64-09, 4-1-09 Oversized Plans

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VICINITY MAP
NOT TO SCALE
ARCH11E. BLUE COMMUNITY PARK
AREA A:
SEE SHEETS C100, C"00,
C3003 C400 AND C500
AREA B:
SEE SHEETS C100, C200,
C;301, C401 AND C501
SITE MAP
NC- —0 SC
OWNER:
CITY OF WILMINGTON
PUBLIC SERVICES DEPARTMENT
209 COLEMAN DRIVE
WILMINGTON, NC 28412
CONTACT:
CARLA ISOM
910.343.4777
AT
LOVE GROVE
WILMINGTON, NC
CAMA MAJOR PERMIT SUBMITTAL
LANDSCAPE ARCHITECTURE
STEWART
421 FAYE=TTEVILLE STREET, STE 400
RALEIGH, NC 27601
CONTACT: GRAHAM H. SMITH, RLA
919.866.4807
[e-mail]
CIVIL ENC =ERING SURVEY-
STEWART
201 N FRONT --:--ET, STE
V,'ILMINGTOL 28401
DESIGN CONSULTANT:
PARKS AND GARDENS
4309 WEST 44TH AVENUE
DENVER, CO 80212
CONTACT: BILLY GREGG. PRINCIPAL
303.455.3779
[e-mail]) m
SITE DATA
TOTAL SITE AREA: 27.98 ACREA
TOTAL DISTURBED AREA: 6.31 ACRES
ZONED: R-3 RESIDENTIAL
PARCEL ID#: R04806-006-026-000
REQUIRED PARKING: N/A
PROVIDED PARKING: 31
- OTAL IMPERVIOUS AREA: 1.16 ACRES
SHEET INDEX
SHEET DESCRIPTION
COV
COVER SHEET
C100
EXISTING CONDITIONS (OVERALL)
C'200
DEMOLTION PLAN
C300
SITE: PLAN (AREA A)
C301
SITE PLAN (AREA B)
C302
SITE SE "'ON VIEW
C303
.-
WATER STRUCTURE SECTION VIEW
C400
EROSION CONTROL PLAN
C500
GRADING, UTILITY AND DRAINAGE PLAN (AREA A)
C5011
GRADING, UTILITY AND DRAINAGE PLAN (,AREA B)
C900
DETAILS - SITE
C901
DETAILS - SITE
I
DIVISION OF
COASTAL MANAGEfviE1-\
COVER SHEET
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FINAL DRAWINGS
- NOT
RELEASED FOR CONSTRUCTIOI
Project No.
C8042
Drawn By
GT/MJ
Checked By
GHS
Issue Date:
04.01.09
cov

LINE TABLE
LINE
LENGTH
BEARING
L7
53.00
N27' 30' 02.91"E
L2
49.81
N27' 27' 59.26"E:
L3
49.45
N27' 20' 42.08"E
L4
50.30
N27' 30' 42.38"E
L5
47.44
N27' 04' 26.06"E
L6
102.45
S62' 47' 13.01 "E
L7
50.00
S27' 55' 26.69"W
L8
104.12
S62' 54' 45.25"E
L9
200.01
S27' 50' 02.56"W
L10
102.57
N62' 54' 37.43"W
L11
101.96
N62' 47' 25.30"W
L12
50.00
N63' 34' 00.13"W
L13
76.39
N26' 25' 59.87"E
L14
160.01
N63' 31' 01.09"W
L15
39.99
N63' 30' 52.91"W
L16
49.95
N26' 25' 33.72"E
L17
100.01
N26' 29' 36.93"E
L18
242.06
N26' 29' 42.50"E
L19
50.72
N26' 29' 47.81 "E
L20
98.91
S63' 24' 22.94"E
LINE TABLE
LINE
LENGTH
BEARING
L21
150.65
S63' 23' 18.49"E
L22
50.42
S26' 25' 36.65"W
L23
101.32
S62' 47' 42.32"E
L24
51.60
N26' 09' 55.45"E
L25
49.83
N26' 09' 20.63"E
L26
47.70
N26' 09' 24.27"E
L27
100.61
N63' 34' 33.69"W
L28
47.54
S26' 25' 53.41 "W
L29
50.00
N63' 25' 13.04'W
L30
99.13
N26' 25' 39.59"E
L31
98.48
N62' 54' 20.48"W
L32
50.75
N27' 13' 07.06"E
L33
30.19
N27' 00' 12.92"E
L34
j 19.42
N27' 33' 51.19"E
L35
48.95
N27' 18' 29.15"E
L36
9.64
N27' 45' 34.62"E
L37
39.53
N27' 27' 30.79"E
L38
49.36
N27' 22' 21.99"E
L39
48.91
N27' 20' 02.86"E
L40
101.25
N63' 20' 18.01"W
LINE TABLE
LINE
LENGTH
BEARING
L41
49.95
N27' 10' 37.43"E
L42
100.00
S63' 21' 45.54"E
L43
95.14
S63' 13' 27.70"E
L44
48.66
N27' 29' 15.60"E
L45
49.93
N27' 22' 54.00"E
L46
50.20
N27' 33' 15.25"E
L47
48.74
N27' 06' 27.92"E
L48
49.71
N27" 30' 50.88"E
L49
49.29
N27' 27' 30.78"E
L50
5.17
N27' 24' 04.02"E
L51
43.64
N27' 24' 20.84"E
L52
53.06
N27' 27' 56.36"E
L53
96.34
N62' 49' 12.25"W
L54
98.51
N62' 55' 17.51"W
L55
49.83
N27' 06' 21.82"E
L56
51.93
N27' 11' 55.71"E
L57
49.00
N27' 17' 29.22"E
L58
98.11
S63' 41' 39.41 "E
L59
432.57
N27' 59' 23.75"E
L60
195.98
N27' 58' 33.19"E
NO WETLANDS HAVE BEEN IDENTIFIED WITHIN THE LIMITS
OF DISTURBANCE FOR THIS PROJECT. DETERMINATION
PREFORMED BY STEWART ENGINEERING
LINE TABLE
LINE
LENGTH
BEARING
L61
0.65
N28' 00' 29.20"E
L62
44.81
S45' 22' 00.61 "E
L63
18.45
S53' 16' 36.23"E
L64
33.94
S45' 12' 53.77'E
L65
15.11
S51' 15' 32.50"E
L66
16.05
S4' 40' 55.54"E
L67
15.31
S1' 39' 11.05"W
L68
14.23
S47' 44' 46.60"E
L69
15.56
S62' 16' 59.57"E
L70
17.01
S58' 42' 08.39"E
L71
16.60
S64' 51' 14.34"E
L72
15.04
S68' 46' 01.91"E
L73
18.15
S78' 07' 52.32"E
L74
10.50
S43' 54' 08.85"E
L75
16.19
S9' 05' 44.14"E
L76
18.38
S7' 36' 09.36"W
L77
31.04
S2' 59' 06.54"E
L78
16.56
S10' 38' 56.75"E
L79
16.44
S22' 33' 12.15"E
L80
19.05
S39' 16' 09.82"E
LINE TABLE
LINE
LENGTH
BEARING
L81
35.51
S32' 33' 44.56"E
L82
20.17
S41' 16' 24.28"E
L83
19.41
S48' 33' 32.70"E
L84
19.01
S45' 26' 57.54"E
L85 1
17.72
S56' 33' 38.66"E
L86
17.46
S66' 35' 08.01 "E
L87
18.78
S63' 18' 31.83"E
L88
34.82
S59' 42' 09.62"E
L89
15.32
S56' 31' 29.52"E
L90
16.97
S51' 31' 43.57"E
L91
15.43
S34' 45' 35.25"E
L92
15.16
S41' 29' 48.75"E
L93
7.01
S14' 14' 14.98"W
L94
12.45
S74' 19' 12.26"W
L95
15.85
S83' 18' 04.23"W
L96
16.77
S87' 21' 28.30W
L97
7.79
S56' 21' 36.91 "W
L98
16.90
S8' 17' 38.52"W
L99
12.39
S1' 22' 15.12"E
1-100
9.28
S85' 20' 00.28"E
LINE TABLE
LINE
LENGTH
BEARING
L101
15.52
N86' 52' 02.47"E
L102
17.03
S75' 56' 01.82"E
L103
16.46
S63' 53' 00.33"E
L104
9.18
S14' 24' 09.19"E
L105
4.61
S3' 19' 32.79"E
L106
16.03
S6' 57' 15.94"W
L107
10.71
S26' 06' 39.19"W
L108
16.35
S66' 21' 11.36"W
L109
18.09
S84' 06' 32.91 "W
L110
18.90
N82' 57' 02.90"W
L111
52.56
S87' 03' 31.52"W
L112
67.83
S82' 15' 19.61 "W
L113
15.69
S72' 41' 51.49"W
L114
18.50
S66' 32' 44.92"W
L115
18.12
S50' 23' 03.86"W
L116
14.87
S34' 39' 02.93"W
L117
32.41
S27' 51' 08.47"W
L118
16.17
S20' 37' 08.48"W
L119
34.81
S9' 42' 36.34"W
L120
32.29
S6' 00' 26.98"W
LINE TABLE
LINE
LENGTH
BEARING
L121
15.64
S3' 52' 50.21 "E
L122
16.81
S13' 06' 08.19"E
L123
36.02
S22' 39' 26.53"E
L124
18.28
S39' 11' 52.11 "E
L125
16.58
S5150' 59.35"E
L126
18.27
561' 21' 02.51 "E
L127
15.49
S49' 33' 41.32"E
L128
12.35
S58' 27' 19.64"E
L129
15.54
S79' 05' 08.68"E
L130
17.61
S83' 41' 54.11 "E
L131
16.04
N85' 53' 28.95"E
1-132
32.28
N79' 23' 51.58"E
L133
18.97
N73' 56' 21.24"E
L134
47.16
N82' 13' 06.68"E
-135
14.76
S30' 45' 33.18"E
L136
19.48
511' 44' 28.13"E
L137
14.29
S11' 44' 56.38"E
-138
17.32
532' 41' 50.29"E
L139
14.40
�20' 06' 29.53"W
L140
17.49
1,47' 47' 52.27"W
LINE TABLE
LINE
LENGTH
BEARING
L141
48.24
S59' 08' 13.37"W
L142
16.79
S47' 53' 57.52"W
L143
17.16
S43' 00' 48.94"W
L144
33.50
S62' 25' 00.68"W
L145
18.43
S54' 15' 29.62"W
L146
15.36
S49' 41' 51.63"W
L147
36.24
S43' 56' 47.94"W
L148
15.05
S30' 46' 53.29"W
L149
13.41
S46' 25' 10.46"W
L150
17.43
S57' 34' 51.92"W
L751
17.73
S49' 21' 23.50"W
L152
51.00
S37' 34' 34.65"W
L153
33.42
S39' 49' 11.99"W
L154
15.88
S50' 15' 17.21 "W
L755
15.11
S42' 30' 18.62"W
L156
34.37
S52' 56' 06.63"W
L157
48.80
S38' 50' 47.26"W
L158
34.92
S52' 24' 23.55"W
L159
17.54
S45' 14' 49.620W
L160
35.55
S55' 09' 22.22"W
LINE
TABLE
LINE
TABLE
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
L161
49.78
S40' 32' 58.35"W
L181
19.38
S33' 01' 09.97"E
L162
31.03
S33' 33' 01.45"W
L182
15.88
S15' 44' 20.56"E
L163
17.35
S49' 34' 40.07"W
L183
17.29
S5' 35' 40.51 "W
L164
33.14
S43' 08' 04.28"W
L184
17.96
S17' 36' 53.28"W
L165
33.42
S32' 52' 50.88"W
L185
34.76
S13' 56' 34.28"W
L166
35.94
S39' 34' 53.95"W
L7 86
17.81
S6' 13' 43.05"W
L167
30.33
S43' 35' 41.79"W
L187
36.39
S3' 43' 29.40"W
L168
53.81
S25' 58' 26.25"W
L188
21.30
S7' 52' 51.36-W
L169
17.81
S37' 56' 25.09"W
L189
17.67
S11' 12' 34.06"W
L170
15.19
S26' 09' 58.54"W
L190
37.62
S19' 35' 51.72"W
L171
16.27
S14' 55' 22.26"W
L191
18.15
S28' 36' 24.93"W
L172
18.82
S6' 39' 11.65"W
L192
7.90
S40' 19' 42.85"W
L173
32.08
S3' 48' 25.40"W
L193
17.75
S30' 33' 06.09"E
L174
31.36
S2' 57' 24.81"E
L194
18.45
S58' 37' 33.87"W
L175
69.78
S7' 00' 17.57"E
L195
18.09
N32' 03' 50.07"W
L176
51.31
S13' 10' 03.72"E
L196
.3.75
N59' 54' 13.40"W
L177
69.82
S16' 51' 41.45"E
L197
15.37
S59' 19' 57.90"W
L178
36.58
S10' 26' 59.06"E
L198
17.46
S66' 09' 20.48"W
S76' 26' 59.85"W
L179
16.41
S17' 02' 16.44"E
L199
34.69
L180
32.34
S37' 51' 13.46"E
L200
1 B.95
S71' 36' 30.00"W
LINE TABLE
LINE
LENGTH
BEARING
L201
33.54
S73' 51' 47.29"W
L202
18.51
S68' 31' 47.10"W
L203
33.58
S63' 04' 57.61 "W
L204
17.29
S55' 16' 04.84'W
L205
18.55
S63' 49' 34.25"W
L206
47.18
S48' 20' 50.77"W
L207
17.90
S54' 05' 25.00"W
L208
8.70
S45' 44' 46.43"W
L209
193.92
N78' 04' 17.24"W
L210
100.76
N76' 53' 52.08"W
L211
31.35
N26' 25' 51.71"E
L212
82.26
N77' 01' 46.18"W
L213
67.52
N26' 25' 45.96"E
L214
40.00
N62' 37' 52.32"W
L215
14.53
N62' 37' 37.81 "W
L216
25.47
N62' 41' 39.14"W
L217
0.01
N26' 25' 53.48"E
L218
52.35
N27' 32' 22.30"E
L219
48.11
N27' 31' 19.10"E
L220
48.30
N27' 23' 24.03"E
LINE TABLE
LINE
LENGTH
BEARING
L221
49.97
N27' 21' 37.51'E
L222
49.31
N27' 26' 28.80"E
L223
49.05
N27' 34' 40.37"E
L224
49.19
N27' 10' 23.20"E
L225
50.29
N27' 30' 04.16"E
L226
100.61
S63' 19' 15.02"E
L227
101.57
S63' 12' 12.07"E
L228
48.87
S27' 22' 21.64"W
L229
51.67
S27' 37' 28.88"W
L230
48.77
S27' 25' 57.10"W
L231
49.81
S27' 27' 22.59"W
L232
48.89
S27' 00' 53.01 "W
L233
50.49
S27' 23' 11.64"W
L234
28.65
S27' 30' 52.70"W
L235
19.99
S27' 30' 51.71 "W
L236
50.87
S27' 28' 40.91 "W
L237 1
102.16
N62' 51' 42.52"W
L238
34.36
N62' 51' 33.99"W
L239
65.83
N62' 51' 35.02"W
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SHEET NOTE:
1. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND
ABOVE, ARE BASED ON A FIELD SURVEY PERFORMED BY STEWAR f
ENGINEERING, INC. AN0 THE BEST AVAILABLE RECORD DRAWINGS. PRIOR
TO THE BEGINNING OF CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL
LOCATE ALL EXISTING UTILITIES, UNDERGROUND LINES, AND STRUCTURES
AS NECESSARY TO AVOID DAMAGING OR DESTROYING EXISTING SERVICES.
1 \
H/F
1 DAYTIE PROQtAWMG INC
PG.--��
\
\
Approved Construction Plan \\ DRAINAGE PLAN
.e V APPROVED
Planning \ CITY OF WILMINGTON
Traffic _ \ STORMWATER DISCHARGE
\ PERMIT NOT REQUIRED
Fire \
\ SIGNATURE DATE
For each open utility cut of \
City streets. a S325 permit \
shall be required from the
City prior to occupancy
and/or project acce2ta-ce.
1 inch
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MAY 4 2009
1
DIVISIOINr OF
N COASTAL MANAGEMEk
GRAPHIC SCALE
( IN FEET )
1 inch = 100 !t"
EXIS>TING CONDITIONS (OVERALL)
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FINAL DRAWINGS - NOT
RELEASED FOR CONSTRUCTIOI
Project No. C8042
Drawn By GT/MJ
Checked By GHS
Issue Date: 04.01.09
C 100

EXISTING CONCRETE —�-- `
STRUCTURE TO REMAIN —
PROTECT IN PLACE.
1 1
Approved Construction Plan
Name _,ate
Planning
Traffic
Fire
CAMERON COMPANY LLC., 1 For each open utility cut of
D.B. —, PG. — City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance
1 inch
DEMOLITION NOTES
1. THE CONTRACTOR SHALL NOTIFY THE N.C. ONE CALL CENTER AT
1-800-632-4949 PRIOR TO STARTING WORK.
2. THE CONTRACTOR SHALL NOTIFY THE CITY OF WILMINGTON
(910-254-•0900) AND THE CAPE FEAR PUBLIC UTILITIES AUTHORITY
(190-332-6560) PRIOR TO STARTING WORK.
3. THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR
CHANGES TO THE EXISTING TRAVEL PATTERNS ON ANY PUBLIC STREET
WITHOUT PRIOR APPROVAL FROM THE CITY OF WILMINGTON
TRANSPORTATION DEPARTMENT AND/OR NCDOT.
4. THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE, AND FEDERAL REQUIREMENTS REGARDING REMOVAL AND
DISPOSAL OF MATERIALS AND DEBRIS.
5. ALL DEMOLITION WORK ON THE SITE WILL BE COORDINATED WITH
CONTRACTOR.
6. RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE
LOCAL UTILITY PROVIDER(S).
7. CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT
CONSTRUCTION THAT ARE TO REMAIN, SHALL BE PROTECTED FROM
DAMAGE AND RAISED TO FLUSH WITH NEW GRADE.
8. REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD
JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE FOR NEW
CONSTRUCTION. SAW CUT EXISTING ASPHALT DRIVE AT LIMITS OF NEW
CURBING TO OBTAIN A CLEAN EDGE.
9. CONTRACTOR SHALL RESTORE THE LAY —DOWN AND STAGING AREA
TO ORIGINAL CONDITIONS AND TO THE SATISFACTION OF THE OWNER,
PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT.
10. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL.. COMPACTION OF
THESE SOILS PERFORMED IN ACCORDANCE WITH SPECIFICATIONS AND
DRAWINGS.
11. ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL
BE STOCKPILED AND REUSED ON SITE WHERE POSSIBLE IF IT
CONFORMS TO SPECIFICATIONS AND DRAWINGS.
12. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED
COMPLETELY, INCLUDING ALL SUBGRADE MATERIALS DIRECTLY
ASSOCIATED WITH ITEMS TO BE REMOVED.
13. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF
LEGALLY OFFSITE UNLESS OTHERWISE NOTED ON THIS PLAN.
14. ALL TREES AND VEGETATION NOTED TO BE REMOVED SHALL BE
GROUND INTO MULCH, AND STOCKPILED FOR FUTURE USE.
15. A TREE REMOVAL PERMIT IS REQUIRED BEFORE ANY CLEARING
GRADING OR OTHER AUTHORIZATIONS MAY BE ISSUED INCLUDING SOIL
AND SEDIMENTATION CONTROL PERMITS AND BUILDING PERMIT.
16. ALL TREES TO BE REMOVED SHALL BE GROUND DOWN TO A
MINIMUM DEPTH OF 24" BELOW PROPOSED FINISH GRADE OR STUMP
REMOVED COMPLETELY. STUMP SHALL BE REMOVED COMPLETELY
UNDER ANY PROPOSED PAVEMENT.
17. TOPOGRAPHIC INFORMATION SHOWN WAS CONDUCTED BY STEWART
ENGINEERING INC.
18. A STATE OF NORTH CAROLINA DENR LAND DISTURBANCE PERMIT IS
REQUIRED FOR THIS PROJECT PRIOR TO ANY LAND DISTURBANCE
ACTIVITIES.
19. A STORMWATTER PERMIT IS REQUIRED THROUGH CITY OF
WILMINGTON AND/OR NCDENR PRIOR TO CONSTRUCTION.
20• TREE PROTECTION MEASURES SHALL BE PROVIDED DURING
CONSTRUCTION PER APPLICABLE PERMITS AND THE BID DOCUMENTS.
NO WORK SHALL BE DONE WITHIN THE TREE PROTECTION AREA.
211. ALL WORK MUST BE COMPLETED WITHIN EASEMENTS AND
CONSTRUCTION LIMITS SHOWN.
LEGEND
— TREE PROTECTION FENCE
— — -�)D— — — LIMIT OF DISTURBANCE
111J `L/J"
MAY c tl 2009
DIVISION
COASTAL ANA'
GRAPHIC SCALE
30 so 120
( IN FEET )
1 inch = 60 ft
DEMOLITION PLAN
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FINAL DRAWINGS - NOT
RELEASED FOR CONSTRUCTIOI
Project No. C8042
Drawn By GT/MJ
Checked By GHS
Issue Date: 04.01.09
C200

- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
KEYNOTELEGEND
❑ SEED ALL DISTURBED AREA-5 SEE SHEET C400 FOR TEMPORARY SEEDING AND SHEETS L100 AND L101 FOR ..........
PERMANENT SEEDING. m.
vv
TO-
FlA] PLANTING BED NCONTRACTOR WITH 4" DEEP -V- TRENCH EDGE. REINSTALL CURB. AND J_ .......... .... . ........ ......
6
FZ] FURNISH AND CONSTRUCT 24" WIDE CONCRETE CURB AND GUTTER (18" PAN AND 6" CURB) - SEE DETAIL GU-F'-M-R:: AND" TO`MAKE
11-C900 THE TRANSITION TO THE
... . ...... . . . ....... ................
LINE AS- -
VA FURNISH AND CONSTRUCT CITY OF WILMINGTON STANDARD ADA ACCESSIBLE CONCRETE CURB RAMP WITH
-PROPERTY ..........
5,
s14 I.
TRUNCATED DOMES PER CITY STANDARDS- SEE DETAIL 10-C901. - - - - - - - - - - - - -----SMOOTH' APOSSIBLE, _T_-SEE -DETAlt - - - - - -
7
F2B� FURNISH AND INSTALL MIXED SIZE CRUSHED GRAVEL (WITH 5.5" METAL EDGING MERE NOTED) -SEE DETAIL 27-C903.
'K.
8-C900. N/F
❑FURNISH AND INSTALL CONCRETE PAVING PER CITY OF WILMINGTON STANDARDS - SEE DETAIL 5-C900-
THOMSON N/F
D.B. 5287, PG. 1728 CALDWELL Al
D.B. 2366, PG. 412
F2-D] FURNISH AND INSTALL SAND - SEE DETAIL 9-C900.
F3-] CONSTRUCT HEAVY DUTY ASPHALT DRIVE LANES AND PARKING AREAS - PER CITY OF WILMINGTON STANDARDS -
SEE DETAIL 15-C901. CITY TO PROVIDE ASPHALT PAVING ONLY THESE AREAS. CONTRACTOR TO PROVIDE ALL
- -- - -
SUBGRADE AND BASE MATERIALS ACCORDING TO SPECIFICATIONS AND RECORD DRAWINGS. - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -
T WALKING PATH - SEE DETAIL 6-C900.
CONSTRUCT 8' WIDE ASPHALT N/F
3_B1 CONSTRUCT 6' WIDE ASPHALT WALKING PATH - SEE DETAIL 6-C900. SMITH
,73C CONSTRUCT 5' WIDE ASPHALT WALKING PATH - SEE DETAIL 6-C900. D.B. 9998, PG. 659
F4-] FURNISH AND PAINT ADA/HANDICAP ACCESSIBILITY PAVEMENT MARKINGS (4- WIDE STRIPES AT 45 DEGREES) - - PARK PROPERTY
(THIS REQUIRES THERMOPLASTIC PAINT) - SEE DETAIL 14-C901. - - - - - - - LINE
Pf A� FURNISH AND PAINT WHITE 4" WIDE PARKING STRIPE (TYP.) - (THIS REQUIRES THERMOPLASTIC PAINT)
[4-B] FURNISH AND PAINT WHITE 12- WIDE SOLID STOP -BAR PERPENDICULAR TO TRAFFIC FLOW - EXTENDING FROM N/F N /I--
PAVEMENT EDGE TO ROAD - CENTER LINE ON TWO-WAY ROADS (THIS REQUIRES THERMOPLASTIC PAINT). SMITH SMITH
D.B. 1379, PG. 813 I
D.B. 1379, PG. 813
RQ FURNISH AND PAINT WHITE DIRECTIONAL ARROWS (300 WIDE AND 48- LONG) - FOR TWO WAY ROADS, PLEASE
INSTALL TWO IN CENTER OF ROAD WIDTH (ONE FACING EACH DIRECTION AND 2' APART) - (THIS REQUIRES
THERMOPLASTIC PAINT) - SEE DETAIL 17-C902. - - - - - - - - - - - - - - - --
F4D FURNISH AND INSTALL CONCRETE WHEELSTOP PER PARKING SPACE - SEE DETAIL 2-C900.
FURNISH AND INSTALL 4- DIAMETER CORRIGATED METAL PIPE COLLAPSIBLE BOLLARDS AT 4' APART- SEE DETAIL
3-C900.
4_FJ FURNISH AND PAINT CITY OF WILMINGTON STANDARD HI -VISIBILITY CROSSWALK (THIS REQUIRES THERMOPLASTIC
PAINT) - SEE DETAIL 18-C902. N/F
F4-G] FURNISH AND PAINT 8- YELLOW LINE (THIS REQUIRES THERMOPLASTIC PAINT). BROWN
4-H] FURNISH AND PAINT "NO PARKING" SIGN (THIS REQUIRES THERMOPLASTIC PAINT). D.B. 314, PG. 227
[-4J] FURNISH AND PAINT -LOADING ONLY- SIGN (THIS REQUIRES THERMOPLASTIC PAINT). 11"_," I
A
[4-K] FURNISH AND INSTALL CITY' OF WILMINGTON STANDARD ASPHALT RADIUS -TYPE DRIVEWAY.
FURNISH AND INSTALL MUTCD AND CITY OF WILMINGTON STANDARD 'STOP' SIGN BOLTED ONTO DECORATIVE
2O.D. GALVANIZED STEEL U-CHANNEL POWER COATED BLACK PIPE SET 3' IN GROUND AND IN
BLACK POST (" 7 \ - - - - - - - - - - - - -
CONCRETE) - SEE DETAIL 112-C901. v
FA FURNISH AND INSTALL MUTCD AND CITY OF WILMINGTON STANDARD 'HANDICAP PARKING' SIGN BOLTED ONTO
DECORATIVE BLACK POST (2* O.D. GALVANIZED STEEL U-CHANNEL POWER COATED BLACK PIPE SET 3' IN -)3
GROUND AND IN CONCRETE) - SEE DETAIL 14-C901.
EET
ILI
FURNISH AND INSTALL MUTCD AND CITY OF WILMINGTON STANDARD '15 MPH SPEED LIMIT' SIGN BOLTED ONTO
DECORATIVE BLACK POST (2" O.D. POWER COATED BLACK PIPE SET 3' IN GROUND AND IN CONCRETE) -SEE
(0
DETAIL 12-C901
[5-C] ARCHIE BLUE PLAQUE AND GRANITE SIGN BASE PROVIDED BY CITY OF WILMINGTON AND INSTALLED BY
CONTRACTOR. 7 - - - - - - - - - - - - - - -
F5-D] CITY SUPPLIED INFORMATIONAL SIGN CONTRACTOR TO COORDINATE INSTALLATION WITH CITY STAFF.
N/F
FURNISH AND INSTALL MUTCD AND CITY OF WILMINGTON STANDARD 'KEEP RIGHT' SIGN BOLTED ONTO DECORATIVE
' IN GROUND AND IN CONCRETE) MCMILLAN
BLACK POST (2" O.D. POWER COATED BLACK PIPE SET 3D.B. 5192, PG. 2955
FURNISH AND INSTALL MUTCD AND CITY OF WILMINGTON STANDARD PEDESTRIAN WARNING SIGN (W11-2 WITH
W16-7P SUBPLATE) BOLTED ONTO DECORATIVE BLACK POST (2- O.D. POWER COATED BLACK PIPE SET 3' IN
1-UKNIbM ANU INaIALL 0#--,J1r%F-1LJ1L-1 1v.
7-E] RE -USED PLAYGROUND EQUIPMENT - PROVIDED BY CITY STAFF AND INSTALLED BY CONTRACTOR.
C903.
F7`F] PLAYGROUND ACCESS RAMP (12:1 MAX SLOPE) - SEE DETAIL 27-
H 2 COATS FACTORY PAINT AND
PICNIC SHELTERS - 24' X 32' METAL FRAME WITH 6- SQ METAL POSTS WITH
WOODEN ROOF AND ASPHALT SHINGLES - CONTRACTOR TO SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION.
IF ALTERNATE #1 IS ACCEPTED, ITEM #8 WILL NOT BE CONSTRUCTED. FABLE WITH 4' A CITY PROVIED PICNC TABES. IC
AL OF 5 STANDAD TABLES AND ONE AA COMPLIANT T
CLEARANCE®
AROUNDIEACHLTABLE - CONTRACTOR TO RINSTALL - SEE DETAIL D21-C902. MATCHLINE ARE B - SEE SHEET C301
VB CITY PROVIDED TRASH RECEPTACLE - CONTRACTOR TO INSTALL - SEE DETAIL 22-C902.
CC CITY PROVIDED DRINKING FOUNTAIN CONTRACTOR TO INSTALL SEE DETAIL 16-C902. •
Fq� YARD HYDRANT TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR SEE DETAIL 5-C905.
SHEET NOTES
1. ALL DIMENSIONS ARE IN RADII, TO OUTSIDE FACE OF BUILDING, TO CENTERLINE, CENTER TO CENTER ON STRIPES, 13. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT
AND/OR TO FACE OF CURB, UNLESS OTHERWISE NOTED. LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER
SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. THE RELOCATION OF
2. PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS EVERY 10' MAXIMUM MEN WALKS ARE 10' WIDE. MATCH ANY UTILITY SERVICES REQUIRED TO COMPLETE ANY PORTION OF THESE CONSTRUCTION
WIDTH UNDER 10'. PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
3. CONCRETE PADS AND WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI, OF 4" THICKNESS WITH 12"x12" w1.9
x w1.9 WELDED WIRE FABRIC THROUGHOUT.
4. CROSSWALKS SHALL BE CONSTRUCTED OF THERMOPLASTIC MATERIALS AND CONSTRUCTED IN ACCORDANCE WITH
NCDOT SPECIFICATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN SUCH A MANNER THAT CROSSWALKS ARE ALIGNED
BETWEEN HANDICAP /WALKWAY ACCESS POINTS OR PERPENDICULAR TO THE ROADWAY / DRIVE LANE.
5. ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) AND
tdrnnT STANDARDS
6. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON A FIELD SURVEY
PERFORMED BY STEWART ENGINEERING, INC. AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHAH
LOCATE ALL EXISTING UTILITIES, UNDERGROUND LINES, AND STRUCTURES AS NECESSARY TO AVOID DAMAGING OR
DESTROYING EXISTING SERVICES.
7. ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS
AND SPECIFICATIONS SET FORTH AND APPROVED BY THE CITY OF WILMINGTON. THE CONTRACTOR IS RESPONSIBLE FOR
OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL REMAIN IN PLACE DURING CONSTRUCTION.
8. TRAFFIC CONTROLS FOR ANY UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL BE PERFORMED IN
COMPLIANCE WITH STANDARDS OF THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
9. ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH
THE PROJECT AS SET FORTH IN THESE PLANS.
10. CONTRACTOR SHALL MAINTAIN AN *AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL
13101KIel- DOffW TO MW%FrAlugrNT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER AT REGULAR INTERVALS THROUGHOUT
THE PROJECT FOR RECORD I<FrPING.
11. THE CONTRACTOR, AT ALL TIMES, MUST KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS
OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT
SITE ON A DAILY BASIS.
12. IF DEPARTURES FROM TW DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS
OF SUCH DEPARTURES AND pFASONS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR REVIEW VIA OFFICIAL RFI
PROCESS. NO DEPARTURES FPOM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN
PERMISSION OF THE OWNER.
L- - - - - - - - L - - - - - - - - - - - - - - - -
........................... .... . ..........
- - - -- --------- -
77-
51
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Ell
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LEGEND
NEW BUILDING
. ... .........
. . .... . .....
- NEW
HEAVY DUTY ASPHALT - CITY
TO PROVIDE
ASPHALT' PAVING ONLY
- NEW
LIGHT DUTY ASPHALT PATH -
CONTRACTOR TO PROVIDE ALL COMPONENTS
- NEW
CONCRETE / CONCRETE SIDEWALKS
K15NY"178F_z�
- NEW
GRAVEL SURFACE
- NEW
SAND SURFACE
_TP
- TREE
PROTEC-7-C", :-:--NOE
­L0DM&v - LIMIT OF DISz-_-REANCE
01
PROPERTY LINE
Approved Construction Plan
Name Date
Planning
Traffic
DRAINAGE PLAN
APPROVED
CITY OF WILMINGTON
STORMWATER DISCHARGE
PERMIT NOT REQUIREC
30
SIGNATURE DATE
For each open Utility CLIf of
City streets, a $325 pei mit
shall be required from the
City prior to occupanev
and/or project aCCeptaj ice,
1 inch
Dula
MAY 12909
DIVIFI'10�1 C)l
r,n,NSTAL MANAGIMF
GRAPHIC SCALE
15 x 80 120
( IN FEET )
1 inch = 30 ft.
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FINAL DRAWINGS - NOT
RELEASED FOR CONSTRUCTIC11
Project No. C8042
Drawn By GT/MJ
Checked By GHS
Issue Date: 04.01.09
C300

KEYNOTE LEGEND
0 SEED ALL DISTURBED AREAS - SEE SHEET C400 FOR TEMPORARY SEEDING AND SHEETS L100 AND L101 FOR
PERMANENT SEEDING.
lA PLANTING BED WITH 4" DEEP "V" TRENCH EDGE.
0 FURNISH AND CONSTRUCT 24" WIDE CONCRETE CURB AND GUTTER (18" PAN AND 6" CURB) - SEE DETAIL
1-C900
® FURNISH AND CONSTRUCT CITY OF WILMINGTON STANDARD ADA ACCESSIBLE CONCRETE CURB RAMP WITH
TRUNCATED DOMES PER CITY STANDARDS- SEE DETAIL 10-C901.
2B FURNISH AND INSTALL MIXED SIZE CRUSHED GRAVEL (WITH 5.5" METAL EDGING WHERE NOTED) - SEE DETAIL
8-C900.
2C FURNISH AND INSTALL CONCRETE PAVING PER CITY OF WILMINGTON STANDARDS - SEE DETAIL 5-C900.
2D FURNISH AND INSTALL SAND - SEE DETAIL 9-C900.
CONSTRUCT HEAVY DUTY ASPHALT DRIVE LANES AND PARKING AREAS - PER CITY OF WILMINGTON STANDARDS -
SEE DETAIL 15-C901. CITY TO PROVIDE ASPHALT PAVING ONLY THESE AREAS. CONTRACTOR TO PROVIDE ALL
SUBGRADE AND BASE MATERIALS ACCORDING TO SPECIFICATIONS AND RECORD DRAWINGS.
® CONSTRUCT 8' WIDE ASPHALT WALKING PATH - SEE DETAIL 6-C900.
3B CONSTRUCT 6' WIDE ASPHALT WALKING PATH - SEE DETAIL 6-C900.
© CONSTRUCT 5' WIDE ASPHALT WALKING PATH - SEE DETAIL 6-C900.
® FURNISH AND PAINT ADA/HANDICAP ACCESSIBILITY PAVEMENT MARKINGS (4" WIDE STRIPES AT 45 DEGREES) -
(THIS REQUIRES THERMOPLASTIC PAINT) - SEE DETAIL 14-C901.
®A FURNISH AND PAINT WHITE 4" WIDE PARKING STRIPE (TYP.) - (THIS REQUIRES THERMOPLASTIC PAINT)
® FURNISH AND PAINT WHITE 12" WIDE SOLID STOP -BAR PERPENDICULAR TO TRAFFIC FLOW - EXTENDING FROM
PAVEMENT EDGE TO ROAD - CENTER LINE ON TWO-WAY ROADS (THIS REQUIRES THERMOPLASTIC PAINT).
® FURNISH AND PAINT WHITE DIRECTIONAL ARROWS (30" WIDE AND 48" LONG) - FOR TWO WAY ROADS, PLEASE
INSTALL TWO IN CENTER OF ROAD WIDTH (ONE FACING EACH DIRECTION AND 2- APART) - (THIS REQUIRES
THERMOPLASTIC PAINT) - SEE DETAIL 17-C902.
4D FURNISH AND INSTALL CONCRETE WHEELSTOP PER PARKING SPACE - SEE DETAIL 2-C900.
4E FURNISH AND INSTALL 4" DIAMETER CORRIGATED METAL PIPE BOLLARDS AT 4' APART- SEE DETAIL 3-C900.
4E FURNISH AND INSTALL 4' DIAMETER METAL PIPE COLLAPSIBLE BOLLARD - SEE DETAIL 3-C900.
4F FURNISH AND PAINT CITY OF WILMINGTON STANDARD HI -VISIBILITY CROSSWALK (THIS REQUIRES THERMOPLASTIC
PAINT) - SEE DETAIL 18-C902.
® FURNISH AND PAINT 8" YELLOW LINE (THIS REQUIRES THERMOPLASTIC PAINT).
® FURNISH AND PAINT "NO PARKING" SIGN (THIS REQUIRES THERMOPLASTIC PAINT).
4J FURNISH AND PAINT "LOADING ONLY" SIGN (THIS REQUIRES THERMOPLASTIC PAINT).
4K FURNISH AND INSTALL CITY OF WILMINGTON STANDARD ASPHALT RADIUS -TYPE DRIVEWAY.
® FURNISH AND INSTALL MUTCD AND CITY OF WILMINGTON STANDARD 'STOP' SIGN BOLTED ONTO DECORATIVE
BLACK POST (2" O.D. GALVANIZED STEEL U-CHANNEL POWER COATED BLACK PIPE SET 3' IN GROUND AND IN
CONCRETE) - SEE DETAIL 12-C901.
® FURNISH AND INSTALL MUTCD AND CITY OF WILMINGTON STANDARD 'HANDICAP PARKING' SIGN BOLTED ONTO
DECORATIVE BLACK POST (2" O.D. GALVANIZED STEEL U-CHANNEL POWER COATED BLACK PIPE SET 3' IN
GROUND AND IN CONCRETE) - SEE DETAIL 14-C901.
® FURNISH AND INSTALL MUTCD AND CITY OF WILMINGTON STANDARD '15 MPH SPEED LIMIT' SIGN BOLTED ONTO
DECORATIVE BLACK PO'"T (2" O.D. POWER COATED BLACK PIPE SET 3' IN GROUND AND IN CONCRETE) - SEE
DETAIL 12-C901.
5C ARCHIE BLUE PLAQUE AND GRANITE SIGN BASE PROVIDED BY CITY OF WILMINGTON AND INSTALLED BY
CONTRACTOR.
5D CITY SUPPLIED INFORMATIONAL SIGN - CONTRACTOR TO COORDINATE INSTALLATION WITH CITY STAFF.
5E FURNISH AND INSTALL MUTCD AND CITY OF WILMINGTON STANDARD 'KEEP RIGHT' SIGN BOLTED ONTO DECORATIVE
BLACK POST (2" O.D. POWER COATED BLACK PIPE SET 3' IN GROUND AND IN CONCRETE)
5F FURNISH AND INSTALL MUTCD AND CITY OF WILMINGTON STANDARD PEDESTRIAN WARNING SIGN (W11-2 WITH
W16-7P SUBPLATE) BOLTED ONTO DECORATIVE BLACK POST (2" O.D. POWER COATED BLACK PIPE SET 3' IN
GROUND AND IN CONCRETE)
© 30' HEIGHT BACKSTOP FENCE- SEE SPECIFICATIONS AND DETAIL 20-C902.
C 10' HEIGHT BACKSTOP FENCE - SEE SPECIFICATIONS AND DETAIL 20-C902.
686' HEIGHT CHAIN LINK FENCE WITH 'KEEP OUT' SIGN POSTED EVERY 100' - SEE DETAIL 20-C902.
© 4' HEIGHT METAL HANDRAILING AND FENCE - SEE DETAIL 25-C903.
70 ADA ACCESSIBLE PLAYGROUND MULCH WITH TIMBER EDGE - SEE SPECIFICATIONS AND DETAIL 26-C903.
® ASPHALT BASKETBALL COURT - SEE DETAIL 13-C901 AND 23-C903.
78SOFTBALL FIELD - DIRT INFIELD/ GRASS OUTFIELD - HOME PLATE, PITCHING RUBBER AND ALL BASES TO BE
PROVIDED AND INSTALLED BY CITY - SEE DETAIL 25-C903 AND SPECIFICATION SECTION 02925.
© REUSED SWING SET - PROVIDED BY CITY STAFF AND INSTALLED BY CONTRACTOR.
7D FURNISH AND INSTALL BASKETBALL POST AND GOAL - SEE DETAIL 24-C903.
7E RE -USED PLAYGROUND EQUIPMENT - PROVIDED BY CITY STAFF AND INSTALLED BY CONTRACTOR.
7F PLAYGROUND ACCESS RAMP (12:1 MAX SLOPE) - SEE DETAIL 27-C903.
® PICNIC SHELTERS - 24` X 32' METAL FRAME WITH 6" SO METAL POSTS WITH 2 COATS FACTORY PAINT AND
WOODEN ROOF AND ASPHALT SHINGLES - CONTRACTOR TO SUBMIT SHOP DRAWINGS PRIOR TO CONSTRUCTION.
C CITY PROVIDED PICNIC TABLES. TYPICAL OF 5 STANDARD TABLES AND ONE ADA COMPLIANT TABLE WITH 4'
CLEARANCE AROUND EACH TABLE - CONTRACTOR TO INSTALL - SEE DETAIL 21-C902.
®B CITY PROVIDED TRASH RECEPTACLE - CONTRACTOR TO INSTALL - SEE DETAIL 22-C9O2.
C CITY PROVIDED DRINKING FOUNTAIN - CONTRACTOR TO INSTALL - SEE DETAIL 16-C902.
YARD HYDRANT - TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR - SEE DETAIIL 5-C905.
SHEET NOTES
1. ALL DIMENSIONS ARE IN RADII, TO OUTSIDE FACE OF BUILDING, TO CENTERLINE, CENTER TO CENTER ON STRIPES,
AND/OR TO FACE OF CURB. UNLESS OTHERWISE NOTED.
2. PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS EVERY 10' MAXIMUM WHEN WALhCS ARE 10' WIDE. MATCH
WIDTH UNDER 10'.
3. CONCRETE PADS AND WALKWAYS; UNLESS OTHERWISE NOTED, ARE 3000 PSI, OF 4" THICKNESS WITH 12"x12" w1.9
x w1.9 WELDED WIRE FABRIC THROUGHOUT.
4. CROSSWALKS SHALL BE CONSTRUCTED OF THERMOPLASTIC MATERIALS AND CONSTRUCTED IN ACCORDANCE WITH
NCDOT SPECIFICATIONS. CONTRACTOR TO INSTALL CROSSWALKS IN SUCH A MANNER THAT CROSSWALKS ARE ALIGNED
BETWEEN HANDICAP/WALKWAY ACCESS POINTS OR PERPENDICULAR TO THE ROADWAY / DRIVE LANE.
5. ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) AND
NCDOT STANDARDS.
6. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON A FIELD SURVEY
PERFORMED BY STEWART ENGINEERING, INC. AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL
LOCATE ALL EXISTING UTILITIES, UNDERGROUND LINES, AND STRUCTURES AS NECESSARY TO AVOID DAMAGING OR
DESTROYING EXISTING SERVICES.
7. ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS
AND SPECIFICATIONS SET FORTH AND APPROVED BY THE CITY OF WILMINGTON. THE CONTRACTOR IS RESPONSIBLE FOR
OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL REMAIN IN PLACE" DURING CONSTRUCTION.
8. TRAFFIC CONTROLS FOR ANY UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY SHALL BE, PERFORMED IN
COMPLIANCE WITH STANDARDS OF THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
9. ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH
THE PROJECT AS SET FORTH IN THESE PLANS.
10. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL
PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER AT REGULAR INTERVALS THROUGHOUT
THE PROJECT FOR RECORD KEEPING.
11. THE CONTRACTOR, AT h„L L TIMES, MUST KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS
OR RUBBISH CAUSED BY 1­114, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT
SITE ON A DAILY BASIS.
12. IF DEPARTURES FROM rHE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS
OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR REVIEW VIA OFFICIAL RFI
PROCESS. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN
PERMISSION OF THE OWNER.
.i
100-YR FL❑❑DPLAIN
(ELEV 8,3)
APPR❑X, FL❑❑DWAY
(44' FROM CREEK
CENTERLINE LEFT]
180' RIGHT)
100-YR FL❑❑DPLAIN
(ELEV 8,3)
APPR❑X, FL❑❑DWAY
(44' FROM CREEK
CENTERLINE LEFT]
180' RIGHT)
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\ 30' CAMA BUFFER
\ MEASURED FROM
\NORMAL HIGH WATER
\
13. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT
LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER
SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. THE RELOCATION OF
ANY UTILITY SERVICES REQUIRED TO COMPLETE ANY PORTION OF THESE CONSTRUCTION
PLANS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
18'
ASPHALT SECTION
3'
I
3,
SHOULDER
SHOULDER
3
11
2_0%
1
ROAD SECTION A -A
NTS
- 18' -
ASPHALT SECTION
ROAD SECTION C-C
NTS
LEGEND
- NEW BUILDING
■■-■■�■■�■■�■■-■■�■■�■
- NEW
HEAVY DUTY ASPHALT - CITY
TO PROVIDE ASPHALT PAVING ONLY
- NEW
LIGHT DUTY ASPHALT PAIN -
CONTRACTOR TO PROVIDE ALL COMPONENTS
- NEW
CONCRETE / CONCRETE SIDEWALKS
- NEW
GRAVEL SURFACE
-�
- NEW
SAND SURFACE
TF - - TREE PROTECTION FENCE
® - LC - - - LIMIT OF DISTURBANCE
Planning
Traffic_
Fire
❑
Ile
/ ��
// 1-1 I4#0 /do
� 00
r i
NORMAL HIGH/N❑RMAL
I ❑W WATER SURFACE
El EVATIE , -2 71'
Approved Construction Plan
Name Date
DRAINAGE
APPROVED
CITY OF WILMING
STORMWATER DISCI ,,;,= c
PERMIT NOT REQUIRED
SIGNATURE D,-a.TE
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
1 inch
LLL v rl 1 lull L, / 1
30' CAMA BUFFER
MEASURED FROM
NORMAL HIGH WATER
50' BUA BUFFER
MEASURE FROM TOP
OF BANK
T❑P ❑F BANK -
BURNT MILL CREEK
D
V1009
DIVISIUI'
COASTAL NAA.h4AGF"
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GRAPHIC SCALE
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PLAN — NOT TO SCALE
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, 14" GALVANIZED WELDED WIRE FABRIC
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EPDXY ANCHORS INTO
EXISTING CONCRETE
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AND BOLT IN PLACE.
i:V\U
..................................... ...... ............ ..... .............. ....................... ........ ... - ................................... ......... . ...........................
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.......... ..................... ........................... ...... ... . ..................... .......................................... ................................................ F .... ..... . ... ...... . . . ..... ...... .. . ............ ..............
EXISTING WINTER CONTROL STRUCTURE SECTION
EXISTING CONCRETE
WATER CONTROL
STRUCTURE
PROFILE SC
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GRAPHIC SCALE
( IN FEET )
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EXISTING WINTER CONTROL STRUCTURE SECTION
EXISTING CONCRETE
WATER CONTROL
STRUCTURE
PROFILE SC
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Issue Date: 04.01.09
C303

GENERAL GPADING NOTES
1. ALL DIMENSIONS AAD GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONTRACTOR SHALT- NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR
NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO
DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF SEEDING.
3. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON SLOPES THAT ARE 4:1 OR STEEPER, MULCH
WILL BE ANCHORED,
4. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON SITE. PLEASE CALL FOR AN
INSPECTION.
5. SEDIMENT/EROSION DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF
SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE.
EROSION CONTROL NOTES
1. INSPECTOR REFERS TO NORTH CAROLINA LAND QUALITY INSPECTOR OR HIS/HER REPRESENTATIVE. FIELD INSPECTIONS MAY REQUIRE
ADDITIONAL SEDIMENTATION AND EROSION CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR.
2. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENT CONTROL PLANNING
LAND DESIGN MANUAL.
3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL METHODS DURING CONSTRUCTION, AND THE OWNER
IS RESPONSIBLE FOR MAINTENANCE OF ALL PERMANENT EROSION CONTROL METHODS AFTER CONSTRUCTION IS COMPLETE, IF ANY
PERMANENT METHODS ARE REQUIRED.
4. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF SEEDING.
5. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON SLOPES THAT ARE 4:1 OR STEEPER, MULCH
WILL BE ANCHORED.
6. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON SITE. PLEASE CALL FOR AN
INSPECTION (NCDENR LAND QUALITY AT [phone]).
7. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL (0.5 INCHES OR GREATER) AND
DOCUMENT WITH INSPECTION REPORTS. RAINFALL GAUGE SHALL BE MAINTAINED ON -SITE.
SEQUENCE OF CONSTRUCTION ACTIVITIES
1. A PRE -CONSTRUCTION CONFERENCE MUST BE HELD 48 PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES.
2. INSTALL CONSTRUCTION ENTRANCE.
3. DETERMINE AND MARK LIMITS OF DISTURBANCE.
4. INSTALL TREE PROTECTION FENCING AND PERIMETER SILT FENCE.
5. HARVEST ANY TIMBER.
6. CONSTRUCT REMAINING EROSION CONTROL MEASURES AS REQUIRED.
7. TOPSOIL REMOVAL AND/OR STORAGE.
8. BEGIN GRADING OPERATIONS.
9. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL (0.5 INCHES OR
GREATER) AND DOCUMENT WITH INSPECTION REPORTS.
10. PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER.
11. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS.
12. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, (A) REMOVE ALL ACCUMULATED SEDIMENT FROM SEDIMENT
TRAPPING MEASURES AND SPREAD EVENLY ACROSS THE SITE. (B) REMOVE TEMPORARY EROSION CONTROL MEASURES, SMOOTH AREA
AND APPLY APPROPRIATE LANDSCAPE TREATMENT.
SEED BED PREPARATION:
1. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
2. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE MIXTURE BELOW). CONTRACTOR TO
SUBMIT SOIL ANALYSIS PRIOR TO BEGINNING ANY SEED BED PREPARATION (1 TEST PER ACRE OF DISTURBANCE).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CUL'iPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE MORE THAN 60X DAMAGED, RE-ESTABUSH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
TEMPORARY SEED BED ADMIXTURE:
DEC. 1 - APR. 15
RYE (GRAIN) 120 LB/ACRE
GERMAN MILLET 10 LB/ACRE
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES
SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
REFER11UZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
LEGEND
TP
- TREE PROTECTION FENCE
- SILT FENCE
SF
- SILT FENCE OUTLET
- HORSESHOE INLET PROTECTION
- LIMITS OF DISTURBANCE
m
- CONSTRUCTION ENTRANCE
SEDIMENT TRAP TABLE
.......................
Bottom Width
... .. ..... ..... I ..
31 ft
Bottom Length
. _.
81 ft I
Surface Width
.
45 ft
Surface Len th
:. 9
...,
95 � ft
Top.. W idth....................:.
I 51 ft
....
Top.Length
101 ift
Stone Outlet Width
10 ft
Outlet Sldeslopes
.... 3 1
Storage Depth
3,5 , ft
Dam Height
.. 5 ft
Sideslopes
2 1
NO WETLANDS HAVE BEEN IDENTIFIED WITHIN THE LIMITS
OF DISTURBANCE FOR THIS PROJECT. DETERMINATION
PREFORMED BY STEWART ENGINEERING
TOTAL DISTURBED AREA = 6-3 AC
ENTIRE SITE
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
DRAINAGE PLAN
APPROVED
CITY OF WILMINGTON
STORMWATER DISCHARGE
PERMIT NOT REQUIRED
SIGNATURE DATE
.......:......
..... •.
-:---`
{
ti
/
20X, FLOUDVAY
FROM CREEK
fERLINE LEFT
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i
I�ODPLAIN �i
37 �i'
OMITS OF
DIS�LI f S 0 CE (TYP)
/
i" `► 0RHAL HIGK/HJR A
i LDV WATER SURFACE
/
. ELEVATION -271'
TEMPORARY SEDIMENT TR*P -
SEE TABLE THIS SHEET AND
DE7A1L 32 ON SHEET C904
TOP OF HANK -
,,r o/ BURNT NILL CREE<
GRAPHIC SCALE
Approved Construction Plan
50 0 25 50 100
Name D,
Planning
( IN FEET )
Traffic 1 inch = 50 ft.
Fire
1h
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COASTAL. MANACiEM�
EROSION CONTROL PLAN
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Project No. C8042
Drawn By GT/MJ
Checked By GHS
Issue Date: 04.01.09
C400

�. .
KEYNO
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m:. _ :...:.. _....
0 SEED ALL DISTURBED AREAS - SEE SHEET C400 FOR TEMPORARY SEEDING AND
SHEETS L100 AND L101 FOR PERMANENT SEEDING.
® FURNISH AND INSTALL 12" RCP WITH FLARED END SECTIONS BOTH ENDS - SEE
DETAILS 1 AND 2-C904.
ZA FURNISH AND INSTALL (2) 12" RCP PIPES WITH FLARED END SECTIONS BOTH ENDS -
SEE DETAILS 1 AND 2-C904.
ZB FURNISH AND INSTALL (2) 18" RCP PIPES WITH FLARED END SECTIONS BOTH ENDS -
SEE DETAILS 1 AND 2-C904.
. 3a,
LEGEND
i0Uk�'- :
- NEW 1" COPPER WATER LINE
.......
S$r-- - NEW 4" PVC SANITARY SEWER LINE
i
r
- WATER VALVE
N 'W
S-W-H
25
- PROPOSED CONTOUR
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— EXISTING CONTOUR
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— PROPOSED SPOT ELEVATION
N > I"
+ M.E.G.
— MATCH EXISTING GRADE
° S €1
3 e PG.
i
STORM NOTES
DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL
BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE
REMOVED AND NEW STRUCTURES AND PIPING ARE IMMEDIATELY PUT INTO SERVICE.
CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE DOES NOT REMAIN OUT OF
SERVICE FOR LONGER THAN 12 HOURS AT A TIME. PROVISIONS SHALL BE MADE TO
MAINTAIN STORM WATER DRAINAGE DURING CONSTRUCTION.
GENERAL GRADING NOTES
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY
CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH
CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO
DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION
HAS NOT BEEN GIVEN.
2. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHOULD BE UNIFORMLY SPREAD
OVER SEEDED AREA WITHIN 24 HOURS OF SEEDING.
3. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY
COVER ON SLOPES THAT ARE 4:1 OR STEEPER, MULCH WILL BE ANCHORED.
4. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED
PRIOR TO ANY GRADING ON SITE. PLEASE CALL FOR AN INSPECTION.
5. SEDIMENT/EROSION DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH
DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS
REACHED ONE HALF THE CAPACITY OF THE DEVICE.
UTILITY NOTES
1. ALL SEWER CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE
STANDARDS AND REQUIREMENTS OF CAPE FEAR PUBLIC UTILITY AUTHORITY, CITY OF WILMINGTON, AND THE
STATE OF NORTH CAROURk
2. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND
MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE
ON THIS PROJECT. ELEVATIONS OF UTIU TES ARE GIVEN TO THE EXTENT OF INFORMATION AVAILABLE. WHERE
ELEVATIONS ARE NOT GIVEN AT POINTS OF EXISTING UTILITIES CROSSINGS, SUCH ELEVATIONS SHALL BE
DETERMINED BY THE COWRACTOR AND REPORTED TO THE ENGINEER. WHEN UNKNOWN LINES ARE EXPOSED,
THEIR LOCATION AND ELEVATION SHALL LIKEWISE BE REPORTED TO THE ENGINEER.
3, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS.
4. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON A
FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITIES, UNDERGROUND LINES, AND STRUCTURES AS NECESSARY TO AVOID DAMMING OR DESTROYING
EXISTING SERVICES.
5. CONTRACTOR SHALL FIELD VERIFY THE DEPTH OF UNDERGROUND ELECTRICAL TO ENSURE ADEQUATE
CLEARANCES FOR CONSTRUCTION. IF ANY CONSTRUCTION SHALL IMPACT ELECTRICAL LINES AND/OR
STRUCTURES, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY PROVIDER TO HAVE UTILITIES
RELOCATED. LOCATION AND SIZE OF UNDERGROUND ELECTRICAL AND TELEPHONE DUCT LOCATIONS ARE
APPROXIMATE. THE CONTRACTOR SHALL VERIFY BY CONTACTING CITY OF WILMINGTON FOR FIELD LOCATION OF
DUCTS AND CONDUIT BEFORE CONSTRUCTION. IN ADDITION, IT SHALL. BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT ULOCO FOR SUBSURFACE UTILITY LOCATIONS AND MARKING AT LEAST 48 HOURS
PRIOR TO DIGGING.
6. MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFICKED AREAS SHALL BE SEr AT GRADE.
MANHOLES LOCATED IN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHALL HAVE THEIR RIMS RAISED SIX
INCHES ABOVE THE SURROUNDING GRADE. MANHOLES SUBJECT TO POSSIBLE WATER INFILTRATION SHALL
HAVE WATERTIGHT, BOLTED LIDS.
7. SEWER LINES UNDER CONSTRUCTION SHALL BE PLUGGED WITH A MECHANICAL PLUG AT THE FIRST
MANHOLE UPSTREAM FROM THE POINT OF CONNECTION. PLUG SHALL BE PLACED IN THE OUTLET
CONNECTION AND SECURED WITH STEEL CABLE. PLUG SHALL REMAIN IN PLACE UNTIL ACCEPTANCE OF
LINES. WATER, STONE, DIRT, OR ANY OTHER DEBRIS SWILL NOT BE ALLOWED TO ENTER THE PUBLIC
SANITARY SEWER SYSTEM DURING FLUSHING OPERATIONS OR AT ANY OTHER TIME. CONSTRUCTION TAKING
PLACE IN THE VICINITY OF ANY EXISTING PUBLIC SEWER LINES OR MANHOLES SHALL NOT CAUSE ANY
INFLOW OF SURFACE WATER OR DEBRIS TO ENTER THE PUBLIC SANITARY SEWER SYSTEM. EXISTING PUBLIC
MANHOLES LOCATED IN CONSTRUCTION SITES ARE TO REMAIN ACCESSIBLE AT ALL TIMES. THE OWNER
AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES INCURRED TO THE PUBLIC SANITARY
SEWER SYSTEM AND ANY FINES IMPOSED BY THE STATE OF NORTH CAROLINA DIVISION OF WATER QUALITY
DUE TO SEWER DAMAGE.
8. SANITARY SEWER CLEAN -OUTS LOCATED IN PAVEMENT AREAS SHALL BE CONSTRUCTED USING
HEAVY-DUTY TRAFFIC BEARING CASTINGS. SPACE CLEANOUTS AT 75 FEET MAXIMUM. LOCATE CLEANOUTS AT
ALL VERTICAL AND HORIZONTAL CHANGES OF DIRECTION. ALL SANITARY SEWER LINES HAVE THE FOLLOWING
MINIMUM SLOPES.
4' DIP SEWER SERVICE = 2.00 X
6' DIP SEWER SERVICE = 1.00 X
9. ALL SANITARY SEWER CONSTRUCTION INDICATED BY THESE PLANS IS PRIVATE.
10. CONTRACTOR SHALL MAINTAIN AN 'AS BUILT' SET OF DRAWINGS TO RECORD THE ACTUAL LOCATION OF
ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF
THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
PROPOSED UTILITY SEPARATION
SEPARAMON yr SEWERS (SANITARY AND STORM) AND WATER MAINS
1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALY FROM EXISTING OR PROPOSED
SEWERS, UNLESS LOCAL- CONDITIONS OR BARRIERS PREVENT A 10-FOOT HORIZONTAL SEPARATION IN
WHICH CASE;
A. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT FAST 18 INCHES ABOVE THE TOP OF THE SEWER; OR
B. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN
LOCATED AT ONE SIDE OF A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE
BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP TO THE SEWER.
2. CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO
CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM
OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL
CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION, IN WHICH CASE BOTH THE
WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT
ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE
POINT OF CROSSING.
3. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO
CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF
FERROUS MATERIALS AMID WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF
10 FEET ON EACH SIQF OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE
CENTERED AT THE pr)i NT OF CROSSING.
SEPARATION OF SANI`IFRY SEWERS AND STORM SEWERS_
1. A 24' VERTICAL SF I''ARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER
LINES OR BOTH THE .ANITARY AND THE STORM LINES SHALL BE CONSTRUCTED OF FERROUS
MATERIALS.
7'
1
DESIGN NOTES
- 10-YR FLOW DEPTH = 0.75'
- 10-YR VELOCITY = 1.25 f/s
SWALE CROSS SECTION A -A
NITS
6'
\�1 1
3, r 1r
DESIGN NOTES
- 10-YR FLOW DEPTH = 1.0'
- 10-'YR VELOCITY = 1.51 f/s
0
SWALE CROSS SECTION B-B
NITS
.............
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PROP GRADE
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DRAINAGE PLAN
APPROVED
CITY OF VVILMINGTON
STORMVVATER DISCHARGE
PERMIT NOT REQUIRED
SIGNATURE DATE
Approved Constructioii 3n
Name Date
Planning
Traffic
Fire
For each open utility CLIt of
City streets, a $325 permit
shall be required from the
City prior to occupant `,
and/or project accepta,,.3e.
1 inch
GRAPHIC SCALE
30 so
( IN FEET )
1 inch = 30 ft
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C500

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2. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT LOCATION, SIZE AND \ h \
MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER SERVICE PROPOSED FOR CONNECTION OR USE
ON THIS PROJECT. ELEVATIONS OF UTILITIES ARE GIVEN TO THE EXTENT OF INFORMATION AVAILABLE. WHERE
ELEVATIONS ARE NOT GIVEN AT POINTS OF EXISTING UTILITIES CROSSINGS, SUCH ELEVATIONS SHALL BE
DETERMINED BY THE CONTRACTOR AND REPORTED TO THE ENGINEER. WHEN UNKNOWN LINES ARE EXPOSED,
THEIR LOCATION AND ELEVATION SHALL LIKEWISE BE REPORTED TO THE ENGINEER.
3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS.
4. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE BASED ON A
FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL LOCATE ALL EXISTING
UTILITIES, UNDERGROUND LINES, AND STRUCTURES AS NECESSARY TO AVOID DAMMING OR DESTROYING
EXISTING SERVICES.
5. CONTRACTOR SHALL FIELD VERIFY THE DEPTH OF UNDERGROUND ELECTRICAL TO ENSURE ADEQUATE
CLEARANCES FOR CONSTRUCTION. IF ANY CONSTRUCTION SHALL IMPACT ELECTRICAL LINES AND/OR
STRUCTURES, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY PROVIDER TO HAVE UTILITIES
RELOCATED. LOCATION AND SIZE OF UNDERGROUND ELECTRICAL AND TELEPHONE DUCT LOCATIONS ARE
APPROXIMATE. THE CONTRACTOR SHALL VERIFY BY CONTACTING CITY OF WILMINGTON FOR FIELD LOCATION OF
DUCTS AND CONDUIT BEFORE CONSTRUCTION. IN ADDITION, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT ULOCO FOR SUBSURFACE UTILITY LOCATIONS AND MARKING AT LEAST 48 HOURS
PRIOR TO DIGGING.
6. MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFICKED AREAS SHALL BE SET AT GRADE,
MANHOLES LOCATED IN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHALL HAVE THEIR RIMS RAISED SIX
INCHES ABOVE THE SURROUNDING GRADE. MANHOLES SUBJECT TO POSSIBLE WATER INFILTRATION SHALL
HAVE WATERTIGHT, BOLTED LIDS.
7. SEWER LINES UNDER CONSTRUCTION SHALL BE PLUGGED WITH A MECHANICAL PLUG AT THE FIRST
MANHOLE UPSTREAM FROM THE POINT OF CONNECTION. PLUG SHALL BE PLACED IN THE OUTLET
CONNECTION AND SECURED WITH STEEL CABLE. PLUG SHALL REMAIN IN PLACE UNTIL ACCEPTANCE OF
LINES. WATER, STONE, DIRT, OR ANY OTHER DEBRIS SHALL NOT BE ALLOWED TO ENTER THE PUBLIC
SANITARY SEWER SYSTEM DURING FLUSHING OPERATIONS OR AT ANY OTHER TIME. CONSTRUCTION TAKING
PLACE IN THE VICINITY OF ANY EXISTING PUBLIC SEWER LINES OR MANHOLES SHALL NOT CAUSE ANY
INFLOW OF SURFACE WATER OR DEBRIS TO ENTER THE PUBLIC SANITARY SEWER SYSTEM. EXISTING PUBLIC
MANHOLES LOCATED IN CONSTRUCTION SITES ARE TO REMAIN ACCESSIBLE AT ALL TIMES. THE OWNER
AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES INCURRED TO THE PUBLIC SANITARY
SEWER SYSTEM AND ANY FINES IMPOSED BY THE STATE OF NORTH CAROLINA DIVISION OF WATER QUALITY
DUE TO SEWER DAMAGE.
8. SANITARY SEWER CLEAN —OUTS LOCATED IN PAVEMENT AREAS SHALL BE CONSTRUCTED USING
HEAVY—DUTY TRAFFIC BEARING CASTINGS. SPACE CLEANOUTS AT 75 FEET MAXIMUM. LOCATE CLEANOUTS AT
ALL VERTICAL AND HORIZONTAL CHANGES OF DIRECTION. ALL SANITARY SEWER LINES HAVE THE FOLLOWING
MINIMUM SLOPES.
4' DIP SEWER SERVICE = 2.00 X
6' DIP SEWER SERVICE = 1.00 %
9. ALL SANITARY SEWER CONSTRUCTION INDICATED BY THESE PLANS IS PRIVATE.
10. CONTRACTOR SHALL MAINTAIN AN 'AS BUILT' SET OF DRAWINGS M RECORD THE ACTUAL. LOCATION OF
ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN M THE OWNER UPON COMPLETION OF
THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
PROPOSED UTILITY SEPARATION
1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALY FROM EXISTING OR PROPOSED
SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10—FOOT HORIZONTAL SEPARATION IN
WHICH CASE;
A. THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER; OR
B. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN
LOCATED AT ONE SIDE OF A BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE
BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP TO THE SEWER.
2. CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO
CROSS OVER A SEWER, THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM
OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL
CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION, IN WHICH CASE BOTH THE
WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT
ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE
POINT OF CROSSING.
3. CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO
CROSS UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF
FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF
10 FEET ON EACH SIDE OF THE; POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE
CENTERED AT THE POINT OF CROSSING.
SEPARATION OF SANITARY SILhERS AND STORM SEWERS
1. A 242 VERTICAL SEPARATIg4 SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER
LINES OR BOTH THE SANITAP ( AND THE STORM LINES SHALL BE CONSTRUCTED OF FERROUS
MATERIALS.
DESIGN NOTES \j/
10—YR FLOW DEPTH = 1.0- T
— 10—YR VELOCITY = 1.53 f/s
0
[++AIA1 C nr7ne% e,% t+r-,NTIr%kI r%
DESIGN NOTES I
— 10—YR FLOW DEPTH = 0.40' in CURLED MAT LINER
— 10—YR VELOCITY = 2.05 f/s O
SWALE CROSS SECTION D-D
-S
SAND — SEE
DETAIL ON C900
SAND CANOE LAUNCH CROSS-SECTION E-E
N-S
DRAINAGE PLAN
APPROVED
CITY OF WILMINGTON
STORMWATER DISCHARGE
PERMIT NOT REQUIRED
SIGNATURE
EXISTING CONCRETE
WATER CONTROL
STRUCTURE
1 inch
—s
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SAND CANOE
LAUNCH
NORMAL HIGH/NORMAL
LOW WATER SURFACE
ELEVATION -2,71'
NORMAL HIGH/N❑RMAL
LOW WATER SURFACE
ELEVATI❑N -2,71'
30' CAMA BUFFER
MEASURED FROM
NORMAL HIGH WATER
50' BUA BUFFER
MEASURE FROM TOP
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Issue Date:
04.01.09
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C501

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NOTE: SPILL GUTTER TO BE INSTALLED
EVERYWHERE FLOW GOES AWAY FROM CURB.
24" CURB & GUTTER - SPILL
SECTION — NOT TO SCALE
PLAN
6" II
u
II II T12" II II
II II
II II
AND 5/8 DIA. DRIFT PIN
ELEVATION
PRECAST CONCRETE WHEELSTOP
SECTION — NOT TO SCALE
STEEL DOME TOP WELDED
TO TOP OF BOLLARD (ALL
WELDS TO BE GROUND
SMOOTH TO TOUCH)
4" OUTSIDE DIA. STEEL
PIPE BOLLARD
LOCKING EYE, WELDED TO
PIPE BOLLARD
LOCKING EYE, WELDED TO
GROUND INSERT
5" INSIDE DIA. STEEL PIPE
GROUND INSERT
TRAIL PAVING
OR SHOULDER
CONCRETE FOOTING -
3000 PSI 0 28 DAYS
PRECAST CONCRETE
IN
9
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2 #4X5'9"
8' CLEAR WHEN CENTER POST IS REMOVABLE
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NOTE:
1. ALL METAL SHALL BE GALVANIZED PAINT ONE COAT METAL PRIMER, AND TWO
COATS BENJAMIN MOORE HUNTER 'LIGHTNING BUG YELLOW' METAL ENAMEL.
2. REMOVABLF BOLLARD: ALIGN POST & SLEEVE SO EYES AND HANDLES ARE
LOCATED AT BACK AND FRONT OF POST, NOT STICKING OUT INTO TRAVEL WAY.
3. REMOVABLE BOLLARD AS PROVIDED BY CALPIPE MANUFACTURING, LOS ANGELES,
CA (1-800-225-7473) OR APPROVED EQUAL.
4'-0" CLEAR (TYP:)
HANDLES 3'-0"
HEIGHT SIDES OF
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SECTION — NOT TO SCALE
to
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FIXED METAL
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FINISHED GRADE
16. 1
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AGGREGATE BASE COURSE-�"PICAL
TOOLED CONTROL JOINT 1 /4 OF SLAB
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SHOWN ON PLANS
1 /4" THICKNESS
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COMPACTED SUBGRADE - 98% STANDARD
NOTES: PROCTOR COMPACTION
1 ALL SURFACES TO RECEIVE MEDIUM BROOM FINISH PERPENDICULAR TO DIRECTION
OF WALK.
2. PROVIDE TOOLED CONTROL JOINTS NOT MORE THAN 10'-0" ON CENTER OR AS
INDICATED ON THE PLANS.
CONCRETE CONTROL JOINT - TYPICAL
SECTION — NOT TO SCALE
SCORE JOINTS 0 10' O.C.
UNLESS OTHERWISE NOTED ON PLANS
EXPANSION JOINTS 0 50' O.C.
UNLESS OTHERWISE NOTED ON PLANS.
4" CONCRETE
4" ABC
PREPARED SUBGRADE -
98% STANDARD
PROCTOR COMPACTION.
PAVEMENT SHALL BE CONSTRUCTED OF 3000 PSI CONCRETE. SURFACE FINISHES
AND JOINT TO SCALE SHALL BE AS INDICATED ON PLANS AND DETAILS.
CONCRETE PAVEMENT - TYPICAL
SECTION - NOT TO SCALE
SIDE SLOPES SHALL BE LESS THAN 11 TYP. UNLESS
OTHERWISE INDICATED ON GRADING PLANS. CUT AND FI'c_
SLOPES SHALL TIE INTO EXISTING SLOPES TO CREA = An VEN
TRANSITION.
2'-0" VARIABLE
SHOULDER
FLUSH 2% MAX. CROSS SLOPE
COMPACTED SIHGRADE
ABC EXTENSION - TYPICAL
1 1/2" SUPERPAVE ASPHALT CONCRETE TYPE
S9.513 PER NCDOT STANDARDS BASE COURSE-
98% COMPACTION
4" AGGREGATE BASE COURSE - COMPACTED
2'-0"
SHOULDER
CLEAN BACKFILL
SEED AS SPECIFIED
DRAINAGE SWALE
(TYP.)
NOTES:
1. CONTRACTOR TO INSTALL ALL EXCEPT ASPHALT, ALL GRADES SHOWN ON PLANS ARE FINISHED GRADES
WITH ASPHALT.
2. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS FOR DIRECTION OF SLOPE.
3, CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES DISTURBED BY CONSTRUCTION,
ASPHALT TRAIL (VARIABLE IN WIDTH - SEE C300-301)
SECTION — NOT TO SCALE
For each open utility cut of
City streets, a S325 pefmit
shall be required from the
City prior to occupan&Y
and/or nrniPct arrentar1Ce.
1 inch
DRAINAGE PLAN
APPROVED
CITY OF WILMINGTON
STORMWATER DISCHARGE
PERMIT NOT REQUIRED
SIGNATURE DATE
Planning
Traffic
Fire
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CONCRETE EXPANSION JOINT
SECTION — NOT TO SCALE
TOOLED EDGE
'SELF -LEVELING
SEALANT
4/2" RADIUS
FELT EXPANSION
MATERIAL
5-1/2" COATED METAL EDGING.
4" DENSE GRADED MIXED SIZE
AGGREGATE SURFACE COURSE
4" MIXED SIZE ABC
AGGREGATE BASE
PREPARED SUBGRADE -
98 % STANDARD
PROCTOR COMPACTION.
NOTE:
THE GRAVEL SURFACE TO HAVE A 2% CROSS SLOPE AS PER GRADING
PLANS SHEETS C500 AND C501.
CRUSHED GRAVEL PAVING
SECTION — NOT TO SCALE
Approved Construction Plan
Name ate
SAND CANOE LAUNCH
SECTION — NC- W SCr_-
24" MASONARY SAND
ANCHORED
FILTER FABRIC (5 OZ)
12" No. 57 STONE
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MAY C It 2009
DIVISION OF
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HANDICAP PARKING SIGN (VAN ACCESSIBLE)
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3.5'
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B = X-(A+9")
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B = DISTANCE FROM FRONT EDGE OF SIDEWALK
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FOR ALL
PRECAST CLASS "B"
BACK OF SIDEWALK DROP REWIRED
SIDEWALK SLOPES.
-CONCRETE
** BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0.04.
SHEET 1 �)f 4
DETECTABLE
WARNING DOMES
848.05
im
HANDICAP ACCESSIBILITY RAMP
NOT TO SCALE
SEE ASPHALT
PAVING DETAIL
SEE CONCRETE
PAVING DETAIL
12"::
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6"
6"
6"
MIN.
ASPHALT TO CONCRETE TRANSITION
CONCRETE
ABC
TF1 T
COMPACTED SUBGRADE TO
95% STANDARD PROCTOR
SEE NOTE.1
SEE NOTES
17
PLAN VIEW
DUAL RAMPS
ANY RADII SHEET 1 0 4
(40" MIN. FLOOR WIDTH)
848.05
STANDARD TRAFFIC SIGN
NOTES:
1. ALL REFLECTIVE SIGNS SHALL BE MADE OF
ENGINEERING GRADE OR HIGH INTENSITY GRADE
REFLECTIVE SHEETING OR APPROVED EQUIVALENT.
2. ALL SIGNS PLACED IN RIGHT-OF-WAY WILL BE
APPROVED BY TRAFFIC ENGINEERING DIVISION.
3. ALL FOOTINGS TYPICAL FOR ALL SIGNS, WHICH
NEE) TO BE ANCHORED IN CONCRETE.
STREET SIGN
1 L f NOT TO SCALE
1.5" S9.5A
4" ABC
PREPARED SUBGRADE
98% STANDARD
PROCTOR COMPACTION.
TRAILS AND BASKETBALL COURT ASPHALT PAVING ON
AGGREGATE BASE - LIGHT DUTY
For each open motility cut of
City streets, a $325 permit
shall be required from the
City prior to opcupancy
and/or project Icceptance.
DRAINAGE PLAN
APPROVED
CITY OF WILMINGTON
STORMWATER DISCHARGE
PERMIT NOT REQUIRED
SIGNATURE DATE
Planning
Traffic
Fire
Approved COnstrUICtiorl Plan
Name :�'a.e
NOTE:
1. THE RESERVED PARKING SIGN IS TO BE 5'-0" IF THE
PEDESTRIAN PATH DOES NOT PASS UNDER OR AROUND
SIGN IN ACCORDANCE WITH FIGURE 4.1.2 OF THE NORTH
CAROLINA STATE HANDICAPPED ACCESSIBILITY CODE.
2. THE RESERVED PARKING SIGN IS TO BE 7'-0" IF THE
PEDESTRIAN PATH GOES BY, UNDER, OR AROUND THE
SIGN IN ACCORDANCE WITH FIGURE 4.1.2 OF THE NORTH
CAROLINA STATE HANDICAPPED ACCESSIBILITY CODE.
3. SLOPES MAY NOT EXCEED 2% IN ANY DIRECTION.
ACCESSIBLE PARKING/SIGNAGE DETAIL (TYP.
NOT TO SCALE
1.5" S9.5A
1.5" S9.5B
6" ABC
PREPARED SUBGRADE
DRIVE LANE ASPHALT PAVING ON AGGREGATE
BASE HEAVY DUTY
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FINAL DRAWINGS - NOT
RELEASED FOR CONSTRUCTION
Project No. C8042
Drawn By GT/MJ
Checked By GHS
Issue Date: 04.01.09
C901