SW8010425_APPROVED PLANS_20050804

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 0104d 5
DOC TYPE ❑ CURRENT PERMIT
,/
L� APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE ()y
YYYYMMDD

N/F
N� +46,61 +45.71 20' ACCESS/ 614AN"GE +45.61 CITY ZONED BOF SONVILLE g999 ♦� / S YN BLw
PERIMETER PROPERTIES ALL PROPOSED GRADES ARE -OF OF +45.10 & UTILITY EASEMENT VACANT %j,\g5�"
I 40' INGRESS/ EGRESS & ;�
PORTION OF M.B.23 P.132 _- -- - N
ZONED B-1 PAVEMENT UNLESS OTHERWISE NOSED: I REGRESS/UTILITY EASEMENT- ,_ i k3.:=AZ�_ 40.45 / o
VACANT
_ - - _ -. - - -__ 44 34�
-- �- _ _ _ _ -+4430 B�� � p 17
+as_3D - �- f- - _ - S 41'48'34" E 918.84' +44,61 _ _44- - - - - - - +4a_5- - - - - - _-_4-_ -- - - a5.79\ \ GRG�rky 0
�- -_ -- 44.51 --_ _ 42.22 503.99=?_ - - -'¢T 5� -_ - 43 - - -Z _�
44.5: -� -' - 43'09'- - +4486
EIS S 41'48'34" E 105.44 CONC. CONTROL CORNER " 44.91 44.91 3.yr3 3.6� - - - - - - - - -- --
46.01 -- --, \ \ \ O.D. SANDY GUM BRANCH RD SI
Six
- / �- -- 10 BUILDING SETBACK �ET R _ 1 -\ _ F.E.S. -TO V. .2 y"- g P \ \ \ \ SUBDIVISION c m 5
REMAIN NATUR -_ Inr- .� 0 . 17? ON,STRUC l��,.� .�.c M.B. 4 P.79 �E � z
- -- __ �^ -- NTItAKCE jy-r,c. _. _-
10�&111DING SETBACK -- I +44.73 44,93 +4 . + LF 15'RCP 20' A$pHAL1 0R1�WA D O ,� t Lc.,,44.8 ___
--SF-- 44.63 48. 0• - -� �� \ \ 60'INGRESS,EGRESS,REGRESS,
--SF - -SF - -' -- �-"- DRAINAGE & UTIDTY ESMT.
;F -SF- 46.6 \ { - to
\INv.40.05'\ \ \ \ \ VICINITY SKETCH
q6.9 DI 47.9 CONC FLUME / TOP-45.56' \ NOT TO SCALE
TOP=45.9 INV-48.0 E S. \ \
/ �Obry 45.7 \ INV-43.84 A8.9 0 � Inv= d INV.=43.30' I I \ \ \\
S9 45.5 DI 46.2 TOP-45.8 D.I. +.a 12` p,
d I ' I PROPOSED SPLIT-RAIL I y
200RAlIvAGE & �7 . TOP-45.4 46.9 46.1 88 LF 12'RCP INV= 1 WHITE PVC FENCE TOP=45.89' �""' '"" -V'c..
'PCp INV-43.4 L INV,-42.92'
UTILITY EASEMENT �3� 45.71 a.81 +44.41 „- +47 1 '"� :,�;{ G
I D.I. *m. aa'' ,�. D.I.
48.4 48.4 48.2� 48.4 ` -_ .-.. _.+45.40 +44 3 I `+u t2' TOP=44.18' \ \\\ \
4S7 fff!!f TOP 44.31' ^w ,,,yR.QP,
11•. 4.5.6 46.9 II 46.6 $ g/ / I INV=4263'� I +� NV.-42.33'
48.2 n '� acA INV=4 \ '� \ N/F NN'
48.5 _ I I xery aK .P y 257 j � \\\-1 \ \ RIVER OF LIFE, INC. N.
1 SWALE P.BO Nam.
- T 45.5 DBL CATCH '` G
I
ICI r 45.9 INV-43.71 I S� o EXI971�NGOCHURCH O.D. SANDY
9 1 f 4 Imo/ AINAGEL I I I I Ao50 `/ �1L\ GEl G• \4��\ ` \ \ \
45.24 l f2 �Q \ cj� \.� \y`� 6' SUBDIVISION
- +44.34 +44,44 + +44.2 w P I 1• e �� 'T'
dI % + 1 9°[p i I m ` �G l•�MQtAG ` \ \�\ \ \pp\ \ yi M.B. 4 P.79
'C 4, �� 45.9 DBL 46.2 a r?, 9 �� C C•� J «-- 'T� ''�" __ ) m�' V\\' INV.=39.49 \ I \
.mn A' �v°�e, Ir,..� •0%
SO,.ruC7 DTOP=45.0 i �i PROP 20' DRAINA ►I�/��I I I I lJ I U I 1�
mZ'j' W 45.9 45.8 c INV-43.15 +45.9 EASEMENT PQ F �/ �// �,i JJ, ' / ` D.I. \ \
T 4' ,'N,O / ���---...JJJ��' I \ TOP=45.78'
N 44.63 45.7 __ N �•�
II 4ff.7 • I / INV.=42.91
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DI 46.0 -
x c, NV=4347 Pad ��/ 1-1
p. 't I-
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Lj
Lj
45.3 0 _ ' - _ - - TOP= N/F
DI +45.10 4.66 n INV.-4299' PHEONIX PARK, LLC D,I.
TOP-45.0 45.3 _� - TOP=4401 /�( INV.=39.14' n
lal I - INV-4293 c�3 f + +45I76 O + 4.4fi.2 \06 +43.96 , D.I. I II , �'.: _.+. , ,x,,, a,,, . �, ;ZONED B-1 INV.=41.72' / \
/ non .
-� TOP-48.25' ,2 P aa+� ` F' USE: APARTMENTS "," °_ �° „� / D.I. \ O \
! / ® 0 �O 48.2 K r ✓ ` D.I. INV.=43.36 1 I I� I I I _ m' -'- _ /� "' TOP-43.44' \\ O
\�;f) �.. .?Ge ®D 4n 45.6 45.5 �� 46.3 � MOV.=46:57' - .aw a "" ie� \ �+-I -'-h" -n / \ % INV.=40.88' \
I ' ♦ry �';,�� 46.3 45.7 L- I I I I� \
45.2 c
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--� 01 TOP-45.1 D s45.54 w 4.p I 144,33 / �� I I'
INV=42.57 T 12 45.8 ae
TOP=46.0 INV>43• 41 / � + + I '-T °b ERM
14�7 -.,I. INY-43.61 4S8 45.3 / \ II I II I I I I I I I I I I I r C
P +44 a4 +44.55 .3 +44.43 0 45.7 + 48.0 _ ._ ' a > I Y .I L � I I I I I I I I \ / D.I. \ \
44.02 / D.I. Y N=41.03' \\ 28J ,
I'
45.5 45.7 48.0 I TOP-46.49' T -- � II I g
j 45. 5 LF 24'RCP O 0.5% 46.3 K 48.3 •I INV.-43S9' / N \ \ \ \ \ N 26 p72B
.0 5. 71NV=44.f� L q \ \ \ \ N-381,. 6,5 "DON 2'
53 .4 24'R11- 'a• \\ \ N=381,786.536
0.47% >•y, O � � 55yy��� \ E=2,471,258.700
45.90 iN -45.8 ? +43482-K'I 4�.6 + I I I �, \ \ \ \ HAD 83
DI NV=43..8 *. {� i 4 19 46.98
a� a TOP-44.5 u` `b v I TOP-45.7V \ \
a INV.41.57' \
,I $���i • INV=42.32
•� DETENTION POND AREA \ 1 I \ \ \
44.30 1 a5.8 a6.0 >_Tc�i+ f2.0' DE e��46 O I I TING
44.40 9� \ \\\ \ \ \
,,\ I �4.045.7 45.8 +43.80 I I I� EBL G C�n�
Ix 20' TYPE"A" N FF
a4 5 I p.L 2-Story
BUFFER TO z 43, a, „ �» B'p
INV-40.7
_ TOP
-48.43'
REMAIN NATURAL 2.7j \r IINv.-a3.a7' Aj
g DI Ms r D.I.
_ TOP-45.4�, of I °^° a"' TOP=45.93 \ / \ 93
- pl g 44 wti '1RT43 - I \_\ �' INV, 41,53 � �c\�- V.=
®I roP=45.o � •O ) 5'UTILI EASEME T \ � D.I. a".
- Nv-4258 r 8` TYPE "A" BUFFER 0• m45. 8 v - N 37.81' J
9jI\ INV - V D.I.
D.I.
I 12' P ., b w =
25-BUILDING SETBACK - `• 4 #• a 4.60 45.9 4'\ \}I 87 TOP=48.43 REGRADE DITCH ' ONV 4276 e u. k`^ry TopNY=4224' , „ , ,,_ �+ C^�x - , \� \ \ \ \ \
'4 4 Y 4 999 43,OV a. xm
m) o
1® �F �_ __ _ T3 - -_ - - - ` a _ - -- 43-+a3.es -__ - - - +4z_5ts3,1
/ i BEGINING EL=39.5 - - - - '^-�- - -F45,03 - _ - - - -g2 -_ _
*rm 44.50 45�- 46.3 \ 43.98 44.0 ��1 �f--� - - - a.-. -...- _ �,- _{.44 _ - - - -42- -44. `- -_ - -40-
44.45 44.1fi SF .a / \\ 42- - - _ - - - _ _ _ - _ _ \
_ - - 41- - \
L EIS N 40'03'41- 105.39 CONCRETE CONTROL CORNER 4a13 N40'03 41 W 414.65 44.17 - - - - - -_ - _- �- _- -4 -41 -39+ 593 80 __ 38 a - _ _ 39 -3�7� ' ` _ S
46. F.E.S. \ +�A3?t7 - - # 1" tl4r �7.-QB. S--`_-_-. -_- -_- - - - _ __ 41- 42._-_ 40- 30'RC NV.-37.
2'35_ _ - --39._ - ._ - -
- _41_ - -IM,ts37. l�
n Inv=40.18 -� -1-4 -" - - - _ _ + 3.77
N/F 17? EMEAL,`ENCY JB t� \ -�43�- �43.47 +42.98 - 86- 3-_ 53,78 37.00
PERIMETER PROPERTIES O 0.29�1g Cp OUTFALL TOP-48.0 F w REGRADE MAINTENANCE PLAN! \ \
PORTION OF M.B.23 P.132 piT� HEAD ALL ( INV=,43.06 klw DITCH 0.35% N� DITCH +5.0' DEEP 4 \ \ \
N/F \ In -ITCH II r�n - 20'DRAINAGE & PERIMETER PROPERTIES 1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED \
PERIMETER PROPERTIES ZONED B-1 \Top�45.0 'b5 'Sp 4 UTILITY EASEMENT PORTION OF M.B.23 P.132 FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-
PORTION OF M.6.23 P.132 +4B.10 �� VACANT �a I C, I IZ® � ZONED 9-1 PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. \ 2
ZONED B-1 \ \ CONSTRUCTION SEQUENCE „ 20-DRAINAGE & I CONSTRUCTION NOTES: VACANT ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
VACANT �� ZA I UTIUTY EASEMENT gp
44.99 1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE PRACTICES AS DESIGNED. \ \ ,
+44.19 3a +44.39
� � ( TIME of corlsTRucnoN. 2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK ou NO
/ 1. OBTAITPLAN APPROVAL. a r (J 97 2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN LEGEND: AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY \ 1"\ :.L v6•0
"� I WATER AND SEWER LINES.
2. INSTALL CONSTRUCTION ENTRANCE AND ROCK CHECK DAMS, \ I 3. WATER AND SEWER sERwces PROVIDED BY THE SITE CONTRACTOR. HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED
I -I EIS = EXISTING IRON STAKE SF = SILT FENCE
/ 4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES S SHALL OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS /
7 AND SILT FENCES, THEN INITIATE SEARING. < I MEET WITH THE CITY of JACKSONVILLE's SPECIFICATIONS. SIS = SET IRON STAKE GW = GUIDE WIRE \ wa
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE TB = TELEPHONE BOX \ /
3. CONSTRUCT POND AND INSTALL PIPES / \ }44.13 FILL As REQUIRED. ECM = EXISTING CONCRETE MONUMENT 3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
I 6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WALL BE DONE SPK = SET P.K. NAIL WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE
/ 4. MAINTAIN STRUCTURES DURING CONSTRUCTION. WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL N/F = NOW OR FORMERLY �- = TRAFFIC FLOW(PROPOSED) SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN Ao \
\ 1 7. SITE SUBGRADING. TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL
op 3 BARRIER. �\
5. STABILIZE SLOPES & DITCHES AS THEY ARE BR Y TO GRADE. I I ARE REQUIRED E BE DONE PRIOR TO PLACING THE SELECT TIED IN MATERIALS. R/W = RIGHT-OF-WAY -SF- = SILT FENCE \VI
+ H Nv- 3 B. ALL STORM WATER HANDDNG FAGUIIES SHALL BE CONSTRUCTED IN ACCORDANCE M.B.L.= MINIMUM BUILDING LINE +25.66 = EXISTING GRADE 4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, A \ + .sz \
}h WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS. +35.80 \ \
6. PAVE DRIVE AND PARKING LOT I I \ I 9. SITE ACCESS: ACCESS SHALL BE UMITED TO TWO DRIVEWAYS AS SHOWN ON C/L = CENTERLINE zzs = PROPOSED GRADE AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE 4X-43
7. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN STABILIZED. THIS PUN AND SHALL HAVE A CONSTRUCTION ENTRANCES AS SHOWN ON THIS PLAN. SL = SECURITY LIGHT PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. \ s
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER PP = POWER POLE TIC - TOP OF CONCRETE \\
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS. 5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY \ \
I j it SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. -E-E-E-= POWER LINE ;TOP = PAINTED STOP BAR MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL VEGETATIVE AREAS
/ 12. MAXIMUM BUILDING HEIGHT IS LESS THAN 80' CO = SEWER CLEAN-OUT TO MINIMIZE THE EFFECTS OF EROSION. �j,r1 \ \ \ \
13. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. WV = WATER VALVE BO = CONC BOLLARD 1••It I w(�
14. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE
PROPOSED CONSTRUCTION. FH = FIRE HYDRANT
4426�45 Ih r• 15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. SSMH = SAN, SEWER MANHOLE BioP = STOP SIGN APPROVED \
16. DEVELOPER TO INSTALL STOP SIGN AS SHOWN. \ y
17, HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER R-7 OR TB = TELEPHONE BOX
POND DESIGN TO DETAIN STORMWATERaa 12-8 SIGN. EOP = EDGE OF PAVEMENT = DOUBLE CONC. BLOCK FILTER NORTH CAROLINA ENVIRONMENTAL \
ENGINEERING DESIGN PREPARED BY: FLOWS SUCH THAT 25 1'R POST 42.1 44.08 15. NO NATURAL GAS AVAILABLE. 11-PEDESTRIAN/
CRYSTAL COAST ENGINEERING, P.A. DEVELOPMENT DISCHARGE IS LESS THAN, 19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN). G TRAFFIC FLOW(EXISTING) DBL = DRAINAGE BREAKLINE MANAGEMENT COMMISSION SIDEWALK ESMT.
20. ALL CLEAN-OUTS TO BE IN VALVE BOXES IN PAVED AREAS. A
8817-9 FREEDOM eAY - HUHERT, N.C. - 28539 OR EQUAL TO PRE-DEVELOPMENT I 60' Ac I FO = FIBER OPTIC CABLES C71• = HANDICAP PARKING SPACE S 0 OF WATE QUA TY \1 21. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.A. MAP 3 701 78-00 0 2 B.
Phone (910) 825-OD06 Fax [phone] DISCHARGE. I I EFFECTIVE DATE FEBRUARY 15, 1985 .
/ p & AINAGE EA ENT -LLC- = UNDERGROUND CABLE u
a .crystaleoastenQineerina.com David L Ne om, PE Ili 22. ALL EXTERIOR UGHTS WALL BE LOCATED AND POSITIONED SO NOT TO ADVERSELY AFFECT = GRADING LIMITS �.. . \ V�
ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC. r
23. EXISTING DROP INLETS AFFECTED BY CONSTRUCTION TO BE PROTECTED PER DETAIL = Proposed Steel Security Light = RIP RAP CHECK DAM 11'PEDESTRIAN EASEMENT \
GRADING/ER 0 SION AND �1 24. PROPOSED ROOF 70 BE PIPED INTO STABILIZED
I DRAINAGE NETWORK.
/ 25. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING GAYS OF THE ® = RIP RAP APRON \
II II I COMPLETION OF ANY PHASE OF GRADING. I, JOHN L. PIERCE, CERTIFY THAT THIS AT WAS \
/ 26. THERE ARE NO STRUCTURES WITHIN 50' OF THIS PROPERTY EXCEPT AS SHOWN. ® = RIP RAP INLET PROTECTION 11YRAWN UNDER MY SUPERVISION F AN ACTUAL SURVEY
AS T OR M WA TER PLAN III I z7. ALL CURB AND GUTTER TO BE SPILL TYPE 2a'cuRe & GUTTER (UNLESS OTHERWISE SHOWN). MADE-IMPER MY SUPERV SION ED REFERENCES SHOWN \
28. A WET TAP BY A PROPERLY LICENSED PUBUC UTILITIES CONTRACTOR WILL BE REQUIRED
/ 41.3 III HEREON); T THE BOUND IES NOT SURVEYED ARE
FOR THE SERVICE INSTALLATION. )
/ a3.s21 a 29, ALL SIDEWALKS FRONTING THIS PROPERTY SHALL BE FREE OF CRACKS, BREAKS, AND OTHER CLEARLY INDIC TH THE RATIO OF PRECISION \
for / I 471 47.1 DEFECTS PRIOR TO THE ISSUANCE OF A C.O.. AS CALCULATED IS ' WITNESS MY \ EIS
PHOENIX PARK, PHASE II I _ _ ,� ALL EASEMENTS ARE PUBUC UNLESS OTHERWISE NOTED. - - - - - - - - - - - - - - - - - - - - - - ORIGINAL SIGNATU , L- SURE NUMBER AND SEAL- - - - - -
/ II 31. NO AREAS OF ENVIRONMENTAL CONCERN (WETLANDS, ETC,) EXCEPT AS SHOWN. THIS_DAY OF -,,d20 _\ �ry
/ 1 _ 43.gj. Illf Ky;r r ,-32. NO PARKING ALLOWED WITHIN THE FRONT SETBACK. 5O'M.B.L.
PREPARED FOR / 43.57 1.7 I , I TOP of °� T
c I l E 47 O f t. . CURB-47.5 - ' M /
EAST CAROLINA COMMUNITY -4420 , , 4G.54_` 4�- I II
43.48
DEVELOPMENT INC. 43 2 PROP 4. \�
\` \ „1y n4 ru4tion TOP-44.6 INSTALL 8 1F 15"RCP
In nce TOP OF 00.5%GRADE �U
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC <s\ 44 j� //' � � �ti CURB-a7.o TOP of
} r,�',(}.,Y'> ,�'�''.- CURB-43.9 rr ��
PREPARED BY 41.54-<F 45 Iz I r 2fi Q a a.s �43 H/R
REVISIONS: ,j 45.39 +1' .,,. , tif,,...
4/30/D3 JOHN L. PIERCE & ASSOCIATES P.A. RrW - -�----- - - _ _ .__ _/ L a6-2 47. 46.2 46.59 6 6+ ._-. _. __. __.. __ ._ 5.83 __ - �_ 7�3„ :nz.a. ri �Gi_se. ww"�i. voe ,v -x .n .... .:. _-_ ___ ____. S-=� s i I
7/1/03 PER CITY TRC 409 JOHNSON BLVD, JACKSONV LLE, NC 28540 -�' - a5� .08 ( �
7/9/03 PER CITY TRC PHONE: [phone] DATE: DECEMBER 17, 2004 1="F"-'� 4s.m � ' I45.45 1 44.57--'5/6/03 1sRCP k
9/2/03 ADDED CITY „ 46 17 f0.7 MILES TO R/w OF
COUNCIL CONDITIONS. SCALE: 1 =4O' F.B. 741 A PG.18 OWNER/DEVELOPER: - - rrtsrrr470 I I
.�
3/28/05 PER TRC EAST CAROLINA COMMUNITY EVEL�M NTE INC. - - - - - - - - - - - - as.as a5.46 1 F>nsnNG cB 1+44 as $44.29 es.o' RCP
COUNCIL Ir11 p
JOB # 228121 FILE NAME: PHASE2 ➢ _ _ _ - - - - TOP=44.73 15 RCP N.C.S.R. - 1308 - GUM BRANCH ROAD (89'R/W) Public
5/13/05 PER TLC 315 TURNER STREET 45.99 - FLOWLNE-44.08
5/13/05 PER PLANNING BEAU FORT, NC 28516
BOARD 40 20 0 40 80 120 252-504-2424
1
5/24/05 PUBUC i )
UTILITIES
6-22-05 per City LINE BEARING DISTANCE - --_.-- --
Council L1 N 79'05'10' E 50.47
7-18-05 STORMWATER SCALE IN FEET L2 S 8122'31' E 31,34
REF:D.B.1999 P.899
M.B. 44 P. 94, SLIDE K-1791 SHEET 2 OF 10 PLANTATION
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p

N/F \ \ / / Es \10 i / ell gLw
N/T 20' ACCESS/ DRAINAGE CITY OF 9 ONVIIJE \\
PERIMETER PROPERTIES k UTILITY EASEMENT VACANT \ \� / 5� e'r T r
PORTION GF Ii 8.23 P.132 40' INGRESS/ EGRESS &ZONED B-1 VACANT REGRESS/U7ILITY EASEMENT - - - - - - - - -S 41"48'34" E 918.84'Ets
S 41'48'34" E 105.44' CONC CONTROL KORNFR �nELti WEST
id'EILDINC SET9ACK RCUEM�AIN N� --MAL -- �� \ \ O.D. SANDY
10 BUL�SEII ti Y ------ -� SUBDIVISION
1 DR,VE'NA \ M.B. 4 P.79
20' ASPHAL
DRAINAGE
SMT.
Un y DRAINAGE k UTILITY ESMT.
il
( VICINITY SKETCH
GAZEBO �pUypgypR PAD - !Y OPAQUEprm(PfWGtE) NOT TO SCALE
FENCE ON 3 SIDES. V OPAQUEryb'��F O
I i / . O
} - - - l) I PROPOSED SPLIT-RAIL
T RAIL
2 J GATE ON FRONT(S•• WON 6"Asphalt MITE PVC FENCE
UPLIT'r EASEMENT Curb (T�,ca
Y \ I I II
\ \\\\\
\ \ \ \ \
/
I 1 \\\ 0 \ \
S ''qr A/j ac
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ASH
BLDG IS 17 RECEPTACLE M.11.31 P.80
ZONED
O.D.
N/F V.
SANDY p S1DINN
M.B. 4 P.79\TYPICAL RIVER OF LIFE INC
URCM
PLAYGROUND
SAND OPE SPACE SPEED BUMP o
BENCH
tio l/ �q •
Oa Fenw»-Rem DOes Gr 11 w/ 0.4 A (PRIVATE) �O
' Yy D I
SPEED
DRAM
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- 62.0' cc �'f.0 L r0 y(y/D� J'J�•ZSS�iOj II. /� T- >\
n I . TYPICAL < ti A -u I R+�L
N/C RAMP 4- '�-� I u
Igo W �. � c I I I I A� / V>� ZONED6-
\
USE: APARTMENTS
ip ( 6.T Conte swow*
1e 9.5 -t- 1-T I j=L-T , /\\
Z f I W hO//Ar181! 1 ACEAj
✓ / I I I I U ��
Q �Of Off,/ >/
75.0' �I, ALL N/C SPACES N HAVE , Utility Eight \ / ♦� _" �� /\\ / \ \
TYPICALSoO REWIRED SIGNAKE:
�$ �N ti'' --► 8 5' SIDEWALK
o (1YPI AL o l - i i i ERM
11 SP CEJ3� e- /(,{� I / I� �I I I IIzegp3sr •
6x Cana Sldewdk hON" cG / L - �I- `�-� -LL I� -L�l \ \ \\ \ \ \ Ze' w
�••R N.C.G.S MON "DON 2*
IT10 $�O ,�,°�a \ OPEN SPACE I I ,
,o ti-V 0.2 AC. (PRIVATE I I \ � \ \� � \ `, � \ E-2,nl.zse.7ao
t. �'`�' V v \ \ \ \ NAD e,
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REMAIN NATURAL A-�•Pknle I / ,
TYPICAL
HANDICAP `9 to;AN
- I I 5'UTILITY ENSNARE T Pv \\ \ \ \
BLDG MIX � � I TYPE 'A" BUFFER \
25TWALDNG SETBACK-
- 93.80' \ s \ \
LEs N 40"1 W 105.39 CONCRETE CONTROL CORNER N40.03 41 W 414.65 - - - - - - - - N 40'03'41" W 1108.45
N/F -
PERIMETER PROPERTIES I I I hill
\ \
N/F PORTION Or MJ3.23 P.132
PERIMETER ZONED dc o1 FeaDrw 20'DRANAGE k PERIMETER PROPERTIES
PORTION OF M PROPERTIES23 1 2 ACCESSIBILITY DATA: V Sit* Data Block UTILITY EASEMENT PORTION OF hill P.132
ZONED 9-1 ExlsUng ues it VACANT 20`DRAINAGE k I I I ZONED 9-1
VACANT GROUND FLOOR: 3 - 2 BEDROOM TYPE "A" UNITS C°"s'"'"enaM Na,Fs VACANT \ /
( ) propa•W u••(.} MULTI-PALLY APARTMENTS
UTILITY EASEMENT''++--��
(3) - 3-BEDROOM TYPE "A" UNITS svedd n'es permit APARTMENTS WERE THE TOTAL COMBINED SQUARE FOOTAGE T I I. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE \ \ rA /
16 2-BEDROOM TYPE "B" UNITS EXCEEDS 25.000 S' (�O� By CITY COUNCIL ON 8-19-03) I TIME OF CONSTaucnoN,
( )- 91 aware footage of I,r°Pe••d Ieeding(sk66,753 S.F. I 2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN tp
TOTAL 24 - ACCESSIBLE UNITS equw foologe a esatYp buLerq(a):-0- WATER AND SEWER LINES. LEGEND: n \ \ \ K
SPECIAL USE PERMIT CONDITIONS B-
site NanNp 1 3. WATER AND SERER SERVICES R PRONGED BY THE SITE ANDCONTRACTOR.PRACTICES
_
Fr aerof la aO I 4. ALL INSTALLATION DF WATER AND SEWER MATERIALS AND PRACTICES SMALL EIS = EXISTING IRON STAKE SF SILT FENCE I v 1 ( � >Z
t.months
of s of ° dN Plan mestInq 1. After hi City and Nhal u standards would
16 0 \ \ \ v k \
month. of special use permit approval. After whNh, the epedal u« permit rculd OTAL) of land to W daWrDtl and expoeskONSIlE4.16AC O7'SITE:0.6SAC (S.O t MEET WITH THE Pry W JACKSCNVILIRA SPECIFICATIONS. SIS SET IRON STAKE GW = GUIDE MARE t /
become null and will TB TELEPHONE BOX _ \ /--c-' 1
roTAL) I S. CONTRACTOR TO PRONDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE ECM = EXISTING CONCRETE MONUMENT = �Q� "mil� ��S� e , "`��
aanisge In ostM recreation space or open space 0.6 AC. (PRIVATE) < FILL AS REQUIRED. S
2. The Instdlatlon of booster pumps for domestic and M esrdcee for buRdkngs ova numk•r Of loft l 6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DOME SPK - SET P.K. NAIL
one story I hall minknum lot size N/A I I WITHOUT THE OWNER OR HIS REPRESEINTATIVE•S APPROVAL
a -age lot siss:N/A 7. SITE SUBORADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL N/F = NOW OR FORMERLY Lvv
ARE REWIRED TO BE DONE PRIOR TO PLACING THE SELECT SACKRLL MATERIALS. R/W se RIGHT-OF-WAY 4'\3. The poll de, st rm a not nxas.ds the pvOuctl n Is c D for o should
year ern. hour number ownership status (re tat, commwtions, tm):RDWELLING wo a ALL STORM WATER MANDUNO FACUTIES SHALL BE CONSTRUCTED N ACCORDANCE NORTH CAR PRLINA ENVIRONMENTAL \
storm (pro water storm wales runoff After canetrtretian a aarnpl•l•d ehaWd Rol •xa••d hypef �status tlT� ATMINTS ):RFINrAL ti,00 WIN N.C.D.N.R STANDARDS AND SPEC ICATIONS. M.B.L.- MINIMUM BUILDING LINE APPROVED \ \\
the storm wales naoN before cronsDnsetlon.}, dmWty:9.58 1NIT5/ACRE I ,��£ I 9. STE ACCESS ACCESS SHALL BE UNITED TO TWO DRIVEWAYS AS SHOWN ON CA - CENTERLINE \ \
\ \ \ \4. The «trams he subgrsd. and again Dstw plxIng the ospMnat an the rock;off of Cum branch Rood N piecing
to pave a proof roll prior to number of porkinq spaces rerW eu (APM THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCES AS SNOWN ON THIS PLAN. SL - SECURITY LIGHT
placing rode an the TMEHIS-LOW 70 MODERATE INCOME. 1 SPACE I I to. ALL PAVEMENT AND STONE BASE SMALL BE INSTAL ED AS PER PP se POWER POLE MANAGEMENT COMMISSION
\
4"UNIT STANDARDS AID SPECIFICATIONS AS SHOWN IN DETAILS
11. SUBJECT TO CONFIRMATION OF WATER METER SZE ADEQUACT. -'E-E E-= POWER LINE /1 V 5. red Installation would
° Type A buffer on the norther, wester, and southern property (2OX57, 70 IF. INN PARKING SPACES 12. MAXIMUM BUILDING HEIGHT IS LESS THAN Go' CO - SEWER CLEAN-OUT DIVI)= QU IT I \
boundaries (this woWd be In oonyn°tl°n .Ith the orighd oonAtbns} On June 7. 2005. (57�770 IF. BLDG AREA > ZaOW S.F.) 13. AS THIS SITE IS DEVELOPED, ALL ENNRONMENTAL REO IFOADITS SHALL SE MET. ,/ \ \ \
City Canall amended this eondn to no Ianger Induds tM Durres nqutamernt Wong 46 • ago - 1D I ( WV - WATER VALVE
the norther property line or Phoenix Pak Phan I. 48-10- 38 TOTAL PARKING SPACES RED. 14. ALL POWER PalCONSTRUCTION.
CTIO N LINES, ETC. ARE TO !E RELOCAIp TO ACCOMMODATE
number of parking spaces proposal 109 PROPOSED R TO LOCATE
FH = FIRE HYDRANT
e. The construction of a two-way drM connect «let Phase I and 1a CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
connecting kro proposal Pha« number of compact
spa« extMInp-O- SSMH = SRN. SEWER MANHOLE
11 or Phoenix Pak Apartments number of c°mp°pt spaeee d°p•d (up to zs7t for at. w/to or more 17. DEVELOPER AR INSTALL STOP Sall AS ABOVE
Z
number of compact ow InI pone-0- •pas••)- � 17. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND L EITHER R-7 OR iH = TELEPHONE BOX � 1n t'SS \
7. iM exatknq drM into Phoenix Pak, Phase I be reconriqured, ea that thw wolAtl M number of
M 12-6 SIGN. V �• \
paring spaasepreMdstlKN9 I EDP = EDGE OF PAVEMENT \
no ten Rum anto it learn laxrn Branch Road 1D AALLL DRAINAO£TURAL �SIAALL SE�SIEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN). TRAFFIC FLO EXISTING RECEIVED SIDEWALK
ESN/ v. \
New conditions the map book and page bernber:MM _ ) SIDEWALK ESMT. \ \ \
per City eamd June 7, 2005 M«tep: deb book and page nerDsr.1919/Bq 20. ALL CLEAN-W15 TO BE N VALVE BOSS M PAVED AREAS
tau map and number:33111I I 60' I 21. THIS PROPERTY IS NOT LOCATED N A FLOOD PLANT ACCOROW TO F.LM.A. MAP 370178-0002 B, FO we FIBER OPTIC CABLES JUL 1 9 200� \ \
1. The deWapmeat shall mast the requirements o! the talon sewer Mooatwn Pdkn EFFECIVE DATE FEBRUARY 15, 1965 . - HANDICAP PARKING SPACE
calculation of trod landscapes one; k AINAGE EA T
2. To the greatest sxtent po«IMe the required concrete Wand would be Properly sized calculatlon of vehicular sin area existing.-0- IF. 22. ALL EXTERIOR UGHI WILL BE LOCATED AND POSITIONED SO NOT TO ADVERSELY AFFECT -UC- UNDERGROUND CABLE Sill
ea as to prevent left turn movements Into the property, calculation of vehicular surface ores propo ill66,751 S.F. ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC T� Ind
InnperNaue SIrNx• Ana exOklkng W Wigs}70.045 S.F. EXISTING DROP INLETS BY CONSTRUCTION 70 BE PROTECTED PER DETAL. BY: I v� 1 ' '�� \ \ 4
SITE PLAN "^ • 5urlaas Ana ((Indueg brsdInge}112673 5F. I I 24. PROPOSED ROOF To BE PIPED INTO PROPOSED DRAINAGE NETWORK. )► = Proposed Steel Security Light O 11PEDE5,RIAN EASEMENT
Ragull IvM«°pMq:g01G SF. 2a ALL psTU WILL BE STABILIZED WITHIN 15 OARS OF THE f�•suer \
RpuM Interior IandempM¢wgDS SF. COMPLETION OF ANY PHASE OF GRADING I, JOHN L.. PIERCE, CERTIFY THAT THIS PLAT WAS \
ProNdsd Interior landso°ping:4A73 SF. 26. THERE ARE NO STRUCTURES WITHIN SO' OF THIS PROPERTY EXCEPT AS SHOWN.
With an approved Special Use Permit Provided extarlor Landscaping: 4,212 S.F. T S IS, CU
27. ALL CURB AND CUTTER To BE SPILL TYPE 24"CURTTER (UNLESS OTHERWISE SHOWN). DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY \
Total d"opmelt I�t ar ea (data''°'°/exposed o 25. A WET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR WILL BE REQUIRED MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
APPROVED BY CITY COUNCIL ON 8-19-03 area}21B23a0O S.F. I 3 I for Irnpanious Surface Ratio 0.s17 E NNS FOR THE SERVICE rALLATION HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE \
I of twelve rq 113 •R m 29. ALL SIDEWALKS FROITNG THIS PROPERTY SMALL BE FREE OF CRACKS, BREAKS, AND OTHER CLEARLY INDICATED: THAT THE RATIO OF PRECISION
PHOENIX PARK PHASE II 4 of shru 13 tl" DEFECTS PRIOR ro THE ISSUANCE OF A a0.. AS CALCULATED IS ,:10.000+ : WITNESS MY EIS
4 et MwuM rpulred:e7 I $ I \ \
30. ALL EASEMENTS ARE PueLJc UNLESS OTHERWISE NOTED. ORIGINAL SIGNATURE, LICENSURE NUM AND SEAL
' / of ehmbe poa :67 a L 31. No AREAS ENVIRONMENTAL (WETLANDS. MEPT As
SEFT�BAep-f 2S" ��UMiTY 32. No PAROLING ALLOWED WITHIN THE FRONT SETBACK. THIS�DAY OF 20s �ti
PREPARED FORRow - 10' I / 50"M.B.L ;•�" ... ..... , .!
EAST CAROLINA COMMUNITY NO PORTION OF PROPERTY IS INCLUDED IN ANY ADOPTED CITY PLAN. J
DEVELOPMENT INC. 111 0 700' Taper r C LEFT TURN PROHIBITION PER \\
200' Full storage SPECIAL USE CONDITION #r1
-'�f5?1�--
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC 'c AND (SEE DETAIL)
� .Z^
r
REVISIONS: PREPARED BY
otis:
4/30/03 JOHN L. PIERCE & ASSOCIATES, P.A. R/W _ 20q'
5/6/03 --
7/l/03 PER CITY TRc 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 -
7/9/03 PER ADDED CI TRc PHONE: [phone] DATE: DECEMBER 17, 2004 : TO R/W OF
COUNCIL CCONDITIONS. SCALE: 1'1 F.B. 741A PG.18 OWIIER/DEVELOPER:
3/28/05 PER TRc JOB # 228121 FILE NAME: PHASE2 EAST CAROLINA COMMUNITY DEVELOPMENT INC. PROP. SOLID WHITE PROP. MINI-SKIP
4/22/05 PER TRC 315 TURNER STREET LINE FOR FULL ----WRTTLTN FOR
5/13/05 PER PLANNING BEAUFORT, NC 28516 STORAGE LANE TAPER LANE N.C.S.R. - 1308 - GUM BRANCH ROAD (89'R/W) Public
BOARD 40 20 0 40 00 120 252-504-2424
5/24/05 PUBLIC
UTILITIES
6-22-05 per City LINE BEARING DISTANCE
Council SCALE IN FEET L2 s 81n'a% E 3i ii
7-18-05 STORMWATER -- --- --
- -- --
REF:D.B.1999 P.899 - - - - - - - PLANTATION
BLVD.
M.B. 44 P. 94, SLIDE K-1791 SHEET 1 OF 10
R

N/F +45.61 CITY OF JAC KSONVILE+46.67 +45.77 20' ACCESS/EA EMENT E. ZONED T \ / ��� /
PERIMETER OF M.B.23TES ALL PROPOSED GRADES ARE TOP OF I +as.to a UTILITY r EASEMENT VACANT 40' INGRESS/ EGRESS do
PORTION OF M.8.2J P.132 N
ZONED T PA VEM T UNLESS OTHERNASE NOSED. I REGRESS/UTILITY EASEMENT 4D 4s
VACANT -
f 41,__ _- :
+45.30 -- __ - - - - -�•�' - - �_ - _� - �. - - -\ y - �`C -- - �- -' S 1 4834 E 918.84' __ +44.55 _ __. .- - _ - _ - _. - ._ -+44.30- - - - - - _ _ _ - - _ 1 \ c 17 -
61
\\I ' 44 _ - 45,79
I f . . �- 44.81 -17�.22 - _ _ - -. _ _ - a4__ - - _ .
CaeakR 43 �`�_. _ _
S 41'48'34' E 105.44' CONG CONTROL "=-= a"0 - - - - �- -a 4sOs- -50s ay_ - 36 40� \ \
43 - ��
+44.B6
46.01 44.91 44.91 \ 3. 3 J 6 _ -.- _- �- -
_ \- - - -ld -wALdNc sETeAac - e' uFrv"rod T- -\REMAIN � F.E.S t _, .. ! -orooN'v} 4 . _ N - - _ _ \ r \ \ \ \ \ o.a�sANOY ar BRANCH P
t0'�MD . - I ff +44 73 +444.993 -+µ.53 + 5� 0� 5'RCP �'�"'►,SPFiN•T Y1AY �1 CI ENTRANCE 44. __ �9 M.B. a P f7s 9 \! S g
NA \
44.63 `"'_�. 46 2SY �� .•.a- ^r.-. �- �� � \ \ \ -
/! \ I ORANAGE ! UTILITY ESMT.
46.9 DI 47.0 �/ CONC FLUME / D.I. k� V11 / \NV_4aoa'\- \ \ VICINITY SKETCH
�°eM1 4a \ / 46.9 INv-4ae f -fry-S. 6 NV.-4a3D' I I I \\\ \ \ NOT TO SCALE
20'DRAINAGE Nt U �' DI 40.2 TQ 45.7 PROPOSED SPLIT-RAIL \ \
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7? lOP.4Q4 46. 46.1 121RLp NV 15 I WHITE PVC FENCE \ DI• 12'P,yC r�T
I UTILITY EASEMENT � IM.43.4 ++ � 46.1 eD.3yE � \ lOP.4SeC I I
�, 45.71 ,s21 +44.41 I +47 1 \ I INV..429Y 11 0c, \ \ \ \
45. 48, rf +45.40 • +44. I 0.L DA
45. 9 ' 46.6 O / ,NL4 / I I I WV-47OX I 'r R•CP, MWV..42.35 0.1. O TL \ \\\ O \\
46.2 ah
__ I it PV NV..425\Y \j / \U,\\\ \ \ RIMER OF LIFE RTC.
iD10H1• I I I I \/' \ \ \ N.0.31 P.6D �L
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45. NV 43.71 �'�yN RTI)�CAp1NCN ,/
S 45.24 1 I / I,a �pltMiA6E� I I I I / / / ��5��•t ` \!\\\ �\ ZONED a 8-i >^
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Nl`•' -- -_ ` \ \ E105TNC CHURCH �� ODD.SUBDIVISION
�m 5.9 DFL 46.2 y� _ 'T�' M.B. 4 P.79
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O> I I NV.4293 \ 45.+ f + +45'16 + .O6 / I I ,_ - °T°''P.44.01' J /� .B'� NV..�.t4'
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do- e/ 4&6 ` 48.2 \ ' \\ 1 a Dy NV 43. 1 I f 1-1" 1-I T(-1-1=J-f= l•� j�� t� \ / \\ ' °lOP.43.44' \ \\ o \ \
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K10- �/j 2744
MV4S.614.44 +µ; 4257 +44.43 0 0 I I I I \ ERN
/�II� _1_ i I I I I I �I I I I v °T 45.4Y \\ \ \ \ `
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L S _ I� Ll j- 4 \ \ \ ft• w
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� 43.
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DI 43.29 V, f +43.82 '6 qg a 19 + MAD ✓u
RAM 232 �j �6 / 1 46.98 I I TOP-45.
D.I. \ \
"�F••`/Y-l'`F -7A ; �° Tdl t20' I F e Dl Crl I I NV..41.5T \\ \ \ \ \
R )p � •i DETENTION POND AREA
µ,CIO 44.30
1 G ba•N"oo +43.80 1 I - 9g I I I I ExIST1NG \\\ \ \ \ \ \ \ Cn
i I,20' TYPE*A' u 45• 8LDG C
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REMAIN NATURAL $ - 43. III MpVC ' \ \ \ \ \
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„ TODP=Z56 CL 44. T' .4S4d.\ 5'UTIU ( EASFj) T \ `! Dl . PVG MV-4415.553'\
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TYPE 'A' BUFFER 0�1 p.+e
L 25TR1RONG SETBACIK - -- g \ 487
NV..43.
w .� 4.60 Je' V
3+95 \ - .. 41Y P.V.G \OP-4224 lY P.V.C.`\ RETNADE DITCH
-ry- \\ \ 43.45 __ BEG1NIIr EL.39.5 - - - - .- -{4i.21 - - - _ _ _ - - µ_ +'T4, - - _ - - - - - --�45.03 - _ - _. _ _ _. _4J-+-43.98 _ - _ _ - __ __ - - _ - \ \
44.45 44.16 4450 -B 46 \ \�'f= 43 - - - _ _ - _ _ - _ - - - _ __ - - - 42- - _� �_. �.. �!.
L EIS N 40'03'41' W 105.39 _ _- _- _- - - -- - - _ - - - - - - - _ - f42.51 - - \
4J.98 44.0 \\ SS-_-. - - - - - - _41- _ _ - - - - - __ _ - _ ._ �" _ - - _ - - -4 39-J77P- - - - _--_ \ 3.8\ \
_ -_- -J9ril-- -�3521_ - - - - - - _ - \�
CONCRETE CONTROL CORNER 44.13 N40'0341 W 414.6 \ _ _ �" _ _ _
NfF ', 46.2 F.ES - -ar �i3'49 * 7 _-its. -f4B9,Y _ .- --41-_42. _ - - _ _ - _ - - - _ - - - _ -_ -__ - _ _ -Jt-
10-NY1�37. // ..S/.
PERIMETER PROPERTIES 0GXjS.*Q9 EMERGENCY JB 0 *Inv.40.1e \ RELRADE l43ar••- ��'-� 43.44i�l "az.9a MAINTENANCE PLA I86 -" 3 .7e a�\- \
PERIMETER PROPERTIES PORTION OF M.8.23 P.132 DITCH \ V. NVI./J.06 MIY 4� DITCH 0.35X N/F 42.6 + 3.77 \
37 00 \
ZONED T T o I �8 S MANAGE s PERIMETER PROPERTIES l5.0' DEEP 1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WALL BE CHECKED \ \
PORTION OF M.B.23 P.132 +45.70 VACANT \ . IS UTILITY EASEMENT PORTION OF WB.23 P.132
I FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- \
ZONED / \ \ CONSTRUCTION SEQUENCE U� Ts Irby �O NOIM -1 PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. \ Z
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
\ +µ.79 44.99 I +44.39 1. LOCATION OF COSTING WATER NCI SEWER MANS TO SE VERIFIED AT THE PRACTICES AS DESIGNEDTIME OF CONSTRUCTION. . \ \ U..
1. OBTAI-"LAN APPROVAL yp 2 ACEOR MAINTAIN to FEET of HORIZONTAL SEPARATION BETWEEN 2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK / /
s \ I LEGEND: AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY \ \ \ �
/ to
2. INSTALL CONSTRUCTION ENTRANCE AND ROCK CHECK DAMS, I 3. WATER AND 9:11ER SERVICES PROVIDES BY THE SITE CONTRACTOR. HAS BEEN APPROXIMATELY 50% FILED. GRAVEL. WILL BE CLEANED �
4, ALL INSTALLATION OF WATER AND SEFER MATERIALS AND PRACTICES SHALL EIS - EXISTING IRON STAKE SF - SILT FENS OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS \ \ \ k \
AND SILT FENCES, THEN INITIAM-�ARING. , MEET WITH THE CITY OF JACts°NVALrS SPECRICATIONs = GW = GUI YFIRE yA /
1k \ 1 5. CONTRACTOR ro PROVIDE POSITIVE GRADES FROM RMLDNG ro INKS AND USE SIS SET IRON STAKE
OVI�7 3. CONSTRUCT POND AND INSTALL PIPES- / I a 144.13 FILL AS REQUIRED. ECM - EXISTING CONCRETE MONUMENT TB - TELEPHONE BOX 3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
GA \ 6. THIS SITE IS SIBECT TO SELECT CLEARING AND NO aEAMM WILL BE DONE SPK - SET P.K. NAIL WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE tWI R 4. MAINTAIN STRUCTURES DURING CONSIRUC110N. I I "OUT THE OWNER OE HIS REPRESvrtAmE'S APPROVAL. f- - TRAFFIC FLOW(PROPOSED)PROPOSED
P. / I d I 7. SITE SUBORAOINGt TOP9CA AND INNSUTABLE MATERIAL REMOVAL AND DISPOSAL N/F - NOW OR FORMERLY ) SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A 4+ \
I roP.46.3 BARRIER. s\
5. STABILIZE SLOPES Ac DITCHES AS THEY ARE RT TO GRADE. RIVV 3 ARE TORN REQUIRED E HANDLING DONE PRIOR ro PLAKALL THE SELECT TED IN wTveNCE R/W - RIGHT-OF-WAY -SF- - SILT FENCE
FF (f y �� \YI
e ALL 5 C.D MATS DARDAND
SPIES CATIO BE CONSTRUCTED N ACCORDANCE + .52 \
• 9 � � M.B.L.- MINIMUM BUILDING LINE +2A66 : EXISTING GRADE 4-ALL SEEDED AREAS WILL 8E FERTILIZED, RESEEDED AS NECESSARY, \+35.e0 \ \
6. PAVE DRIVE AND PARKING LOT 1 i ( I \ I WITH ACCESS:
ACCESS
S s .S LIMITS A70 T 27.9 pRppOSED GRADE AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE 4�43\
A L - FTEI 9. SITE Sass AocEss SNARL SE LIMITED ro Two oIR M AS AS SHOWN N ON CA = CENTERLINE PLAN TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER.
7. REMOVE TEMPORARY EROSION CONTROL MEASURES A R AREA HAS BEEN STABILIZED. 1 AIRS PLANA%E A� SHALL HAVE A ENLLED AS AS 9H0An ON THIS FLAN. SL - SECURITY LIGHT \l I 10. ALL PAVOENT AND SAGE BASE SHALL BE INSTALLED AS PER
1 STANDARDS AND SPECIFICATIONS AS SNOW N N DETAILS PP - POWER POLE TC - TOP OF CONCRETE \ \
5-AFTER N ALL DEVICES
HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY \ \
• -�`: I I 1 I 11. SUBJECT ro CONFIRMATION of WATER MEYER SIZE ADEQUACY. -�-f--f'= POWER LINE � = PAINTED STOP BAR MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL VEGETATIVE AREAS
z E.• / , 12 MA�IUM SI LDNG HEHGIT IS LESS THAN 6C CO - SEWER CLEAN-OUT STOP TO MINIMIZE THE EFFECTS OF EROSION. \ \ \
GI: E,,,.,pp' ( .. I I I& AS THIS SITE IS DEVELOPED. ALL MVMRVffAL IIEQBIIDENi4 91ALL BE MET. WV - WATER VALVE 80 = CONC BOLLARD \
NC•->•`` I �� %. ALL POWER PQES• POWER LINES. ETC. ARE TO BE RELOCATED ro ACCOMMODATE
PROPOSED\ II 15. �iaL HRURES PRIOR ro COaTNUCTK*L FH = FIRE HYDRANT STOP STOP SIGN \ \
a'3.45 ^' 1 IS. DEVELOPER TO INSTALL STOP SIGN AS 9400L SSMH - SAN. SEWER MANHOLE
I O \ _
d4 2 j43. ~ I 17. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER R-7 OR TB - TELEPHONE BOX
ENdIFIIWM: DE9011 PREPARED BY: POND DESIGN TO DETAIN STORMWATER I '' 12-8 SCAT. ri = DOUBLE CONC. BLOCK FILTER
FLOWS SUCH THAT 25 YR POST 42.t 1 LTIF 44.08 1& NO NATURAL GAS AVAILABLE EOP = EDGE OF PAVEMENT
CRYSTAL COAST ENGINEERING, P.A. DEVELOPMENT DISCHARGE IS LESS THAN. �1 II �) ffi 19. ALL MANAGE 9Au BE SHEET DRAINAGE OR WflM SURFACE CRANAGE (AS 9DM1} = TRAFFIC FLOw(EXISRNG) 11 PEOES, AN/ \ \ \
aer-5 fl®011 wWT - ISDeaL, N.C. - tx6sB OR EQUAL TO PRE-DEVELOPMENT 1 I ( 20• ALL CLEAN-OUIS TO BE N VALVE BOXES N PAVED AREAS DBL DRAINAGE BREAKLINE 9UERALK ESTIT.
Phone (910) 325-OMB FaX [phone] DISCHARGE 11 60• 21. THIS PROPERTY 15 NOT LOCATED N A FLOOD PLAN ACCORDING ro FEM.A. MAP 310T79-0002 B. FO - FIBER OPTIC CABLES � \
I EFFECTIVE DATE FEBRUARY 15. 1985 . -UC- UNDERGROUND CABLE HANDICAP PARKING SPACE
1F1N►•OrlRfdooe9LsaEino6RLNB.00tm DpM c NaMRDm• Ps / 1 k '� r 22 ALL ETfYMOR LINTS WILL BE LOCATED AM POSITIONED SO NOT ro ADVERSELY AFFECT = _ _ \ \
ANY RESIDDflML LOTS OR ROADWAY TRAFFIC. = GRADING LIMITS
// / 11111 I 111 I PER wrM- Proposed Steel Security Light - RIP RAP CHECK DAM 11 PEDESTRIAN EASEMENT r \ \
GRADING/ER 0 SION AND 25. A�°ST° 'A RE PIPES "t PROPOSEDMw °"S NERImTWORK.
' 1 11 I CCOOMPLERON OF ANY PHASE OF GRADING. 15 °Als 111E - RIP RAP APRON 1, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS \ \
STORMWATER PLAN 27 "� "� "° LSMU. " °"� P"�°`"°°�" SHOWN 1.
= RIP RAP INLET PROTECTION
/ �111- I n. ALL CURB AND GUTTED ro BE SPILL TAPE x'aN9 a CUTTER (UNLESS oTIHLnWISE 9Ho1N). DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY \
/ 41.3 III gl 2e. A WET TAP BY A PROPERLY LICENSES PUBLIC UTRmEB CONTRACTOR WILL BE REQUIRED » = DRAINAGE FLOW DIRECTION MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
FOR THE SERVICE NSTALIATIOII HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE \
for / 43.sz TW c TOP vF wal,k
III"f°O � 2a AL SIDEWALKS FRONTING THIS PROPERTY STALL WI FREE OF aRAOcs, eREAIKs. AND OTHER CLEARLY INDICATED: \ � ETS
/ II III ` DEFECTS PRIOR ro THE ISSUANCE OF A C.O- AS CALCULATED 1 " � E R WITNESS MY
gS10N
PHOENIX PARK, PHASE II I, ,,, I � AL ARE �� O NOTED,CONCERN (WE%AffM- ETC.) BMT ,�
GINAL
SHOWN.I
_ _ _ -
/ / /32. NO PARKING ALLOWED WITHIN THE FRONT SETBACK. 50'M.B.I. ti..w._- � '- -� -OTMRIISWAprOET �20 UM AND SEAL -- -\�
PREPARED FOR 43.57'�� �' 47.0 TOP OF ' A'JG 0 1 10i05 ` � ° 5�°_e a: U
EAST CAROLINA COMMUNITY +44.20< , 4054 _�,� /
-3.4B � � II II / _ L \
DEVELOPMENT INC. 4 .2 a PROP GB B 1 I` (✓ _ ..4?.
E;tr TOP OF 5•wp.. TUP.44.6 INSTALL 6 LF 15'RCP - • . Q \
..•,,. so.=GRADE
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC '45� +a41 11 // - - _ - aINe-ao N TOP CIF o OHN
REVISIONS PREPARED BY `m J '�4s 3s + �* 4u.1< / ^° �•_ • +....1 '
4/30/03 • JOHN L. PIERCE & ASSOCIATES P.A. g 5a =}---- / -2 s 7 46.68
'..'. � ,.,. CURB.4S9 "•• , m1
5/6/03 9 • R/w / 46.92 4&2 + + +45.83
7/1/03 PER CITY TRC 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 "`79 - - - - a6.5s ____ ,�_ _ „� _ _• _ _ _ _ _ __ �_� -_ - - - - - - - - -_ -_ - _ _ _ _ s
7/2� PER CITY n� PHONE: [phone] DATE: DECEMBER 17, 2004 / Hs. 7 r as.4s 1 4a.57/ 5'RCP R/w of
34
COUNCI9/2/03 ADDED CITY n > 46.17 / / / �- ---- S
43.94
3/28/0 CONDITIONS.TRC ALE: 1 =40 F.B. TITS PG.18 OWNER/DEVELOPER: _+_X -T - -
4/28/05 PER ARC EAST CAROLINA COMMUNITY - - - - - - ' as.e3 +45.48 44.e4 y µ.zs WILD, s�
4/zz/os PER tRc JOB # 228121 FILE NAME: PHASE2 �EYELO�MENT INC.HNC_ - - _ _ - - _ _ _ - _ -_ -_
58/Ot 3/as PER PLANING 315 TURNER STREET 4s.98y - - - TOP.44.73
BEAUFORT, NC 28516 FLowuNE-++•081� 'SMP N.C.S.R. - 1308 - GUM BRANCH ROAD (89'R/W) Public
5/24/05 PUBLIC 40 20 0 40 ISO 120 252-504-2424 -- - - -- - --
UTILITIES
6-22-05 per City LINE SEARING DISIAME Council -
8-05 STORMWAIER SCAM IN �T L2 S hc'22'31' E 31.34
7-26-05 STORMWAYE R REF:D.B.1999 P.899
M.B. 44 P. 94, SLIDE K-1791 SHEET 2 OF 10 \ PLANTATION
R BLVD.
' P

DEWEY
EXISTING ROAD ''</•IlrMaHwm.raOINK ' rr I a+"ceNzzx3e
_T
6.5' OR AS NOTED BRICK 1 ,• 1 { ` , { • "
PIPE D VARIES
6. CONC. aIRDUr
PIPE D + 12
1 2" BITUMINOUS O
PAVEMENT n �
8"ABC STONE
(TYPE SF 9.5 A) f ,S r x Tr
RAW R,W I II 0000aaoaoao "D°
2500 CONC. aoaannnnnnn • ••a • •8' 3 o' e' s. e'50' MIN. � *. i"" 5'0'
TYPICAL PAVEMENT & SIDEWALK DETAIL LENGTH A ,tiff.:• A
NO SCALE
i
1 V-r PLAN VV V VARIES , ' •h.C• '•`" T• 1't "�T
TYPICAL DROP INLET
CONSTRUCTION '„ h ' =* aeM."'m +cti �; NOT To SCALE
ENTRANCE
PROFILE I sEmsrn PREPARATION NOTES �'"
12 MIN.
(SEE NOTE) WATER 00N MEASURES TO INSTAL�D ACCORDING ro W� ❑ ❑❑ ❑❑ ❑❑ ❑
G E 0—FABRIC AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE r-e" DEEP. ❑❑ ❑❑ ❑❑ ❑❑
PLAN VIEW INSTALL OPAQUE LOOSE ROCKS,
DSO THAT HEYYiROT� I OBSTRUCTIONS THE TALLEBE�"ENT THE AND
FENCE AROUND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEED PREPARATION. _i i_Ti_iTi-i wAo 1=1 =i -i -1T_
DUMPSTER PAD AT FINISH GRADES 94OWK SHALL BE REASONABLY SMOOTH AND UNIFORM.
IF NO SOIL TEST is TAKEN. FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPEORCATIONS ABOVE IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUER —
Construction Specifications PHOSPHATE.
IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST —
1. Stone size - Use MSHA size No. 2 2"-30) or AASHTO REPORT
LIME AND FF3tTIIJZER SHALL R APPLIED UNIFORMLY AND MIXED 1MTM THE SOIL MA VAN
designation M43, size No. 2 ( 2"-3"). Use DURING SEEDBED PREPARATION. 1101,BL C001ETE �iYyr FILTER AROUND CATCH BACRN -NET 1Yx ie'x 1/e AUMINOM HANDICAPPED ACCESSIBLE
crushed stone. -- -_ PARKING SIGN 07-e OR R7-eA BOLT TO
2. Length - As effective, but not less than 50 feet. arsBWITH 3w�UM PLATEDe , s
SEEDING SCHEDULE(INCLUOING POND SIDE SLOPES) 3. Thickness - Not less than six (6) inches.
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABUSH UNIFORM 4. Width - Not less than full width of all points of PERMIT PARKING
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO IM{-Se ND ON
ww GROUND
SEED BED. DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. ingress Or egress. Minimum Of 12'. 1
ZOMI
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY 5. Washing - Men necessary, wheels shall be cleaned to e„ SURFACE
TOW-A1'Mr
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK remove sediment prior t0 entrance onto public right-Of- '
WHERE SLOPES EXCEED 41L MAXIMUM12'x ON 1/4' ALUMINUM SIGN R7-BD
Way. When washing 19 required, It shall be done On an T 'MAXIMUM PENALTY 0250"(G.S. 20-37.e) FINE
MATERIAL APPLICATION RATE area stabilized with crushed stone which drains into an — •, y ,y y, ,y
LIME 2 TONS/ACRE approved sediment trap or sediment bosin. All sediment
1111
FER I�z 10-Hto 1a�oo PPO Np�A shall be prevented from entering any storm drain, ditch, _ t, �77 I y y y
a watercourse through use of sandbags, gravel, boards ITT _ r Nt II' r
APRIL - JULY or other approved methods. I I— N ww w y
FESCUE, KY-31 50 POUNDS/ACRE 6. Maintenance - The entrance shall be maintained in a SECTION *A` - •A• h- lANOSCAPED AREA CURB (TYPICAL)
19
BERMUDA (HULLED) 10 POUNDS/ACRE condition which will prevent tracking or flowing of W W y CURB (TYPICAL) 2,x r STEEL TUBE EXTEND INTO COW- FILLED ,
JANUARY - MARCH sediment onto public rights-of-way. This ma re require PIPE WHIT. PROVIDE WELDED WATERTIGHT CAP,
FESCUE, KY-31 50 POUNDS/ACRE PY q I- PAINT YARTE
BERMUDA (UNHULLED) 20 POUNDS/ACRE periodic top dressing with odditionol stone as conditions •Y �Y y •Y
RYE (GRAIN) 25 POUNDS/ACRE demand and repair and/or cleonout of any measures used to
SEPTEMBER - NOVEMBER trap sediment. All sediment, spilled, dropped, washed or DUMPSTER PAD DETAIL
FESCUE, KY-31 50 POUNDS/ACRE tracked onto public rights-of-way must be removed
MULCH 2 TONS/ACRE immediately. NOT TO SCALE
ASPHALT
ASPHALT TACK 300 GALLONS/ACRE
NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS.
NOTE: RYE GRASS OR WEEPING LOVE GRASS SHALL NOT BE USED. STABILIZED CONSTRUCTION ENTRANCE (D-5) PAINT PIPE BASE WHITE
NOT TO SCALE
,I
$'ASPHALT CURB
EXTRA ROUGH PAVEMENT
BROOM FINISH
FINIS
y EIS A -
Nb M LE ..
1 TRUNCATED DOMES WITH 0.0 / LIMITS OF
INCH I AMETEK, 0.2 INCH HEIGHT AND COLOR HARDENER
SPACED ON 135 INCH CANTERS SHALL BE
INSTALLED ON THE HANDICAP RAMP. THE ;%/ LANDSCAPING PROTECTION B• DIAL STD. STEEL PIK FILLED WITH CONCRETE
RASED DOMES AREA SHALL BE PAINTED / / VERIFY W/ �767§UU W/05-14' LONG REBARS EACH WAY TRU PIPE
PLANTING SCHEDULE OR COLORED 'BATTLESHIP GRAY' PER / '
yQg PLANING SCHEDULE APPLIES ONLY TO VEGETATED SHELF. NCDOT SPECIFICATIONS FOR ADA / / .rgNL DLVGS.
COMPLIANCE.
SPREAD 4" TOPSOIL OVER AREAS TO BE PLANNED AND ESTABLISH UNIFORM GRADE 1'-B' DIA CONCRETE BASE
PRIOR TO PLANTING. PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN THE o 0 0 0 a
SHELF o000000000 •L •••
UNITS OF THE DESIGNATED VEGETATED ELF AT A DENSITY NOT LESS THAN ONE o000000000°00 \
PLANTING PER SOUARE YARD: °0° !I 'O 0c 3" 119.D B 2" S 9.5 B '
a� o°° .� �; •�
SCIENTIFIC NAME COMMON NAME °000000000 0o OV
Paltandra vtpkhW m Arrow Aru o o?o 0 00 0 0 0 o qt• /
smitorla IotHdlo Arrowheod/Dudt Potato °c`-_co°oa�o° 0 aG•C� Q, 0
Mdropogon rHrglibus BrooLi
mssdes o000�0 ; (F' �, CURRENT STATE. LOCALPARKING
CODES !AD�� CONFORM ONSW
AndropoeWh glonsratue Bushy Bwrdipan NOTE HANDICAPPED 00 G�
CeeratophyNlurn DWo«.,m Coontol /� ` `�/ '�� 00 00
Scous pmgsns Common Three Square / \� '� 00 00 00 O 00 O
00 O 00
Lonna s c and Tal .� O O O O O
Saumrus wmuue Lizard Tat / �O CJ O O
NIDMcve moseheutee Marsh IHbMaNs b k' 00 5" B 25.0 B
Pontederin cardeta PlekerMWsad
PPotmopto4sw aap..tMa� Ruda�. �1'%y 00 O 00 O 00 9 00 00 HANDICAPPED PARKING SIGNA
Corex Epp. Sedges �G,� ,Q. NOTE: 00O 0 O 000 0 00 0 nor ro SCALE
sckpus rcMus soft Stem Bulrush Q" RAMP AND FLARED SIDES ONLY TO BE
PolygoJurcus n fs Opp. Soft
Rush
eed ��OV 41' COLORED SUNSET YELLOW W CHROME-
Junous Ntsum Soft Rush /• G /
Nuphar luteum Spatt4rdoek �t� / �,, i � OF HARD COLOR HARDENER USE STAMP
Ponloum vewtum Switch grcp d' �tjC NG+ '� "HR-100" ON RAMP AND FLARE SURFACE TURNING LANE N C S R 1308 PAVING DETAIL
Aoorus edomm Sr w Ma
EW" oanadensls Waterweed T A
vcien.rla amwkma wed Cwry �' NOT TO SCALE �R0
ZIMIC aplatica MCIRies
�p6 HANDICAP RAMP DETAIL N.C.D.O.T. WILL REQUIRE $XX.XXX
NOT TO SCALE PERFORMANCE BOND
HANDICAP RAMP DETAIL
NOT TO SCALE
RAIRAWOLET I1El MY IRAeO MM
WYA
FAME OR EOENT>ECIRLI TO vIR
WIN METAL OURS OR'ARE AT r OFF
12 aAUQ 4'x4'OR 2W WEGED EWE TOO®O IO CENTOILPRUDRM \
TO OAK TSO�MOM STAPLES. at IAS1em \\ R1.3/ now 7 x INSIDE
MAN= SWUM STORAGE LLwL. REMOVE \ DI A. OF PIPE NITER/SEWER DESIGN BY:
�^aR�DBY A,T�°.MEC,a�. � CRYSTAL COAST ENGINEERING, P.A.
3817-3• \�\\ s, M
CDOM Phone [phone]*0006 gVal ((910) 325-OOBOB
6/ REMOVE AND REPLACE O O
TFww.crystiklcoastengineeEing.com David & Newsom, PE
a as'
30"CURB & GUTTER
PaRs' `�j��• W/45' RADIUS
3CC33 O
-DO NOT ENTER" 1 . ' •� DETAIL SHEET
SIGN
' P,o.o f'� o r
R7.C•
5.o 5 x INSIDE
—� AS NOTED R.C.P. DNA. of PIPE PHOENIX PARK, PHASE II
'DO NOT ENNIOY 'LEFT TURN PROHIBITED' O
SIGN SIGN � PREPARED FOR
REP AI CRAMP O
To NCDo7 eE CITY of � EAST CAROLINA COMMUNITY
—
WAWRALOMDE JACKSONVILLE STANDARDS
Dow APPRDCMA11ILY 1r or rAm Nm inox DEVELOPMENT INC.
I}hsgOD1I7. ON.M SM Ain TAMP INAaaRL
r� —=111OMtrl��rlaym SIR)TRdW. N.C.S.R. - 1308 - GUM BRANCH ROAD (89'R/W) CLASS A RIP-RAP JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
3 x INSIDE
META.DOM ERR 4W WAIFD WOOD POWs AT r DIA. OF PIPE GEO—FABRIC TO BE PREPARED BY
L OFF MINER MAXIMUM CEDAR AM WOOD POSiS W O AD -- _ _ _ — — — —_' —_— — —_
NW 71IB?MMM.Y. _ i— INSTALLED UNDER JOHN L. PIERCE & ASSOCIATES, P.A.
PLANTATION i� — — — RIP-RAP APRON RIP—RAP
`\ BLVD. OUTLET PROTECTION 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
�— (NOT TO SCALE) PHONE: [phone] DATE: DECEMBER 17, 2004
RIGHT—IN DRIVEWAY DETAIL REVISED 3-28-05 SCALE: 1"=40' F.B. 741A PG.18
REVISED 4-25-05
rr=30' REVISED 5-13-05
REVISED 6-9-05 JOB # 228121 FILE NAME: PHASE2 SHEET 6 OF 10

135.25
RET. WALL" ")
�S
NORMAL POND
(ELEV 40.70)
29.00 109.25
RET WALL (TOP ELEV 46.0)-�-�
1" STORAGE (ELEV 41.72)
w m �
_ o VEG. SHELF o o MAIN POND R2�
INFLUENT � 39 134.32
1 �
PIPE a J 37p 148.82 121.51(NTS)
u; 00 = \ \ NORMAL POND
3: 1 o > `^ DETENTION POND AREA (ELEV 40.70)
SLOPE CO J BOTTOM
w (ELEV 35.70) 1
v� 36 RET. 'WALL---fie-
38
OUTLET
40
_.�NORMAL POND ELEV 40.70 - � RET WALL (TOP
42 ELEV 44.41) RET WALL (TOP NORMAL POND SURFACE AREA 8,200 S,F. 2 EL= 40.70
w
�- ELEV 46.0) 1' DESIGN SURFACE AREA = 9,470 S.F. 2 EL= 41.72
RET WALL (TOP ELEV 46.0) GL B„ APPROX. TOTAL POND VOLUME = 21,844 CF
SEE SPILLWAY SECTION_ ACTUAL FOREBAY VOLUME = 4,690 CF (21.5% OF TOTAL VOLUME)
STON
ANTI-SEEP
30.0 COLLAR
ELEV 46.0
PROP. LINE
ELEV 44.41 "�roP RET HEADWALL
WALL n v=40.57
EMERGENCY SPILLWAY Top=45.0
SPILLWAY SECTION (ELEV 44.41)
NO SCALE Pond Dimensions & Layout
Treatment Pond - Plan Scale: 1" = 20'
Scale: 1" = 20'
LJ L1
w
LI Q-
F L.1
w 1 RAJH RACK" `-
w
SEE DETAIL -'
,
SEEDING SCHEDULE 4 -'.. AL IM
Ia
PLANTING SCHEDULE
SEEDBED PREPARATION NOTES- NOTE- ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED VEGETATIVE HUM PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE FILTER -�-
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. VEGETATION. TI]F
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE - -- -- -- ----- ------
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP. SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM PRIOR TO PLANTING. PLANT ANY TWO (2) (IF THE FOLLOWING SPECIES VITHIN F_I_F V 1 A.jil
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND SEED BEG, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. ONE PLANTING PER SQUARE YARD. _ -.Ef pML1AP( W[ IP
MAINTENANCE O' VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, APPLY CLEAN STRAY MULCH OVER SEEDED AREA AND ANCHOR SECURELY _ La°- [.I E V P =--4 1 I-a --- AI_I-iMINIIM T�r�=F; F'A�_h.
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM, WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK SCIFKTIFTr_ MANE -- _
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING WHERE SLOPES EXCEED 4X. Peltandra vlrpNa Arrow Arun
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER Saggltarla tatfolia Arrowhead/Duck Potato I'-_; DIA. E.LJF i-'L _iATE I'
PHOSPHATE. MATERIAL APPLICATION RATE Andr•opogon virpNNcus Br•oonsed9e ,11. IM PI'�E-
Andropo0tn gtoneratus Bushy Beartlgrass P PRIMARY WEIR
\ -___ _____.
3. IF SOIL TEST IS TAKEN, PROVIDE LINE AND FERTILIZER ACCORDING 10 SOIL TEST EI.-E V '•C'" 41.7c _ r
REPORT. LIME ON 2 FUNS/ACRE TYPha sPP• CattM -.- __..J If _-__. -.__ ..
6. LINE AND FERTILIZER SMALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL 20% SUPERPFgSPHATE 600 PONDS/ACRE Ceratophyllun DWQersun coontall 1 _
DURING SEEDBED PREPARATION. FERTILIZER00-10-10) 1000 P"DS/ACRE SCOWS Pungens Common Three Square LD
[JI J T L E T [ I F'[- INV. I
Lean spp. Duckweed ELL`✓ -"I1' 416 j0 .. I
APRIL JURY Soururus cernuus Lizard Tall .. i'1-I AIL
Hibiscus moscheutos Marsh Hibiscus -UN- BT1T T[TM_ ____ _
BESCUE, (HULLED)
30 PONDS/ACRE --
BERMUDA (HULLED) 10 POUNDS/ACRE Potw%oge a cortlata Pond Weed!
T ILL -` __...E L E V 9 7(1
Patanagrton pectkwtus Pond Veetl -
�� Leersla oryzokles Rke Cutgrass
r.`. .'..- JANUARY - MACH edge
.•'pc` "�'' , r FESCUE, KY-31 50 POUNDS/ACRE ScI pus vv0dus Soff Step Bullrush
• BERMUDA (UNHULLED) 20 PONDS/ACRE Polygomun spNa Snartwettl
RYE (GRAIN) 25 POUNDS/ACRE Juncus effesus Soft Rush
AL ' Nuphar lutrun Spattertlack Riser Trash Rack
I48 = SEPTEMBER - NOVEMBER Panlcun vergotun Sweet Gass
ENgNEERING IX:SgI PREPARED BY: � - FESCUE, KY-31 30 PONDS/ACRE Acores colones Sweet Flog
CRYSTAL COAST ENGINEERING, P.A. Etodea canodensls Vaterweed
-.F� _ �'p MULCH 2 TONS/ACRE Vallsnerla americana WRd Celery
3817-3 NRBRDOI( WAY - BUBBBT, N.C. - 88889 •✓,.;.�ti!-F �, a, Ozonic aquatica VRd Rice
Phone [phone] Fax [phone] c. !( �1•, ^J\U ASPHALT TACK 300 GALLONS/ACRE
www.crystalcosstengineerinE.cona David L Nmracan. PH ^ 1 i NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
' HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE. Embankment shall be constructed of
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND uniform native material (free of excess
AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR silt, rock or gravel, debris or vegetative
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY 'OVER-EXCAVATE' THE POND IPA >H i-A( H
i f 95%d t o maximum dry t)tter compacted o
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, ma ;L[_ ;J[, I All
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED density in accordance with ASTM D1557
TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE (8'-12' Lifts) M I, a"" 11411i ,TEE_! `
PROVIDED. No 5 Bar 'U' Strap LAtC
(Coat w/ Bitumastic) 10' (Min)
Outlet Structure Berm
(See Detail)
Ret Wall To Ret. Wall
P
��Flll Elev. Varies (Design By \-FILL Emergency Spillway (100 yr. Flood Elev.) Mll: %• FE F'I [ �I I ,
Elev, 'E' (I00 r storm) _ Others)
�EI Ii! NMI_
Ret. Watt Bottom Etev. 'D' (25 yr storm.) A _
Imn
DFIII I I - WELL
Ret. Wall _ 3' Veg. Shelf - F 1
1 - R-I [ NJ GAF' TACk
Elev, 43A 1 I- l D HAFD APE L[JTH -
(Design By 3 Elev, B Elev. C' (1'Design Elev.) v H I r .EN RDV ' ' T1F.IFICE c
Others) 1 Outlet Pipe (Size and -
Elev, 'H' Permanent Pond ateriat per Drainage Plan) 4 "!Nf nlrn ,fir. "-rii
-
1 E 11
ill 1
Draw Down Orifice �Antl-Seep Collar Outlet Protection
ST ORM WA TER DETAILS 1 2 _Ui (See Deta10 2 �Anti-Float Block (See Detail) (See Erosion/Sed. Plan)
for 1 1 b 1 lt� No. (60 CF Concrete) Anti-Seep Collar Draw Down Orifice
= Etev, 'A-l' Bottom 57 Stone
PHOENIX PARK Bottom
, PHASE II
ELEVATI❑NS SCHEDULE
PREPARED FOR LOCATION DESCRIPTION F_LEVATrn_N
Outlet Structure Details z
Foreboy Main Pond 'Al' MAIN POND BOTTOM 35.70
EAST CAROLINA COMMUNITY -- -- - --- - 'A2' FOREBAY BOTTOM 35.70 No Scale
DEVELOPMENT INC. 'B' PERMANENT POND 40,70 P
'C' PRIMARY WEIR 41.72
43.39
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC 'E' 100 E YEARRLOODIR 44.41
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD46-9 JACKSONVDEC NC 28540 (:!244KD
PHONE: [phone] DATE:DECEMBER 17, 2004 Treatment Pond - SectionSCALE: AS NOTED F.B. 741A , PG.18
JOB 228121FILE NAME: PHASE2 Scale: None (Vertically Exaggerated)
SHEET 7 OF 10

N/F � / /
+45.61 pTY OF J'CKSONNLLE \ 10
N/F - +a6.61 +45.71 & UTILITY EASEMENT20' ACCESS/
ZONED B-1
W i
PERIMETER PROPERTIES 1 +45.10 VACANT 40' INGRESS/ EGRESS k
WE
PORTION OF M.B.23 P.132 1 REGRESSAMLITY EASEMENT -_ __ -' -- a3� 42_\�
ZONED 8-1 - - a0.a5// QQ
VACANT I _- -_ '-- _ 4a 3�' \ Sd
- - - - - - - - - - - - - .-_ _ +a4-70=- - - - - - � - - - �_--1"�'--�-T-�� _GIs- _ W" B(1 '1"1S'�
\ ) S 41'48'34" E 918.84' - - - +aa.61 - -d6- +44_55 - - �_ -43 45.79 \ PI, 1 7
+45,70 _- / I . \ - 44.81 - =. - - _ - 4��---- _ - - _ - - - - 40.06��% rSl\ �_ - E r-- d2.22 543.Yy- - - - - - - -- -44=- a3 - -�SS.36 INV.�_ WV.
aa. t - _r - _. - - '_.F 4-209'_ - =-�1'W-+44.86�-_- -� -� .� .� \ \
I 44.91 a4.9t 7. 3 3.6} - - v4a'.Y5- WV \
E5 CONIC. CONTROL CORNER / _- _- -- _- ` --a6.0` -- -- _ r -\�• GUM BRANdf RD
$ 41'48'34" E 105.44' - '^ SUFM •-r- -\` I \ \ \ \ \ O.D.0.0. wION 4
-- -- / % 10' BUIl1MNG SETBAp( REMAIN NA +y5:80� P SUBdN51d1 C
/ -{, a M.B. 4 P.79 S y
- _ DRIVEWAY >
1C_%9L15 G SE9ACK -- -- -- _- _-_ -_ -_ _- -- +44.73 -- 44.93 _- -_ +44.53 _- + 44ib'
44.63 .�\\ / I 20/�- ...�- e•p�
T \ 80'MCRE95,EQtE55.REGRESS.
__ D.I. •S / DRAINAGE A UTILITY ESMT.
_ \INv_4o.Os'\ \ \ \ \ VICINITY SKETCH
r / / TOP-4J6 \ NOT TO SCALE
I \ I INV._43.30' I I r \ \ \ \
D.I. TY P.V.C. G1VZ e \ \\ \
v
20'DRAINAGE & \ \ \ / \ I \ TOP.45.89' I \ "3
i•v EASEMENT �\ +44.51 5.71 4.81+ +44.4t +47 MV._42.9Y I 1 I O^ \
D.I. E D.I. )
+45.e0 +44.} 1 TOP_44.31' 2 R.C.P. TOP_44.18'
I\ / INV._4283'I I INV._4233' D.I.
of
may ,2. NV._42.57 \ _ �\ fp� \r\\\ \\ \ \ \ \ RIVER OF LRE INC.
1 I P.�� Y \
a M.B.31 P.DO
ZONED CUCNUB�Nl O.D. SANDY
EXISTING Gc a< , P / C 6' '•tGR pG•\ \t\\ `'0; \ '� SUBDIVISION
+44.34 +44.44 +�04 +44.24 IaI I �` -- -- `
�'N(� o\ . \ $ M.B. ♦ P.79
I5.90 h / I }0.�c a / i I I f ?r ! Mv._39.49 \ \\ \ $�1
/
/ / �m SEMEENNT DRAMA �^vSQo 44 I I U I U I I/ f I I7 ` D.I.
+also TREEUNE �/ �_J- TnP_4s.78' Y.•
i I I ENTIRE TRACT WOODED +4a23 +44.33 +a4.23 �\J� l�6 A
J
THIS PROPERTY IS NOT LOCATED IN A FLOOD P AIN ACCORDING TO F.E.M.A. MAP 3 701 78-00 02 B, I�I� I v r\ \ \ \
EFFECTIVE DATE FEBRUARY 15, 1985 . °5� I - - - - �� I D.I. _ \
+45.10 44.86 --. INv._{299' 1 I ' D.I. /�,j"/�� > /// \
/ PHEOIOf PARK. U.0 TOp.µ.01' � / INV._39.14' Y \
< I + + +4516 +44.06 +43.96 1 ,� D.I.
I I I I - ZONED 8-1 INV._41.72' / \ �JQ,//f
W 45.36 \ H / \ / ^ N TOP-* 1 F C _ .- _ USE: APARTMENTS \ / ' V/
THERE ARE 0 SAS OF E\ONNENTAL �NCERN EXCEPT CSC OWN. t INv_43.30 ��I I- I7L -}I--I j� T _ _7� Y_(� - _ \�, 45.441 \\
DTOP_48. FH I I I It
I� I I ' ��-.I"' I i I �� Zt / /�\ X' INV._40.88' GQ
Mv..43_5= 1Y p.v.eLV \ / 329 LF 8'SEWER •0.461f I I I U /
a -�J_� Oe \ \ \ \
((\/
a5.2a. 44.+8 +aa.79 aa.z8 +44.08 +44.28 s .1 / 20•Utln �' -�
Y` a$,�
/ M.H. I I I i l lERM
/ I NV 3911 44. 7 L 44.44 + --1.� U L I_L L I y v/ \ '. '` \ \\ �J.�,
v/ -
+44.55 +44.43 44.02 / I ,y D.I. �� ' I I ` INV-�.O' ` '•� \ 2aror
/I TOP_46.49• / I I L-) 1 I I 1 / i \'.,,. �.\ i 26' W
INV._43.59' ' ,/ 1_-VJ7. ...-__........ILL -L_1 yI •06 \ ��11 \1`\ \ N.GO.S. MON b011 2'
N_38.86.5
+64.51 +44.21 +44.07 +R5.11 / \ \
\ \ �V '�A' 1 E_2. .256
I I \\\ 1 A AV \ \ \ M,A 1E�RIJME HAD e3
I � ( 43.6 .6 A ���` C\` 1 �
+43.8 I 4 1 6.98 I I DTOP_45.70'
a o t 11„ I I INV._41.5Y
l e I II
VA\
L � -a,T�l+ t2o• DEEP
s.e7 5 TANG
+4.40 44.30+ 44.00- +43.80 1 1 0 �� I I E_� Y G..nn yl V '`. AA `1 •��' A \ \ \ ����'
44.9(� + \
20' TYPE-A- 4398 4�i DTaP•4a.43 �P v. 9
BUFFER TO 42, w C,
i I REMAIN NATURAL t / \ \ T IINV._43.{T
O
+44.91 \ \ � �33'
\ \ V C \\ \
- _ \ ff
15'UTIUTY EASEM T �• D.I. I' TYPE "A' BUFFER o4 $ p' -
- ) TOP_4e.43' P.V.0 D.L
+44.60 < +43.89 7 M.H. MV._43.OW TOP_482. \Dom-
_ \ 4�a \
-23'Bw_ DL-ING 1�ACK_- i ---_ +\ D+1 7 T V-37.31 - _ _ _ _ _ - - - - - - _ _ - _ - \
\ T_ S 45.70 _
13J LF 8'SEMtER O .53x 3.9 �INV_37.26 12' P.V.C. MV._42.2{• tY P.V.G - - \\�
+44 _ _ _ -+a5.0} _ - +-r3.B6 _ _ a St 19\\. \\� \ \ \
43.45 �-- - - - +4l - _ - - - - - _+1.4.ZI = - 44=_ - - - _ - - --a�+�== -_- -40 _� �_ �� .�GA3.. T \ S
44.5C 43.49 44.76 43.9e 4d.0 \\ -41- - .'SL-- - - -78.7J= 39+i-- �5'..3- - - - - - - - -. - - - -39-JT.72- - - - - - - - - -
44.45 44.16 t35 - - - ._ _ - ._ __. -_ _- �3�- _ - - - - - `-
4a.13 N40'03 41 W 414.65 4.1 \ \ �43'47 - - - _ - # 40'D3 71Tffi.�5. _ _ _ ._ - _ - - - - °1 _a2 - - - - - - - - - - - - - - - - -- - - - - - - - - --. - - - - - - - -4t- 4C-8DCw37. ;/ 30'R NV._37.pt+7.77 \
LA
I EIS N 40'03'41=W 105.39 CONCRETE CONTROL CORNER - - - - - - - - z3.- -.4e39-. - - - - -�x3-e,-•- �� i.4- - 2.9a -' 2.6s ''ll
L N� v I I v ' '7S77.00 \
PERIMETER PROPERTIES M.H.
PORTION OF M.B.23 P.132 TOP_45.06' f I 20'DRAINAGE & ��� PERNE70 PROM11M TpN l5.0' DEEP \
-_ ZONED 8-1 INV_36.53 \ d UTILITY EASEMENT PORTION�EDM.� P.132
\ \ \ \ \
/ +as.t^ I I
�� VACANT 20'DRNNAOE R� CONSTRUCTION NOTES VACANT
�^ UTILITY EASEMENT-.
+4419 +44.99 I +aa.39 i. LOCATION OF ET097I1G WATER AND SEVER MAINS TO BE VERIFIED AT 11E
784E OF CONSTRUCTION. oJ' '
2 CONTRACTOR
CTO SEVER MAINTAIN
10 FEET OF HORIZONTAL SEPARATION BE1W®I LEGEND:
i \ \ 3. WATER AND SEVER SERVICES PROVIDED BY THE SITE CONTRACTOR. SF - SILT FENCE \`
\ I EIS = EXISTING IRON STAKE
H/F \ \ I \ 4. ALL INSTALLATION THE CITY
Y WAIER
MATERIALS AND
PRACTICES BNFLL SIS - SET IRON STAKE
SEVIERGW = GUIDE WIRE \
PERIMETER PROPERTIES �45� j i \\ 1 5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING To WALKS No USE ECM - EXISTING CONCRETE MONUMENT TB - TELEPHONE BOX 1 \ \\
Pf�R`IION OF M.B.23 P.132 \ 4a.t3 FELL AS REQUIRED. Qt\
ZONED B.2 6. IHIS SITE IS SUBJECT TO SELECT CLEARING AND NO GEARING WILL BE DONE SPK = SET P.K. NAIL 7+
VACANT I WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL N/F - NOW OR FORMERLY \ \I
7. 917E SUSORAO#a TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL �J
ARE REQUIRED TO BE DOFF PRIOR TO PLACING THE SELECT BACKFILL MATERIALS. R/W - RIGHT-OF-WAY T'F \ + 52 \
+45.T \ S, ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN AtOORDANCE M.B.L.= MINIMUM BUILDING LINE }35.50 \ \
I \ WITH N.CD.N.R. STANDARDS AND SPECIFICATIONS CA = CENTERLINE 4\43
9, SITE ACCESS ACCESS SHALL BE LIMITED TO TWO DRIVEWAYS AS 9HO1I ON
1 THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCES A5 9HOFM NI THIS PLAN. SL - SECURITY LIGHT \
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER PP = POWER POLE
1 STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS. --E-E-E-- POWER LINE
11. SUBJECT TO CONFIRMATION OF WATER METER SZE ADEQUACY.
1 12 MAXIMUM BUILDING HEIGHT IS LESS MAN 60' CO - SEWER CLEAN-OUT
I I 1 I 13. AS THIS STE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL IE MET. WV - WATER VALVE \
14. A �CONSTRUPS LINES, ETC. ARE TO BE RELOCATED TO AOQNMODATE FH - FIRE HYDRANTPROPO \ \ \
I I& CONTRACTOR TO LOCATE ALL UTILITIES PRIOR 70 CONsTRUCTIOL SSMH - SAN. SEWER MANHOLE \ \\ \
4 .45I I 16. DEVELOPER TO INSTALL STOP SIGN AS SHOWN. \ \
44.26 17. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE ETHER►7 OR TB - TELEPHONE BOX
43.78 I 12-8 SON. EDP - EDGE OF PAVEMENT IIWDE9TRIAM/ /� Q
421�1 II 44.08 18. NO NATURAL GAS AVAILABLE - TRAFFIC FLOW(EXISTING) SIDEWALK ESMT.
10. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE ORNNAGE AS SHOWM). `
SITE DATA BLOCK: 20. ALL DEAN-OVTS TO BE IN VALVE BOXES IN PAVED AREAS
21, THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F-FI& MAP 370178-0002 B. FO = FIBER OPTIC CABLES HANDICAP PARKING SPACE \ \
AREA = 5.S V I eN ACC EFFECTIVE DATE FEBRUARY 15. 1985 .
EXISTING USE= VACANT � + EASEMENT I 22 ALL EXTEtlOR LIGHTS WILL BE LOCATED AND POSITIONED SO NOT TO AVERSELY AFFECT -UC- = UNDERGROUND CABLE \
NUMBER OF UNITS 0 d ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC \ 4
% OF SITE DEDICATED TO OPEN VACE = 0 • �I I I r .1EDVER DETAIL. Proposed Steel Security Light nT+EDESTRIAN EASEMENT \ \
24, PROPOSED ROOF TO BE PIPED INTO PROPOSED DRAINAGE NETWORK.
ZONING - B-1 1 25. ALL w AKLA5 WI. m STASUZED WITHIN 15 WORKING DAYS DIME I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS \ \
> COMPLETION OF ANY PHASE OF GRADING.
25. THERE ARE No SIRUCTURES WITHIN 50' of THIS PROPERTY EXCEPT AS FROWN. DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
/ S IIIIII 27, ALL CURB AND GUTTER TO BE SPILL TYPE 24'CURS k GUTTER (LNLES3)7HERWSE SHOWN). MADE UNDER„MY ,SUPERVISION (DEED REFERENCES SHOWN \
EXISTING CONDITIONS MAP nL A YETRT TAP VIA PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR w BE REQUIRED
/ 41.31 III FOR THE SERVICE MSTALLAl10N. HEREON�,II11 TF4j OUNDARIES NOT SURVEYED ARE
for / 43.521 III44.58 ` 29. ALL SIDEWALKS FRONTING THIS PROPERTY SHALL BE FREE OF PUCKS.EAKS, AND OTHER CLEARC Q�dIG 7 6... . THE RATIO OF PRECISION \
DEFECTS PRIOR TO THE ISSUANCE OF A CO.. AS (Y1L UR • WITNESS N \ e Es
ORIGIN TUR y�l '19SURE NUMBER AND SEAL
PHOENIX PARK, PHASE II - - �1. ALL EASEAREAS
F ARE PUBLICNMENT UNLESS CONCERN
RN OTHERWISE NOTED. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
/ II III / _31. No AREAS OF ENVIRONMENTAL coNf:fla EXCEPT As SHOWN. THIS
50'M.B.L. 96
/ 43.�8 Illy �n NO PARKING ALLONED WITHIN THE FRONT SETBACK.
J TS5TSS
\ ® ,
PREPARED FOR / 4 . lalll v \
EAST CAROLINA COMMUNITY `420c , \ 4G.5aj= IIII
�3.48 / M.M.
DEVELOPMENT INC. 4�2 46TZ, 4s-64 Iwo TOP_45.62
\ \� \ \ II( /�// - - - - J 2s9 LF 8' sEWI:TR a 0.381L MY_36.es
_ _ 400 LF 8'9EWER O 0.42%
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC �4s` > yyl�4°t ,�// 4 �Z 457 +45.a9 la.sz 13, t`3'7 ' = HER
PREPARED BY 45.39 +
JOHN L. PIERCE 8c ASSOCIATES, P.A. RIM ---� ✓ �`%a6.6 a7 0 +45.83 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i�� -
` ��,,,, s
4s.sz \,y-�4S.s9 ' ' _ 9 oe i TT
46.79 �! .- k lL' A-
409 JOHNSON BLVD. JACKSONVILLE, NC 28540 =1 - ---
TOP 6.07 - _ 4s.as MTov�s9s-_ :0.7 MILES ro R/W a -
PHONE: [phone] DATE: DECEMBER 17, 2004 9N=35.33 _ _ aa.s7i A eAc}od
REVISIONS: SCALE: 1"=40' F.B. 741 A , PG.18 OWNER/DEVELOPER: 46'1-+=r-��- _ _ - - -> 6e,y INv-3e.w x -
4/30/03 EAST CAROLINA COMMUNITY 9EVFkONENT INC. _ - - - - - -- - 45.83 45.4a - 1 I 44.94 y aa.29
5/6/03 JOB # 228121 FILE NAME: PHASE2 - - - N.C.S.R. - 1308 - GUM BRANCH ROAD (89'R/W) Public
7/1/03 PER CITY TRC 315 TURNER STREET 4sse � --�_ : _ - ----- ------ - -�
7/9/03 PER CITY TRC BEAUFORT, NC 28516
9/2/03 ADDED oTY 40 20 0 40 SO 120 252-504-2424
COUNCIL CONDITIONS.
3/28/05 PER TRC LIFE BEARING DISTANCE ___.----- 18• WM AIN ST 16' WA AM
4/22/05 PER TRC Lt N 7905'10' E 50.47 --- 6, WAIERNNN -- -- - -- -• -
SCXE IN L2 5 81'22'31' E 31,34 __ -_ \ PLANTATION / �-
REF:D.B.1999 P.899 '~
M.B. 44 P. 94, SLIDE K-1791 SHEET 10 OF 10 R BLVD.
_ 1I

CITY OF JACKSONVILLE \ / / EIS
20' ACCESS/ DRAINAGE
BL
ZONED 8 i \ \ / fip' \\ VD
t UTILITY EASEMENT wE51�N
40' INGRESS/ EGRESS & 6
ds
-\- -
REGRESS/UTIUTY EASEMENT -- - - --- - -- - - - -- � \
-- - -- - - --- - - - -- - --- -- -- -- -- - - -
- - - -- - -
- - -- - - - -- - - -- - - - -- -
_ - - - - ---- - -- - - -- - - - - - -- S 41'48'34" E 918.84'
\ 17
503.99' EIS\ \
C. CONTROL CORNER
I
-- - - - \ O.D. SANDY GUM BRANCH RD
-- -- --- - \ \ SUBDIVISION
-- - - - -- - - -- - - --- \ \ SUBDIVISION
M.
- - - - --- - -- - - - - - --v - - - - - - - - - --- - --- - -- -- - - -
Nc - - -- -- ---- - -- - - - - - - --
- - - -- - - -- \ \ 60'NGRESSEGRESSREGRESS,
r - -- n -- - - - - - -- -- -- -- - - - \ DRAINAGE kUTILITY ESMT.
1 EASEMENT NOT
it , 300 \ \ \ \ VICINITY SKETCH
NOT TO SCALE
1 1,90 I b' re "7 l \ \ \ LEGEND:
ERM = EXISTING R/W MONUMENT
EIS = EXISTING IRON STAKE
0.10 EIP = EXISTING IRON PIPE
1 z I �Y 001, \ \ 2\ / / ECM = EXISTING CONCRETE MONUMENT
1 z m^ O ^" \ \ ''i DI = DROP INLET
&DRAINAGE 6 aG. / SIS = SET IRON STAKE
1 UTILITY EASEMENT I .,•r 9 9 47 A16T \ \\ \ RIVER OF�LIFE. INC. YO`� CP = COMPUTED POINT
1 1 o aar y-N Q`" °^ 4,0• \ 1 \ M.B.31 P.80 SPK = SET P.K. NAIL
1 CT Y.j ^0 \ \\ N°'• \ EXISTING ONED q{�ggi DY
'q, SUBDIVSION RCP = REINFORCED CONCRETE PIPE
�� p� WM = WATER METER
N/F _ - '7r , ,� 0 CF="F(E.E;1 ss' \ V. \ .� \ M.B. { P.79
PERIMETER PROPERTIES WV WATER VALVE
w um, MANHOLE
MH�r>? @ 11„� \ \ piA, \ =
PORTION OF M.8.23 P.132 < I atrD ^� 1 ,� = JUNCTION BOX
ZONED B-1 = _ e/ b
VACANT O. }r \\ \\ f \ \ -
I d I �'O
^qro 0J ° s d 2a' &3' \ \\ `\ \ P _ POWER POLE
\ SECURITY LIGHT
004 20•0' \ \ CA CENTERUNE
V.I '1 \ R/W RIGHT-OF-WAY
1 3 w Li I �y�y �i 24.0 3&y `\ \ \ N/F = NOW OR FORMERLY
1 n I Z ¢ a y �N 9' ifi FH\ zo.o \\ INV = INIRE VERTYDRANT
I p �'A �y CO = SEWER CLEAN-OUT
1 j ooNsmuOToN NDTES 4.01 ACRES (TO REMAIN NATURAL) Z z wI `Ayr 4 9' 4 \ \d \ _
Z _:j' _ a 2a0' \ \ \ -E- POWER LINE
w I 1. LOCATION OF EXISTING WAR AND SEWER MAINS TO BE VERIFIED AT THE FUTURE DEVELOPMENT (TYPE A Q w Q 0 m \ \\ \ 7.0 = PROPOSED GRADE
TIME OF CONSTRUCTION.
= I 2 CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN BUFFER WILL HAVE TO BE w (n On s�2 rey zas' N \
1 1 a WATER AND SEWER LINES.SERIA PROVIDED BY THE SITE CONTRACTOR. INSTALLED AROUND ENTIRE NORTH, 0 = a al e "� r �' \\ \ $ \ \ & = HANDICAP PARKING SPACE
i 1 4. ALL INSTALLATION OF WAR AND SEVER MATERIALS AND PRACTICES SHALL WEST & SOUTH PROPERTY LINES WHEN 0 a z z C( 24. ' 7 . \ \ MBL = MINIMUM BUILDING LINE
rn MEET WITH THE CITY OF JACKSONVIUrS SPECIFICATIONS. Z L�
I d I 5, CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE PHASE II IS STARTED). 0 z I Sao so \ ® = PROPOSED STOP SIGN
Z FILL AS REQUIRED.
1 8. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING VALL BE DONE / \
1 WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL I- p w zz ' � \ \ \
1 7. STE SUBGRADING TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL Z 0 u'
I a ALL STORM WATERARE REQUIRED To �HAND HANDLING FACILITIE PRIOR TO ES SHALL BE CONSTRUCTED N ALACING THE SELECT BACKFILL CCORDANCE
NTH N.C.D.N.R. STANDARDS AND ECIFICATIONS
1 9. SP SITE ACCESS ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS SHOWN ON I 720' \ \ \ \
I THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCE AS SHOWN ON THIS PLAN. 6.0 yy \ \\ \ 1ERM
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T. w Dim
111. SUBJECT TO CONFIRMATION OF WAR METER SIZE ADEQUACY.
\ \
I12.la AS THUS SITUM E IS EDEVELOPED HEIGHT f ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. ` \\ ` \ ` \
S LESS THAN 35
114. ALL POWER POLES. POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE I \\ \ \\ W T,07.2 •W \
11a PCONTRACCTTORRTTO LOCATE ALL UTIUTES PRIOR TO CONSTRUCTION. •� \ 57 '
116. DEVELOPER TO INSTALL STOP SIGN AS SHOWN.
17. HANDICAP PARKING SIGNS AM TO BE ABOVE GROUND AND BE EITHER R-7 OR
1 12-8 SIGN. \ \ N.C.G.S MON *DON 2'
1 18. NO NATURAL GAS ON SITE.
119. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN). \ \ N-381,786.5
\ EA2.471,238.7.700
20. ALL CLEAN-OUTS TO BE IN VALVE BOXES IN PAVED AREAS \ \ NAO 83
121. THIS PROPERTY IS LOCATED IN ZONE •C' ACCORDING TO F.E.M.A. MAP 37 01 78-0 0 02B B \ \ \
1 1 EFFECTIVE DATE 22. ALL SITE LIGHTING WILL LLARY BE POS955.ITIONED NED NOWT TO ADVERSELY AFFE ARE NO AREAS OF CT ANY TRTRAFFIC ALONG TAL CONCERN (EXCEPT AS SHOWN). I BLDG C \ \ \
GUM BRANCH ROAD.
1 1 2a EXISTING DROP INLETS EFFECTED BY CONSTRUCTION TO BE PROTECTED PER DETAIL (D-4). I \ \\ \
1 1 24. A DOUBLE-CHECK VALVE ASSEMBLY REQUIRED FOR EACH WAR SERVICE IN THE POTABLE WATER SYSTEM. \ \
126. ALL APARTMENT BLOCS ARE 32'HIGH I 126. ALL PROPOSED ROOFS TO BE PIPED INTO PROPOSED DRAINAGE NETWORK. I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
I \ `\ \ DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
1 127. LEAK DETECTORS ARE REWIRED ON EACH FIRE SERVICE LINE PREFERABLY AT THE BACKFLOW
PREVENTION DEVICE FOR CITY STAFF MONITORING. \ \ \\ MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
1 128. ALL DISTURBED COMPLETION AREAS ANY �TOF GRADING. WITTING 15 WORKING DAYS OF THE I \ HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
1 1 29. ALL LANDSCAPED THAT ADJOINING VEHICULAR TRAFFIC AREAS TO BE PROTECTED KITH PARKING BUMPERS. \ \ CLEARLY INDICATED; THAT THE RATIO OF PRECISION
SDEWALKS OR 8" ASPHALT CURB AS SHOWN ON "LANDSCAPING PROTECTION' DETAIL ON DETAIL SHEET. I \ \ \ AS CALCULATED IS 1:10.000+ : WITNESS MY
1 130. THE TYPE 'A' BUFFER CANNOT BE PLACED WITHIN ANY EASEMENT.
ORIGINAL SIGNATURE, LICENSURE NUMBER AND SEAL
L31_ ALL DRIVES CONSTRUCTED ON THIS SITE ARE TO BE PRIVATE \ \ \
\ \ THIS _DAY OF 20_.
I
693.80' IS \
1 CONCRETE CONTRA CORNER
�
- -- - - -- - - -- - - - - N 4003'41" W 1108.45
- - - \ J -
np \
I I PERIMETER2596
PROPERTIES \ 13C y\ \
2073RAINAGE k PORTION OF M.8.23 P.132
SITE DATA: I UTILITY EASEMENT ZONED B-I ` G7 \
TOTAL AREA = 10.01 ACRES (6.0 DISTURBED) I VACANT
PROPOSED PARKING = 100 SPACES (W/4 H/C SPACES INCLUDED) \ \ \
REQUIRED PARKING = 60 SPACES \ o \ i'
WATER = CITY OF JACKSONVILLE
SEWER = CITY OF JACKSONVILLE
ZONING = BUSINESS - 1
TAX MAP 339 PARCELS 20
PORTION OF D.B.762 P.185 NOTE: NO WETLANDS ONSITE.
M.B. 41 P. 26 SLIDE K-973 I I \
No. OF DWELLING UNITS = 48 (24 TWO BEDROOM / 24 THREE BEDROOM)(16 PER BLDG) \\ 1 \ \
TOTAL BUILDING AREA = 62,620 S.F. \ \
BUILDING HEIGHT - 32' (35'MAX. ALLOWED) \ \
ALL UNITS OWNED BY DEVELOPER
EXISTING PROPERTY IS VACANT
NO EXISTING BUILDINGS ONSITE \\ \ \\
BUILDINGS TO BE TWO STORY WOOD FRAME WITH VINYL SIDING
DENSITY= 8 UNITS PER ACRE \ \ \
\
RECEIVED
JUL 0 2 2001
nWQ \ \
PROJ# f ( J 9Ao¢25 \ \
SITE DIMENSIONS
OF
� vs
PHOENIX PARK
50'M.B.L.
- - - - - - - - -- - - -- -- - - - -- - - -- - - - - - - - - - - - -- - -- - - -- - - -- - - -- - - -- - - -- - - -- -- -- - - - - - - -- - - -- -
PREPARED FOR RM \\ \
EAST CAROLINA COMMUNITY
LINE BEARING RTANCE
DEVELOPMENT INC. u N 79.05'10' E 0.47
L2 S 81'22'31' E 1.34 )I \\
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC J \\ \
PREPARED BY
JOHN L. PIERCE & ASSOCIATESI P.A. -- - - -- -- -- - --- - - -- - --- - -- - - --- - -- - - --- - - -- -- -- - -- - - -- - - - -- - - - - v,� t
409 JOHNSON BLVD. JACKSONVILLE, INC 28540 -- - - -- -- -- - -- - - - -- - --- - --- - --- - -- - - - -- - - -- - - -- - -- - - -- -- - - -- - -- _ __-- -- - - - -- -- - - - - --- - --- - -- - - - - 30'R
PHONE: [phone] DATE: MARCH 26, 2001 NOTE: PERIMETER PRIPERTIES AND EAST CAROLINA COMMUNITY A:0.7 MILES TO R/W OF
SCALE: 1"=40' F.B. PG. DEVELOPMENT.INC. TO DEDICATED THEIR SEPARATE 30' N.C.SR.1470
JOB PORTION OF TIE 60'INGRESS, EGRESS, REGRESS, DRAINAGE
16400 do
#2 FILE NAME: SITEPLAN UTILITY EASEWNT BEFORE ANY CERTIFICATES OF OCCUPANCY
ARE ISSUED 9' THE CITY OF JACKSONVILLE FOR THE PHOENIX N.C.S.R. - 1308 - GUM BRANCH ROAD (89'R/W) �s
40 20 0 40 80 120 PARK PROJECT
SCALE IN FEET
l
-- - - - - - - - - - - - -- -- -- - - -- - - -- - - -- - - -- - - -- - - - - - - - - - - -- - - -- - - -- - - - - - - - - - -- - - - -- -
-- - - - - - - - - ���� PLANTATION //i� - - - -- - - -- - -
M.B. 41 P.26 , SLIDE K-973 -�\ BLVD. -1�

CITY OF JACKSOWALLE OS
ZONED 8-1 a \ 10 / SLIP/ TERT+
x 20' ACCESS/ VACANT
VACT
UTILITY EASEMENT FLARED
n \
40' INGRESS/ EGRESS & ZED \- - k / �6
- - ��, N
REGRESS/UTILITY EASEMENT - - - - - - - - - -- - - - - - - w
- - - - - - - - - '�- - - _ ROAD
- - - - - � - - - - PROP DITCH-_
- - - - - - - - - - - - - - - /
osED a
- - - -
I 42.0 �
��
\ BUSINESS PARK
- - - - - - S 41'48'34" E 918.84'
6 �
• G� �\\ \ 1T'rf• '
C. CONTROL CORNER '�'4 _ _ µ'S - - - -- - 0 D SANDY GUM BRANCH RD
- - a L - - - - - - - - - - .- -" - L - - - - - - - - - - - - 24ASPALT DRIVE � 00.501C�� \ ��,. SUBDIMS10N
- - - - - - - ��.I
77 F \
- TDI� A �� � \I
{¢.E , } ._ � � . . ' \ M.B. ! P.79 S
I _ _ (PRIVATE) e� \ � -
_ . _ _
_ _ _ _ _ _ p i \
- - - -- - - -- A _
I ti0 � - - - - ,� - - - r-- - - - � - � - - •2 aa} p>^� o- � V 60'INCRESS,ECRESS,RECRESS,
1 R15.0' ,C -- - - ass R15.0' a DRAINAGE h UTIUTY ESMT.
zo'DRAINACE -lS-- J '�' T DI I R2o.o' \ VICINITY SKETCH
tiM EASEMENT I „� i7 �.�' �� TOP-46.3 \ NOT TO SCALE
wwu.oe $ .a ww397e u �� v V \ END \
- �J' b• I �• y<<n LEGEND:
I q � z _
�O I y u3 45.6 a 45.3 p� ` A a / ERM EXISTING R/W MONUMENT
man a x ` 7 "�' moo" a xaaQ l �G� �� e �� xa� a" \ / EIS = EXISTING IRON STAKE
�I �b A • &&� EIP EXISTING IRON PIPE
Z ��^' �yry �01• b �• INV-43.5 , " � a r/' j, ; `.',, \ N\ / / ECM = EXISTING CONCRETE MONUMENT
,� 4 �, \ ! A\ N� / SIS = SEDI T IRON20'DRAINAGE k try FLARED I4 a 'i INC. CP =
UTILITY EASEMENT �. END as ,�. `` �•
1 �'� 0 4r �5 ` ►�eT $ - mwa OF e 1 LIFE
"� SPK - SEMPPUTED NAIL
POINT
O an CA °� a° b a O.D. SANDY
1 �,= I 1 a aVISKINI
o a7 a.z }e ,> ,n �� ��a a Fu p� P A a N�� aoNm cu B-1 SU� RCP REINFORCED CONCRETE PIPE
a a x 47.1 r7 x e _,Wp�•� A6• END y 'EXISTING CHURCH
D• O P \JJ�nI /1 P P �.W 11 O �J a
N/F �i7 TOP-46.3 47.0 4e.7 V 4a.9 C1yF eti W \\ WM WATER METER
PERIMETER PROPERTIES W I W !7 ,y _ u o- \ M.B. 4 P.79
PORTION OF M.B.23 P.132 Q I Q ~ !`r ��{ �• r Nw43.8 9.5 16.6 46.4 �` \\\\ao-ryp a P� 1�� o" �4 \\ \ ° �u+� \ /�8 \ WV a WATER VALVE
ZONED 1 a I ��• F9QY4 b,t }7 47.3 �1! aAV - JB MANHOLE
I:Lyy L o- u.9 4e.4 0� JB = JUNCTION BOX
_
I CA 4 �465 ;,���� v-06 �V A Pp SECURITY LIGHT
h h w a. 4as G a} ° R CENTERLINE
P ` O u.2 n �A a� e �y•' xo- 46.7 xo- 24'TYMA4° I xa 46. a \ x S a W , \ a \; -
H A ^ G DRAINAGE- � 1 ti MJW ,
1 x® �A i ASPHALT PARING f �� �� c� � .� \ \V / ��
3 w yam, - o sae BREAK Sae saa �} �; $�`'' u.n �'e 1� ws1 �V A FH FIRE N/F NOW OR FORMERLY
Vo- RANT
,o- .ry R20.0' INVa
YT Z ¢ .j 1&7 ASPHALT PARKING ` `\\ \ CID INVERT
° o v OP-45.47 ••' o W 4W w t >° 46.R TYPICAL \ CO SEWER CLEAN-OUT
w
w wu.17 r T TOP-u.e 2 ''} a> (CARLESS oTHExWA \ \ .'\ -E- - POWER LINE
'< I CONSTRUCTION No,1t 4.0 1:-A C R♦�S (TO RE M A NATURAL � LaJ r� �' � � se.s � ti >� +n.+ Nws2.o � a SHOWN
A ` „ „ - o->° o-01. o', y6.9 TOP-4 ,e GRASSED AREA a 46.4 4e.4 a �e ,'!� 4a2 24, 45.8 ) a". ' 6' a �, \ ZED ° I\ 7 - PROPOSED GRADE
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE FUd'URE x EVELOPMEN7"- .(TYPE A b x Nw 1w LR1e .Qom a° a;�_- "� " x �� '' µ•5 ;'7Xa�'° `' , " ,- 7.0
w TIME of CONSTRUc1fON. ¢ ¢ ^I a . 46.e 46w O.35% s- 8 \ \ , QaTu - EXISTING GRADE
i0 ! O .� O /e.2 PAIIWp■JMlOt _ _ Pf0 45.7 4a7 v� '� N
I 2. CONTRACTOR TO MAINTAIN 10 FEET O HORIZONTAL SEPARATION BETWEEN BUFFER WILL HAVE T� BE w HANDICAP PARKING SPACE
WATER AND SEWER LINES. INS,YALLED AROUND ENTIRE NORTH ¢ �I '" �� :'� es `� .� 4a1 wxs AA !'°T�,9 oo \ ��4 \ �•
3. WATER AND SEWER SERVICES PROVIDED BY THE STE CONTRACTOR. , S < o° • `.•��:� o- °' I \
4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL Q_ ¢ 47.o u•o 4y6 9.s �° :. M3 O \ r iy MEIL = MINIMUM BUILDING LINE
I MEET WITH THE CITY OF JACKSONVILES SPEOF1cATIONs WEST & SOUTH PROPERTY LINES WHEN o z z I K. S g 4a7 , �43L s h
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALHS AND USE 1' • 4aS K ® _
I � I PHASE II IS STARTED). z � z I � WR1 a� 4e.2 - _-- • � �i ���`�"� 44.9 ww41.1 �� :� \ �, \\
Z FOUL AS REQUIRED. Q ft -- .9 45.1 I �^ ;l�a ¢ �a�o- A cs
I e. THIS 511E IS SUB.ECT TO SELECT CLEARING AND NO CLEARING MILL BE DONE _ �.j __ _ 2 o- I '� ` PROPOSED STOP SIGN
I 7. 9twea ADuc�la�Psai UNSUITABLE iu ,u�REMOVAL AND otsrosAl '� Z to TdoP-4es9 x roP-4e.3 G'� >� 8 - '� , Rq • ,.p �, '�yr, _ �.. = CONC. FILTER BASIN
e Ld w ' � W b .yc• A a >i
a O w s4.1' 46.7 J/ ' se.2 � ,� > u.9 _- PROPOSED SWALE
} 4E.7 DRAINAGE x 142 LF 24'RCP O 0."S o-' ? o- �° s
ALLSTORM
REQUIRED 7D BE DONE FACT 70 PLACING 11E CONSTRUCTED
TIED 14 MATERIALS. � NV-{3.9U o NV-13 80 �x 47.0 �� SPHALT PARKING • 2 � � ° N �
I 8. WITHSN�GDN.R.WATER
�CIFICAIIOI BE CCISTRUCIID IN ACCORDANCE o-le 46.2 • 46.5 BREAK N o- 45.8 y O �/ �� �\ s� _
2 >< o " � �, � `,� \ CHECK DAM
I Y. THIS PLAN ANDA�HAOE A WNSTRUEDCTIION ONE
ENTRANCE AS AS
OSHOWN THIS PLAN. �' TOP- . " se.z g I : :,v,. %y'� IA•� V ;��l g
I D 4S 7 1a7 O (cV rb ERM
INVm
�_- DRAINAGE FLOW
10. ALL PAVEMMT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T. � 0 46.5 a 1 A \ `7�L} •� ��
1CATIONS AS SHOWN IN DETAILS.
1. SUBJECTSTANDA
TO CONFIRMAND ATION OF WATER METER SZE AOEOUACY. 46.7 aC011C. WALX TYPICAL I ` 45.2c;.
1 12. MAXUMUM BUILDING HEIGHT IS LESS THAN 35' _ „�' R
1]. AS 71115 S1E WI DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. �,�' p, 1 c a ' TOP-46.0 a. TOP-4aQ•.. AVM (S DT
46.6 _ °I 47.0 4a5 x f , �,\ e N 2Q
14. ALL POWER POLES, POWER UNES ETC. ARE TO BE RELOCATED TO ACCOMMODATE x .- _ a x xa} a o- Nw14.3 Q; �.3 q x" .s °i _ wW:41.3T ,I"o- \ x a� V� V Q xo- /4-,'sue �j Te xo'\ 2n^ w pp
I I PROPOSED CONSTRUCTOR h }�'' TOP-4a5 \v� �, yt �+Y� dni t
115. CONTRACTOR LOCATE ALL UTILITIES PPoOR TO CONSTRUCTION. v F 'a� E
I 16. DEVELOPER TO 11STALL S SIGN AS SHOWN. } _� q• ao-' _ Nwst.o�o- ti p- VL �V� p \
17. HANDICAP PARKING SIGNS ARE 10 BE ABOVE GROUND AND BE OTHER R-7 OR ^ �, �v eo-_ ram" 47.2 •��. a � � 1 ��� �� \ �l i d
\ aR \ \ \ }� � \\ £f N.C.G.S. MON 'DON 2'
1a NO NATURAL GAS ON SITE - -- T
1 19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN). a \ ,a q' l� \ \\ N-381.7858.7
-44-- �> ae)y Oi A j�, 4 .�� E-2471.2'J6.700
I 20. ALL CLEAN-OUTS TO BE IN VALVE BOXES IN PAVED AREAS e'°� 2• " o-' a7L � o�cr� } �♦ `� �� \ MAD 83
21. THIS PROPERTY 19 LOCATED w ZONE 'C' ACCORDING To F.EM.A. MAP 370178-00028 < 43.5 " FF B - ^. :, o r_ 11 .o c �c r if Ti •A
EFFECTIVE DATE FEBRUARY 15, 198a THERE ARE NO AREAS OF ENVIROMDITAL CONCERN EXCEPT AS SH _ �_- r. �, Q�i .c' o-� o I a
22. ALL SITE LIGHTING WILL BE POSITIONED NOT TO ADVERSELY AFFECT ANY TRAFFIC ALONG , K 4 po o' x 0 x r B� O
1 I UUM BRANCH ROAD. n° o-o a F.F."47.j`
I 123. E)G5TwG DROP INLETS EFFECTED 8Y CONSTRUCTION 1D BE PROTECTED PER DETAIL (D-4). I IN
70P-16.6 825' I � / o-} \�� ����� F71D M•
24. A DOUBLE-CHECK VALVE ASSEMBLY REQUIRED FOR EACH WATER SERVICE IN THE POTABLE WATER SYSTEM. INw43.4E
125. ALL APARTMENT BLDO ARE 3YHnw
I 126. ALL PROPOSED ROOFS 1D DE FlPED INTO PROPOSED DRAINAGE NETWORK. 4 , V - a
27. LEAK DETECTORS ARE REQUIRED ON EACH FIE SERVICE LINE PREFERABLY AT THE BACKFLOW - -- go-° ,�
TOP-
PREVENTION DEVICE FOR CITY STAFF MONITORING. 1 DI -------_� /' _ ayAt �xa• NV 173 \ V• IdAUt UNbER MY SUPERVISION (DEED RLFEkENCLS Sr+OWN
I 2a ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS of THE r- P' Top-46.5 x' • as ti, a v Q P HEREON), THAT THE BOUNDARIES NOT SURVEYED ARE
CdMLE1fON !7F ANY PHASE OF GRADING. �� o' INw43.20 t07 .. °, e' e' e� 1,5 �,^' 'l oM1i • p a a +Y" \4V,�q " ( , \ o�, a A� \\ CLEARLY INDICATED; THAT THE RATIO OF PRECISION
129. ALL LANDSCAPED THAT ADJOINING VEHICULAR TRAFFIC AREAS To BE PROTECTED WITH PARKING BUMPERS -- --_ - __ I- --- 4J� o- Q AS CALCULATED IS 1:1 D.D00+ : WITNESS MY
SIDEWALKS OR 6' ASPHALT CURD AS SHOWN ON 'LANDSCAPING PROTECTION' DETAIL ON DETAIL SHEET. a" o� 'DI. > \ rpN \
I a} v�L\•v ORIGINAL SIGNATURE, LICENSURE NUMBER AND SEAL
30. THE TYPE 'A' BUFFER CANNOT BE PLACED WITHIN ANY EASEMENT. ( I J9.e,. TOP-45,5 I ww42. $I LF •a IOF�4a6 \ , �� ,�0�,; ,"' �\
L31_ ALL DRIVES CONSTRUCTED ON THIS SITE ARE TO BE PRIVATE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - _ - - - - - - - - - - INV-42e2 '_ _ _ _ _ _ __ ww4212 THIS'��„DAY
ii�
_cbtff
_cEekbf
( CONCRETE CONTROL'COR- - - ------------', r - - - - - - - - - - - - - o-o- - - -'- - "N- - - - - ->'r- N 40,- - Wo_ - -..45 - - - o-- - - - - - p- - n a o- o• R - - o- - - - - - v ` \\#`
' - - - ' 693.80' e } - - - - - - - }
L - - - - - - - - - - - - - - - - - - - - - - JOHN PIERCE P.L.S.
71 b�
PERIMETER PROPERTIESDE A ^'ctl
Rl
_
SITE DATA: U AJTYNEASEMFNT PORTION P.132 U Y�Gy�\ \\ R15.3' VED
PA7'R
TOTAL AREA = 10.01 ACRES (6.0 DISTURBED) VACANT r a L 2 DRAINAGE DATA: y \\• '+,NORTHCAROLINAEIWIRONM NTAL
T, _ G I A 2 O MANAGEMENT COMMISSION
PROPOSED PARKING - 100 SPACES (W/4 H/C SPACES INCLUDED) "' z o-} a __, z PRE- ca+smucTGN: a U `
REQUIRED PARKING - 60 SPACES '" 1 W iTy
WATER - CITY OF JACKSONVILLE o-4p5 CFS OFW TE A
o-.. 0- 0.15 X a5 X 6.0 � / ep5 OWI i
w 3.31 FPS
ZONING BUSINESS= CITY OF JACKSONVILLE POST- CONSTRUCTION:
PORTION OF D.B.762EPA85 a 15.5 CIFS x n.o \\ \ k mw„C�uK
TAX MAP 339 \ \r APPROVED
M.B. 41 P. 26 SLIDE K-973 NOTE: N O WETLANDS O N S I TE. I w 4.29 FPS >\ i I/ . MANAGEMENT
No. OF DWELLING UNITS - 48 (24 TWO BEDROOM / 24 THREE BEDROOM)(16 PER BLDG) \\ I \ OM>YON�NATER
TOTAL BUILDING AREA - 62,620 S.F. \\ r, \\\ DBb
BUILDING HEIGHT 32' 35'MAX. ALLOWED MAINTENANCE AN II _a x
( ) ACCESS ROAD WAS APPROVED \
II WITH SPECIAL USE PERMIT BY z \\ >11oEnWIE1Br�Bl1lN�
ALL UNITS OWNED BY DEVELOPER CITY COUNCIL ON APRIL 6, 1999.
EXISTING PROPERTY IS VACANT -ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED II
NO EXISTING BUILDINGS ONSITE FOR PRODUCING
R AND OPERATION FOLLOWING LE EVERY RONCE A ` RECEIVED
NOTE:CONIRACTOR TO CONSULT SUBSURFACE SOILS TESTING I 11 \
PNY NEEDED
RAINFALL BUT N NO CASE LESS THAN ONCE A MAINTAIN
A J/
BUILDINGS TO BE TWO STORY WOOD FRAME 'NTH VINYL SIDING PERFORMED BY "S k ME' FOR THE PROPOSED PHOENIX PARK ANY N®m REPAIRS WILL BE MADE IMMEDIATELY 70 MAINTAIN ALL 11 s• 1 � \\
JOB No. 1061-01-624, DATED MAY 15, 2001 PRACTICES AS DESIGNED.
DENSITY= 8 UNITS PER ACRE
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT' TRAP AND P BLOCK 94LAIN®
AND GRAVEL INLET PROTECTOR DEVICE WHEN STORAGE CAPACITY 6aMas- �SFlEl
HAS BEEN APPROXIMATELY 5OXDIM FILLED. GRAVEL WILL R CLEANED II`2'�L0N0 \ .\ '. \\ JUL O LW1
OR fff(JJJ -- 3A
PROPERLY REPLACED WHEN TIff SEDIMENT POOL NO LONGER GRANS _ � e' I - 11'PEDESTRIAN/ ��� � \
- II CONSTRUCTION SEQUENCE - SIDEWALK ESMT. \\�'� \\ DWQ
3 MEN IT WILL BE ABOUT 0. FROM NOWT THE FENCE
FENCE ''�gOdTIN5(,USU/O¢25
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE THE
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARKER. 1. OBTAIN PLAN APPROVAL.
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, II 2. INTIATE CLEARING ,INSTALL CONSTRUCTION ENTRANCE ,SILT
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE IH, I.
PLAN To MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. I NF -�F' FENCE AND ROCK CHECK DAMS.
--AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY ',I�IL I 3. INSTALL PIPES. --
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL VEGETATIVE AREAS VVV \
TO MINIMIZE THE ELECTS OF EROSION. 4. MAINTAIN STRUCTURES DURING CONSTRUCTION.
5. STABILIZE SLOPES & DITCHES AS THE° ARE BROUGHT TO GRADE. �\ CONSTRUCTION
6. PAVE DRIVE AND PARKING LOT h1 , - \A ENTRANCE
SITE/ EROSION CONTROL PLAN _
7. REMOVE TEMPORARY EROSION CONTR0. MEASURES. Y �,,,OF
FLARED
as
PHOENIXPARK PARKING BUMPER
I 50'M.B.L.
PREPARED FOR 1NY-3e 78
EAST CAROLINA COMMUNITY REMOVE FISTING 1"OP INC PI RADE \\\\ \
UNE BEARING DISTANCE 1
TO 30'RCP AT EXISTING GRADE I
DEVELOPMENT INC. L1 N 79*05,10, E 50.47 __s, � 5�-42,13\\\ \
L2 S 81'22'31' E 31.34 .�. x : $ TOP-41.99 \
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC F \�
PREPARED BY R/W a =y R HA
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - = - - - _- - _ - - _ - _ _ - - - - - - t
JOHN L. PIERCE & ASSOCIATES, P.A. _ �.R
40 J HNS N VD. JACKSONVILLE NC 28540
- -
9 0 0 BLVD. 3 7 I
PHONE: [phone] DATE: MARCH 26, 2001 NOTE: PERIMETER PROPERIES AND EAST CAROLINA COMMUNITY o. ALES TO R/W OF
DEVELOPMENT, INC. TO DEDICATED THEIR SEPARATE 30' __ _-- - - -- -- -- --- --- - - - - - - -- - - - -... _ - --- -- --- ---- -- - - - - -- -- - - - - - -- .1 -- - - --� -- -- -
N.0 S.R.1470
SCALE: 1"=40 F.B. PG. PORTION OF THE 6014GRESS, EGRESS, REGRESS, DRAINAGE & 6e.o' le'RCP
JOB #216400 FILE NAME: SITEPLAN UTILITY EASEMENT BEFORE ANY CERTIFICATES OF OCCUPANCY - - - - -- - - ---- - - - -- ---- - ----- - - - - -- --- - - - -- -- ---- ---- - __ -_ --_- ___ -___ _._ .- _ -_ ltlLARE ISSUED BY THE CITY OF JACKSONVILLE FOR THE PHOENIX N.C.S.R. - 1308 - GUM BRANCH ROAD (89 R�W) INS-42.6
REVISED APRIL 3, 2001 PARK PROJECT.
40 ZO 40 80 120 - - - _ - - -- --- - - --- - -- -- - -- - - - - -- - --- -
II
REVISED APRIL 10, 2001 OWNER/DEVELOPER:
EAST CAROLINA COMMUNITY DEVELOPMENT INC. -" -_ - - -- - _-- - -- - - -_-- -
REVISED APRIL 17, 2001 -- - -- - ---_- _-- -_--
SCALE IN FEET 315 TURNER STREET
REVISED APRIL 30, 2001 BEAUFORT, NC 28516 - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - _�� PLANTATION �i= - - - - - - - - - - -
- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REF:PO . 41 .2 D.B.SLIDE
P.185 REVISED MAY 8, 200) 252_504-2424 - BLVD SHEET 1 OF 6
M.B. 41 P.26 , SLIDE K-973 REVISED JUNE 28, 21�1 R/W

SP
EXISTING ROAD 4 ~ a
® 0.50%4'+RCP -F_ \ SEEDING saEDULE(INCLUDING POND SIDE SLOPES) SPACE CHECK DAM 9 'SIDEWALK (TYPICAL) n • ,
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM A B a •' • u "A
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO L -
SEED dim, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. -
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY )�
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK L L 1
i \ WHERE SLOPES EXCEED 41. R/W R/W 1'WIDE
(TYPICAL) J J
MATERIAL APPLICATION RATE OPENING
EARTH BERM TYPICAL
j As �A �, A EL=39.48 LYE 2 TONS/ACRE L=THE DISTANCE SUCH THAT POINTS
207E SUPERPHOSPHATE 600 POUNDS/ACRE 3 LF OF
��tOH /k, j` \ FERT6RER(IO-10-10) 1000 POUNDS/ACRE A AND B ARE OF EQUAL ELEVATION LENGTH LANDSCAPED AREA 6"ASPHALT
6 APRw - JULY CURB (TYPICAL)
QJ
AD.% ��` ,� Y FESCUE, KY-31 50 POUNDS/ACRE _ �/ �/ -
MN� BERMUDA (HULLED) 10 POUNDS/ACRE
. CONSTRUCTION J
JANUARY - MARCH
FESCUE. KY-31 50 POUNDS/APE I ENTRANCE y L a
BERMUDA (UNHULLED) 20 POUNDS/ACRE A F- 1.5' PROFILE _
RYE (GRAIN) 25 POUNDS/ACRE
2.0' \ SEPTEMBER - NOVEMBER 9"min min. (SEE
� L L y L
+ FESCUE KY-31 50 POUNDS/ACRE
V` MULCH 2 TONS/ACRE � > PLAN VIEW
ASPHALT TACK 300 GALLONS/ACRE ASPHALT
BEGIN VEGETATIVE \ NOTE OWNER NAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS FILTER ConetmeeuN c r eaLma
<^ FABRIC PLAN VIEW
SHELF EL=39.48 \ r-� I. Stone size - Use OSHA size No. 2 2" to 1 to '). w MSHTO
NOTE: RYE GRASS OR WEEPING LOVE GRASS SHALL NOT BE USED. designation M43, size No. 2 ( 2-t/Y to 1-1/2'). Use NOT TO SCALE
crushed stone.
END VEGETATIVE 3. Thickness - Not less than six (6) Inehea.
2. Length - As affective, but not Isss than 50 feet.
SHELF EL-37.81 \ A 4. Width - Not lee than full width of aI pants of
t"b SEEDBED PREPARATION NOTES: Ingress ar egrees. Mlnirnum of 12'. _
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. STONE CHECK DAM
c+ 5. Vlceh,�e sedment- When aPrioorr to entrance onto public righ -
ed
// Yi \ 2 AREAS TO BE SEIDED SHALL BE RIPPED AND SPREAD H S LLBEAVAILABLE
t o1-
4 TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SMALL BE 4'-6• DEEP. way. When rosnahq b required, It shall be awe w m 3' t' .f--
t 3. LOOSE ROCKS. R007S AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE area stabilized with crushed etane which droi+s into an
it)•W1DE VEGETATIVE SHELF (6:1 SLOPE) SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND Class A or B approved ssanent trap w sedhnent basin. AX seain+ent
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, Erosion Control shall be prewted from entsring my IDIOM train, ditch,
AT FxRst GRADES SHOWN, SHALL BE REASONABLY SM001H AND UNIFORM. w watw,:mree through use of sandbags, yv. . boards 6'ASPHALT ap
4. IF NO SOIL TEST IS TAKEN. FERTILIZER AND LIME TO BE ACCORDING TO SEEDING Stone ` 2.7 w other approval mMhada
SPECIFICATIONS ABOVE IN ADDITION. PROVIDE 15 LBS/1000 S.F. OF SUPER - -� �, 6. Maintenance - The entrance shall be maintained In a
�c PHOSPHATE.
5. IF REPORT.
IS TAKEN. PROVIDE LINE AND FERTILIZER ACCORDING TO SOIL TEST �� �� 24"m OX Qt center condition which wo prMnt hoddtlg w 6oMTg of
6. LYE AND FERTILIZER SHALL BE APPU ED UNIFORMLY AND MIXED WITH THE SOIL Filter �� `,. sedYneht onto public withrigh additional
This may nWMe
' perbdic tap o pubic with oddi-way, store cal wn6�l i
_ �- �., dernand and r poF md/w Wanwt of my msoawu uwd to
!'DESIGN EL=409! DURING S®eon PREPARATION. Fabric - I trap eseirnenc A6 aedhWhI IIPRII trwpea ras+ea Or ELEVATION W
+I `_. `- - ` backed public rights-of-my must be rer *,m N,� TO SCALE
h ,
SECT. A-A STABILIZED CONSTRUCTION ENTRANCE (D-5) LANDSCAPING PROTECTION
CONSTANT POND EL-39.48 /�
PLANTING SCHEDULE NOT TO SCALE fIG (� SALE
L Hl PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF. CHECK DAM
SPREAD a TOPSOR OVER AREAS TO BE PLANTED AND ESTABLISH UNWORN GRADE D-7
® CP PRIOR TO PLA1�INfi PLAIT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN THE ( )
C� �_ \ LIMITS OF PLANTING THE DES PER MATED VEGETATED SHELF AT A DEMENT' NOT LESS THAN ONE 14' GAT_ 4_
FOREBAY CF= 2980 = (267Q > 20% J P+ F -
S Q Soggllarla lat"la Atrowheod/Duck Potato
FOREBAY CALLS. TOTAL CF = 11380 \ 6' OPAQUE
Andropogon vngnlals Broamssdge
Antropogd n glameatus Bushy Bemigrces FENCE
TphepD Cattail -� CONCRETE
CeatopinAl DWOersum Coantol
-.' Sc- Pu e Lernno app. Constrain Three Scare, DEPTH AS REQUIRED DUMPSTER a b,
BOTTOM POND EL- 33.48 n R Swrvus cenuue Lizard Toll PAD
Hblews moscheutoe Marsh Hibiscus o a
CONSTANT POND EL=39.48 POND DETAIL 1 =20 NO WETLANDS ONS TE Pmtedeto cedata Pkkersreed
CONSTANT POND SURFACE AREA- 4830 S.F. O EL=39.48 Poton, peetnatue RP�ma�G �a
1'DESIGN SURFACE AREA = 6240 S.F. O EL-40.91 Corex spa Sedge WIDTH AS
Scirpus vow" Soft Stern Bugn,sh REQUIRED
Pcygonnrnh epp. Smartweed L-o-o-
Awous eNeaus Soh Rush
Nuphar IuteNn Spotterdock GRASS LINED SWALE
AAccrue ocrr�im sweest`A� NO SCALE
Elodso cawdenW Woterweed
Valenew americma WNW Celery
Manic aquatics Wild Rice DUMPSTER SCREENING DETAIL
NOT TO SCALE
OO NOTCH RISER AT ELEV= 4-0.93
�T TRASH RACK WITH RISER W/ ENCLOSED BOTTOM ANTI-SEEP COLLAR
y4 REBAR (4"O.C.E.W.) _ _ (SEE DETAIL) /s+7r E5H HAIDwA1E Pam
Li
ELEV. 42.09 (emergency spillway) 100 storm 3 1
3, IO'WOE VEGETATIVE SHELF a _ -
7 PERIMETER OF POND(6:1 SLOPE) o ELEV. 41.90 10 storm. ='1 i , ' pIPE to + z'4' 4 RE-BAR PPE i.D. + --I
EL=39.48 to ' Y 7 1/2' 6' 1Y O.C. EACH WA
2' 4"
EL 37.81 o ELEV. 40.99(1"DESIGN ELEV.) - -- - - - I
T ELEV. 39.48 24" CMP BRICK I /a' coMPon+o
_ v 6.
- - - -
-� PERMANENT POND CMP - - - oENING
12 EXPANSION MATERIAL
C x t6'
FOREBAY _ H
_ - -' CONC 1/2 PIPE LD. 8 1/4' I DDDDDDDDDDD CONGE7E BLOOR
AREA � - `s
-- - l `D 1.5' SEPARATION - _ 6"PVC PIPE ANTI-FLOAT BLOCK GROUT - DDDDDDDDDDD
- - p ( FILL
W - 1 0 CU. FT. CONCRETE)
/CA 4
- - LA
ELEV.33.48 HOLE DRILLED N CAPPED END ' 4 A 4 4 ESN
- - - --
_--_ d a LATaI
CWO/HA °
- - - - - _ - RDWARE
CLOTH SCREEN) 4 e' 6. , 6 A A
PIPE I.D.+
F007IN(iX)NC. - 4. 1. D" 4.
'L DETENTION POND PRINCIPAL SPILLWAY NOTE: COVER TO BE PROVIDED WITH TWO (2) LIFTING HANDLES P13 I.D. + L WASHED STONE
E52B
NOT TO SCALE TYPICAL JUNCTION BOX AiOWARE CLOTH
BOTTOM EL=33.48 NOT TO SCALE
❑❑ ❑❑ ❑❑ ❑❑ ❑
ULTRAVIOLET RESISTANT(BUCK) WRI7
FABRIC OR EWVALENTSECURED TO WERE
WITIN METAL CUPS OR WIRE AT e- ON
- --. - TH WARES -I --
12 GAUGE 4-X4' OR 2'x4' WELDED WIRE HOOKED ONTO (ENTER CATCH BASIN
PREFORMED CHANNELS ON METAL POSTS OR FASTENED TO CEDAR OR WOW POSTS WTH NO. a STAPLES.
MAXIMUM SEDIMENT STORAGE LEVEL. REMOVE -
' SEDIDEHT Will 14S LVEL IS REACHED SECTION A-A
OR AS DIRECTED BY CONSERVATION INSPECTOR.
3 I
7" , DOUBLE CONCRETE BLOCK FILTER AROUND CATCH BASIN (D-6)
DEWEY BROS. INC. 24" X 36'
DROP INLET CH-BN-2
1
PIPE ID VARIES Imo- 3' MIN. ,
BRICK I WIDTH AS
CONIC. GROUT REQUIRED
PIPE ID + 12 FILL DITCH DETAIL '
6' OR AS NOTED i __ 5 DETAIL SHEET
NO SCALE / _ Ia4 PREPARED FOR
A I a
4- ° 6- 3'0
d d ° ,2" 1 , 1-1 2 BCSC TYPE 1-2 ASPHALT IC PHOENIX PARK
4 d4 ° 4 A 2500/ CONIC. d /2" BITUMINOUS / -- _-
° A° d , ° °d A FoonNc PAVEMENT -T/ - - JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
B"ABC STONE /
(TYPE I-2) ',: PREPARED BY
a 8• 3.0• 8" I e J 6 B ,a °° °° °°° °° °° °°°o° °° JOHN L. PIERCE & ASSOCIATES, P.A.
4" 2'0" 4" 2500# CONC. ° oar ° 8' ABC STONE ° ° - - - _ -NATURALGUDE 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
°O °° PHONE: [phone] DATE: MARCH 23, 2001
5.0. °° ° °° °o °°
4'0" 8" ° °p °° ° °° ° °° ° °° ° ° Q r= I CARRY APPROWATELY 12' OF FABRIC INTO TRENCH.
° ° ° ° ° -a- -coven WTM sz Ace rAMP BAOFu SCALE: AS NOTED F.B. PG.
-CURRY a• OF ORE INTO TRENCH. JOB # FILE NAME:
TYPICAL PAVEMENT & SIDEWALK DETAIL r MINIMUM - -- "
TYPICAL DROP INLET PAVING DETAIL
NO SCALE METAL. CEDAR OR 4'X4' TREATED WOW POSTS AT 6'
NOT TO SCALE NOT TO SCALE OFF CENTER MAXIMUM. CEDAR AND WOW POSTS SHOULD REVISED 4-17-01
BE 3' DEEP MINIMUM.
REVISED 5-8-01
REVISED 6-28-01
SILT FENCE DETAIL SHEET 4 OF 6