNATED TO REMAIN WHICH IS DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED ACCORDING TO ACCEPTED INTERNATIONAL
SOCIETY OF ARBORICULTURE PRACTICES, OR REPLACED SUCH THAT THE TOTAL
CALIPER (DBH - DIAMETER AT BREAST HEIGHT (MEASURED AT 4.5 FEET ABOVE
GROUND) OF THE REPLACEMENT TREE(S) MEETS OR EXCEEDS THE TOTAL CALIPER
OF THE PROTECTED TREE.
•THE SUBCONTRACTOR SHALL REPAIR OR REPLACE SAID PROTECTED TREES AT NO
ADDITIONAL COST TO THE D/B CONTRACTOR.
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TEMPORARY SEDIMENT
TRAP NO.1 *
DISTURBED DRAINAGE AREA = 1.00 AC.
STORAGE REQUIRED = 3,600 C.F.
STORAGE PROVIDED = 4,079 C.F.
H Qao = 4.4 CFS Vio = 1.10 FPS
SURFACE AREA REQUIRED = 1,899 S.F.
SURFACE AREA PROVIDED = 2,745 S.F.
TOP OF EMBANKMENT ELEV. = 21.5 FT.
WEIR ELEV. = 20.50 FT.
WEIR LENGTH = 8 FT.
BOTTOM OF TRAP ELEV, = 18.0 FT.
CLEAN -OUT TRAP ELEV. = 19.25 FT.
TEMPORARY SEDIMENT
TRAP NO.2*
F
E
DISTURBED DRAINAGE AREA =
2.09 AC.
STORAGE REQUIRED = 7,524
C.F.
STORAGE PROVIDED = 8,640
C.F.
Q10 = 9.1 CFS Vio = 2.28 FPS
SURFACE AREA REQUIRED =
3,968 S.F.
SURFACE AREA PROVIDED =
5,549 S.F.
TOP OF EMBANKMENT ELEV.
= 14.50 FT.
WEIR ELEV. = 13.50 FT.
WEIR LENGTH = 8 FT.
INSTALL AS02 TO ASOI AS
PART OF INITIAL SEDIMENT
BASIN CONSTRUCTION. REFER
TO SHEET CG-1.03 FOR
INFORMATION ON THESE
STRUCTURES.
STORM WATER RUNOFF -
AT COMPLETION:
Q 10= 50.09 CFS
V10=, _1.97 FPS J
025 61_7L." CfS 1
TEMPORARY
2 SLAPE DRAIN
tit (TYP)
EXISTING TEMPORARY
SEDIMENT TRAP
DISTURBED DRAINAGE AREA = 1.0 AC.
STORAGE REQUIRED = 3,600 C.F.
STORAGE PROVIDED = 5,500 C.F.
Q10 = 4.4 CFS
SURFACE AREA REQUIRED = 1,914 S.F.
SURFACE AREA PROVIDED = 3,070 S.F.
TOP OF EMBANKMENT ELEV. = 18.5 FT.
THE SUB -CONTRACTOR SHALL COMPLETELY EXCAVATE THE
POND AREA INCLUDING THE FOREBAY BERM DOWN TO THE
PROPOSED BOTTOM OF THE POND ELEVATION AS SHOWN
ON THIS DRAWING. THE FOREBAY BERM SHALL BE PLACED
AND COMPACTED IN LIFTS AS PER STRUCTURAL FILL
REQUIREMENTS PER THE GEOTECHNICAL REPORT. PLACE
TRM AND RIP RAP COMPLETELY OVER BOTH SIDES OF THE
FOREBAY BERM, FROM THE BOTTOM OF THE POND AND
OVER THE TOP OF THE BERM. THE SUB -CONTRACTOR MAY
NEED TO DIVERT STORM WATER RUNOFF AND INFILTRATION
AROUND THE POND EXCAVATION AREA UNTIL THE POND
HAS BEEN EXCAVATED AND THE FOREBAY BERM
CONSTRUCTED AND COMPLETELY STABILIZED. THE
SUB -CONTRACTOR SHALL MONITOR THE POND AND
FOREBAY BERM AS THE POND FILLS WITH WATER AND
SHALL REPAIR ANY DAMAGE TO THE POND OR BERM AS
REQUIRED.
3
TEMPORARY ROCK /
CHECK DAM
(TYP)
TEMPORARY TREE PROTECTION f 6
(TYP)
CONSTRUCTION EXIT
TEMPORARY SILT FENCE r 2
SCHEDULE OF INSPECTIONS
AND MAINTENANCE NOTES
THE FOLLOWING NOTES ARE TAKEN FROM NC DENR GENERAL
PERMIT - NCG 010000 FOR CONSTRUCTION ACTIVITIES. THEY
ARE REPRODUCED HERE TO PROVIDE EMPHASIS ONLY. THE
SUB -CONTRACTOR MUST ADHERE TO ALL REQUIREMENTS OF
THE GENERAL PERMIT AND THE STORM WATER POLLUTION
PREVENTION PLAN (SWPPP). ALL SUB -CONTRACTORS MUST
READ AND SIGN THE LATEST COPY OF THE SWPPP, WHICH
WILL BE KEPT AT THE D/B CONTRACTOR'S Q.C. MANAGERS
JOB TRAILER.
1. SITE INSPECTIONS OF ALL SEDIMENT AND EROSION
CONTROL MEASURES AND OUTFALL POINTS SHALL BE
COMPLETED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS
AND WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER
THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD.
2. DISTURBED AREAS AND AREAS USED FOR STORAGE OF
MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE
INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR,
POLLUTANTS ENTERING THE DRAINAGE SYSTEM. ALL EROSION
AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE STORM
WATER POLLUTION PREVENTION PLAN AND IN THE CONTRACT
DOCUMENTS SHALL BE OBSERVED TO ENSURE THAT THEY ARE
OPERATING CORRECTLY.
3. OUTFALL POINTS (WHERE STORM WATER LEAVES THE
GROUND LEASE LINE OR WHERE DISCHARGES FROM THE SITE
ENTER STREAMS OR WET WEATHER CONVEYANCES) SHALL BE
INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL
MEASURES ARE EFFECTIVE IN PREVENTING NEGATIVE IMPACTS
TO RECEIVING WATERS. WHERE DISCHARGE LOCATIONS ARE
INACCESSIBLE, NEARBY DOWNSTREAM LOCATIONS SHALL BE
INSPECTED IF POSSIBLE. LOCATIONS WHERE VEHICLES ENTER
OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF
OFFSITE SEDIMENT TRACKING.
4. BASED ON THE RESULTS OF THE INSPECTION, ANY
INADEQUATE CONTROL MEASURES, OR CONTROL MEASURES IN
DISREPAIR, SHALL BE REPLACED OR MODIFIED, OR REPAIRED
BY THE SUB -CONTRACTOR AS SOON AS POSSIBLE AND
BEFORE THE NEXT RAINFALL EVENT THAT RESULTS IN STORM
WATER RUNOFF. THE D/B CONTRACTOR SHALL NOTIFY THE
DIVISION OF LAND RESOURCES REGARDING ANY MODIFICATION
TO THE APPROVED SEDIMENT AND EROSION CONTROL PLAN
PER THE GENERAL PERMIT REQUIREMENTS.
5. INSPECTIONS SHALL BE DOCUMENTED AND INCLUDE THE
SCOPE OF THE INSPECTION, NAME(S) OF PERSONNEL MAKING
THE INSPECTION, THE DATE AND TIME OF THE INSPECTION,
MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF
THE SWPPP (INCLUDING THE LOCATION) OF DISCHARGES OF
SEDIMENT OR OTHER POLLUTANTS FROM THE SITE AND OF
ANY CONTROL DEVICE THAT FAILED TO OPERATE AS DESIGNED
OR PROVED INADEQUATE FOR A PARTICULAR LOCATION AND
ANY CORRECTIVE ACTIONS TAKEN.
GENERAL SEQUENQE OF CONTRUCTION:
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
2. INSTALL TEMPORARY TREE PROTECTION AND TEMPORARY
PERIMETER SILT FENCING.
3. CONSTRUCT TEMPORARY SEDIMENT TRAP, TEMPORARY
SEDIMENT BASIN, TEMPORARY DIVERSION SWALES,
TEMPORARY ROCK CHECK DAMS AND TEMPORARY INLET
PROTECTION PRIOR TO ANY SITE DISTURBANCE.
4. DEMOLITION OF EXISTING STRUCTURES AND UTILITIES.
5. COMMENCE MASS GRADING.
6. MAINTAIN ALL SEDIMENT AND EROSION CONTROL
MEASURES THROUGHOUT THE CONSTRUCTION PERIOD.
7. INSTALL STORM DRAINAGE, SANITARY SEWER AND ALL
OTHER UTILITIES.
8. CONSTRUCTION AND PAVE ROADWAYS.
9. CONSTRUCT HOUSING UNITS.
10. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND
SEDIMENT BUILD-UP AT ALL TEMPORARY SILT FENCING,
TEMPORARY SEDIMENT TRAP, TEMPORARY SEDIMENT
BASIN, TEMPORARY DIVERSION SWALES, TEMPORARY ROCK
CHECK DAMS AND TEMPORARY INLET PROTECTION TO
MAINTAIN ADEQUATE SEDIMENT CONTROL MEASURES.
SEDIMENT SHOULD BE REMOVED FROM THESE MEASURES
ONCE THE SEDIMENT HAS FILLED APPROXIMATELY 50%
OF THE MEASURES VOLUME.
11. FINAL LANDSCAPING -ESTABLISHMENT OF GROUND COVER.
12. WHEN CONSTRUCTION IS COMPLETED AND APPROVED BY
D/B CONTRACTOR, REMOVE ALL TEMPORARY SEDIMENT
AND EROSION CONTROL MEASURES AND STABILIZE ALL
DISTURBED AREAS BY SEEDING, MULCHING, PAVING, OR
PERMANENT STRUCTURES.
13. FINAL CLEAN UP.
NOTES:
1. FILL SOILS, IF REQUIRED FOR THIS SITE, CAN BE
TRANSPORTED FROM THE NC DENR PERMITTED MIDWAY PARK,
WATKINS VILLAGE AND TARAWA TERRACE SITES.
2. THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL
BE INSTALLED OFF CAMP KNOX ROAD AS SHOWN ON THIS
DRAWING. SHOULD SEDIMENT BE TRACKED ONTO THE
ADJACENT ROADWAYS, THE SUB -CONTRACTOR SHALL
IMMEDIATELY CLEAN ALL ROADWAYS IMPAIRED BY THE
TRACKED SEDIMENT. ALL CONSTRUCTION TRAFFIC SHALL
ACCESS THE SITE VIA THE TEMPORARY CONSTRUCTION
ENTRANCE AND NOT VIA ADJACENT ROADWAYS.
3. THE SUB -CONTRACTOR SHALL PLACE SILT FENCE AROUND
AND STABILIZE ALL STOCKPILES 21 DAYS AFTER COMPLETING
THE STOCKPILE UNLESS FURTHER CONSTRUCTION ACTIVITY
WILL OCCUR ON THE STOCKPILE WITHIN 21 DAYS.
4. INSTALL TREE PROTECTION FENCE FOR AREAS THAT ARE NOT
INITIALLY ACCESSIBLE ONCE THE GRADING TO THE POINT OF
TREE PROTECTION HAS BEEN REACHED.
5. MAINTAIN ALL SEDIMENT AND EROSION CONTROL MEASURES
UNTIL FINAL STABILIZATION IS ESTABLISHED.
6. THE D/B CONTRACTOR AND SUB -CONTRACTOR SHALL
DESIGNATE AN AREA WHERE CONCRETE TRUCKS CAN BE
WASHED OUT. CONCRETE TRUCK WASH OUT AREAS SHALL BE
APPROXIMATELY 10-FT BY 10-FT BY 2-FT DEEP AND BE
MAINTAINED AS REQUIRED. THE SUB -CONTRACTOR SHALL
POST A HIGHLY VISIBLE SIGN TO INDICATE THIS CONCRETE
WASH OUT LOCATION AND DIRECT ALL CONCRETE TRUCKS TO
THIS LOCATION.
TYPICAL NOTES
THE FOLLOWING NOTES ARE TAKEN FROM THE STORM WATER
POLLUTION PREVENTION PLAN (SWPPP). THEY ARE
REPRODUCED HERE TO PROVIDE EMPHASIS ONLY. THE
SUB -CONTRACTOR MUST ADHERE TO ALL REQUIREMENTS OF THE.
SWPPP. THE GRADING SUB -CONTRACTOR AND ALL OTHER
SUB -CONTRACTORS MUST READ AND SIGN THE LATEST COPY OF
THE SWPPP, WHICH WILL BE KEPT AT THE D/B CONTRACTOR'S
Q.C. MANAGER'S JOB TRAILER.
1. ALL CONTROL MEASURES MUST BE PROPERLY SELECTED,
INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THE
MANUFACTURE'S SPECIFICATIONS, NC DENR STANDARDS, AND
THE CONTRACT DOCUMENTS. IF PERIODIC INSPECTIONS OR
OTHER INFORMATION INDICATES A CONTROL HAS BEEN USED
INAPPROPRIATELY OR INCORRECTLY, THE SUB -CONTRACTOR
MUST REPLACE OR MODIFY THE CONTROL FOR SITE SITUATIONS.
2. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF -SITE
ACCUMULATIONS OF SEDIMENT THAT HAVE NOT REACHED A
STREAM OR WETLAND, MUST BE REMOVED AT A FREQUENCY
SUFFICIENT TO MINIMIZE OFFSITE IMPACTS. PERMITTEES SHALL
NOT INITIATE REMEDIATION / RESTORATION OF A STREAM
WITHOUT CONSULTING THE OWNER'S REPRESENTATIVE FIRST.
THE NPDES PERMIT DOES NOT, HOWEVER, AUTHORIZE ACCESS
TO PRIVATE PROPERTY.
3. SEDIMENT SHOULD BE REMOVED FROM SEDIMENT TRAPS, SILT
FENCES, DIVERSION DITCHES, AND OTHER SEDIMENT CONTROLS
AS NECESSARY, AND MUST BE REMOVED WHEN DESIGN CAPACITY
HAS BEEN REDUCED BY 50%.
4. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION
CHEMICALS EXPOSED TO STORM WATER SHALL BE PICKED UP
PRIOR TO ANTICIPATED STORM EVENTS, OR OTHERWISE
PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR STORM
WATER DISCHARGES.
5. PRE --CONSTRUCTION VEGETATIVE GROUND COVER SHALL NOT
BE DESTROYED, REMOVED OR DISTURBED MORE THAN 10
CALENDAR DAYS PRIOR TO GRADING OR EARTH MOVING UNLESS
THE AREA IS SEEDED AND / OR MULCHED OR OTHER
TEMPORARY COVER IS INSTALLED.
6. CLEARING AND GRUBBING MUST BE HELD TO THE MINIMUM
NECESSARY FOR GRADING AND EQUIPMENT OPERATION.
7. CONSTRUCTION MUST BE SEQUENCED TO MINIMIZE THE
EXPOSURE TIME OF GRADED OR DENUDED AREAS.
8. ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES
MUST BE IN PLACE AND FUNCTIONAL BEFORE ANY LAND
DISTURBANCE OPERATIONS BEGIN, AND MUST BE CONSTRUCTED
AND MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD,
TEMPORARY MEASURES MAY BE REMOVED AT THE BEGINNING OF
THE WORK DAY, BUT MUST BE REPLACED AT THE END OF THE
WORK DAY.
9. THE FOLLOWING RECORDS SHALL BE MAINTAINED ON SITE;
THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR; THE DATES
WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY
CEASE ON A PORTION OF THE SITE; AND THE DATES WHEN
STABILIZATION MEASURES ARE INITIATED.
10, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS
PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN
NO CASE MORE THAN 21 CALENDAR DAYS AFTER THE
CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS
TEMPORARILY OR PERMANENTLY CEASED. EXCEPT IN THE
FOLLOWING TWO SITUATIONS: 1. WHERE THE INITIATION OF
STABILIZATION MEASURES IS PRECLUDED BY SNOW COVER OR
FROZEN GROUND CONDITIONS, STABILIZATION MEASURES SHALL
BE INITIATED AS SOON AS PRACTICAL; OR 2. WHERE
CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS
TEMPORARILY CEASED, AND EARTH DISTURBING ACTIVITIES WILL
BE RESUMED WITHIN 21 DAYS, TEMPORARY STABILIZATION
MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF
SITE.
11. TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE
ACCOMPLISHED WITHIN 15 DAYS AFTER FINAL GRADING OR
OTHER EARTH WORK. PERMANENT STABILIZATION WITH PERENNIAL
VEGETATION OR OTHER PERMANENTLY STABLE, NON -ERODING
SURFACE SHALL REPLACE ANY TEMPORARY MEASURES AS SOON
AS PRACTICABLE.
12. TEMPORARY SOIL STABILIZATION SHALL BE ACCOMPLISHED
WITH A TEMPORARY SEED MIX AND STRAW MULCH. THE
TEMPORARY SEED MIX SHALL BE AS SHOWN ON SHEET C-5.05
AND SHALL BE OF A COMMERCIAL GRADE MEETING THE
REQUIREMENTS OF THE STATE SEED LAW. SEED SHALL NOT BE
USED AFTER ONE YEAR FROM DATE OF GERMINATION TEST
SHOWN ON THE LABEL.
13. STRAW FOR MULCHING SHALL BE FROM OATS, WHEAT, OR
RYE, FREE FROM NOXIOUS WEED, MOLD, OR OTHER
OBJECTIONABLE MATERIAL. STRAW MULCH SHALL BE IN AN
AIR-DRY CONDITION AND SHALL BE SUITABLE FOR PLACING WITH
AN APPROVED MECHANICAL BLOWER.
14. NO SOLID MATERIALS INCLUDING BUILDING MATERIAL, SHALL
BE DISCHARGED TO WATERS OF THE UNITED STATES EXCEPT AS
AUTHORIZED BY A SECTION 404 PERMIT.
15. OFFSITE VEHICLE TRACKING OF SEDIMENTS AND THE
GENERATION OF DUST SHALL BE MINIMIZED.
16. UPON COMPLETION OF CONSTRUCTION AND FINAL
STABILIZATION OF THE DRAINAGE AREA TO A SPECIFIC INDIVIDUAL
TEMPORARY SEDIMENT TRAP, THE SUB -CONTRACTOR SHALL
REMOVE ALL UNSTABLE SEDIMENT AT SAID TRAP, GRADE THE
AREA TO ITS END STATE CONDITION AS SHOWN ON THE GRADING
PLANS AND STABILIZE THE TEMPORARY SEDIMENT TRAP AREA.
NOTE: ALL SEDIMENT AND EROSION CONTROL MEASURES
SHOWN ON THIS PLAN ARE INITIAL MEASURES ONLY. THESE
MEASURES, INCLUDING TEMPORARY SEDIMENT BASIN AND
TRAP, MUST BE INSTALLED AND COMPLETELY STABILIZED
PRIOR TO ANY FURTHER LAND DISTURBING ACTIVITIES ON
THE SITE. SHOULD SITE CONDITIONS CHANGE OR IF SITE
INSPECTIONS REVEAL THE ESCAPE OF SEDIMENT FROM THE
SITE, A MODIFICATION TO OR ADDITIONAL SEDIMENT AND
EROSION CONTROL MEASURES MUST BE INSTALLED
IMMEDIATELY. IF NOT IMMEDIATELY. IT MUST BE INSTALLED
PRIOR TO THE NEXT ANTICIPATED RAINFALL EVENT. THE
D/B CONTRACTOR SITE SUPERINTENDENT RESPONSIBLE FOR
SEDIMENT AND EROSION CONTROL MEASURES AT THE SITE,
AS WELL AS THE SWPPP, MUST REDLINE ANY CHANGES ON
THE PERMITTED SEDIMENT AND EROSION CONTROL PLAN;
INDICATING THE DATE INSTALLED, MEASURES ADDED, AND
OTHER ACTIONS TAKEN, AND SHALL KEEP ALL UPDATES
WITH THE SWPPP IN THE CONSTRUCTION TRAILER.
r J -
11
.J
Thomas J. Davis
No.2901
41
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SCALE 1 " = 100'
REFER TO SHEET GI-0,01 FOR
EXISTING FEATURES LEGEND.
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LIVE SAFE VIVA SEGBRB
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KNOX LANDING
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STRUCTURE TABLE
CODE
DESCRIPTION
TOP GRATE
NORTHING
EASTING
AA01A
HEADWALL
N/A
360729.28
2483149.29
AA01 B
YARD INLET
16.10
360829.66
2483272.89
AA02
DOUBLE CURB INLET
15.29
360878.32
2483332.04
AA03
JUNCTION BOX
20.50
361033.44
2483501.50
AA04
SINGLE CATCH BASIN
19.40
361043.66
2483672.19
AA05
DOUBLE CATCH BASIN
18.00
361128.80
2483744.96
AA06A
JUNCTION BOX
20.17
361240.35
2483772.88
AA06B
DOUBLE CURB INLET
19.33
361262.29
2483764.06
AA07
DOUBLE CURB INLET
19.17
361287.01
2483777.21
AA08
SINGLE CATCH BASIN
18.50
361367.93
2483888.05
ABO1
JUNCTION BOX
21.01
360701.01
2483632.94
A802
SINGLE CATCH BASIN
19.15
360771.70
2483699.36
AB03
SINGLE CATCH BASIN
20.00
360726.99
2483807.48
AB04
TEMP. ADS DRAIN
20.00
360584.44
2483775.92
ACO1
DOUBLE CURB INLET
15.49
360892.41
2483305.56
AD01
DOUBLE CURB INLET
17.75
361091.87
2483489.92
AD02
HEADWALL
N/A
361157.97
2483476.82
AE01
DOUBLE CURB INLET
17.74
361160.43
2483601.17
AE02
DOUBLE CURB INLET
17.89
361147.30
2483625.84
AM01
HEADWALL
N/A
360671.12
2483169.50
AM02A
JUNCTION BOX
15.30
360617.56
2483209.75
AM028
JUNCTION BOX
15.95
360586.83
2483265.89
AM03
DOUBLE CURB INLET
14.85
360590.28
2483297.71
AM04
DOUBLE CURB INLET
15.01
360577.12
2483322.42
AM05
JUNCTION BOX
16.15
360532.15
2483320.75
AM06
SINGLE CATCH BASIN
14.00
360490.04
2483401.19
AM07A
SINGLE CATCH BASIN
14.70
360414.76
2483367.11
AM07B
SINGLE CATCH BASIN
14.00
360334.60
2483330.81
AM08
JUNCTION BOX
16.20
360302.12
2483283.97
AM09
SINGLE CURB INLET
14.60
360323.02
2483187.21
AM10
SINGLE CURB INLET
14.44
360336.19
2483162.49
AN01
SINGLE CATCH BASIN
14.40
360588.07
2483448.73
AN02
ADS DRAIN
17.50
360536.51
2483550.41
AP01
DOUBLE CURB INLET
16.05
360428.98
2483517.72
AP02
DOUBLE CURB INLET
16.21
360415.83
2483542.44
AP03
SINGLE CATCH BASIN
13.70
360395.22
2483575.55
AR01
SINGLE CURB INLET
16.10
360231.38
2483419.36
AR02
SINGLE CURB INLET
16.14
360221.02
2483438.76
AR03
SINGLE CATCH BASIN
13.90
360199.28
2483483.80
AS01
H EADWALL
N/A
360428.98
2482804.63
AS02
HEADWALL
N/A
360444.10
2482870.92
AT01
HEADWALL
N/A
360899.08
2483181.21
PIPE TABLE
FROM
CODE
FROM
TO
CODE
TO
INV.
GRADE %
SIZE
INCHES
LENGTH
L.F.
TYPE
1NV
AA01B
5.75
AA01A
5.22
0.33%
4x24"
159
HOPE
AA02
8.55
AA01 B
8.25
0.39%
48"
77
RCP
AA03
9.34
AA02
8.65
0.30%
42"
230
HOPE
AA04
9.95
AA03
9.44
0.30%
42"
171
RCP
AA05
1O.39
AA04
10.05
0.30%
42"
112
RCP
AA06A
10.95
AA05
10.49
0.40%
36"
115
HOPE
AA069
11.14
AA06A
11.05
0.38%
36"
24
HOPE
AA07
11.35
AA060
11.24
0.39%
24"
28
RCP
AA08
12.40
AA07
11.85
0.40%
18"
137
HOPE
AB01
11.50
AA02
9.64
0.53%
30"
349
RCP
AB02
12.06
A001
11.60
0.47%
30"
97
HOPE
AB03
12.74
A802
12.16
0.50%
30"
117
HOPE
AB04
17.00
AB03
15.54
1.00%
12"
146
HOPE
AC01
11.70
AA02
11.40
1.00%
15"
30
RCP
AD01
12.96
AA03
12.24
1.21 %
18"
60
HOPE
AD02
13.85
AD01
13.06
1.17%
18
67
RCP
AE01
13.87
AA03
10.64
2.00%
18"
161
RCP
AE02
14.40
AEO1
14.12
1.00%
15"
28
RCP
AM02A
8.32
AM01
7.66
0.99%
42"
67
RCP
AM02B
8.68
AM02A
8.42
0.41%
42"
64
RCP
AM03
8.91
AM02B
8.78
0,41%
42"
32
RCP
AM04
9.12
AM03
9.01
0.39%
42"
28
RCP
AM05
9.40
AM04
9.22
0.40%
36"
45
HDPE
AM06
9.86
AM05
9.50
0.40%
36"
91
HDPE
AM07A
10.29
AM06
9.96
0.40%
24"
83
HDPE
AM07B
10.74
AM07A
10.39
0.40%
24"
88
RCP
AM08
I11.07
AM07B
10.84
0.40%
18"
57
HDPE
AM09
11.57
AM08
11.17
0.40%
18"
99
HDPE
AM 10
12.00
AM09
11.67
1.18%
15"
28
RCP
ANOI
10.90
AM06
10.33
0.52%
is it
109
HDPE
AN02
15.35
AN01
11.40
3.46%
12"
114
HDPE
AP01
11.26
AM06
10.60
0.50%
181,
132
HDPE
AP02
11.50
APO
11.36
0.50%
18"
28
RCP
AP03
11.80
AP02
11.60
0.50%
15"
39
RCP
AR01
11.53
AM07B
10.99
0.40%
18"
136
HDPE
AR02
11.72
ARO1
11.63
0.40%
15"
22
RCP
AR03
12.02
AR02
11.82
0.40%
12"
50
RCP
AS02
8.10
AS01
7.10
1.47%
48"
68
RCP
FANI
11.201
�Bl
1.00%
18"
115
HDPE
1. REFER TO SHEETS C-5.02, C-5.03 & C-5.06 FOR
DETAILS ON STORM WATER STRUCTURES AND INSTALLATION -
HEADWALL, JUNCTION BOX, CURB INLETS, CATCH BASIN, YARD
INLET, BATTERED HEADWALL AND PIPES.
2. RCP OF EQUAL DIAMETER CAN BE USED IN LIEU OF HDPE
PIPE.
28'r'011
0 30 60 80 120 240 360
SCALE : 1 " = 120'
REFER TO SHEET GI-0.01 FOR
EXISTING FEATURES LEGEND.
Orr -
Aland
INCIDENT & INJURY FREE
SIN LES16H 0 ACCIDENTE
LIVE SAFE VWASEOORO
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SHEET 20 OF 98
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PROPOSED FEATURES LEGEND
STORM PIPE &INLET ........,..,,,,,,, .,,,,,,,,,,,,,..,.. .......... .
BUILDING F.F.E. 48.63
SPOT ELEVATION + 47.80
PROPOSED CONTOUR
SILT FENCE �SF�
TREE PROTECTION TP■
GROUND LEASE LINE — —
LOT NUMBER
BUILDING MATRIX DESCRIPTION
SEE SHEET GS-1.01 FOR LOT/BUILDING MATRIX TABLE
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HALL 4.08SFORRSUPERTELEVATIONR TO " .. . .
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NOTE:
1. THE D/B CONTRACTOR MAY FIELD
ADJUST GRADES FOR THE HOUSE
SIDEWALK, BUT A MAXIMUM SLOPE OF
10% FOR NON ADAPTABLE UNITS AND
5% FOR ADAPTABLE UNITS MUST NOT
BE EXCEEDED.
2. INSTALL C125 BN EROSION CONTROL
BLANKET (OR APPROVED EQUAL) AS
MANUFACTURED BY NORTH AMERICAN
GREEN ON ALL SLOPES OF 4:1 AND
STEEPER. INSTALL PER
MANUFACTURERS RECOMMENDATIONS.
APPLY SEED AND SOIL AMENDMENTS
TO GROUND SURFACE PRIOR TO
PLACEMENT OF EROSION CONTROL
BLANKET.
3. UPON COMPLETION OF CONSTRUCTION
AND FINAL STABILIZATION OF THE
DRAINAGE AREA TO THE TEMPORARY
SEDIMENT TRAP, THE SUB -CONTRACTOR
SHALL REMOVE ALL UNSTABLE
SEDIMENT AT SAID TRAP, GRADE THE
AREA TO ITS END STATE CONDITION AS
SHOWN ON THESE GRADING PLANS
AND STABILIZE THE TEMPORARY
SEDIMENT TRAP AREA.
4. THE LOCATION OF THE 18" SANITARY
SEWER FORCE MAIN WAS TAKEN FROM
MS DRAWINGS AS PROVIDED BY THE
NAVY AND ITS LOCATION SHOULD BE
CONSIDERED AS APPROXIMATE. THE
SUB -CONTRACTOR SHALL FIELD VERIFY
THE EXACT LOCATION OF THE FORCE
MAIN AND REPORT ANY DISCREPANCIES
TO THE D/B CONTRACTOR
IMMEDIATELY. THE SUB -CONTRACTOR
SHALL MAINTAIN CONTINUITY OF
EXISTING SANITARY SEWER FORCE MAIN
AT ALL TIMES AND PROTECT THE
FORCE MAIN AS REQUIRED.
5. ALL CONSTRUCTED SLOPES GREATER
THAN 3-FT IN HEIGHT SHALL BE
"TRACKED" PER DETAIL 8 ON SHEET
C-5.05.
0 10 20 30 40 80 120
SCALE 1 " = 40'
REFER TO SHEET GI-0.01 FOR
EXISTING FEATURES LEGEND.
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_ BUILDING F.F.E.
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' 4�' SPOT ELEVATION 47.8
Z�0`-'­1\ ,& +
1I'., � f
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-<, "�+lI SILT FENCE SF
1
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/ , \ " TREE PROTECTION mp mp m
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ET CS-1.01 FOR LOT/BUILDING MATRIX TABLE
11 ,�I
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€"' , � '"I,\/# � NOTE:
1
/'�• " 1. THE D/B CONTRACTOR MAY FIELD
11L I
/ I IADJUST 11 ' I L I ' 1� I GRADES F
. .; I..., OR THE HOUSE
- 11 I �
I
,,- 1'1� LLL 11 I SIDEWALK, BUT A MAXIMUM SLOPE OF
I" �""1111�1 "" 11 �' 1� LE UNITS AND
' ?, 1"." __/ 'A�11" I �� , , _-�
1;
,,, . I % FOR ADAPTABLE UNITS MUST NOT
I � 5
. 11,11, BE EXCEEDED.
.. " I I I I � '
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4�I:- 11
1,
1\ 1. "_. " / - . \ ' . I.. . . fl INSTALL ^i ojm mki roncinki r%f%krror%t
1� 1�1 -
. / .� 11
J ", � , I '� "'_ .� '_ "I, i . .1 11 , I e 2 I
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0 4 I '; " , � "�P\ , If I .
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. 111"'N' ' " i I �' - 11 I,- �
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r� , _"\�"� . ,,, f I I
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, ­­rr 11 11 , I I
!r ­7�'__,_�� I " I I 11 ' COMMENDATIONS.
_ _��_' I , , I ­ :
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�_�'\4 - ..-..,-.., I I 1� /-. 114 ;
, '\_��` ' -, - '% � vv'=� - 0, ('� �� _� 11 I
/'�' �' 0 APPLY SEED AND SOIL AMENDMENTS
"� 11, I" "'�_ �a 21, . ;
I I 11 � � �_' 1, / �' I N. I 4� ,,, . I .11 I " ITO GROUND SURFACE PRIOR TO
"w '\, "'�" '2;'!� / t "-�"J v <'-'-'-/ :'.-,"I• P"-:� '�. �'Z'
'. 'o ., '� ---, ­'1111x"L�'�&�'"" "� , 11 -1 '_ I -1. 1-1 , I . ;.�_ ; PLACEMENT OF EROSION CONTROL
"<",r, " '��' . "_ , .. I "­'... � � "
L . .1 - . I
I / .. . . ,I \ .1 ..... 1. I ' I � BLANKET.
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�1�1 . " 1. �� '. . '. I I . , -"' '%� I 11, / ; ; _... I ",.r �';
, ­k' / ��' I Jr; .1
\ . � I", -_ ,*-,, ? '12, 11 ....1.
I/ / '�� -, �� I- , ; '.
\ " , V­" - - . / � I .-' 3. UPON COMPLETION OF CONSTRUCTION
1: �' � �z N "i:'-,. ,* --? 11 11 I
\ / / " � 1A S / '
' I � 1111­ I 11 �'�' �'�"�-"�.4­; ' I ; i '�_
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1� / �, 11 - '."�'!' �"-- " , - -, - -, - I I � , I '
-_:�_ � " " % I
� - '�;�-' i IX: �' "\ I / AND FINAL STABILIZATION OF THE
1, , �_� I-
.
11% " ". . / 11 11
� \_� 2� 16ee I ;
I . DRAINAGE AREA TO THE TEMPORARY
'. . I
d I � a�'" � L1.
I '."' ­ ,,,, I . '�'��_ _ "�' r L, 1-1, ' 1, .. I I "'
- I . THE SUB -CONTRACTOR
1 I .1 �_\'." ��. �' � " I ... 11 I
� /� �. � , -"" / '_�_ . .
\ '\_ '14� '�" '1�1 i ,/ . .. 11:1 SHALL REMOVE ALL UNSTABLE
I "I" 1. 11 __11 _­. / If. ,._,,, I / 11 '.-
'! " - " 1. \" 11", 1* � SEDIMENT AT SAID TRAP, GRADE THE
, .1....' ..-- -- . I ""� 11 1�1
�Ik­ ,;/ - ----- \ - ". "� 1, ' � l-'f'­ , 1� , 'i
�' - ' � , III, , ", I �
z .,' - I - I 11.1 1: .­%.. I I AREA TO ITS END STATE CONDITION AS
. .. . .
\' I., 11", , I __1" , . . . . . I.." I � �
I 1, / �'� .. ; ,�
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.
: I '� ­­­1_.." .' %. LL - " ...' " � s r , . - - 54 1 ... 1. — - e I I 1�1 "/ --"'-,/ 4 - ­­ I , 11;1 , , �"� 1, "", - ,.,% _ �11 . " SHOWN ON IHLbL GRADING PLANS
. I I ' _� _'�'_ ­ 11 a ""',
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, -1 .. ,"', .1 i .1 �e; -2 .11� ­4 -el., , 1, I / � � 1 . I i . , I A
% , , -' "\,, ' ' � I I I . . '.' I—. ­ .. �" i
. �k�_ '4 N I ; ; �'._-' ­ J0, 2f i '-) 1, 'f e, � , , - , ­­ - 11 -� AND STABILIZE THE TEMPORARY
I I ,t - .1 ,,,, - , D - - �" :
: , I 11 , �' I - ��'4 . 'A"
- _�" L , .- "; - /I I � I A 11 I I 11 .. , . , '�'.' ,' i � '�' I", 1�1 � I I
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.. ! _�' , " ,A -k P '/ '; \'L; /., " , = "� .
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. I Z I I -1111! 'e*-11' f "I ;1 � Q / i � ' �� , I "fo't"'_ " � , "� " 11�� I
' ... , I Z , : \� I k. '4 . . \ I %. , _"�'.' �1.11 I 1, I , I :� _ I-- I NAVY AND ITS LOCATION SHOULD BE
" ..' , I I / le4' -1, '�\­'­­­'
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.. . I . 11. I � .:� ".L- . .... -- "I "I " ' . r . . ,,, I "I , -, f'; �'1�11' ...' , , '11`� : I ­' ��' / �� '� I 5 -, '-_111�1 � � �'
I 011,11, 6' it � �� - " " 07 '_�� , ./I I I . _!�r'. I I
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� .-. iplf V ; " \ '� . I / /'A' I 'I11
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q I " ftftJ* '-­�SA'-"1--"' - - _\ I - i 11 , I'll, \' -4
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I . , - � 1, __­ , . THE EXACT LOCATION OF THE FORCE
, (e � W i 'A 1_" .1
: - 11•
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A v 1, " " 1� I 1. �__ d I/ , " 5�v i � / �� / ,,, " ,,,, � � �'�'. \ -
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PHONE [phone] /FAX 615-365�m
JANUARY 5, 2011
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COORDINATES GIVEN TO
CENTER OF STRUCTURE
MANHOLE FRAME AND GRATE TO BE -
SOLID CASTING JOHN BOUCHARD
AND SONS NO. 1110. NEENAH
NO. R-1922 OR APPROVED EQUAL
STAMP CASTING WITH "STORM SEWER"
7
W1
ELEVATION
6'
PRECAST CONCRETE
ADJUSTING RING
ASPHALT PAVING
X18"MWAX.
II SECTION A-i
IIr=1 N.T.S.
TOr,
n W
2'-
OPEN
A L A
PIPE O.D. +12' {4''
do
• w
�.�L
12" WIDE CAST IRON OR
POLYPROPYLENE PLASTIC STEPS
(PROTRUDE 4" MIN. FROM INSIDE
FACE OF STRUCTURE)
WATERPROOF JOINTS CONSISITNG
OF BITUMASTIC/FLEXIBLE PLASTIC
OR RUBBER GASKET PER ASTM C-443
TONGUE do GROOVE
PIPE JOINTS
GROUT PIPE TO SEAL
MANHOLE CONNECTION
UNDISTURBED EARTH
ALL PRECAST CONCRETE MANHOLE SECTIONS
TO BE ASTM C478. 6" MIN. THICKNESS
WALLS. CONE SECTION TO BE ECCENTRIC
UNLESS OTHERWISE APPROVED BY D/B CONTRACTOR
(STEPS NOT SHOWN UNDER FRAME FOR CLARITY)
STORM JUNCTION MANHOLE
FINISHED GROUND
SURFACE
NOT TO SCALE
-f-+
SECTIONN
#409"o.c.
�D
C
48' RCP PIPE
TRASH RACK C
INVERT = 8.10
BOTTOM OF WALL = 8.
WATER QUALITY INLET;
SEE SECTION A -A
CONCRETE WALL; REINFO
#4 BARS N 8" E.W. O
REINFORCEMENT INTO HEADWALL)
PLAN
12" L x 8" W x 24" H
CONCRETE ENERGY
DISSIPATORS REINFORCE
WITH #4 BARS
#4 0 4.5" O.C.E.W.
CAST ENERGY
DISSIPATORS INTEGRALLY
SECTION WITH HEADWALL.
HEADWALL REBAR
OMITTED FOR CLARITY.
REFER TO WINGED HEADWALL DETAIL THIS SHEET FOR
HEADWALL DIMENSIONS AND REINFORCEMENT REQUIREMENTS.
ENERGY DISSIPATORS
AT HEADWALL
NOT TO SCALE
TOP OF WALL =
9.70
:E
�... - 8.20
ISOMETRIC VIEW
FA
-�H WALL TO PROVIDE
WATER QUALITY
CONTROL
6' PVC SCREW TYPE PLUG
6' PVC, EXTEND A SUFFICIENT LENGTH AWAY
FROM HEADWALL TO ALLOW PROPER
CONSTRUCTION OF WATER QUALITY INLET
(ESTIMATED 3' BEYOND HEADWALL). SUPPORT
AND SECURE PVC PIPE AS REQUIRED. ENSURE
PVC PIPE IS PLACED AT 8.20.
_ CONCRETE WINGED
HEADWALL
�6^ PVC TEE
6 PVC CAP WITH ORIFICE HOLE
DRILLED, ORIFICE SIZE = 4"
ELEVATION = 6-12' BELOW 8.20
PLAN SECTION A -A
NOTES:
* HEADWALL SIZE AND REINFORCEMENT NOT SHOWN FOR CLARITY. REFER TO WINGED HEADWALL DETAIL THIS
SHEET FOR SIZE AND REINFORCEMENT REQUIREMENTS.
* USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR GRADE 60 WITH 2" MIN. CLEARANCE.
* PLACE LIFT HOLES OR PINS INACCORDANCE WITH OSHA STANDARD 1926.704.
* HEADWALL 0
PIPE TO BE GROUTED INTO N SITE BY SUB -CONTRACTOR.
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* CHAMFER ALL CORNERS 1".
* PRECAST HEADWALLS ARE ACCEPTABLE IN LIEU OF CONCRETE CAST IN PLACE HEADWALLS.
0
+[+
5
OUTLET STRUCTURE - AS02
PLAN
6' MIN. WIDE STRIP OF TURF REINFORCEMENT MATTING
N LANDLOK 300 AS MANUFACTURED BY PROPER GEOSYNTHETICS
(OR APPROVED EQUAL) INSTALL PER MANUFACTURERS
o RECOMMENDATIONS AND REQUIREMENTS. PLACE RIP RAP OVER
TRM (RIP RAP NOT SHOWN FOR CLARITY )
HEADWALL DIMENSIONS FOR ELLIPTICAL PIPES
PIPE DIMENSIONS
H1
H2
D
W1
W2
23"x14"
8"
30"
30"
42"
80"
30"x19"
12"
36"
42"
54"
120"
38"x24"
12"
40"
48"
72"
132"
RIP -RAP WITH
FILTER FABRIC.
SET TOP OF RIP
RAP AS FINISHED
GRADE.
PLAN
L-- B
20'
r.
00
FILTER FABRIC-/
SECTION B-B
RIP -RAP SIZING
HEADWALL
L
W
AM01
TO BOTTOM
OF POND
15'
AS01
30'
30'
NOTES:
1. FILTER FABRIC SHALL BE GEOTEX 601.
2. RIP RAP d50=12„ WITH A DEPTH OF RIP
RAP TO BE 18" MIN.
3. TOP OF RIP RAP TO BE AT FINISHED
GRADE.
4. INSTALL RIP RAP ALONG SIDES OF
CHANNEL (WHERE APPLICABLE) TO ENSURE
A MINIMUM WIDTH OF RIP RAP OF 24'.
5. INSTALLATION OF RIP -RAP AT
HEADWALLS AAQ1, AM01 & AT01 ARE TO
BE EXTENDED FROM THE END OF THE
HEADWALL, DOWN THE SLOPE TO THE
BOTTOM OF THE POND. TOE OF RIP RAP
SHALL BE A INCREASED TO A MINIMUM
THICKNESS OF 2'.
6. ADD CONCRETE MORTAR MIX TO
STABILIZE RIP -RAP AS REQUIRED. THE
SUB -CONTRACTOR SHALL ENSURE NO
LOOSE RIP RAP.
COMPACTED
SUBGRADE
RIP -RAP AT HEADWALLS
B
00
�t 1
NQk TOF W NOTES:
PIPE DIA. +18" 1. CASTING FOR CURB AND
6" 28" MIN. 6^ GUTTER SHOWN. SEE DETAIL ON
SHEET C5 01
LOCATION OF TOP OF CASTING
ELEVATION AND COORDINATE
2.
CONCRETE TO BE 3500 psi
AT 28 DAYS.
3.
REINFORCE WITH NO. 4 BARS
-
-
GRADE 60 0 12" O.C.E.W..
B
4.
POURED IN PLACE BOX OF EQUAL
DIMENSIONS IS ACCEPTABLE.
5.
PROVIDE REDUCER RING TO
ACCOMODATE PROPOSED CASTING.
6.
DELETE HOOD WHERE INLET
CONFLICTS WITH DRIVEWAY.
a
7.
INSTALL STEPS PER SPECIFICATIONS
WHEN INLET IS MORE THAN
4 FT IN DEPTH. STEPS NOT
SHOWN FOR CLARITY.
TOP
OF CURB LOCATION OF TOP
OF CASTING ELEVATION
AND COORDINATE
NOT TO SCALE MIN SLOPE
3/4' PER 12"
a
* ADJUST STRUCTURE
DIMENSIONS AS I_ 3'-4"
tiFr��cceQv Tr)
RECEIVE STORM
SECTION A -A SECTION B-B
N
PIPE ON SKEWS
FRAME AND GRATE TO BE NEENAH SINGLE CURB INLET
2
`O
C
FOUNDRY COMPANY MODEL
3 NOT TO SCALE
WINGED HEADWALL R-34FOR SINGLE CATCH
BASINSS. DOUBLE CATCH BASINS 6'-3 1/2"
3
NOT TO SCALE SHALL HAVE TWO FRAMES & NOTES:
GRATES MODEL R-3433. FRAMES 1. CASTING FOR CURB AND A-] BACK
SHALL BE ADJUSTED TO SUIT GUTTER SHOWN. SEE ON 1 OF CURB
a
PLACE TURF REINFORCEMENT MATTING (TRM) SHEET C5.01
SC 250 AS MANUFACTU ED BY NORTH CATCH BASIN SIZE - - -
ro R 2. CONCRETE TO BE 3500 psi
F? 12" MIN. CONCRETE AMERICAN GREEN (OR APPROVED EQUAL) AT 28 DAYS. a; z B
ALL SIDES OF PIPE UNDER RIP RAP AND EXTEND A MINIMUM OF FINISHED GRADE LOCATION OF TOP OF CASTING 3. REINFORCE WITH NO. 4 BARS o °p
ELEVATION AND COORDINATE POINT GRADE 60 0 12" O.C.E.W.
v 18" ABOVE THE FOREBAY BERM ELEVATION. PAVEMENT
I INSTALL PER MANUFACTURERS 4 DIMENSIONS IN NS IS BO AB F EQUAL a + c4 6"
�- 6p CONCRETE GROUT LE
RADIUS (R) OF CENTERLINE
OF GROUT CHANNEL EQUAL
TO RADIUS (M) OF MANHOLE
NOTES:
* USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS
ASTM A615 FOR GRADE 60 WITH 2" MIN.
CLEARANCE.
* PLACE LIFT HOLES OR PINS INACCORDANCE WITH
OSHA STANDARD 1926.704.
* PIPE TO BE GROUTED INTO HEADWALL ON SITE BY
SUB -CONTRACTOR.
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* CHAMFER ALL CORNERS 1".
* PRECAST HEADWALLS ARE ACCEPTABLE IN LIEU OF
CONCRETE CAST IN PLACE HEADWALLS.
HEADWALL DIMENSIONS FOR CIRCULAR PIPES
PIPE DIA.
H1
H2
D
W1
W2
UP TO 18"
15"
36"
30"
36"
72"
UP TO 30"
24"
48"
42"
54"
120"
UP TO 42"
30"
60"
48"
72"
132"
UP TO 60"
36"
1 80"
1 54"
90"
156"
B
31-3/4 31-314" „
6
RECOMMENDATIONS AND REQUIREMENTS. -, - , • -
5. PROVIDE REDUCER RING TO
L EXTEND CONCRETE TO �� RIP RAP D50=8 PIPE DIA.+1$" n *PROVIDE REDUCER ACCOMODATE PROPOSED CASTING.
WIDTH OF FOREBAY BERM CAST IRON LINTEL
12" BELOW BOTTOM OF �\ Z RING AS NECESSARY 6. DELETE HOOD WHERE INLET TO BE 1" X 6" X 38"
a_ 7 ` j� \/ 28 MIN CONFLICTS WITH DRIVEWAY. APPROX. WEIGHT 70 Ibs
B POND I I= \/� �� BASE a TO ACCOMODATE
0 1'. !! jj '-� z\/ PROPOSED CASTING. 7. INSTALL STEPS PER SPECIFICATIONS
C LOCATION OF 1 �^ . I=1 I I= I I=1 I - \�\� POURED CONCRETE ADJUST STRUCTURE WHEN INLET IS MORE THAN LOCATION OF TOP of CASTING
Y - o0 4 FT IN DEPTH. STEPS NOT 6 BRICK ELEVATION AND COORDINATE
/ COORDINATE WALL AND SLAB Na Hus o DIMENSIONS AS ADJUSTMENT
C FINISHED GRADE �,, SHOWN FOR CLARITY.
0 POINT (3500 PSI) NECESSARY TO COURSES A TOP
z_ Q ELEVATION 8.20
V
AT TOP OF RECEIVE STORM EOLEVATIION ANDTION OF OCOORD COP OF ORDINATE
/�OF CURB
4-1- - N Q FOREBAY BERM OUTLET --� GROUT PIPE ON SKEWS.
`I i Ill 1 11=
CY
Cn .... � ... - - i i I -III i
� III I _ I PIPE AS SHOWN VARIES pLLJ
/ -I 1 11 I=1 I I ON DRAWING NOTE: PLACE TRM AND RIP RAP FROM ELEVATION 6 IN THE (SEE SCHEDULE) 6..
a Q MIN. SLOPE
�c FOREBAY AREA, ACROSS THE TOP OF THE FOREBAY BERM AND TYP.
I DOWN THE SLOPE OF THE MAIN POND AREA TO THE BOTTOM OF 3/8 0 REBARS ON 12 3/4" PER 12"
o #4 BARS 08 as
O.C. ON ALL SIDES OF PIPE THE POND. THE TOE OF THE RIP RAP SLOPE SHALL BE A MINIMUM CENTERS BOTH WAYS *ADJUST STRUCTURE +_ Y _ a
OF 2-FT THICK BY 2-FT LONG. (GRADE 60) DIMENSIONS AS NECESSARY
j A TO RECEIVE STORM PIPE ON A
0 9FOREBAY BERM ARMORING CATCH BASIN 3 4 6 3 1/2 MIN. = `
o SKEWS. „ "
BATTERED CONCRETE HEADWALL "OT TO SCALE NOT TO SCALE SECTION A -A - A
�U) 10 , SECTION B B
6
DOUBLE CURB INLET
avi NOT TO SCALE30 NOT TO SCALE
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Atlantic '
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INCIDENT & INJURY FREE
SIN LESION D ACCIDENTE
LIVE SAFE VIVA SERURU
WORK SAFE TRARAfE SERURU
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Project No: 26300
Drawn:
Checked:
Approved:
'Scale:
use graphic scales if sheet size
varies from 22 x 34
SHEET 58 OF 98
C=5.02

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Tem ra Sediment Trap Construction Specifications
1. Clear, grub, and strip the area under the embankment
of all vegetation and root mat. Remove all surface soil
containing high amounts of organic matter, and stockpile
or dispose of it properly.
2. Ensure that fill material for the embankment is free of NOTE:
H roots, woody vegetation, organic matter, and other 4' MAX
objectionable material. Place the fill in lifts not to THIS TEMPORARY INLET PROTECTION CAN
exceed 9 inches, and machine compact it. Over fill the 19-GAUGE HARDWARE BE INSTALLED AT CURB INLETS PRIOR
embankment 6 inches to allow for settlement. CLOTH 70 PLACEMENT 4F THE CONCRETE CURB
& GUTTER AND ASPHALT AND THEN
3. Construct the outlet section in the embankment. Protect (}' MESH OPENINGS) REPLACED WITH TEMPORARY SAND BAG
the connection between the riprop and the soil from BARRIER INLET PROTECTION.
piping by using filter fabric or keyway cutoff trench STEEL T-POST (1.25 lb./ft. min.)
between the riprop structure and soil. 5' LENGTH MIN. (BRACE AS REQUIRED)
• Place the filter fabric between the riprop and the SURROUND INLET WITH RIP -RAP
soil. Extend the fabric across the spillway foundation (NCDOT #5 OR #57 WASHED STONE) (Q
and sides to the top of the dam; or 'OF
----------------
• Excavate a keyway trench along the center line of
II I I
the spillway foundation extending up the sides to the I - - -
height of the dam. The trench should be at least 2 _ _ -
feet deep and 2 feet wide with 1:1 side slopes. II�
4. Clear the trap area below the elevation of the crest of -I - I -
the spillway to facilitate sediment cleanout.
TURN HARDWARE CLOTH A MINIMUM
5. All cut and fill slopes should be 2:1 or flatter. OF 12" UNDER GRAVEL ON ALL SIDES.
6. Ensure that the stone (drainage) section of the TEMPORARY HARDWARE CLOTH
embankment has a minimum bottom width of 3 feet
and maximum side slopes of 1:1 that extend to the
bottom of the spillway section. AND GRAVEL INLET PROTECTION
7. Construct the minimum finished stone spillway bottom
width, as shown on the plans. with 2:1 side slopes NOT TO SCALE
extending to the top of the over filled embankment.
Keep the thickness of the sides of the spillway outlet BACK OF SIDEWALK
structure at a minimum of 21 inches. The weir must A
be level and constructed to grade to assure design GRAVEL FILTER TO
capacity. SANDBAGS TO OVERLAP LINE ENTIRE
8. Material used in the stone section should be a ONTO CURB BACK OF CURB SANDBAGS OUTSIDE PERIMETER
well -graded mixture of stone with a do size of 9 inches CURB INLET OF SANBAm
F (class B erosion control stone) and a maximum stone
size of 14 inches. The stone may be machine placed
and the smaller stones worked into the voids of the
larger stones. The stone should be hard, angular, and
In'. hl weather -resistant
IE
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ID■
S
12" MIN. OF NCDOT 5, MIN„
#5 OR #57 WASHED
STO N E
FLOW 2 0 0
� a
REFER TO SHEET CG-1.01 FOR
SURFACE AREA AND STORAGE
VOLUME REQUIREMENTS FOR EACH - f -1
TEMPORARY SEDIMENT TRAP I, � II I I� �� FILTER �I
FABRIC
GEOTEX 601
SECTION
OVERFILL EMBANKMENT 6" TO
ALLOW FOR SETTLEMENT
J WO R LENGTH
PROVIDE ROCK DAM COARSE AGGREGATE
MADE OF NCDOT CLASS
"13" RIP RAP STONE. ASTM D4Z N0.1 STONE
(1-1/2 3-1/2" DNA.)
2 � ORIGINAL GRADE
1 r EXTEND FILTER FABRIC
5' BEYOND STONE
FILTER FABRIC
�0 6" MIN SECTION B--B
NOT TO SCALE
L 1=IJ�-_111JI�I SWALE OR OTHER NOTE:
1L SEDIMENT CONTROL 1. CONSTRUCT SEDIMENT
KEY STONE INTO SOIL BARRIER AND CHANNELIZE
A MINIMUM OF 6" 20' MIN DEVICE RUNOFF TO SEDIMENT
RADIUS B TRAPPING DEVICE.
❑ 2. FILTER FABRIC TO BE
O GEOTEX 601.
rr
o WIDTH AS REQUIRED
OUT TO ACCOMMODATE
2:1 1aa. ANTICIPATED TRAFFIC
ZTSIDE C7 (16' MIN.)
SLOPE PZ
3'MIN.
FILTER FABRIC 1:1 MAX.
NATURAL
SIDE GROUND Ld B
SECTION SLOPE
EMERGENCY BY-PASS
6" BELOW SETTLED SUBCONTRACTOR TO
TOP OF DAM SUPPLY WATER TO WASH
TEMPORARY STONE SPILLWAY WHEELS AS NECCESSARY
100' MIN
NOT TO SCALE
PLAN VIEW
NOT TO SCALE
TEMPORARY CONSTRUCTION EXIT
NOT TO SCALE
SECURE ALTE
g y FABRIC TO POST*
:.
DRIP LINE OF TREES MIN. +
( FILTER FABRIC POST
BACKFILL WITH TOPSOIL
9. Discharge inlet water into the basin in a manner to ��; AND COMPACT
prevent erosion. Use temporary slope drains or 3'=" CLEAN 3/4 INCH
diversions with outlet protection to divert ' i GRAVEL OR I I 4' HT. CHAIN LINK FENCE W W
�p�V� EQUAL KEEP OUT SIGN. I I OR APPROVED SUBSTITUTION. �' y
sediment -laden water to the upper end of the pool area I I STEEL T-POST 1.3 lb./ft. ft. min.
SEE NOTE #2 7 TYP• INSTALL FENCING AT THE ( / )
to improve basin trap efficiency. / .I1 •i.
/ \ \7-\ FOR SIGN TEXT � LOCATIONS SHOWN ON THE
10. Ensure that the stone spillway outlet section extends / \
downstream past the toe of the embankment until stable
conditions are reached and outlet velocity is acceptable 2 TO 3 INCH
for the receiving stream. Keep the edges of the stone SPILLWAY
outlet section flush with the surrounding ground, and')
shape the center to confine the outflow stream. A ANCHOR STAKES
FIRMLY INTO
11. Direct emergency bypass to natural, stable areas. CLEAN 3/4 INCH FILTER FABRIC PLAN GROUND
Locate bypass outlets so that flow will not damage the GRAVEL OR SANDBAGS (MIN. 24")
DRAWINGS. FENCE TO BE �N� .y
REMOVED AT THE END OF w w
THE CONSTRUCTION PERIOD.
�
' `L `L `L W �`` I �L •Y
EXISTING GRADE
SYMBOL USE FOR STAKES
embankment. APPROVED EQUAL OVER1 FOOT
12. Stabilize the embankment and at disturbed areas above �~ '�°, ZE \\ NOTE.\\/ NO STNOTE: 'L'
STORAGE OF MATERIALS
the sediment pool and downstream from the trap PONDING HEIGHT - 113EWAUC �\ \\ \ \ /��� WITHIN OR AGAINST THE A �SfILT ^MTFENCE ALONG /
FLOW W
6•
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* SPECIFICATIONS
Tensile Strength (Lbs. Min.) (1)
Warp-120
(ASTM D-4632)
Fill -100
Elongation (%Max.)
40
(ASTM D-4632)
AOS (Apparent Opening Size)
#30
(Max. Sieve Size) (ASTM D-4751)
Flow Rate (Gal/Min/Sq. Ft.)
25
(GUT-87)
Ultraciolet Stability (2) (ASTM D-4632
after 300 hours weathering in
80
accordance with ASTM D-4355)
Bursting Strength (PSI Min.) (ASTM
D-3786 Diaphrom Bursting
175
Strength Tester)
Minimum Fabric Width (Inches)
35
immediately after construction. �--- S , / //� i, / / �i, /� PROTECTION BARRIER. BURY BOTTOM OF FILTER FABRIC IN
13. Calculate the distance from the top of the spillway to " OVERLAP FILTER FABRIC BY
�r NOTES: 6 x6 TRENCH. BACKFlLL TRENCH WITH
SOIL AND COMPACT. SECTION 6° AND WRAP AROUND POST.
the sediment cleanout level (1/2 the design depth) and '\:\ ` 1. REFER TO TREE PROTECTION NOTES ON SHEET GI-0.02 FOR ADDITIONAL INFORMATION. SECURE FILTER
�:
marts it in the field. 2. PLACE SIGNS ON THE FENCE IN ENGLISH AND SPANISH AS FOLLOWS: FABRIC TO POST*
"KEEP OUT - TREE PROTECTION ZONE - NO DISTURBANCE PERMITTED" & NOTE: DO NOT INSTALL *FILTER FABRIC TO BE FASTENED SECURELY TO POSTS WITH A MINIMUM OF THREE
Maintenance Inspect temporary sediment traps at least weekly "NO ENTRE - ZONA DE PROTECC16N DE ARBOL - MNGUNA PERTURBAC16N PERMITTDA" . SILT FENCE ACROSS
;``„ ,; 3:. ;;•, CURB 1. NOT APPLICABLE IN AREAS 3. ROOT AREA OF TREES WHERE SOIL HAS BEEN COMPACTED DUE TO CONSTRUCTION (50-LBS) PLASTIC ZIP TIES. POSITION THE POST WITH THE PROJECTIONS, OR NIPPLES, LI:J]
1:1
and after each significant (1/2 inch or greater) rainfall event and f INLET WITH HIGH SILTS AND CLAYS LOCATIONS OF FACING AWAY FROM THE SILT FENCE FABRIC. PLACE ALL THREE TIES WITHIN THE TOP 8
RA D AT DIRECTION OF THE D B
ACTMTY SHALT_ BE VERTICALLY MULCHED AE TE
.� �_ ) /
r to its \\ � .
(
red restore the trap ��\ WITHOUT FILTER FABRIC.
repair immediately. Remove sediment, a P ,�_�. ; \,.; � CONCENTRATED FLOW. INCHES OF FABRIC, PUNCTURING HOLES VERTICALLY A MINIMUM OF 1 APART. POSITION FILTER FABRIC
' ',-\ CONTRACTOR. THIS SHALL BE ACCOMPLISHED BY AUGURING THE SOIL IN A 2' GRID
original dimensions when the sediment has accumulated to one-half / 2. PERIODICALLY REMOVE AND EACH TIE DIAGONALLY THROUGH THE FABRIC SO THAT IT RESTS ON TOP OF A POST NIPPLE
the design depth of the trap. Place the sediment that is removed REPLACE GRAVEL OLD GRAVEN. PATTERN TO WITHIN 3' OF TRUNK AND TO 10' BEYOND THE DRIP LINE. A 2" TO 3" HAND AND TIGHTEN. FILTER FABRIC
in the designated disposal area, and replace the part of the gravel 2 TO 3 INCH PIPE MAY BE USED AS BACKFlLL OPERATED AUGUR SHALL BE USED TO DRILL HOLES TO A MINIMUM DEPTH OF 12". WORK SECURE FILTER
facing that is impaired by sediment. Check the structure for BETWEEN FIRST AND SECOND MATERIAL IF APPROVED BY THE SHALL BE ACCOMPLISHED BY THE SUB -CONTRACTOR AT NO COST TO D/B CONTRACTOR. FABRIC TO POSTO
damage from erosion or piping. Periodically check the depth of the LAYER of SAND ems. M GEOTECHNICAL ENGINEER. TEMP 0 RARY SILT FENCE
spillway to ensure it is a minimum of 1.5 feet below the low point DRAIN GRAVEL FILTER SECTION A -A # ACCEPTABLE ALTERNATIVES TO SAND BAG BARRIER SHALL 2JOINING TWO ADJACENT
of the embankment. Immediately fill any settlement of the INCLUDE GUTTERBUDDY BY ACF ENVIRONMENTAL, SS-30O TEMPORARY TREE PROTECTION NOT TO SCALE
embankment to slightly above design grade. Any riprop displaced CURB INLET FILTER BY SILT SAVER OR APPROVED EQUAL. NOT TO SCALE EXTEND FILTER FABRIC 5'
SILT FENCE SECTIONS
from the spillway must be replaced immediately.After all ANY ALTERNATIVE METHOD LAST BE INSTALLED PER
sediment -producing areas have been permanently stabilized: remove MANUFACTURER'S REQUIREMENTS. BEYOND CHECK DAM TOP OF CHECK DAM PLAN VIEW
PROVIDE CHECK DAM
the structure and all unstable sediment. Smooth the area to blend 1' VARIES 1' SHALL BE T
(� /� LOWER AT THE
with the adjoining areas, and stabilize properly. TEMPORARY SAND BAG- MADE OF NCDOT CLASS CENTER
SEEDING SPECIFICATIONS
1. as 1111wL W Poe W oat 8MNa M a
Z. Rime To Titer 9E1W FOR FUR m woffi 7LON.
TEMPORARY SEEDING MIXTURE
SEEDING DATES
SPECIES
RATE (Ibs/ac)
Rye (grain)
120
Dec. 1 - April 15
Annual lespedeza (Kobe)
50
April 15 - Aug. 15
German millet
40
Seeding notes:
Ong annual kspedeza when duration of temporary cover is not to suctend beyond June.
Soil amendments:
Foam reoornmendatians of sail tests or apply 2.000 b/acre ground agricultural
lrneetone and 750 lb/acre 10-10-10 firtMw.
Mulch:
Apply 4,000 lb/acre straw wft semoted disk Anchor straw by tocldng with aaplwR.
nwlting. or a nwkh anchoring trod. A disk with blades set nearly straight can be used
as a mulch anchoring tool.
Maintenance:
Refers im if growth is not fully odequabL Reseed, referkWas and mulch immediately
following erosion or other damage.
PERMANENT SEEDING MIXTURE
SEEDING DATES
SPECIES
RATE (Ibs/ac)
September 1 - May 1
Centipede Grass
(Eremochloo ophiuroides)
45
For additional seeding information and requirements refer to
Specification Section 02920 Lawns and Grasses.
Soil amendments:
Appy lens and fertimw occon ing to soil testa or apply 3.000 lb/ore grand
agricultural limestone and 500 lb/acre 10-10-10 ferlAzer.
Mulch:
Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch. Anchor
straw by tacking with asphalt, roving, netting. or by cringing with a mulch anchoring
tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
Maintenance:
Maintain per Specification 02920.
"B" STONE
BARRIER INLET PROTECTION
10I---2-'--I UPSTREAM FACE OF
NOT TO SCALE 6" FREEBOARD I l ACED FROM ECK DAM STOP LBE TO TOE 11I I I
.. „AP STONE.
PLAN
HEADWALL AS02
w/ 4"x4"
TRASH RACK
COVERING
STORM PIPE AS
1/2" HOLES APPROX. * DEWATERING DEVICE, FLEX
NCDOT "B" 3" APART WRAPPED
TUBING, AND GRAVEL
RIP -RAP STONE. IN FILTER FABRIC
JACKET ARE TEMPORARY
EROSION AND SEDIMENT
CONTROL MEASURES FOR
CONSTRUCTION PHASE
ONLY. UPON FINAL SITE
STABILIZATION, TEMPORARY
DEVICES SHALL BE
REMOVED AND PERMANENT
6" DEWATERING
WATER QUALITY MEASURES
DEVICE w/6" FLEX
WATER INSTALLED.
TUBING PARTIALLY
QUALITY
ENCASED IN GRAVEL
ORIFICE,
JACKET
INVERT=8.20 NOTE: SEE DETAIL 5 ON SHEET
C-5.02 FOR HEADWALL DETAIL.
TEMPORARY
SEDIMENT BASIN
ORIFICE
MODIFICATION
NOT TO SCALE
NOTES: 1 L
1. INSTALL TURF 3
REINFORCEMENT MATTING
SC250 AS MANUFACTURERED
BY NORTH AMERICAN GREEN
ON ALL SLOPES GREATER
THAN 3:1. INSTALL PER
MANUFACTURERS
RECOMMENDATIONS.
7 2. MINIMUM OF 0.5 FT. OF
FREEBOARD REQUIRED.
2' MIN. DEPTH 3
EROSION CONTROL
FABRIC
2' MIN.
GRASS SWALE
NOT TO SCALE
!i'
i;0;5 �
0.
NOTE:
1. ALL DISTURBED SLOPES SHALL BE "TRACKED".
2. A DOZER OR SIMILAR TRACKED EQUIPMENT SHALL RUN UP AND DOWN
THE SLOPE TO CREATE GROOVES PERPENDICULAR TO THE SLOPE.
SURFACE ROUGHENING
NOT TO SCALE
3
WITH 1' THICK #57 STONE
2
1 F 1
- FLOW 7
nI
o a
o
FILTER
SECTION FABRIC
`�\�O P20i
CROSS-SECTION
NOTES:
1. TEMPORARY ROCK CHECK DAMS SHALL BE SPACED SUCH•+••.
��'S�Q`•,
THAT THE TOP OF THE DOWNSTREAM DAM IS AT THE SAME
FLOW
ELEVATION AS THE TOE OF THE PRECEDING UPSTREAM DAM.
V;�
2. TEMPORARY ROCK CHECK DAMS SHALL REMAIN UNTIL THE
`
SITE HAS BEEN STABILIZED. UPON STABILIZATION TEMPORARY
r'
ROCK CHECK DAMS SHALL BE COMPLETELY REMOVED AND ALL
DISTURBED AREAS STABILIZED OR SODDED.
•' L- C3
3. REMOVE SEDIMENT TRAPPED IN FRONT OF THE TEMPORARY
', P
P • Thomas J. Davis-
ROCK i� CHECKDAM WHEN IT REACHES ONE-HALF THE HEIGHT
'';
PLAN VIEW
4. FILTER FABRIC TO BE GEOTEX 601.�(/`;
-R4__.a�•slt1�
TEMPORARY ROCK CHECK DAM
NOT TO SCALE
NOTE:
1. PROVIDE 0.75% MINIMUM LONGITUDINAL SLOPE.
2. STABILIZE WITH SEED AND STRAW OR SEED AND MULCH
THE FILL / BERM PORTION IMMEDIATELY AFTER
EXISTING
CONSTRUCTION OF THE SWALE.
GRADE
3. INSTALL TEMPORARY ROCK CHECK DAMS ALONG SWALE
6 MIN.
AS REQUIRED BUT AT A MAXIMUM SPACING SUCH THAT THE
TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS
THE TOP OF THE DOWNSTREAM DAM.
4. IF INSPECTIONS SHOWN THAT STORM WATER FLOW IS NOT
z
FILL
DIRECTED TO THE TEMPORARY SEDIMENT TRAPS OR IF
SEDIMENT BLOCKS THE FLOW, THE SEDIMENT IN THE SWALE
SHALL BE REMOVED AND THE SWALE REPAIRED AS
a°
2:1 MAX.
REQUIRED.
SLOPE (Typ.)
5. INSTALL AN EROSION CONTROL BLANKET IN THE SWALE.
REFER TO EROSION CONTROL BLANKET INSTALLATION DETAIL
FOR INSTALLATION.
EXCAVATION
\
6, FILL SWALE, REMOVE BERM, SEED, STRAW & STABILIZE
AREA ONCE DISTURBED DRAINAGE_ AREA TO SWALE HAS BEEN
COMPLETELY STABILIZED.4
TEMPORARY
DIVERSION
SWALE ��� ° lu'"
NOT TO SCAT F
AVanfiC .. `.-UM ,. .......
INCIDENT a INJURY FREE
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Project No: 26300
Drawn:
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'Scale:
.use graphic scales if sheet size
varies from 22 x 34
SHEET 61 OF 98
C=5905
WI
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(FI
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03
F i I I'� •, I k •,
{

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c0�1 6" OPENINGS ON ALL SIDES
o OF STRUCTURE
3
cp
0
LO I ELEV. = 14.60
1
U
I GRADE
-0 ELEV.
_
"AT" STORM PIPE
rn 18 HDPE
INVERT=10.05
POURED CONCRETE ---�'
v WALL AND SLAB
(4,000 PSI)
Y 12" WIDE
/ POLYPROPYLENE
o PLASTIC STEPS -
IL B 16" O.C. (PROTRUDE
4" MIN. FROM INSIDE
Sm ated Check Slotpiaced
every 30 ft (9 1 m) IM. I
ECB:TRM
Overlap at roL edge _
ITYp 1
Pin -�
Longitodmal Edge
Trench
Teri T-0
2It Min
Edge Trench
Indial Trench J
S
PERSPECTIVE NOTE For Canty. perspectiveviewdoes not
snowan pi a
FIGURE 1 : INSTALLATION IN CHANNEL
ECETRM +F,�� Flow
Cova'ed
Edge
OEwedaPwn9 o F�
Pln
12 in Min (300mmf (Typ )
FIGURE 5OVERLAP AT ROLL END DETAIL
In4al Trench
at Top of Slope --7qi
Pin
pvedap al Edge _
of Roll [Typ )
Terminal Trent
.croeal Shpe
PERSPECTIVE
FIGURE 10: INSTALLATION ON SLOPE
'Noe Fa Canty. Perspective view does not 00w allpins
ECR'TRM
Pm
- r E E
r 5 h (45�mrm,L
)
3 tt tt (900mm) (Typ }
FIGURE 6: PIN PATTERN DETAIL
INSTALL A FRAME AND GRATE BY NEENAH NO. R-1556 IN THE TOP OF THE
STRUCTURE. INSTALL ABOVE STEPS.
LOCATION OF TOP OF CASTING -
FELEVATION AND COORDINATE POINT
ELEVATION = 15.77
FACE OF GROUT
STRUCTURE)
0 Al
� OUTLET PIPES
4 X 24" RCP
INVERT=5.75
0 #4 REBARS ON 12"
o, CENTERS BOTH WAYS
3
v
la
I
0
0
r`0
A[V
r;p
0
0
[V
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U
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0
8"
TYP.
GRADE
ELEV.
"Al STORM PIPE
48" RCP
INVERT=8.25
EC8? RM 1
2h VonFlaw (sea mm)
Compacted --i Overlap
Backhll
E
E -
f �
2 ft (600 mm
M^ Pms
FIGURE 2: INI PAL TRENCH
DOWNSTREAM DETAIL
- ECBTRM
ECBITRM
Compac[etl
Sacl
EV
E(300 mmMin
Pins
FIGURE 3: LONGITUDINAL EDGE TRENCH DETAIL
30 If (9.1 m) Mart. Typ.
0 0
0 It -
I 4' 1.4-1 _ k
(Typ.) O E O
O O-T
o - o
o
IT
a' 114_4
F (Typ.) O
-
O O O
SIN
Pin (Typ.]
FIGURE 7. SIMULATED CHECK SLOT DETAIL
Compacted Backfill
2-3 ft E
Hinge Point (Ii00-900mm) E
-
Min m �
EC6
r-
Faceofsiape
(Prepared Suo9rade) y,l 12 in (300mm) Min
Pms
FIGURE 11 ' INITIAL TRENCH AT TOP OF SLOPE DETAIL
•
_
C;
15'
"AT;' STORM PIPE 1' 1' (TYP.
18 HDPE
INVERT 10.05
'i BARS SHALL BE
A MIN. OF 24"X24"
CO (TYP.)
6" WATER STOP 8"
o-;
(TYPICAL ALL JOINTS) [w
TYP. OUTLET PIPES
4X24"RCP
INVERT=5.75
YARD INLET
NOT TO SCALE
Top of Side Slope
E
E
o ��i o 0 0 0 0 0 0
e
Im
3
0
Covered Edge' 1 ft I30cmm)
Bottom of Side Slope
FIGURE 4PYRAMATS HPTRM
OVERLAP AT ROLL EDGE DETAIL
'Note. Pyramal" HPTRM Edge Shirgle?Cverlap placement depends on down slope direction
(I a Shingle In the direcdan orihe down slope}
ECBITRM
2 It Min
(600 Tim) Rvw
V-1
Comacted BacMium)
FIGURE 8: TERMINAL TRENCH
(UPSTREAM) DETAIL
NOTES:
SITE PREPARATION
INSTALLATION ON A SLOPE
- • Grade and compact area of installation. Subgrade shall be uniform and smooth. Remove all rocks,
• Figure 10 shows general installation layout and details for installation on a slope.
clods, vegetation or other objects so the installed mat will have direct contact with soil surface.
• Excavate initial trench 12 in wide x 12 in deep (300 mm x 300 mm) minimum 2-3 it 1900 mm)
• Prepare seedbed by loosening the top 2-3 in (50-75 mm) minimum of soil.
over crest of slope (see Figure 11).
• Incorporate amendments such as lime and fertilizer and/or wet the soil, if needed.
Excavate longitudinal edge trenches 12 in wide x 12 in deep (300 mm x 300 mm) minimum along both
• Do not mulch areas where mat is to be placed.
sides of the installation 10 bury edges of mat (see Figure 3). The longitudinal edge trenches shall be
3
located along the first and last installed rolls.
SEEDING
+ Beginning at the downstream end of prevailing winds, place roll end into the initial trench and secure
• Apply seed to soil surface before installing mat. Disturbed areas shall be reseeded.
with pinning devices on 12 in (300 mm) centers (see Figure 11). Position adjacent roils and secure in
• See seeding specifications for seed types and application rates.
trench in same manner. Backfill and compact soil into trench.
-
• Unroll mat down the slope over the compacted initial trench.
INSTALLATION IN STORM WATER CHANNELS/GRASSED SWALE
• Secure longitudinal edge trench with pinning devices on 12 in (300 mm) centers (see Figure 3).
Pin • Figure 1 shows general installation layout and details for installation in storm water channels and
• Continue installation as described above, overlapping adjacent rolls as follows:
grassed swales.
A. Roll edge overlap: 6 in (150 mm) minimum overlap with upstream mat on top. Secure with one
• Excavate an initial trench 24 in wide x 24 in deep (600 x 600 ml minimum across the channel at
row of ground pinning devices on 12 in (300 mm) centers (see Figure 4).
downstream end of project (see Figure 2). Deeper initial trench and/or hard armoring may be required
B. Roll end overlap: 12 in (300 mm) minimum overlap with upslope mat on top. Secure with two
in channels that have the potential for scl
rows of ground pinning devices staggered 12 in (300 mm) apart on 12 in (300 mm) centers (see
• Excavate a longitudinal edge trench 12 in wide x 12 in deep (300 x 300 mm) minimum along both
Figure 5).
sides of the installation to bury edges of mat (see Figure 3). The trench shall be located 24 in (600
• Secure mat using suggested ground pinning devices for appropriate frequency and pattern shown on
mm) minimum over crest of slope.
the Pin Pattern Guide (see Figure 13).
• Beginning at the centerline of the channel, place roll end into the initial trench (with 24 in (600 mm)
• For slope heights greater than 45 it (13.7 rl install simulated check slots per Figure 7. This method
minimum lap) and secure with pinning devices on 12 in (300 mm) centers (see Figure 2). Position
includes placing two staggered rows of pins on 4 in 100 mm) centers at 30 it (9.1 m) intervals (see
adjacent rolls and secure in trench in same manner. Backfill and compact soil Into trench. Figure 7) or across the midpoint of the slope height for slope heights less than 60 it (18.2 1
• Unroll mat in the upstream direction over the compacted trench. • Excavate terminal trench 12 in wide by 12 in deep (300 mm x 300 mm) minimum 12 in (300 mm) from
,.S m (39 mmj Be Secure initial trench lap with pinning devices on 12 in (300 mm) centers (see Figure 2). the toe of slope (see Figure 12).
Steel washer • Secure longitudinal edge trench with pinning devices on 12 in (300 mm) centers (see Figure 3). Pin, Backfill and compact end of mat in terminal trench (see Figure 12). Terminal trench pinning
ryadevices should be spaced on 12 in (300 mm) centers (see Figure 12).
Continue installation as described above, overlapping adjacent rolls as follows:
Q d A. Roll edge overlap: 6 in (150 mm) minimum overlap with upsiope mat on top. Secure with one
020 In (5 mm) I creel row of ground pinning devices on 12 in (300 1 centers (see Figure 4). GROUND PINNING DEVICES
B. Roll end overlap: 12 in (300 1 minimum overlap with upstream mat on top. Secure with two Metal pins should be at least 0.20 in I mm) diameter steel with a 1 112 in (38 mm) steel washer at the
rows of ground pinning devices staggered 12 in (300 mm) apart on 12 in (300 mm) centers (see head of the pin (see Figure 9). Metal pins should be driven flush to the soil surface. Pins should be
Figure 5). between 6-24 in (150-600 mm) long and have sufficient ground penetration to resist pullout. Longer
FIGURE s PIN DETAIL • Secure mat using suggested ground pinning devices for appropriate frequency and pattern shown on pins may be required for looser soils. Heavier metal stakes may be required in rocky soils. Depending
TII 2ft 6m}
3 FI (c.9m) 4ft{1 2 m} -
6 it If a.)
fl (0 9m*A
aft y
Face of Slope 4 ft (1 2m)
(Prepared Suhgmde)
ECB
Compacted Racklill
12 m (300mm)
(300mm)
FIGURE 12TERMINAL TRENCH AT TOE OF SLOPE DETAIL
All, A
FIGURE 13a,-31 SloRes FIGURE 13b - 2,1 Slopes
1.5 PIN5Nd^2 2 PINS!Vd"2
1.8 PINS/m^2 2.5 PINSrm"2
NOTE: STAPLES; PINS FOR EXCELSIOR II EROSION CONTROL
BLANKET SHALL BE PLACED 16" TO 24" ON CENTER.
FIGURE 13. PIN PATTERN DETAIL
the Pin Pattern Guide (see Figure 6). on soil pH and design life of the pin, galvanized or stainless steel pins may be required.
• For channel reaches longer than 45 it (13.7 m), install simulated check slots per Figure 7. This
method includes placing two staggered rows of pins on 4 in (100 ml centers at 30 It I I intervals SOIL FILLING
(see Figure 7) or across the midpoint of the channel for channel lengths less than 60 it (18.2 m). • Installed matting shall be re -seeded and soil -filled.
• Excavate terminal trench 24 in wide x 24 in deep (600 x 600 mm) minimum across the channel at the
upstream end of the project (see Figure 8). Deeper terminal trench and/or hard armoring may be • After seeding, spread and lightly rake 1/2 3/4 in (12 19 mm) of tine site soil or topsoil into the mat
required in channels that have the potential for scour. and completely fill the voids using backside of fake or other flat tool.
• Pin, backlill and compact upstream end of mat in terminal trench (see Figure 8). Terminal trench • If equipment must operate on the mat, make sure it is of the rubber -tired type. No tracked equipment
pinning devices should be spaced on 12 in (300 mm) centers (see Figure 8). Unroll mat in or sharp turns are allowed on the mat.
downstream direction over compacted trench with a minimum 24 in (600 mm) lap. Secure lap with .Avoid any traffic over the mat if loose or wet soil conditions exist.
pinning devices on 12 in (300 mm) centers. • Smooth soil -fill in order to just expose the top of matting. Do not place excessive soil above the mat.
• Irrigate as necessary to establish/maintain vegetation. Do not over irrigate.
NOT TO SCALE
GENERAL STRUCTURAL NOTES
GENERAL INFORMATION:
1.
ADJUST STRUCTURE DIMENSIONS AS NECESSARY TO RECEIVE STORM PIPE ON SKEWS. DIMENSIONS SHOWN ON THESE DRAWINGS ARE TO INDICATE INSIDE CLEAR
DIMENSIONS. FIELD VERIFY ALL DIMENSIONS AND COORDINATE WITH EQUIPMENT DRAWINGS. IMMEDIATELY NOTIFY D/B CONTRACTOR OF ANY DISCREPANCIES.
2.
SHOP DRAWINGS SHALL NOT BE REVIEWED FOR APPROVAL UNLESS CHECKED BY THE FABRICATOR.
3.
GROUT ALL PIPE INTO INLET USING NON -SHRINK GROUT TO SEAL AND MAKE WATERTIGHT.
GRADE
ELEV.
CONCRETE AND REINFORCEMENT:
1.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE FOR STRENGTH DESIGN BY ACI 318-08 REQUIREMENTS FOR REINFORCED CONCRETE SHAD_ BE AS FOLLOWS:
ALL CONCRETE f'c=4000 p.s.i.
�� ��
AA STORM PIPE
2.
ALL CONCRETE EXPOSED TO FREEZING SHALL HAVE A MINIMUM OF 564 POUNDS (6 BAGS) OF CEMENT PER CUBIC YARD WITH A MAXIMUM WATER/CEMENT RATIO
48 RCP
OF 0.5 LBS./LB. AND 5 PERCENT ENTRAINED AIR.
INVERT=8.25
3.
ALL REINFORCING BARS SHALL CONFORM TO ASTM A615-09 GRADE 60. REINFORCING SHALL NOT BE HEATED OR WELDED WITHOUT WRITTEN PERMISSION OF THE
•
D/B CONTRACTOR.
4.
HANDLE, PLACE AND TIE REINFORCEMENT STEEL IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE," ACI 318-08 AND C.R.S.I.
PUBLICATION "PLACING REINFORCING BARS," LATEST EDITION.
ao
5.
PROVIDE THE FOLLOWING CONCRETE COVER OVER REINFORCING BARS, UNLESS DETAILED OTHERWISE:
FOOTINGS AND GRADE BEAMS = 3 IN.
6
00
SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER = 3/4 IN.
SLABS AND WALLS EXPOSED TO EARTH OR WEATHER:
15 BARS OR SMALLER = 1 1 /2 IN.
16 BARS AND ABOVE = 2 IN.
di
2
°O
6.
ALL BARS MARKED CONTINUOUS SHALL BE LAPPED WITH A CLASS C. TENSION SPLICE AT CORNERS AND SPLICES WHERE NOT SHOWN. SPLICES SHALL BE
LOCATED ONLY AS SHOWN OR IN ACCORDANCE WITH C.R.S.I. STANDARDS.
7.
ALL FOUNDATION CONDITIONS AND REINFORCING PLACEMENT SMALL BE APPROVED BY THE GEOTECHNICAL/TESTING AGENCY BEFORE CONCRETE IS PLACED.
8.
ALL CONCRETE SHALL BE VIBRATED.
9.
NO REPAIR OR RUBBING OF CONCRETE SURFACES SHALL BE MADE PRIOR TO INSPECTION BY AND WITH APPROVAL OF THE D/B CONTRACTOR.
10.
PROVIDE 2 - 16-S AROUND ALL OPENINGS IN THE CONCRETE WALLS AND SLABS. EXTEND 2'-0" MINIMUM BEYOND ALL CORNERS OR EXTEND AS FAR AS
POSSIBLE WITH STANDARD HOOK AT END WHERE 2'-0" EMBEDMENT LENGTH IS NOT AVAILABLE.
11.
PRECAST STRUCTURES ARE ACCEPTABLE IN LIEU OF POURED IN PLACE STRUCTURES. ALL PRECAST CONCRETE ELEMENTS SHALL MEET ASTM C913.
12.
MINIMUM BEARING PRESSURE FOR WET WELL AND CONCRETE VAULT SHALL BE 2000 P.S.F.
Ire- ♦- - 14 S'tl
"m ' .f _J ` f �r r` L a
Thcmas J. Davis
No. 2901zi
EXISTING GRADE EARTHEN DAMS'
V
6" MIN.
- TEMPORARY
DIVERSION SWALE
18" HDPE PIPE
EXISTING GRADE
NOTE:
REMOVE TEMPORARY SLOPE EARTHEN DAM
DRAIN, SLOPE DRAIN
ANCHORS AND EARTHEN 4
DAM ONCE THE DRAINAGE
AREA TO THE DRAIN HAS
BEEN COMPLETELY 1� 6" MIN. \� 1
STABILIZED.
_ owl
18" HDPE PIPE, ANCHOR 10- Tr
PIPE TO POND SIDE SLOPE
AS REQUIRED. BOTTOM OF TEMPORARY
DIVERSION SWALE
INSTALL A
TEMPORARY ROCK
5' MIN CHECK DAM 10' PROPOSED WET POND IN FRONT OF
SIDE SLOPE. EARTHEN DAM.
BOTTOM OF POND
TEMPORARY SLOPE DRAIN
0\._"
Atlantis ' ".....
INCIDENT & INJURY FREE
SIN LESION 0 ACCIDENTE
LIVE SAFE Ill SESORR
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Project No: 26300
Drawn:
Checked:
Approved:
*Scale:
`use graphic scales if sheet size
varies from 22 x 34
SHEET 62 OF 98
C=5906
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PROTECT EMERGENCY SPILLWAY WITH TURF
REINFORCEMENT MATTING (TRM)
LANDLOK 300 AS MANUFACTURED BY
PROPEX GEOSYNTHETICS (OR APPROVED
EQUAL) INSTALL PER MANUFACTURERS
RECOMMENDATIONS AND REQUIREMENTS.
EXTEND TRIM ALONG ENTIRE SPILLWAY
ONCE COMPLETED
20'
RIP RAP D50=8"
0
SECTION
NOTE: THE TOE OF THE RIP RAP SLOPE SHALL
BE A MINIMUM OF 2—FT THICK BY 2—FT LONG.
2 EMERGENCY SPILLWAY
NOT TO SCALE
ELEV. = 7.70 E
10" SA . _ . 06 � ,.,? ;` ;- �11�12 , _ ELEV. = 7.00
1U 3A _.
1
I
POND FENCE. SEE
LANDSCAPE
ARCHITECTURAL
DRAWINGS FOR
DETAILS
100 YR. WSEL ELEV. = 13.15
ELEV. = 8.70
5 1 10 '
1 3.5 5' 5'
2 �
ELEV. = 14.42
8
10 FT. WIDE
VEGETATED SHELF.
SEE SHEET C4.05 FOR
SECTION 2 DETAILS.
POND GRADING DETAIL
0
N
11-11-
FINISHED GRADE EL.=13.50
EL. =12.50
TYPICAL AT LOCATIONS
1 15 14 AROUND POND TO TIE UP
TO EXISTING GRADES.
1 15 3
TO EXISTING GRADES.
15'
NOT TO SCALE
SCALE : 1 " = 40'
NOTE: AFTER FINAL STABILIZATION OF THE SITE, THE SUB —CONTRACTOR SHALL VERIFY THAT THE
BOTTOM ELEVATION OF THE WET POND AND FOREBAY AREA ARE AT A MAXIMUM ELEVATION OF
2.00. SHOULD THE ELEVATION BE HIGHER THAN 2.00, THE SUB —CONTRACTOR SHALL REMOVE
THE BUILT—UP SEDIMENT TO ESTABLISH THIS REQUIRED MAXIMUM ELEVATION. ANY SEDIMENT
REMOVED SHALL BE PROPERLY DISPOSED OF.
20
POND,, 3ECTION P R..O FILE
15
..
.........
........
,
i
......... .
15
�EXISTING
-�
GRADE
— — -- -- --
TEMPORARY POOL
ti ----..
_ --- ......
_
ELEVATION =.70 _
SHWT=8.67
10
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: PERMANENT POOL
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5
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.. SEE POND GRADING
5
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... SHEET FOR POND
....... ..... _ _
SLOPE GRADING
SEDIMEN POND 'CLEANOUT ELEVATION
— 2.'00
PROPOSED GRADE
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CAMP LEJEUNE
NORTH CAROLINA
CIVIL SITE DESIGN
MATERIAL LAYDOWN / STOCKPILE AREA
`CHERRY POINT
, �1
Wilmington
VICINITY MAP
PREPARED BY:
LLER,
LITTLEJOHN ENGINEERING ASSOCIATES
ENGINEERING • PLANNING • LANDSCAPE ARCHITECTURE- LAND SURVEYING
1935 Twenty -First Avenue South Nashville, Tennessee 37212 Phone [phone]
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AUGUST 27, 2009
WS0N41f PROJECT LOCATE
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CIVIL DRAWINGS
SHEET # TITLE
GI-0.00 COVER SHEET
GI-0.01 GENERAL NOTES
CD-4.01 DETAILED SITE DEMOLITION
CG-4.01 DETAILED GRADING PLAN
C-5.01 SEDIMENT & EROSION
CONTROL DETAILS
f
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SITE MAP
PREPARED FOR:
Adus
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CPESC 9.7?o
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P Thomas J. Davis
OSr- • No. 2901 : O
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ACUS LEND LEASE., LLC
1801 WEST END AVENUE, SUITE 1700
Nashville Tennessee 37203
Phone: [phone] Fax: [phone]
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SHEET 3 OF 5
CD=4e01
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,4f TEMPORARY
SILT FENCE 2
(TYP.) C -01
3
F
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LIMITS OF
alvnnv� I�A.�vincv — .�,rvv t..r.
STORAGE PROVIDED = 7,300 C.F.
.. Oio = 6.5 CFS
SURFACE AREA REQUIRED = 2,828 S.F.
SURFACE AREA PROVIDED = 3,775 S.F.
TOP OF EMBANKMENT ELEV. = 16.5 FT.
WEIR ELEV. = 15.5 FT.
WEIR LENGTH = 8 FT.
BOTTOM OF TRAP ELEV. = 13.0 FT.
CLEAN -OUT TRAP ELEV. = 14.25 FT.
TEMPORARY SEDIMENT
TRAP NO. 2*
DISTURBED DRAINAGE AREA = 1.0 AC.
STORAGE REQUIRED = 3,600 C.F.
STORAGE PROVIDED = 5,500 C.F.
Qio = 4.4 CFS
SURFACE AREA REQUIRED = 1,914 S.F.
SURFACE AREA PROVIDED = 3,070 S.F.
TOP OF EMBANKMENT ELEV. = 18.5 FT.
WEIR ELEV. = 17.5 FT.
WEIR LENGTH = 8 FT.
BOTTOM OF TRAP ELEV. = 15.0 FT.
CLEAN -OUT TRAP ELEV. = 16.25 FT.
*5EE SHEET GI -MI FOR CONSTRUCTION
AND MAINTENANCE SPECIFICATIONS
t� , ` <oo
<qD GENERAL SEQUENCE OF CONTRUCTION:
i V/
�4% 1. INSTALL GRAVEL CONSTRUCTION ENTRANCES,
TEMPORARY SEDIMENT TRAPS, DIVERSION
� % 14f `% SWALES, TREE PROTECTION AND SILT FENCE
PRIOR TO ANY LAND DISTURBING ACTIVITIES.
2. DEMOLITION OF EXISTING ROADWAYS,
3.1 SLOPE �y ` STRUCTURES AND UTILITIES AS REQUIRED.
TYP. TEMPORARY ��0 3. COMMENCE GRADING AND MAINTAIN ALL
(TYP.)
) g' SEDIMENT AND EROSION CONTROL
! (TYP.) C5.01 J MEASURES THROUGHOUT THE
�1 CONSTRUCTION PERIOD.
4. REMOVE SILT AND SEDIMENT BUILD—UP AT
7P / ALL SILT FENCING AND SEDIMENT TRAPS TO
4/ MAINTAIN ADEQUATE SEDIMENT CONTROL
�7s MEASURES.
�s y� 5. ESTABLISHMENT PERMANENT GROUND
)A COVER.
�-� 6. WHEN CONSTRUCTION IS COMPLETED AND
` APPROVED BY D/B CONTRACTOR, REMOVE
\` -° ENTDRAN IMENT ES SEED AND MULCH ALL VEL CTION
DISTURBED AREAS.
J / 7. CLEAN UP.
TEMPORARY. SEDIMENT /
S W TRAP NO. 2 8
/
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GRADES AS REQUIRED.LW
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TURF REINFORCEMENT MATTING ►y C ESC 9.: p
b9�q
(TRM) LANDLOK 300 AS :m73 ThomasJ. Davis
MANUFACTURED BY PROPEX W1 0 8' O No'
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FINISHED GROUND • cS�O.��,,• Gp
GEOSYNTHETICS (OR APPROVED SURFACE 2_# 4
NOTES:
EQUAL). * USE 4000 PSI CONCRETE. ,'•:4k) SCD�ti� •�
INSTALL PER MANUFACTURERS ;#4® 9" * PROVIDE ALL REINFORCING STEEL WHICH
RECOMMENDATIONS AND MEETS ASTM A615 FOR GRADE 60 WITH
REQUIREMENTS. / = 2" MIN. CLEARANCE.
N ' PLACE LIFT HOLES OR PINS
...tOUND LEASE LINE
FS
p .®.,
ELEVATION
V Mill. TTIVL Jlrllr Vr IVnr
REINFORCEMENT MATTING LANDLOK 300
AS MANUFACTURED BY PROPEX
GEOSYNTHETICS (OR APPROVED EQUAL)
INSTALL PER MANUFACTURERS
RECOMMENDATIONS AND REQUIREMENTS
INACCORDANCE WITH OSHA STANDARD
1926.704.
' PIPE TO BE GROUTED INTO HEADWALL
ON SITE BY SUB -CONTRACTOR.
i ALL ELEMENTS PRECAST TO MEET ASTM
C913.
2-lek4t'7� 2-14 * CHAMFER ALL CORNERS 1".
a"
O.C. * PRECAST HEADWALLS ARE ACCEPTABLE
SECTION IN LIEU OF CONCRETE CAST IN PLACE
HEADwALLS.
HEADWALL DIMENSIONS FOR CIRCULAR PIPES
PIPE DIA.
H1
H2
D
w1
w2
UP TO 18"
15"
36"
30"
36'
72'
UP TO 30"
24"
48"
42"
54"
120"
UP TO 42"
30"
60"
48"
72"
132"
UP TO 60"
36"
80"
1 54" 1
90'
156"
I
1 �
0 15 30 45 e0 120 180
SCALE : 1 ' = 60'
REFER TO SHEET GI-0.01 FOR
EXISTING FEATURES LEGEND.
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C0NINAILIN[TIES
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