SW8060650_APPROVED PLANS_20141124

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 QlnOlo56
DOC TYPE
❑ CURRENT PERMIT
II APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zp\4 11 2L}
YYYYMMDD

1.
CONSTRUCTION NOTES
LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE
20.
ALL CLEAN -OUTS TO BE IN VALVE BOXES IN PAVED AREAS.
TIME OF CONSTRUCTION.
21.
THIS PROPERTY IS NOT LOCATED IN A FLOW PLAIN ACCORDING TO F.E.M.A. MAP 3720437800 4
2.
CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN
EFFECTIVE DATE NOVEMBER 3. 20M
3.
WATER AND SEWER ONES.
WATER AND SEWER SERMCES PROVIDED BY THE SITE CONTRACTOR.
22.
ALL EXTERIOR LIGHTS WILL BE LOCATED AND POSITIONED SO NOT To ADVERSELY AFFECT
4.
ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL
23,n
ANY ]RESIDENTIAL LOTS OR ROADWAY TRAFFIC.
G INIXTS AFFECTEDY PER DETAIL
MEET WITH THE CITY OF JACKSONNLtE'S SPECIFICATIONS
5.
CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE
24.
PR ROOF TO BE PIPED INTO PROPOSED DRAIN NETWORK.
FILL AS REQUIRED.
25.
ALL UISTUROLD AREAT`Wl1__8E_3rAWTHIN1 WORKING DAYS OF THE
6.
THIS STE IS $L"CT TO SELECT CLEARING AND NO CLEARING WILL BE DONE
COMPLETION OF ANY PHASE OF GRADING,
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL
26.
THERE ARE NO STRUCTURES WITHIN 50' OF THIS PROPERTY EXCEPT AS SHOWN.
7.
SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL
27.
ALL CURB AND GLITTER To BE SPILL TYPE 24-CUR13 & GUTTER (UNLESS OTHERWISE SHOWN).
ARE REQUIRED TO BE DONE PRIOR To PLACING THE SELECT BACKFIJ. MATERIALS
28.
A WET TAP BY A PROPERLY LICENSED PUBLIC UTIU71ES CONTRACTOR WILL BE R EOUIRED
8.
ALL STORM WATER HANDLING FACILITIES S14ALL BE CONSTRUCTED IN ACCORDANCE
FOR THE SERVICE INSTALLATION.
WITH fLC.D.N.R. STANDARDS AND SPECIFICATIONS.
9.
SITE ACCESS: ACCESS SHALL BE LIMITED TO TWO DRIVEWAYS AS SHOWN ON
29.
ALL SIDEWALKS FRONTING THIS PROPERTY 15HA L BE FREE OF CRACKS, BREAKS. AND OTHER
THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCES AS SHOWN ON THIS PLAN.
DEFECTS PRIOR To THE ISSUANCE OF A C.O..
10.
ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER
30.
ALL EASEMENTS ARE PUBLIC UNLESS OTHERWISE NOTED.
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS.
r 31.
NO AREAS OF ENMONMENTAIL CONCERN ETC. EXIT AS SI
11.
12.
SUS,NECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
MAXIMUM BUILDING HEIGHT IS LESS THAN 80'
32,
NO PARKING ALLOWED WITHIN THE FRONT SETBACK.
13.
AS THIS SITE IS DEVELOPED. ALL ENWRONMENTAL REQUIREMENTS SHALL BE MET.
33.
RAMPS AT ALL. SIDEWALK INTERSECTIONS WITH ROADS OR DRIVES TO BE ADA APPROVED.
14,
ALL POWER POLES, POWER ONES. ETC. ARE TO BE RELOCATED TO ACCOMMODATE
34.
ALL STOP SIGNS SHALL BE R1-1, 30' AND INSTALLED TO MUTCD STANDARDS
PROPOSED CONSTRUCTION.35,
ALL HOPE PIPE TO BE SMOOTH CORE (DOUBLE WALL LOAD BEARING) AND TO BE
I&
CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
INSTALLED PER MANUFACTURERS SPECIFICATIONS.
is.
DEVEI.OPER To INSTALL STOP SIGN AS SHOWN.
17.
HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER R-7 OR
12-8 SIGN.
18.
NO NATURAL GAS AVAILABLE.
19.
ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WTH SURFACE DRAINAGE (AS SHOWN).
STORM PIPE DATA (ALL PIPES ARE RCP
Rational Method: UNLESS OTHERWISE NOTED)
O-CIA 0-(0.53)(6.5)(A) 0.3.45(A)
PIPE AREA(AC) 0 IISLOPE LENGTH(FT) SIZE(IN)
Al 0.17 0.59 0.30 24 12
A2 0 21 0 72 0 30 200 12
A3
0.67
2.31
0.30
128
15
A4
0.22
0.76
0.80
ISO
12
A5
0.79
2.72
0.60
148
15
A6
1.84
6.34
0.35
72
18
A7
2.09
7.21
0.30
40
24 CMP
61
0.25
0.84
0.30
24
12 I
B2
0.49
1.89
0.30
156
/2
83
0.91
3.13
0.30
100
15
84
1.36
4.69
0.30
100
18
85
0.39
1.36
1.30
80
/2
B6
2.05
7.06
0.40
96
18
87
2.35
8.11
0.30
40
24 CMP
CONSTRUCTION SEQUENCE
MAINTENANCE PLAN 1. OBTAIN PLAN APPROVAL.
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WALL BE CHECKED 2. INSTALL CONSTRUCTION ENTRANCE AND ROCK CHECK DAMS,
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- AND SILT FENCES, THEN INITIATE CLEARING.
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL 3. CONSTRUCT POND AND INSTALL PIPES.
PRACTICES AS DESIGNED. 4. MAINTAIN STRUCTURES DURING CONSTRUCTION.
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY 5. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE.
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED 6. PAVE DRIVE AND PARKING LOT
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
7. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN STABILIZED.
3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A /
BARRIER.
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE SS
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 49.17 �4&86
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WALL PERPETUALLY WEIIJtlOi'
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL VEGETATIVE AREAS aa.z7 % 9�
TO MINIMIZE THE EFFECTS OF EROSION. 48.59 C� ITCH 45.67
�a VICINITY MAP - NOT TO SCALE
I
I
N/F SIS
PULLER PLACE LLC
D.8.2307 P.247
ZONED CU-TCA ,+�a�9-$a.a4621{_t 'JAI;IIII i
MULTI -FAMILY USE f
' \ I •1
I
' \ I 3
+�s.a4 _ � _ _ _ _4T_ _ _ _ ,4rai � � r�6B � - - `` l� � � .� \a\ \ � s0.z IIIIi'III I, JOHiN L. PIERCE, CERTIFY THAT THIS PUT WAS
SS �% s_= = _=az.0�- - -_ - - - - -�`-�- - .�1"�-3"yx,��� ��/l/f/ �II I I I I DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
45. i 43 _ _ - 7 �� a \ ),///!46'gp III'
I I j Nv-a.9D MADE UNDER MY SUPERVISION (OECD REFERENCES SHOWN
HERE • THAT THE BOUNDARIES NOT SURVEYED ARE
0 1 %fr ':3. 1 _SIF
ON), E BOU N SU E
y /i G r �-- SF - 4-'a` SF =-'''F 'e- RI 43.36 CLEARLY INDICATED; THAT THE RATIO OF PRECISION
/ / _ \ (46.72 I I 111 `.. 1 ,.
�46/b /i i INl l/ 50.TT II I 48.41 AS CALCULATED IS 1:10.000+ : WITNESS MY
PR9PERTY LINE RUNS / a W /d / i r /•, 50.22 III I'I ORIGINAL SIGNATURE, LICENSURE NUMBER AND SEAL
FES +47 77 i I THIS --DAY _,
INV 4138 _ _ _ - - � ALONG RUN OF B jANCH � 4• ,.52 - _ - - - - -
S.a6' " i
/ 1
-
5,94 46.39 - - 519 +Y \�l ._ +50. IIII I l ISIa IIII
- -
48.51
,w jr%±e'.s� ;..•�'Sj,JOHN L. PIERCE P.L.S.
- - - _f� -�i / / i A• WOCO pS�'�'p \ \ �+ i.8a +.s7 IIII .5�6,. e� III'
^�\ L__ /./ .•,� f' +48.7 --' .49:8�,,, r.>• � �'st. n II Ip� pal t
O/ / +49.19 ' I-�III _� i IIfIII�I PP
41 ..33 i�i �� 1 � �. �-- / �1i 0 / '7 � 11 � � �f II !II '. ,S 44.75 II Of
/+a6.89-"��_".'.i ��� q--' J _ / tih / yi ai 81.47 1 IIIIrN III
Irv-39. 7 a7 1 / azas / I q{y _ aa.6. �,�,. _ _ ' ' - fi. + .62 FY 1 ! I I I I I
/ ;l'yr' '�� i / ' / - _ - _ Mlgf 8 8 ,,, 1 1 I ! I I IIII, ' 50.99 111 ! i 49.06
4 , ( / _ - afi- - 4•' TOP- I
BGRCP+ 1'sq � a7.9J � � 9•� �108: •�/' ' yi�� / / - � � 1 1 � / / ' 49.8 / ,il 9.26 I (I II I 1
�I / r>• II 1 I R II la
/ a6sa li5 /� 0 / /r --- 49.
>f47 .\N•w��ary8i�/� as ���-5'�_� _98 - i / / i - -� - ^, YSTORY / I ` \ , +,"..3a 49.8 7 _' 11 6.. Y
� y 1 �/'�rE7q$T. Wr-" l ,/ .' ��/ / * 48. 4392 ��1�SON� •E I 4 t ` 1+ 6.75 I ; / ' �„ / 4 . I t I I
/- �/ 46'77\; C ,,,� pAM r� / VIOCO 810.0 I
\e• INV-39.02 ,�'// V sae- \ 1+ CHE`^ ^ / 1 / f.F. LL� , I \ 11I I t I _ / +49.87 W, 1 I IIII I al=
U II $ IIII I H1ON O INC.
FLUME / / / \ a6. 7 2. ti
INV.44a3 %4� ass. / / / `' �� / i,bp2 �• . 1'6 STDR'/ I -' 1 ( II i, - _ _ -av-- l 49.6 9 1 I I111.1 I II III I •� PORTON OF LOT 3
�...�/���7Jas.72 / 5 . 0 1 y3. /„� �`�` 51Ru1•tURE 49.7 I % / ,_: BLOOi.5 B1oWY III'illl •i� IIII I 1' M.B. 38, P. 177, SL. K-403
+ / / 4V•`•� - as.7A . / 'WIFYY. OJ' .s 1 I 1 i t I % a9.7o '19• i• ; A.�, Op s yp 5 II II I'I I I I,C I I III III ZONED 8-1
O 1ae674a. 7 9 fA•tR',.' a�
�'�°Q2., / / a4+• o t9.z 1 1 I All I I.. ! \ fi.4 111 III It IIj1 MU) (VACANT)
\ / /� p % / .✓ i� - _ 46.4 / I I I I 49.66 \ III ,yam
((("'JJJ ..5' 6.4 7 / 47.38./ ' !; � 20 ,ip, TOP-48.3 1 .8 t I (-la8 68 * 1 1 /L DITCH 1 I I
INv-4••• I
�3 (BY oT)RSi' ; / 46 I \ \ 1 ' IN �-
_ f d,9'� ail INVj
(CwQ• // /YG / a7.3. � � ` r
HL7
'r +48.
�I MI/ P9
47AND ND HORSESI
6 46.68 BENCH fr// 2
as 47.fiT1 / 48.40 RE
DITCH TorassIng Q4�
./ I FR1W/1 6' f1 PLA
47.83 `. IN 11
y48 72 / / -, • y
1 / / 47.56 SIS. ... . •(. ,a 8.19• '
/ - /A N' 49'S6'101 W 223.38' Tom".`
031 �l�///��/„�48.02 / ar / \ +48. 1
/l 47.79 �Ap / CA DITCH i L
1 I ! l �llll arl ( + 48.80 + 48.70 + 0
47.96 / 1\ +48.42 V
/t 48.51 48.02 2 /
♦ / 51
48.17
0k.
p
48.53
7.79 e.s3 404 WETLANDS ae.ea
Ie.n II /
46.31
k \ j
+48.36
9999Y � 1 \ /
' >' 48.55 48.57 1 49.36 \ /
48.46 48.96
+ 7s
+ a9.41
LEGEND:
/
EIS - EXISTING IRON STAKE
SF - SILT FENEE-/
-
SIS = SET IRON STAKE
GW = GUIDE WIRE /
bb)
,
ECM =EXISTING CONCRETE MONUMENT
EC
TS - TELEPHONE
SPK = SET P.K. NAIL
N/F =NOW OR FORMERLY
- TRAFFIC FLOW(PROPOSED)
R/W - RIGHT-OF-WAY -48.86
-SF- = SILT FENCE
M.B.L.= MINIMUM BUILDING LINE
+2&04 = EXISTING GRADE
CA - CENTERLINE
W,27.9 = PROPOSED GRADE
+ae.s9 SL - SECURITY LIGHT
TP =TOP OF PAVEMENT
PP = POWER POLE
TW - TOP OF WALK
+4937-E-E-E-= POWER LINE
= PAINTED STOP BAR
CO - SEWER CLEAN -OUT
sroP
WV = WATER VALVE
80 - CONC BOLLAW"'
FH - FIRE HYDRANT
SSMH - SAN. SEWER MANHOLE +49.06 - STOP SIGN
TB - TELEPHONE BOX
= DOUBLE CONC. BLOCK FILTER
EDP - EDGE OF PAVEMENT
1 1
+49.66 + 9=4 TRAFFIC FLO EXISTING
� )
DBL =DRAINAGE BREAKLINE
FO = FIBER OPTIC CABLES
HANDICAP PARKING SPACE
FES = FLARED END SECTION
= GRADING LIMITS
I► = Proposed Steel Security Light = RIP RAP CHECK DAM
CURVE TABLE
- YAUPON HOLLY(18)
= RIP RAP APRON
CURVE CHORD ERG CHORD DELTA RADIUS
ARC TANGENT
- RED CHOKEBERRY(18)
® - RIP RAP INLET PROTECTION
C1 571'53'11"W 42.72 e'09'56" 300.00
42.75 21.41
= DRAINAGE FLOW DIRECTION
C2 N72'21'53"E 193.64 7*12'33" 1540.00
193.77 97.01
= HANDICAP RAMP
= RIVER BIRCH(12)
• DEVELOPER MAY SUBSTITUTE LANDSCAPING SPECIES AS LONG AS
REF: PORTION OF D-8.1460 P.396
CITY OF JACKSONVILLE'S LANDSCAPING ORDINANCE IS MET.
M.8.26 P.79
49.z 5 I I +47 3 / > ' II aa.$bl I
1 1 ( lip _/�s�)tlf+p�Iaz 50.23/N I as.zs
I' Onp �� f III r50.71 +)I
bIII 1 I
l.I// ,' 19. �o - FFS� I III �t1I I 1
I9149.03rdQ
L+a8.71` sf4 ,,yai / li.11f� Ilill�l II
48.83 I': of 6 yr4 2V9.77 � I. C� Illl I II
q ao+- I I I I I I I
J 5 I I- I111
IN1 a
+4970 9.45 III IK Car Il(Ili I
Itl.f �
IIII ITV
., I ♦ '�i \\ 4 f it.I I - IIII } 1 Site Data Bbdc of Features
^ y,�m¢ J ♦ \ F Existing use (a): VACANT
P +• ' bw ,� 49.57 49.7 I y'� \�?7�4. I tl I i51 II proposed»aPerrmit MULTI-FAMILY
APMTM ITS�WHEREEDTI E TOTAL LOW
SAS FOOTAGE
/111+49.15
146o.bt IIIff EXCEEDS 25.000 S.F.
�.. \ Z B •: - , I III c/L gross poors rootage of proposed bu6dInq(s):53,892 S.F.
J �_ 9 _ I I 11 +4gsp - TOM square footage of existingbuild
/ b%I 49.7 ^ •49.93 +49.fi7 , II 11 +I 4&68 Mb mning: TCA Mil
t` / I 49.63 total aasags: 8,43
r r9° oenspe of land to be disturbed and exposed: 7.4 AC.
I I III 1 ! I 46.07 avespe In xtIw reaeatim pace a open spoil: 1,3 AC.
7 49.73 + �/ / I IY� II IIII 4578;49.82 of 1rdlMum lot alss:N/A
N. 1 / 49 A.( 1111 I t I 1 I I)l W nuo m�berr o tunNke(dwe lbp, commerdal):4a DWELLING
m 404 WETLANDSI own"le status (rental, cendominfrneI ste.):RENTAL
48.8 -1 //�, / 3 k' l ry / III I f II IIrII I tips of units; RESIDENTIAL APARTMENTS
1 /L y soy y If 3 I I111 1 I111 dans6y.8.48 UNITS/ACRE
� `7 dV r✓ / / $• ^ ^II II.1 If IIII�iR number of parking spooss required (APARTMENTS -LOW Oft MODERATE INCOME, 1 SPACE
A� L r 44• . / 4• a V` / I 11' II III ,if PER UMT) 48.1 - 46
3F + / 07 d / 1 of / 1 I III 1,1I PP 2Oi RmuCTIDN IN PARKING SPACES
/ a9.3s ,y M / III t /'� fll I
( NS, It, / 444 4" / 1 II III 1 4 11111'I I,,, ib •• 0.20•F� fA9 DG AREA > 23,000 Si.)
H
`%Fr MQd' /d,r - 0 yr . y /53 +I Il11f,
III {51.tb a l�j %/////III 45-9 - 37 TOTAL PARKING SPACES RED.
4 II +50.00 IIII 14 \ B' 1f�l +48.97 number of parking apacee proposed: 142
� `1;J Y I ' t II I' f I t If
�\ 1111 1 I I rniuum bw o poking spaces ahMNng. -o-
\ \ Og CB I I I I t f•I I number of ownppe t oparr p"pm apxallowed (spe 0 25X for late w/f0 or more apawe). 38
TOP-4a.8 I �}'/ I lit' t I II1• I number of parking spies Pro f 42
+ a IN 46 3 INV-46.a I + 49.83 / I 111j f 1 I I I I11' + I the map book and page number, 26/79
49. 49.8 L I « a9.81 , IIIII� I I I I I I II I I deed book and Page numba:1460/396
S tax map
and paad numWr.338/18.4
+a9.a4 / 1j I raqufnd laadeeaped area: g:-O- S.F.
111h 1 I I IIII. I calculation or whkNa surface ass existih
.8 - -►• M / I lll'il1 I 1 I111. l ealoWation of whi ular surface arse proposed:72,401 S.F.
/ , I fll I I i Illf'f f Impervious Solace Ana (excluding bu6aingak88,918 S.F.
I If
I knpasous Sallee Area (Including buWdkn }128,579 S.F.
1 I I 9s
I I I l Rpuied IandseapM decopk 4. L
;II,; II)I�� PnRs MMdb MttMl�ar lcea7,1S S.F. VET
III vroMded axtarla landscaping: Z2OO S.F.
DPI( SIS III Told daesopment knpact arao (disturbed/egwsed pRO N1 +49. -� 49.45 II I I 1 (11 • I I
DO / / +50.15 50.89 +�II III Impervious Surface ROUO:0.399 p ENVIRowE
111 aF tress requlredell C�WA
O-40.1 - -/ + 49.81 46.38 51.25 y , I 1 � ( j 1+ 50.71 of trey pro~. 12 j H C AR M1SS�CN
INV.46', �arsN ;..zei•Bi �� +49.38 51.01 45.21 �ooef shrubs rpulred:36 NCR RMENT CCM !� 1 �Ty
\\\\ 49.62 •.•.• - =`09 /•/ SETB(Sa provided: 0NAGn1^' FWR/CU AL
\\ ..:'...:. • •. �''i� +49.69 Front
10')
Ski"
+49.73
BHP WESTERN 404 WETLANDS
M.B.26 P.79 12d(tc%
Q 0.8.1460 P.396
NO PORTION OF PROPERTY IS INCLUDED IN ANY ADOPTED CITY PLAN.
+49.71 ZONED TCA �o��U Dj�og�
(VACANT) (JJ�7+1 NOT RELEASED FOR CONSTRUCTION
49.39 (hl
DRAINAGE AREA SUPPLEMENT
r r
PREPARED FOR
Emmerdale
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, INC
PREPARED BY
OYMER/DEVELOPER: JOHN L. PIERCE & ASSOCIATES, P.A.
SMRMWATER DESIGN PREPARED BY: EMMERDALE LLC
315 TURNER STREET 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
CRYSTAL COAST ENGINEERING, P.A. BEAUFORT, NC 28516 PHONE: [phone] DATE: APRIL 3, 2006
3817-3 ►lis=U WAY - RUINIWr, N.C. - 28639 252-504-2424 SCALE: 1"- 50' F.B. , PG.
Phone (910) sB6-o9oe ftz (9Lo) 325-OM JOB # FILE NAME:
wew.arystdooasten`ineeeln8.aom David L Newsom. PS GRAPHIC SCALE
50 0 2s 60 100 20D
( IN FEET )
I Inch = 50 tL SHEET 2 OF XX

CONSTRUCTION NOTE&
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE 20. ALL CLEAN -OUTS TO BE IN VALVE BOXES IN PAVED AREAS
TIME OF CONSTRUCTION. 21. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.A. MAP 3720437800 J.
2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN EFFECTIVE DATE NOVEMBER 3, 2005. STORM PIPE DATA (ALL PIPES ARE RCP
WATER AND SEWER LINES. 22. ALL EXTERIOR LIGHTS WILL BE LOCATED AND POSITIONED SO NOT TO ADVERSELY AFFECT Rational Method: UNLESS OTHERWISE NOTED)
3. WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR. ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC. Q=CIA 0=(0.53) (6.5) (A) 0=3.45(A)
4, ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL 23. EXISTING DROP INLETS AFFECTED BY CONSTRUCTION TO BE PROTECTED PER DETAIL
MEET WITH THE CITY OF POSITIVE
SPECIFICATIONS.RBUILDING
24. PROPOSED ROOF TO BE PIPED INTO PROPOSED DRAINAGE NETWORK.
S. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE PIPE AREA(AC) Q v4SLOPE LENGTH(FT) SIZE(IN) zt
FILL AS REWIRED, 25, ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 75 WORKING DAYS OF THE 8. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE COMPLETION OF ANY PHASE OF GRADING. Al 0.17 0.59 0.30 24 12
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL 26. THERE ARE No STRUCTURES WITHIN 50' OF THIS PROPERTY EXCEPT AS SHOWN. A2 0.21 0.72 0.30 200 12 WESTERN BLVD.
7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL 27. ALL CURB AND GUTTER TO BE SPILL TYPE 24'WRB @ GUTTER (UNLESS OTHERWISE SHOWN). A3 0.67 2.31 0.30 128 15
ARE REWIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS. 28. A WET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR WILL BE REWIRED A4 0.22 0.76 0.60 180 12
8. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCEFOR 7HE SERVICE INSTALLATION.WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS A5 0.79 2.72 0.60 148 15
9. SITE ACCESS: ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS SHOWN ON 29. ALL SIDEWALKS FRONTING THIS PROPERTY SHALL BE FREE OF CRACKS, BREAKS AND OTHER A6 1.84 6.34 0.35 72 18THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCE AS SHOWN ON THIS PLAN. DEFECTS PRIOR TO THE ISSUANCE OF A C.O.. A7 2.09 7.21 40 -24-ta'10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER 3o. ALL EASEMENTS ARE PUBLIC UNLESS OTHERWISE NOTED. 6b
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS 31. NO AREAS OF ENVIRONMENTAL CONCERN WETLANDS, ETC. EXCEPT AS SHOWN.11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. 32. NO PARKING ALLOWED WITHIN THE FRONT SETBACK. B1 0.25 0.84 0.30 24 12
12. MAXIMUM BUILDING HEIGHT IS LESS THAN 60' B2 0.49 1.69 0.30 156 12
13. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. 33. RAMPS AT ALL SIDEWALK INTERSECTIONS WITH ROADS OR DRIVES TO BE ADA APPROVED. B3 0.91 3.13 0.30 100 15 GUM BRANCH ROAD
14. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE 34, ALL STOP SIGNS SHALL BE R1-1, 30" AND INSTALLED To MUTCO STANDARDS B4 1 .36 4.69 0.30 100 18
PROPOSED CONSTRUCTION. 3S ALL HOPE PIPE TO BE SMOOTH CORE (DOUBLE WALL LOAD BEARING) AND TO BE
15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. INSTALLED PER MANUFACTURERS SPECIFICATIONS B5 0.39 1.35 1.30 80 12
17. DEVELHANDICAP
TO INSTALL STOP SIGN AS SHOWN. 36. ALL TRAFFIC FLOW ARROWS, LINES AND CROSSHATCHING SHALL BE PAINTED AS IT IS SHOWN B6 2.05 7.06 0.40 96 18 y4
17. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER R-7 OR / 1{VIH
12-8 SIGN. ON THE SITE PLAN. / � B7 2.35 8.11 TI�LI 40 s4-18" NC
18. NO NATURAL GAS AVAILABLE / 1.00%
19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE AS SHOWN). 37. FOR BUILDINGS OVER 36 FEET (MAX OF 56 FEET) 2 ADDITIONAL FEET OF SETBACKS /
( ) ARE REQUIRED FOR EVERY 1 FOOT OF HEIGHT OVER 35 FEET. // / i� C1 1.60 5.18 0.60 52 18
38. ALL ROADWAY MARKINGS AND SIGNS MUST BE IN C2 1.5 5.18 0.60 60 18 on
ACCORDANCE WITH THE MANUAL ON UNWORN TRAFFIC CONTROL // / CP I VICINITY MAP - NOT TO SCALE
DEVICES (MUTCD) AS WELL AS IN ACCORDANCE WITH THE CITY j
OF JACKSONIMLLE'S CODES AND ORDINANCES.
39. ALL SLOPES SHALL BE 3:1 OR FLATTER. G �
3TgCONSTRUCTION SEQUENCE
oR,�ecoq cy ` I
�'oVB 1. OBTAIN PLAN APPROVAL.
\ C) \ 2. INSTALL CONSTRUCTION ENTRANCE AND ROCK CHECK DAMS, N/F
MAINTENANCE PLAN AND SILT FENCES, THEN INITIATE CLEARING. PULLER PLACE LLC
�., s� pUG4D.B.2307 P.247
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED \ \ FR p4 3. CONSTRUCT POND AND ALL SITE IMPROVEMENTS. ZONED CU-TCA sls
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- \ p ACf (MULTI -FAMILY USE)
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. Rl�q IP4R 4. MAINTAIN STRUCTURES DURING CONSTRUCTION.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL I I ° OR/reN>s 5. STABILIZE SLOPES &DITCHES AS THEY ARE BROUGHT TO GRADE. �6-0e - - _J8.e2 - - - A 2•13 fill I I I
PRACTICES AS DESIGNED. 42.66 ',�.� _z --�\� I LI,
6. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN STABILIZED. r �� - - - - - a6
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK �}// �� - , - ag , ,,\ I ,
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY =6•e^ - - `4r$1 �ga�9 - - -\\ so.2 III I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
/� _ _ - ��� -• '_�'•'� 1 I' I , DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
HAS BEEN APPROXIMATELY 5096 FILLED. GRAVEL WILL BE CLEANED A as - as.o¢ _ _ ,�- - 3rr i s�r�C� 3,a \ III
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS Q 45.97 /i F -' - _ =- I I I INV=41.90 MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
`'/+' / / - � - - _ go / //48 III 1 HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
// �� / /% //d�a� 1� / T./ - MY
43.36
3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE / , 5F72 DRAINAGE ESM - -cue- i CLEARLY INDICATED; THAT THE RATIO OF PRECISION
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE // / �r a S� /�, /--- Ayi // Solt sa.a1 AS CALCULATED IS ta0.000+ : WITNESS N
SEDIMENT FENCE WiLL BE REPAIRED AS NECESSARY TO MAINTAIN A / �i // //i / so.zz ORIGINAL SIGNATURE, UCENSURE NUMBER AND SEAL
' PR PERTY LINE RUNS %ti//� / II 1 II THIS SAY OF 20_.
BARRIER. FEs 4zn 9 / / / - r / 1141 I
INV.42.38 - _ - - - - ALONG RUN OF BRANCH 4yis2 _ - - - - /' II IIII I�
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, // / / SIS 4758s
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE _ - - - - a - - - S,gD!% �� / 46.39
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ///� 49,17/////4E
+ - s -- .� _ / / - - gipG a • B ahw / IIII 11 I I -
45.91 - 4,790 INSTALL +50. I JOHN L PIERCE
,
_ RE OPAQUE FED I +48. .57 IIII �� 02a I
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY / / /86 404 j ® r - // MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL VEGETATIVE AREAS/.'`� - 9y \ sF / / -F• - - N090IupstFlR+ Tsa / Illl III R IIII �I
4
TO MINIMIZE THE EFFECTS OF EROSION. V/ 4ass % CA DITCH 45.67 _== j � +� ��/ /A1 / _ - - 4 7 s1.o IIII I I PP
/ + 46.75 49.5 •7 I I � 1 �{ I . I
.48.62 /1 - - / / / A / +49.19 / Ca.7 III If
IIII.
/ III 1 4aJ6 I 15, DRAINAGE ESML
i 1.47 1111
/ 47.85 / / 4_639_ 44.67 j I / .f� + 2 w6 49.8 DI 49.6 49.7 9\ .8 IIII III , +III 1 } 49.06
\39.Q7 47.51 +O P' 4 I 7.93 x - 44�� 'v 'j// / / - f 7 / 1 - - - .- - - _ TOP.48.8 ,� Na I II I
\` RCP � / � ( -48- - E INV-45.88 g5 R' Nil NV=•18.7 9.26 1 Ii„ 50.89 1( ,o
/ 4 Si18� / / /� / 49.8 • 77
I.DG49.3 49.7 49.8 W49.7 49. � ,IIII III , I I 11
80'RCP A'I' r -p �. / EXIST. Rjp /A / + 48. 92 S.F. -R ' Z ! 1 �. 0A ' I II I I III I 45.0
INV-39.02 / / / .79 F.F.Ii+49.87 49.7 IIII Ip1, S 3 HPS&R, INC.
FLUME ✓ ,% / R/ / / F \ I 1 I �49� ' 49.6 49.6 9 •d TYPE I III I I� PORTION OF LOT 3
INV-45.85 jr/6.84, p p�yq /i r aP.
� + •46.72 / / p / .tll►4` 45.i9 A. a9.7 I I / TOP-48.5 +, ,;Pad° 49.8 ,� �, 2 SF � `II ILII II , IIII I , µ0i M.B. 38, ZONED 'BST. K-403
e' VACANT
(/Q�y$'.33 \ INV-45.98 9,g I1
)46.68 /7,Q9 ^' !�7' / F6' .00 4 ' I I I 8 19'O•� F'F�' 0 I I I y (VACANT)
- ` 46.4 4g TgOp-4S y�df� l 1 49.s I If I'I 11 /L DITCH ,
INV- 49.2 > i ' +47.23 -`II /
azos z�B � 1 1 � / 48.66 IN I aa.e III , I
-47-. 46.47 \44.00 49.2 49.8 / 9 14 .
46.46 i� \ I 1 49.5 I� / { 6 III �51 50.23 II 1 9 26
/ /a6. pgNplCT}}80X 9 .5 �OP-475 49.2 AB I / / 49.9 ; III •2 448•.7 49.0 4499..84 pBl.� 49.5 _ J �' f N���v: 49q.6� "z6,-#II1l If
+45.071
INVjI
7III1,I
1
6 171,49.03 �
4Y.332
4.902
NV-4471to RET WA *
G�3/7 3 45.79.34
it 4 4
SDI I II I II
' II ,
II �y I
'7...i� 6.75 49.6 4D.5 \ 1 _.d• 6. 8
/
�cwQ iazlq / a,z ,' o
i + \ / x ♦ Ok 46.2 +48.34 I II II
/ IIJ 1
=Q Q'J4K / / i 47.63 zCB / / / \ \ \ I I II' j I F �' j I I site Data Block of Features
/ / II� TDP,/47.2 46.66 e�' �MUNIT't PIT +48.70 \ '•"n °' /
�4(� " 4 INVO4s.2 z6a o o G' VEXR oasESHOE v as N I I, 1 I I I
,y /", 6 46.68 AREA \ I N' �(, a8.07 49.7 �2�$q I W 1 , Existing use (s): VACANT
Q� 46/// i 47. 6 .02 INV- /l�v'�bp \ �u� ' ` 4g,7 \ 70" µ, I3 III proposed use(s): MULTI -FAMILY APARTMENTS FOR LOW OR MODERATE INCOME
V h s f ?a 40.07 TRASH ^•'� �` \ /fin \ ?4 ITT 50. 41 I111.1 pedal uea permit: APARTMENTS WHERE THE TOTAL COMBINED SQUARE FOOTAGE
7.45 / ,VO• / 1, i RECEPT CLE •F` o b C/L q EXCEEDS 25,000 S.F.
47.6y DITCH TO / �� Freed © DI \ / / � +47,74 +48.67 `- 8 -- I, +�Abg I '. square footage of proposed buildin s 53,692 S.F.
�.85/ , / BE Fl Bores M�jO TOP.48.0 / 49.8 rl I 9 9 P oP 9( )
/ LL� / B- 9 4g,7 +48.53 //II I +48.68 square footage of existing building(s):-0-
7 / /\L IN z _- /Lam,__ -_ as Dml y INV-45.02 / I I I I II �I:i 49.63 Building Height 28'-4' (max. Be')
4783 .2_ -- 9 �`S �Tabl �'7 47.6 / 49.9 III II, / _ .07 tonal acreage; 8.43
47.56 1 49.7 48.48 +� ', 1 I 8.78� 49.62
SIS 9 r I / III. I IIII SIS acreage of land top disturbed and exposed: a AC.
1 / /,•, �¢ / DI 49'56'10 W 223.38' 48.8,` �N 49.6 / I , 1,200 e.f. of open apace per unit required: (48 unite 1200) - 55,200 e.f.
47.80 `� `gy y6we5 / / If 11,• 11, 111.7 recreation ace Iw open space provided: M630 af. > 55.200 s.f. O.K.
/ c/e ,/ ` �'9 � � 404 WETLANDS / I 11 I I II W number of lots:
/•�� � 6 � , N II I II • minimum lot e:e:N/A
/ /48.t3 a8.32 / ,,&7 / v , - 4 �' +48.02 . �gP �'1 .*( II I I number
of unite(dwalling.
status (rental, condominiums. eto�RENTAL
,Q16 i ; // / I \ 48.8 1 /r h,C,111 I average lot sizes N/A
/ C LING
DITCH p 'V + ^ /I 11I I11 IIII
/ 74 � � // / � +45.46 +48.58 + 6 PLA WIND / '- �� W. {t��y � Y +W k �i II1111 �PP type of units. RESIDENTIAL APARTMENTS
0 ! / / ^` 9\ '�F 47.98 �• ,�7{� M I v 1 I denelty.5.48 UNITS/ACRE
%/ ENCH W/ /S'y�g�d., 49.0 rpy / / IIII 111 1 \ 111.1 I 10 UNITS/ACRE Max.
/ / / BACK 49. Qw •' 0 e 4,9.a8 Ij St.t I Max. lot coverage allowed: 45X
j
/ / / yy, ,0 49.2 y ADDITI0NAL BUA 48a1 d 111 1 9 4bit. I+48.97 number of parking paces required (APARTMENTS -LOW OR MODERATE INCOME, 1 SPACE
47.96 48` / +42.88 SIGN "WARNI G- 49.1 �5,0.9 II, 111 PER UNIT) 4841 - 46
\59''4802 6� 8.29 CF9LD- / O• I IIII''-(TTT��++,, 20% REDUCTION IN PARKING SPACES
`i 11 IIIA 0 \ , 8 1 111 1 I (57,770 S.F. BLDG AREA > 23,000 SF.)
��'i4 J•I 'S1a 1I, ' +42.41 �. �C INSTALL "I � 44 3 �P i (CONSTR. BY WELD GTON 11 1 I I�IIII 45.0.2D-9
1[JJII E + 24 INV 111 I 11 48-9 - 37 TOTAL PARKING SPACES RED.
P' a8f4/7
53 �1pHdl' 39.85 I �La� ARW WMPSTER ,\ 49.5 49.8 ; ' +4 3S I D E W A L� - 2 S F 1 I III• I I, I II j 1I 1 number of parking paws proposed: -
V CONC• 37
0.-48,8 49.2 I III I number of compact
pow* existing: (up
/ Yp ,p FF I ,III 1 11. number of compact paces allowed (up to 25S far Iota w/10 ar more spaces)- 38
A+46.60 � 60.0 +47.9s - I III III I I I , number of compact ear parkkq paw.:-oe.6 404 WETLANDS / \ ' 49.8 I / STR E E T 6 2 8 S F I number of parking paws provided:137
�� 49e / I ,III IIII I IIII I I I the map book and page number.50/214
► o deed book and page number.2654/806
8.,7 78 41 ` �' TOTAL / 1330 SF 1, 111'Ij, I I11III1 I tax mop and pare«number.339/1&44
/ o^oar So.o 11
+46.22 / \\ \ 49.8 47.64+� / 1 11fI1, I 1 1111 1 al calculation of required landscaped area:
1 calculation of vehicular surface arse existing:-0- S.F.
&GUTTER (TYP) 4II,I I1, I I IIII' I 1 1 calculation of vehicular surface area propceed:72,401 S.F.
g5�
+42.73 \� \ +47. CURB
- - ED•2 --f 11 I 11 I Impervious Surface Area (exdudng uNdi gs):1 0.61 SF.
48 23 ADDITIONAL/ D R A I N48.49 A R,�P+J, �' , 2,' S F R «�• Surface i Area (including buAdinga):130,819 S.F.
Required Iandeca a sc688 SF.
�i ! S
-� �� •� +48.13 46.38 51.2551.51'�ii 1' 1I+50.71 PrpoNded Interior landswpiny:7,11s S.F. CAN
�irul /arytiJ
1 \ TOP-49.1 _ R aired Interior landscaping: 4,344 S.F. rl ot1
39.30 \
a O 8.96 / \ IN �,,IN 284.E j / 48.32 45.21 Provided exterior landscaping: 2,200 S.F.
/ / + 48.13 �� 10' Lm"'� IN 56-09 44/ Total development Impact area (disturbed/expwed
+ .82 LEGEND: / \ �8 are i):322,344 SF.
- + 47.96 Impervious Surface Ratio:0.401
SF = SILT FENCE / \ i / of trees required:12
- EIS = EXISTING IRON STAKE / SS _ / / of trees provided: 12 t
SIS =
SET IRON STAKE GW =
TB =
GUIDE WIREa
TELEPHONE i b�
ECM =
EXISTING CONCRETE MONUMENT
+48.00
404 WETLANDS
SPK =
SET P.K. NAIL �TRAFFIC
=
FLOW(PROPOSED)
BHP WESTERN
TRACT 1
N/F =
NOW OR FORMERLY
M.B.50 P.214
/ of shrubs requlred:36
/ of shrubs provided:36
1)IUV (/ j i`(t.f'
SETBACKS:
Front - 10'
Rear (north) - 5'�
Sides - 5'
\ R/W =
RIGHT-OF-WAY +47.99
-SF-
= SILT FENCE +48.13 D.B.1460 P.396
NO PORTION OF PROPERTY IS INCLUDED IN ANY ADOPTED CITY PLAN.
M.B.L.=
MINIMUM BUILDING LINE
+25.66 =
EXISTING GRADE ZONED TCA
CA =
SL =
CENTERLINE
SECURITY LIGHT
z7.9 =
PROPOSED GRADE (VACANT)
DRAINAGE AREA SUPPLEMENT
ae.33
TP =
TOP OF PAVEMENT +48.19
PP =
POWER POLE
TW =
TOP OF WALK
NOTE: THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY:
6--E--E�-=
POWER LINE
=
PAINTED STOP BAR
JOHN L PIERCE,PI$ L-2598, all 6. 2006.
STORMWATER/ GRADING PLAN
CO =
SEWER CLEAN -OUT
stop
7.7a
THIS MEDIA SHALL NOT BE DERED A CERTIFIED
WV =
WATER VALVE
BO =
CONC BOLLA�
DOCUMENT.
PREPARED FOR
FH =
FIRE HYDRANT
sTOP
Emmerdale
SSMH =
SAN. SEWER MANHOLE
+48.07 =
STOP SIGN
TB = TELEPHONE BOX = DOUBLE CONC. BLOCK FILTER
EOPz3EDGE OF PAVEMENT
<jaTRAFFIC FLOW(EXISTiNG)
t;CA '
+48.24 = DBL = DRAINAGE BREAKLINE
�` h `-
OWNER/DEVELOPER:
_
FO =FIBER OPTIC CABLES HANDICAP PARKING SPACE
9�•:
ENGINEERING DESIGN PREPARED er.
EMMERDALE LLC
FES = FLARED END SECTION
S AL t
315 TURNER STREET
■ ®®To ®� ®®■ =GRADING LIMITS
=
CRYSTAL COAST ENGINEERING, A.
BEAUFORT, NC 28516
= Proposed Steel Security Light = RIP RAP CHECK DAM
_
I 48
3617-8 FREEDOM RAY - HUBERT. N.C. - 28539
252-504-2424
= YAUPON HOLLY(18) = RIP RAP APRON
`; Q : �•
Phone [phone] Fax [phone]
PE
CURVE TABLE
,• `'•. !p.EE••
www.ezyxtalcoaetendlaeerinR.aom David Newsom,
CURVE CHORD BRG CHORD DELTA RADIUS ARC TANGENT
= RED CHOKEBERRY(18) ® = RIP RAP INLET PROTECTION
K.Ex,,."
N
REVISED 6-22-06
Ct S71.53'11"W 42.72 8.09'56" 300.00 42.75 21.41
= DRAINAGE FLOW DIRECTION
((� I
REVISED 7-24-06
C2 N72.21'53"E 193.64 712'33" 1540.00 193.77 97.01
= HANDICAP RAMP
CJI
REVISED 7-27-06
= RIVER BIRCH(12)
REVISED 10-19-06
= ADDRESS
REVISED 3-14-07
REF: PORTION OF D.B.1460 P.396
* DEVELOPER MAY SUBSTITUTE LANDSCAPING SPECIES AS LONG AS
REVISED 4-3-07
M.B.26 P.79
CITY OF JACKSONVILLE'S LANDSCAPING ORDINANCE IS MET.
TRACT 2 M.B.50 P.214, SLIDE L-1311
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PEPARED BY
JOHN L. PIERCER & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: APRIL 6, 2006
SCALE: 111= 50' F.B. PG.
JOB # FILE NAME:
GRAPHIC SCALE
0 25 50 100 200
( IN FEET )
1 inch = 50 n. SHEET 2 OF 12
TRACT DATA ........

1.
CONSTRUCTION NOTE-•
LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE
20.
ALL CLEAN -OUTS TO BE IN VALVE BOXES IN PAYED AREAS.
2
TION A TOIL TO MAINTAIN
CONTRACTOR TO MAINTAIN 10 FEET OF HORI20NTAI. SEPARATION BETWEEN
21.
THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAN ACCORDING To F.EM.A. MAP 3720437900 J.
WATER AND SEWER
EFFECTIVE DATE NOVEMBER 3. 2005,
3.
WATER AND SEWER SERVICES PROVIDED BY THE SITE
SERVIUNESCES
22
ALL EXTERIOR LIGHTS WILL BE LOCATED AND POSITIONED SO NOT TO ADVERSELY AFFECT
4.
ALL OF WATER AND SEWER MATERIALS AND PRACTICES SHALL
AND PRACTICES
ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC.
LEFT WIN THE C
THE CITY VI JACSITIVE
23.
EXISTING DROP INLET'S AFFECTED BY CONSTRUCTION TO BE PROTECTED PER DETAIL.
S.
ACT RA S FROM
CONTRACTOR TO PROVIDE POSITIVE CLtA0E5 FROM BUILDING 70 WALKS AND USE
24.
PROPOSED ROOF TO BE PIPED INTO PROPOSED DRAINAGE NETWORK.
G.
FILL AS REQUIRED.
THIS STE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE
25,
ALL DISTURBED AREAS WILL ABU2ED "MR 15 WORKING DAYS OF THE
COMPLETION OF ANY PHASE OF GRADING.
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL
25.
THERE ARE NO STRUCTURES WITHIN 50' OF THIS PROPERTY EXCEPT AS SHOWN.
7.
STE SUBG2ADNNG TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL
27.
ALL CURB AND GUTTER TO BE SPILL TYPE 24"CURB & GUTTER (UNLESS OTHERWISE S101W4}
&
NE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BAdffILL MATERIALS.
ALL STORM WATER HANDLING FACIUTES SHALL BE CONSTRUCTED IN ACCORDANCE
28.
A NET TM BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR WILL BE REQUIRED
BY A
WAIN N.C.O.N.R STANDARDS AND SPECIFICATIONS
FOR THE INSTALLATION.
9.
SITE ACCESS: ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS SHOWN ON
29.
ALL SIDEWALKS FRONTING THIS PROPERTY SHALL BE FREE OF CRACKS. BREAKS. AND OTHER
THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCE AS SHOWN ON THIS PLAN.
DEFECTS PRIOR TO THE ISSUANCE OF A C.O..
10.
ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER
30.
ALL EASEMENTS ARE PUSUC UNLESS OTHERWISE NOTED.
11.
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS
SUBJECT TO CONFIRMATION OF WATER METER SZE ADEQUACY.
1 31.
NO AREAS OF ENVIRONMENTAL CONCERN WEILNNDS. ETC. EXCEPT AS SION4.
12
MAXIMUM BUILDING HEIGHT IS LESS THAN 60'
32
NO PARKING ALLOWED WITHIN THE FRONT SETBACK.
I&
AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET.
33.
RAMPG 1T •11 MCWLY WvearGDfIEC W1Y OQLLiZro BE
14.
ALL POWER POLES, POWER LNES, ETC ARE TO BE RELOCATED TO ACCOMMODATE
PROPOSED CONSTRUCTION.
34.
ALL STOP SIGNS SHALL BE RI-1, 3W AND INSTALLED TO MUTOD STANDARDS.
15.
CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
35.
ALL HOPE PIPE TO BE SMOOTH CORE (DOUBLE WALL LOAD BEARING) AND TD BE
DEVELOPER TO INSTALL STOP SIGN AS SHOWN.
INSTALLED PER MANUFACTURERS SPECIFICATIONS.
17.
HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER R-7 OR
36•
ALL TRAFFIC FLOW ARROWS. LINES AND CROSSHATCHING SHALL BE PAINTED AS IT IS SHOWN
12-5 SKIN.
ON THE STE PLAN.
1.
19.
CAS AVAILABLE
NON DRAINAGE
ALL DRAINAGG SHA
LL ALL BE SWEET DRAINAGE OR NTH SURFACE DRAINAGE (AS SHOWN).
37.
FOR BUIMIGS OVER 36 FEET (MAX OF 56 FEET) 2 ADDITIONAL FEET OF SETBACKS
ARE REWIRED FOR EVERY 1 FOOT OF HEIGHT OVER 35 FEET.
GREENWAY SIGN
W
G z
2X MN.
GREENWAY WIDTH
ZONE
ZCLEAR
FmGE
3.0'
S
0' MIN.
10.
OF SIGN
38, ALL ROADWAY NAND SIGNS MUST BE IN //
ACCORDANCE NTH TINEE MANUAL
L ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) AS WELL AS IN ACCORDANCE NTH THE CITY /
OF JACIKSONMU rS CODES AND ORDINANCES.
0 ; GECP44
Cf Apq�,>xf
t
/
16.0' PREFERRED
EASEMENT WIDTH
MAJOR GREENWAY SECTION
NO SCALE
CURBLINE ROADWAY
N/F
PULLER PLACE LLC
D.B.2307 P.247
ZONED CU-TCA
(MULTI -FAMILY USE)
S 4352'43` E 134.20'
PROPERTY LINE RUNS
ALONG RUN OF BRANCH
SS
/ ' A I
/ /�� 108.E •'' 1p0 n 10, 5 5.9•
SPIK N 52V5'S4" W 5
SS
1` m
/ g CONG. WP
R20.0' r
JD• r!�
R
6 MO LEFT TURN" 3.0 9,5 E(MET
'9 PF 9GN - t
?� TYPICAL PR3•
�63�� a`z ��� / J Er H SPACE SPACE
p4' Access srt17-
O V '� / ASPII�T ryA
4e4(ZJ IY� ��/1 //J� R20.0' PROPOSED ��,.�nRIY
SIGN ANDING CatGXAW�( ' W WALK
pRFJ` °'
R62.5' �I
TRASH
RECEPjtOE
GI*SIS
N 49S6'1 W 223.38' SS
ply \\
\ 4' CONC.
WALK
no /N I \
I
SIGNsu491,
itARNING-
dNno
' REN AT PLA 1,
( I I I
404 WETLANDS
I I I
I U I I
9
A �ryOP� 1
i LEGEND:
A
H
SIGN
I
I.STWY 4'
Owl 11/C
WAY rA"; 143 ..►
PLAYGROUND
SAN
.BENQf w/
EIS -
EXISTING IRON STAKE SF =
SILT FENCE
-- \ SIS =
SET IRON STAKE GW -GUIDE
HARE
2 \ ECM =
EXISTING CONCRETE MONUMENT =TELEPHONE
BOX
U SPK =
SET P.K. NAIL
44*�=
TRAFFIC FLOW(PROPOSED)
N/F =
NOW OR FORMERLY
R/W W
RIGHT-OF-WAY -SF-
= SILT FENCE
M.B.L-
MINIMUM BUILDING LINE +25.60
- EXISTING GRADE
¢I i
f
CURVE TABLE
CURVE CHORD BRG
CHORD DELTA RADIUS ARC TANGENT
N Cl S71'53'11"W
4'
42.72 8'09'56" 300.00 42.75 21.41
N72'21'53"E
193.64 7*12'33" 1540.00 193.77 97.01
(10C2
0
L
REF: PORTION OF D.B.1460 P.396
M.B.26 P.79
L7
I TRACT 2 M.B.50 P.214, SLIDE L-1311
C/L = CENTERLINE
27A - PROPOSED GRADE
SL
SECURITY LIGHT
TP = TOP OF PAVEMENT
PP
= POWER POLE
TW = TOP OF WALK
--E--E--- - W POWER LINE
= PAINTED STOP BAR
CO
W SEWER CLEAN -OUT
sroP
WV
= WATER VALVE
BO = CONC BOLLARD
FH
= FIRE HYDRANT
SSMH
= SAN. SEWER MANHOLE
=STOP SIGN
TB
= TELEPHONE BOX
=DOUBLE CONC. BLOCK FILTER
EOP
= EDGE OF PAVEMENT
= TRAFFIC FLOW(EXISTING)
DBL =DRAINAGE BREAKLINE
FO =FIBER OPTIC CABLES
= HANDICAP PARKING SPACE
FES
FLARED END SECTION
= GRADING LIMITS
10,
- Proposed Steel Security Light = RIP RAP CHECK DAM
=
YAUPON HOLLY(18)
= RIP RAP APRON
=
RED CHOKEBERRY(18)
= RIP RAP INLET PROTECTION
= DRAINAGE FLOW DIRECTION
- HANDICAP RAMP
= RIVER BIRCH(12)
1o0 - ADDRESS
e DEVELOPER MAY
SUBSTITUTE LANDSCAPING SPECIES AS LONG AS
CITY OF JACKSONVILLE'S LANDSCAPING ORDINANCE IS MET.
f 1- t Y ~ r1
V, CCESS F
ASpKALT
15'30'46" E 273.74' '� 2 �" BLDG 6.A.rpE
\ \ SS / 5 4,790 SS'IRUCYURE
- n WOOD 50.0
I e ry �5m 1t
q o
/ I NPR,dti SIGN
I 1
9 / / ry•O
11 1 1
I -+ UMITTA/C
131 A/C / ASPA,LT
fvc.6'
'� , / eb9 900 B0.�
0 I I n$( 1
N a � 41
� � � I � I o r Ii .y o � e•
Esml'
pph
FENCE
IDIIAPSIIER
REF. WALL P I I I ^° ♦ A e o ^ Ill
s '
UNI-STORY
oe \ ITTORYy6• ° 800 �.a9 I o• ;gh //
mG@•eW o I \ 1 1 p I S / //
�, � / e a '�• / rya / /I/
/ / rJ �.i(VQ�y
bbryrr�4�4 / spa / a^..h 6'
i4
ti
W
IV
R VATElb )
\ \ 1;1
\ \ \ '� t0 ORAINAOE EsMT_ N 56'09 44 W 6� /
\ i
BHP WESTERN 404 WETLANDS
TRACT 1
M.B.50 P.214
0.8.1460 P.396
ZONED TCA
(VACANT)
'AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR
REQUIRED SIDEWALKS SHALL BE UNOBSTRUCTED FROM
6 INCHES BELOW GRADE TO 8 FOOT ABOVE GRADE
(OVERHEAD CLEARANCE). TELEPHONE PEDESTALS,
ELECTRIC TRANSFORMERS. DROP INLETS, FENCES, OR
ANY OTHER OBSTRUCTIONS SHALL BE REMOVED
AND/OR RELOCATED IN ORDER TO CREATE AND
MAINTAIN THIS CLEARANCE.
ACCESSIBILITY DATA:
a
All
1s.5TOg'f I
UHT
,JHAITE ESMT.
o ASPHALT
�ry0 I
1 50 150 160 � �i
m � _
•1'S lXg160�11 I A
404 WETLANDS
1 BEDROOM HANDICAP UNITS = 2
2 BEDROOM HANDICAP UNITS = 2
3 BEDROOM HANDICAP UNITS = 2
TOTAL 6 - ACCESSIBLE UNITS
\ 'V-
95
VICINITY MAP - NOT TO SCALE
I. JOHN L PIERCE. CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1'10.000+ : WTNESS MY
ORIGINAL SIGNATUR LICENSURE N ER AND SEAL
THIS --Spar of �., 020--.._..
4 9{
SEAL =
DRAINAGE
- '•, L-2596 ¢
9 , ((
° SUFt`i4
,`'rplpll r'l lll\11\11\\�\\\
HPS&R. INC.
PORTION OF LOT 3
M.B. 38, P. 177, SL K-403
ZONED 8-1
(VACANT)
Sit* Data Block of Features
Existing use (sr VACNIT
proposed u sk MIAT-FAMILY APARTMENTS FOR LOW OR MODERATE INCOME
special use permit APARTMENTS WHERE THE TOTAL COMBINED SQUARE FOOTAGE
EXCEEDS 25,000 S.F.
gross puss footage of proposed buFdlnq(e):33,692 S.F.
square footage of existing bu4dlmq (s):-0-
Building Height 26'-4" (max. 561
site ronl g: TG
told
ocreoge�M9md to be disturbed and exposed: 7.4 AC
1.200 e.f. of open space per unit require* (46 units • 12DO) - 55,200 cf.
recreation space or span span provkh,& 56.630 s.f. > 55,200 e.f. G.K.
numbs of latct
minimum lot she:N/A
average lot sh=N/A
number of unitAdeelHinq, cammrcial):46 DWELLING
ownership status (rental, eondonvinilms, eta}RENTAL
10 UMTS/ACRE Max.
Max. lot coverage allowed: 45%
number of parking pous reyked (APARTMENTS -LOW OR MODERATE INCOME. 1 SPACE
PER UNTO 4" - 46
20% REDUCTION IN PARKING SPACES
57,770 S.F. (BLDG AREA > 25,000 SF.)
(4 •0.20-9
46-9 - 37 TOTAL PARKING SPACES RED.
rembw of parking spaces proposed: 139
numbw of parking spaces existsg:-O-
number of compact spaces allowed (up to 25% far lots w/10 or more spaces)- 35
number of compact cur ar pkingq spo-0-
number of Parking spaces proNded.res:139
the map book and page nanber:50/214
dewed tack and page number:2654/506
tax map and parcel rulmber:338/18.44
calculation of r*Wked landscaped area
cdalation of vehk4Aor surface area exletinW-O- S.F.
oaladatlen of vehkWw surface area proposed.72,401 S.F.
hnpervlous suAan Area (excluding buEdinger86.916 S.F.
hnpWvlous Srlcce Ana (InEWdng wsangsxl[a,Drs sr.
Rsqu*W Iandscopinq.B.666 S.F. /
RaWk i interior Iandecaping:4344 S.F.
Provided interior lawWwapkg:7.115 S.F.
PrwAdW exterior la ndwopinT. 2.200 S.F. T_U.1V
Total devalopmennt Impact area (dI2tarbsd/expw0d,V� ^ROVED
arsay.322,344 S.F. AA
Impervious Surface Ratia0.3911
f of tress requks&12
Ines provided,2 NORTH CAROLINA ENVIRONMENT
f of
III of oh
rputad 36
of vhrW "°"°d`36f`DIAVNI AuEMaENWT ACTOTen«MM�IStSIOCRarr(rth) - 5'
Skies - 5'
NO PORTION OF PROPERTY Is INCLUDED IN ANY IEDCITY7.-
SPECIAL USE / SITE PLAN
PREPARED FOR
Emmerdale
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
OWNER/DEVELt JOHN L. PIERCE & ASSOCIATES, P.A.
EMMERDALE LLC 409 JOHNSON BLVD. JACKSONMLLE, NC 28540
315 TURNER STREET
BEAUFORT, NC 28516 PHONE: [phone] DATE: APRIL 6, 2006
BE
252-504-2424 SCALE: 1"= 50' F.B. PG.
JOB # FILE NAME:
GRAPHIC SCALE
5D m 25 50 100 200
REVISED 6-22-06
( IN FEET )
I inch - 50 ft. SHEET 1 OF 12

CONSTRUCTION NOTE&
1. LOCA71ON OF DM71NC WATER AND SEWER MAINS TO BE VERIFIED AT THE 20. ALL CLEAN-Ol1TS TO BE IN VALVE BOXES IN PAVED AREAS
TIME OF CONSTRUCTION' 21. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.CM.A. MAP 3720437800 J.
WATER
AND 2 RA70 MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN EFFECTIVE DATE NOVEMBER 3, 2005.
WATER AND SEWER LINES. 22, ALL EXTERIOR UG14TS WILL BE LOCATED AND POSITIONED SO NOT TO ADVERSELY AFFECT
3. WATER AL SEWER SERVICES PROVIDED BY SITE CONTRACTOR, ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC.
4. ALL INSTALLATION OF WRIER AND SEWER MATERIALS AND PRACTICES SHALL MEET 1N1H THE CITY OF JACKSONVILLE'S SIaEdFlCAl10NS 3. EXISTING DROP INLETS AFFECTED BY CONSTRUCTION TO BE PROTECTED PER DETAIL
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING To WALKS AND USE 24. PROPOSED ROOF TO BE PIPED INTO PROPOSED DRAINAGE NETWORK.
FILL AS REQUIRED. 25. ALL DISTURBEDA WILL BE fA IIUU�1I�'� KING DAYS OF THE
6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE COMPLETION OF ANY PHASE OF GRADING.
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL 26. THERE ARE NO STRUCTURES WITHIN 50' OF THIS PROPERTY EXCEPT AS SHOWN.
7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL 27. ALL CURB AND CUTTER TO E SPILL TYPE 2eCURB & GUTTER (UNLESS OTHERWISE SHOWN).
ARE REWIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS 25. A WET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR WILL BE REQUIRED
EL ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WIFOR THE SERVICE INSTALLATION,
TH N.C.DN.R. STANDARDS AND SPECIFICATIONS.
9. SITE ACCESS: ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS 040VM ON 29. ALL SIDEWALKS FRONTING TINS PROPERTY SHALL BE FREE OF CRACKS, BREAKS AND OTHER
THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCE AS SHOWN ON THIS PLAN. DEFECTS PRIOR TO THE ISSUANCE OF A C.O..
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER 30. ALL EASEMENTS ARE PUBLIC UNLESS OTHERWISE NOTED.
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS. 1 31. NO AREAS OF ENVIRONMENTAL CONCERN WETLANDS, ETC. EXCEPT AS SHOWN.
11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. S2 NO PARKING ALLOWED WI 12 MAXIMUM BUILDING HEIGHT IS LESS THAN 60' THIN THE FRONT SETBACK.
13, AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. 33. RAMPS AT ALL SIDEWALK INTERSECTIONS WITH ROADS OR DRIVES TO BE ADA APPROVED.
14. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE 34. ALL STOP SIGNS SHALL BE R1-1, 30" AND INSTALLED TO MUTCD STANDARDS
PROPOSED CONSTRUCTION. AL
L L HOPE PIPE TO BE SMOOTH CORE (DOUBLE WALL LOAD BEARING) AND TO BE
15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. INSTALLED PER MANUFACTURERS SPECIFICATIONS.
DEVELOPER TO INSTALL STOP SIGN AS SHOWN.
17. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE E17HER R-7 OR 35. ALL TRAFFIC FLOW ARROWS, LINES AND CROSSHATCHING SHALL IE PAINTED AS IT IS SHOWN
12-8 SIGN. ON THE SITE PLAN.
18. NO NATURAL GAS AVAILABLE. 37. FOR BUILDINGS OVER 36 FEET (MAX OF 56 FEET) 2 ADDITIONAL FEET OF SETBACKS
19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN). ARE REWIRED FOR EVERY 1 FOOT OF HEIGHT OVER 35 FEET.
ALL ROADWAY MARKINGS AND SIGNS MUST BE
AC
ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTOD) AS WELL AS IN ACCORDANCE WITH THE CRY /
OF JACKSONVIUE'S CODES AND ORDINANCES
OS�( C```/
RgGfCpq
MAINTENANCE PLAN \
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED \ \ \ sC pu44fR
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- Q p"Ce
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. I �� �', Rryq 0 AagRf
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL N7S,
PRACTICES AS DESIGNED. WN /
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS / / Q / l �j• /
/ IV✓S I 0
3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER.
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. // 49.17
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY .as // / //48
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL VEGETATIVE AREAS 27
TO MINIMIZE THE EFFECTS OF EROSION. as ss CAL DITCH 45.67
STORM PIPE DATA (ALL PIPES ARE RCP
Rational Method: UNLESS OTHERWISE NOTED)
O=CIA 0=(0.53)(6.5)(A) 0=3.45(A)
PIPE
AREA(AC)
0
%SLOPE
LENGTH(FT)
SIZE(IN)
Al
0.17
0.59
0.30
24
12
A2
0.21
0.72
0.30
200
12
A3
0.67
2.31
0.30
128
15
A4
0.22
0.76
0.60
180
12
AS
0.79
2.72
0.60
148
15
A6
1.84
6.34
0.35
72
18
A7
2.09
7.21
0.30
40
24
B1
0.25
0.84
0.30
24
12
B2
0.49
1.69
0.30
156
12
B3
0.91
3.13
0.30
100
15
B4
1.36
4.69
0.30
100
18
B5
0.39
1.35
1.30
80
12
B6
2.05
7.06
0.40
96
18
B7
2.35
8.11
0.30
40
24
CONSTRUCTION SEOUENCE
1. OBTAIN PLAN APPROVAL.
2. INSTALL CONSTRUCTION ENTRANCE AND ROCK CHECK DAMS, N/f
AND SILT FENCES, THEN INITIATE CLEARING. PULLER PLACE LLC
D.B.2307 P.247
3. CONSTRUCT POND AND ALL SITE IMPROVEMENTS. ZONED CU-TCA
4 MAINTAIN STRUCTURES DURING CONSTRUCTION (MULTI -FAMILY USE)
5. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE.
6. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN STABILIZED. 42,65
SIS i4�4 = 32.1111 -1 - - - - -4 fleas-
'b2'4g'- - - - �_ . / .ems OF
SIF
2 - - - - .-� aMT. - i
SF �L SF y \ 46.72 NY ORAI...GE I, - _�
PROPERTY LINE RUNS
50.22
FES 1 11 I III
4238 - -+azn „614G RUN OF 8 CH _ i /.. air/ i.5z .- - .� / / / / / -' ' / a as 4�_86llVlf 11
a^-�� •i ' i ' 46.39
46./39 +6sETL"R-A2 STORY �FCpOYANip/�AIs. � +5oL. fill 4.790sFNC4 I C l.za IIl
EDUPSE+h.64 Ill11
fill
I I
If - 5 11IIl
IfII I
I
9w If i
- 43.36
48.41
48.62 _ _ PP
aE / / ,,�3 ..��jSr- - - - / •cL4dt+ / +49.19 144.78 I11 I`II •til-
EXIST-4JS.33 /%/4x / i - .0,La�/ I'44.76/+46.89 i ';P / /' - 1-SIX �V�5Ap yS�• 9 .8 � ^ 0_ L47INV-39.87 47.5147.85 4 �'/V-4Gi69�44 67 �` ' " f+ 2 0 �'� C 49. 49.7 \ v / III I + 49.06
OF o 4Ts3s � � _ .i/ / /i �/ / 4B-TOP-flees 4 TDP-4e7 IIIp so10&.;/.I------_ 49.8 INV-45.e8 5 !'' INV-4e.79.2s II' S aa. i� / / / - - - -4 Z.�T•RE p I \\� / +14 .34 49.7 49.e49.7 w48.SA. 1.5 5T + 1W6.75 49.5 q, 49.7 81/ 4,392 CiURE . I 1 I I Y I I I
FLUME V-39.02 J / / �i_ _ Mi / WCFOF SOLO 4 I I 1�`.. I 149.4 + a9.87 �- 1 I III ).
INV-45.85 46.84 ,,6 t 7�
/ ,i / •OL� •� "'�: Nj
A5.7a., •69.7n 5�_ 4Ah
1a6.7a
O \ 46.4447.0)5 20
.1 47-• 46.46 •r� 40 � 1
/ .03 ai &5 R+ �JZ4 - /49.TOP-4i45:
3 / V. 49.78 ) �
C7 1 /
� / r
���/TBPiy/2
\� ^ 47 ,> INV-dS.iJ i.86 .77
a7.e9 / C
/47.1� -�' q µ� ae.sisr�\ / 48.7 48.5
�v / 47.1 - U
- -z / / 47.63 i0p-�4"7.2 47.65+
INV+/45.2 47.686 I COW�OQt �+48.70
CsA���''� HORSE
I I � I I I I .._ ..4s , _ � 49.e w.6 .� TYPE• .1s vO I I1111.111 g III I I I%3
/ 49.7 1 L) 11 I I l 1-stoaY TDIDP-45.5 +as.7o 49.8 1. 5°.FStR�C� 18PE uN11 H) 11 III1•1111f 1 Ij111 i IIh
. D' ' 49.�410
9.S l - I I"bf / UNIT H/C. INV-45.9E �' T_stORY . 4. 90. IIIIIf 1 III II'+
DI I II� I L. 1 1� 49.8 UNIT III I. I q
I 4� DITpi 1
w. TOP -flea 11 s9.s I I 1--148.66 / - UNIT f4 II
�I 1 aa.e II
INV-44.14 A I I +47.23 / >• 4D.8 IIIb`�-
/ �ip¢yt 50.23 49.26
49.4 A8 t \ \ +ae.� 49.9 ,�, t. of ' 9 III, 50. 11 •° 1 1
49. 49.0 49.3 ® Ii I (/) / P' s 6 .�,!?,�•iy FEs I I II
49.4 49.s y z as.O3 ft� �d
1 y$4 49.6
49.6 �2 ' ,a^3 TI III III Z 1�11
\ RET. W +a5.7� K 49.8 a9.77� \ II
Lo sts E POND so ao+& N I I Ill
UNIT INV 46.26 Li�'t•�G
N
I-SrORr +49.70
UNIr / / / \ I I IIIf & i III I I
47. 6 / el 46.6V / AR£A' $
.02 'Fh7g \
��i.as yyo•" I� syJ /i� .9 ae.ao RE H cLE © ^�fb
a7.85 ,�..,"'y �' �. n.6P DBE ITCH / SF -��., �_-� ta27hg
4rj J --�-/� .► y` -Due
47.03 ,SI.- 2 -•f
47.56 SF SIr T- 8.1
SOS} +4
�•1 49'56'10" W 223.38' SIS \
47.80 / % /V I /
\/ /` /
48.13 48.02 / / l \
/�T CAL DITCH 1 \`
4 dj 0 48.80
' / +48.70 + 0
4z-y- 96 -^ 48. e ' �� +48.42 SIGN 'WAyRINNIINpG- ,
I �8.59 48.02 �46.29 RENTUATRPLAY CHILD-
a °
48.51 d + 48.58
48.17 I
I 48.53 Il
PLAYGROUND
SAND W/
serf
/ 1 404 WETLANDS +48.84
/
ae�3t
+48.70
+48.38
/ \r
J 40dA8.96 4 .834�48. 7 1 1149.36 \ //
i II dp.75 ` LEGEND:
EIS - EXISTING IRON STAKE SF = SILT FENCE /
SIS - SET IRON STAKE GW = GUIDE WIRE4
\ ECM - EXISTING CONCRETE MONUMENT TB TELEPHONES
u SPK - SET P.K. NAIL = TRAFFIC FLOW(PROPOSED)
N/F - NOW OR FORMERLY )
R/W - RIGHT-OF-WAY *ae.efi -SF- - SILT FENCE
m M.B.L.= MINIMUM BUILDING LINE +25.66 - EXISTING GRADE
vCA - CENTERLINE z7.9 - PROPOSED GRADE
SL - SECURITY LIGHT
lu <a8.99 TP - TOP OF PAVEMENT
� PP - POWER POLE TW - TOP OF WALK
+49,37 --E--E-E-= POWER LINE = PAINTED STOP BAR
CO - SEWER CLEAN -OUT swop
3 WV - WATER VALVE BO - CONC BOLLAA6 23
a FH =FIRE HYDRANT +49.06 ® STOP SIGN
+I SSMH - SAN. SEWER MANHOLE
a TB = TELEPHONE BOX
EDP - EDGE OF PAVEMENT tt =DOUBLE CONK. BLOCK FILTER
+49.66 + -'4TRAFFIC FLOW(EXISTING)
DBL DRAINAGE BREAKUNE
3
a FO = FIBER OPTIC CABLES
& = HANDICAP PARKING SPACE
FES FLARED END SECTION GRADING LIMITS
- Proposed Steel Security Light = RIP RAP CHECK DAM
CURVE TABLE YAUPON HOLLY(18) = RIP RAP APRON
i CURVE CHORD BRG CHORD DELTA RADIUS ARC TANGENT = RIP RAP INLET PROTECTION
N RED CHOKEBERRY(18)
C1 S71'53'11"W 42.72 8'09'56" 300.00 42.75 21.41 :cc* - DRAINAGE FLOW DIRECTION
w C2 N72'21'53"E 193.64 7'12'33" 1540.00 193.77 97.01 - HANDICAP RAMP
0 - RIVER BIRCH(12)
L
� REF: PORTION D.8.1460 P.398 a TRACT M.
2B.50 P.214, SLIDE L-1311
DEVELOPER MAY SUBSTITUTE LANDSCAPING SPECIES AS LONG AS
MCITY OF JACKSONVILLE'S LANDSCAPING ORDINANCE IS MET.
TRACT
VICINITY MAP - NOT TO SCALE
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10.000+ WITNESS MY
ORIGINAL SIGNATURE, UCENSURE NUMBER AND SEAL
THIS 'j PAAYY OF - 20-OG
`-�T7 1 11���11tNI �AJOHN L. FILKUL
i tin,
o, Lf;
DRAINAGE ESM.T
a F;cAL
L-2596 Cr
i vO tiO SU��G�
i
HPS&R, INC.
PORTION OF LOT 3
M.B. 38. P. 177, SL K-403
ZONED B-1
(VACANT)
N 149/ $ / / \\ N III II I y I�I I I I Site Data Block of Features
P`7 Naj \�+A ass? 49.7 / \2�s, I,^ III I III Existing use (sy VACANT MODERATE
INCOME
\ �, N N 49.7 \ 0 FY .' na, 3 I I I Aproposed
r :id uu irmit ULTI-FAMILY APARTMENTS FOR LOW OR APARTMENTS WHERE THE TOTAL COMBINED SQUARE FOOTAGE
DI \ / / f-' a9.16 / \ \ 42 e9, I,�i«I1l 50.47 +� I I I •I I CAL EXEEDS 25.000 S.F.
TOP-45.6- / ' + 49.8 496 +49.67 I �k gross square footage of proposed bulding(s):53,692 S.F.
INV-45.02 49.7 +49,93 /j11111 ,'I' I 48.68 a9.63 square footage
28' 4�ing building
58) (sr-D-
9 4a 48. 1, �h 49.9 49.7 4 / I II II I 1 00 - -_ a6.o7 site zoning: TCA
49.8 total ocrwgr 8.43
1 , 49.73 + I I 48.78� 49.82
II11.11 IIII SIS acreage of lord n p al ter unit
and Trod; (: u AC.
4" ,il�,, .V 49.8 I I I recreation
a.l. of open epaw per unit sided: (46 units a M2 - 5. O.K. cf.
^tip 49.p " / n' III'II 111,1 W noreatbn spas r apes space provides: 56,630 e.f. > 53,200 eel. O.K.
•� `0 4, > b � w� 404 WETLANDS / 111111 IIII• I numbmInkw of lot lots:
�• // number of w dwN6ng, oommrcial):46 DWELLING
4S7 l 48.8 ' 11` / y4. •y +49.53 LSI,�Vy ,F 3 III�II I (IIII III average lot sizc N/A
dAaN d AN •Q • )
'Pre t _ st ti 4L ry 4 p^ 1IIII I I II 1111� p tWe of u stab (rental, coAPARTMENT. eta):RENTAL
/ A P�.F�._ �� 49.36 /. h,y ,r �'' / I III.111 ^� Illll PP Oan•Ity.8.46 UMRETS/Af�CftEUL APARTMENTS
+
49.5
\\ \ 49.8
+ 49.41 \ \ \
as
+ 49.39
49.2
49.8
49.74
CURB A GUTTER (TYP)
+ 49.80__r7;_
Go
TOP-49.1 SF
_-INv-46.1 SF
��ESM7r%_ SF 284.6' /
10'N 56'O944 /
49. / / ,41
r � �
TOP-48.8 /
INV-/6.8 J +49.83 + 49.8,
+49.84
49.45
J
+as.e1
+ 49.38
+ 49.69
BHP WESTERN 404 WETLANDS
TRACT 1
M.B.50 P.214
+49.71 D.B.1460 P.396
ZONED TCA
(VACANT)
lshIjar
o,Alou
d///3IIIllIl,l1ll'1Il 1I IyI ) s�I I 11lllI I I WI 10 /ACRIE Max.
1 Max.lot coverage allowed:
wad: 45L7 + 4�48.97 number of parking spaces requir
ed (APARTMENTS -LOW OR MODERATE INCOME, 1 SPACE50.00 ..9 { PER W46N I- 46
209noNPARKING SPACES
�o°oF. BUGG AREA > 25.000 S.F.)
z�BIIIII
/y I I Ill'II I I IIII II I II 1
I �1 IIIIII IIII III II 1I TIiIlIlI•lI II I 4- TOTAL PARKING SPACES
numbr of parking spaces pre ; 139
number of parking spaces axNtin;:-O-
number of compact spaces allowed (up to 25X for lots w/10 or more spaces)- 36
number of c t car parking spmw-0-
number of park apogee pro er.50/ 9
I III I I III I I the map book and page numbr.50/214
I I IIL111 1 I IIII I I I dew book and page numbr:2654/506
tax map and pargN numbr:338/18.44
III'lll I I IIII,I calculation of required landscaped area:
calculation of vehloulor wrfaa area existing:-0- S.F.
/ II II II I IIII I I calculation of vsh1wir surface area proposed:72,401 SF.
I I I 1 1 I Impervious Surface Ana (esduding buldings):86.918 S.F.
III II Ill I I I Impervious Surface Ana (including buAdings):12a.379 S.F.
+50.t5 50,89 + I' III I IIII I Requlnd Ion in -8,688 S.F.
a6.38 *51.25 ,1 lll II+50.71 ProroMMlndtl Ini or iaacrledec�m"qt i.115 S.F.
5t.51 45.21 Provided exterior landecapMq: 2,200 S.F.
ALL PROPOSED GRADES ARE TOP OF
CURB UNLESS OTHERWISE NOTED.
CRYSTAL COAST ENGINEERING, P.A.
3817-8 FREEDOM RAY - RUBEET, N.C. - 28539
Phone [phone] Fez [phone]
www.ary*Wcoastenginooring.com David Y. Newsom, PE
Totd devMopment Impact area (disturbed/exposed
orea):32Z344 S.F.
Impavbus Surface RaUa0.399
I of troy required: 12
/ of trees provided:12
N of shrubs requk9d:36
IF of shrubs pnvided:36
SE78ACKS:
Front - 10'
Rear (north) - 5'
Sides - 5'
NO PORTION OF PROPERTY IS INCLUDED IN ANY ADOPTED CITY PUN.
SEDIMENTATION/EROSION CONTROL
STORMWATER/ GRADING PLAN
PREPARED FOR
Emmerdale
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
BY
OWNER/DEVELOPER: JOHN L. PIERCE RE&EASSOCIATES, P.A.
EMMERDALE LLC 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
315 TURNER STREET
BEAUFORT, NC 28516 PHONE: [phone] DATE: APRIL 6, 2006
BE
252-504-2424 SCALE: 1 "= 50' F.B. PG.
JOB # FILE NAME:
GRAPHIC SCALE
50 0 25 50 100 200
REVISED 6-22-06
( IN FEET )
1 inch = 50 ft. SHEET 2 OF 12

SOCIAL NOTE REGARDING RETAINING WALL
RETAINING WALL STRUCTURAL DESIGN BY OTHERS. BASE OF WALL
SHALL BE INSTALLED AT ELEV. 44.0 (ABOVE 1" STORAGE ELEVATION).
ELEVATION OF TOP OF WALL SHALL VARY DEPENDING UPON FINISH
GRADE ELEVATION (VARIES ELEV. 47.0 - 49.0)
100YR STORAGE
(ELEV 44.28)
10YR STORAGE
(ELEV 44.15)
RET. WALL
OUTLET
p STRUCTURg
o
''�-----I_---_j
Treatment Pond - Plan
Scale: 1" = 20'
SEEDBED PREPARATION NOTES,
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPHATE.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE,
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND
AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY 'OVER -EXCAVATE' THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION, HOWEVER,
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED
TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED.
- - Ret. Walt (Where Top of Ret, Wall - Elev. Varies 47,0 - 49.0)
Inly)ated on Plan —r by
Wall to be designed
by others
Rn nC Dn+ Vnll - ri.- Adnl
Inlet Pipe
Jr�sP�ge¢d
1 �t¢r� \st�cp¢d
1 0o. r\o\
Bottom Ret Wall
Elev 37.50'
F
SEEDING SCHEDULE
NOTE, ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED. VEGETATIVE
SHELF SHALL NOT BE SEEDED AND SMALL BE ALLOWED TO GENERATE NATIVE
VEGETATION.
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED, 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
WHERE SLOPES EXCEED 47,
MATERIAL APPLICATION RATE
LIME 2 TONS/ACRE
20% SUPERPHOSPHATE 600 POUNDS/ACRE
FERTILIZER(10-10-10) 1000 POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (HULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (UNHULLED) 20 POUNDS/ACRE
RYE (GRAIN) 25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31 50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USER
Elev, 'B'
Outlet Structure
(See Detail)
Elev,
'E' (100 yr storm) S
10,
Elev,
'D' (10 yr storm.) v
3' Veg. Shelf
Elev,
'C' Cl'Deslon Elev.) v
Elev,
'B' Permanent Pond NZ
oq
Draw Down Orifice
1
(See Detail)
7VegetatedShelf
1
Elev, 'A-1' Bottom
Plantings
(See Planting Scedule)
Main Pond
CONSTANT POND SURFACE AREA 4,508 S.F. 2 EL= 42.50
I' DESIGN SURFACE AREA = 5,586 S.F. 8 EL= 43.49
APPROX. TOTAL POND VOLUME = 7,522 CF
ACTUAL FOREBAY VOLUME = 1,585 CF (21.1% OF TOTAL VOLUME)
w
Pond Dimensions & Layout
Scale: 1" = 20'
TRASH RACK
/(SEE DETAIL)
4R
4-3' ALUM
ANGLES
TOP
V
I
1 ELEV 'E'
PLANTING SCHEDULE
/
�� PRIMARY WEIR
'
��
. ELEV 'C'
ALUMINUM TRASH RACK �'
t$IE R PLANTING SCHEDULE APPLIES ONLY TO VE TED SHELF AND VEGETATED
�MARY
R
1
E 1
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED ESTABLISH UNIFORM GRADE
33E' DIA. CORREGATED
PRIOR TO PLANTING. PLANT ANY TWO (2) OF THE .OWING SPECIES WITHIN
ALUM, RISER
THE LIMITS OF THE DESIGNATED VEGETATED SHELF A DENSITY NOT LESS THAN
ONE PLANTING PER SQUARE YARD,
CONC
I
OUTLET PIPE INV
SCIENTIFIC NAME CDMM13N E
Peltnndra Arrow A,
FILL
_�
ELEV "B'
RISER
latif 11
Sndropo la Intifolla Arrowhea ..uck Potato
BOTTOM
(SEE DETAIL)
Andropogen virglnkut Hroomsedge
Andropspp. plomtrntus Bushy Benrdgrazs
..................
! ELEV "B" - 2.00
Cattail
TyphoCerat
S
Cerntophyllum DWQersun Coontnll
phy
f
Sdrpus pungens Common Three Square
Lamna spp. Duckweed
Saururus cernuus Lizard TnR
Hibiscus moscheutes Marsh Hibiscus
Pontederla cordata Plckerelweed
Riser
Trash
Rae k
Potanogeton pectinatus Pond Weed
Leersia oryzoldes Rice Cutgrass
Cortx spp, Sedges
Sclrpus valldus Soft Stem Butlrush
Polygonnum spP. Smartweed
Juncos effesus Soft Rush
Nuphor luteum Spatterdock
Panicum vergatum Swltchgrass
Accrue; calamus Sweet Flap
Elodea conadensls Waterweed
Vallsneria nmerlcana Wild Cttery
Zizanla aquotica Wild Rice
�—
No 5 Bar 'U' Strap
(Coat w/ Bitumastic)
12' No,
57 Stone
Embankment shall be constructed of
uniform native material (free of excess
silt, rock or gravel, debris or vegetative
matter) compacted to 95% of maximum dry
density In accordance with ASTM D1557
(8'-12' Lifts)
Outlet Pipe (Size and
Material per Drainage Plan)
�Antl-Float Block
(60 CF Concrete)
Emergency Spillway (100 yr. Flood Elev,)
\—Anti-Seep Collar
(See Detail)
ELEVATIONS
SCHEDULE
LOCATION
DESCRIPTION
ELEVATION
'Al'
MAIN POND BOTTOM -
37,50 ..
'A2'
FOREBAY BOTTOM
37.50
'B'
PERMANENT POND
42.50
'C'
TEMP. STORAGE
43.49
'D'
10 YEAR FLOOD
44.15
'E'
100 YEAR FLOOD
44.28
Outlet Protection
(See Eroslon/Sed. Plan)
••H •••rbgr
fSS �"•.. 'ir •.
SEA L
9148
Treatment Pond -Section ,,,,,",.�,,,.>
Scale: None (Vertically Exaggerated) 7 �5 DG .,
f
f
Z
f
4
In
I. 54' MINIMUM I
Anti -Seep Collar
IEHICK STEEL
6' DIA CORR. RISER
ALUM, PIPE (SEE DETAIL)
OUTLET
\ DRILL 1" HOLE /-INVERT
X
IN END CAP - TACK 12,
WELD HARDWARE CLOTH_
SCREEN OVER ❑RIFICE
6" DIA. 18 MIN'
END CAP
Draw Down Orifice
Outlet Structure Details
-
C! 13
NOT RELEASED FOR CONSTRUCTION
a(ormwaler uesign tsy.
CRYSTAL COAST ENGINEERING, P.A.
3817-8 PBZDOY WAY - BOB= N.C. - 26539
Phone [phone]" (gig) 325-0060
_ www.aeywtalooutendlneerlot.o David L Neweom, PE
No Scale
STORMWATER POND DETAILS
for
Emmerdale Pond #1
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: APRIL 6, 2006
SCALE: 1"=20 F.B. PG.
JOB # FILE NAME: REVISED 6-22-06
REVISED 7-7-06
SHEET 7 OF 12

SPECIAL NOTE REGARDING RETAINING Walt
RETAINING WALL STRUCTURAL DESIGN BY OTHERS. BASE OF WALL
SHALL BE INSTALLED AT ELEV. 45.0 (ABOVE 1- STORAGE ELEVATION).
ELEVATION OF TOP OF WALL SHALL VARY DEPENDING UPON FINISH
GRADE EVEVATION (VARIES ELEV. 49.0 - 50.0)
Treatment Pond - Plan
Scale: i" = 20'
SEEDBED PREPARATION NOTES-
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SMALL BE 4'-6' DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE IS LBS/1000 S.F. OF SUPER
PHOSPHATE.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE.
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND
AND REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY 'OVER -EXCAVATE' THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER,
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED
TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED.
Ret, Wall (Where
Indicated on Plan
Only)
Inlet Pipe
Bottom Ret Wall
Elev 39.00'
Top of Ret, Wall - Elev, Varies 49,0 - 50,0)
Retaining Wall to be designed
by others
Foreba
1 1
1 1 (ELEV 45.8)PILLWAY
SEEDING SCHEDULE
NOTEi ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED. VEGETATIVE
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
VEGETATION,
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED, 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
WHERE SLOPES EXCEED AIX
MATERIAL APPLICATION RATE
LIME a TONS/ACRE
20% SUPERPHOSPHATE 6DO POUNDS/ACRE
FERTILIZER(I0-10-10) 1000 POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (HULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (UNHULLED) 20 POUNDS/ACRE
RYE (GRAIN) 23 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31 50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NOTE- OWNER MAY VARY SEEDING TO CONFIRM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED.
Etev, 'B'
Outlet Structure
(See Detail)
Elev, 'E' (100 yr storm) 3
10, Etev, 'D' (10 yr storm,) v
3' Ve� g. Shelf
Elev, 'C' <i'Deslon ElevJ
Draw Down Orifice —,-X,
(See Detall) rj
U
Vegetated Shelf Plantings
(See Planting Scedule) Main Pond
CONSTANT POND SURFACE AREA 5,569 S.F. @ EL= 44.00
1' DESIGN SURFACE AREA = 6,620 S.F. @ EL= 44.99
APPROX. TOTAL POND VOLUME = 13,659 CF
ACTUAL FOREBAY VOLUME = 2,828 CF (20.77 OF TOTAL VOLUME)
w
Pond Dimensions & Layout
Scale: 1" = 20'
TRASH RACK
/(SEE DETAIL)
4-3' ALUM
ANGLES
TOP IVi
9
n
1
ELEV 'E'
PLANTING SCHEDULE
�-�
�\
PRIMARY WEIR
LPLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED
`
,.
ELEV 'C' ALUMINUM TRASH RACK �'
A
FILTER.
�"1 A1ARY
1
WE R
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
36' DIA. CORRELATED
PRIOR TO PLANTING. PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHIN
ALUM, RISER
THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
ONE PLANTING PER SQUARE YARD,
6"
"�
--
SCIENTIFIC NAME
CONIC
OUTLET PIPE INV,
COMMON NAME
Peltandra vlrgirk Arrow Arun
FILL \
ELEV B" RISER
Saggltorla latlfolle Arrowhead/Duck Potato
\`
BOTTOM (SEE DETAIL)
Andropogon Arglnicus Broonsedge
Andropogen gloneratus Bushy BeardgrassTyph�
A
ELEV 'B 2.00
spp. Cattail
I
Cerat
eratophyllun DWQersun CoontaA
J
Sdrpus pungens Conran Three Square
Lemnn
��•-.._L,._.-�
spp. Duckweed
Saururus cermus Lizard Tak
Hibiscus noscheutos Marsh Hibiscus
Pontedwr a cordata Pickerelweed
Riser
Trash Rack
Potanogeton pectimtus Pond Weed
LeersW oryzoldes Rice Cutgrass
Corex spp. Sedges
ScIrpus valldus Soft Stem Bullrush
Polygonnm spP. Snartweed
Juncus effesus Soft Rush
Nuphar luteun Spatterdock
Ponicun vergatun Swltchgrass
Acorus [atoms Sweet Flop
Elodea camdensis Waterweed
VaUsn w,la anericana Wild Celery
Zlzania aquatica Wild Rice
�-
No 5 Bar 'U' Strap
(Coat w/ Bltumastic)
12' No.
57 Stone
(Min)
Embankment shall be constructed of
uniform native material (free of excess
silt, rock or gravel, debris or vegetative
matter) compacted to 95% of maximum dry
density In accordance with ASTM D1557
(8'-12' Lifts)
Outlet Pipe (Size and
MaterlaI per Drainage Plan)
�Antl-Float Block
(60 CF Concrete)
Treatment Pond - Section
Scale: None (Vertically Exaggerated)
Emergency Spillway (100 yr, Flood Elev.)
Anti -Seep Collar
(See Detall)
Outlet Protection
(See Eroslon/Sed, Ptan)
54' MINIMUM 6
Anti -Seep Collar
4' THICK STEEL
ATE
6" DIA. CORR, RISER
ALUM. PIPE (SEE DETAIL)
OUTLET
INVERT
DRILL 1" HOLE
IN END CAP - TACK
WELD HARDWARE CLOTH_ 12"
SCREEN OVER ❑RIFICE
1� MINA
6" DIA.
END CAP
Draw Down Orifice
Outlet Structure Details
No Scale
01
ELEVATI❑NS SCHEDULE �L�JJnry� yn�5n�
LOCATION DESCRIPTION ELEVATION IF�I�I( II IIII�IIII�IIII 0 STORMWATER POND DETAILS
'Al' MAIN POND BOTTOM 39.00 �,,.�"..,�,� IJ lJ 11 IJ lJ IJ lS LS IJ ll f0�
'A2' FOREBAY BOTTOM 39.00 , ``
'B' PERMANENT POND 44.00 P4 . i''�., NOT RELEASED FOR C NSTRUCTION
'C' TEMP. STORAGE 44,99 ;: tea.. �� 'ro •., E m m e rd a l e Pond #2
'D' 10 YEAR FLOOD 45.87 _ t'_ ` JACKS❑NVILLE TOWNSHIP, ❑NSL❑W COUNTY, NC
'E' 300 YEAR FLOOD 45.= AL
I I l = Stormwater Design By. PREPARED BY
CRYSTAL COAST ENGINEERING, P.A. JOHN L. PIERCE & ASSOCIATES, P.A.
crrzE 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
3817-3 FREEDOM RAY - HUBERT, N.C. - 20639
K "1* Phone (910) M-0008 Fax: (910) M-0060 PHONE: [phone] DATE: APRIL 6, 2006
www.orysfaleosstendineesla8.com David L Newsom, PE SCALE:1"=20 F.B. , PG.
71V96 JOB # FILE NAME: REVISED 6-22-06
REVISED 7-7-06
SHEET 8 OF
12

EXISTING ROAD
2" BITUMINOUS
PAVEMENT
(TYPE SF 9.5 A) —
R/W
2500# CONIC. �:[
TYPICAL PAVEMENT & SIDEWALK DETAIL
NO SCALE
50' MIN.
LENGTH
R/W
SEEDBED PREPARATION NOTES:
NTRANCE
SURFACE WATER CONTROL MEASURES TO BE NSTAL.ED ACCORDING TO PLAN.
PROFILE 11 �
AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WIN AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-G' DEEP.
(SEE NOTE)
LOOSE RCCKS. ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WRH THE ESTABLISHMENT AND
GEO—FABRIC
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
PLAN VIEW
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
IF NO SOL TEST IS TAKEN, FERTILIZER AND LINE TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPHATE
IF SOL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT,
Construction Specifications
LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED VAIN THE SOIL
DURING SEEDBED PREPARATION.
1. Stone size - Use MSHA size No. 2 (2"-3") or AASHTO
designation M43, size No. 2 ( 2"-3"). Use
crushed stone.
2. Length - As effective, but not less than 50 feet.
SEEDING SCHEDULE(INCLIDING POND SIDE SLOPES)
3. Thickness - Not less than six (6) inches.
SPREAD C TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
4. Width - Not less than full width of all points of
GRADE PRIOR TO SEEDING APPLY LIME AND FERTILIZER AND WORK INTO
ingress Or egress. Minimum of 12'.
SEED SM. DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
5. Washing - When necessary, wheels shall be cleaned to
VAIN STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
remove sediment prior to entrance onto public right -of -
WHERE SLOPES EXCEED 4R
way. When washing Is required, It shall be done on an
MATERIAL APPLICATION RATE
area stabilized with crushed stone which drains into an
LIME 2 TONS/ACRE
approved sediment trap or sediment basin. All sediment
20% SUPERPHOSPHATE 600 POUNDS/ACRE
shall be prevented from entering any storm drain, ditch,
FERTIUZER(10-10-10) 1000 POUNDS/ACRE
or watercourse through use of sandbags, gravel, boards
APRIL - JULY
or other approved methods.
FESCUE, KY-31 50 POUNDS/ACRE
6. Maintenance - The entrance Shall be maintained In a
BERMUDA (HULLED) 10 POUNDS/ACRE
condition which will prevent tracking or flowing of
JANUARY - MARCH
sediment onto public rights -of -way. This may require
FESCUE KY-31 So POUNDS/ACRE
BERIIUDA (UNHULLED) 20 POUNDS/ACRE
periodic top dressing with additional stone as conditions
RYE (GRAIN) 25 POUNDS/ACRE
demand and repair and/or cleanout Of any mCOSUfe9 used t0
trap sediment. All sediment, spilled, dropped. washed or
SEPTEMBER - NOVEMBER
FESCUE KY-31 50 POUNDS/ACRE
tracked onto public rights -of -way must be removed
Immediately.
MULCH 2 TONS/ACRE WHEN ASPHALT TAP( IS USED
3 TONS/ACRE WHEN STRAW IS CRIMPED
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.
Tp
STABILIZED CONSTRUCTION RUCT'ION ENTRANCE (D-5)
NOT TO SCALE
PLANTING SCHEDULE
tQM- PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF.
SPREAD 4" TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
PRIOR TO PLANTING. PLANT ANY TWO
(2) OF THE FOLLOWING SPECIES WITHIN THE
LIMITS OF THE DE90NATED VEGETATED
SHELF AT A DENSITY NOT LESS THAN ONE
PLANTING PER SQUARE YARD:
SCIFMnetr NAME
Peltandro Virginia
COMMON NAME
Arrow Arum
Savotarlo latHWb
Arrowhead/Duck Potato
Andropogon vlrglnicus
Broomsedge
Andropogen glomerotus
Bushy Baardgraa
T)pha Opp.
Catlal
Crotoph)lium DWOersum
caontal
Sckpus pungent
Oammon Three Square
Lemma tpp.
Duckwetd
SourLims cernuus
U2ad Tal
Hibiscus moscimtos
Mash Hibiscus
Pontedria cordate
Pickerslwsed
Potamogston pectinous
Pmd Weed
Lsrsia ory2old"
Rics Cutgroae
Caex Opp.
Sedges
Sckpus volidus
Soft Stem Builrush
POiygmmm Opp.
Smartweed
Juncus eMesus
Soft Rush
Nuphar lutsum
Spatterdock
Pmkum vergatum
Switch oss
Accrue colomus
Serest Flog
Oodea condenses
Wowwsed
Volisnerlo anwkala
WOd Celery
zl2anla uquatka
Wild Rice
12 OAST 4"x4' tR 2"W M DED WEE HOOKED ONTO
PR6aMm CHANNE13 ON VIRAL POSTS, M FASTENED
TO OAR POSTS WM NO. a STAPLES.
MAXIMUM IGWT IC
F
r MnEART
GI\Pro ects�
SCREW
TYPE PLUG
Y BELOW ORAOEE
CONCRETE PAD -8'� N I I r
NOTE: V
WHEN SEWER CLEAN OUT IS
IN PAVEMENT IT MUST BE
INSTALLED INSIDE A VALVE
BOX WITH "SEWER' COVER.
ELEVATION - CLEAN OUT IN
STREET & DRIVEWAY AREAS
NOTES
LL1RAWpPT RESSTAR MLFI
FABRIC ON COMALENT TO RME
RIM METAL CURS OR WE AT W W
LOITER
MAIEIRld SEDMdT $TORAaE LEVEL. REMOVE
NAIMIAL GRAD[
CNRY MPNWOMATQ.Y 1r O FAeMC INTO IREIICK
— COVER WM SXL AND TAMP BAC a
CARRY Or OF RITE INTO TRENCH.
METAL. CEDAR OR 4W TREATED 11000 ►OSIS AT Ir
PS CENTER MAIMAN. CEDAR AM M000 Pom SNOUD
x T DEEP MINMW.
E\dwq\DETAIL,dwg 6/23/2006 9127t25 AM EST
DUMPSTER PAD DETAIL
NOT TO SCALE
SECRON 'A' - "A'
PIPE CROWN
i i 1
/ C
/
1�
O
• B a
•
II
ivl
NOTES:
1. THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6"
LAYERS WITH MECHANICAL TAMP.
2. SOLVENT CEMENT FOR PVC PIPE AND FITTINGS TO BE ASTM D-256
3. PVC SADDLE AND BEND MUST BE BEDDED IN #67 STONE.
BEDDING AND HANDLING OF SERVICE PIPE MUST COMPLY WITH
CLASS B BEDDING (SEE BEDDING DETAIL FOR GRAVITY MAINS.)
1/16' OR
1/8, BEND
40 ADAPTER
I=11'
NEW OR EXISTING
IIIL' a 'II
II-II(=I
1�11-
PVC MAIN.
Typical Sewer
Service
I
No Scale
HANDICAP RAMP DETAIL
NOT TO SCALE
4' SCH 40
S13LVENT CEMENTED
JOINTS (TYPE SC)
-SEE NOTE
Ih
PIPE ID VARIES
DEWEY BROS. INC. MANHOLE
C.
CONFLICT BOX
NOT TO SCALE
i/2' HAD.
3' RAD.
Ile RAD.
o •'. u .•• � VAN
2'-O" •.J 12'x le'x 1/4' ALUMINUM HANDICAPPED A BLE
PARKING SIG! R7-6 OR R7-" BOLT TO
STEEL TUBE WITH 3/8' CADMIUM PLATED
BOLTS NUTS. AND WASHERS
SPILL TYPE 24" CONCRETE CURB h CUTTER
NOT TO SCALE
I{ 8" V-6"
1 /2" RAT. I I
RAT. o-1/8" RAO.
o �
2,-0'
N.C.D.O.T. STANDARD 24" CONCRETE CURB & GUTTER
F 7'
_T
PIPE ID + 12
SCALE: i" - V-0
12'x B'x 1/4' ALUMINUM SON R7-81)
"MAXIMUM PENALTY f250'%S. 2D-37.6)
2'x 2' STEEL TUBE EXTEND INTO CONC. FILLED
PIPE 2'-0'. PROVIDE WELDED WATERTIGHT CAP,
PAINT WHITE
PAINT POPE BASE WHITE
PAVEMENT
'-"-" BROS. INC. 24' X 36'
NLET CN-814-2
GROUT
6" DIA STD. STEEL PIPE FILLED WIN CONCRETE
W/45-14' LONG REBARS EACH WAY THRU PIPE
1'-S' DIA CONCRETE BASE
F0� CONC,
PERIOT PARK
ONLY
FOW-AWAY ZI
II
MAXIMUM
FINE
SM
� 1
NOTE: HANDICAPPED PARKING SIGN SHALLCONFORM
ONFOR WITH
CURRENT STATE LOCAL (%IDES SI REGULATIONS.
S. IIFP-.tA—•-e�j--
,v,1llnnb•4
.*q �� =. HANDICAPPED PARKING SIGNAGE
S L • _` ,� - NOT TO SCALE
0 +,� 18 4�
P.
EXTRA ROUGH (�;
BROOM FINISH �,� ./Q K. N •�vj`
nnIIIOLP` I
N NG DE GN Y:
LIMITS of Imo— 7 x INSIDE
DIAOF PIPE CRYSTAL COAST ENGINEERING, P.A.
COLOR HARDENER .
981E-9 FREEDOM WAY - iiUBHHT, N.C. - 28539
SIR, W/ O Phone [phone] Paz [phone]
CIVIL DWGS. O www.crywWcoastengineering.com David & Newsom, PH
O
p
O DETAIL SHEET
For
�
;U15 x INSIDE
AS NOTED R.C.P. DIA. OF PIPE EMMERDALE
c;Z O
PREPARED FOR
O
EMMERDALE LLC
RAMP AND FLARED SIDES ONLY TO BE
THROUGHOUTCOLORED IP GREY do MIXED O JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
CLASS ARIP-RAP PREPARED BY
( 3 x INSIDE JOHN L. PIERCE & ASSOCIATES, P.A.
Pe HANDICAP RAMP DETAIL DIA. OF PIPE
NOT 10 SCALE GEO—FABRIC TO BE 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
INSTALLED UNDER RIP —RAP APRON RIP —RAP PHONE: [phone] DATE: APRIL 6, 2006
OUTLET PROTECTION REVISED 6-22-06 SCALE: N/A F.B.
(NOf TO SCALE) JOB # FILE NAME: EMMERDALE SHEET 9 OF 12
GASKETED PVC ADAPTER
Or-�
SCH 40 PVC
-BRASS PLUG
GENE00 MODEL E40 SEALTITE—
WHEN EVER HOUSE IS
TYPE 'E' WYE SEWER PIPE
SCH PVC 40
CONNECTED TO SERVICE.
45' (ASTM A-48, CLASS
30 CAST IRON)
-LONER STACK TO GRADE
PIPE CROWN
FINISHED GRADE
.
FLOW 24 go.��
STEEL STRAP
SCH 40 PVC
RE CONNECTION
6;10�Eff PLUMBER)
NOTE:
TO BE USED ON EXISTING SEWER ONLY.
USE WYE
FITTING FOR ALL NEW SERVICES.
Sewer Service
Saddle
No Scale
DEGREE SEND
a
Gad
TYPICAL DROP INLET
NOT TO SCALE

BOLT FRAME TO
CASTING (4 REO'D)
(OXTFALLS ONLY)
SECURE CASTING
W/MORTAR
i
,
CONTRACTOR 70
LOCATE STEPS
W FROM OUTLET
PIPE. STEPS I T
M.A. INDUSTRIES, INC.
PSi-PF Oft EQUAL A
MEETING ASTM. C473
NOTES: f
1. ALL SERVICE LATERALS INTO
MANHOLE TO BE CORE DRILLED A
AND BOOTED.
2. MAXIMUM DEPTH ♦' DIA MANHOLE
. 2T
3. ALL SANITARY SEWER MAN-
HOLES TO BE VACUUM TESTED.
SLOPE OF CHANNEL
THRU MANHOLE .
0.10' FALL UNLESS
SHOWN OTHERWISE
ON PUNS.
TOP TO READ 'SANITARY SEWER'
USE AN APPROVED BITUMINOUS
BASE SEALANT APPLED TO TOP
OF CONE SECTION
ECCENTRIC CONE
SECURE CASTING
W/MORTAR�
CONTRACTOR TO
LOCATE STEPS
90' FROM OUTLET
PIPE STEPS BYT
htAINDUSTRIES,PSI-PF OR EQUALMEETING ASTM. C-4
NOTES:
1. ALL SERVICE LATERALS INTO
MANHOLE TO BE CORE DRILLED
AND BOOTED.
TO MEET
ASTM ET 2. MAXIMUM DEPTH 4' DIA MANHOLE
. 20'
A
PRECAST OPENING REQUIRED FOR
ALL PIPES.
SEE PLANS FOR PIPE SIZES
SEE SPECS FOR FOUNDATION
IMPROVEMENT WHEN NEEDED
Precast Concrete Manhole
No Scale
TO READ 'SANITARY SEWER'
ALL JONIS TO BE T a 0 W/ PREFORMED
BUM RUBBER (MASTIC) GASKET MEETING
AASHTO M-198. ASTM. C-990, FED SPEC
SS-S-00210 (210A)
PRECAST MANHOLE TO MEET
REQUIREMENTS OF ASTM. C478,
AASHTO M-199
SLOPE OF CHANNEL
�•
•�
(L�
THRU MANHOLE •
•. !•
0.10' FALL UNLESS
SHOWN OTHERWISE
• V
ON PLANS. POUR
PRECAST DOGHOUSE OPENING
TO SPRINGUNE
.
REQUIRED FOR ALL PIES.
OF PIPE
SEE PLANS FOR PIPE SIZES
GROUT ANNULAR
CAST -IN PLACE BASE.
OPENING
c
NO 5 O 8" O.C. REINFORCEMENT
'NII
EX SEWER
+la
I
8' TO 12"
a
057 STONE
SEE SPECS FOR FOUNDATION
IMPROVEMENT WHEN NEEDED
"Doahouse11
Concrete Manhole
4
'
�y
'y
♦ ..
L
J
•
y
•4V
.4J1
' L
1.
y
• °
L v
w
J'V
y
°
vy
y w
J.w
y�
a
1
;LP9 F5lia1 NOTvy,v, y y4 J'1
F...1 E: y
n PROVIDE BEND FOR
MINIMUM HORIZONTAL EXPANSION & yy•�+ - " a.�w •+ y
�+ SEPARATION IS 10 IF CONTRACTION V J y wJ y w4�J RIGHT
Fti - 2 VERTICAL SEPARATION IS V • + OF
/''• - _ LESS THAN 18" ° UTILITY STRIP SIDEWALK vwAY
DETAIL 401.01 DETAIL 401.01 4
MA `J.w y' k 404.03
u y
R.
yV yVI
PLAN VIEW
ar
�A
C� e CLEAN -OUT
r S DETAIL 533.03
O METER TO BE SET BY CITY
46
a�a°
Ij
"`>t `it' L
METER / BO% k BRICK
t♦i/�/s'� -_ ''XS^`� �/�G: .l�' DETAIL 515.01.T. SERVICE TUBING'24" MIN 18 MIN
DETAIL 515.01 `�j COVER COVER
Ti I
A I - - g �� SUPPORT WATER SERVICE \
I 1= MINIMUM VERTICAL -I Z
A a r SEPARATION ca ORTAMPEDEAR H LINEON DEED SEWER SERVICE - DETAIL 533.03
18" IF HORIZONTAL
SEPARATION IS LESS
THAN 10'
'-'� I=IT USERVICE
PPORT SEWER SERE LINE ON UNDISTURBED OR TAMPED EARTH
a A a'^
S
n m I-i
G `� �, SEWER TAP -DETAILS 533.01, 533.02, 533.03
' w a —1T=Il SECTION
g� _T-T-� PIPE BEDDING - OETAIL 531.01
No Scale
N
CONCRETE PAD-6"—/ i I I r
NOTE:
WHEN SEWER CLEAN OUT IS
IN PAVEMENT IT MUST BE
INSTALLED INSIDE A VALVE
Box WITH 'SEWER" COVER.
ELEVATION - CLEAN OUT IN
STREET & DRIVEWAY AREAS
QO E Stk-?9�Z/A'
'CAL
I 148
Water, Sewer Design By.
GRADE
SPRING LINE
TO TOP OF PIPE (CLASS 8-1) WORK WELL UNDER
(
SEE NOTES BOTTOM OF PIPE
6• D.D. OF PIPE 6'
FOUNDATION STONE MINIMUM SIDE CLEARANCE lip TO W.
SHALL BE REWIRED WHEN 32' D.D. OF PIPE 12' BUCKET
SOIL CONDITIONS ARE UNSTABLE, MAXIMUM SIDE CLEARANC
PVC Pipe
CRYSTAL COAST ENGINEERING, P.A.
3817-3 FREEDOM WAY — HUBERT. N.C. — 28539
phone [phone] Fax [phone]
www.cryffUacoasUngineering.com Davld S. Neweom, PE
�--� 3/4'
(2) TYPE ONE PICKSLOTS
PICKHOLE DETAIL
1'R
NO VENT HOLES FOR CO
IN STREET AND 4 HOLES
OUTSIDE STREET. THE E
TO THIS IS WHERE MANH
COLLECT STORM RUNOFF
VICINITY. IN THIS CASE,
TO BE NO VENT HCLES I
NOTES:
FRAME WEIGHT a 175 LBS.
COVER WEIGHT = 135 LBS.
LOAD RATING = HEAVY DUTY
27 1/2'MATERIAL = ASTM A 48
CLASS 30
26 1/1• FINISH = UNCOATED
24' MODEL = VULCAN V1984-95
OR VULCAN V1995-95
2 3/4-
COVERFACE
e3 1/2
26 5/8'
33' 2 7/6'&
FRAME SECTION .MACHINED 1/2 �1-
1,1 SURFACES COVER SECTION
o o ISOMETRIC 231/2'
FRAME TOP VIEW
COVER BACK
Manhole Cover
No Scale
MIN. D/6
ASTM D 448. AASHTO 111-43)
D/8, 1' MIN.
FOUNDATION
i
SHALL BE REQUIRED WHEN
SOIL CONDITIONS ARE UNSTABLE,
CLASS C
CLASS B
ALL PIPE -SEE SPECS REFERS (
(TYPE 4)
(TYPE 5)
TO DIP {
d.AYING CDND.)
(LAYING COMM)
DIP
Pipe
NOTES:
1. Far a owl ree reRahte9 shednit and bradr", OIme,lefom shall be taken from the
Inkle face of the elm! and bract".
2. No rooks or boWdm 2' w kner to be used In the Initial ba "ll.
3. All baek}II material ehdl ba wfabla null" material.
4. Bad(flll thus be tamped to 6' layers In Inutile areas, 12' In non-b"M ama.
S. Minimum an paalk, LOCATIONrequt.rrrenter
SOR TYPE DENS
Under pa"mwte, cohwWe sofa TOP 12' . Sex ASTM DOOB-91
within MWY R/W BELOW 12' . 96X A51W MB-91
Under powMe, meCehwteMw ease M% ABM DQ53-93
within NWY R/W
Non-Trafftn areas Cohedve snits 85% AMDM-61
Mon-Tra"k areas Cehrlonlws was 60% ASTM M53-93
Typical Trench Details
No Scale
IZ
FLEXIBLE RUBBER BOOT
ASTM C923 W/STAINLESS
STEEL COMPRESSION
BAND AND CLAMPS —
IT At SHELF
(E MANHOLE
:0 INVERT
ADDER STEPS
DEGREE SLOPE
kSE SECTION
1"6' MIN
MIN. MOPE OF CHANNEL. PIPE GRADIENT
Pipe Connection Detail
No Scale
ed
Dled
MIN.
A S 27" MALLER
4"
30" &LARGER
6"
WATER/SEWER DETAILS
PREPARED FOR
EMMERDALE
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: 4-6-06
SCALE: NONE F.B. PG.
JOB # FILE NAME: SEWER DETAILS
REVISED 6-22-06
SHEET 10 OF 12

Side View
L— Bricks
• D
S,A"-min. 6• deep
Cast Iron Meter Box Lid
Cast Iron Meter Box
Isometric View
Bricks
_.
NOTE: Meter and Yoke not shown
I I Not a: Meter Box Shall Not Be
II
I I r _Located In Driveway.
` I l NOTE: Clean Sand completely
\ e encase the outside of brick.
Standard Clay
+
Bricks ' I� •'
► ,
3/411 1latet• , ►,
0
Service Line
<' • + • ° d • s ' ° e Clean Sand
A •,,, ° I� A A a s ,• e . r •
e•+ p n L ° � 1� °°'
66
„ e �
STANDARD METER BOX INSTALLATION DIAGRAM
NTS
Valve Box Cover Tamped Earth
Pavement
// 111 z �'/ i 1 111 � /H \\ ; ti'i 111-A, it =
I I -
Valve Box = Threaded a
Thrust 4' �/ \�i Coupling for /i�a 211 Cap
CO11aT THREADED \aa IT cap Of Blow -off A
BOTH ENDS _ It
24" Long t 24" Long it 2 rr Brass �/ �11 2" Pipe ,� 4 2.1 Pipe
lu Nipple 4/\+a Nipple -A I 2n•CI 900
4 ' //' _ Is ,I Bend -Threaded
hater Main...I,t .+It's �• 4 �\ 1141/ � /ii\I\Illa4 •
a • 4 , • .a. 4 Concrete
e i., �,, •N ° ° #97 Stone, i ` ' Blocking
MAR
��h at - .� rr p�15EAL
K
Mechanical Joint CI Plug
FORD C 87-77 Tapped 211
STRAIGHT COUPLING PACK JOINT///
X MIP WHEN BLOW OFF IS Tamped Dackfill.)
ON 2" MAIN
NOTE: No plastic or galvanized screw fittings before valve.
For mains larger than 1211, use 6" Blow -off Assembly BLOW -OFF ASSEMBLY DETAIL
No plastic screw fittings permitted in assembly
NTS
TRENCH WALLS
16 GA. SHEET METAL
PLATE BEHIND PLUII
coNG OR SOLID
CONC. BLOCK
o ••
4
7-7
4 J
PLUGS
SIZE
6
8
10
12
16
18
20
24
D
6
6
6
b
110
12
14
18
L& W
20
22
24
24
32
36
40
48
WATER MAIN PLUG DETAIL
NTS
lean Sand.
WALL
CLOW F-2500
DARLING MARK 73 OR Q!Q\11
MEULLER CENTURION
F1kE HYDRANT WITH
1-41/2" PUMPER NOZZLE
AND 2-21/2" HOSE NOZZLES
\
SIDE WALK 2"
'.,',.' r'. ••.•
DEWEY BROS. VON-YE-100
VALVE BOX OR APPROVED EQUAL
CURB A GUTTER
'. • ' " , ' -6" GATE VALVE
30" MIN. COVER TM
'
ph LtV.l y�1.l
IL�G�•'I
�aAf �J"l-�y
-
obi. p
CONCRETE THRUST BLOCK
< - a.
J
PLACED AGAINST
° •.'�
I
UNDISTURBED EARTH.
-A•.
__ -_ _ __
M.J. LOCKED HYDRANT ADAPTER
MIN. OF 3 CUBIC FEET Of
OR APPROVED PIPE RESTRAINT,
51 MAW Or6(JIN�
CRUSHED STONE FOR DRAINAGE
VAWd
SEE SHEET $80-6 FOR ALTERNATE
BETWEEN HYDRANT AND VALVE
STANDARD
DETAIL HYDRANT SETTING
CURB RI GUTTER
WITH SIDEWALKS
NTS
CLOW F - 2500
DARLING MARK 73 OR MUELLER
CENTURION FIRE HYDRANT WITH
(1-41n" PUMPER NOZZLE AND' 2-21/2"
HOSE NOZZLES
DEWEY BROS. VBX-
TE•100 VALVE BOXY I /6"GATE VALVE
-LUG
6" WATER LINE
3/4" THREADED RODSy
(COAT W/ FIELD APPLIED BITUMASTIC)
NOTES: I. RESTRAINING RODS OR CLAMPS FOR F4E VALVE
ARE NOTREQUIREO IF THE PIPE SECTIOiI BETWEEN
VALVE AND HYDRANT IS MORE THAN 12 FT. GONG.
2. RESTRAINING RODS BETWEEN VALVE AND HY-
DRANT ARE NOT REQUIRED IF HYDRANT IS ADEQUTE-
LY BLOCKED.
STANDARD DETAIL HYDRANT SETTING W/RESTRAINING RODS
NTS
90' ELBOWS
SIZE
6
8
10
12
16
18
.20
24
D
8
10
12
12
12
16
20
20
L
24
27
30
34
48
51
54
70
W
112
116
120
124
28
34
140
144
4 5° BENDS
SIZE
6
8
10
12
16
18
20
24
D
6
6
6
a
1.6
1 8
8
10
L
18
20
22
24
34
40
45
52
W
12
14
16
18
22
25
28
32
ANCHORS (HORZ. BENDS) DETAIL
NTS
H
M.J. LOCKED
HYDRANT TEE OR TEE WITH
APPROVED PIPE RESTRAINT
SEE DET GSD-6
MR ALTERNATE
WATER MAIN-
J
. - 1
ROAD 110FAC!
1
pePf6ti� all
faRR. efPw111afI1M N'1
lip wTtRla. $SPA*
RATION L[aa T14AN
HEAPED BACKPLL.
OPEN TERRAIN
TEE ANCHOR DIMENSIONS
SIZE
6
8
10
12
16
1 18
20
24
D
.6
6
6
a
10
12
14
18
L&M
20
22
24
24
32
3e
40
48
IRILITY STRIP
GUTTER
.,,, .w.....,ln" SIDE WALK ».. ...1.•..... .•.
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;do brad Ill
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m III kiwi
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WIT I( ANatt ITOP
l eex walla �ef0 w1aH I 1e
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! Tfa1Ne �f
I po.:. 1 Y/1'afL1 MtTRR BOf[ ell BRICKS
.6 Ne /
0.80" mad �•- ltvvt
F40
ee I
1•N/( eeNe1/S* MIN sLoof
IAETER To at SaIr ev CIT•t
OR COUNTY OF ONSLOW
1UPPORT stlwice uNc ON UNOISTURI IED 11GII,. ^• eallo ; - ME`iER SEITER• h9AWL TADE:APPRJ6eRv/at SA/D%AwraPlt pl1AL Gt4jE ALVE
tT Sig --Nfl APPROWD BaOpNp
MOST aMCAS 5%xVlet CaaaCC;'eff NOTE :SEWER DETAIL NOT APPLICAB
NE
CRUSHED aTONE OR
GRAIFEL DACKPILL'
UNPAVED AREAS
SUBJECT TO TRAFFIC
MECHANICALLY COMPACTED
BACKFILL.6' LAYERS,
BASE
s
av
EMBEDMENT -
ZONE1 0
,
ARIES VARIES
PAVED AREAS
PIPE MAIN EMBEDMENT SECTION DETAIL_
NTS
INITIAL BACKFILL•12'• %2D
HAUNCHING • %z 0
BEDDING 3'- 6'
roUNDATION (IF REQUIRED, nEPTH VARIES)
ANCHOR (TEE) DETAIL NOTE: Haunching for flexible wall
NTS pipe (PVC corrugated and SDR 35) TYPICAL BACKFILL
shall be O D + 1 inch.
Haunchtnq shall be of thoroughly SECTION DETAIL
compacted as? stank NRTSMALs NTS
NOTE: Flexible wall pipe shall pass
a 51 mandrel in accordance 6T
with relevant ASTM specifications.
�� ; y WATER DISTRIBUTION DETAILS FOR: E.MOF_ pAL,r
°S:F '✓,; PROPERTY OF: EMMEQt7R�E E.{ G
se,l _ - JACKSONVILLE, N. C.
JACKSONVILLE TOWNSHIP - ONSLOW COUNTY
I��ab DATE: µ44•--b(.-. SCALE :NONE SHEET _I L_ OF tZ

\ _ INV-39A7
STgG
OR/F(AeH
>� v �, I
ft1 N/F
PULLER PLACE LLC
tgIIII P(J44 D.B.2307 P.247
\ fR PAC ZONED CU-TCA ss
(MULTI -FAMILY USE)
A�OR/� AR fA/TS{-A 2?3 I I I
t
66
III/ L4"4- - - i4fi,¢t - - - -47_ - - +�67.� / ' / '3�-�. - - - � \ \ \INY �2 \
\ 9g�\ 50.2 IIII I.
// - - - - - 4646- - �' i�C�. 46.92 �` �. III
r✓'/,j/ �j. 45.97 sls / / -�2.aa = _ I?�I+ _- �� 4 l��" IIII 1 I INV-4
a6.3a �ae as- - - - - _ � - -48- ' / 48.52 r % 11r I I
46jl5///// ' 46.72 / / - dq/ IIII I // �/ so 7� J 48.413.36
PROPERTY LINE RUNS •� i /i / - / ' J IJI///�so.zz JII
+azn 41!sz __-------- / II'///I IIII I
/ - - - J ONG RUNOFB CH ��� _ / _ _ /11
a9.n ss + ------ 5-4.� 48.39/--�'� \ / // / III 1/1,
I
\
// //48.86
- - - sls / / 48.51 /sos7so.za48.27 ' �.t _ = - 45.78- _ ; �. -- / \+ 0 84 /� _ = _- - - _ - +49.ti-
48.59 - CAL DITCH _ i ss7 I==�s ,�- - - - - - - �� /d� / ae.7s - , _ _ \ J 1
48.62 � 446.07 I / / / \ / h , IIII 11 ! I I ' PP
-4e-/ _/ - - +49.19
\ / /1a.7aillll I ji IIII
t4f. 33 ��i�- //`793 I - - ' / - _ - - - \ f r, - / / \ / / � Il J 44J8 Jj11 J
/ ^as.es /// / 47-' \ 2 / \4'91 51.a7 JII
alas v-49�9_ as7 �/ a7. \ l I I �y, � i // i \ \ d2 I I}49.06
s7. 1+ "W - a4�� �ii / / / / /I-------- l I I I� 50.89i IIa' ,/p p0'RCA 6 47.93 / . � / 48 - 1 Ill I J III,
p / / 4 \108. ��/ / / - - - -48- - - - - ' / + 4a. 4\ \ / / / 49.26
/ 44. use/ / / i - \ \+i167sf i48.34 11 IIIII1�J� IIII I I
/ 60"RCP 'Al' '-'{P EXIST•_-�'� // aa.di // / / +a8.31 a8.28+ 1 I / I I I I 3
INV-39.02rT1511,
79 .h n`O / / 1\ I / 8 1 III IIIIIIIFLUME,/ - �, 749-\; .�,_'_" � I�11 I' ENTIRE -TRACT NON-WOOTED 1'III;IIII I,,,IIM
INV-45.85 +#466 2 / / /., / 5 . 0 % / i '� ` / / / / / _ a 16 I 11 I I / -_4 11 Illl'I I I II IIII I I'n
i
+a6.za / /h.,°/ 'l�% a6.33 a^ �' I / IIIIJIIII (IIII i IIv
))assa / 7 9 6 SA' _"Y ;'. �: \ \ / 1 I� I I THI PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.A. MAP I J I l y
/46.74 ,��RR,, ,n1_%yI"A'+' n: ,��y : �.\5 \• 46d8 +44,9.00
_ _ ` 46,44 4a'zo I �\ 1 I I+aass372U437800 J EFFE�T�sVE DATE NOVEMBER 3, 2005. / C/L DITCH I 1
>S' 47.0s az e - / / /{y, , I 44.8 Il
46.a7 +a ii/ �/ // 47.66 +47.p3 pI 1149.26
47- a6.46 + \/�., 1. dg� \ \ I / + 1 I '° + /\ \ / I / _ 50.69J11111iiI 2 50.23 I
/ _ a±zc _ - A9. \ \ �• '/ 1 49.49 +48 / /THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN EXCEPT AS SHOWN. lll5071I�/. / / _/ 1 /I
C� \y> / a7 03 / / / / //'a.i9 49.78 \ / Ae�' 1 1 ' C / +49.77 ( II!
0.33 i / / \ / \ / = ,i 49.03 \ '
ai.3s / / \ p .as +490z IIII
77,'
z-j►.�7�/ \/
\ \l +asT11 as.6� .ss
46.95 \\ lIIl.'IlIIlkI 6ao+oro
J0 / 1 7.8Y II/ 46646
a7.1a s.45OO +49.7o
<bt0 IIl
•I
I I'
47.63 47.65+;�\ �IllIIIII z IIII I I
G �7e ae.7o / 49/ � �� N III III y IIIIIIi /�/4/7
4�.47.68 I \j4z 6 0246 / A V I 09.s7R�oII I;I I IR I I 4�1d� ae.ao \ / I w ?i 49.81+111+Ia' 3s0.a Illl',45 O• I / S
Q _ ' +49.16 / 49.s7 ��-?89'- II �q.�ki rae.6e Dire,
/ - �1 \/ / n
47.83 / 48.72 / /� / ( / / +ass3 ull bb I _
_ 49.63
\ / I II I I I _ 46.07
/ / / 8.19 48.99 + / 1 / 49.73 + , I IL I I I I I I I J �48 8i 49.82
67.56% 1/
/ � 49'S6'10' W 223.38' s5 � l
/ 1 / IIII'III IIQI
/ 1 / 1 �^' 404 WETLANDS I • I W
190 49.13 48.oz fl / //,� � \\ +aa.7s / / � // +49.53 / 3ry III I 1 11 � J 11
47. �9 i / �N / yy/ C/L DITCH \ / / / 1` _ - J I .M III
Y � // / I +48.80
48.70 0 / 49.36 :o°' / / Illll•ll ��� IIIJI PP
/l = 09 153+I111'll J51.1a 4IIILII�W
47,96 68p`g00 )8.59 / / 48.02 J/ a8.29 *48.42 ` / 50.00 I IJ 4,9lil+Jl 1r 48.97
\ ;a ti / I lull I li
48.51,3 \ �8 8 _4„)' +48.58 I +49.25 I I IIL�II I 1 �IIIIIIJ�
I `
I 48.17 a{',• I + 49.81 + 49.83 I 11101 � I Ill l
IIIII IIIIII II
I / 47a.s7•
IIas6U ;
+404 WETLANDS +/48.87a o�e, 49.e4
--48\1 II IJIr1IJwfIlIIIl1
IIlIlIIl II III�I II III I IIIIi)IIlIIlIIIIllIIIIlIIJI.lII
I )p
If +48.70 49.74 + I
/ \ps
45.38 +49.80 49.45 III +50.15 50.89 +J1I
8.964�'..46.35 51.25 11
4+ 51.51 1*I l
II
lI
IC1
l II+J
I5I
0.71
88d! W 284.i +49.38 45.21
.75
+ 49.37
CURVE TABLE
CURVE CHORD BRG
CHORD DELTA RADIUS ARC TANGENT
C1 S71'53'11"W
42.72 8'09'56" 300.00 42.75 21.41
C2 N72'21'530E
193.64 7.12'33" 1540.00 193.77 97.01
REF: PORTION OF D.B.1460 P.396
M.B.26 P.79
TRACT 2 M.B.50 P.214, SLIDE L-1311
• 48.99
+49.66 +49.14
/ + 49.41 N 56'09
+ 49.69
ss----��
++49.73
ae.si
BHP WESTERN 404 WETLANDS
TRACT 1
M.B.50 P.214
ae.e6 +49.71 D.BJ460 P.396
ZONED TCA
(VACANT)
+ 49.39
+ 49, 23
+49.06 SITE DATA BLOCK:
AREA - 8.43 AC.
EXISTING USE- VACANT
NUMBER OF UNITS It 0
100% OF SITE DEDICATED TO OPEN SPACE
ZONING = TCA
NOTES:
1- TRACT NOT WITHIN 2000' OF EXISTING NCGS OR USGS MONUMENT,
THEREFORE TIE NOT REQUIRED BY STATE LAW.
REVISED 6-22-06
VICINITY MAP - NOT TO SCALE
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RA110 OF PRECISION
AS CALCULATED IS 1-10.000+ : WITNESS MY
ORIGINAL SIGNATURE UCENSURE NU48ER AND SEAL
THIS'}J,1AY OF X^=' 20"
1�1„ u n �•n�"" '��o,
L: `) O: G.
HPS&R, INC.
PORTION OF LOT 3
M.B. 38, P. 177, SL. K-403
ZONED B-1
(VACANT)
EXISTING CONDITIONS MAP
PREPARED FOR
Emmerdale
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: APRIL 6, 2006
SCALE: 1 "= 50, F.B. PG.
JOB # FILE NAME:
GRAPHIC SCALE
a 28 80 100
( IN FEET )
I Inch = 50 it SHEET 12 OF 12