SW8000505_APPROVED PLANS_20041013

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 00 05 05
DOC TYPE
❑ CURRENT PERMIT
Ed APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20p`} 10 13
YYYYMMDD

EXISTING DITCH CARRYING GRADE THIS PORTION PROPOSED DITCH TO FLOW TO TRACT MTIA /� Z
OFF -SITE RUN-OFF OF YARD TO FLOW STORM WATER POND ACREAGE IN TRACT - 29.03 AC. (/III
TO REAR OF SITE ACREAGE IN PARKS GATEWAY
DITCH AT 10:1 OR OTHER LAND NORTH U`'m
GRADE LOT OR LESS STEEP USAGE - P.0 (STORMVATER POND) COMMONS DRIVE NORTH
AVERAGE LOT SIZE - 7, 900 S. F.
EXISTING O 27i MIN. FILL REAR OF LOT
JACOMMONLLE TO FLOW + 20' TO CREATE BREAK i' cOMMONS COMMONS
ONSLOW CO. - COMMONS - NUMBER LOT SIZE - 7,000 S. F. JACKSONVILLE
_BOARD OF EDUCATION_ i = MIDDLE TO STREET POINT GRADE O NUMBER OF LOTS - 117 DRIVE SOUTH ��
D.B. 142L PG. 35t // SCHOOL TO FLOW TO L. STREET _ R923. 6 L. F. \yyc �0E
CU. 0&1 ZONE - i 1 ,� REAR DITCH 11. _HIS DEVELOPMENT IS NOT AFFECTED BY ANY
EXISTING � 25
INV. 46.38 - EXISTING �\ I M.B.L.�
// O COMMONS DRIVE SOUTH HAZARD
(-- INV. 46.48 \ - - _ M.B.L.M. ' ' _ _ OFFICIALFF� MAP CPN AREA,0178 0006D(CITY 2B
II , CMF BETWEEN LOT B5 II OF JACKSONVILLE) EFFECTIVE FEBRUARY 15, 7� GATEWAY
I� Ex.11 / �I 60 R/W AND LOT 84 SECTION IV �� �L� RLW ---- RLW 19MH5. ASHCROFT c
28' EX. NORTHSIDE8.3 AT THE COMMONS j' m m CONCERN LOCATED VITHIN THIS DEVELOPMENT. `6 ` rRs pe-B '1 X ELEV. 48.34 II ExlsTl! I� 2. THERE ARE I'R! ALIENS OF ENVIRONMENTAL c3` <"�
u- -H 28' EX. SIDEWALK
m-______ 3. C NCERN BUILDING SETITHIN TH Z ! Z. A
_ - jEX. SIDEWALK y ______
�i/�ii�i�i
pp y ..,� „� _.�..•�z1_•____________________ SIDEFRONTYARDD - 7S,
R7� �______________________ REAR YARD - 13'
m _
R LOT,
g0\ -- EX
B 7 - -. _ _ - _ - _. _ _ - X. 3 i`�• �)% CDRNEFRONT YARD - 25'
°•;,. - _ - - TYPICAL LOT RTYPICAL LOT SIDE YARD - 7' •, m/
Io Un _
B-B
E 7
''.s'•' -" -^ •m»... ..�-...:a...a�....�.. �,. «�, GRADING SKETCH #1 GRADING SKETCH2 =
REAR YARD 7' (D
EB = _ _ - r�,.,,:.SIDE STREET - 15'
EXISTING LI B EXISTING MFEXIS TING 4. PROPERTY LYING KYOND STREETS RIGHTS -OF -MAY
EXISTING _j I INV. 46.06 I _ _ C STRUCTION INV. 45.06 / _ EXISTING ' - _ - _ 89ICHMARK
INV. 46.04 INV. 45.10 - INV. 43.48 EXISTING
ARCE r%� �85 r ` SIN V. 43.36
9188 i I 87 i - �84 92 r 3 r 90. ALL. SILT FENCE AT NOTE' '\ 61 i �✓�� \ .
x SEC ION IV LOTT DISTURBANCE OMIT ADJACENT� TO7�{PPO D SHALAND LBE'• B3 I TCH TO ELEVATI� S \\�
l NXVS 46 36 I I NV. Hi INVSOU ETNG
F S.w A� THE COMMONS 1TOP OF TCIHFROM It (BANK AT RRUN0�FF M� ��� Tqi BANK OPE
NOTE,
0
r AND WITHIN BOUNDS OF SIGHT TRIANGLES SHALL
ALL INTERIOR LOTS WITH REAR
Z
(\ REMAIN AS PROPERTY OF HOMEOWNERS, BUT SHALL VICINITY SKETCH
LOT DITCHES DRAINING TO THE
HAVE NO SHRUBBERY, BUILDINGS OR FENCES
NOT TO SCALE
POND SHALL BE GRADED TO
_o
c WHICH WILL RESTRICT DRIVERS VISION.
FLOW FROM STREET TOWARD REAR
0_
0
a 5. ALL EASEMENTS TO BE DRAINAGE i UTILITY AT
Z
DITCH. SEE TYPICAL LOT GRADING
DIMENSIONS SHOWN UNLESS OTHERWISE NOTED.
SKETCH 02.
U
EASEMENTS SHOWN AS ----OR _--_-_. 11. TOTAL DEVELOPMENT AREA IS PREVIOUSLY CLEARED.
2. ALL EASEMENTS TO BE 30' DRAINAGE & UTILITY AT DIMENSIONS
Z
SHOWN UNLESS OTHERWISE NOTED.
C6 µ•me GIB B q.i,y5 .B. 3Si. PG. ;24 AREAS FL TO THE ROADS. X. SWALE SWTM t YIE$'f SKIES ��1, 3. THIS PROJECT IS NOT WITHIN ANY AREAS OF ENVIRONMENTAL
_ R-7 ZONE SEE TYPICAL LOT GRADING ONLY AT 5: 1'AOPES �'\ CONCERN,
SKETCH SEE DETAIL \ \ JJ 4. FOR ADDITIONAL DETAILS, SEE PLAN AND PROFILES.
_y - • _ __ ____ _ _ - ty
OB • T =��r� - -- �• - • ��• - ® ® �- I ° NO STRUCTURE SHALL BE SET WITH ' w i - ADJOBIER LOT NUMBER 1. CONSTRUCTION SEQUENCE:
R RIGIHT-OF-WAY EROSON AND SEDBEMT&OO! CONTROL NOTES
46.9 �'r+T•� - - 2.9 SECTION I '�� \ LESS THAN 4e.0 FINISH FLOOR ELEVATION ` A. NOTIFY CITY OF JACK9ONVILIE PUBLIC WORKS DEPARTMENT, ENGINEER
REGRADE THIS PORTION I 57 V. 46.10 / INOV 46.0 - - TOB'4B. 1\ )s \ NOg.THSIDE \� _ NORTHSIDE _ FOR AREAS DRAINING TO PONDS /2 t j3
OF EXISTING DITCH TO // ` / ,/ \ \ AT TAE COMMONS - \ HIGH SCHOOL AND 47.0 FOR AREAS DRAINING TO POND /1. f� - LOT NUMBER AND OWNER PRIOR TO BEGINNING CONSTRUCTION.
GRADES SHOWN. SLOPE // �� 7 8 // INV. a� -' \ .8. 36, PG. 4 �� \\\\ \ I �_ _ FLOW ARROW B. INSTALL STABILIZED CONSTRUCTION ENTRANCES /
( TOPI4IL/ f 44.0 \ \ �. C. INSTALL SEDIMENT TRAPS AND ROC( CHECK DAMS, THEN DEEPEN
DITCH BANK ON SOUTH p '/ /i 5 i �, 11 R-7 ZONE \ ® -PROPOSED ELEVATION
SIDE ONLY AT 3:1 56 ' _ V. 44. / i/ / \ \ I �\ \ \ F.E.S. - FLARED END SECTION REGRADE EXISTING DITCHES. IMMEDIATELY SEED AND MULCH
Tq g /AB' S70RMWA4Elt 10 _ `\ \ \ CB -CATCH BASIN DITCH BANKS.
ROPE. SEE DETAIL / I TOP 47 110 \.�
/ -� INV. 45. ETENTIaI POND
/ • , I / INV. / .2 44.0 DETAIL SHEET) 1 EX. SWALE `59 i JB - JUNCTION BOX D. INSTALL SILT FENCE ON EXTERIOR OF LOTS AS SHOWN.
\ \ � -'/ �\ �� -PROPERTY LIME E. CONSTRUCT DEIENT10N PONDS 1' DEEPER THAN DESIGNED.
A - RIPRAP ANION F. GEM AND GRUB AREAS AS REQUIRED. HAUL OFF ALL CLEARED
/ �,✓ x / \ �� / � � \\ - PROPOSED PIPE DEBRIS. NO BURNING ALLOWED.
TOP 4B II 4- _ \ . -46- __ - EXISTING H 7olR G. STRIP TOPSOIL, STOCK PILE FOR LATER USE. GRUB AND ROOT RAKE LOTS.
V. 45. 13 59 \� \ -.- - SILT FENCE ROUGH GRADE STREETS. PLACE ALL STREET EXCAVATED MATERIAL ON LOTS.
HANDICAP RAMP FOLLOW INSTRUCTIONS IN GEOTECIINICAL REPORT.
.E \ , DU BIN N \ EX. SWALE _ :.\ Y�� \\ \ H. INSTALL STORM DRAIN PIPES, SWALES. CATCH ROUGH GRAB LOTS PER TYPICAL LOT GRADING BASINS
SKETCHES.
AND RIPRAP APRONS.
• ,/ 93 \ 5g 47.0 } 60 0� 4V Tt� 57 ; ISF �' I. TEMPORARY SEED MY AREAS THAT ARE NOT TO BE DISTURBED
42.3 �, \.�� WITHIN 15 DAYS.
`y`! \• //i IN . 44.3 O 61 /� \ INV. 45. / \
53 RAMP r. " � �' / �, I J. WITHIN 13 DAYS UPON COMPLETION OF LOT GRADING, INSTALL
f
DEEPEN EXIS NC ' Y\ \ II
• IV. /� 59 H 62 / DITCH TO VATIONS �' � �\\ I{I I TEMPORARY OR PERMANENT SEEDING TO AREAS THAT ARE NOT TO BE
/ TYP ,' \® 63 r K 1 \ SHOWN. R SLOPE �. �\ �� DISTURBED DURING STREET CONSTRUCTION.
��' • 52 TOP 46.33 D f.; // 92 ` .� O 65///; \ \ DITCH )BANK ON \ / K. INSTALL WATER AND SEWER MAINS
\� �•\ RV. 45.30 / \ �I I , 43 \ SOl1F9 t WEST SIDES '' �� \ _�.�.yrjj �L FINE GLADE STREET. PLACE CABC OVER COMPACTED IIJMiRADE, AND
51 / / c 16 OWY AT .0 SLOPES y _ �� S'� INSTAL CONCRETE CURB t GUTTER AND OUTLET CHUTES
R'a _ 4 • �_� C 91 ® -\ O \DETAIL. \ �._ �� /�O INSTAL ASPHALT SURFACE COURSE. SUBGRADE AND CAiC
47
F.E. / jf TOP 46.I ' \� �\ 56 - _ 'ate \� -. • •., �� / o �� JAC(SONNUE TSHALL BE TOO PAVINAND G.
BY THE CITY OF
INV. M / INV. 46 _ �y _ /,:�: AREAS _
RAMP (gD) 44.6 NV. T , 1 / 55 r ' S4 r B B �w�' COMPLETING ANY PHASE OF THE GRADING WORK. APPLY TEMPORARY
• / , TYP �`-� 89 17 nI , �66 1yl \ I _ , - 3 .•:� •� ` M. SEED,SEED4NC IF AREA15 TO BE DISTURBEFERTILIZE. AND MULCH ALL D AGAIN AND PERMANENT 15 DAYS
7• 67 SECTION II B "� mom,.,,;,
IF AREAS HAVE BEEN FINAL GRADED AND ACCEPTED BY ENGINEER
THE C IDE �j
T 46. i � 68 / \ -1AT THE COMMONS - Fi AND OWNER.
/ O j pI \ 2. SEEDING SPECIFICATIONS
HIV. .5 ! / / + / M.B.JJB3Z. PG. 132 �j EX.37
P / >OR 4& 5-1 G,1 SAL / / R-7 ZONE 11 ROA 1 EXISTING APPLY LIME AND FERTILIZER AND WORK INTO SEED BED. SEED MIXTURE
\ Ry 47.6e / I 0 DITCH SHALL BE DISTRIBUTED UNIFORMLY AND COVERED WITH A CLEAN STRAW
MULCH. MULCH SHALL BE CRIMPED OR TACKED TO HELP HOLD IN PLACE.
TOP I� rjll y� _` MATERIAL AND APPLICATION RATES FOLLOW -
i / \ INV. OUT 69 �/ / V. 44. � - - V1 III``] ; 53 r
/•� INV. 4A43 / 84 44.9 RVSOU7 2 I �� I I \ MATERIAL AEBJGAi]�LRATE
i 83 / I3 \ 1 LIME 1000 LBS./AC
/ 108 F. / 44.2 70 / / 41 - • ES. t.I I FERTILIZER (10-10-10) 900 LBI
NO • • 107 INV. OUT - \ \ ///! III w INV. I `'1 \ I J' TONS/AC
ALL INTERIOR LOTS WITH REAR • \ O 45.2 17 / ill ° % � r/._ + 11 tl AMPS I -�i� PERMANENT SLEOWG
LOT DITCHES DRAINING TO THE / III 22 I MMM I NSTA1 H/C JJJ«<--- MULCH 10
�] II , 'REBEL" FESCUE 10o LBS./AC
POND SHALL SL GRADED TO 47 IL 109 / i TOP 46.20 s 82 / ITOP
NV 44 �. • /25 I COMMON BERMUDA
FLOW FROM STREET TOWARD REM '� / i HIV. 45.5 I O E a 1 I ® (HULLED APRIL 1 - SEPT. 1) 50 L85./AC
DITCH. SEE TYPICAL LOT GRADING • / / I 81 / 7 \ \ `I 24\ \ NORTHSIDE (UNHULLED SEPT. 1 - APRIL 1) 75 LBS./AC
SKETCH /2. \ \ / 106 / ✓i ..S 112 / _ I O / CONSTRUCT - BUILDERS, INC.
• // /INV. IN / \ \ 23 / RYE GRIN (SEPTA - APRIL 1 ONLY) SO LBS./AC
\_ D.B. 1438. PG. 5� GERMAN MILLET (APRIL 1-SEPT 1 ONLY) 50 LBS./AC
i R-7 ZONE / TEMPORARY FIG
•\ 46 \ // ®+ // r! 80 \ \\ CB / REMOVE VALL DEC. 1 - APRIL 15
73 \ \\ ITOP.00 RSTALL VALLE _ KOBA LFSPEDE7A 50 LBS./AC
CEG JACKSON VILLE �, n� \1 �� 104 113 �j,� /'" lµ; OU7 _ /\\ �'\� ��\ R REGRADE EXISTING DITCH ON It APRIL 15 - AUG. 15 ..
Y I R rE GRAN `00 ,.Lis.,
L.L.C. C� / I ♦ ® 79 3] CB \ / TO ELEVATIONS SHOWN. RESLGERMAN MILLET 40 LBS./AC
_ D.B. 1�5, PG. 29 • 1 // TOP 47.8 _
EX. B-1 & R-7 ZONE 4P� / RV. 47.0 f O \ TOP �•� \ \�� DITCH BANK SEE
NORTH SIDE AT
/ / / '�r Ir / TOP 47.5 \\ 75 V. 43.75 'I RAMP 26 QQ 5:1 ROPE. SEE DETAIL RYE GRAIN DEC. 13 100 LBS./AC
CURRENTLY REZONING • // Ov i ° RV. 44.5 \, 76 \ 71Y RRA `) j'% 3. CONTRACTOR IS RESPONSIBLE FOR MAINTAR04G ALL EROSION
TO CU-8-1 INSTALL SILT CE / 0 103 C� 114 i/ 'l \ \ 27 / PREVENT MTASURES ANDS ALL AMEND MEASURES
SPAS REQUIRED S
°
TO
EROS
ON
TAKING
AT LOT DISTURBANCE \ 44// i TOP 47.9 TOP 47.3 - . .
LIMIT 15't FROM R (TYP RV. 43.6 V 102 R INV. 44.7 78 INV: R TOP 46. C \ \ TOP �. �� SITE, UNTIL SITE IS RESTABKJZED AND ACCEPTED BY CITY OF
IAT TOP OF DITCH BANK. O
43 40 _ '!!� \ \ INV. 43.6 1
HIV. 43.0 / x / UPOJACKN
RESTABI ZATIONENGINEO AND OWNER.
116 j,\ 77 \ 28 4. UPON RESTABKIZA L R OF N1 DISTURBED AREAS AND S CONTROL
•\ 43 \ J , \ �� CONTRACTOR SHALL REMOVE ALL MULCH
EROSION CONTROL
• \ \\ ♦i INV. OUT
FAgUTES AND GRADE, GRASS t MULCH THE AREAS
• INV. IN \ 101 // .. TOP 46.9 .�( \ \ \\ yi/ 41.1 5. ONCE CONTRACTOR HAS COMPLETED JOB AND SITE IS RESTABKJZED, THE
\• 3T0RMWP N 100/ 4I'1'yV3 OUT - HIV. 43.8 / , `` \ \ v�� �O AREAS UNTIL TIME WMEN THE LOTS ARE SOD TO INDIVIDUAL LOT OWNERS.
O / l� DEVELOPER SHALL BE RESPONSIBLE TO MAINTAIN THE RESTABKJZED
• ) • ®. 95 ! Q INV. �� �V 6. FOR ADDITIONAL INFORMATION, SITE PLAN AND PROFILES.
AIER NOTES:*
SHEET g
'J OUT BACK90E OF pIT'CH .y �Rp 1. ALL ST�WMPERVIOUS AREA CONSTRUCTED, 14CLUDING ROADS t WALKS
RAMPWITH 10 SY 6 DIAL �jSES, DRIVES,
7� / fjO 96 TYP L �•� RRA F.E.S. RIPRAP r"t�� �� AND HOU
DRAIN TO THE STORMWATER�PON &SHAl BE CONSTRUCTED TO
•\• '� • �� `�1>, 99 1DP 47.20 RV. IN • O INV. OUT 2. A DRAINAGE AND ACCESS EASEMENT SHALL BE RESERVED ON THE
EXISTING--/ \ /4h y ~•0 30 4�5 �� 42.2 '`y \ ENTIRE STORMWATER POND LOTS TO ALLOW FOR ANY FUTURE INSPEC71ON
DITCH •\ S 98 97 �% ii \ AND/OR MAINTENANCE OF THE PONDS MAY BE REQUIRED.
DRAINAGE PIPE CHART • VVV // / T fl CB .4 DEEPEN EXISTING DITCH
OUTLET \ 4Z , TOP 46.6 TOP 47.1 %' �� --.� ��\ 3. THERE ARE NO WETLANDS ON SITE.
NV. � � �' ..,`'I t TO 42.0. RESLOPE _
AREA
010
DIAMETER
GRADE
LENGTH
VELOCITY
PIPE (ACRES)
(CFS)
(INCHES)
(FT/FT)
(LE)
(FPS)
A
0.95
4.1
Is,
RCP
0,003
49
-
B
0.64
2.8
15'
RCP
0. 003
46
-
C
1.76
7.7
18'
RCP
a 005
187
-
D
0.74
3.2
15'
RCP
0.003
28
-
E
0.90
3.9
15'
RCP
0.004
112
3.8
G3
0.29
1.2
15'
RCP
0.003
91
-
HI
0.27
1.2
15'
RCP
0.003
28
-
H2
O.45
1.9
15'
RCP
0.003
112
2.9
H4
0,17
0.7
15'
RCP
0.003
28
-
H5
0.30
1.3
15,
RCP
0,003
112
2.7
I
1.41
6. 1
18'
RCP
0. D04
58
-
J
3.01
12.9
24'
RCP
0.0035
112
-
K 1
8.36
36.0
2-24'
RR5'
0.0065
28
-
K2
1.80
7.7
IS'
RCP
0.0055
100
-
L
8.69
37.4
2-24'
RCP
0.0065
35
6.6
0
5.54
23.0
30'
RCP
O. DO35
112
-
P
0.15
0.6
15'
RCP
0.003
28
-
0
0.30
1.3
15'
RCP
0.003
54
2.7
T
0.42
1.8
15'
RCP
0.003
28
-
U
0.51
2.2
15'
RCP
0.003
112
3.0
V
5.92
25.5
30'
RCP
0.007
28
-
V
7.28
31.3
30'
RCP
0.009
32
8.8
YI
0.34
1.5
15'
RCP
0. D035
28
-
Y2
0.41
1.8
15'
RCP
0.003
112
2.9
AA
0.78
3.4
15'
RCP
0.0035
28
-
BB1
1.47
6.3
18'
RCP
0.0035
110
-
BB2
1.47
6,3
18'
RCP
0.0035
36
-
BB3
1.47
6,3
18'
RCP
0.0035
127
-
DD
0.75
3.2
15'
RCP
0.003
92
-
EE
2.99
12.4
2-18'
RCP
O. DO3
28
-
FF
3.10
13.3
2-18'
ROP
0. D035
76
-
GG
3.10
13.3
24'
RCP
0. 004
164
-
HH
3.16
13.6
24'
RCP
0.0035
112
-
II
6.97
30.0
2-24'
RCP
0.0045
28
-
KK
7. 92
34.1
2-24'
RCP
0. 006
52
6,4
MM
36.5
92.0
2-42'
RCP
0.002
150
5.3
NN
5,9
21.2
30'
RCP
0.003
150
5.2
00
8,46
14.6
24'
RCP
a 005
60
S. 8
GQ
9. 23
15.9
24'
RCP
01005
60
so
SS
7.82
13.5
24'
RCP
0,005
60
5.7
0 - CIA
NQTFI
C = 0.6
1.
LENGTH GOES FROM CL CB TO & CB. ACTUAL PIPE LENGTHS MAY BE LESS.
tc = 5 MIN.
2.
WHEN APPLICABLE,
LENGTH
INCLUDES FES SECTIONS.
I,o = 7.17
IN/HR.
RCP - REINFORCED CONCRETE PIPE
tc = 30 MIN.
(PIPE MM ONLY)
I,y = 4.2
IN/HR.
(PIPE MM ONLY)
tc = 60 MIN.
(PIPES 00, 09,
AND SS
ONLY)
tc = 2.88
IN/HHR
(PIPES 00,
09, AND
SS ONLY)
REV. 04/17
REV. 03/14
REV. 03 De
& GRADES PER REDESIGN
ADD DITCH NOTE
TRC & PN CHECK
42 INV. 45.8 V. 43 � STORMWATE DITCH BANK ON NORTH
DETENTION POND /I I SIDE OF [ ONLY AT
TOP 4a6 (SEE DETAIL SHEET/ 5:1 SLOPE. SEE DETAIL \
INV. 45.6 2iii \
„- _ - 33i ProA#" VoATPeti lHlbw►►TIA L pt&J
+ / \
EX. DITCH / *W �•�-�� y,I ( /� �.�i�� �r /�. / Q \• \ � 35 •i�/�i�� \\ \ 4 � JHI)I^� 1 I�'.4 iAI% 1�1 J�{%/'%MWTI C`7� ��t����'FY 1 �!�/�0
/
RAMP 36 JOHN 0. SIEVENSIN �,' TYP , // D.B. , PG. 4779
�
TCA ZONE
\ 3,
I �
\,
1i0.11< 1
ALL EXTERIOR LOTS AND LOTSI
\ •i / ADJACENT TO POND SHALL BEI
GRADED 90 THAT ALL OF THE
RUNOFF FROM THE IMPERVIOUS
FENCE AREAS FLOW TO THE ROADS.
/ - JENNY W. HAWKINS- INAT LOOTT ALL T DISTURBANCE SEE TYPICAL LOT GRADING
TRUSTEED.B. 153I, PG. 1i3.4 LATMTOP OF DITCH BANK, SKETCH
I
A
/ \ NICHOLAS CEROSIMA
- & IRMA N. -
D.B. 156,% PG. M
TCA ZONE
i
RONALD B. SLATER
- & SIGRON G. -
D.B. JUL PG.
TCA ZONE
NESTER OJEDAMOYA
- & CARMEN L. - - - - -
STING
D.B. 1PG. I& \ DIT
130. CH
TCA ZONE CLEAN WT BOTTOM
TO ELEVATION SHOWN OR •i
CLEANOUT AND RELOCATE BOTTOM DO NOT DISTURB
AND REAOPE ASHCROFT SIDE BANK OF DITCH ON
OF DITCH BANK TO 5:1 SLOPE ADJACENT PROPERTY SIDE
TYPICAL DITCH CLEANOUT DETAIL
NOT TO SCALE
nF1iNh+AT1�lti SPA'S FtnwHA'ti ? mo
CAR
ro 1
,n
E L ?_
' 1 5 5 f p
Fr ,
M.
GENERAL GRADING, DRAINAGE, EROSION AND
SEDIMENTATION CONTROL PLAN
ASHCROFT MAY u'i aw
AT THE COMMONS BY:j1g C)w5Da
JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
PROPERIY OWNERS:
FOR:
1st WILMINGTON PROPERTIES
D.B. 1.590. PG. 719
LINDEN RIDGE PARTNERS, L.L.C.
SEDIMENT
IBM
9EDRIENT TRAP CHART
DISTURBED AREA VOLUME SIZE
(ACRES) (CUBIC YARD) (IJENGTHxWDTHxOEPTH)
P.O. BOX 3442
WILMINGTON, NORTH CAROLINA 28406
/1
0.2 7 10'x6'x3'
/2
#3
0.3 10 15'xe'x3'
0.3 10 15'xe'x3'
GRAPHIC SCALE: 1"=100'
DATE: 02/21 /00
0 50 100 200 300
SCALE: 1 "=100'
FEET
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - lAnd Plannere
DISK NAME: ACAD 521B FIELD BOOK: ASHCROFT, PG 1-10
P.O. Box 976 - 306 New 11ridge Street
FILENAME: ASH-GEN.DWG KHW
JOB NO.:S990715-2635
SHEET 2 OF 10
Jacksonville, North Carolina - 20541-0976
Phone [phone] - raz [phone]

I
EXISTING
JACKSONVILLE
ONSLOW CO. - COMMONS -
BOARD OF EDUCATION_ i = - MIDDLE
D.B. 142L PG. M y SCHOOL
II CU. 0&1 ZONE / i = I
COMMONS DRIVE SOUTH
SEX. 60' R/W II 1�1
II EX K J
B8B 28' EX. BIKEPATH I III
'dl/�4 _ EX. SIDEWALK
- �_y//I�lli?�///�!//ill!/?�/ �r•z�---vr:-.��-*s^�.v-•,mar9c�..:�-".a'--��� I�:
a"•.�.: .ia..�..m :� , � >sz / ::ax;-u--./IDD/irZ�ii/I1�IJi/P�i�/�liiJldO//�!i/�ii�i
S 88' 31 ' 2 4" E �EB B 7 = _ _ _ - _ _ _ _ _ _ _
90.00' - ��� -
I H C
- - _-
94 i I r
_ `93 r \92 r 3
g N • $ I SECTION IV
$ r n NORTHSIDE _
A THE COMMONS 4' HI STEEL 0R
.B.', PG. 2Q I I ALUMI UM CHAIN
- I R-7 ZONE BLINKLA FENCE GREEN
U\
S88'31'2 "E 150.00' I VINYL
OR GREEN \�\
zo _ S 88'31'24" E 842.46' VINYL COATING TYP 82'23•Sy"
o TT $ 49 J8 SECTION
57 L10' it ,J - $ I O g - - - - o p g o - NORTHSIDE \\ �t _ NORTHSIDE ° x J T
147.36' r 1D 1° - - I 15 O7 b O o STORMWATER I a 21 81 AT THE M.B. M PG. COMMONS - �J HIGH SCHOOL
.42' 1-38.16' $ o wi DETENTION POND n \\\\
L-33.61' 10 11 h R-7 ZONE �\ \
L-16.03' `�• _ _ _ _ 4' GATE �1 53'1 ry
'��D0 Nil: I r�
((20' TYPE "A" BUFFER 32.50' 2W. 12 \ wm• . 59 , O
(376LARGE LARGETSHRUBS) EES)146.59 1 \0.00' O\ ���. ' S6.00' S6.00' S6.00' 0 8 0
O4 m 'V
rii• ! i .L-2.45'-\
12 \ `ry�0i 14 /\\
`fv \ 54 qZ?. ��� 40 93 58 gp 0" `57 ISF
2
.� < o I I o 61 ,`9j N J N \ 9.40'
\ �`L 53 L-4. <� 2 ?h '� 59 0 64 ry \ /. ZN
6.28' I I n r
6.70' 12.36' r v
yS73. \ 52 20 \ 1.O �+ U• \ * \ \\ �`'`^
7 L=19.30ryk 7.72' / tr 4 , 16 y�2
51
10' 84.72' ; �i. ^ w 87 a \ 66 // ' fs* Si r _ •,•`*
N79' 'A �\ \ 90 'O ^� O O 9T 'Q)' ?J (ClO� \
S
0'
0
�
Z
N
00
a
(�
z
U
Z
\ NN L=25.43 'sy \y ,,yh. 15 / _ \ 54 r _ B_8
S 88 a
7 s• 2T L-50.12' v •: \ >�a'rm.�,:+-va•'
� � / a J� ry 89 86 67 sm `�S• e< 'SECTION II B
NORTHSIDE �}
85 68 0' ,K 3 THE COMMONS / 9 53' �h O \ Sy, \ O f pEX.37 M
49 k l'89.01' �ry 1 S '* 6 . M.B., PG. ] II
\ � S•'a y?•�7 19 M.B.fSJ2. R-7 ZONE I
„� L=50.08' yRry 90 T^� 11.24' \HAS' Ns. b�24.0IIROAD y
y //7 / \ ,,y0' 69 `! $ •.`ti \' I�,Z6' N 170'39" E Ei IIf7
2 / J 1 S ��s S9Cb\ 20 103.95• '�53 r
108 � ".41' L=65.33' 84 83 ,,10� 70 \$ _ JJ 1 \ _I�nn CH= 3 16'05'40" E
07.30' O IO O 25 MB'L 1y ' 'r'CN \ O /`�, �15 I�11 OIIII 162.71' 1 Y 107 O 111 \ ' Q2.4 ^ cP `°.per / S'goo, -3. y 22
16.50' I � L-25.7T
\ \ 47 L=44.45 \ \ / " \ 109 / SA6, S 0 J� 82 �j / \`{9• N6f `S \ 25 cn \\� H C
! •A1(y', O
112 4!B x*y� s9'u`{ $ 87 \ 71 ti � S 3j k =28.82 24 RAM - NLDER SI IN
A � 222 ♦ L=27.26' 3 � 75 (TYP) BUILDERS, INC. _
O.B. 1438. PG. 504
H/C,ry 72 =15.62� R-7 ZONE
RAMP .t � �ry � 80 L=15.62' y � � ,L / I /
\ 42• ?. L=31.12' ?• 73 / `J`i. �.B / 9• A wi.
�s2,\;� 105 ' 104 113 ( \=28.it' 0 74 TypN`��+ !C/ �m sr \\�. S 30'0 96'" E
CEG JACKSONVILLE ,� \ +"> - s2 O ` O 40.5'R ! O /
L.L.C. / ®
_ D.B. 1555- PG. ,444 s� :. .,'iOOA Ns.4\ $ \ c� L \ 79 75 oi! H C 00 \/v '\'r• �Q2 \\�\* /
CURRENTLY REZONING \ �! s $O \ v�" Q \\ /� L=21.79' O $ {, / 16 63-" M.O
TO CU-B-1 44 Ow \ ~'2 Q2. 103 \ 114 33.9J9 / / \!ss o \ O `'�• / `� t RAMP 26 \ \!\\
2 \ ® 8 76 ° Ci3 (TYP)
a ?• g0' L=38.58' ,!• 78 . o O
43 os'1` 9$ �ryo' 102 \ ,N=31.88' L-31.71 \ \ 5 % hg00
\ \ O• 11s 116 117 w s V 77 CA :v 29
$ �eSN. r' \ 1s ,�00 }•j 9y oo ^ I� �O
100 94 B1 o,f . g�� S", G. 4 �(, /. \
\\ �gl,'y7i• �� cP \ / �. � 95 O .�\
(� GATE�� SHRUB TYP
\\� 4 GATE J \�[" •.`ti .1 14.71' \ 9
090 UNDERSTORY \ \
OF -WAY CURVE DATAh359,A�� TREE (TYP)
TANGENTCHORD BEARING DELTA / 42 ?s.`1•0 :• \ / 6 / 1 ' ! Sgy \ \ t\ \
► \4 47 1 yob o 2 Y
RIGHT -
CURVE RADIUS LENGTH
1 330.00' 277.19' 147.36 269.11 S 06'18 14 E 48 07 34
270.00'
226.79'
120.57'
220.18'
S 0 18'14" E
48'07'34"
2
125.00'
170.53'
101.52'
157.61'
S 81'17'03" E
78'09'S6"
75.00'
102.32'
60.91'
94.57'
S 81'17'03" E
78'09'56"
3
125.00'
184.96'
114.10'
168.54'
S 00*11'17" W
84'46'45"
75.00'
110.98'
68.46'
101.13'
S 001I'll 7" W
84'46'45"
4
125.00'
166.02'
97.84'
154.09'
S 36'34'24" E
76'06'00"
75.00'
99.61'
58.70'
92.45'
S 36'34'24" E
76'06'00"
5
325.00'
238.38'
124.84'
233.07'
N 53'36'39" W
42'01'30"
275.00'
201.71'
105.63'
197.21'
N 5336'39" W
42'01'30"
6
325.00'
387.78'
220.72'
365.19'
S 66'46'49" E
68'21.51"
275.00'
328.12'
186.76'
309.00'
S 66'46'49" E
68'21'51"
7
125.00'
123.82'
67.52'
118.82'
N 72'35'06" W
56'45'17"
75.00'
74.29'
40.51'
71.29'
N 72*35'06" W
56*45'17"
8
425.00'
102.67'
51.58'
102.42'
N 37'17'15" W
13'50'27"
375.00'
90.59'
45.52'
90.37'
N 37-17'15" W
13'50'27"
9
125.00'
75.03'
38.69'
73.91'
N 47'33'49" W
34'23'36"
75.00'
45.02'
23.21'
44.35'
N 47'33'49" W
34'23'36"
10
125.00'
44.84'
22.66'
44.60'
S 54'29'02" E
20'33'09"
75.00'
26.90'
13.60'
26.76'
S 54'29'02" E
20'33'09"
11
125.00'
40.50'
20.43'
40.32'
S 3455'34" E
18'33'48"
75.00'
24.30'
12.26'
24.19'
S 34'55'34" E
18'33'48"
12
175.00'
192.05'
106.99'
182.56'
N 57'05'02" W
62'52'44"
125.00'
137.18'
76.42'
130.40'
N 57'05'02" W
62'S2'44"
13
125.00'
113.23'
60.8,V
109.40'
S 6531'31" W
51-54'10"
75.00'
67.94'
36.50'
65.64'
S 65-31'31" W
51-54'10-
14
20.00'
31.42'
20.00'
28.28'
N 75'22'01" W
90'00'00"
15
20.00'
27.44'
16.38'
25.34'
N 20"9'17" E
78'37'24"
16
20.00'
31.42'
20.00'
28.28'
S 75'22'01" E
90'00'00"
17
20.00'
31.42'
20.00'
28.28'
N 14'37'59" E
90*00'Do"
18
20.00'
31.42'
20.00'
28.28'
S 75-22'01" E
90'00'00"
19
20.00'
31.42'
20.00'
28.28'
N 14'37'59" E
90'00'00"
20
25.00'
19.46'
10.25'
18.97'
S 39'54'57" W
44'35'30"
21
25.00'
19.46'
10.25'
18.97'
N 38'18'03" W
4435'30"
22
20.00'
28.80'
17.54'
26.38'
S 83'49'49" W
82*30'19"
23
20.00'
28.80'
17.54'
26.38'
N 01"9'31" E
82'30'19"
24
20.00'
28.80'
17.54'
26.38'
N 80'49'36" E
82'30'19"
25
20.00'
28.80'
17.54'
26.38'
S 01'40'44" E
82*30'19"
26
20.00'
31.42'
20.00'
28.28'
N 43'31'24" W
90'00'00"
27
20.00'
31.42'
20.00'
28.28'
S 46'28'36" W
90'00'00"
28
20.00'
39.85'
30.88'
33.57'
N 80'S5'17" E
114'08'52"
29
20.00'
39.16'
29.75'
33.20'
N 11-52'49" E
112'10'35"
REV. 04/25/00-KHW-CHG. OWNERS NAME
REV. 04/17/00-KHW-REV. ESM'T PER REDESIGN, ADD NOTE #7
REV. 03/13/00-KHW-ADDED NOTE #6.
'fit?Yd• \ '`ry00 B� �s , . S8 "`7 � y 00 6 / ''0 32 / '
O 15'
0
v \ 41 �ry -23.28' 21 A6c79 / 33 /
'os• 40 /C /
RAMP =5.63 34 /.
=16.81 TYP L-7.84' ems• 16.29 /
35
20' TYPE "A" BUFFER 39 p�h-29.49' 1136 ��,35
(60 LARGE TREES) ,L O v -
(376 LARGE SHRUBSm. / _ JOHN O. STEVENSON
38 L-2B.. �3'-42.56' / D.B. TOGA ZONE
479
\ O �
ry
\ / / A ,��
/ yM
I /
/ - JENNY W. HAWKINS-
TRUSTEE
D.B. 1531 PG. 51.4
A
A
/ \ NICHOLAS CEROSIMA
- & IRMA N. -
/ D.B. 156,1 PG. 71$
TCA ZONE
RONALD B. SLATER
& SIGRON G. -
D.B. 1531. PG. 2ZP
TCA ZONE
NESTER OJEDAMOYA
& CARMEN L. -
D.B. 1130. PG. ,�¢
TCA ZONE
PONDS #1 & #3 LANDSCAPING
SMALL UNDERSTORY TREES
I EGcun.
R/W - RIGHT-OF-WAY
CMF - CONCRETE MONUMENT FOUND
ISF - IRON STAKE FOUND
M.B.L. - MINIMUM BUILDING LINE
S.T. - 10'x70' SIGHT TRIANGLE
TCD - TRAFFIC CALMING DEVICE
B-B - BACK OF CURB TO BACK OF CURB
O- CURVE NUMBER
O- LOT NUMBER
'" 94 1 - ADJOINER LOT NUMBER
VICINITY SKETCH
NOT TO SCALE
TRACT DATA
ACREAGE IN TRACT - 29.03 AC.
ACREAGE IN PARKS
OR OTHER LAND
USAGE - 2.0 (STORMWATER POND)
AVERAGE LOT SIZE - 7, 900 S.F.
MINIMUM LOT SIZE - 7000 S.F.
NUMBER OF LOTS - 117
L.F. OF STREET - 4923.8 L.F.
ZONE - RS-7
NOTES
1. THIS DEVELOPMENT IS NOT AFFECTED BY ANY
SPECIAL FLOOD HAZARD AREA. BASED UPON
OFFICIAL FEMA MAP CPN 370178 0006B (CITY
OF JACKSONVILLE) EFFECTIVE FEBRUARY 15,
1985.
2, THERE ARE NO AREAS OF ENVIRONMENTAL
CONCERN LOCATED WITHIN THIS DEVELOPMENT,
3. MINIMUM BUILDING SETBACKS,
FRONT YARD - 25'
SIDE YARD - 7'
REAR YARD - 15'
CORNER LOTS
FRONT YARD - 25'
SIDE YARD - 7'
REAR YARD - 7'
SIDE STREET - 15'
4. PROPERTY LYING BEYOND STREETS RIGHTS -OF -WAY
AND WITHIN BOUNDS OF SIGHT TRIANGLES SHALL
REMAIN AS PROPERTY OF HOMEOWNERS, BUT SHALL
HAVE NO SHRUBBERY, BUILDINGS OR FENCES
WHICH WILL RESTRICT DRIVERS VISION.
5. ALL EASEMENTS TO BE DRAINAGE 6 UTILITY AT
DIMENSIONS SHOWN UNLESS OTHERWISE NOTED,
EASEMENTS SHOWN AS ----OR
6. STORMWATER DETENTION PONDS TO BE MAINTAINED
BY THE ASHCROFT HOMEOWNERS ASSOCIATION,
7. A DRAINAGE 6 ACCESS EASEMENT SHALL BE RESERVED
ON THE ENTIRE STORMWATER POND LOTS TO ALLOW
FOR ANY FUTURE INSPECTION AND/OR MAINTENANCE OF
THE PONDS THAT MAY BE REQUIRED.
\ \
\ MORn1 APRON ERol4i� ru RF ir ` I V F D
MANAGEMENT COMMISSION
MOON OF WATER QUALITY G1,p,y' U I LOGO
o«. IBY
YIwN11u11► AInI11t Na{-s' :i
Quantity Key Common Name Botanical Name At Maturity v
Height Spread LA =
12 Io American Holly Ilex opaca 20'-40' 18'-40' i
12 Total % A �17E f . ('s/l J
SHRUBS=�'ilE'� i_V
Quantity Key Common Name Botanical Name Height MaturityM.•yf H„M.S' %%�.
36 Ag Glossy Abel la Abelio grand) flora 3'-6' 3'-6' GENERAL AND POND LANDSCAPING PLA'
36 Total
POND #2 LANDSCAPING ASHCROFT
SMALL ty Key
TREES AT THE COMMONS
Quantity Key Common Name Botanical Name At Maturity
Height Spread
7 Io American Holly Ilex opaca 20'-40' 18'-40' JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
7 Total PROPERTY OWNERS: FOR:
ist WILMINGTON PROPERTIES 1st WILMINGTON PROPERTIES
SHRUBS D.B. 1590 PG. 71M A NORTH CAROLINA GENERAL PARTNERSHIP
Quantity Key Common Name Botanical Name At Maturity
Height Spread P.O. BOX 3442
24 Ag Glossy Abelia Abetia grand! flora 3'-6' 3'-6' WILMINGTON, NORTH CAROLINA 28406
24 Total
NOTE, � �'`�,�'D_.�C /,�� �(�� ��^>,- ATE. �2/2� /00 GRAPHIC SCALE: 1"=100'
20' TYPE 'A' BUFFER ALONG BACKSIDE OF POND #2 SHALL SUBSTITUE FOR "'---
NORMAL POND LANDSCAPING SHOWN ABOVE. N r, " i 0 50 100 200 300
F�FIs.cER � �Is.,��.rt.Tt:s me
CCNSUL'.3INC FNG1NEEiiS LAND '.'rEYOE"' -APD) PLANN£i1S SCALE: 1 "=100'
P. C. BOX 976 JACKSONVILLE ti - -35414 FEET
Parker & Associates, Inc.
FIELD BOOK: ASHCROFT, PG 1-10
Consulting Engineers - Land Surveyors - Land Planners
DISK NAME: ACAD 5218 P.O. Box 976 - 306 New Bridge street
FILENAME: ASH-GEN.DWG KHW Jacksonville, North Carolina - 26541-0976
JOB NO.:S990715-2635 SHEET 1 OF 10 Phone [phone] - Fax [phone]
U

EXISTING DITCH CARRYING
OFF -SITE RUN-OFF
,MADE THIS PORTION
OF YARD TO FLOW
PROPOSED DITCH TO FLOW TO
STORM WATER POND?
TRACT DATA
ACREAGE IN TRACT
- 29.03 AC.
ti0
- - -
TO REAR OF SITE
�/
ACREAGE IN PARKS
GATEWAY
_-
DITCH AT 10:1
--
OR OTHER LAND
NORTH
GRADE LOT
OR LESS STEEP
USAGE
- 2.0 (STORMWATER POND)
COMMONS DRIVE NORTH
EXISTING
O 27L MIN.
FILL REAR O- LOT
1 I 1
AVERAGE LOT SIZE
MINIMUM LOT SIZE
- 7,900 S.F.
- 7, 000 S. F.
JACKSONVILLE
JACKSONVILLE
TO FLOW
+ 20' +
TO CREATE BREAK
I I I GRADE LOT O
NUMBER OF LOTS
- 117
COMMONS COMMONS
DRIVE SOUTH
ONSLOW CO.
_BOARD OF EDUCATION_ i - =
COMMONS
MIDDLE
TO STREET
POINT
TO FLOW TO
OF STREET
ZONE
. 8 L. F.
_ RS2�
D.B. 142L PG. I-& %
SCHOOL
CU. 0&1 ZONE i -
1
25' + I �+
25' r i REAR DITCH
NOTES
'¢rs
II / I I i iT 1. THIS DEVELOPMENT IS NOT AFFECTED BY ANY �, .10
M.B.L. M.B.L. I SPECIAL FLOOD HAZARD AREA. BASED UPON .�
IN. EXISTING,EXISTING COMMONS DRIVE SOUTH - - - - - - - -
SITE BENCHMARK
OFFICIAL FEMA MAP CPN 370178 0006B (CITY LOT 85 d .o
INV, 46.46 EX Ei0' R�jgT AND CMF BLOT 84NSECTION IV �� ��� R W R W 19-
AND
ASHCROFT 1
/ / OF JACKSONVILLE) EFFECTIVE FEBRUARY 15, SOUTH o 4. Fy
EX.-1 - -----
-`_-_ 2, THERE ARE NO AREAS OF ENVIRONMENTAL
III-28-N X� 28' EX. SIDEWALK NORTHS8.3 AT THE COMMONS t m m iCONCERN LOCATED WITHIN THIS DEVELOPMENT. 985. +tip 0 `� •4s �i _ ELEV. 48.34 �I II,�
EX. SIDEWALK EXIST.,, * .p •p�
�i ------ ------ 3. MINIMUM KS
x s,: ii�ti�_/,/ZL/i�iii/�i�i�ii�i��i/�i/droiim>Li -� --- -- ---------------------- - -
4 � -gym
� -CFI' IMUM BUILDING SETBACKS, �
_ -.- R7W--7---------------------- REAR TYARD D - 15'
R/ W
\ EX 37'
�.._.. ,ass..- .:�:. ,.za • - - 4tiL = - B B - - .-_ -uo-. -- ` \ \ CORNER -
sS10 s U�_ �1� -, � -
EX 3T
_B 6
VIER LOT.
� � � � ,(/��� TYPICAL LOT TYPICAL LOT FSIDERON YARD i5
r n sp
s EB ,: ,. - GRADING SKETCH R�1 GRADING SKETCH Nf�2 H_ REAR YARD 7' p'� e`a
,:�...�,..�, ,,� -�_�� ` /i � � SIDE STREET - 15'
MFExISTING r -`'"' l Of 4. PROPERTY LYING BEYOND STREETS RIGHTS -OF -WAY
EXISTING T EXISTING
J �- INV. 46.06 INV. 45.06 EXISTING -BENCHMARK INV. 43.46 - EXISTING
EXISTING J I STRUCTION INV. 45,10 r�85 r - \_ \
INV. 46.04 I _ _ N ANCE- .-/ _ _ _ ' 86 i _ r�84 `� + INV. 43.36 _ \
w �89� I r�88r r\87 `�
�93 i 92 i ; r�90 NOTE: _ `_ • \'+? \��
In I INSTALL LT FENCE AT ALL EXTERI LOTS AND LOTS r EPEN EXISTING Qc A
LOT DISTURBANCE OMIT 93 \
w SECTION IV 11't FR t (TYP.) AT ADJACENT TO POND SHALL BE - TCH TO ELEVATI S���
EXISTING I I I INV. I NORTHSIDE TOP OF TGH BANK GRADED SO jHAT ALL aF THE SHOWN. RES oPE \�
F.E.S. A THE COMMONSI RUNOFF FRO11 THE OF DITCH BANK
NV W Vf�
NOTE;
o
r AND WITHIN BOUNDS OF SIGHT TRIANGLES SHALL
ALL INTERIOR LOTS WITH REAR
Z
N REMAIN AS PROPERTY OF HOMEOWNERS, BUT SHALL VICINITY SKETCH
LOT DITCHES DRAINING TO THE
HAVE NO SHRUBBERY, BUILDINGS OR FENCES
NOT TO SCALE
POND SHALL BE GRADED TO
� WHICH WILL RESTRICT DRIVERS VISION.
FLOW FROM STREET TOWARD REAR
�
z 5. ALL EASEMENTS TO BE DRAINAGE 6 UTILITY AT
DITCH. SEE TYPICAL LOT GRADING
DIMENSIONS SHOWN UNLESS OTHERWISE NOTED. GENFR-AI NOTES -
SKETCH /2.
U
EASEMENTS SHOWN AS====OR _----_. 1. TOTAL DEVELOPMENT AREA IS PREVIOUSLY CLEARED.
2. ALL EASEMENTS TO BE 30' DRAINAGE a UTILITY AT DIMENSIONS
z
SHOWN UNLESS OTHERWISE NOTED.
EX. INV. 46.36 44.85 PB - µ',me .B. 3.E. PG. _Q AREAS FLO TO THE ROADS. --f x. SWALE SOUTH a WE SIDES \ \� 3. THIS PROJECT IS NOT WITHIN ANY AREAS OF ENVIRONMENTAL
CBF I® _ - _ B - - - R-7 ZONE LOT GRADING SEE DETAIL Y SLOPES �\ /� 4. FOR ADDITIONAL DETAILS. SEE PLAN AND PROFILES.
L=- CONCERN.
© NQIE: RZW - RIGHT-OF-WAY ER N Apn SEprp1TATON CONTROL NOTES:
-.s ® _ NO STRUCTURE SHALL BE SET WITH
dd CB �g '�'-«� �+ - -- �• - • �� - -- - \� \\ ' 94 i - ADJONER LOT NUMBER SKETCH #I
1. CONSTRUCTION SEQUENCE:
• =r-�.- - - 2•g SECTION IAA I LESS THAN 48.0 FINISH FLOOR ELEVATION
// g7 TOP 46.9 /' TOP 4L9 _ _ �\ ^(,-ic-1 /� \ \ NO SIDE ++� \� \ NORTHSIOE FOR AREAS DRAINING TO PODS /2 a /3 A. NOTIFY CITY OF JACKSONVILLE PUBLIC WORKS DEPARTMENT, ENGINEER
REGRADE THIS PORTION I NV. 48.10 NV. 46.0 TOR 4B. "CJ / �1 - - ft. O7 -LOT NUMBER AND OWNER PRIOR TO BEGINNING CONSTRUCTION.
OF EXISTING DITCH TO // 4S O O / �; 1 \ AT E COMMONS- \ \�� \� HIGH SCHOOL AND 47.0 FOR AREAS DRAINING TO POND `_ _ FLOW ARROW B. INSTALL STABILIZED CONSTRUCTION ENTRANCES
GRADES SIHOWN. SLOPE -� 7 8 z 1 INV. O) 44.0 -\ \ M.B. 3_i PG. 4 /
// L 1 TOP148. / I -PROPOSED ELEVATIONINSTALL
DITCH BANK ON SOUTH // 56 / V.144. //i�i 43.6 O O _ C. REGRADE EXISTING DITCHES.IMMEDIATELY SEED AND MULCHOEEPEN
4'7 11 R-7 ZONE \, I
-480
SIDE ONLY AT 5:1 56 K TOp / STORMWASER 10 F.E.S. FLARED END SECTION
SLOPE. SEE DETAIL / I / / i O NV. 45. TOP 47.2 9 INV- DETENTION POD /3 \\ I ' 59 `, \ JB - JUNCTION BOX D. NH BASIN S ALLL SILT FENCE ON EXTERIOR OF LOTS AS SHOWN.
INV(SEE DETAIL SHEET) 12 \Ex. SWALE `_ ���� V ` - PROPERTY UNE E. CONSTRUCT DETENTION PODS 1' DEEPER THAN DESIGNED.
- RIPRAP APRON F. CLEAR AND GRUB AREAS AS REWIRED- HAUL OFF ALL CLEARED
' U _ PROPOSED plpE DEBRIS. NO BURNING ALLOWED.
/^0 55 TOP 48.2 - ii' x -/ 13
II / �\,,\� �\ T G. STRIP TOPSOIL, STOCK PILE FOR LATER USE. GRUB AND ROOT RAKE LOTS.
/ / --46- - - EXISTING CONTOUR ROUGH GRADE STREETS, PLACE ALL STREET EXCAVATED MATERIAL ON LOTS.
V 45.2 _ `5_B ; �•\ -•- - SILT FENCE FOLLOW INSTRUCTIONS N GEOTECHINICAL REPORT.
- HANDICAP RAMP
/40 � � 3 �� �� 14 Ex. SWAT E / \\\_ \� H. INSTALL STORM DRAIN PIPES, SWALES, CATCH BASINS AND RIPRAP APRONS.
DU BIN N y �- ' ROUGH GRADE LOTS PER TYPICAL LOT GRADING SKETCHES
• 54 / F' 93 \\ gg 47.6 4b ITOP NV. 57 ; NSF I. TEMPORARY SEED ANY AREAS THAT ARE NOT TO BE DISTURBED
N 44.3 60 �� / INV. 2.5 \. WITHIN 15 DAYS._
4,
�♦ / /// 61 / A DEEPEN EXIS}ING Q� 'O V A I �( �t•� J.
WITHIN
15 DAYS
OR PERMANENT COMPLETION
OF O T GRADING,
STALLARE T TO BE
53 Rip x TOP �• _� �\ 59 H 62 64 DITCH TO F� VATIONS ,� !�\ DISTURBED WRING STREET CONSTRUCTION.
/♦ TYP B D NV. / 01 63 1 65 /�/ 1$ \ SHOWN. RESLOPE �, V\� / �\\
♦ 52 TOP 4aS5 /g.�, / 92 I // \ DITCH BANK ON �A \ % . A. K. INSTALL WATER AND SEWER MAINS.
�� \ ♦ / / V I I // N v SW h WEST SIDES \ �.,, �� I. �✓``� L FINE GRADE STREET. PLACE CABC OVER COMPACTED SUBGRADE, AND
♦ NV. 45.30 - -
ONLY AT 5:1 SLOPES - > '- INSTALL CONCRETE CURB a WATER AND OUTLET CHUTES.
4� 16 \J? / Cg 'w SEE DETAIL. ' - - _ - '�='�A INSTALL ASPHALT SURFACE COURSE. SUBGRADE AND CABC
��• / TOP 46. A -. '` '� •� -- - -y�. �i A SHALL BE PROOFROLLED AND APPROVED BY THE CITY OF
f-_ii \ F.E.S. 1 // f \ ,; - ... -•�T" - /'�� \� JACKSONVILLE PRIOR TO PAVING.
66 � 1� �, / ,' } � M. SAP FERTILIZE. AND MULCH ALL DISTURBED AREAS WITHIN 13 DAYS
p RAMP 9D INV. T / I _ `54 r r1sn�Ivi� H H COMPLETING ANY PHASE OF THE GRADING WORK. APPLY TEMPORARY
+ / i TYP 89 89 I 45• / O I I / 1 � - _ _ SEEDING IF AREA IS TO BE DISTURBED AGAIN AND PERMANENT
1F \ 67 /SECTION II B
78 � / NORTHSIDE j � IF AREAS HAVE BEEN FINAL GRADED AND ACCEPTED BY ENGINEER
48.2 i� ® 66 / / 19 AT THE COMMONS- l AND OWNER.
4 INV. 5 / +U� M.B. ?-L PG. � pp!FX.3? F� \ 2. SEEDING SPECIFICATIONS
TOR 46.20 5:1 SWALE /. R-7 ZONE f ROAD Exi511Nc APPLY LIME AND FERTILIZER AND WORK INTO SEED BED. SEED MIXTURE
P \ / IN,
45.3 ON R. 03' OP 47.66 / II _ 1 '� D�Trfl SHALL BE DISTRIBUTED UNIFORMLY AND COVERED WITH A CLEAN STRAW
q9 \ ■ 49. INV. WT O / V' µ' III--- II ��53 \r MULCH. MULCH SHALL BE CRIMPED OR TACKED TO HELP HOLD IN PLACE.
/ II`.� _ I I \ MATERIAL AND APPLICATION RATES FOLLOW -
TOP 4IL25 _ 2 I f
/ "' 44.9 F.E.S. TT IRATE
/ NV. 45.4 / �. \ y♦ \ MATERIAL APr 00 LBS. AC
108 F.E.S. i O 44.2 70 i� I 41- • aA_ S. I I \II 1 \ // FER11UZER (10-10-10) 800 LBS./AC
�.� � /i I \• INV. IN \ y LIME 1000 LBS./AC
+ 107 INV. OUT 111 \* \. /� / _+ II II III 22 \ N� H/C I MULCH 1.5 TONS/AC
ALL INTERIOR LOTS WITH REAR 45.2 11 i /•V \
LOT DITCHES DRAINING TO THE . � � \ O CB - // � '' I � � I � -�- --- -� �-"-"-
POD SHALL BE GRADED TO • 109 � - TOP 4Q20 ` 1 • COMMON
FESCUERMU 100 LBS./AC
O i A TOP ® /15 I COMMON BERMUDA
FLOW FROM STREET TOWARD REAR ` 47 \ /� ! NV. 45.5 1 ,. ,ry+ 82 81 Li` INV 44 \ a I I - ® HULLED APRIL 1 - SEPT. 1) 50 LBS./AC
DITCH. SE TYPICAL LOT GRADING • / 106 ii F.E.S. I 7 - 24 �. LI NORTHSIDE HULLED
SEPT. 1 - APRIL 1) 75 U3S./AC
SKETCH /2. / ii /INV. IN 112 / / _ 1 \ \ O, / GONSTRUCTI _ BUILDERS, INC. _ / ® RYE GRAIN (SEPT.1 - APRIL 1 ONLY) 50 LBS./AC
\ / 23 D.B. 14 PG. `,L
GERMAIV MILLET (APR 1-SEPT 1 ONLY) 50 LETS./AC
• �mi /i ®+ /i G 80 �\ \ l REMOVE C&G. �.� DEC.TEMI -RYA D
\ 46 \ R-7 ZONE
I // Q \ \ TOP 46.7 INSTALL VAIlE
♦ \ / SOS ! a0.3B; F.E.S. INV. .00 /
/ 73 \\\ � KOBA LES'EDEZA 50 LBS. AC
um RYE 104 113 G- I /�/ I �\ REGRADE EXISTING DITCH ON t APRIL 15N AUG. 15 100 LBS./AC
CEG JACKSONVILLE ' `45 /. I Olv j ♦� 7® \� TOP 48.75 \ (�: / DTO ITCH BANK ELEVATIONS SHOWN. RESLOPE NORTH SIDE AT GERMAN MILLET 40 LBS./AC
_ D.B. 1555. PG. • I // TOP 47.9 J - f 26 5.1 SLOPE. SEE DETAIL AUG. 1S - DEC. 15
`,LOIN I / 75 V. 43.75 1
EX. B-1 A: R-7 ZONE ♦ � / INV. 44.0 •� O r / TOP 47.5 \ \ 1 RAMP \� � RYE GRAIN 100 LBS./AC
CURRENTLY REZONING INV. 44.5 76 TYR RRA \ 3. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION
TO CU-8-1 INSTALL SILT FENCE ♦ / CB O 103 174 i CB \. Cg 27 i CONTROL MEASURES AND SHALL AMEND MEASURES AS REQUIRED
b4 / / e TOP 47.5 .S
�i� TO PREVENT ACCELERATED EROSION FROM TAKING PLACE ON THIS
\ / SITE, UNTIL STE IS RESTABILIZED AND ACCEPTED BY CITY OF
AT LOT DISTURBANCE TOP 47.9 \`�
LIMIT 15'f FROM R (TYP / INV. 43.8 V 102 ` R INV. 44.7 INV. IN \ TaP �• ii \
IAT TOP OF DITCH BANK. . 43 \ 78 43.40 43.0 / x C \ \ \ ��/ INV 43.6 JACXSONVILLE, ENGINEER AND OWNER.
\ c \ •�% 116 117 \ 77 1 \\ \ 28 •� F.E.S. \ 4. UPON RESTABIUZATION OF ALL DISTURBED AREAS AND SWALES,
CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL
♦ '� \ \ \ • � INV. OUT -Xk FACILITIES AND GRADE, GRASS a MULCH THE AREAS
INV. IN \ 101 /� F.E.S. TOP 46.9 \ \ r�� 41.1 V\ dG 5. ONCE CONTRACTOR HAS COMPLETED JOB AND STE IS RESTABIUZED, THE
♦ 43.5 INV. WT INV. 43.6 \ \\\ % � DEVELOPER SHALL BE RESPONSIBLE TO MAINTAIN THE RESTABIUZED
\♦ STORMWATER ISO ��100 45.3 94 \ \ Q
TENTION POND -�/ O O INV AREAS UNTIL TIME WHEN THE LOTS ARE SOLD TO INDIVIDUAL LOT OWNERS.
(`%' ©. Yd 6. FOR ADDITIONAL INFORMATKIN, SEE PLAN AND PROFILES.
•1 DrWL SHEET) �. ss L WT BACKSIDE OF AND
\ 7 K BOTTOM�� 1. ALL ILR��7S REA CONSTRUCTED, MCLUD94G ROADS 8: WALKS
WITH 10 SY 6 DIA.
• INV. OUT QU R RIPRAP � l/ AND HOUSES, DRIVES, WALKS, ETC. SHALL BE CONSTRUCTED TO
TYR �• RRA F.E.S. NV. OUT 99 TOP 47.20 \ �, 2. DRAINAGE ACCESS EASEMENT SHALL BE RESERVED ON THE
♦ •/ � l� NV. IN • �� I
EXISTING /ah �C V. 44.0 3p 42.5 / �� 42.2 \ ENTIRE STORMWATER POND LOTS TO ALLOW FOR ANY FUTURE INSPECTION
DITCH ♦\ Lti\1 �yd 38 97 -� iii� \ AND/qR MAINTENANCE OF THE PONDS MAY BE REWIRED.
CB
CJ DBL CB - T 3. THERE ARE NO WETLANDS ON SITE.
DRAINAGE
PIPE CHART
OUTLET
• T
`6�'
GB,TOP-45.4
TOP 48.8
TOP 40.13 NV. 42.8
��
DEEPEN EXISTING P CH
TO 42.0. RESL14M
AREA
010
DIAMETER
GRADE
LENGTH
VELOCITY
42
INV. 45.5
NV. 43 -,/�
STORMWAIER
DITCH BANK ON NORTH
PIPE
(,AcRIES)
(CFS)
(INCHES)
(FT/FT)
SLEL
(FPS)
/ 31 �ii'
DETENTION POND /I
SIDE OF t ONLY AT
5:1 SLOPE. SEE DETAIL
F.E.S. •
(SEE DETAIL SHEET)
\
A
0.95
4. 1
18' RCP
a 003
49
-
TOP 48.6
INV. OUT RRA
45.8
\
B
0. W
2. 8
15' RCP
0, 003
46
-
INV.
�'3
/
-
\
C
1. 78
7. 7
18' RCP
0.005
187
28
-
-
``
_
33/
/ ��
/
D
0.74
0.90
3.2
3.9
15' RCP
15' RCP
a 003
0.004
112
3.8
40
/�
E
a 003
91
-
f
34
Ex. DI rCF+
G3
0.29
1, 2
15' RCP
28
-
\'
HI
0.27
1.2
15' RCP
0.003
112
2.9
H2
H4
0.45
0. 17
1.9
0.7
15' RCP
15' RCP
0.003
a 003
28
-
35 •��i
M5
0.30
1.3
15'
RCP
a 003
112
2.7
I
1.41
6. 1
18'
RCP
0,004
58
-
J
3.01
12.9
24'
RCP
0.0035
112
-
K1
8.36
36.0
2-24'
RCP
a 0065
28
-
K2
1.90
7.7
18'
RCP
a 0055
100
-
L
8.69
37.4
2-24'
RCP
a 0065
35
6,6
O
5.54
23.9
30'
RCP
0.0035
112
-
P
0. 15
0.6
15'
RCP
0.003
28
-
0
0.30
1.3
15'
RCP
0.003
54
2.7
T
0.42
1.8
15'
RCP
a D03
28
-
U
0.51
2.2
15'
RCP
0. D03
112
10
V
5.92
25.5
30'
RCP
0.007
28
-
W
7.28
31.3
30'
RCP
0.009
32
8.8
Y1
0.34
1.5
15'
RCP
0.0035
28
-
Y2
0.41
1.8
15'
RCP
0.003
112
2.9
AA
0.78
3. 4
15'
RCP
a 0035
28
-
BBI
1.47
6. 3
18'
RCP
a 0035
Ito
-
BB2
1.47
6.3
19'
RCP
0,0035
36
-
111
1.47
6.3
18'
RCP
0,0035
127
-
DD
0.75
3.2
15'
RCP
0.003
92
-
EE
2.99
12.4
2-18'
RCP
0.003
28
-
FF
3.10
13.3
2-18'
RCP
0.0035
76
-
GG
3.10
13.3
24'
RCP
0.004
164
-
HH
3,16
13.6
24'
RCP
0.0035
112
-
II
6.97
30.0
2-24'
RCP
0.0045
28
-
KK
7, 92
34. 1
2-24'
RCP
a OD6
52
6. 4
MM
36.5
92.0
2-42'
RCP
0.002
150
5.3
NN
3.9
21.2
30'
RCP
0.003
150
5.2
00
8.46
14.6
24'
RCP
01005
60
5.8
09
9, 23
15.9
24'
RCP
a 005
60
5. 8
SS
7.82
13.5
24'
RCP
0.005
60
5.7
0 = CIA
NOTE,
C - 0.6
1. LENGTH GOES FROM
C CB TO R CB. ACTUAL PIPE LENGTHS MAY BE LESS.
tc - 5 MIN.
2. WHEN APPLICABLE,
LENGTH INCLUDES FES SECTIONS.
III - 7. 17
IN/HR.
RCP = REINFORCED CONCRETE PIPE
tc - 30 MIN.
(PIPE MM ONLY)
I, - 4.2
IN/MR.
(PIPE MM ONLY)
tc - 60 MIN,
(PIPES 00, 00,
AND SS
(PLY)
tc - 2.98
IN/HR
(PIPES 00,
90, AND
SS ONLY)
IREV. G4/2S/00-KM IG. OWNERS NAME
REV. 04/17/00-KHW-REV. DRAINAGE a GRADES PER REDESIGN
REV. 03/14/00-KHW-04G. GB INV., ADD DITCH NOTE
REV. 03/05/00-KHW-REV. PER CDJ TRC a PAI CHECK
�♦ 3
RAMP
TYP
JOHN 0. STEVENSON
/ D.B. 9U PG. 4479
/
/ TCA
1
\♦\ I
37
ZONE
/
� I
• i
/
NOTE.
ALL EXTERIOR LOTS AND LOTS
\
•/ /
ADJACENT TO POND SHALL BE
GRADED SO THAT ALL OF THE
/
RUNOFF FROM THE IMPERVIOUS
JENNY W. HAWKINS
/
INSTALL SILT FENCE
AT LOT DISTURBANCE
AREAS FLOW TO THE ROADS.
SEE TYPICAL L07 GRADING
TRUSTEE
r
LIMIT
SKETCH III
531. D.B. 1PG.
02
AT TOP OF DITCH BANK,
/ \
NICHOLAS CEROSIMA
- do IRMA N. -
/
D.B. PG. Zl$
TCA ZONE
I
I
RONALD B. SLATER
-
do SIGRON G.
D.B. 1531 PG. 322
TCA ZONE
NESTER OJEDAMOYA
EXISTING
- h CARMEN L. - -A\\
D.B. 11M
PG. I DITCHTCA
ZONE
CLEAN OUT BOTTOMTO ELEVATION SHOWN OR
CLEANOUT AND RELOCATE BOTTOMDO NOT DISTURB
AND RESLOPE ASHCROFT SIDEBANK OF DITCH ON
OF DITCH BANK TO 5:1 SLOPE / ADJACENT PROPERTY SIDE
PROPERTY OWNERS:
1st WILMINGTON PROPERTIES
D.B. 1590, PG. 719
SEDIMENT
SEDIMENT TRAP
DISTURBED AREA
CHART
VOLUME
SIZE
((
(CUR1C YARD) (IFNG7HxWM)7H�EPTH)
/1
0.2
7
10'x6'x3'
02
0.3
10
15'x8'x3'
/3
0.3
10
15'x6'x3'
FIELD BOOK: ASHCROFT, PG 1-10
DISK NAME: ACAD 5218
FILENAME:
NO.: S 907115-2 35 KHW JOBSHEET 2 OF 10
CA
'•.,��ipT ......... c
, A/yM.s`
GENERAL GRADING, DRAINAGE, EROSION'"'?f"r1'��
SEDIMENTATION CONTROL PLAN
ASHCROFT
AT THE COMMONS
JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
FOR:
I st WILMINGTON PROPERTIES
A NORTH CAROLINA GENERAL PARTNERSHIP
P.O. BOX 3442
WILMINGTON, NORTH CAROLINA 28406
DATE: 02/21 /00 GRAPHIC SCALE: 1"=100'
0 50 100 200 300
SCALE: 1 '=100' FEET
Parker & Associates, Inc.
Consulting Engineers - Land surveyors - Land Planners
P.O. Box 976 - 304 New Bridge Street
Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]

W
EXISTING
JACKSONVILLE
ONSLOW CO. COMMONS -
_BOARD OF EDUCATION_ MIDDLE
D.B. 1427. PG. ME % SCHOOL '.
CU. 0&1 ZONE %-
I / COMMONS DRIVE SOUTH
1
1 ', I�I
I, EX ,, 60 R/W yy;
IiX
28, EX.
28' EXIK _ BEPATH W.
rn d i
EX. SIDEWALK—,
W EGb -
�b 1 Ix 1
'�i/Jldlad/J�!//JI�IiJddi!/rt�lii/JIPIliI101ii / ". -l. ® EGV I�+
is ➢
,-EX EX. 8 WATER EX�AH--� jT
/ E
TOP 49.81 �
X 3 -_ _ -;•,3„_ F�"
- NY-4211 = _ B B - - - - _ _ EFH B-H^-,-• - _\` F�,.
FMH FXST R" SS FFH - - - EGV>--
EX. UE S16'N EXIS 1. 9 5. EMH -__ _ _ ME
1 JOINT F✓I�l. S.S -� - _._ - - O
r 85 r � F{IEr s+' � Z
STUB -OUT r 86 i - -FX MH
r - ; 91 r r"89 �r r 88 r I r"87 �r I I\ tOF' TF 68 I r 6b �y. MH
94 r 93 r 92 �r �r - - vaI _'A' 4R I
REMOVE PLUG - r"83 IN,
AND EXTEND SECTION IV U
REMOVE ST. 6" S.S. NORTHSIDE
BLOW -OFF AND PLU I HE COMMONS \A z
EXTEND 8" WATER 263 7 Al.AhB. PG. 9Q TOF M46 97
R-7 ZONE
�1
57 I SNORTHSIDEA NORTHSIDE
- AT THE COMMONS - V \ \�� HIGH SCHOOL
H O O STORMWATER M.B. 36, PG. 4 F -
DETENTION POND 11 R-7 ZONE
58 22 1 2 I� 94 LF. 2 1/2 74 LF. \ 6 PVC11, 6• � 400 LF 10 12 ' 59
TYP)
MH FX. MH- `
G.V. TOP 47.13
8
55 6" F.H. udv. 35.43 \"+;�9;
r�58,
MH 14 - "-� �`��.� rq a
MH DU B N N � ���
MH
96 LF � 107 LF. \ 57 r ISF '
93 EXISTING
58 60 0 W \ �\ `� \ �- A" WATER
x6 TEE 6 x6 TEE 61 ' \ �•`'� JI 111 FMH
6" G.V. 59 62 64
53 g" G.V. 8" F.H. 63 15 \ EFH a �R7
92
65 � I
52 \
1 A EX MH
,�j -✓•EMH
V 8" TEE\��TOP 45-02 EX. MH �/
51 \.. 2-6" G.V' A i6 A �EX MH - ,� �`�._ k INV 35.32 TOP 43 5q _ ,i
8"x6" UCER 91 MH ` / 'N 35.ftA\ INV_ 34 7'
50 11 90 89 O ♦ \ 55 r / r` 54 r j I3^ y.�--BXjS1 6 - EG •./ 121 LF. 6 PVC \ 86 67 SECTION II B
NORTHSIDE
WA MH 96 LF. \ g5 68 18 19 - AT THE COMMONS 76 LF.
49 � � N \ /M.B. 3Z, PG. 132 IIFX. r TUP 44 F:4 y .
bJ F�
MH _ 6" TEE \ R-7 ZONE t1ROa IN. k4P4
MH - B" TEE 8" G.V. 69 \ 6" PVC Ex. 12__
I
6" GV
F.H 8" F.H. WA 20 WATER N�II r 53 N, I I
• 349 L.F. \ ND I H 84 83 11'
48 O \ O S. 70 \ ( ) 21 xl �,�!1 MHr \
96 LF 108 MH 9 yH v TOP n6.28 ,,,r SET OVER
5• 1x8 TEE 110 51 LF. ��,� 91 LF. 22 INV. 56-33 XISTING
� LINE Ow
L 1 ��
47 D I 6" G.V. 109 e" \ .I�y 82 25 •��\ 1\\ Lam_
8" F.H. 106 112 211 LF. � � � 81 71 MH 1 MH 24 \ - NORTHSIDE
BUILDERS, INC.
MH 250 LF MH 7A \ �/ LF. 72 23 249 LF -
D.B. 14 PG. 504
46 \ \ a" 71 LF. , /i' 80 \ 6" lEE 8" .S. 12 x8 TAPPIN R-7I ZONE/
O'!' O 8" \ 73 \\ SLEEVE WG.V. /
O 5 104 113 79 74 136 LF.
CEG JACKSONVILLE v
L.L.C. O
_ D.B. � PG. 9000 (a5 \ 243 L.F. 75 X ` )
EX. B-1 & R-7 ZONE W PVC '9 �+0 ` O MH / 26��\�
CURRENTLY REZONING G 76 - 8 X TEE -E➢.. MF+
1' � TOP 4
TO CI -B-1 44 � 103 114 TYP � � 6" G• 27 � Yam. \ INw 37
102 2 BLOW- MH 7B 2 PVC 8 PVC V 78 357 L.F. / 4`.1 6" G.V.
43 \ �O 115 116 117 77
8" TEE
1 6* TEE 2" \ 6" F.H.
IN100
,- 95�?�� oo
99 96 MH WATER
30 \ 98
` MH B" G.V. \ ��\
42 _ 98 LF " QV. \
x6 TEE X / 303 LF. 31 \ \ \
8" G.V. \ 6" 32 \ \ 6" F H. i
41
-22 1 2 \
END MH 35 \
39
g _Nr• 36 / JOHN O. STEVENSON_ 38 BEND D.B. 953 PG, 479
TCA ZONE
37
/ - JENNY W. HAWKINS-
TRUSTEE
D.B. 151L PG. 5-Z2
/ \ NICHOLAS CEROSIMA
& IRMA N. -
/ D.B. 1565, PG, M
TCA ZONE
i
I
RONALD B. SLATER
& SIGRON G. -
D.B. 1531, PG. 922
TCA ZONE
I '
NESTER OJEDAMOYA
- & CARMEN L. -
D.B. 1130. PG. 3-Q9
TCA ZONE
I
REV. 04/25/00-1011 G. OWNERS NAME
REV. 04/17/00-KHW-ADD WATER LINE BENDS
REV. 03/14/00-KHW-CHG. LF. SEWER
REV. 03/06/OD-KHW-REV. PER COJ TRC, ADDED MH/19A, 17A, AND 17B
4
y0
R/W - RIGHT-OF-WAY
GNORITH
COMMONS DRIVE NORTH
39 i - ADJOINER LOT NUMBER
JACKSONVILLE
coMMors coin NS
O1 - LOT NUMBER
DRIVE SOSOUTUT H
EMH - EXISTING MANHOLE
EFH - EXISTING FIRE HYDRANTS
+\y
EGV - EXISTING GATE VALVE
0���
��i �
MH - MANHOLE
a GATEWAY A
S.S. - SEWER SERVICE
SOUTH ASHCROFT O
GV -GATE VALVE
F+ 92,
FH - FIRE HYDRANT
Otis Fo .,�''*ci,F`�ti
P.T. - PLUG TAPPED
�S
tiCSP/p�grye`�
VICINITY SKETCH
NOT TO SCALE
Water
1.
k Sewer Notes:
Potable water supply and sewage treatment to -
be by City of Jacksonville.
2.
Contractor shall verify location of existing water
and sewer mains and report any deviations
to Engineer prior to construction.
4.
As of January 1, 1986, anyone dlgging with mechanized
equipment in highway right-of-way, private utility
easements, or public spaces will be required by North
Carolina law to give notice of the proposed excavation
to all existing area utilities at least 2 working days
before starting to dig. The utility owner is to locate
its facilities in the area of the proposed excavation.
Utility members of ULOCO can be contacted at 1-800-632-
4949.
5.
Contractor is responsible for contacting any utility company
that is not a member of ULOCO.
6.
Contractor shall verify location of all underground utilities
prior to commencement of work.
7.
Contractor is responsible far any damages to any existing
utilities.
8.
All proposed sewer mains to be 8-inch. Services to be
4-Inch Sch. 40 P.V.C.
9.
All manholes located outside of street right-of-ways shall
have watertight rings and covers.
10.
All water mains 4" through 12" shall be AWWA C-900, Close 150.
2" water shall be ASTM D-2241, PVC 1120, SDR 21. 200 PSI
pressure rating.
11.
Fire hydrants to be Mueller Centurion, Darling Mark 73, or Clow
F-2500 with 5 1/4" valve opening.
12.
Water mains shall be buried with minimum of 30-Inches cover,
unless otherwise noted.
13.
Water mains shall be at least 18 Inches above or 10 feet
horizontally from sewer mains, or be of ferrous
material.
14.
Contractor to lay water mains at extra depth to avoid
conflicts with storm drainage or other facilities.
15.
Contractor shall notify the City of Jacksonville Engineering
Division at least 48 hours prior to commencing any work,
inspections, sampling, and pressure tests.
16.
Chlorination and pressure tests are required in the
presence of the City of Jacksonville Engineering Division.
17.
Contractor shall furnish negative bacterial analysis
results and 24 hour chlorine residual results to the
LL,I r.
City of Jacksonville.
18.
Contractor shall maintain comprehensive (depth and
horizontal locations) field "As Builts" for all
installations and submit them to the Certifying Engineer
and the City of Jacksonville.
19.
All units shall have Individual water and sewer services installed
by the contractor.
20.
For other detailed construction notes, see plan and
profiles, other pion sheets, and specifications.
21.
All water and sewer system Installation materials and practices shell
most City of Jacksonville specifications.
WATER AND SEWER SERVICES
SHALL EACH BE SET 5' FROM
CENTER OF LOT, CENTERED IN
THE 3' WIDE UTILITY STRIP.
PROPERTY OWNERS.
Ist WILMINGTON PROPEI
D.B. 1590, PG. 71S
_________________________________________________
R/W
TYPICAL LOT
WATER & SEWER SERVICE LOCATIONS
NOT TO SCALE
FIELD BOOK: ASHCROFT, PG 1-10
DISK NAME: ACAD 521B
FILENAME: .DWG
JOB NO.: S9 071G5N2 35 KHW SHEET 3 OF 10
J
fool
WATER AND SEWER PLAN �'�i�rH1 M.S�;.••'
ASHCROFT
AT THE COMMONS
JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
FOR:
1st WILMINGTON PROPERTIES
A NORTH CAROLINA GENERAL PARTNERSHIP
P.O. BOX 3442
WILMINGTON, NORTH CAROLINA 28406
DATE: 02/21 /00 GRAPHIC SCALE: 1"=100'
0 50 100 200 300
SCALE: 1 "=100'
FEET
Parker & Associates, Inc. spin{ Rorib�
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 306 New Bridge Street
Jacksonville, North Carolina - 26541-0976
Phone [phone] - Fax [phone]

ONSLOW CO.
BOARD OF EDUCATION_
D.B. 142Z PG. ML
CU. 0&1 ZONE
STA: 0+00.00 ASHCROFT=
STA: 67+33.22 COMMONS SOUTH /
i h
0
I/i!' END OF EXIST.
ASPHALT/STREET
EX. MH / STUB -OUT
Gy -- ///
O^�� �\ / Jw/ NOV 42.81 / EX. DESIGN
-v� I JOINT
STUB -OUT
REMOVE PLUG
EXIST. f/
/ AND EXTEND
SS" WATER s 8' S.S.263
IF&Nn-
R
- RIGHT-OF-WAY
94 i
- ADJOINER LOT NUMBER
O1
- LOT NUMBER
�-
- FLOW ARROW
- PROPOSED ELEVATION
F.E.S.
- FLARED END SECTION
CB
- CATCH BASIN
JB
- JUNCTION BOX
It
- PROPERTY LINE
- RIPRAP APRON
�A
`i'
- PROPOSED PIPE
- 46- --
EXISTING CONTOUR
- SILT FENCE
o
- HANDICAP RAMP
EMH
- EXISTING MANHOLE
EFH
- EXISTING FIRE HYDRANT
EGV
- EXISTING GATE VALVE
MH
- MANHOLE
S.S.
- SEWER SERVICE
GV
- GATE VALVE
FH
- FIRE HYDRANT
P.T.
- PLUG TAPPED
0+00
REMOVE EXIST.
tOW 9Ff d ttfG--
& EXTEND 8' WATER
ISTING
-
ii n g
17
i REMOVE EXISTING
EXTEND 8" S.S.
I i
i
1+00
263 L.F. B=S.
REV.-04/25/00-KHW-CHG. OWNERS NAME
REV. -04/17/00-ZLF-REV. DRAINAGE & PIPES PER REDESIGN.
REV. -03/13/00-ZLF-ADDED D.I. TO WATER.
REV. -03/06/00-ZLF-REV. PER COJ TRC COMMENTS.
REMOVE EXISTING
BLOW -OFF & PLUG.
EXTEND 8" WATER
P�jj` �
]ON
8" P.V.C. WATER ��
\ 92 4" SIDEWALK \ ro 1
PB�
i
F.E.S. /
INV. IN /
44.95
/ CB
/ TOP 48.9
/ 57 INV. 46.10
56 I r
DURBIN
F.E.S. LANE
144.45T 50' R/W
FOR CONTINUATION
SEE SHEET _� OF L
1+00
CB
/ TOP 48.2
/ INV. 45.25
/ / I�PC - 0+78.07
R=100.00
L-99.06
Tan-54.02
H
TOP 48.20
Delta-56'45'17"
+
8"" TEE
INV. 45.3
i
6G.V.
22 1 2'
-
r
6" F.H.
87
BEND
I
n�
6" PVC
r A
WA R
------
-- -
--
-----
mo
R=300.00
L-357.95
Tan-203.74
Delta=68'21'51"
90
gl TOP
INV.
/ / 1 STA: 7+32.98 ASHCROFT-
CB / / 1 H 8 x6 TEE I " STA: 18+21.42 PROVIDENCE
h
TOP 46.9 BB, / / / O RAMP 6" G.V.
INV. 46.0 1 8"x6" TEE TYP 6" F.H.
O \\ 1
/ � R-100.00 , P WA
AA �� L=132.82
> Ton-78.27 \
Q° Delta-76'06'00" 1
BEND
I
48.2
45.15
93 i 92
Amon
1"
-
NAME
TOP 48.55
r • r r45.30
INV
-m 7 161 LF. = 8 x6 REDUCER
TCD B" S.S. Delta-42'01'30" I I I H l
51 I I 50 RAMP -
MH 2 I I � TYP
8 x6 TEE 53 52
1
I 1
6" G.V. 45'
6" F.H. BEND I I 121 L.F.
INSTALL I JOINT I I 8" S.S.
O 54 8" D.I. WATE1 JOINT 8" D R &
55 AT CRROSSING.I. S.S. II I SEE SHFO OEETNO
7 OF IQ
ASHCROFT DRIVE - 50' R/W PROVS' R/WI,p,NE
x
- of
_ f��\
SkPA AT10N AZ - - - - - - - - - - - - /
2+00
INSTALL 1
86.1. I
CENTERS
S.D. CRC
3+00
4+00
5+00
AT S.D. CROSSING
1
6+00
76 L.F.18" S.S.
SEPARATION
INSTALL 1 JOINT
��AT S.D. CROSSING
7+00 8+00 9+00
n
51 L.F. 8" S.S.
00
TOP 48.20 112
INV. 45.5
II I
SEPARATION
z
+ W c
D
o O �
b�
- -10+00
--
------------
------
-- -
11+00
12+00
13+00
ASHCROFT DRIVE - 50' R/W
"
`' CA '
K
ASHCROFT
AT THE COMMONS
JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
FOR:
1st WILMINGTON
PROPERTIES
A NORTH CAROLINA GENERAL PARTNERSHIP
IP
P.O. BOX 3442
WILMINGTON, NORTH CAROLINA 28406
�•
g '�
14577 -
1c�o
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors rrssLand Planners
in6 Aori
SHEET NO,
4 OF 10
P.O. Box 976 - 306 New HH S
Jacksonville, North Carolina - 28541-0976
✓
DISK ACAD 521C
FILENAMEASH-PP1
Phone [phone] - Fax [phone]
DATE 02/21/00
SCALE VERIZ 11"=4'0
DRAWN
KHW
DESIGNED TMS
JOB NOssso715-2s3s
U

I ..
DORSETT COURT - 50' R/W
01
En
P.V.C.
STA: 13+10.44 A�
STA: 0+00 DORSE
STA:
�'L�
ASHCROFT DRIVE - 50' R/W
-J L 909,
+ 0.54% (- 0.6
_ _ _ _ _ _ _ _ _ _ _ _
3 MIN_
8" P.V.C. WATER
SEPARA
( I I I I I PROVIDE 1 JOINT I I I I PROVIDE i JOINT 11
!I
REV. 04/25/00-KHW-CHG. OWNERS NAME
REV. 04/17/00-ZLF-REV. DRAINAGE & PIPES PER REDESIGN.
REV. 03/14/00-ZLF-ADD D.I. WATER & ADD DORSETT CT.
REV. 03/06/00-DAD-PER COJ TRC COMMENTS.
Wtell,
14+00
15+00
16+00
HCROFT=
MDENCE
HT-OF-1
JOINER L
F NUMBEI
)W ARRO
)POSED
RED END SECTION F"ry
TCH BASIN 5�
ICTION BOX
)PERTY LINE
RAP APRON
)POSED PIPE
STING CONTOUR
T FENCE
NDICAP RAMP
_...STING MANHOLE
EFH - EXISTING FIRE HYDRANT
EGV - EXISTING GATE VALVE
MH - MANHOLE
S.S. - SEWER SERVICE
GV - GATE VALVE
FH - FIRE HYDRANT
P.T. - PLUG TAPPED DURBIN LANE - 50' R/W
12" MIN. SEPARA
ROVIDE 1 JOINT
CENTERED AT
a
a
COVER
400 L.F. 8" S.S. 0
ROVIDE 1 JOINT
✓*nI WATER -
CENTERED AT
ID 03
)RMWPATER I
OAIL SSH
EHEE
1+00 2+00 3+00 4+00
ASHCROFT DRIVE - 50' R/W & DURBIN LANE - 50' R/W
- — -- — ------ - ---- ASHCROFT
-- ----- — -------- - -- - - --- --- AT THE COMMONS
m
JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA WILMING
17+00 0+00
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 306 New Bridge Street
Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]
DATE I SCALE HORIZ. 1 =40 DRAWN KHW/J
02/21 /00 VERTI. 1 "=4�
DPERTIES
D
Teen.
ORTH CAROLINA
/•. 4�wt
2AL PARTNERSHIP
0. BOX 3442
``{,��J4/ 1iliitlreY\'•:..'
NORTH CAROLINA 28406
SHEET NO,
5�4inL Aor���
5 OF 10
DISK ACAD 521C
FILENAMEASH_PP2
DESIGNED TMS
JOB NO.
5990715-2635
U

3
S
Y
/ tic
/
20' DRAINAGE & C'QjQ
UTILITY EASEMENT
�
N
12
13
14
15
17
18
19
20
21 R=100.00
L=60.03
11
O
t 6
Tan=30.95
Delta=34.23
36"
/ 23
CB
C CURVE DATA
LR=3� 400
MH /
/
/ CB
/ 6. TEE RAMP TOP 46.75
1p
6 P.V.C.
WATER
TOP 48•9
INV. 46.1
_
Ton=16.34
6 G.V. INV. 44.00 FpR
TYP CO 8 X6 TEE
6" F.H. SEE
Delta=18'33'48"
47.50
MH 2 "
SHEET 7UAnO/y 8 G.V.
Y1
107 L.F.
" TEE
CB
"
-
o OF 10 6" s n
MH
8" S.S.
6" G.V.
6" F.H.
TOP 47.68
INV. 44.8
8 PVC
•
-
/
- ��
_
__ N / : 2+39.38 PROVIDENCE=
STA: DURBIN
- 7+0
1/0
�•�
i
-
13+87.81
_ - 13+0p _ 1
q
2k00
RAMP 24
CB
MH 12 I
9t00
I -
10- I
I 11+00 M 11
x0�
0
48.9
138 LF. /
i
NTOP
8" S.S.
8" S.S. CB
.75
43.87
STORMWATER
98
L.F.
/
.'OP
CB
DETENTION POND /3
:
t
\
8" S.S.
v CIDo
65
^v
/ /�
CB I
I
/
/
�(I
RAMP TOP 46.75 1
TIP
(SEE DETAIL SHEET)
/�
CO
349 L.F.
TOP 47.66 I
INV. 44.7
I
73 /
l
INV. 43.75
CONnNU 25
6" TEE
i
°
64
^+
/ c
a
I
I
O
/
/
l
SEER
74 A SHEETz O77 ON
6" G.V.
6" F.H.
O\\
Sx
q
4
/ /
/ 66
111
I
I
I
N
/
F
1` VT ip
NO VT
DEN
i/
h
/
67 0
68
69
70
71
N
+
72
O
k /
20' DRAINAGE & % C
E
UTILITY EASEMENT y-rE�NE
J
/ 20
C CURVE DATA
DRAINAGE &
II
II
5 0
i
R=150.00
20'
I FncNn•
R&
- RIGHT-OF-WAY
63
L=164.62
Tan=91.70
UTILITY
EASEMENT
a
DRAINAGE &
UTILITY
a
C CURVE DATA
I�
"94 i
- ADJOINER LOT NUMBER
Delto=62'52'44"
EASEMENT
O
- LOT NUMBER
1
L=35.g00
Tan=18.13
f-
-FLOW ARROW
�i `'�
�iq
Delta=20.33'09"
F.E.S.
- PROPOSED ELEVATION
- FLARED END SECTION
♦`
Tc x
ylA
62
CB
- CATCH BASIN
rFF P x
BOX
o
CO F x//
JB
- JUNCTION
S
yF�ntiT�
it
- PROPERTY LINE
Tq
MA
- RIPRAP APRON
All G9 >r
('1' 1
- PROPOSED PIPE
0. 9p 00
--�-446- ---
EXISTING CONTOUR
'<�?
61
- SILT FENCE
o
- HANDICAP RAMP
EMH
- EXISTING MANHOLE
EFH
- EXISTING FIRE HYDRANT
EGV
- EXISTING GATE VALVE
MH
- MANHOLE
S.S.
- SEWER SERVICE
GV
- GATE VALVE
FH
- FIRE HYDRANT
P.T.
TDC
- PLUG TAPPED
- TRAFFIC CALMING DEVICE
DURBIN LANE -
50' R/W
Ci
- - -.
-<
N
N
W
p
N
O
S-_
<
-_-
N
m
-.-__-_-
-- -
- - -
- -
a
n
00
o
a
a
oo
--
-- --
------ --
- ---
a
+
r<
N
o
<
+
N
+
n
N
W
O
W
OO
O
p
~
--
p
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-.
t
nNO
M
-
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:i in
2
0-
0-
a
W
a
w i s
a
� t~n
0, a
:0n
U)
<
o
so
+ 0.52%
+.50%
3' MIN.
/ -
3' MIN.
•
0.50%
-
- -
COVER
- - -
- - - - -
- -
-
_
- - - - - -
- -
- -
- - - -
-
- - - - -
-
- -
- - - - - -
- -
- -
-
-
3' MIN.
_
COVER
rnVFR
- -
-
- -
-
i
NSTALL 1 JOINTI.
- -
WWAAMIX
NTERED AT S.D.
1
12" MIN.
6" P.V.C. WATER
_ --
-
400 L.F. 8" S.S. ®0.40%
_
6" P.V
C. WATER
----
- -- -
107 L.F. 8" S.S. 00.407
SEPARATION
--
INSTALL 1 JOINT
6 -8:1: iNAiER -
-
12" MIN.
--
-- - --
-
-
349 L.F.
8" S.S. ®
.40%
-
CENTERED AT S.D.
ON-- - ---
-
- -a
L.F. 8"
S.S. 00.407
- ---
---- --
138 1.F.
-
WATER
CROSSING
in ry
14+00
DURBIN LANE - 50' R/W
FOR•
1st WILMINGTON
- _
-
-
ASHCROFT
l
-
-
-- --
PROPERTIES
1457 t ,
- -
--
- -
-
--
-
U-------
-
----
--- -
- AT THE COMMONS A NORTH CAROLINA
fhylNti"
--
-- -
-
-
-
--
GENERAL PARTNERSHIP
�� O .., •�"• „'^� .m
�4��'•Tf,i'Mn;k`',`.
-
--
----
,c
�
P.O. BOX 3442
JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA WILMINGTON, NORTH CAROLINA 28406
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
Parker & Associates, Inc.4ing
SHEET N0,
s of to
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 306 New Bridge Street
DISK ACAD 521C
Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]
FILENAMEASH-PP3
REV. 04/25/00-KHW-CHG. OWNERS NAME
REV. 04/17/00-ZLF-REV. DRAINAGE & PIPES PER REDESIGN.
DATE SCALE R1 =40 DRAWN KHW DESIGNED TMS
JOB N0,
REV. 03/14/00-KHW-ADD D.I. WATER
02121100 VEVERT, TI. 1"=4'
5990715-2635
RFV f13 /DR R1O-KHW-RFV. PFR COJ TRC
_
u
i

r:I l i I I F::I 1 R=20.00
Eti�OUT
�
�
I
LO
R-25.00
tO L=19.46
REMOVE EXIST. �'j I I
CURB do GUTTER P1 II vi
L-31.42
�'] 1 Tan-20.00
`1 1 Ddto=9O
I I
I I
I
INV. IN
42.5
I
32
O
� 0.25
Delta, 4435'30" 37
N l
INSTALL VALLEY I;^III
GUTTER m 1
E"� In 26
I I
I 27
O
28 29 I
O O
�f
STORMWATER
DETENTION CB
I 30 31
O O
33
O
34
O
35 a 36
O a.
f� I
1 I
G1 1
I
8 PVC
POND TOP 46.4
T
L
I
DBL.
TOP 47.13
12 x8 TAPPING -'� I w I i00
1 M
8 X8 TEE CB
8" G.V. TOP 46.75 I
WATER
INV. 42.8
EE
INV. 43.9
303L•F,
450 STA: 9+17.96
CL COS
SLEEVE W G.V. f' +
II
1 y'y
g$TA: 2+39.30
13+87.81
PROM ENCE=
DURB
g' G.V. INV. 43.67 I
0
F6:G..V.'
IS A: 5+96.30 PROVIDEN
S 16+43.57
E=
8" S.S3TA:
38
O
PT 2+90.26
A: ASHCRO
STA: 0+00 PROVIDENCE=
_
...
_, •. .
STA: 2+66.19 FAIRWAY
_ _ _
7
1
_ _ -
2+00
-- -----
--4+00
--- -
--------
- - -
- --
-
1+�
3+0
1
00
7+00
8+00
MH
T XSTING
I
I
M
�-
MHOVER
LINE I�
:.
,.
R=25.00 39
\
C•l 11
,..
•,, .. � T=19.46
' (y� 11 III
53 , J
F`lll
REMO SIDEWALK.
I
249 L.F.
I
CB _ I A
TOP 46.75 1
CB
8" S.S.e
8" . I
TOP 46.4
I
I (�
TOP 46.9 1 G3
f:.jj7�20
I
I
0.25
\\ Delta' 44 35'30"
l�
- ^� gXIgT
11
3 ,I
YYY
B
r� II F'
INSTALL H C RAMPS
8" S. .
I
INV. 44.00
TOP 46.75
INV. 43.75
INV. 43.0 I
I
1� 2
INV. 43.6
I
I
I
I
\
L �i .. l �l o I
I
6" TEE
1
I
J
g. �E
1
ti 0 /'/// 0 /"i'
'4-
Ex. 12" 2g
WATER
I 24
23
6" G.V.
1 I 138
74
L.F.
75
76
I
I
77
R=20.00 6" G.V.
R-20 I I
94
95
96
97 9+99
96 L.F. PT -
Y y r..)
R=20.00
I
R=20.00
.-
6" F.H.
8"
S.S. R=20.00
I
I
2 6" F.H.
Tan=20.00
R-20.00
I
I
I
I
8" S.S
////k/�
I
Delta =90 00'00' I
_ 40
��//
Tan -1
Tan-20.00
I
I
.38
F.E.S.
Tan' 20.00
Tan 20.00
0 1
Delta=78'37'24"
INV. IN
Delta=9000'00" FOR CONTINUATION
Delta-90100'00"
FOR CONTINUATION
Delta-90.00'00"
0 8" P.V.C. WATER
EX. MH
41.6
SEE SHEET g OF 10
SEE SHEET 5 OF 10
0
98
TOP 46.
DURBIN
ASHCROFT
MH
INV. 36.33
33
LANE
LANE
6 x6" TEE
B" G.V.
50' R/W
50' R/W
1 6" F.H. 41
o�
ti
99 1
O
�P
CB
TOP 48.6 1 42
V.
INV. 45.6 + TOP 48.6
T
LEGEND,
R& - RIGHT-OF-WAY
94 i - ADJOINER LOT NUMBER
1p O
1
O1 - LOT NUMBER
1
f - FLOW ARROW
- PROPOSED ELEVATION
I
1
F.E.S. - FLARED END SECTION
CB - CATCH BASIN
JB - JUNCTION BOX
+ 350 LF,
le - PROPERTY LINE
�tA - RIPRAP APRON
O o I 8" S.S.
101 1
PROPOSED PIPE
-46 - EXISTING CONTOUR
- SILT FENCE
o - HANDICAP RAMP
1
1 STOR MWATER
EMH - EXISTING MANHOLE
DETENTION
^ POND
EFH -EXISTING FIRE HYDRANT
_
/2
EGV - EXISTING GATE VALVE
1
MH - MANHOLE
1
S.S. - SEWER SERVICE
102 1
GV - GATE VALVE
FH - FIRE HYDRANT
PROVIDENCE
DRIVE
- 50' R/W
1
P.T. - PLUG TAPPED
w 1
+ 1
' FOR CONTINUATION
---
SEE SHEET .5 OF 0
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GENERAL PARTNERSHIP
P.O. BOX 3442
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Consulting Engineers - Land Surveyors - Land Planners
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SHEET NO.
7 OF 10
P.O. Box 976 - 306 New Bridge Street
DISK
REV. -04/25/00-KHW- CHG. OWNERS NAME
Jacksonville, North Carolina - 28541-0976
ACAD 521C
FILENAME ASH_PP4
REV.-04/17/00-KHW-REV. DRAINAGE & GRADES
PER REDESIGN
Phone [phone] - Fax [phone]
REV. -03/14/00-ZLF-ADD D.I. WATER.
DATE
SCALE HORIZ. 1 =40
DRAWN KHW
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JOB NO.
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P.O. BOX 3442
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JACKSON VILLE TWP., ONSLOW CO., NORTH CAROLINA WILMINGTON,
NORTH CAROLINA 28406
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Parker & Associates, Inc.
�QinH Aorf��
SHEET NO.
g of to
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 306 New Bridge Street
DISK
Jacksonville, North Carolina - 28541-0976
/
ACAD 521C
REV. 04/25/00-KHW-CHG.
OWNERS NAME
Phone [phone] - Fax [phone]
FILENAMEASH-PP5
REV. 04/17/00-KHW-REV. DRAINAGE & GRADES PER REDESIGN
DATE SCALE HOR IZ 1 =4o DRAWN
DESIGNED
JOB N0,
REV. 03/14/00-KHW-ADD
D.I. WATER
02/21/00 VERI. 1'7='
KHW TMS
5990715-2635
REV. 03/06/00-KHW-REV. PER COJ TRC
U

NOTE: BURLAP SHALL
NOT BE USED.
DIRECTION OF
RUN OFF FLOW WOODEN POST
WELDED WIRE MESH
13ACKFILL
EROSION & SILTATION N
n
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
WELDED WIRE MESH
NOTE:
SPACING FOR WOODEN
POSTS SHALL BE:
1) 8 FEET MAXIMUM
WITH WIRE MESH
OR
2) 6 FEET MAXIMUM
WITHOUT WIRE MESH
WITH EXTRA STRENGTH
FILTER FABRIC
CONTROL FABRIC GROUND LINE
24" MIN.
12" i``i// ��i % EXTRA DEPTH REQUIRED
FOR NON -STABLE SOILS
SECTION VIEW
TYPICAL INSTALLATION OF SILT FENCE
NOT TO SCALE
7 STONE
A
1/2D
TOP OF y PLAN VIEW
CHANNEL
W = VARIES
1/2 W
1/2 D
SECTION A —A
W = CHECK DAM WIDTH
D= DEPTH OF CHANNEL
dm = MEDIAN DIAMETER OF STONE
6"
EL T0�
(CHANNEL�
1 1/2D
CHANNEL
NOTE: GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED
BY THE ENGINEER FOR SITE SPECIFIC CONDITIONS.
TEMPORARY FORTIFIED ROCK CHECK DAM
NOTI TO SCALE
7D
1NNEL
11/2 D
RIP RAP 1/3 D INSTALL GEOTEXTILE
FABRIC UNDER RIPRAP
SECTION VIEWS
MEDIAN STONE DIAMETER = SIZE
1. D = INSIDE DIAMETER OR WIDTH
OF CULVERT
2. MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
PERMANENT RIP RAP APRON
NOT TO SCALE
TOP OF CHANNEL
ROCK CHECK
DAM
VARIES
FLOW
INVERT OF - CHANNEL
VARIES 1 jj\\�j\\N
NOTE:
1. SEDIMENT TRAP TO BE INSPECTED AND MAINTAINED
AFTER EACH PERIOD OF SIGNIFICANT RAINFALL TO
RESTORE TRAP TO ITS ORIGINAL DIMENSIONS.
TEMPORARY IN CHANNEL SEDIMENT TRAP
NOT TO SCALE
REV. 04/25/00—KHW—CHG. OWNERS NAME
REV. 04/17/00—ZLF—ADD DIM. TO RIP RAP DETAIL.
REV. 03 O6 00—KHW—REV. PER COJ TRC
EXISTING ROAD
CONSTRUCTION
ENTRANCE
PROFILE
50' MIN.
LENGTH
R/W
(SEE NOTE)
PLAN VIEW
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
Construction Specifications
1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
crushed stone.
2. Length - As effective, but not less than 50 feet.
3. Thickness - Not less than six (6) inches.
4. Width - Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing - When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of-
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6. Maintenance - The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights -of -way must be removed
immediately.
TEMPORARY TEMPORARY
4-6' TALL STEEL 1 /4 INCH
\1
POSTS \ GAUGE
WIRE MESH
T' r ALL SIDES
A� AAAa �a AAAAA� AAaaa�� -
R/W
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1 24" CURB
1
/ GUTTER
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RAMPS
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1
1 3' UTILITY STRIP
I
1
4' CONC. WALK
9.5'
I
1
31'
I
1
B-B
I
NOTE:
SIDEWALK NOT REQUIRED FOR
CUL-DE-SAC WITH 6 OR LESS
50' I LOTS FRONTING ON CUL-DE-SAC
---� RIGHT-OF-WAY.
R/W
rL R/W
40' R 3.0' 1 6.5'
CL + TOP OF CURB
SAME ELEVATION
Bcsc.
(PE I-2 \ 24'CURB k 2.1
6" SLOPE GUTTER 1/2"/FT.
GU
/\/\ `
8" CADC ''�"' 2:1 SLOPE
SUBGRADE \ COMPACTED. SUITABLE
SECTION AA
CITY OF JACKSONVILLE
CUL-DE-SAC CROSS SECTION
NOT TO SCALE
/. / /. //\• 36" MIN.
TEMPORARY #57
FILTER STONE
ON ALL SIDES
GROUT
8' CONCRETE BRICK WALLS OR PIPE J• 9 INVERT CHANNELS
STANDARD PRECAST VAULT \ ; 1- - , Yr.1
FRMT TOP OF�HO�OD/CURB
ASPHALT
SURFACE
PROPOSED SUBGRADE IF
PAVEMENT PROPOSED
SWLZOW
NOTES:
1. Box to be in accordance with N.C.D.O.T. STANDARDS. Box to be
enlarged to accommodate larger or multiple pipes as required.
2. Dewey Brothers, Inc. CH-BN 2001 24" X 36" frame and radius grate or equivalent.
2. Dewey Brothers, Inc. CH-BN 2001 24" X 36" frame and radius grate or equivalent.
4. If box needs to be constructed larger than shown, walls shall be constructed with
H-20 loading reinforcement to taper top of box to allow 24"x36" frame and grate to fit.
CURB INLET CATCH BASIN WITH
TEMPORARY ROCK INLET SEDIMENT TRAP
NOT TO SCALE
GEOTEXTILE LINER OR SOD
TO BE INSTALLED IN SWALE
TO TOP OF BANK
vAPIES
3 OR 5 3 OR 5
SWALE DETAIL
NO SCALE
NOTE, SIDESLDPES SHALL BE AS SHOWN ON PLAN.
�F.
P y_
UTILITY STRIP
SIDEWALK 4�
1pL
EXPANSION JOINT/
OIN 1= �? r RP9
1211 SLOPE (MAX.) aPV a
P.C. C rT
12:1 SLOPE (MAX.) r A
EXPANSIDN JOIN
m 0 �
£D A
PLAN
SIDEWALK UTILITY
STRIP
�1/4"
#4 BARS'
10" O.C.
LAP zoo CROSS SECTION
4'-0' 3'-4' 4'-0'
BACK OF
RAMP
6' R D
GUTTER LIN
FRONT ELEVATION
7'-0'
SECTION A —A I y. I i _3
(NOT TO SCALE)
31' B—B 3' 4' SIDEWALK
UTILITY
50' R/W STRIP
2" BCSC, SAME ELEVATION
TYPE I-2 24" CURB &
6" SLOPE GUTTER
°° ou 8" CABC
%�-- COMPACTED, SUITABLE \\ \\ COMPACT
SUBGRADE /
SUBGRADE
STREET CROSS SECTION
NO SCALE
3000 P.S.I. CONCRETE
12"R 2" TYPE 1-2 ASPHALT
10"
1"
3000 PSI CONCRETE 11 P
5��� 6.. cnec
8" CABC
I 6 24 COMPACTED SUBGRADE
MOUNTABLE CURB & GUTTER AND PAVING SECTION
FOR 31' B—B STREET
NOT TO SCALE
EXPANSION JOINT
TC[INSTRUCTION JOI:7
CLINE RETE SIDE ALK
NOTE; CONC, TO BE 4' THICK W/
6' X 6' 10/10 GA. W.W.M.
3000 P.S.I.
EXPANSION JOINTS TO
BE AT 20' INTERVALS.
CONSTRUCTION JOINTS TO BE
AT 5' INTERVALS.
NO SCALE
EXPANSION JOINT
I'
GRADING, DRAINAGE AND s•,,y�'0
EROSION CONTROL DETAIL SHEET .,,a,•
Alf
ASHCROFT
AT THE COMMONS
JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
OWNER: 1st WILMINGTON PROPERTIES
A NORTH CAROLINA GENERAL PARTNERSHIP
P.O. BOX 3442
WILMINGTON. NORTH CAROLINA 28406
DATE: 02/21/00
SCALE: AS NOTED
Parker & Associates, Inc.
FIELD BOOK: N/A Consulting Engineers - Land Surveyors - Land Planners
DISK NAME: ACAD 521D
FILENAME: ASH_DTt1.DW DAD P.O. Box 976 - Jacksonville, North Carolina - 28541-0976
JOB NO.: S990715-2635 SHEET 9 OF 10 Phone [phone] - Fax [phone]

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GIRL O C3 BERM '
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POtM 42.3
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CHAN LMK FENCE WTH EMEROEM
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SEE NREEI 1 OF 10 FOR POND
44.0
42.5
I \'
BANKS AT �
SPILLWAY WITH WITH RIPRAP
STORM1 "n DETENTION POND #1
SCALE: 1'_3W
NOTE:
ENTIRE FOREBAY BERM TO BE LINED
WITH WOVEN SYNTHETIC FILTER FABRIC
AND ANCHORED TO BERM THEN LINED
WITH RIPRAP. LINING TO EXTEND TO
BOTTOM OF BERM ON BOTH SIDES.
10' BERM
TOP OF
BERM
ELEV. 41.5 FTEMPORARY-IROOL.
PERMANENTPOOL
TO 42.0. RESLOPE
ECH BANK ON NORTH
)E OF f' ONLY AT
OUTLET
STRUCTURE
(SEE DETAIL)
TOP OF POND
ELEV. 47.0t
/ FORE 3:1 SLOPE BELOW
INV. IN7 BAY POND SURFACE 61
EXIST. DITCH
6:1 SLOPE BERM BOTTOM OF INV. OUT 42.0
°o POND 36. 42.2
VEGETATED SHELF SHALL BE PROVIDED
AROUND ENTIRE PERIMETER OF POND BOTTOM OF FOREBA( 1.5" DIA. ALUMINUM PIPE WITH
WITH 6:1 SLOPE STARTING AT PERMANENT A STAINLESS STEEL TRASH SCREEN
POOL ELEVATION AND EXTENDING 6' ELEV. 36.5 WITH 1/2" MESH. INVERT OF HOLE IN
HORIZONTAL AND ONE FOOT VERTICAL PLATE TO BE ELEV. 42.5
BELOW PERMANENT POND SURFACE
NOTE: 1. EXCAVATE POND 1' DEEPER TO ACT AS TEMPORAR" SEDIMENT BASIN
DURING CONSTRUCTION OF SITE. UPON COMPLETION OF
PROJECT, SEDIMENT ACCUMULATION SHALL BE REMOVED TO INSURE THE
BOTTOM OF POND ELEVATION IS NO HIGHER THAN SHOWN ABOVE.
2. UPON COMPLETION OF EXCAVATION TO PROPER GRADES AND ACCEPTANCE BY
ENGINEER, IMMEDIATELY GRASS ALL POND SLOPES AND BERMS AND INSTALL
AND ANCHOR AMERICAN EXCELSIOR MATTING TO INSURE STABILIZATION.
MATTING SHALL EXTEND TO ONE FOOT BELOW POND SURFACE.
3. THE STORMWATER DETENTION POND REQUIRES INSPECTION DURING CONSTRUCTION
AND UPON COMPLETION REQUIRES CERTIFICATION OF CONSTRUCTION
TO THE NORTH CAROLINA DIVISION OF WATER QUALITY
BY A PROFESSIONAL ENGINEER.
4. SEE PLAN VIEW BELOW FOR ADDITIONAL INFORMATION.
STORMIIATER DETENTION POND # 1
CROSS-SECTION DETAIL
NOT TO SCALE
14
L• INV. 44.0
0_
PROVIDO
NICE DRIVE
/W
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INV.
IN
11'
10'
R 1Y `q 4 GATE
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010'
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SEE DETAIL I
13.5'O
1
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ro
20'
BERM
STRUCTURE
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6:1 VEGETA
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0
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X
EXISTING
DITCH
0 0 _o = O o
T2- 25.5'
4' HIGH STEEL OR ALUMINUM
CHAIN LINK FENCE NTH ('LACK
OR GREEN AND COAT", FOR
REQUIRED LANDSCAPING AROUND
POND SEE SHEET 1 OF 10.
_O = 0-0 =0 0
- X X X
SIP P
PERM
LINE BOTH DI
BANKS AT
0 =o
1S MDE
EMERGENCY
SPILLWAY
_
k
E.S. INV.
T 43.3
WIiH RIPRAP
SCALE:
NOTE:
ENTIRE FOREBAY BERM TO BE LINED
WITH WOVEN SYNTHETIC FILTER FABRIC OUTLET
AND ANCHORED TO BERM THEN LINED STRUCTURE
WITH RIPRAP. LINING TO EXTEND TO (SEE DETAIL)
BOTTOM OF BERM ON BOTH SIDES.
TOP OF POND
10' BERM ELEV. 47.5
TOP OF
BERM 42.5
, '{ \ TFrIOM♦AV clnrd CI CV l4T
/ % Fi FORE 3:1 SLOPE BELOW I I f
INV. IN 43.5 / \ BAY POND SURFACE u J
6' EXIST. DITCH
6:1 SLOPE BERM BOTTOM OF INV. OUT 43.1
POND 37.5 43.3
- VEGETATED SHELF SHALL BE PROVIDED
AROUND ENTIRE PERIMETER OF POND LBOTTOM 1.5" DIA. ALUMINUM PIPE WITH
WITH 6:1 SLOPE STARTING AT PERMANENT A STAINLESS STEEL TRASH SCREEN
POOL ELEVATION AND EXTENDING 6' ELEVV.. 37.5 FOREBAY WITH 1/2" MESH. INVERT OF HOLE IN
HORIZONTAL AND ONE FOOT VERTICAL PLATE TO BE ELEV. 43.5
BELOW PERMANENT POND SURFACE
NOTE: 1. EXCAVATE POND 1' DEEPER TO ACT AS TEMPORARY SEDIMENT BASIN
DURING CONSTRUCTION OF SITE. UPON COMPLETION OF
PROJECT, SEDIMENT ACCUMULATION SHALL BE REMOVED TO INSURE THE
BOTTOM OF POND ELEVATION IS NO HIGHER THAN SHOWN ABOVE.
2. UPON COMPLETION OF EXCAVATION TO PROPER GRADES AND ACCEPTANCE BY
ENGINEER, IMMEDIATELY GRASS ALL POND SLOPES AND BERMS AND INSTALL
AND ANCHOR AMERICAN EXCELSIOR MATTING TO INSURE STABILIZATION.
MATTING SHALL EXTEND TO ONE FOOT BELOW POND SURFACE.
3. THE STORMWATER DETENTION POND REQUIRES INSPECTION DURING CONSTRUCTION
AND UPON COMPLETION REQUIRES CERTIFICATION OF CONSTRUCTION
TO THE NORTH CAROLINA DIVISION OF WATER QUALITY
BY A PROFESSIONAL ENGINEER.
4. SEE PLAN VIEW BELOW FOR ADDITIONAL INFORMATION.
STORMIATER DETENTION POND #2
CROSS-SECTION DETAIL
NOT TO SCALE
6" HIGH 6" WIDE
CONCRETE CURB EACH SIDE
HEAVY DUTY CAST IRON NOTCH 2' WIDE AREA AT
GRATE WITH 1" OPENINGS TEMPORARY POOL ELEVATION.
TOP OF GRATE TO BE 0.5 FOOT PROVIDE GRATE WITH 1" OPENINGS
ABOVE TOP OF 24" R^.P. BOLT TO COVER NOTCH.
GRATE TO CONCRETE CATCH BASIN -
12' LONG ALUMINUM ORIFICE PIPE.
INV. ELEV. AT CATCH BASIN SHALL
S BE PERM. POOL ELEV. GROUT PIPE _
SECURELY INTO PLACE.
FI TOP OF POND J
TEMPORARY POOL ELEV.
SEE ABOVE VIEWS FOR
24" RCP ELEVATIONS OF EACH POND
PERMANENT POOL ELEV.
s:1 �
GETq �D
SHELF
3'x3' - INSIDE PRECAST ,+
OUTLET CONC. CATCH BASIN
OUTLET STRUCTURE INSTALL WITH
3' IN. BURY
REV. 07/12/00-KHW-CHG.S .PER DWO COMMENTS
REV. 04/25/00-KHW-CMG. OWNERS NAME
REV. 04/17/00-KHW-REV. PONDS AND DETAILS
ylr; err ; I w 1M
6" DIA. RIPRAP SHALL BE
IMBEDDED 3"
MINIMUM
INTO
CONCRETE SPACED
IN STAGGERED
ROWS AT 12"
ON
CENTER
12" EACH SID
11
2
tL
N
000°0000000°00000°
d
0 00 0000
roo-,00
00 00O
O O O
0 0
a0
00 00 00
000000000000000
00 00O
o
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
LENGTH VARIES
�
r�
SHALL GO TO BOTTOM OF POND
PLAN VIEW
TEMPORARY POND
6" THICK CONCRETE PILLNAY,
REINFORCED WITH WWF MESH.
SPILLWAY SHALL BE CUT INTO POND
BANK SLOPE, AND SHAPED TO FIT POND SLOPE.
TOP OF CONCRETE SLAB EVEN WITH POND BANK SLOPE.
SPILLWAY SHALL EXTEND '0 BOTTOM OF FOREBAY
SECTION VIEW
CONCRETE SPILLWAY WITH RIPRAP
O
3,5$° SFSEE
MLI
197
N1
-
B7 1
-
SEcTION IV
NORTHSIDE
AT THE COMMONS
M.B. 3L PG. 2D
R-7 ZONE
4' HNH ATEEL OR ALUMINUM
CHAIN LW FlTICi wl"
OR OWN vom OOA1M0 FOR
- RRED LM409CAPAROUND
EGAMO
; 86 1 T 1 OF 10.
85 ;
1
lll�Rl
1
4 .
44.0
r-O-O
_T_ X- ��-30•
�l
O-/ b\- O 0-
0
r
II
■
0 z
r; 1 TOP
i II7LT1 I MV.
160m ruin LRI EXISTING
�WAYT 84 DITCH
RfTH RIPIt� � -
v� s
O O O I "If. OUT
r
L�
R' SIDEWMLK ,
I
m
M y
D RBIN LANE /4
STO509 R/W � F"
SCME: 1'_30'
� 100
0
10
-it
016.5'
0 10'
NOTE,
ENTIRE FOREBAY BERM TO BE LINED OUTLET
WITH WOVEN SYNTHETIC FILTER FABRIC STRUCTURE
AND ANCHORED TO BERM THEN LINED (SEE DETAIL)
WITH RIPRAP. LINING TO EXTEND TO
BOTTOM OF BERM ON BOTH SIDES. TOP OF POND
Fl0' BERM ELEV. 47.5E
45.5
Any
TOP OF
44.0 RM 43.0
nlwn
J
FORE 3:1 SLOPE BELOW
INV. IN 44. BAY POND SURFACE 6' EXIST. DITCH
6:1 SLOPE BER BOTTOM OF INV. OUT 43.4
0 43.6
VEGETATED SHELF SHALL BE PROVIDED
AROUND ENTIRE PERIMETER OF POND 1.3" DIA. ALUMINUM PIPE WITH
BOTTOM OF FOREBAY
WITH 6:1 SLOPE STARTING AT PERMANENT A STAINLESS STEEL TRASH SCREEN
POOL ELEVATION AND EXTENDING 6' ELEV. 36.0 WITH 1/2" MESH. INVERT OF HOLE IN
HORIZONTAL AND ONE FOOT VERTICAL CATCH BASIN TO BE ELEV. 44.0
BELOW PERMANENT POND SURFACE
NOTE: 1. EXCAVATE POND 1' DEEPER TO ACT AS TEMPORARY SEDIMENT BASIN
DURING CONSTRUCTION OF SITE. UPON COMPLETION OF
PROJECT, SEDIMENT ACCUMULATION SHALL BE REMOVED TO INSURE THE
BOTTOM OF POND ELEVATION IS NO HIGHER THAN SHOWN ABOVE.
2. UPON COMPLETION OF EXCAVATION TO PROPER GRADES AND ACCEPTANCE BY
ENGINEER, IMMEDIATELY GRASS ALL POND SLOPES AND BERMS AND INSTALL
AND ANCHOR AMERICAN EXCELSIOR MATTING TO INSURE STABILIZATION.
MATTING SHALL EXTEND TO ONE FOOT BELOW POND SURFACE.
3. THE STORMWATE:R DETENTION POND REQUIRES INSPECTION DURING CONSTRUCTION
AND UPON COMPLETION REQUIRES CERTIFICATION OF CONSTRUCTION
TO THE NORTH CAROLINA DIVISION OF WATER QUALITY
BY A PROFESSIONAL ENGINEER.
4. SEE PLAN VIEW BELOW FOR ADDITIONAL INFORMATION.
STORMIIATER DETENTION POND #3
CROSS-SECTION DETAIL
NOT TO SCALE
V TOI Lr�i"3 e
R
ECEIVED
JUL 14 2000
DWQ
PROJ #
ff-vo
P 11..11\1TED _-zLv1 L4 .,�ol.'�inEE
) `y0R aDETENTION POND DETAIL��y .T
CONoli CPSSG nri �.L •EEF� an � S.�iiV BYGAS LAND PL%NNEA
P. O. BOX 976 JACKSONVILLf: NC 26541-0976
ASHCROFT
AT THE COMMONS
JACKSOMILLE TWP., ONSLOW CO., NORTH CAROLINA
OWNER' i st WILMINGTON PROPERTIES
A NORTH CAROLINA GENERAL PARTNERSHIP
P.O. BOX 3442
WILMINGTON, NORTH CAROLINA 28406
STORKWAM POND Ef33ttGEl11CY 3FII.LIIAY DATE: 02/21/00 GRAPHIC SCALE: 1"-40' 0 120
NOT TO SCALE _
NOTE: SOD EMERGENCY SPILLWAY AND ALL SIDES OF SLOPES SCALE: 1 "=30'
Parker & Associates, Inc. ,,ram ••�,e�
FIELD BOOK: N/A Cp � - j�j �W7D jMMj tjf
DISK NAME: A AD 521D p.0. am D'7D - JMO�vmol Nwdl
FILENAME: 990715 2635 KHW SHEET 10 OF 10 rbme
JOB NO.: 5990715-2635 (f1D) 466-ER414 - !tt (910) 41011-31/41
a

EXISTING DITCH CARRYING GRADE THIS PORTION PROPOSED DITCH To FLOW TO TRACT DATA y�
OFF -SITE RUN-OFF OF YARD TO FLOW STORM WATER POND ACREAGE IN TRACT - 29, 03 AC.
TO REAR OF SITE ACREAGE IN PARKS GATEWAY P
-"� DITCH AT 10:1 OR OTHER LAND NORTH
GRADE LOT f _-.► OR LESS STEEP USAGE - P-0 (STORMWATER POND) COMMONS DRIVE NORTH
AAGE LOT SIZE - 7,EXISTING O 2% MIN. j FILL REAR OF LOT M NIMUM LOT SIZE - 7, 900 000 S. F.
JACKSONVILLE
JACKSONVILLE TO FLOW + 20' 1 COMMONS COMMONS
TO CREATE BREAK GRADE LOT O NUMBER OF LOTS - 492 DRIVE SOUTH
ON OF E CO. - COMMONS TO STREET POINT L. F. OF STREET - 4923. 8 L F.
BOARD OF EDUCATION_ ii MIDDLE 2F MIN' ZONE - RS-7 0a'�
425'"
O FLOW TO pZC Ei'
D.B. 1427. PG.¢ % SCHOOL iAR a� 1TEHIS DEVELOPMENT IS NOT AFFECTED BY ANY �• t
II CU. 0&1 ZONE / / ! 1 25' + 1 it SPECIAL FL[BID HAZRD AREA. BASED UPTNJ•ExI5Tir1c / COMMONS DRIVE SOUTH GRADE RER OF LOTS 4-15 & 50-57 - OFFICIAL FEMA MAP CPN 370178 0006E (CITY B� GATEWAYNv4F 38 -�` II / KIM M.B.L I vSITE BENCHMARK - - INV, 46 4.,9 \( r CMF BETWEEN LOT 85 TO CATCH HOUSE RUNOFFS IN SLIGHT SOUTH c
�+ DSWALE _ _ (TF' JACKSWVILLE) EFFECTIVE FEBRUARY I5,EX ry ; X VO l�/ NORTHSIDE AW AND LOT 84 TETHE COMMONS II STORM DRAIN�SYSTEM.PIPE TO STREET R 2. 1TFERE ARE NO AREASOF ENVIRQMENTALF.I yyASHCOFIX. 28"EX. BIKEPATHELEV. 48.34 II I THISE•, SIDEWALK__, Ex67-_-_-_-E 3 MIN RN LOCATE THIDEVELOPMENT.'1L'c4'�y�jQ4R _II _�2YKK�I TY D - ISm BUILDING SETBACKS -
SIDE
ur- �- _ >=_uo __._ _ _ i� - CORNER LOT- YARD
25; y�SIF
�u� z0v Ex `•- _ �,.� �� FRONT YARD - 23' 'P
Bx. TYPICAL LOT TYPICAL LOT SIDE YARD - r
ro....-.^_.-.,.-a,..=.. a, m,•.8�6. � = REAR YARD - 7' �
Ee :�,.,. `,:. GRADING SKETCH1 GRADING SKETCH
2 SIDE STREET - 15'
FXI'nNr f-• 88 5 CTION I MFEXIS71Ni -;�- -•,� t F_ 4, PROPERTY LYING BEYOND STREETS RIGHTS-0E-WAY
A81UZW EXISTING E
Ei:ICTINr, I INV. 46-06 I I EXISTINj - BENCHMARK IN 4348� ��
_� STRUCTON NV. 45.06 INV. 4' 10 THE COIDE \ y- - EXISTING �•
INV 46 Ca ANCE ao � AT THE COMM S ' 85 r � 84 i � INV. 43.36
M.B. 3¢, PG. Q�NQ INSTALL ILT FENCE AT EX_SWALE
3 R-7 ZONFi ' _ `LOT OS RBANCE UMIT I ,
1 3: I HQI L .83
TOP 47.5 87 , 11't FR [ (TYP.) AT ALL LOTS AND LOTS UN EXISTING Q
COTOP OF DITCH BANK ADJACENT TO POND SHALL BE TCH TO ELEVATE S <1
INV. 45 TOP 49.8 \
' 93 TOP 47.0 T 46.8 GRADED SO AT ALL OF THE SHOWN. RESLOPE ,1
Ex1�T1NG - INV. IN ,1 ES - '�86 �, jN INV. 47.9 �\;t \ /
0 3 '�94� (•jV OU ' 90� INV. 45.0 IN 44.7 T(7P -5 `_. RUNOFF FRO9 THE IMPERVIOUS DITCH BANK
NOTE*
O
z
1`
AND VITHIN BOUNDS OF SIGHT TRIANGLES SHALL
REMAIN AS PROPERTY OF HOMEOWNERS, MIT SMALL
VICINITY SKETCH
ALL INTERIOR L07S WITH REAR
LOT DITCHES DRAINING TO THE
p
N
HAVE NO SHRUBBERY, BUILDINGS OR FENCES
NOT TO SCALE
POND SHALL
O
WHICH WILL RESTRICT DRIVERS VISION.
FLOW FROM STREET TOWARD REAR
O
5 ALL EASEMENTS TO BE DRAINAGE L UTILITY AT
DITCH. SEE TYPICAL LOT GRADING
Z
DIMENSIONS SHOWN UNLESS OTHERWISE NOTED.
GENERAL RM
SKETCH 02.
U
EASEMENTS SHOWN AS - - - - OR _ - _ _ - _ .
1. TOTAL DEVELOPMENT AREA IS PREVIOUSLY CLEARED.
2. ALL EASEMENTS TO BE 30' DRAINAGE & UTILITY AT DIMENSIONS
Z
SHOWN, UNLESS OTHERWISE NOTED.
�- INV 46 -76 • 44.55 `_ . INV. 4 TOP 46.2 -,
Ex. / PB 44 ,� TOP 48.2 . - AREAS FLO TO THE ROADS SOUTH & SIDES , 60 � � ` 3. THIS PROJECT IS NOT WITHIN ANY AREAS OF ENVIRONMENTAL
�� \
®�- _ _ 6.- e_ _ INV. 45.8 89 44.15 OUT SKETCH TYPICAL T GRADING ONLY AT 5: SLOPE _ -;,L �� / 4. FCONCERNOR 7W14A1 DETM.S. SEE PLAN AND PROFILES.
_mil ?�f-. MV. INV. TOP 50.0 �@
44.0INV. 48.2 SEE DETAIL
R -RIGHT-OF-WAY TATION CONTROL NOTES:'
REGRADE THIS PORTION .'1 CB - - - -.-_ - - - _ - - _ -- LOT [gAND
S0TTRUMURE SHALL BE SET WITH r g4 ADJOINER LOT NUMBER
OF EXISTING DITCH TO TOP 40.9 -- - �- -- II FLOOR ELEVATION
- DEPARTMENT.ENGINEER
GRADES SHOWN. SLOPE I 57 INV. 46.10 : TOP 48.9 .Y a7 6 U • ••-r . - - r..-t- r - - - \ 2.9 SECTION I� .,��. \ _ NORIHSIDE _ AREAS DRAININGTO PONDS (! R 06 � � 1 CONSTRUCTION SEQUENCE:
DITCH BANK ON SOUTH INV. 48.0 INV. -�- - AT TH(E CSOMTMONS - \�� \\ HIGH SCHOOL 47.0 FOR AREAS DRIUNINO TO POND il• A NOTIFY CITY OF JACKSONVILLE PUBLIC WORKS
SIDE ONLY AT 5:1 • .-' O1 -LOT NUMBER AND OWNER PRIOR TO BEGINNING CONSTRUCTION.
,mot - FLOW ARROW
B. INSTALL STABILIZED CONSTRUCTION ENTRANCES
H. / 7 8 INV. OQF '. �) .B. >}¢, PG. �� \\� I ® -PROPOSED ELEVATION C. INSTALLADE�STING DITCHEST TRAPS µIM IMMEDIATELY SEED ANDD ROCK CHECK DEEPEN/
SLOPE. SEE DETAIL 56 . �- � CB 43.8 d9 1 R-7 ZONE
CB B �h.) •�• _ ' 48.3 9 ' / I F.E.S. _ RAREDBEND SEC71ON DITCH BANKS
// STORMWA4ER 10 CATCH TOP 48.7 ( V. 44. TOP 47>8 A'g' DETENTION POND /3 O O \ ,•• \ JB - JUNCTION BOX D. INSTALL SILT FENCE ON EXTERIOR OF LOTS AS SHOWN.
INV. 46. . ) 2 O INV. 44.2 44.0 (SEE DETAIL SHEET) INV. OU 11 Ex\ - PROPERTY LINE E, CONSTRUCT DETENTION
/ O 4 8 44.0 O \ VALE / \ [ A - RIPRAP APRON F. CLEAR AND GRUB AREAS REWIRED. HAUL OFF ALL CLEARED
(�
TOP 4s.0 B 12) mP ' �58 ; \\"� \� - PROPOSED PIPE DEBRIS. NO BURNING ALLOWED.
-a6- -- EXIs1MIG CONTOUR
�(':: 55 CB ®r (� / - G. STRIP TOPSOIL, STOCK PILE FOR LATER USE. GRUB AND ROOT RAKE LOTS.
' INV. 47.0 • � TOP y,2 ri' t % II INV. 47.1 �\
_�_ - SILT FENCE ROUGH GRADE STREETS. PLACE ALL STREET EXCAVATED MATERIAL ON LOTS.
-O&I ZONE- %(�' 45. �/ . 7T D. 13 TOP 48.7 �'\�\� \ o -T.
CS HANDICAP RAMP H. INSTALL FOLLOW (STORM DRAIN PIPES, SWALES, CANSTRUCTIONS IN GEOTECHINICAL TCH BASINS AND RIPRAP APRONS.
A `:: • �'•. 93 f D V D�N N Y 14 _ L TEMPORARY SEW ANY AREAS THAT ARE NOT TO BE DISTURBED
`y I 54.' -- . r \ ROUGH GRADE LOTS PER TYPICAL LOT GRADING SKETCHES.
\, 53 CB :4 41N. 44.3 e! 60 0 :� T 47.8 /\ \ 25 XX. SWALE ISF �•,�� \ WITHIN 15 DAYS. COMPLETION
O R PP r TOP 48. 59 61 62 IN 45.2 64 TT O DEEPEEN EXISTING bj, �`� �� / /� { J. WITHIN 15 DAYS TEMPORARY OR UPON PERMANENT SEEDIING TO REASDITHATNSTALL
ARE NOT TO BE
INV. O \ �; 49.2 11 `. 15 �' .DITCH TO ATIONS �'"•.���{� / /,(A\ DISTURBED WRING STREET CONSTRUCTION.
CB ,1 SW 63 NV. 47.4 o, STHOWN. DIAE / \`A\
� • ® TOP 48.50 47 92 ® DIS0TlC1�H ANK ON ��' A /. �� K. INSTALL WATER AND SEWER MAINS.
48.5 \ \` 52 INV. 45.30 \I) \J.� TOP .0 / TOP 46. 47 ONLY &WEST SIDES -" ��"•��^^.��\ �\ / / '� L FINE GRADE STREET. PLACE CABC OVER COMPACTED SUBGRADE, AND
INV. 48.5 �� i \ INV. 46. \ \� � .. �� / INSTALL CONCRETE CURB & GUTTER AND OUTLET CHUTES.
\ INV. 6 16 \ AT &i SLOPES -
ak 51 91 SEE DETAIL L y\\\� INSTALL ASPHALT SURFACE COURSE SUBBY THE
AND CABC
. ;I� © �d' TDP \.. _ -:� �\� SHALL BE PROOFROLLED AND APPROVED BY THE CITY of
- \ /5 56� :-�.: JACKSON VILLE PRIOR TO PAVING.
�. TOP 483 H C INV 44 5 �7 © 66 INV. 46. 7'y \ _ . _\ 37 - - _ G % \ M. SEED, FERTIUZE. AND MULCH ALL DISTURBED AREAS WITHIN 15 DAYS
RAMP 9U 1 ; 54 r % COMPLETING ANY PHASE OF THE GRADING WINK. APPLY TEMPORARY
- - 67 1 / - 6_g - _ _ i
TYP \x O I r I ` � \ SEEDING F AREA IS TO BE DISTURBED AGAIN AND PERMANENT
CB / N _ y N6 7 \ ` SECTION 11 B IF AREAS HAVE BEEN FINAL GRADED AND ACCEPTED BY ENGINEER
TOP 48.1 9®. -. - .@ �/ 85 TBF 47.5 \ 18 _ �'S5 �' NORTHSIDE Fl AND OWNER.
48 68 - 19 - AT THE COMMONS - O,I/� \ 2. SEEDING SPECIFICATIONS _
INV. 48.1 INV 45.55 ,� INV. 44. \� / I - 41: /,f/M M.S. 3L PG. ] j/NE�X.37� ' \ EXISTING APPLY
LIME
gANND FERTILIZER AND
WORK INTO SEED
BED. SEED
EED MIXTURE
TOP 47.8 / 49 P) - TOR 48,20 5:1 SWALE B I // / R-7 ZONE O)IfRpgO 1 ////���� AND
INV. 45.6 , - INV. 4$.3 ON ' OP 47 66 I / / yy �\ �DI tCH
69 I I ' l,- (_ _ _ � 1111 \ MULCH. MULCH SHALL BE CRIMPED OR TACKED TO HELP HOLD IN PUCE.
CB 49. O 1 v. 4a. i II \ I MATERIAL AND APPLICATION RATES FOLLOW -
/�� TOP 48.25 /J/ \ 2 I I - �t� // MATERIAL APPUCA71ON RATE
48 INv. a5.4 / ,.: J 84 83 70 D, •� i - �- \ E ' /� LIME 1000 LBS./AC
108 1 4 \ II 21 �` NV SIN I �� \ FERTILIZER (10-10-10) 800 LBS./AC
',_ I \ R MOVE SIDEWAL ,/ �OU 1.5 TONS/AC
NOTE, 107 i mn ,['� � OP 47.0 / � III 2 \ INSTALL H `
ALL INTERIOR LOTS WITH REAR t O �, 111 _ `T INV. a/ \,,,� I 22 ® 41.6 I /ANENT SEEDING
rn� 71 O �. / C6 _ -� a .\ 1 'li �- 1 RAMPS J{--- 'REBEL 100 LBS./AC
LOT DITCHES DRAINING TO THE , . , ^e (().1 CB •�fi / - �• I 40.5 COMMON BEC UDA
POND SHALL BE GRADED TO V' / TOP ,47:6 `A
47 rOP 48.0 109 TOP a8.20 \ a808 `� ) X25 STABILIZED NORIHSIDE (UNHULLm SEPT. 1 - APRIL 1) 75 LBS./AC
O - 82 INv"aa I I HULLED APRIL 1 - SEPT. 1) 50 LBS./AC
Flow FROM STREET TOWARD REAR O� a •, y. as -0 \ INv. 4s.s I , E J2 4 I
DITCH. SEE TYPICAL LOT GRADING •� - 81
SKETCH 02. 106 �`o OP 48.0 112 I 7j" 1 �?�, 24 ST t
_ J _ A CONSTRUCTION _ BUILDERS, INC. _
D.B. 14 PG. 4 RYE GRAIN (SEPTA- APRIL 1 ONLY) 50 LBS. SAC
�, �2 � CERMAN INLET (APRIL 1-SEPT 1 ONLY)
50 LBS AC
R-7 ZONE / TEMPORARY SEEDING
REMOVE C&G. I /�j DEC. 1 - APRIL 15
CAN IP. 00.35o JB .l 73 \ \ ' INSTALL VALLEY KUSA LESPEDEZA 50 LBS./AG
\ 10I TOP a64 //_ INV(4395 /- -..�/ 100 LBS./AChRYE GRAIN
4 L4
CEG JACKSONVILLE REGRADE EXISTING DITCH ON R MOIL 15 -AUG. 15
L.L.C. 45 1 + 79 47.0 CB \ '"� - F.E.S.` TO ELEVATIONS SHOYRJ. RESLOP GERMAN MILLET 40 LBS•/AC
D.B. 1555, PG. 900 7 TOP 47.9 I i ` `� AUG. 15 - DEC. 15
TOP 46.65 -� INV. OU7
CU-B-1 ZONE in f ` 75 V. 43.75 I 1 !� C 41 .1 \' DITCH BANK SEE
NORTH SIDE AT
\ 5:1 SLOPE. SEE DETAIL
100 LBS AC
INV. 44.0 \ •(1 �� \ TOP 47.5O�/ R GRAIN /
APARTMENTS / lr O • 1 j'� J
ab.5 76 \ TYP � 26 3. CONTRACTOR S RESPONSIBLE FOR MAINTAINING ALL EROSION
ILL,T
NSTALL SILT FENCE L CB 103 114 CB 1 V CONTROL MEASURES AND SHALL AMEND MEASURES AS REWIRED
�4�, OP a7.5 \y�� CB CB 27 70 PREVENT ACCELERATED EROSION FROM TAKING PLACE ON THIS
T LOT DISTURBANCE �� �° TOP 47.9 `\ x OB �aii
•\ TOP 46. ii SITE• UNTIL SITE IS RESTABILIZED AND ACCEPTED BY CITY OF
IMB 15'3 FROM R (iYP INV. 43.8 V �` ��� R INV. 44.7 �\ TOP-465 TOP 46. \� \
TOP OF DITCH BANK.) / 102 _ _ ` �\ �> 18 ItJv. 43. J'�! C \ \' .'INV. 43.9 ) RRA \ JACKSONVILLE, ENGINEER AND OWNER.
.`�` � �
-- 43 ` -! ( • \ 28 • pO 4. UPON RESTABIUZATON OF ALL DISTURBED AREAS RD SWALES,
77� , .V ai/ CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL
�i 101 R \\ \S.
CB \ /i' �\ dCi 5. ONCE CONTRACTORFACILITIES AND HAS GRADE. COMPLETED JOB AND GRASS & MULCH THE SI A S RESTABIUZED, THE
INV- IN CB 43.5 4 0 �\\ TOP 46.9 \ !%
• '\ 475 \ - � I -IA . IT TOP 48.0 % \ \\\'', �i \ (f: •� DEVELOPER SHALL BE RESPONSIBLE TO MAINTAIN THE RETABIUZED
DRAINAGE PIPE CHART t ru•DETAIL s 1EEn / - \� 95
OUTLET \ \ H C
INV. OVT� CB RAMP
AREA Q10 DIAMETER GRADE LENGTH VELOCITY •� 43,T3
PIPE (acres) (cfs) (inches) (ft / ft) (If) (fps) ,\ 99 96 TOGP 440 TYP .i G
A 0.95 9.1 18" RCP 0.003 68 - EXISTING-1 �aa .l_ CB
DITCH iti. gg TOP 48.0
B 0.64 2.8 15" RCP 0.003 54 - •� C� 97 V. 45.4
C 1.18 7.7 18" RCP 0.005 168 - "yz T CS ? /f
D 0.74 3.2 15" RCP 0.003 28 - •\ TOP 48.6
E 0.90 3.9 15" RCP 0.006 130 - ` 42 INV. 45_6
B
G3 0.29 1.2 15" RCP 0.003 91 - EES a\ TOP 48.6 4�
Hi 0.27 1.2 15" RCP 0.003 28 - INV. OUT RRA
H2 O.45 1.9 15" RCP 0,003 130 - 43.3 INV. 45.8
H4 0.17 0.7 15" RCP 0.003 28 - -4T .I 3
H5 0 30 1 3 15" RCP 0.005 130 - O
K ' /
Von O
LINE BOTTOM AND \ �\ 0
-� fL OUT BACKSIDE OF DITCH
I / WITH 10 S'Y 6" DOA. \ � \��
RRA F.E.S. RIPRAP
/� INV IN INV. OUT � \
42-2 \ ��
TOP
DEL.OP CB CB DEEPEN EXISTING DITCH -0&I i ONE_
\ \
T47.13-4
NV. 43,8 NV. 42.8 DI TO 42.0. ON NORTH
i;.' STORMWATER DITCH BANK ON NORTH \ v \
31 l DETENT ON POND N1 SIDE OF R ONLY AT
(SEE DETAIL SHEET) 15il SLOPE. SEE DETAIL \
I
1.41
6.1
18"
RCP
0.004
58 -
DRAINAGE PIPE CHART
`
34
�-EX. DITCH
\
11
3.01
12.9
24"
RCP
0.0035
130 -
OUTLET
�i
J2
3.3
14.3
24"
RCP
0.003
70 -
AREA
Q10
DIAMETER
GRADE
LENGTH
VELOCITY
�
J3
3.0
12.7
24"
RCP
0.003
68 -
-
PIPE
(acres)
(cfs)
(inches)
(ft / ft)
(if)
(fps)
3
RAMP
36 -
O
�� /
JOHN. O. TEVENSON
J4
2.7
11.4
24"
RCP
0.008
12
AA
3.3
18" FCP
0.0035
28
-
'\ \
- D.B. �}, PG. }j,Q
J5
1.5
6.7
18"
RCP
0.01
20 -
BBl
1.47
1.47
6.3
18" FCP
0.0035
110
QD
TCA ZONE
K1
8.36
36.0
2-24"
RCP
0.0065
28 -
BB2
1.47
6.3
18" FCP
0.0035
36
- /
-
37
�,i,'
(UNDEVELOPED)
K2
1.80
7.7
18"
RCP
0.0055
100 -
BB3
1.47
6.3
18" FCP
0.0035
127
•\
L
8.69
37.4
2-24"
RCP
0.0065
35 6.6
DD
0.75
3.2
15" FCP
0.003
92
-
I
./r.
0
5.54
23.8
30"
RCP
0.0035
130 -
EE
2.89
12.4
2-18" RCP
0.003
28
-
\I,
�`B
NOTE
O1
15"
RCP
0.003
128 -
FF
3.10
13.3
2-18" RCP
�0.0035
76
-
(
�'
�
`
ALL EXTERIOR LOTS AND LOTS
P
0.15
0.15
0.6
0.6
15"
RCP
0.003
28 -
GG
3.10
13.3
24" RCP
0.009
169
-
\
�- /ai
/
ADJACENT TO POND SHALL BE
Q
0.30
1.3
15"
RCP
0.003
72 -
I
GRADED SO THAT ALL OF THE
HH
3.16
13.6
24" RCP
0.0035
130
-
RUNOFF FROM THE IMPERVIOUS
T
0.42
1.8
15"
RCP
0.003
28 -
II
6.97
30.0
2-24" PCP
0.0045
28
- BEAVER CREEK INVESTORS,INC:
AREAS FLOW TO THE ROADS.
U
0.51
2.2
15"
RCP
0.003
130 -
7.92
34,1
2-24" RCP
0.006
52
6.4
D.B. 19.39, PG. BR
INSTALL SILT
FENCE
SEE TYPICALLOTGRADING
Ul
0.68
2.9
15"
RCP
0.003
70 -
KK
HIM
36 5
92.0
2-92" PCP
0.002
270
5.3
M.B. 'u, PG. j¢
T
AT L.OT DIS7liRBANCE
UMI7 15't
FP,OM R (TYP)
SKETCH #1.
U2
2.04
8.8
2-18"
RCP
0.003
230 -
NN
PCP
0.005
160
5.8
CA ZONE
AT TOP OF DITCH BANK.
V
5.92
25.5
30"
30"
RCP
RCP
0.007
0.009
28 -
32 8.8
00
8.9
14.6
15.9
24"
24"
RCP
0.005
60
5.8
I
A
\
W
7.28
31.3
QQ
9.23
13.5
24'
PCP
0.005
60
5.7
Yl
Y2
0.34
0.41
1.5
1.8
15"
15"
RCP
RCP
0.0035
0.003
28 -
144 _
SS
7.82
12.5
FCP
0.005
60
5.7
/�
/ \
\
\
Y3
1.35
5.8
18"
RCP
0.003
72 _
TT1
TT2
0.82
0.6
0.6
2.1
2.1
12"
12"
12"
CPP
CPP
0.005
0.005
162
62
-
-
Y4
1.35 5.8 18" RCP 0.003 185 -
TT3
0.9
1.9
10"
CPP
0.005
65
-
\ \
TT4
0.2
0.7
8"
CPP
0.005
92
-
Note:
TT5
0.1
0.4
8"
CPP
0.005
75
'
\ NiCHOLAS CEROSIMA
Q=CIA
UU1
0.1
0.4
8"
CPP
0.005
68
-
- & IRMA N. -
C-0.6
1. Length goes from C CB to C CB,
UU2
0.2
0.7
8"
CPP
0.005
56
-
D.B. 1565. PG. ZIA
tc=5
min.
Actual pipe lengths may be less.
UU3
0.3
1.1
10"
CPP
0.005
56
-
TCA
i10-7.17
in/hr.
2. When applicable, length includes
UU4
0.4
1.4
10"
CPP
0.005
56
ZZONE
tc-30
min. (Pipe M•t only)
FES sections.
UU5
0.5
1.8
12"
CPP
0.005
28
-
RONALD B. SLATER
i10=4.2
in/hr. (Pipe MM only)
RCP = Reinforced Concrete Pipe
VVl
0.1
0.4
8"
CPP
0.005
65
-
& SIGRON G. -
tc=60
min. (Pipes 00, QQ, and SS
only)
VV2
0.3
1.1
10"
CPP
0.005
110
-
D.B. 15 L PG. 922
tc=2.88
in/hr. (Pipes 00, QQ and
SS only)
WW1
0.1
0.4
8"
CPP
0.005
75
-
TCA ZONE
WW2
0.2
0.7
8"
CPP
0.005
60
-
NESTER OJEDAMOYA
WN3
0.3
1.1
10"
"Pp
0.005
55
-
-
-
& CARMEN L.'PP
WN9
0.5
1.8
12"
:
0.005
90
-
D B 1130. PG.a46 EXISTING /
REV. 07/20/04 KHW - REV. REAR LOT DRAINAGE IN PHASE M
REV. 12/01/03 JMS - REV. PER COJ TRC COMMENTS
REV. 11/10/03 KHW - GENERAL PLAN EXTENSION
REV. 04/10/03 KHW - ADD PIPE TO INTERIOR REAR SWALES
REV. 10/25/00 ZLF - REV. PIPES A. B. & C
REV. 04/25/00 KHW - CHG. OWNER'S NAME
REV. 04/17/00 KHW - REV. DRAINAGE_ & GRADES PER REDESIGN
REV. 03/14/00 KHW - CHG. CB INV., ADD DITCH NOTE
REV. 03/06/00 KHW - REV. PER COJ TRC & PAI CHECK
REV. 12/03/03 KHW - DELETE SMALL PHASE LARDS
REV. 12/02/03 TMS - REVISE ASHCROFT DR. GRADES (C)
DITCH
TCA ZONE CLEAN OUT BOTTOM
TO ELEVATION SHOWN OR •i
CLEANOUT AND RELOCATE BOTTOM DO NOT DISTURB
AND RESLOPE ASHCROFT SIDE BANK OF DITCH ON
OF DITCH BANK TO 5:1 SLOPE ADJACENT PROPERTY SIDE
TYPICAL DITCH CLEANOUT DETAIL
NOT TO SCALE
AREAS UNTIL TIME WHEN THE LOTS ARE SOLD TO INDIVIDUAL LOT OWNERS.
6. FOR ADDITIONAL INFORMATION. SEE PLAN AND PROFILES.
�TORMWATER NOTES
1. ALL IMPERVIOUS AREA CONSTRIUCTW, INCLUDING ROADS & WALKS
AND HOUSES, DRIVES, WALKS, ETC. SHALL BE CONSTRUCTED TO
DRAIN TO THE STORMWATER PONDS,
2. A DRAINAGE AND ACCESS EASEMENT SHALL BE RESERVED ON THE
ENTIRE STORMWATER POND LOTS TO ALLOW FOR ANY FUTURE INSPECTION
AND/OR MAINTENANCE OF THE PONDS MAY BE REWIRED.
3. THERE ARE NO WETLANDS ON SITE.
\\ \� APPROVED
FORTH CIAROUNA ENVIRONMENTAL
\ IIIANAGEMENT COMMISSION
DIVISIONOFWATERIIN OUALIT
c J' AK) - ZWS p4,r/arrrrr,,•
%%f( CARD( r,'•i
UT 1 3 2004?'�••."�'; 5.,�'"Zo-o'F
`1-0 GIyF:. ao-
GENERAL GRADING, DRAINAGE, EROSION AND
SEDIMENTATION CONTROL PLAN
ASHCROFT AT THE COMMONS
GENERAL PLAN EXTENSION (NOVEMBER 10, 2003)
JACKSONVILLE TWP_ ONSLOW CO., NORTH CAROLINA
PROPERTY OWNERS:
FOR:
1st WILMINGTON PROPERTIES
1st WILMINGTON PROPERTIES
D.B. 1590. PG. 719
A NORTH CAROLINA GENERAL PARTNERSHIP
SEDIMENT TRAP
CHART
P.O. BOX
SEDIMENT DISTURBED AREA
]$� (ACRES)(CUBIC
VOLUME SIZE
YARD) p,
WILMINGTON, NORTH CAR 28406
/1 0.2
/2 0.3
0.3
7 10'z6'x3•
10 15'x6'x3'
10 15'x6•x3'
GRAPHIC SCALE: 1"=100'
DATE: 02/21 /00
/3
u .R �' '�
�0�„ ,� •) y�
�C•��1•�
0 50 100 200 300
"=100'
�, hT
1=i
SCALE: 1
nr.. (: '
>- v
•.. '. C;1,5 LAND PLANN£RR
FEET
Parker & Associates, Inc. BoNzo�
Spsptn6
Consulting Engineers - Land Surveyors - Land Planners
FIELD BOOK: ASHCROFT,
PG 1-10
P.O. Box Sid - 306 New Bridge Street
DISK NAME: ACAD 5211
FILENAME: ASHEXTENSION-GEN.DWOV
SHEET OF 10
Jacksonville, North Carolina - 26541-0976
Phone [phone] - Fax [phone]
JOB NO.:S990715-2635
,2
U
t

EXISTING DITCH CARRYING GRADE THIS PORTION PROPOSED DITCH TO FLOW TO
OFF -SITE RUN-OFF OF YARD TO FLOW STORM WATER POND? TRACT DATA
45=.� TO REAR OF SITE �/ ACREAGE IN TRACT - 29.03 AC.
ACREAGE IN PARKS °
GATEWAY
GRADE LOT DITCH AT 10:1 �-=�- OR OTHER LAND
w
OR LESS STEEP USAGE - 2. 0 (STORMIWATER POND) NORTH COMMONS DRIVE NORTH
EXISTING O 2X MIN. FILL REAR OF LOT AVERAGE LOT SIZE - 7,900 S. F.
JACKSONVILLE TO FLOW + 20' TO CREATE BREAK MINIMUM LOT SIZE - 7, 000 S. F. JACKSONVILLE
ONSLOW CO. COMMONS GRADE LOT O NUMBER OF LOTS - 117 COMMONS COMMONS
TO STREET 2R MIN.
BOARD OF EDUCATION_ � i = = MIDDLE POINT L. F. OF STREET - 4923. 8 L. F. DRIVE SOUTH
TO FLOW TO ZONE - RS-7 D.B. 1427. PG. 35li % SCHOOL 1I 47-
REAR DITCH )�,q
EXISTING � n CU. Ohl ZONE � / i _ 1
INV. 46.38 -� \\ II I /r COMMONS DRIVE SOUTH _25' I _ 25' - 1. THIS DEVELOPMENT IS NOT AFFECTED BY ANY
EXISTING 4 SITE BENCHMARK M.B.L. ' M,B.LSPECIAL FLOOD HAZARD AREA. BASED UPON-INV. 46.48 \( II�+,CMF BETWEEN LOT 85 OFFICIAL FEMA MAP CPN 370178 0006E (CITY A
II
6O R/W AND LOT 84 SECTION IV II Ikl R�W_ 1 _ ___ R�M_ OF JACKSONVILLE) EFFECTIVE FEBRUARY 15, e`Ad OSWhjY 1,''PFt
2. THERE ARE NO AREAS OF ENVIRONMENTAL, t( ^
11Ex.II EX. NORTHSIDE AT THE COMMONS - - - -- ----- 1985 / ASHCROFT e
u'28-II 28' -EX. BIKEPATH
x. ELEV. 48.34 II II I
40
EX. SIDEWALK EXIST..: m
/JplG/!I!i/Jl�lill�///IIPii/.dPlli/Idl!!i _251
4•• RC
RN LOCATED
ITHIN
x a ,m..�.. m •.�.�-�. . �. ... ��i � �i�i�_ ii�i�/i�i�ii��i�- -- - - - - - - - - 3. NIN - DEVELOPMENT. a
ICE- �IENIN BUILDING DINGWSETHACKHI
/ SIDE
YARD 7'
� - �� - _ - _ - _" - - _ - '- -------------------- - -----------_���_ - 15
EX 37-a_-- -
n B BCORNER LOT,
o
� u
EX 37 ��..� �
_ R REAR YARD�
TYPICAL LOT TYPICAL LOT SIDE TYARD D i5
EB _"` � ..�. =. GRADING SKETCH #1 GRADING SKETCH #2 x REAR YARD 7•
\ SIDE STREET IS'
\_ EXISTING ZED EXISTING SI MFEXISTING`i 1 PROPERTY LYING BEYOND STREETS RIGHTS -OF -WAY
EXISTING I INV. 46,06 STRUCTI INV. 45.06 ExISn.NG _�EHCHNARK INV. 43.a8 EXISTING MUTE: NOTE, O AND WITHIN BOUNDS � SIGHT TRIANGLES SHALL
INV. 46.04 I _ ' -
ANC _ ` w INV. 45.1 o ` _ \ I _ \ '86 85 , 84 i j INV. 43.36 - 1 ALL EXTERIOR LOTS AND LOTS ALL INTERIOR LOTS WITH REAR Z N REMAIN AS PROPERTY OF HIJMEOYNERs, HUT SHALL VICINITY SKETCH
,88 r 87 , -' `_ t "� \.. ADJACENT TO POND SHALL BE LOT DITCHES DRAINING TO THE FIVE NO SHRUBBERY, BUILDINGS OR FENCES
_ `61 ' " \' \ GRADED SO THAT ALL OF THE POND SHALL BE GRADED TO Q WHICH WILL RESTRICT DRIVERS VISION. NOT TO SCALE
INSTALL LT FENCE AT ` IPEN EXISTING C \ \l, RUNOFF FROM THE IMPERVIOUS FLOW FROM STREET TOWARD REAR 0 Z 5. ALL EASEMENTS TO BE DRAINAGE i UTILITY AT
ALL CENTEXTERLOTS AND LOTS \ \\, AREAS FLOWS TO THE ROADS. DITCH. SEE TYPICAL LOT GRADING DIMENSIONS SHOWN UNLE_SS_13TFERWISE NOTED. GENERAL NOTES:
X SECTION IV LOT DISTURBANCE LIMIT ADJACENT TO POND SNAIJ_ BE `83� TCH TO ELEVAT S u
F.E.S. "' NORTHSIDE 11't FTR C (TYP.) AT GRADED AT ALL OF THE SHOWN. RESLOPE \ \\ SEE TYPICAL LOT GRADING SKETCH 02• EASEMENTS SHOWN AS OR _----_. 1. TOTAL DEVELOPMENT AREA IS PREVOUSLY CLEARED.
EXISTING I I INV. IN INV. Al.THE COMMONS - TOP OF TCH BANK RUNOFF FR 1HTHE IMPERVIOUS DITCH BANK \ \\ U
INV. a6.36 µ.8S I - I 011 E SI SKETCH z 2 ALL EASEMENTS TO BE 30' DRAINAGE h UTILITY AT DIMENSIONS
PB 44.55B.¢, PG. ;!Q AREAS RO TO THE ROADS. X. SWALE SOUTH h WE SIDES \ \ SHOWN, UNLESS OTHERWISE NOTED.
EX
3. THIS PROJECT IS NOT WITHIN ANY AREAS OF ENVIRONMENTAL
CBS ® B R-7 ZONE SEE TYPICAL LOT GRADING ONLY AT 5: SLOPES
- __ - - 4s - � SKETCH SEE DETAIL CONCERN.
yY+� so ; \ . NOTE. "C^ - RIGHT-OF-WAY 4 FOR ADDITIONAL DETAILS, SEE PLAN D PROFILES.
CB �g - -'-�� -��- .�••� - - - �• - - - _ _ ® _ - _ ` _ . I NO STRUCTURE SHALL BE SET WITH EBOSION AND CCD111ENTATION CONTROL NOTES•
• 57 TOP 4&9 /� TOP 4&9 _ �� •�-• -��a� - - 2.9 SECTION - \A \ I LESS THAN 4&0 FINISH FLOOR ELEVATION �94, - ADJOINER LOT NUMBER 1. CONSTRUCTION SEQUENCE:
DEGRADE THIS PORTION I NV. 48.10 INV• ,0 �- TOB'48. ;, / / \ NORTHSIDE �� _ NORTHSIDE _ FOR AREAS DRAINING TO PONDS 02 A: j3 A. NOTIFY CITY OF JACKSONVILLE PUBLIC WORKS DEPARTMENT, ENGINEER
OF EXISTING DITCH TO /�/ . NV. 4S. J77 Og / , �/ INV. OUT \ _ \ AT.-TAE COMMONS - HIGH SCHOOL AND 47.0 FOR AREAS DRAINING TO POND /1. O7 -LOT NUMBER AND OWNER PRIOR TO BEGINNING CONSTRUCTION.
GRADES SHOWN. SLOPE t.. --� , , INV. 00 \ .B. ¢, PG. .1 \\ �- - FLOW ARROW B. INSTALL STABILIZED CONSTRUCTION ENTRANCES
DITCH BANK ON SOUTH // / 5 TOPI4&3 i''� 43.6 47 44.0 it \ \ R-7 ZONE �, _
SIDE ONLY AT 5A 56 ( NV.144. CB / �� O \ \ q O . PROPOSED ELEVATION C. INSTALL SEDIMENT TRAPS D koac CHECK DAMS, THEN DEEPEN/
SLOPE. SEE DETAIL / I O TOP 4 - TOP 47 9 �.la� STORMWA�ERPOND 10 � I _ `\\ � \ F.E.S. - FLARED END SECTION DEGRADE EXISTING DITCHES. IMMEDIATELY SEED AND MULCH
%� i �7 NV. 4.5. DETENTION POND /3 \
\ ' JB - JUNCTION BOX D. INSTALL SILT FENCE ON EXTERIOR OF LOTS AS SHOWN.
E. / , I INV. .2 14.0 (� p�AIL S,IEE)') 12 Ex. -ALL `59 � � \y CB CATCH BASIN DITCH BANKS
- PROPERTY LINE
/ / / •• / /55 / / CB / / / \\ i / / \ \N ` S V DEEPER THAN DESIGNED.
E A - � DON F. CONSTRUCT
AND DETENTION AREAS AS REQUIRED. HAUL OFF ALL CLEARED
/ �`• TOP 48.2 ■ II 1 _ �;\\ T
- PROPOSED PIPE DEBRIS NO BURNING ALLOWED.
-4� -- EXISTING CONTOUR G. STRIP TOPSOIL STOCK PILE FOR LATER USE. GRUB AND ATE RAKE LOTS.
V. 4&2 13 5B �? ��� \ -•- - SILT FENCE ROUGH GRADE STREETS. PLACE ALL STREET EXCAVATED MATERIAL ON LOTS
q� i o - HANDICAP RAMP
/ /�• / 3 E f \ / ,.'Vi DU BIN N -�\ 14 / _ `\ \ �� H. INSTALL STORM OW CDRAAIIN PIPES, SWALESS IN C, CATTCH REPORT.
ASINS AND RIP APRONS
�I lil / Ex. SWALE
93 \ 58 47.8 } O� a4 '�57`, ISF�' - \ ROUGH GRADE LOTS PER TYPICAL LOT GRADING SKETCHES
60 AI TOP 42.5 /�0�� I. TEMPORARY SEED ANY AREAS THAT ARE NOT TO BE DISTURBED
'!"! ♦ / / 1 ice/ ® 47.8 \ / INV. 46. WITHIN 15 DAYS.
O _ / O iN . 4 . DEEPEN EXI NG @�a� I \
53 RAMP ■ TOP 48. 59 H `62 64 \�, ��. ��_ �� SEEDING
\ DITCH TO NATIONS �i! I /♦ TYP D NV. /� :1 SW 63 , 1$ \ / J. WITHW 15 DAYS UPON COMPLIETION OF LOT GRADING. INSTALL
• �P //, \\ SHOWN. SLOPE ., �'���� / \ DISTURBED DUIRINTEMPORARY OR GRSTREETTCONSTRUCTIONAREAS THAT ARE NOT TO BE
\ �♦ 52 INV. 45.30 / O CB O , DITCH SANK ON �„M `� \ _ / ��
SOUA9 do WEST SIDES
K. INSTALL WATER D SEWER MAINS PLACE CABO OVER COMPACTED
_
ONLY'` L �NI;RADE STREET.OURB hh GUTTER AND OUTLET CHUTES.
AND
�• 51 i INN. 16 \ AT 5:1 SLOPES
a _ • 91 © S. CB \ SEE DETAIL ' _ �-- _ _ ski
4`/ i -/ \ \ ..�ss� / /� INSTALL ASPHALT SURFACE COURSE SUBGRADE AND CABC
i • ! - �/ CB /, /f TOP 4& \ \ \ '� /..
0 / // INV 48. \ \\ 56 , -� .--: %..
/ �. �.. �° � SHALL BE PROOFROLLm AND APPROVED BY THE CITY OF
TOP 47 BB 1� \\ _ -. _ - _ �� JACKSONVILLE PRIOR 7D PAVING.
�, RAMP 90 / / 1 55 , y,/ 54` 37 �,,® M. SEED, FERTILIZED MULCH ALL DISTURBED AREAS WITHIN 15 DAYS
COMPLETIN67 I I / // I `-' '- B _ _ _ SEEDING IFGMY AREA IS TO BE DISTURBED AGAIOF THE GRADING N AND PERMANENW, APPLY T
'\ � � (/SECTION II B �"�•� �.%�s�r"1
RI TOP 47.5 i 18 NORTHSIDE Fi F AREAS HAVE BEEN FINAL GRADED AND ACCEPTED BY ENGINEER
/�,yi�� T 48.25 INV 44. 68 / i 19 , - Al THE COMMONS - p AND OWNER.
i %�" 49 - INV. .5 1 I \(jI'EX.37 \ 2 SEEDING SPECIFICATIONS.
P i TOR 4&20 R 00 / / R-7 ZONE q Rp 1 \\ EXISTING APPLY UME AND FERTILIZER AND WORK INTO SEED BED. SEED MIXTURE
INV. 45.3 OP 47.88 / J y /�
i/ TOP 48.25 i • 9. 69 /, / V. µ. II �I� �--- I II II ADIIb 'S3� \ / DITCH SHALL BE DISTRIBUTED UNFORMED AND COVERED WITH A CLEAN STRAW
45.4 .. 2 _I II // MATERIAL L D APPUCATIONN RAATEMULCH. MULCH SHALL BE ESS FOLLOW OR
- TO HELP HOLD W PLACE.
84 83 70 / A. I \ MATERIAL APPLICATION RATE
21 / I (h� ' LIME 1000 LBS.AC
NOTE / / ' O 107 / �° ,�j. i - • NV.SIN I \I�I' FERTIUZER (10-10-10) 800 LBS./AC
ALL INTERIOR LOTS WITH REAR / 111 'r 47. /,� / I I II 22 ® 41.6 I \ NSTALL H/C I J/ MULCH 1.5 TONS/AC
11 INV Y _ f II • AMPS JL:` PERMANENT SEEDING
LOT DITCHES BE GRAD 70 THE O Gg Q �() O�• CB 'C �' \ I .._
POND SHALL BE GRADED TO \ � � CB ems[ � / � • ,�5 I -- '- � 'REBEL' FESCUE /00 lBS/AC
47 TOP 4&0 109 �i TOP 4&20 82 / NOV 14 \ �• 1 • COMMON 13ERMUDA
FLOW FROM STREET TOWARD REAR INN. / INV. 45.5 1 •f1+) E I 1 I
72 \ \ ® HULLED APRIL 1 - SEPT. 1 50 LBS. AC
106 / j I 7 24 STABILIZED NORTHSIDE
DITCH. SEE TYPICAL LOT GRADING • � \ / O 4&0 112 jj��� 81/ _ O � (UNHUUED SEPT. 1 - APRIL i) 75 LBS%AC
SKETCH �'!. \ // MV. Al O "l' ,�/ J J \ \ 23 ,�/ CONSTRUCTI _ BUILDERS, INC. ® RYE GRAIN (SEPT.1 - APRIL 1 ONLY) 50 LB&/AC
+ \ \�4-z / ' i 80 \�\ CB / D.B. 1-7 NE TGERMAN MILLET EMPORARY SEEDING
1-SEPT 1 ONLY) 50 LBS/AC
ii WV. 43.7 \ \ R-7 ZONE /
46 \ �� i I �+ ..VE C&G. I
\• O iy',Ipfj .3% �JB .T 73 \\ �\ TOP A8.7 INSTALL VALE DEC. 1 - APRIL 15
\ iii 104 O I ,i TOP 46.4 J 74 \ \\ \ , R // KOBA LESPEDEZA 50 LBS/AC
CEG JACKSONVILLE \+ 1 113 •w // INV. \ ( !" RYE GRAIN 100 LBS./AC
/ 1 I 49.3 \ \ TO ELEVATIONS SHOWN RESLREGRADE EXISTING DITCH ON OPE
45 i1 0 79 CB / GERMAN MILLETG. 15 40 LBS.i.'.,
L.L.C. O , I 1 I I. O 47.0 TOP 48.85 \\ NV. OUT \ �� DITCH BANK ON NORTH SIDE AT
_ D.B. 1555, PG. QQQ • 47.9 1 _
EX. B-1 h R-7 ZONE i INV. 44.0 /� (1 Q I�� TOP 47.5 \ 75 V. 43.75 I 41.1 \ '� 5:1 SLOPE. SEE DETAIL AUG. 15 -DEC. 15
CURRENTLY REZONING • / �� ® v �+ 4 ' , ,� INV 41F.5 \ 1 - RAMP RYE GRAIN 100 LBS/AC
TO Ci -8-1 INSTALL SILT FENCE • / CH O 103 114 G `� ce 76 \\ TMP 26 ) 3. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION
\ t� / / O �•. s TOP 47.5 CB CB 27 / CONTROL MEASURES AND SHALL AMEND MEASURES AS REQUIRED
AT LOT DISTURBANCE I ( , TOP 47.9 ` \ - /i
LIMIT 15'f FROM R (TYP .� � INV. 43.8 � V 102 R INV 44.7 T0� 48.5 � �P �• _ \ \ TOP 48. ,i TO PREVENT ACCELERATED EROSION FROM TAKING PLACE ON THIS
DRAINAGE PIPE CHART AT 72)P OF DITCH BANK. 78 INV. 43. INV. 43 0 C \ \ INV. 43 9 % RRA SITE UNTtL SITE IS DESTABILIZED AND ACCEPTED BY CITY OF
OUTLET • 43 \ 'Aj. 116 117 77 J x \ \/ 28 ��1%
'�+ JACKSONVILLE, ENGINEER D OWNER.
4. UPON DESTABILIZATION OF ALL DISTURBED AREAS AND SWALES,
AREA Q10 DIAMETER GRADE LENGTH VELOCITY \+ \ \ �, / \ 1f. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL
PIPE (acres) (cfs) (inches) (ft / ft) (if) (fps) + NV. W \ `j 101 /� CB TOP 46.9 \ \ \\ y�� �\ YFACILITIES AND GRADE, GRASS h MULCH THE AREAS.
.t^� 5. ONCE CONTRACTOR HAS COMPLETED JOB AND SITE IS RESTABIIJZED, THE
A 0.95 4.1 18" RCP 0.003 68 - \ ,� / 4&0 INV. 43.8 \\\ \ / v�� �O DEVELOPER SMALL BE RESPONSIBLE TO MAINTAIN THE RESTABILZED
B 0.64 2.8 15" RCP 0.003 54 - ! STORMWATER TION POND O 100IN / 94 - 4 AREAS UNTIL TIME WHEN THE LOTS ARE SOLD TO INDIVIDUAL LOT OWNERS
C 1.78 7.7 18" RCP 0.005 168 -+ T���n / g5 �O Ip�T UNE BOTTOM AND \ YI�\ _
D 0.74 3.2 15" RCP 0.003 28 - "�'^t (C' 8. FOR ADDITIONAL INFORMATION, SEE PLAN AND PROFILES
E 0.90 3.9 15" RCP 0.006 130 - �• III/. OUT � � U L „ IRIWITH E of PITCH �\ .� J, 1ST ALL IMPERVIOUS AREA CONSTRUCTED, INCLUDING ROADS h WALKS
/L. O © RAMP `� 4 WITH 10 Sys
8 DID. f' J ,rL1
G3 0.90 3.2 15" RCP 0.003 91 - 43.3 ♦ /�^ •� 96 TYP / •�� RRA F.E.S. y AND HOUSES, DRIVES, WALKS, ETC. SHALL BE CONSTRUCTED TO
O TOP 47.20 INN. IN •�i INV. OUT \� DRAIN TO THE STORMWATER PONDS
Hl 0.27 1.2 15" RCP 0.003 28 - EXISTING-j �+ /ah CB V. 44•0 30 42.5 , /ii� 422 � `9
x2 0.95 1.9 15" RCP 0.003 130 - DITCH \ 2 A DRAINAGE AND ACCESS EASEMENT SHALL BE RESERVED ON THE
H9 0.45 0.7 15" RCP 0.003 28 - C;/ G 98 97 TOP 48.0 i �i
+ 7 / V 4 CB TIRE ORMWATER POND LOTS TO ALLOW FOR ANY FUTURE INSPECTION
HS 0.17 1.3 15" RCP 0.005 128 - ��4z..-� T �''. �• CB ,��� DEEPEN EXISTING DITCH \ AND/OR MAINTENANCE OF THE PONDS MAY BE REQUIRED.
. TOP 47.1 TOP-48.4 �j \ 3. THERE ARE NO WETLANDS ON SITE.
I 0.30 1.1 16" RCP 0.009 58 - \ 42 IN 4�5,•g NV. 43! NV. 428 ��� DI TO 42.N ON NORTH
-
ii�� STORMWATER DITCH BANK ON NORTIi V \
Jl 3.01 12.9 24" RCP 0.0035 130 - / 31 /i�� DETENTION POND 01 SIDE OF IC ONLY AT
F.E. \
J2 3.3 14.3 24" RCP 0.003 70 - + TOP �g � - i(SEE DETAIL SHEET) 5:1 SLOPE. SEE DETAIL
J3 3.0 12.7 24" RCP 0.003 68 - INV. OUT RRA 'M® /
43.3 \ INV. 45.8
J4 2.7 11.4 24" RCP 0.008 12 - ,4 33/
J5 1.5 6.7 18" RCP 0.01 20 - '_. �'I Q iii� ,ry
34 ii EX. DITCH \
Kl 8.36 36.0 2-29" RCP 0.0065 28 - \ \ 40 / � APPROVED
LPPR q (�j
K2 1.80 7.7 18" RCP 0.0055 100 - \� O ✓ ���� \ \ NORTH CAROLINA
ENVIRONMENTAL �L'(-1Q 1Y4(}�"'
L 8.69 37.4 2-24" RCP 0.0065 35 6.6 • /i �/ L.(.N
0 5.54 23.8 30" RCP 0.0035 130 - 35 •i�i \
01 1.11 9.8 18" RCP 0.003 180 - (3;) i" I \ MANAGEMENT COMMISSION
P 0.15 0.6 15" RCP 0.003 28 - / \+ RAMP 36 JOHN O. STEVENSON_ �• DIVISION OF WATER QUALITY
Q 0.30 1.3 15" RCP 0.003 72 - \� 38 TYP ,ice D.B. 953. PG. 4779 (e�15 1
/C� - Jfi iV -ZCiJ j
T 0.42 1.8 15" RCP 0.003 28 - 1 TCA ZONE
U 0.51 2.2 15" RCP 0.003 130 - / �• 37 /
Ul 0.68 2.9 15" RCP 0.003 70 -
U2 2.04 8.8 2-18" RCP 0.003 230 - \ \,4 /
'� N CA V 5. 92 25.5 30" RCP 0.007 28 - �~ NOTE
LOTS AND LOTS //••�� `,` /y y,,•
W 7.28 31.3 30" RCP 0.009 32 8.8 \ a/ ADJACENT TO POND SHALL BE T�q ' 4- 10-03
Yl 0.34 1.5 15" RCP 0.0035 28 - / //� y., 1NI]
GRADED SO THAT ALL OF THE• 1� q
// RUNOFF FROM THE IMPERVIOUS ; t; SE L t
Y2 0.41 1.8 15" RCP 0.003 149 - I AREAS FLOW TO THE ROADS ,FJRt'1KEA ASSOCIATES
SU INC 1A575 i
INSTALL SILT FENCE
Y3 1.35 5.8 18" RCP 0.003 72 - / JENNY W. HAWKINS SEE TYPICAL LOT GRADING CONSULTING ENGINEERS LAND SURVEYORS ND PLANNER 'O /
AT LOT DISTURBANCE F. O. BOX 976 JACKSONVILLE NC 28541.0978�ryf<,1C��,.'� P��•
Y9 1.35 5.8 18" RCP 0.003 185 - -
TRUSTEE UNIT 15'f FROM R. (TYP
AA 0.78 3.4 15" RCP 0.0035 28 - D.B. 1531. PG. 5.39. AT TOP OF DITCH BANK.
BBl 1.47 6.3 18" RCP 0.0035 110 - \ •• i ••a••,•• • `
+ LJ
BB2 1.47 6.3 18" RCP 0.0035 36 - •` y j4• ,
BB3 1.47 6.3 18" RCP 0.0035 127 - "+•„M,� ,M;S,, •�
\ \ GENERAL GRADING, DRAINAGE, EROSION AND
DID 0.75 3.2 15" RCP 0.003 92 -
EE 2.89 12.4 2-16" RCP 0.003 28 - SEDIMENTATION CONTROL PLAN
FF 3.10 13.3 2-18" RCP 0.0035 76
GG 3.10 13.3 24" RCP 0.004 164 - ASHCROFT
HH 3.16 13.6 24" RCP 0.0035 130 '
NICHOL IR CEROSIMA AT THE COMMONS
II 6.97 30.0 2-24" RCP 0.0045 28 - - h IS'C N. -
KK 7.92 34.1 2-24" RCP 0.006 52 6.4 /
NM 36.5 92.0 2-42" RCP 0.002 270 5.3 D.B. 1565' NE Z1$
NN 5.9 21.2 30" RCP 0.003 150 5.2 TCA ZONE JACKSONVILLE TWP., ONSLOW CO., NORTH CAROLINA
00 8.46 14.6 24" RCP 0.005 60 5.8
QQ 9.23 15.9 29" RCP 0.005 60 5.8 RONALD B. SLATER PROPERTYr OWNERS: FOR:
SS 9.23 15.5 24" RCP 0.005 60 5.8 - h SIGRON G. - 1st WILMINGTON PROPERTIES 1st WILMINGTON PROPERTIES
D.B. 1590. PG. M A NORTH CAROLINA GENERAL PARTNERSHIP
D.B. JUL PG. 912
TCA ZONE
SEDIMENT DISTURBED tARREEAA TRAP CHART VOLUME SIZE P.O. BOX 3442
Q=CiA Note: NESTER R E N L. ]BAD (ACRES) (CUBIC YARD) (FNGTHxWIDI}IxDEPTH) WILMINGTON, NORTH CAROLINA 28406
& CARMEN L. -
C=0.6 1. Length goes from C CB to C CB. EXISTING � to 0.2 7 10'x6'x3'
D.B. 1130. PG. 3Q.& \ DITCH d..\.,.
tc=5 min. Actual pipe lengths may be less. i2 0.3 10 15'x8'x3' „
TCA ZONE CLEAN OUT BOTTOM °w' GRAPHIC SCALE: 1 =100'
i10=7.17 in/hr. 2. When applicable, length includes ' TO ELEVATION SHOWN OR /3 0.3 10 15'x8'x3' DATE: 02/21 /00
tc-30 min. (Pipe 6N only) FES sections. CLEANOUT AND RELOCATE BOTTOM DO NOT DISTURB 0 50 '100
i10=4.2 in/hr. (Pipe HM only) RCP = Reinforced Concrete Pipe AND RESLOPE ASHCROFT SIDE BANK OF DITCH ON 200 3I
tc=60 min. (Pipes 00, QQ, and SS only) OF DITCH BANK TO &I SLOPE ADJACENT PROPERTY SIDE
SCALE: 1 =100' FEET
tc=2.88 in/hr. (Pipes 00, QQ and SS only)
TYPICAL DITCH CLEANOUT DETAIL Parker & Associates Inc. aorf
REV. 04/10/03-KHW-ADD PIPE TO INTERIOR REAR SWALES NOT TO SCALE M $q►7 �Oas
REV. 10/25/00-ZLF-REV. PIPES A, 8 h C. FIELD BOOK: ASHCROFT, PG 1-10 Coneultin� Engineers -Land Surveyors - Land Planners
REV. 04/25/00-KHW-CHG. OWNERS NAME DISK NAME: ACAD 521E P.O. Box 976 - 306 New Bridge Street
REV 04/17/00-KHW-REV. DRAINAGE h GRADES PER REDESIGN FILENAME: ASH-GEN.DWG KHW Jacksonville, North Carolina - 28541-0976
REV. 03/14/00-KHW-CHG. CB NV., ADD DITCH NOTE
REV. 03 off oo-KHW-REV. PER cal TRC & PAI CHECK JOB NO.: 5990715-2635 SHEET 2 OF 10 Phone [phone] - Fax [phone]<