SW8051123_APPROVED PLANS_20060208

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Y7D5A�3
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
amObQlP)
YYYYMMDD

TR ACT 01
PHOENIX PARK LLC
M.B.42 P.165 SL.K-1352
(B-1)
15'UTILITY EASEMENT
(PER M.B.41 P.26)
20'UTILITY ESMT,
EXISTING SEWER
LINE AS INSTALLED
rn
_ d
d �
N/F cn
PERIMETER PROPERTIES, INC. 0 n
LOT 2 M.B.49 P.154
{B-1) In
LA z o0
w w u-)
CY
w
L+J ( i
LOLr
_rn r
Ln
Zoo
� w
d01� ����Sls i
1.
CONSTRucT1ON 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 FLOOD PLAIN ACCORDING TO F.E.M.A. MAP 370178-0002 B.
2.
CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN
EFFECTIVE DATE FEBRUARY 15, 1985 .
3.
WATER AND SEWER LINES.
AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR.
22-
ALL EXTERIOR LIGHTS WALL BE LOCATED AND POSITIONED SO NOT TO ADVERSELY AFFECT
4.
ALL
ALL IN OF WATER AND SEWER MATERIALS AND PRACTICES SHALL
ANY RESIDENTIAL LOTS OR ROADWAY TRAFnc.
WITH THEATION
MEET WITH THE CITY OF JACKSONVILLE'S SPECIFICATIONS.
'
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 NETYfORK.
FILL AS REQUIRED.
25.
ALL DISTURBED AREAS WALL BE STABILIZED WITHIN 15 WORKING DAYS OF THE
S.
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 SUBGRAOING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL
27.
ALL CURB AND GUTTER TO BE SPILL TYPE 24"CURB & GUTTER (UNLESS OTHERWISE SHOWN) -
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 REQUIRED
S.
ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE
FOR THE SERVICE INSTALLATION.
WITH N.C.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 SHALL 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-0..
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.
31.
NO AREAS OF ENVIRONMENTAL CONCERN WETLANDS, ETC. EXCEPT AS SHOWN.
11.
12.
SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
MAXIMUM BUILDING HEIGHT IS LESS THAN 60'
32.
NO PARKING ALLOWED WITHIN THE FRONT SETBACK.
13.
AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET.
14.
ALL POWER POLES, POWER LINES, ETC, ARE TO BE RELOCATED TO ACCOMMODATE
PROPOSED CONSTRUCTION.
I&
CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
15.
DEVELOPER 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 WITH SURFACE DRAINAGE (AS SHOWN).
1!
TRACT #2
PHOENIX PARK LLC
M.B.42 P.165 SL.K-1352
20'DRAINAGE &
- PROP. SOLID WHITE PROP. MINI -SKIP
WHI LINE FOR
- - - - STO LINE FOR FULL N.C.S.R. - 1308 - GUM BRANCH ROAD 89'R W Public
- ....... _._.. ........ STORAGEyANEw_
TAPER LANE ( �.�
REF: LOT 3 M.B.49 P. 154, SLIDE L-1012
LEGEND: l `,
EIS =
EXISTING IRON STAKE SF =
SILT FENCE
SIS =
SET IRON STAKE GW =
GUIDE WIRE
rOk0 1
ECM =
EXISTING CONCRETE MONUMENT TB =
TELEPHONE BOX
SPK =
SET P.K. NAIL ­011111felsous=
TRAFFIC FLOW(PROPOSED)
�U
N/F =
NOW OR FORMERLY
R/W =
RIGHT-OF-WAY -SF-
- SILT FENCE
M.B.L.=
MINIMUM BUILDING LINE +25,66
= EXISTING GRADE
C/L -
CENTERLINE 27.9
= PROPOSED GRADE
SL =
SECURITY LIGHT TP TOP OF PAVEMENT
PP =
POWER POLE TW
= TOP OF WALK
--E--E-£-= POWER LINE =
PAINTED STOP BAR
CO =
SEWER CLEAN -OUT STOP
LINE TABLE
WV =
WATER VALVE BO
- CONIC BOLLARD
LINE
13EARING
LENGTH
FH =
FIRE HYDRANT
L1
N61'22'31"W
31.34
SSMH =
sloe =
SAN. SEWER MANHOLE
STOP SIGN
L2
579'05'10"W
50.47
TB =
TELEPHONE BOX =
DOUBLE CONC. BLOCK FILTER
L3
N49'13'34"E
25.00
EOP =
EDGE OF PAVEMENT
L4
N26'45'57"E
60.30
<�]=- -
TRAFFIC FLOW(EXISTING) DBL
= DRAINAGE BREAKLINE
FO =
FIBER OPTIC CABLES
= HANDICAP PARKING SPACE
FES
= FLARED END SECTION
a GRADING LIMITS
CURVE
TABLE
joi,=Proposed
Steel Security Light
a RIP RAP CHECK DAM
CURVE
CHORD BRG
CHORD
DELTA RADIUS
ARC TANGENT
C1
N40'23'34"W
77.01
0.45'43" 5790.63
77.01 38.51
=
YAUPON HOLLY(19) ®
= RIP RAP APRON
C2
N40'53'12"W
22.88
Ol3*32" 5815.63
22.88 11.44
-�
RED CHOKEBERRY(19) ®
RIP RAP INLET PROTECTION
C3
N41*17'42"W
60,01
035'29" 5815.63
60.01 30.01
ZW*
= DRAINAGE FLOW DIRECTION
= HANDICAP RAMP
= RIVER BIRCH(8)
* DEVELOPER MAY SUBSTITUTE LANDSCAPING SPECIES AS LONG AS
CITY OF JACKSONVILLE'S LANDSCAPING ORDINANCE IS MET.
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, LICENSURE NR AND SEAL
THIS J_DAYc.
OF M!� 20 5,,5'I"Irrr+rrr`�
SSip '
x� _6V,
seek
` .. L
1 f,"�1j+r 11111t551��,
r
O
1\1
1 ` 1 ✓
Z.
as
c F o
� <
J>
0-M
U Ck ecp_ VA4� '
10-PEDESTRIAN/
'_"
JWALKWAY ESMT, N/F
LIVING WATER
FELLOWSHIP CHURCH
M.B.31 PA94
J, (CU-81)
tad,.
O�
•
O�
O
20
7yF' N
1 \
1
1 SPK \
-0 1
R
ON
US z 3
EPK 1 rFDEWALK
RECEIVED
2
17
pk� �
BRANCH RD
VICINITY SKETCH
NOT TO SCALE
J�
Site Data Block of Features
Existing use (s): VACANT
proposed use(e). MULTI -FAMILY APARTMENTS FOR ELDERLY
special use permit: APARTMENTS WHERE THE TOTAL COMBINED SQUARE FOOTAGE
EXCEEDS 25.000 S.F.
gross square footage of proposed bunding(s):47,340 S.F.
square foot aq a of existing building (s); -G-�
site zoning: 8-1
total acreage: 5.60
acreage of land to be disturbed and exposed: 5.21 AC.
acreage In active recreation space or open space: 0.0 AC.
number of lots:l
minimum lot slzs:N/A
average lot slzs:N/A
number of units(dwelling, commerciai):44 DWELLING
owrtsrship status (rental, condominiums, etc.); RENTAL
type of units: RESIDENTIAL APARTMENTS
density0.59 UNITS/ACRE
number of parking spaces required (APARTMENTS -ELDERLY, 1 SPACE PER UNIT)
44.1 .. 44
20% REDUCTION IN PARKING SPACES
(57,770 SF. BLDG AREA > 25,000 S.F.)
44 + 0.20 - 9
44-9- 38 TOTAL PARKING SPACES REQ.
number of parking spaces proposed: 75
number of parking spates existing:-O--
number of compact spaces allowed (up to 25% for lots w/10 or more spaces)- 19
number of compact car parting spaces:-
0-number of parking spaces provided:75
the map book and page number:49/154
deed book and page number.752/18.5
tax map and parcel number.339/20
coioulatlon of required landscaped area:
oalaularea tlon of vshlculor surface aexlatlng:-0- S.F.
calculation of vehicular surface area proposed:40,280 S.F.
impervious Surface Area (excluding bulldings):57,065 S.F.
impervious Surface Area (Including bundings):114.405 SF.
Required Iandseaptrrg:4834 S.F.
Required interior landscaping:2#17 S.F.
Provided Interior tondscaping:4,920 S.F.
Provided exterior landscaping: 1,191 S.F.
Total development Impact area (dlsturbed/exposed
area):226047.6 S.F.
Impervious Surface Rotto:6.504
#1 of trees requlred:8
# of tress provided:8
of shrubs required:38
s! of shrubs provide& 38
SETBACKS:
Front - 25'
Rear (north) - 10'
Sides - 6'
NO PORTION OF PROPERTY IS INCLUDED IN ANY ADOPTED CITY PLAN.
BROKEN
f0.5 MILES TO /W MON
NOV O 7 2005
OF WILLIA:MM R PAkKMY4Y
--- - DWQ
"Roe# 5w67vsuZ3
(0 TOIL
.j
1.7D
KrN CAR
OWNER/DEVELOPER:
FOX HOLLOW LLC
315 TURNER STREET
BEAUrORT, NC 28516
252-504-2424
R",t'MI 'IT coy t t i`"# SITE PLAN
�.,
Sl 0 N CI" WATER CU`.�,.1,.I� for d
06-rr6- FOX HOLLOW
i�
PREPARED FOR
FOX HOLLOW LLC
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOVEMBER 2, 2005
SCALE: 1"=40' F.B. 760 , PG.17+
JOB # 255894 PROJ. NAME:FOX HOLLOW
GRAPHIC SCALE
40 0 20 40 so I60
( IN FEET )
1 inch = 40 it" SHEE T 1 OF 9

1. OBTAIN PLAN APPROVAL.
2- INSTALL CONSTRUCTION ENTRANCE AND ROCK CHECK DAMS,
AND SILT FENCES, THEN INITIATE CLEARING.
ALL PROPOSED GRADES ARE TOP aF�
CURB UNLESS OTHERWISE NOTED.
3. CONSTRUCT POND AND INSTALL PIPES.
4. MAINTAIN STRUCTURES DURING CONSTRUCTION.
5. STABILIZE SLOPES do DITCHES AS THEY ARE BROUGHT TO GRADE.
6. PAVE DRIVE AND PARKING LOT
7. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN STABILIZED.
TRACT #1
PHOENIX PARK LLC
M.B.42 P.165 SL.K-1352
iln� �F
IIII F�
IIIIIIII III I
III L
LLLG=T---
15 UnUTY EASEMENT F
(PER M,B.41 P. 26L
�.Q
Q�
o
1 �
7
20'UTIUTY ESMT. -
EXISTING SEWER
LINE AS INSTALLED
N 45.3
A :
Cj
W
PERIMETER PROPERTIES, INC. ►�
LOT 2 M.B.49 P.154 kv ad
(B-1)
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY �w
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON). THAT THE BOUNDARIES NOT SURVEYED ARE
I. LOCATION OF ExISTI14G WATER AND SEwEl1 MAINS TO BE VERIFIED AT THE 20 ALL gEAii-OtJ1s TO BE M VALVE 80ffE5 M PAVED AREAS. (EARLY t Ij T THE RATIO OF PRECISION
TIME OF OONS7RUCMOM. 21. THIS PROPERTY M NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.EM.A. MAP 3720437000 J. AS C WITNESS MY
I CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BE,NiE!! EFFECTIVE DATE N011ETW 3. 200&
WATER AND SEWE7t LINES. ORIG RE NU BER AND SEAL
3 wATT3i AND sEwE]R SERVICES FRONDED BY THE SITE CONTRACTOR 22 ALL ©c1i31loR (JGHTS IIp L BIG LOCATED AND POSITIONED So NOT 7O ADVERSELY AFFECT ,�(/
4. ALL IN4STALLAIM OF WATER AHD SE rER MATERIALS AND PRACTICES SHALL ANY RESDENTW. LOTS OR ROADWAY TRAFFIC THI � : �{ � 20 � �,� � 7
MEET MRTH THE CITY OF JAdC9ONMUL's SPECIFICATIONS. 24: EMSI PROPOSED ROOF TO BE PIPED I4TD PROPOSED BY CONSTRUCTION
TOIGE NETWORK. PER M-III C� < N9
5. CONTRACTOR TO PRIME POSITIVE ORADEs FROM BUILDINQ TO wALxs AND USE
FILL AS REQUIRED. 2* MI 0 wORKMO Y9 OF THE _
e. THIS SITE IS SUBJECT TO SELECT' CLEARING AND No CLEARING WILL BE DONE COMPLETION OF ANY PHASE OF GRAi11 & - -
7. SITE SUBIIIRAOIN TOPSOIL TABLE MATERIAL OWIIIER OR HIS REPRESENTATIVES SAL AND DISPOSAL 27 CURRTHERE B AND WUTIER�TO BE VIL WTHN WOF TYPEE 2�4"CURS i GUTTER (UPROPERTY Dow� OTHERIRSE SHOIINJ y� Q= cLMI BRANCH ItD �
ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFI L MATERIALS. 2e. A MET TAP BY A PROPERLY Li�F1? PUBLIC UTILITIES CONTRACTOR WILL BE REQUIRED 4/
E ALL STORY WATER HANDLING FACILITIES SHALL BE CONSTRUCTED M ACCORDANCE FOR THE SERVICE MSTAUATION.
07H N.C.D.NJL STANDARDS ARID SPECKFlCATION&
I 9. SITE ACCESS: ACCESS SHALL BE UNTED TO TW DRIVEWAYS AS SHOWN ON 29. ALL sROEwALKs FRONIN% THIS PROPERTY SHALL BE r=L aF VVIIII . BREAKS, AND o1HER
THIS PLAN AND SHALL HAVE A CONSTRUCTION ENTRANCES AS SHOMN ON THIS PLAN. DEFECTS PRIOR TO THE ISSUANCE OF A C.O.. r''garN
10. ALL PAVEMENT AND STONE BASE SMALL BE WTALLED AS PER 3G, ALL EASEMENTS ARE PUBIC UNLESS OTHERN� NOTED.
I STANDARDS AND SPECIFICATIONS AS SHOWN M DETAN.S. 31• TAL .
-• -^ ~' 12. MAXIMUM HEIGHT S LESS TTH TION OF WATER MM SIZE ADEQUACY.
32. NO PARKING ALLOWED MINIM THE FRONT SETBACK.
I 13. AS THIS SITE IS DEVELOPED. ALL D MROME14TAL RflgI�NTS SMALL BE DIET. 33. RAMPS AT ALL SIDEWALK INTERSECTIONS MRTH ROADS OR ORIVEE TO BE ADA APPROVED.
14. PROPOSED LIES. ET'C. ARE TO BE RELOCATED 70 ACCOMMODATE 34` TILL STOP SIGNS SHALL BE Rt-1. 30r AND INSTALLED TO MU1CD STANDARDS.
I& CONTRACTOR TO LOCATE ALL UTNJIIES PRIOR TD CONSTRUCTION. CONSTRUCTION. x ALL HOPE PPE TO BE SMOOTH CORE (DOEJBLE WALL LOAD BEARING) AND TO BE
17. 1HANDICAPP PARKING SIGNS ARE 10 BE GROUND AND BE EITHER R-7 OR 16. DEVELOPER TO INSTALL STOP SIGN AS SHOVK �ALtED PER MANUFACTURERS SPEdFTGLTIONS
I& NO NATURAL 04 AVAIABLE.
19. ALL DRAINAGE SMALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHo1N4).
II TRACT #2
I I PHOENIX PARK LLC
M.B.42 P.165 SL.K-135
(B-1)
i
40
ks !
FF e(DC NC I EG$4 9g
r
D.I.
INKY=�� 4'
DTI-4a4 ""••' 20'DRAINAGE
RECRADE INV*43.o9 °� _•,„ 1TI►.48438 UTILITY SMT.DITCH D•L
REORADE 0I7CH
35x BEGINING ELw39.5 "w "•• '" ••
is
TOP-44.5
INV-41.54
IN►hr41.23
114 LFI1
DI
DI
TOP=43.4
INV`4Q9I
Lr,
ffI
TOP-43.1
2 DA.
7V 1 ` \\\
EXISTING \\ \ \\\ \\\\\
BLDG GVnyI
2-Scary � `\ \��%•
00 DTIOPi.46 95'�/ MV.�37.>31� \
1d 1'l� t' .e r INY.-41.83'
00
DI 6=
T00=43.5
M1-40.7Q
:- -
FELLOWSHIP
ILI
Xv
it W,
M.
r
r�
1�1
u.La�S: y
e�rrrr+�
kL. T .}
�.
VICINITY SKETCH
NOT TO SCALE
t 0. w.v •. _ TOP-4445 ,01
INVI.1B k /" TOP�43'� �� d �t -- ,1 I�
44 y4 44.2 44.3 . y- w ' '� 7EIP4.3.3 �►y
W � °°�` 'g a .` ! � J � _� �^ 1 1f1 � by dA► ,,�. � * -CIF
rDli
j.
7OP-44.2- l �'; '�. l -�, �'e REMOVE AND REPLACE
' MV-41.52 ��. , ... ' ._ s" '1 - li oPw43.3 1, Lc, . , - - I L /`I
44.3 { INV-40.88 .1krJam'' ' el�'�Ii •
- - - .......�..............-- __ -- - ----- ---- --- .... - -- � lOP42T1
.97
00.
41 EAW_ 1 .01 `►.... . . . . �..p,-..w,� f.�...ry . . . . . N
r _ _ _
, MVO t5 I4V�44.9 -` rfNROP TOP OF lOP�422 ` 513 N-381,780.5M Z'
IN �. �- PROP 8 LF "RCP I•' I CURB-43.9 J KV-40.46 E 2.4?1.2.5&70
,..` GR11DE - . . -.... (PKaa� E> III NAo 83
-.... . ,�
PROPS „"' INY�.�8.41
PROP � 1� � ��- , 1 d, � __:.`MCP �
+a PROP 4 8 1 1 I4Y36.33
-- , 10P-4339 iO.S TO R R/IM MWN
ECEIVED
EXSTW cBJUNCTION,14C110H Box ,
TOP-44�4
10P73
48
N.C. S.R. -- 1308 -GUM BRANCH ROAD {89'R/*k
, % .TAN 17 2006
4g DI
rn
TOPm4282 r�D W
N 'rOP=4&51 TON-44.8V-40.03 / 36 96! TTOVV�""JB eO
CID INW�3a.Q4
LEGEND: SILT FENCE TOP-0b 7w �. ••_ PPE RNNAGE_PPEMWi37.87
EIS = EXISTING IRON STAKE POND ASSIGN TO DETAIN SORMWATER TOP-CRADINCIEROSION AND
SIS = SET IRON STAKE GW = GUIDE WIRE n.p FLOWS SUCH THAT 25 YR POST 11 Z ` /% MVI.3&tA32 32
ECM - EXISTING CONCRETE MONUMENT TS = TELEPHONE BOX DEVELOPMENT DISCHARGE IS LESS THAN, 0 x I
SPK - SET NOW NAIL OR EQUALFORMERLY _TRAFFIC FLOW(PROPOSED) EARL TO PRE -DEVELOPMENT a'`O STORMWATER PLAN
R/W - RIGHT-OF-WAY -SF- - SILT FENCE Q - for
MAINTENANCE PLAN M.B.L.= MINIMUM BUILDING LINE +25.ee - EXISTING GRADE J J M,
C/L - CENTERLINE 27,9 - PROPOSED GRADE a m a FOX HI LL O w
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2-SEDIMENT WALL 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
3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE
SEDIMENT FENCE WALL 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.
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL VEGETATIVE AREAS
TO MINIMIZE THE EFFECTS OF EROSION.
I REF: LOT 3 M.B.49 P. 154, SLIDE L-1012
SL - SECURITY LIGHT
TP
- TOP OF PAVEMENT
PP - POWER POLE
TW
- TOP OF WALK
-E--E-E-- POINTER LINE
�
- PAINTED STOP BAR
CO - SEWER CLEAN -OUT
sTraP
WV - WATER VALVE
BO
- CONIC BOLLARD
FH - FIRE HYDRANT
SSMH - SAN. SEWER MANHOLE
- STOP SIGN
TB - TELEPHONE BOX
ri
- DOUBLE CONC. BLOCK FILTER
EOP - EDGE OF PAVEMENT
- TRAFFIC FLOW(E)aSTING)
DBL
- DRAINAGE BREAKLINE
FO - FIBER OPTIC CABLES
&
s HANDICAP PARKING SPACE
FES = FLARED END SECTION
4U m iss w
MIRK so IRA 41II wN ms no - GRADING LIMITS
11o, •. Proposed Steel Security Light
@&
- RIP RAP CHECK DAM
= YAUPON HOLLY(19)
.. RIP RAP APRON
= RED CHOKEBERRY(19)
®
RIP RAP INLET PROTECTION
= DRAINAGE FLOW DIRECTION
- HANDICAP RAMP
RIVER BIRCH(S)
* DEVELOPER MAY SUBSTITUTE LANDSCAPING SPECIES AS LONG AS
CITY OF JACKSONVILLE'S LANDSCAPING ORDINANCE IS MET.
OWNER/DEVELOPER:
FOX LOW L.LC
3115 TURNER STREET
BEAUFORT, NC 28516
PREPARED FOR
Fox HOLLOW LLC
252-504-2424
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
_ �AL A�
PREPARED BY
_ 1 148 ' " `_
JOHN L. PIERCE & ASSOCIAP.A.
�.'
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
',
L/
REVISED
11-23-05
PHONE: [phone] DATE: NOVEMBER 2, 2005
K. NE'N���
=
REVISED
REVISED
12-02-05
1-1-06
SCALE: 1 =40 F.B. 760 PG.17+
REVISED
1-12-06
JOB # 255894 PROD. NAME:FOX HOLLOW
RMWATER DESIGN PREPARED BY5
CRYSTAL COAST ENGINEERING, P.A.
3617-3 IFAMDO t[ WAY - N.C. - 11111m
Phone (910) =5-0008 Paz (910) Sty- 0
11ww.0ll9�)<OO 0001 >II ok L Newsom, Pi
GRAPHIC SCALE
40 0 20 40 eO IGO
( IN FEET )
1 inch - 40 tt. SHEET 2 OF 9

1" STORAGE (ELEV 39.63)
25 yr FLOOD (ELEV 41.32
BOTTOM � � -- — — 6 77'
(ELEV 33.00)
1 �
NORMAL POND (ELEV 38.50)
/TOP OF BERM (ELEV 43.0)
30" ST. DRAIN
PARKING AREA
INFLUENT PIPE
100 yr FLOOD (ELEV 42.11)
NORMAL POND SURFACE AREA 7,635 S.F. O EL- 38.5
1" DESIGN SURFACE AREA - 9,449 S.F. O EL- 39.63
APPROX. TOTAL POND VOLUME - 19,037 CF
ACTUAL FOREBAY VOLUME 4,103 CF (21.6% OF TOTAL VOLUME)
!
or
I I \V i I
Treatment Pond - Plan
Scale: V - 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.
S. 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.
STORMWATER DETAILS
3 1
i
. 1
for
FOX HOLLOW ' � {
i 4
PREPARED FOR
EAST CAROLINA COMMUNITY
DEVELOPMENT INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN_ L. PIERCE & ASSOCIATES, P.A. REVISED 11-23-05
409 JOHNSON BLVD. JACKSONVILLE, NC 28540 REVISED 1-12--06
PHONE: [phone] DATE:NOVEMBER 2, 2005
SCALE: AS NOTED F.B. 760 PG.17+
JOB # 255894 FILE NAME: FOX HOLLOW
SHEET 6OF9
BOTTOM
(ELEV 33.00)
SEEDING SCHEDULE
NOTE: 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 4X
MATERIAL
APPLICATION RATE
LIME
2 TONS/ACRE
20X SUPERPHOSPHATE
600 POUNDS/ACRE
FERTIUZER(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 USED.
Elev. "B"
2
2
/
ANT SEEP
COLLAR
OUTLET
STRUCTURE
yr FLOOD (ELEV 42.11)
yr FLOOD (ELEV 41.32)
1" STORAGE (ELEV 39.63)
PLANTING SCHEDULE
HOM- PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND
VEGETATED FILTER.
SPREAD 46 TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH
UNIFORM GRADE PRIOR TO PLANTING.
PLANT ANY TWO (2) OF THE
FOLLOWING SPECIES WITHIN THE LIMIT'S OF THE DESIGNATED VEGETATED
SHELF AT A DENSITY NOT LESS THAN
ONE PLANTING PER SQUARE
YARD:
59033EM NAME
Peltandra virglnia
COMMON NAME
Arrow Arum
Saggitarta latifolia
Arrowhead/buck Potato
Andropogon virginicus
Broomsedge
Andropogen glomeratus
Bushy Beardgrass
Typho app.
Cattail
Ceratophyilum DWCWsum
Coontail
Sctrpus pungens
Common Three Square
Lemno app.
Duckweed
Saururus cernuus
Lizard Tall
Hibiscus moscheutos
Marsh Hibiscus
Pontederia cordata
Pickerelweed
Potamogeton pectinatus
Pond Weed
Leersia oryzotdes
Rice Cutgross
Corex app.
Sedges
Scirpus validus
Soft Stem Bullrush
Polygonnum app.
Smartweed
Juncus effesus
Soft Rush
Nuphar luteum
Spatterdock
Panlcum vergatum
Switchgrass
Acorus calamus
Sweet Flag
Elodea conadensis
Waterweed
Valisnerla americana
Wild Celery
Zizania aquatics
Wild Rice
No 5 Bar •U" Strap
Outlet Structure (Coat W/ Bltumastic)
(See Detail)
• 1
Veg. lot
ej Cloy, "
1 1
- r i
{a
ev. "A-2"
i.
Bottom r Y e xiI
t .F � •tip:; ai.
Vegetated Shelf Plantings
Forebay (See Planting Scedule)
io
0
M
T1'UQU I I11=I1Iw rVl 1U — r IUI II
— Scale: 1" = 20'
w
z
J
cZwi TRASH RACK
(SEE DETAIL)
TOP
ELEV = 43.00
SECONDARY WEIR
ELEV "D = 41.32
DIA. CORREGATED PRIMARY WEIR
ALUM. RISER \
i ELEV C = 39.63
Li
j` OUTLET PIPE INV.
k ELEV = 0
CONC
FILL BOTTolU
ELEV
33.0
Riser
Embankment shall be constructed of uniform native
material (free of excess silt, rock or gravel, debris or
vegetative matter) compacted to 95X of maximum dry
density In accordance with ASTM D1557 ($"-12' Lifts)
Emergency Spillway (100 yr. Flood Elev.)
Outlet Pipe (Size and
Elev. " ' Permanent Pond Ty Material per Drainage Pion)
Draw Down Orifice 1 \—Anti-Seep Collar
(
�s ) Detail 2 �Antl-Float Block (See Detail)
' (60 CF Concrete)
12" No.
Elev. "A-1' Bottom 57 Stone
Main Pond
Treatment Pond -Section
Scale: None (Vertically Exaggerated)
ELEVATIONS SCHEDULE
LOCATION
DESCRIPTION
ELEVATION
Al
MAIN POND BOTTOM
33.00
A2
FOREBAY BOTTOM
33.00
B
PERMANENT POND
38.50
C
PRIMARY WEIR
39.63
D
SECONDARY WEIR
41.32
E
10O YEAR FLOOD
42.11
Outlet Protection
(See Erosion/Sod. Plan)
54' MINIMUM
Anti -Seep Collar
`y1t11111/!!
C'A
SF L
IS 48
a+an a�fa oM MRPAW Sr
CRYSTAL COAST ENGINEERING, P.A.
3e17-3 EOM WAY - HUMM N.C. - =39
PhMe (910) 325-OW Ihx (910) M-OM
wWrr .WM De w L x.weofn.
4-3" ALUM
ANGLES
ALUMINUM TRASH RACK �r
6 A �.
-`iFIF
RISER
(SEE DETAIL)
TRASH RACK
(SEE DETAIL)\
LATE HICK STEEL
6"
A''NA
w
z
J
Li
z
w
U
WSJ'
Trash Rack
ALUM BAR
2' O,C,
6" DIA, CORR.
ALUM, PIPE RISER CUTLET
\ (SEE DETAIL) INVERT
DRILL 1-1/4' HOLE 1`
IN END CAP - TACK 12,
WELD HARDWARE CLOTH
SCREEN OVER ORIFICE �
1B MIN"
6' DIA,
END CAP
Draw Down Orifice
Outlet Structure Details RECEIVE
No Scale
REVISIONS:
JAN. 11, 2006 PER DWO STORMWATER
JAN 17 2006
DWQ
-ROC # 5w30 SII2 j
01 Tmouolm
NOT FOR CONST CTION

_ � � �. . . . ... � L. _. 1. _. J� . _ i _. • L ._. .
2" BITUMINOUS
PAVEMENT
(TYPE SF 9.5 A)
R/W
2500# CONC.
�8.
TYPICAL PAVEMENT & SIDEWALK DETAIL
NO SCALE
IZ
CONSTRUCTION
EXISTING ROAD
50' MIN.
LENGTH
R/W
SEEDBED PREPARATION NOTES:
ENTRANCE
SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
PROFILE
AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD NTH AVAILABLE
TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-Is" DEEP.
LOOSE ROCKS. ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
(SEE NOTE)
SURFACE $0 THAT THEY WILL NOT INTERFERE NTH THE ESTABLISHMENT AND
CEO -FABRIC
MAINTENANCE OF VEGETATION. SURFACE FOR FINK SEEDBED PREPARATION.
AT FINISH GRADES SHOMM, SHALL BE REASONABLY SMOOTH AND UNIFORM.
PLAN VIEW
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.
IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT,
LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH 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.
SEEDING saDULE{INCLuaNc POND SIDE SLOPES)
2. Length - As effective, but not less than 50 feet.
3. Thickness -- Not less than six (6) inches.
SPREAD 4' TOPSOIL OVER AREAS TD BE SEEDED AND ESTABLISH uNIFoRM
4. Width — Not less than full width of all points of
GRADE PRIOR SEED BM. DISTRIBUTE �N� LYE ANDCOVERCFERTILIZER TLY WORK INTO
ingress or egress. Minimum of 12'.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
5. Washing - When necessary, wheels shall be cleaned to
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
M*IERE SLOPES EXCEED 4x
remove sediment prior to entrance onto public right-of-
way. When washing is required, it shall be done on on
MATERIAL APPLICATION RATE
area stabilized with crushed stone which drains into an
LIME 2 Taus ACRE
approved sediment trap or sediment basin. All sediment
lox SUPERPHOSPHATE Soo PWNDS/ACRE
shall be prevented from entering any storm drain, ditch,
FERTlLIZER(10-10-I0) 1000 POUNDS/ACRE
or watercourse through use of sandbags, gravel, boards
APRIL - JULY
or other approved methods.
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (HULLED) 10 POUNDS/ACRE
5. Maintenance - The entrance shall be maintained in a
condition which will prevent tracking or flowing of
JANUARY - MARCH
FESCUE. 30 POUNDS/ACRE
sediment onto public rights -of -way. This may require
BERMUOA (IINH
(UNHULLED) 20 POUNDS/ACRE
periodic top dressing with additional stone as conditions
p 9
RYE (GRAIN) 25 POUNDS/ACRE
demand and repair and/or cleanout of any measures used to
SEPTET - NOVEMBER
trap sediment. All sediment, spilled, dropped. washed or
FESCUE. KY-31 50 POUNDS/ACRE
tracked onto public rights -of -way must be removed
MULCH 2 TONS/ACRE
immediately.
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)
NOT TO SCALE
PLANTING SCHEDULE
WM' 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 DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN ONE
PLANTING PER SQUARE YARD:
SCIENTIFIC IJAYF COMMON NAME
TYPE1 �G
((SCREW )ANJST
N 2�BFLOMW GRAM
Psltondre v"Inlo Arrow Arum
Soggltarla latAndropogm er i
Arrowhsod/Dudc Potato
'o
O
Broomsedgo
Andropogsn giomeratus
Bushhy BeRardgrass'TCeratophyllum
DWOorwm
Coontal
Sclrpus Pungent
Common Three Square
Lonna app.
Duckweed
8' x V-8' x V-N}'
I
Saururus kn nwa
Hibiscus mknchoutos
Lizard Tag
Marsh Hblows
CONCRETE PAD
NOTES:
Pontederla cordate
Picicerelwood
Potomogston pectlnatue
Pond weed
WHEN SEWER CLEAN OUT IS
1. THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6"
Leertla oryzoMiee
cOf7f'°�''SoftINSTALLED
Rke Cutgron
t9Stern
IN PAVEMENT IT MUST BE
LAYERS WITH MECHANICAL TAMP.
Scirpus vnldus
Bullnrah
INSIDE A VALVE
2. SOLVENT CEMENT FOR PVC PIPE AND FITTINGS TO BE ASTM D-2564
Polygomum app.
Smartweed
»
BOX WITH 'SEWER" COS.
3. PVC SADDLE AND BEND MUST BE BEDDED IN #67 STONE.
Juncus ut
Sv14 RushNupha
BEDDING AND HANDLING OF SERVICE PIPE MUST COMPLY WITH
lute
Pankum vwgatum
Panicu vorW
Spntthwun
5wltch
ELEVATION - CLEAN OUT IN
CLASS B BEDDING SEE BEDDING DETAIL FOR GRAVITY MAINS.)
(
El orvt `done"'
Elodea canodsrnls
sweet �
wattrwtad
STREET & DRIVEWAY AREAS
Volisneria ornerMsano
Wild Celery
Vzonla oquatica
Wild Rice
12 awar **xc at Xt w WIELDED MME HOOKED om
FeIEfOR M CHANNDLS ON METAL POSTS, Olt rAUDW
TO OAK POSTS 11117H NM a STAPLES.
MAXIMUM IEMW 11r
x MXNMYUM
UL1RAvnET RmTwr mwn 1) RAISED TRUN(
FA(M OR EOUIVMW EEgJIMb TO WANE
MEn1 METAL CUP$ OR WE AT !r aFI INCH DIAMETER,
OE1IM SPACED ON 2.35
7 INSTALLED ON TT
RAISED DOMES A
MAMAIM SEDIMENT $10RA41E LEVEL. AD AM OR COLORED 'BA
• Sf IMMT *EN THIS LEM fa RDA04M NCDOT SPECIFICA
OR AS OIRLCM BY COKSMATKXN POPOCTM COMPLIANCE.
�d
!11T NATURAL QUM
i CARRY APPRO10fiA1iLY If OF FAEMC ##TO TREW N.
CONK wm 'JCR AND TAMP NACKnU_
aARRY .'OF *W MO TRENCK
METAL, MM OR 4-W 7KA70 WOOD POST4 AT S'
aFr CM7W MAXa VIRL CEDAR MO MOW Ml SHOULD
eE T DEEP M11WAYA
4' SCH 40
16' DR - SOLVENT CEMENTED
1/
1/16 $END JOINTS (TYPE SC)
RECONNENDED 2X
(WIN. GRADE W
SDR 23.3 TO
40 ADAPTER SEE NOTE
r IN -LINE WYE I h
NEW OR EXISTING
PVC MAIN.
T_y_pical Sewer Service
No Scale ---
HANDICAP RAMP DETAIL
NOT TO SCALE
CTI�
BRASS PLUG
WHEN EVER HOUSE IS
CONNECTED TO SERVICE,
LOWER STACK TD GRADE
FINISHED GRADE
�- SCH 40 PVC
\1_90 DEGREE BEND
LIMITS OF
COLOR HARDENER
SECIKIN 'A' - 'A'
DUMPSTER PAD DETAIL
NOT TO SCALE
PIPE CROWN
S 1
i
1�
' R M
GASKETED PVC ADAPTER—
SCH 40 PVC
GENECO MODEL E40 SEAL71TE
TYPE "E' WYE SEWER PIPE
45' (AS1U A-48. CiASS
30 CAST IRON)
-�+-- FLOW
-SM PVC 40
PIPE CROWN
24 ga. STAINLESS
STEEL STRAP
z.s•
NOTE:
TO BE USED ON EXISTING SEWER ONLY. USE WYE
FITTING FOR ALL NEW SERVICES.
Sewer Service Saddle
No Scale
HANDICAP RAMP DETAIL
NOT TO SCALE
VERIFY w/
CIVIL DWGS.
AS NOTED R.C.P,
EXTRA ROUGH
BROOM FINISH
140,
LAN40APED AR* VASPHALT
W CURB (TYPICAL)
ASPHALT
P V1EwvtEw
NOT TO SCALE
8'ASPHALT CURB
LANDSCAPING PROTECT ION
NUT
SCALE
r
PIPE 10 VARIES
BRICK_
PIPE ID + 12
4 44
a �e4 4
8' so- 8'
8'
4
Vor
TYPICAL DROP INLET
NOT TO SCALE
7 x INSIDE
DIA. OF PIPE
0
5 x INSIDE
DIA. 0f PIPE
NOTE:
RAMP AND FLARED SIDES ONLY TO BE
COLORED SUNSET YELLOW W/ CHROME -
HARD COLOR HARDENER USE STAMP
'HR-100' ON RAMP AND FLARE SURFACE
3 x INSIDE
DIA. OF PIPE
CLASS A RIP -RAP
GEO--FABRIC TO BE
INSTALLED UNDER
RIP -RAP APRON RIP —RAP
OUTLET PROTECTION
(NOT TO SCALE)
1Yx 1a'x 1/4" ALUMINUM HANDICAPPED
PARKING SION R7-6 OR R7-BA. BOLT TO
STEEL TUBE WITH 3/8' CADMIUM PLATED
BOLTS, NUTS, AND WASHERS
12*x 9% 1/4' ALUMINUM SIGN R7--ED
'MAXIMUM PENALTY S25W(G_S. 20-37.4)
rx 2- STEEL TUBE EXTEND INTO CONC. FILLED
PIPE 2'-0'. PROVIDE WELDED WATERTIGHT CAP.
PANT WHITE
PANT PIPE BASE WHITE
PAVEMENT
DEWEY BROS. INC. 24' X 31i'
DROP INLET CH-SN-2
CONC. GROUT
FILL ar DIA. STD. STEEL PIPE FILLED WITH CONCRETE
w//B-•Ir LONG REBARS EACH WAY THRU PIPE
V-s" DIA. CONCRETE BASE
CONC.
NOTE: HANDICAPPED PARKING SIGN SHALL CONFORM WITH
CURRENT STATE, LOCAL CODES & A.D.A. REGULATIONS,
ACCESSIBLE
PERMIT PAW
ONLY
MW-AWAY a
MAXIMUM
FINE
Sao
0W
HANDICAPPED PARKINGSIGNA
NOT TO SCALE
CRYSTAL COAST ENGINEERING, P.A.
$817-3 FREMM WAY - MMICRT, N.C. - 2&539
Pbone [phone] Paz [phone]
www.erystalcoastengineering.com David E. Newsom, PE
1e,y7f 117„/
GA
DETAIL SHEET
SOY` 8148 VI!
FOX HOLLO W
PREPARED FOR
FOX HOLLOW LL C
JACKSON\11LLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES., P.A.
409 JOHNSON BLVD. JACKSONViLLE, NC 28540
PHONE: [phone] DATE: NOVEMBER 2, 2005
SCALE: N/A F.B. 760 , PG.17+
JOB # 255894 FILE NAME: FOX HOLLOW SHEET 7 OF 9

L.-` -- _1_._ -_ _. �•��--..-...__..._ _. .. .. _ •t` - ------ _.�,�.•� ___ _.�.
TRACT #1
PHOENIX PARK LLC
M.B.42 P.165 SLK•--1352
(B-1)
15'UTIUTY EASEMENT F_
(PER M.B.41 P.26)J
M.H.
TOP-4
INV-34.
+ 41.77 - - ` ; 1 \ `\! \\ ` ` 43.84
+41.49 42- K1115
4z� \`` �� \1,; \\ ` 414.10 OMNO a"Pw0
-� \ V) 1 1PK WATIRLINE
r "' `�. 4
41.54+
(A ci ,., /// THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING/TO F.E.M.A. MAP 370178-0002 B. p
�¢� / \ / 1 t 1 \ :
N w m a //� 43.92+ �4a / EFFECTIVE DATE FEBRUARY 15, 1985 AND PRELIMINARY FLOOD/MAP 3720437800J. �� Q ` 1 i\`1 ,11111 43.62X Go
PERIMETER PROPERTIES, INC. f / 4 - " -- / S 4z.41 �I 11�11 1 a +r y 33
w o - = 43. �g+ + a�.aa \ \ , \ 1 15t �a ` y c� +^
LOT 2 M.B.49 P.154 �.. as 52 - � 44.06 / �" tNlt
(B-1) �- - vj
4a:43 51
THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN EXCEPT AS SHQVft, \ u: 1 1r► G �,
43.9a 4Z'.58 k ."� +41.18 \� \ d 2
44.58 �'! 1 � � ��\.2 �1 \, ti► �
Va +3\Vm\,�a1 43.(35
I!I W / + 43.44
- -
Lx
LE F o +43,92 - - -- - � = -_ ti = - - = - - - - \ \�q� s 1 EXISTING 12"WATERLINE
�i __+ 4 -43 - + 43.22 l + 4-n \ \ / 1 \ � 1 1`
0�0 44,72 ! 43.51 _i -� r \4�\ +42.76
_ \ \\ \1 1 +41.93 WV 2.36
+42.05~
51
�43 -
'\ 44.5$*'}✓
>1 43.62 43.48'�r�`' SPK
v -�--- --- +43.8Y-�r�� �� / \ / _ +41.58 ems, n� �42.�`
-:,.------� � �0�--w��---- � - �...:...,--:.-.. - ---------------- - - - - - ---.---��- - - - - -
-----.---,..,_--- ' � 42.07 TCI?w4 71
3.i6 -- r -/^ 43.6 M.H. i f + 43.15 / + 43.62 ` p !t I 42.45 NVs 7
+45.75 \ ` `e< A / / \ IN P--42'� 3a.83 \ \ / / 1 1.98 1 f
.� / 41.49
- - C3 EIS S15- 44.62 / \ ✓
f g .^
41.4 / =42.43 ! 43.59
1 di.95 42.74
+44.43 +44.17 \ +43.90 - - 3. \ +43.62 �1 42.94 +43.04 +43.DI +43,19 +43.20 / +42,86 +42,4fi I V=36.51
+44.21 ` J-S✓43.98 400 O D.42X \ g g1 DI 1 .30 42.84
46. B t + + 4 .18,. ,,.,,40D LF W SEWER O 0.3M + 44.94 4.33 44.66 \ 4P9 .- + 43.37 \ 42.7 2. 80 41. 2 42.92 43 3 a'MN�
t CS 39.24 r�+- -� 42.95
1.0 3.3 g
.92 46.82 �- 46 C1 -� 1 PROP W CONC SIDEWALK _ TOP-42. a / �n 42.s2� INV-35.92 \ 3 34 SCf
_ * %
\\ 4fi. SIS 46.00 45 2 44.98 N 4 1 W 713.10 J` /
[ - c6.�8 \+ ' .,..,� �l ..- S4E _\ ,43.2� -3 42.96 �- AIIH \\ 43.91 43.93
-�--- 45.9, -rt �+ �._ ---� ..-� _..-... �- _- ---- --+ �.-.,� _ T.� �-- �. w� TOP=42 69 �.a `�-� -+ 4a.12
- * �a �F1. -- �- --�- -- [ 44.59 i 29 15*pcC 44.06 .81 �' S 18 RCP - 118 RCP - / } 18"RCP BROKEN INN36.33 5
TOP-44.75 TOP-43.59 ` \ M.H. / RAW MOO `
INV-35.33 T�=44.94 fD.e MILES R
INV-3a.49 OF RG PARKWAY-46
\ _
v
-� N.C.S.R. - 1308 - GUM BRANCH ROAD (89'R/W) Public)
TOP-42.52
r SST 16" WA MAIN . _ _ �. . . . ______ �- �� � ... ^ F�Q,Q�16" WA MAIN � � )NV=36.24
EXIST 16" WATERMAIN_ �- - \ _- 4�- _ _ - 42 8a
_ _ i L�-
«-- �- --^ -�K- - a5.45 �45.13 f.96� CB 44.49 44.26 43.88 GB Cg a'3.29 1�` ' +42.81 c ^
45.68 45.''3 TOP-45.51 45.31 TOP=44.60 � L � TOp=43,� �-�.�, `�%I� 42.55 �
INN41.43 INV-40.O3 43.$9 � I 43.85 M1V'r38.98 INV `38 60 42 t8l'k �5
_ i 41.41 INV 34.04
LEGEND: 1 0 -41.7e
43.1 I - �43.33 INY-38.75 \3. � INV-37.97
EIS = EXISTING IRON STAKE SF SILT FENCE Z \ TOP„4I,87
SIS = SET IRON STAKE GW = GUIDE WIRE 0 INV-39.32
ECM = EXISTING CONCRETE MONUMENT TB '_ TELEPHONE BOX 41.95 � H 0 / 42.02
SPK - SET P.K. NAIL TRAFFIC FLOW(PROPOSED) z EXISTING CONDITIONS MAP
N/F - NOW OR FORMERLY �- p
R/W - RIGHT-OF-WAY -SF- - SILT FENCE a m for
M.B.L.= MINIMUM BUILDING LINE +25.66 = EXISTING GRADE
CA - CENTERLINE 27.9 - PROPOSED GRADE FOX HOLL O W
SL - SECURITY LIGHT TP - TOP OF PAVEMENT
PP = POWER POLE TW = TOP OF WALK PREPARED FOR
-E--E-E-- POWER LINE g - PAINTED STOP BAR
CO - SEWER UNE TABLE WV = WATER VALVE -OUT 0 = CONIC BOLLARD FOX EHOJLOW LO C R: Y LLC
SITE DATA BLOCK: FO�1 ���� � � �L v
LINE BEARING LENGTH FH = FIRE HYDRANT O 315 TURNER STREET
L1 N81'22'31 "W 31.34 SSMH = SAN. SEWER MANHOLE 51nP - STOP SIGN BEAUFORT, NC 28516
AREA 5.80 AC.
L2 S79'05'10"W 50.47 TB =TELEPHONE BOX =DOUBLE CONC. BLOCK FILTER EXISTING USE= VACANT 252-504-2424 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
L3 N49'13'34"E 25.00 EOP = EDGE OF PAVEMENT NUMBER OF UNITS = 0 PREPARED BY
L4 N26•45'57*E 60.30 - TRAFFIC FLOW(EXISTING) DBL = DRAINAGE BREAKLINE % OF SITE DEDICATED TO OPEN SPACE = 0 JOHN L. PI
ZONING = B-1 ERCE & AS OCLAT.Fs'S, P.A.
FO = FIBER OPTIC CABLES = HANDICAP PARKING SPACE 409 JOHNSON BLVD. JACKSON VILLE, NC 28540
FES = FLARED END SECTION = GRADING LIMITS PHONE: [phone] DATE: NOVEMBER 2, 2005
SCALE: 1"-40' F.B. 760 PG.17+
CURVE TABLE = Proposed Steel Security Light RIP RAP CHECK DAM
CURVE CHORD BRG CHORD DELTA RADIUS ARC TANGENT JOB # 255894 PROJ. NAME: FOX HOLLOW
C1 N40'23'34"W 77.01 0'45'43" 5790.63 77.01 38.51 = YAUPON HOLLY(19) - RIP RAP APRON
C2 N40'53'12"W 22.88 013'32" 5815.63 22.88 11.44 = RED CHOKEBERRY(19) ® = RIP RAP INLET PROTECTION GRAPHIC SCALE
C3 N41*17'42"W 60.01 0'35'29" 5815.63 60.01 30.01 _00% = DRAINAGE FLOW DIRECTION 40 0 20 40 so Iw
= HANDICAP RAMP
REF: LOT 3 M.B.49 P. 154, SLIDE L-1012
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
OR! i SIGNATURkICENSURE NIJIA18ER AND SEAL
� C/
'SS1 Zv -
__ SEA
% ✓ ��� SUS`" ��=
IV L
M.H.
TOP-45.41'
INN 37AVI
I I
TRACT #2 a
PHOENIX PARK LLC
IM.B.42 P.165 SL.K-1352 D.I. c�-A
TOP-e BXiSr�N f (B-1) I 4s 5 v1A
f, l
4z.a9 +4 5 46,98 � ! EXISTING , �e•� Z�
0� I ilI BLDG C
2-Story Vinyi Qy
D.I. l 24"
TOO=44b3:+�b � �. kr: Illl '�
D.I. �N'I �� iNV.=37.a1' #44:67
I 1'OP-4'3.95' ��� 1 � 1 44.48 44.91,
D I. (III T4, 11� .Y V C INK=41.53' , �i�f 1 i 151 t�4,25
a' R D.L 20 DRAINAGE E443.37
M.H.
H V P y TOP-45.3W UTILITY SMT. D,I. �- _
` a,o1 �-45.31 INV.-4276' TOP-43.70' P.Y.C.I ,1 1 111
137 LF e"SEWiER _0� 537G-INN37.28 61 1Z" _P.V.C. _ INV.-42.24' 12'. '�`_ � - ` \ �
-^� ` - - _ _ _ _ - Q - - - -� - + 4dj-_ T-+44.05 - -+ 42.91 - - - _ _ --+43. G& r ^ _�, 1 1 dri1 Ad.25
0 a +44.42 - -2Lf -I _ -
+ 44_Cr'1 + 43.79 4�4 * 43 5 - - + 2-a _
t2wv
-44.50- T =+_ - -- - i - �_ - �-4- - - -r - i - --42-41-�_ "� 41- - - _ �4 2. 1 1 ```\,+3i44,19 F3.62 1WALKWAYTRIAN/ NSF
S!S 30.OD SI \ �' - -3--39.8'�_-4 -41 369fr-- -- 7E'36- - _ �-�� - - - - g g- r7 J - 1
- - - --- --= ---+2- --- ------ -- - _ _ '--_ -- ------ - '
�1"--�.�+� 4-�� -43- - +43.58 2 4.{32?� -��� �43.00 �� 42.13 1.EiFLIVING WATER
43.34 \ 20 FELLOWSHIP CHURCH
M.B.31 P.194
I
\ , 4
44.54 + / 1 1
/ 42.3a _
J 11 42.66 \ +43.2C ( +
+! 43.�5 1 1 r i +42.85 4� ` , 1\11, , 1m 4.01
+
43.30
44. + 43.70 - - - -
_ - ?O
+ 42. 5 , 11 111 1�, \
,, 43.20
20'UTILITY ESMT. / r 4 6 / \\4 . 1 11 \\`1t` 43.36
EXISTING SEWER / �� 5 3 \ / / -- -- - - - - ...:_ __.. - - � � � � ,` '\��1/, to', 43.61
LINE AS INSTALLED f \ 43.42+
+43. I 4115 -- .._--..-- w--=-1 +44.23 � 1
= RIVER BIRCH(8)
* DEVELOPER MAY SUBSTITUTE LANDSCAPING SPECIES AS LONG AS
CITY OF JACKSONVILLE'S LANDSCAPING ORDINANCE IS MET.
( IN FEET )
I inch - 40 rt. SHEET 9 OF 9