SW8080912_APPROVED PLANS_20111102

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 OSoq 12
DOC TYPE
❑ CURRENT PERMIT
80 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 i 10 Z
YYYYMMDD

= = = = m DRAINAGE AREA BOUNDARY
PROPERTY BOUNDARY
TRACT 1 (LONGBOURNE APARTMENTS)
TRACT 2 (VILLAGES OF LONGBOURNE)
TRACT 3 (VILLAGES OF LONGBOURNE)
5'D&U \ � �'
THE VILLAGE IN COUNTRY CLUB
HILLS, SECT III-B
un 11 0INA
\ 31 i
HERITAGE SQUARE. SECT. III-A(REV)
M.B.37 P.159
SUDE K-157
P 224)
THE VILLAGE IN COUNTRY CLUB
HILLS, SECT III-C
I 13 1 ! 1 ! M.B.35 P.224
1, - SLIDE J-731
RECOMBINATION OF LOTS 12 & 13 . -
AND ADJOINING PROPERTY ' 13A 1 1 THE VILLAGE IN COUNTRY CLUB
HILLS, SECT 24
THE VILLAGE IN COUNTRY CLUB . ♦ �' f ♦ M.LIDE -731
HILLS, SECT III-C RECOMBINA710N OF LOTS R & 13 RECOMBINATION OF LOTS 12 & 13 11 ! SLIDE J-731
M.B.36 P.165 AND ADJOINING PROPERTY AND ADJOINING PROPERTY - O
SLIDE J-9/2 THE VILLAGE IN COUNTRY CLUB THE VILLAGE IN COUNTRY CLUB THE VILLAGE IN COUNTRY CLUB �OtN
HILLS, SECTT III-C II-C HILLS, SECT III-C HILLS, SECT III-C
SLIDE8JP912 M.B.36 P.165 M.8.35 P.224 \ JISD �.
aft SLIDE® SLIDE J-731
41 !
WESTMINSTER OFFICE PARK
SECT II
M.B.27 P.131
SLIDE E-399
40 !
WESTMINSTER OFFICE PARK
SECT 9
M.B.27 P.131
SLIDE E-399
vv
,32 ! � 1 � -I
HERITAGE SQUARE. SECT. III-A(RE� �i0/f • \13-
/�/ " a VILLAGES OF LONGBOURNEFH
i 4'CONC SIDEWALK �] GV
9 DUPLIN COUNTY INVESTMENTS GROUP SLIDE K-157 ° � '2"
— H IVL / 0 12 t¢C Al _
33 ! _ C \ 0 `� °; �, a , G ,A\ �lo
rUP M.H.
A, 6x Ensn� Gv
' RQAo�T EX. B• WATER cv_GV
.
cr. ry
11 11� , - - X.7 S' F
1
� H � � �; LONGBOURNE APARTMENTS �"� %� � " �, �
li LONGBOURNE / � \ \ SIDEWALK
' GBOURNE APARTMENTS, LLC 4caNc
P� 1� �Wa 050111MOD
C9 /' W/ E05TM0 W (PUBLIC) 4i\ ti to
f
0 .III MKT �— — CARRIAGE DRIVE — SG R/ (�
1. I, r, //!y/ Q4
FzITAGE SQUARE, SECT.
f ♦ M.B.43 P.188
, SLIDE K-1815
� 39�
HERITAGE SQUARE, SECT. IV
M.B.43 P.188
SUDE K-IBIS
,20' D&UE - ,
M;�Ir 2009
10' D&UE ""•"' _
!.17 \ 25DBdOE !I15 i !/16 i EXI TING ,q� ♦ 19 O \N ��` :,,l I WATER, SEWER & STORMWATER DESIGN BY:
WESTMINSTER OFFICE PARK _ _ ASP ALY y1pp1�.gJ�1 WESTMINSTER OFFICE PARK
M.B.22 P.185 I WE$TMINSTER OFFICE PARK III RO"P II'1 M.e.zz P.185 a n Crystal Coast Engineering, P.A.
NORTHEAST OFFICE PARK SLIDE C-53 MPA_
.B.22 SS � SLIDE C-53 b
.B.28 P IIIII I I ! 1
S8/1 / , I Civil and Environmental Consulting SUDE FP170 SLIDE C-33 itlg Engineers
; 1 7 1 J g
II WESTMINSTER OFFICE PARK )
David K. Newsom, PE
WESTMINSTER OFFICE PARK
II N.8.22 P.183 ^ 3817-3 FREEDOM WAY, HUBERT, N.C. 28539
SLIDE -5 I SLIDE C-53 ! ' 1_ N
SLIDE C-33 PHONE: [phone] FAX: [phone]
EXISTING
ii it 11 I ' I
8• WATER DRAINAGE AREA SUPPLEMENT
ii'll I II PREPARED FOR
sill I IlLONGBOURNE APARTMENTS & VILLAGES AT LONGBOURNE ilil JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
I III I I EK
�vFH JOHN L. PIERCE RE&EASSOCIATES, P.A.
�.� OWNER/DEVELOPER: 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
0 0 \ LONGBOURNE HOUSING OF JACKSONVILLE, INC. PHONE: [phone] DATE: OCTOBER 9, 2006
p {}{} p p {} MANAGING MEMBER OF LONGBOURNE APARTMENTS, LLC SCALE: 1 '= 50' F.B. 746 PG. 4
OFFIC PARK DRIVE 315 TURNER STREET
NOT RELEASED FOR CONSTRUCTION 60' R�W BEAUFORT. NC 28516 JOB #249931 PROJ NAME: LONGBOURNE
252-504-2424 GRAPHIC SCALE
w 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.

F-
IGLU)
\ \ 1ME VILLAGE
IN SECT COUNTRY
CLUB
M.B.35 P.224
AIDE J-73/ /
AND SPECIFICATIONS AS SHOWN IN DETAILS. M.B. =MAP BOOK fi ; Buildin (10 i S
11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. D.B. - DEED BOOK J 9 I I Building I \ guld'mg ENE VRIAGE IN 17R1 0.ue
12. MAXIMUM BUILDING HEIGHT IS LESS THAN 56' AS PER COOL FOR ZONE TCA. Pr =PAGE -
13. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REUIREMENTS SHALL BE EIS = EXISTING IRON STAKE THE NEts, IN
aVa :±?' J
- MET, SIP SET IRON STAKE M`
14. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO EIP EXISTING IRON PIPE � SLIDUDEE J-731-731 / REODI61NA710N OF LOTS 12 a 13
ACCOMMODATE PROPOSED CONSTRUCTION. ECM( - EXISTING CONCRETE MONUMENT AM ADJOINING PROPERTY
y THE MLLAGE IN COUNTRY CLUB
15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. SPK - SET P.K. NAIL �R HILS SECTS-c - `1%'
'S' MA.36 PASS IECONBNA710N OF UO75 12 a 13 /
16. DEVELOPER TO INSTALL STOP SIGN AS SHOWN. (BM) =BENCHMARK (NGVD 29) AND ADJOINING PROPERTY RECOMBINATION OF LOTS 12 a 13 THE MLLAGE N COUNTRY CLUB
17. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE OTHER R-7 R =RIGHT OF WAY �' �0 ~912 7tE VILLAGE N CauNmr CUB I AND ADJOINING PROPERTY ' SECT M-
04,� �� I HALLS, SECT M-C THE VILLAGE N COUNTRY CLUB SNIDE J-737
OR 12-8 SIGNS. M.8 L. =MINIMUM BUILDING LINE � - a$ MAL3e P 165 HHus, SECT II-c
18. NO NATURAL GAS AVAILABLE. CA =CENTERLINE _ *3 - - - - Diem N.H.� •-912 I � PASS PROPOSED EX N'R',,�I6
19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SL - SECURITY LIGHT ���"' / s 0�, TOP 30 T INt °§�Sos
SHOWN) PP - POWER POLE �� '2C 0I! OIL S �c INV, 2i66��--SL�AOUE
20. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.A. PPLP - POWER POLE / LIGHT POLE k 3d 5Q t Q awpo � 7s• - '50�5- I } FENCE I /
3700340-4387 J DATED NOV 3, 2005. _
21. ALL CLEANOUTS TO BE IN VALVE BOXES IN PAVED AREAS. Co - CLEANNOUT E `�.. k - 312� - - D:dIE g�� ,0t 7R
22. ALL EXTERIOR LIGHTING WILL BE LOCATED AND POSITIONED SO NOT TO WV - WATER VALVE 3 2 nag 32h 0019'35' W 201.40' OFFIINE EIP 6 ��
ADVERSELY AFFECT ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC. NIL( =WATER METER - - - - k 31.24 Q00 EIP 148.50' •� R x 30.4 �
23. EXISTING DROP INLETS AFFECTED BY CONSTRUCTION TO BE PROTECTED PER FH - FIRE HYDRANT Or
DETAIL. ST - SEPTIC TANK
24. PROPOSED ROOF TO BE PIPED INTO PROPOSED DRAINAGE NETWORK. SSMH - SANITARY SEWER MANHOLE 3X.54` - - - - - - - - - - - - - - -
25. ALL DISTURBED AREAS WALL BE STABILIZED WITHIN 15 WORKING DAYS OF THE TB- TELEPHONE BOX
35
COMPLETION OF ANY PHASE OF GRADING. EDP - EDGE OF PAVEMENT _
26. THERE ARE NO STRUCTURES WITHIN 50 FT. OF THIS PROPERTY EXCEPT AS
SHOWN. a - TRAFFIC FLOW EXISTING / �� / 36.t4� �n
27. CERTAIN SECTION OF CURB AND GUTTER WILL BE SPILL TYPE. i34.12 , 1 INSTALL K L0
28. A WET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR WILL BE 40= TRAFFIC FLOW PROPOSED - - - ARWNND �'pRIVATE ,,
REQUIRED FOR ALL SERVICE INSTALLATION.
29. ALL SIDEWALKS FRONTING THIS PROPERTY SHALL BE FREE OF CRACKS, FO - FIBER OPTIC CABLES / ` 36.65
BREAKS, AND OTHER DEFECTS PRIOR TO THE ISSUANCE OF A C.O. FES - FLARED END SECTION
x c
30. ALL EASEMENTS ARE PUBLIC UNLESS OTHERWISE NOTED.
31. NO AREAS OF ENVIRONMENTAL CONCERN (WETLANDS, ETC.) EXCEPT AS - PROPOSED STEEL SECURITY LIGHT
SHOWN. _ 3
{ YAUPON HOLLY �34.25 - I 36g5� - - 37
33. THERE ARE NO N.C. GRID MONUMENTS WITHIN 2000' OF SITE. ll�_
33. RAMPS AT ALL SIDEWALK INTERSECTIONS AND WITH ROADS OR DRIVES TO BE
ADA APPROVED. RED CHOKEBERRY _ _ / x 3 0 5
34. ALL STOP SIGNS SHALL BE R1-1, 30". ALL ROAD SIGNS AND MARKINGS TO �1 ft�i� 1
BE INSTALLED TO MUTCD STANDARDS. _ , _ / - en 1 1
en
35. ALL HOPE PIPE TO BE SMOOTH CORE (DOUBLE WALL LOAD BEARING) AND TO = RIVER BIRCH �R m
BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 0 I - b Q i -� - - / - A o
36. ALL TRAFFIC FLOW ARROWS, LINES, AND CROSSHATCHING SHALL BE PAINTED =SILT FENCE v')
/ _ DIIdarE 11
AS IT IS SHOWN ON THE CROSSHATCHING. SF
37. ALL ELEVATIONS ARE BASED ON DATA N.G.V.D. DATED 1929. GW - GUY WIRE I - ,
38. ALL ROADWAY MAKINGS AND SIGNS MUST BE IN ACCORDANCE WITH THE ES =ELECTRIC BOX _-, x 37. 9I T I 1
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES+00.00 = EXISTING GRADE
(MUTCO) AS WELL AS IN
ACCORDANCE WITH THE CITY OF JACKSONVILLE'S CODES AND ORDINANCES. I =7 - (a 86 '
39. ALL SLOPES SHALL BE 3:1 OR FLATTER. N✓® :PROPOSED GRADE _ II - - I q�y 1
40. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED SIDEWALKS TP - TOP OF PAVEMENT °+Tt
SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FOOT ABOVE Try = TOP OF WALK � -
LA
G -M_
GRADE (OVERHEAD CLEARANCE).TELEP ONE PEDESTALS, ELECTRIC BO =CONCRETE BOLLARD �4
TRANSFORMERS, CROP INLETS, FENCES, OR ANY OTHER OBSTRUCTIONS SHALL BE ` � ��N 10 eL - - - '- ct )• E _ �
REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND MAINTAIN THIS ® - STOP SIGN 36.Op I / x 7 -
CONSTRUCTION NOTES:
Go14sTRucnGIv SEQUENCE
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE 1. STAIN PLAN APPROVAL.
TIME OF CONSTRUCTION. 2. INSTALL THE CONSTRUCTION ENTRANCE AND ALL SILT FENCES BEFORE BEGINNING GENERAL CLEARING. 2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LINES. 3. CONSTRUCT ALL SITE IMPROVEMENTS AND MAINTAIN ALL STRUCTURES DURING CONSTRUCTION.
4. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE.
3. WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR. 4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL 5. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN STABILIZED.
MEET WITH THE CITY OF JACKSONVILLE'S SPECIFICATIONS.
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND
USE FILL AS REQUIRED.
6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL \ /\
7. SITE SRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND
ARE
DISPOSAL ARE REQUIRED TO BE CONE PRIOR TO PLACING THE SELECT BACKFlLL
MATERIALS
8. ALL STORMWATER HANDLING FAOU71ES SHALL BE CONSTRUCTED IN d'ng �� ZONED RS-7
ACCORDANCE NTH N.C.D.N.R. STANDARDS AND SPECIFICATIONS. RESIDENTIAL USE ` \
9. SITE ACCESS: ACCESS SHALL BE LIMITED AS SHOWN ON THIS PLAN AND
SHALL HAVE A CONSTRUCTION ENTRANCES AS SHOWN ON THIS PLAN. LEGEND, Building
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER STANDARDS
MMA.35 P.TP 22244
SNIDE J-731/
- yw� -
CLEARANCE. C-) _
41. ALL CONSTRUCTION MUST BE COMPLETED IN ACCORDANCE WITH THE CITY OF DBL DRAINAGE BREAKUNE Q Ix / 116.03� TOP-338.11S _
JACKSONVILLE'S MANUAL OF SPECIFICAnONS, STANDARDS, AND DESIGN. A COPY J I / / / �9S �S• 9N; �p 38.44 x 95 iNv-ssN� v r A
OF THIS MANUAL IS AVAILABLE IN THE PUBLIC SERVICES DEPARTMENT AT = HANDICAP PARKING SPACE m I L i Q , S pg34'S5" E �,"
JACKSONVILLE CITY HALL. a 44 ---__ (PUBLIC)
42. THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION seep = DRAINAGE FLOW DIRECTION �Z ° / Y .- - DRIVE - 50• R�
F- fir,- / R R _z_ `n CARRIAGE
IN THE MONTHLY STORMWATER FEE THAT WILL BE ASSOCIATED WITH z z x� I .--
DEVELOPMENT. TO QUALIFY FOR THE FEE CREDIT, THE OWNER WILL NEED TO HANDICAP RAMP w m0 I �I R 38.25
PROVIDE TO THE CITY ENGINEERING DIVISION UPON COMPLETION OF PROJECT A 4`
COMPLETED CREDIT APPLICATION ACCOMPANIED BY A COPY OF THE - = GRADING LIMITS a 5 LL 7. x 6 �N �W75 B SWAT uW4
STATE -ISSUED STORMWATER PERMIT AS WELL AS, A COPY OF THE 51TE PLAN. I- < N I `II - DROP INLET
43. ALL TREES WILL BE 8 FT. IN HEIGHT W/2 IN. CALIPER AT TIME OF PLANTING. CB = CATCH BASIN ; a / to OIL --_ ;i --- ; 3884i -M 23
44. DEVELOPER MAY SUBSTITUTE LANDSCAPING SPECIES AS LONG AS CITY OF
JACKSONVILLE LANDSCAPING ORDINANCE AND REQUIREMENTS ARE MET. DI DROP INLET �/ FACT C �1 1
45. SOME EXTERIOR WALLS OF THE PROPOSED STRUCTURES MAY BE REQUIRED P I I'iI JB JUNCTION BOX 6
TO HAVE FIRE RATED ASSEMBLIES. =<C I /
46. ALL BLDGS 27' IN HEIGHT. 8.9d;�' '
47.EACH UNIT WILL HAVE ONE PARKING SPACE IN GARAGE AND ONE ON LI = DOUBLE CONCRETE BLOCK FILTER
DRIVEWAY WITH MIN. 9.5' X 19' DIMENSIONS.JBx
48. DOWNSTREAM DRAINAGE FACILITIES (EXISTING STORM PIPING WITHIN CARRIAGE
DRIVE AND EXFLOWG STORMWATER ASSOCIATED NTH POND) ARE CAPABLE OF HANDLING PROJECTED I C _ OJECT._ 1' \`\ Q \� \ 1 L x
STOR49. NO CONSTRUCTION OF EITHER WATER OR SEWER LINES IS TO BEGIN PRIOR TO -T \� 44 _
RECEIPT OF PERMITS TO CONTRUCT FROM NCDENR IN ACCORDANCE WITH 15A
NCAC 18C.0305(a) AND NCAC 02H.0204. gyp, y \ \\\ y II$
50. PRIOR TOCOMMENCINGTR n TH 1 _ CONSTRUCTION ON E CONTRACTOR SHALL SCHEDULE A
PRECONSTRUCTION CONFERENCE WITH THE CITY OF JACKSONVILLE AT CITY HALL I _
51. ALL BLOCS TO BE SPRINKLED PER N.C. BLDG. CODE. DISTURBED AREA x �e'� Q _ 37.9 20 A \\ W& 30' PRIVATE ACCESS T.
•••ALL EXISTING STRUCTURES AND UnunES LOCATED WITHIN = 5.15 ACRES _ ��� G�Z' ""•\ \ �� 39.66 K NA 0' LOOP
PROPERTY BOUNDARY TO BE REMOVED AND OR RELOCATED BY CONTRACTOR. \_
***CONTRACTOR TO VERIFY ALL WORK WITH OWNER OR OWNER'S REPRESENTATIVE
PRIOR TO CONSTRUCTION. I I \ \ - '
'�' � � "•� One
I \ . 3861 \ \ 1 a .i1C-38.87
ISO'
m 2.0' FLOOR PLAN DETAIL
WOOD STRUCTURE W/SIDING
ON CONCRETE SLAB.
„ FIRST FLOOR SF - 2333.3
SECOND FLOOR SF - 2800.0
TOTAL SF - 5133.3
a (SF TYPICAL EXCEPT BLDGS
--11e.w r--za.a•�e.o'--
#10, #11. AND /12-SEE PLAN)
1ID.HY-•y I NOTE: ALL BLDGS 27' IN HEIGHT
LINE TABLE
L11
N Y 'W
1S."
LINE
BEARDIG
LENGTH
Liz
10.45
L1
6.20
L13
N
4,80
L3
20.00
L14
V
W
5.13
L3
Iwo;
L15
5.94
La
34.28
LIS
77.4
11.65
L5
10.49
Liz
T
'1T
S20
Le
9.44
LIS
1
1z44
L7
10.84
L19
Y
12.00
Le
4.62
L20
'1
4155
W
16.57
L21
2509
LID
35.36
L22
' 'i 7'
9.96
CURVE
TABLE
CURVE
CHORD BEARING
CHORD
DELTA
RADIUS
ARC
TANGENT
C1
4'W
8.36
1
255.00
Sae
A19
C2
7 '
47.14
ie
205.00
47,24
23.73
C3
N
S4A5
1
255.00
54.54
42.86
C4
W '
43.21
1
205.00
43.20
21.72
Cs
N 'W
30.15
1 "
20.OD
34,15
22.94
09
'W
0.74
1
205.00
0.74
3.37
C7
1
5IL94
1
255.00
$7.05
2565
ce
14'1 'W
41.69
4
1'
100.00
42.00
21.31
C9
'1
94.86
100.00
96.e3
53.87
CIO
4
1zS6
255.00
1z66
6.43
C11
N74 1'
11.12
17•
35.00
11.17
5.e3
C12
'W
15.84
34.50
15.9e
8.14
C3
N 7' 'W
25.05
1
•
20.00
26.41
17.20
C14
'1
44.74
1 •
138.00
M94
22.67
C15
28.47
2000.
31.88
2CL26
C1d
N7
17.07
1
50.00
17.15
5.65
REF: D.B. 3022 PG. 933
M.B. 52 PG. 210 SLIDE L-1785
DRAINAGE PIPE CHAR x 3� k / -,f `S NW-3SA2
\
AREA Q10 DIAMETER GRADE LENGTH VELOCITY \ 39.80 1 I 7
7
PIPE (acres) (cfS) (inches) I%) (if) (fps) x0.58 2.06 15" 0.38 26�Irc;41.039.06 15^ 0.36 73"C" 1.07 4.22 15" 0.38 65
"D" 1.07 4.22 15" 0.38 17 J �'- � I
"E" 0.29 1.14 15" 0.59 27 5
"F" 0.74 2.92 15" 0.59 106 �G R RGP \\\\ I ,� / ;.«•i I I -I
EX. 1r
X •I' ROOF DRAIN 00 I:OOR �-INW-JS.YO39.92
•• ••• e
e
Q-CiA RCP - Reinforced Concrete Pipe
tc-5 min. LF - Linear Feet
110-7.17 in/hr. FPS - Feet per Second
C-0.55
NOTE:
1. Contractor shall use RCP for all pipes underneath asphalt
or concrete traffic areas. Contractor my use RCP, DIP, PVC or
BDPE (2 wall) in all other areas, including roof drains.
MAINTENANCE PLAN:
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 WILL BE REMOVED FROM THE BLOCK AND GRAVEL INLET
PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50x 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 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.
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.
+'O S Q I
.6� OFFLRNE
TESIWISIEW OFFICE PARK I
MJi22 MISS
SLUE C-53
ZONED oat
J9.18
EX 24" FES /
INV-36.00
WESTMINSTFR OFFICE PARK
MAM P.185
SLUE C-53
ZONED odd
x
•20' MA70AL BUFFER
49 N 02 27'26" W 7t-`(fOfiAt) -
--- 33
RO38 `�8� oFFi»NE 2W DNA
1{ INV-35.30 I N
I I II �Ww II I I : t6� I
'I T III NR'""1 22 PO.105 PARK _in- _ --
SLIDE
ZONED om Build
I 9
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWNNiiClq, i
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE •`` . Q ''%
CLEARLY INDICATED; THAT THE RATIO OF PRECISION Q
Q:.•'FESS/Q •�/
AS CALCULATED IS 1:10,000+; WITNESS MY
ORIGINAL SIGNATURE, LICE 1E NUMBER AND SEAL : Q 9�'•_�
THIS`' _ DAY OF , 20M . = SEAL
n M .� L-2596
Q
920
JOHN L. P L('y A �/ ,LS. L-2596 ��,' ` LIF G�
/ /���u�i a iP\�` ��\ `\\•
10' "1 lwD!'tdtTL a
4
NESIINSIER OFFICE PARK
MA.22 PASS
SLICE C-53
ZONED Odd
Re" r MoIN IM 3r�
NOT RELEASED FOR C STRUCTION
7p
L
DID Mff 9= (TRACTS 2 A 3 ae1100001
(I -CIA
Q 0.35) (6.75) (520 AC)
Q- 2.5 eQ
tNa PDsr CONSTRUCTION tTR_M13 z At 3 nOMBI ED1
Dan ,17) (S29 AC)
MIN INCLUSION OF A STDIBAWATER POND MOCK TEND TO
ATTENUATE SIOMMIER FLOWS, IT 15 NOT ANTICIPATED THAT
INS PROJECT ILL NAVE ANY SIGNIFICANT ADVERSE EFFECT
ON OOMISTREAY PROPERTM
QP �I}•
X 30.18
3$
EMST1NG
-\ 8DITCH -. \
\ \ o TE511IIGS771:R OFFICE PARK
309
its .14 \ SECT 9
YDSLIDE R131
ZONED
-7
VICINITY MAP
NOT TO SCALE
16•
4
• \ 2 3 \\\ 1 N� DIP �40i
' 0 S13, DEFINE TESYMNEIER OFFICE PARK
SECT I
MAL27 P.131
- _ 693�SLIDE / 3011 ZONED R7
\ \ 1
lt \ \\ �, , EIP
o \ \ \ 0. I v
99 m I I v I
Ic \ \ 0.03 I � Tn'
WETLANDS LINE -
\ 0. \Nuc N �
\ 1NV,28.35 J W cr
/ m O
\\ \ EIS EIS � ) LO \
EX. Y.M.
TOP .87
Q V729.44
\ \ so'y 90 = 2Q- - " 37.67
i
1 1 Gal 6. O v
EIP F- : /
BL30 \ \ \ \ tNV.32 IN�In m
j 5 / ` p v
x 38.I2NY \ ►\ I /
TRACT DATA: m ,
ZONING TCA
�� .3 i F gp• /� FX 60' FES TOTAL AREA - 5.15 ACRES
_ - / /lNv=2&ao,,,,,, ARAGELOT SIZE = 1,285 S.F.
31.17 -o TOTAL NUMBER OF LOTS - 57
o; WEST INSTER GFFtcE PwWG� '� LINEAR FEET OF STREETS -0-
6, SECT I (n TYP. LOT DIMENSIONS-63.25' X 20'
SLIDDEE-`� : MINIMUM LOT SIZE = N/A
1 �L
ZONED R_7 I WATER\SEWER = CITY OF JACKSONVILLE
I, / RESIDENTIAL USE DISTURBED AREA = 5.15 ACRES
x 1 s 7L3 I SETBACKS INTERIOR- 10' FRONT, 5' SIDES, 5' REAR
CORNER- 10' FRONT, 10' SIDESTREET, 5' SIDE,
d 5 REAR (PER TCA ZONE)
ACREAGE IN COMMON AREA - 3.5
PORTION OF TAX MAP 351 PARCELS 8.27
D.B. 3022 P. 933
L0T/1 & /2 M.B.52 P.210
II 1) POWER COMPANY - JOEMC
x 38.481 / /
/ l/ / � O> I _EROSION CONTROL NOTt"c
/ /' /3 I THE EXISTING DRAINAGE SYSTEM IS TO BE PROTECTED FROM THE
r / // ry • Wt 11IMSTER 01 PARK EFFECTS OF SEDIMENT BEFORE AND DURING THE INSTALLATION OF
A % r SECTN I THE PROPOSED STORM DRAINAGE SYSTEM.
1 MJi.27 P.131
o2 Ran 7 PROTECTION SHALL INCLUDE BUT NOT BE LIMITED TO:
1- INSTALLATION OF SILT FENCE AT SPECIFIED LOCATIONS SHOWN
I'-7 HEREON:
s / I CO 2- INSTALLATION OF CONSTRUCTION ENTRANCE;
/ 3- INSTALLATION OF DOUBLE -CONCRETE BLOCK FILTERS AT ALL
EIP PROPOSED LOCATIONS SHOWN HEREON: AND
21CA. DITCH 4- SEEDING AND ESTABLISHING GROUNDCOVER IN ACCORDANCE WITH
VEGETATIVE PLAN.
x 39. ♦ir a / \ �/ ?9'j? EXISTING DRAINAGE SYSTEM SHALL BE MONITORED DAILY AND
DIy,SOL d / / NECESSARY ACTIONS WILL BE TAKEN IN ORDER TO PROTECT THE
)ROPOSEQ'8 /
7PAQUE FEENN / / /
1 �NEEDED ONSITE (DETENTION POND ALREAn
1 J �37 i CON571RUCTEDW
�3a961 / 977 ENGINEERING BY-
g, D V0 I /
3. RESnaGsrtR OFFICE PANGSECT I
J
EPAM Crystal Coast Engineering, P.Aam . APPROV D
RESIDENTIAL USE Civil and Environmental Consulting Engineers NORT CAROLINA EM RONMENTAL
David K. Newsom, PE MA AGEMENT COI IMISSION
32_08
DI S N Of W TE @UALIiY
to 3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: (910) 325-ODOS - FAX: [phone] /
�w ° a 00 �r {.I��`,.......,, a //jam
/ EROSION & SEDIMENTATION CONTROL PLAN 6 l 7
w i �i
GRADING AND DRAINAGE PLAN /5rbIzMWATEa.
• L TRACT #2 & TRACT #3 FLAV
4 14a
It � PREPARED FOR
THE VILLAGES AT LOWG70 URINE
% IiL ..II JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
or PREPARED BY
OWNER/DEVELOPER: 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 JOHN L. PIERCE & ASSOCIATES, P.A. � ".as/
DUPLIN UPLIN COUNTY INVESTMENTS GROUP, LLC
PO BOX 417 PHONE: [phone] DATE: FEBRUARY 2, ZOOS FEB 1 � 2Q09
PINK HILL NC 28572 SCALE: 1"as 40' F.B. 746, PG. 4
252-5es-4271OB 2810030 FILE NAME: VILLAGES AT LONGBOURNE
1 5: rN1ir,1V1E+'rJ 31':--
GRAPHIC SCALE �-
( IN FEET )
1 inch = 40 tL

be 'I•. Prnv a"n by !,�P V, rm•nr _ f,Otr..•e
'
0e/C2/2W6 - 12'4t: 3J PA
t"rniln �r-.n r PIAN r.", tln fnr -..rx
9 qO 9 OB/C2/C065 - 12'. 45:42 Pb'
Fall Permanent
August 15 - November 1
Lime
- 2 tons/sec
FILTER FABRIC
5-10-10 Fertilizer _
1000 Ibs/ore
y
MIRAR 10OX OR EQUAL FILTER CLOTH IN S-0" WIDTH
0-20-0
Unac Service Leapsdeza
__500 Ibf/sea
a
p
SECURE TO FENCING. EXTEND FABRIC 12" INTO
{ EXCAVATED TRENCH. NO BURLAP HALL BE PERMITTED.
KyFed
Fescue
0 Ibs/ac
6e
_.30 Ibs/ac
>
+
Grain
*Straw Mulch -
25 Ibs/ac
2 tone/sec
'�
_
,y ,y y VARIABLE AS DIRECTED BY PUBLIC SERVICES DIRECTOR
i- NORMAL SPACING 8'-0' MAX.,
Fall Permanent Beedeg - Centiaede,
September 1 - February 28
W Y y, REDUCE TO 4'-0" NEAR LOW AREAS.
Lime _
Fertilizer (low nitrogenapproved for Centipede)
2 tons/cc
(Appropriate fertilizer approved
for centipede application)
`�' r. t ,j'
v',
�•,ti:
OSTS ARE ,III
/
Gntlpetla Seed _.__. __.� ___ 15 Ibs/ac (oversesded n a rle c
P g)
FASTEN OT LESS
WyW ✓ :I'+ " "
\
*Straw Mulch _... ..._
tons sec
/
v THAN T
,v N• ,y N A
Winter Temporely �er.
W W e'er �' .
v W W y
.. November 1 - February 26
'11 ,+- WELDED WIRE FENCE 4" SPACE.
Lime _.. ...
10-10-10 Fertilizer
.._2 tans/sea
W v, r + TOP & BOTTOM WIRES ARE 10
W W W N• W "/;, GUAGE MIN., INTERMEDIATE
..
Oats _.... _. _�. _
Rya
-700 Ibs/sec
.. __ 00 Ibs/ae
W W
.,• N• y N, , ` ye WIRES ARE 12 1/2 GUAGE MIN.
Grain _..
*Straw Mulch
.... 20 Ibs/ac
I ,.. N, ,p .y
`
EXTEND FENCE 6" INTO
EXCAVATED TRENCH
_.
.. ... 2 tons/ac
W W <•
�H ''
1.33 #PER LF
�+�,,�,.,
Ums Permaflerlt Seedling
March 1 - April 30
,� .H t
W W NOTE 1
SELF -FASTENING STEEL POSTS.
Lime _10 Fertilize
_ 2 tons/sec
W
W v N• ,y v. N.
DRIVE POSTS 24" INTO GROUND
0-20-0
1D00 Ibs/ae
500 Ibs/ac
W _ N,
'�`Mae
Saoriflad Soria" Lsepedfza
_.. " _. 50 Ibs/see
,y w W _. v N,
•�:
Ky-31 Fescue -
- - -" - 30 Ibs/ac
r- y W
' ."
" -.. BRACE POSTS AT
Brownfop Mlllef _.
' 20 Ibssee
,y N• N, v. µ, Nr
LOW POINT
*Straw Mulch _.
_.
_.. _2 tons/ac
II- .,. W N,
`.
"�w""7i - t�7ede:
Bpft Permanent B�e,,e,,,� Cen
April 1
1
F
Lime
-July 15
IF
'rJ
ijz
t;
Fertilizer (low nitrogen approved for Centipede)
_ 2 tons/ac
..(Appropriote fertilizer approved
L.
: i
'I-1K •
S -
-I I
`IF ' `
�.�
Centipede Seed
for centipede a app Iicatlonoc
90' TYPICAL
*Straw Mulch
Ibs
110' MA%.
._.... 2 tons/ac
6
Late SprF1p PerRlaflpn( Seeding -
. March 15 - June 30
TOTE 2;-
Lime
10-10-10 Fertilizer., --
-' -- 2 fobs/ac
1..-II=11-III'-
_
-1 1
0-20-0
._ _._ .1000 Iba�ac
...
i( /
p
Scarified $suttee, L,epsdeza
ac
_... _500 Ibs/ac
D
STEEL DRIVE POSTS
Common r-
Bermuda Gross....(hulled)..
_. 8 lbs/ac
NOTESI
MIN. EXTRA DEPTH
*Straw Mulch ____. _._.. ..
tons ac
/
3;
REQUIRED FOR UNSTABLE SOILS)
Toe h bockfill into trench and compact the
t$1mmar Temporary Cover
June 30 August I
I�,
soil Irmly to anchor the bottom of the silt fence so that the runoff Is forced
Lime
tons/cc
2fone sec
to QE through the fence. No runoff Is to flow under the fence.
10-t0-10 Fertilize
_ 700 Ibs ac
To Ircrease storage capacity and prolong the life of the' Silt fence, excavate a
Brownfop Millet _.
40 Ibs/ac
6"x6' sediment trench uphill along the line of posts whenever possible.
*Straw Mulch
_. 2 tons/cc
4. Total drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of
NOTES:
silt fence.
1. * Mulch will be doubled if trim In I t
ping s he method
used.
5. Silt fences shall not be used at pipe outlets or in areas of concentrated flow
(creeks, ditchlines, insoles etc.)
f
re, qe �dr a .m CITY ofJACKSON�TILLE hool.-
f.a:..le.,NClwi Iw was 1w,4r:ea,w rt4ruvao nenrwlve
IL[� h
owennadris seam
re,. ae.1a CITY of JACKSowiu E
M
seas
�yG
"C
1tlMM1114xCMa Ise eme Ise,4Qeaeefia rtA,6n.a eOlhIDe aLT
'`w,
SEEDING
xa.awe
Te oak
aaa.
,aao.of .,
"'
��+ �'
TYPICAL
.aua
xaT.ser
aaAa.
,sso.m
,. �°�
SPECIFICATIONS
,'°Y°�,xm
P� 5
``we.
SILT FENCE2�
,,..�'
eta l_I',vJeJ 'J, A'•iAN Lcsu-
3 9i^ears
08.02 2006 j 4R 41
/ Ise
lntAl"'rnWtlM ry A�PIA!, r nmuing fnrl-..rn OB/C2/:0C6 - 12. J6. a8 I'N
SLIPIII
��a� �.•'
RESISTANT WARNING SURFACE ISOMETRIC VIEW
MAX
MAXIMUM SLOPE = 1GR
-.
PLAN VIEW
(TINTED BATTLESHIP GRAY) 20'R = S-1 7/8' z
SEE NOTE 4 - VARIABLE12:1 SLOPE 'o ¢
1
NOT i0 EXCEED 121 25'R " 6'-8 I/8" of
JO'R - 8'-5 3/4' �
-RESIDENTIAL-
�-
-A,
zz
SEE NOTE 3 S
a m
3ucn
i
' '
I
I m
o
PC
O RETURN
.. . . ...... ...
.. ......\\
GATE (NOTE 2)
ARE
I I
THICK CONCRETE PAD
6" O C
TO 6E CAIR
EN iRAINEO AT 28 DAYS
6• MINIMUM `
p
-
't TO DRAIN 4
• SLOPE
TO DRAINT
1'-0" MINIMUM
1/2" PREFORMED
EXPANSION STRIP
/'
-" -
��� -,'
TURN DOWN EDGE
FOOTING BELOW
6' MINIMUM ��
PER R
CLRB VARIESREt RN AONS OF
A
*r
.i
`, A
r
A
4" THICK 6' MINIMUM
O ���
t
w
'
D�siO
CONIC, SIDEWALK
u
PREFORMED 'ADA DETECTABLE
a�
__l,h),ai-.
ASPHALT IMPREGNATED WARNING DEVICES"
E %PAN510N STRIP
VERTICAL CURB
PROVIDE V CHAMFER IF
171 MAXIMUM
SLOPE
PAVEMENT
FRONT CORNER(S) ARE
11/2"
"T
SURROUNDED BY ASPHALT
(TRAFFIC AREAS)
I IT I
IL_,1( II III,L, IIL--1 I j1-
I --_I � . •
6._a.
6._0.
COMPACTED BACKFILL
SECTION
I'
•F � 1
2
STEEL OR
EPIPEBOLLARDS.
A -A F
z
NOT TO SCALE II- I'- z
FILLED WITH
SEE DETAIL 409,04
2
VARIES PER RADIUS Or CURB RETURN--
Z
CONCRETE
SECTION A -A
1/2" PREFORMED ?9
DEPRESSED CURB
DEPRESSED CURB rc
SLOPE MAY
A HALT m
6' Or
1'-0"
6'-0"
6'-O"
4'-p"
6'-0" a
VARY BUT
POSITVE
8'-0"
SLOPE MAY VARY BUT
EXPANSION STRIP
EXPANSION S
MIN.
MIN.
TOP OF
CURB
DRAINAGE MUST
BE MAINTAINED
4'-0"
POSITIVE DRAINAGE MUST
BE MAINTAINED .
b
^
VERTICAL CURB
SCOPE NOT
i
3'�- _
y
TO EXCEED 171 LINE
TO
DEPRESSED CURB SECTION B-B
1
CAST IRON MAT BUILT IN TRUNCATED
^
6"
8 �•I 1•�-8" TYPICAL
DOMES IS TO BE SET FLUSH THE
SET
CONCRETE AND THE ENTIRE SURFACE
BETWEEN THE MAT AND CONCRETE GLUED
WITH EPDXY CEMENT. EACH MA? 6 TO BE
PROVIDE I W2.9 x W2.9
WWF - 2" FROM TOP
WI
NOTE& AT LEAST 2' LONG AND 3' DE.
6" SLAB AND MIN 3" FROM
2" EDGE
s 1. Detectable warning
s shall contrastvisually with
adjoining surfaces, either light
NOTES+:
on dark or dark on light.
2. The material used to provide contrast shall be
an integral part of the walking
1. Provide 1/2" preformed asphalt impregnated expansion strip along perimeter of
surface.
pad if concrete dumpster pad abuts any concrete.
3. Dimensions assume 90' centerline intersection
of streeta.
2. Dumpster to be screened. Minimum gate width to be 10'-0" In accordance with
4. Concrete shall be tinted battleship gray. Painted surface will not be acceptable.
the City of Jacksonville zoning ordinance.
V1l IE *
PO. esIn "'" �� CITY of JACKSONVII.LE haJhweai.av IM1--
1i �S /1•
°'erg d"" '°"� CITY of JACKSONVt1.T R aim r..wd tlo eemr
re,. ee tv
C
fei.a.uiA x.c Iwo � wm Tse ,Aaaanvfda
ar4laAse earncAllae oust
'�`
T.e.myis.,xc xNn la•ems rsenmorw rtAle.se aeerwfos olV
TYPICAL WHEELCHAIR
es
oT
°=- -
DUMPSTER PAD DETAIL
KIM'T's.l.
rn
RAMP - TYPE I
.ell
""' ;
�- �.�w
(WITHOUT FLOOR DRAIN)
;�
2409.
•,
, w
,
epf Po VAalp
-rT
Ixata was see s4• x err
olhon esa oR-ai-a
1-1
-
wow
- •
Cam wart
FILL
TYPICAL DROP INLET
xor m sous
1/2" RAD. E
3" RAD.
a
SPILL TYPE 24"
CONCRETE CURB AND GUTTER
NTS
PAVEMENT DETAIL
NTS
RAD.
].Lai!, P,.vcsc ey AP'IAN Cm,.. -g Enynevv, 00./02/2005 12:J;:'E
18" DIA. X 36" q PLAN VIEW
DEEP CORNER
AND LINE POST 4•-0• 4'-0" 4'-D" -24" DIA. X 36"
FOOTINGS DEEP GAZE CORNER
POST FOOTINGS LAP DETAIL
I )
n N\GATE POST HARDWARE
BX T.pI�p �T LAG BOLT HINGE IXR
y HRU BOLT)
B' CONCRETE PAD LAP CORNER yI�
/ v o BOARDS 1P
1n
a
n
0 ry
I
N N
F
p
'•�\
�
u
o
-41
1 (J
V
2%4 PT C
pT
N
N
I
- TYPICAL f
Y
6X6 PT
GATE
POST -
QATE
ELEVATION TYPICAL
SEE CORNER
LAP DETAIL , �J A
_2XISPry -
P
'In
n
All
(7) 2X4 PT
n
K
N' y
I 6
/' `
, '1•
'ry
1 `
- TYPIGALd
X
4UPEId
'I
- z
2X2X6" n
LONG NAILER
t
11
I I
I
OR STEEL
ANGLE
I
mj
I�
2
r
.
swHNLN ST22
F�
OF N
NOTES
�,,p
N DRILL CONCRETE FOR RODS To
1. Alternative design must be opproved by the Planning Division and
the Building
Code, Administrators.
� gdPCITY of JACKSONVILLE
N.^
ra
).mm.iW NC.xatl Ise Irrle'la lAeisaeVela rtAlaMe9 ee0t4'm, aaT
~�
TA BER DUMPSTER SCREEN
legless
,
130 MPH DESIGN (EXPO)
�,ms
lrtoll.a Frnvrvr. -y .APIAII C.m% I 'Pn Fmim".y=
C6/02/2D'JE - 11A2:95 AU
ALL JUNCTION BOXES SHALL
HAVE A MANHOLE ACCESS.
SEE DETAILS C06.01 & 633.03
TOP TO READ "STORM" &
"DRAINS TO WATERWAY"-
-'2: 21'.'5 rY I Or rI, P,,HdM by APF Al I
PART
MANUFACNRER MODEL Cal. Ho.
METER BOX
CAPITOL FOUNDRY MBX-1 or EOUAL
METER SETTER
FORD V874-84W-41-44 COPPER SETTER
NIFTIER
BADGER / 70 (1 )
INSTALLED BY CITY UPON PAYMENT OP FEES
CAST IRON
METER BOX-
4".8" SOLID RED
OR CONCRETE
BRICK
I�
I;
I
0
- ROAD RIGHT-OF-WAY -
FINNEpGRADED
IU_
m 12" 18 1/8" MIN. OPENING 12" MIN.
PER MANUFACTURER
1' METER SET
Ely JACKSONVILLE (SEE NOTE 3)
eR�
i�fleijTq-s
MITER BOX
a
.Se" CONCRETE 10 "_`
aOCK - SEE DETAIL+ e•).'-FINE GRADED SAND
I FORD VN74-B4W-41-44? "
I COPPER SETTER
i TE
I
-1" CTS COMPRESSION
INLET CONNECTION
1' DOUBLE PURPOSE " 'I
El OUTLET END->--IT-I-j--(-
FLOW TT� 1
MITER YOKE 1" TYPE "K" SOFT
DRAWN COPPER OR
PE SERVICE LINE
TAPPING C-NECTION
SEE DETAIL 513.03
SEE NOTE 1
WTFS:
II II-
I If Installation is for stub -out meter, motor should be purchased from
City of Jacksonville (of applicants expense)
2 Meter must be level, straight, & centered In box across meter connections.
3. Substitution requires approval by City of Jacksonville Public Services Director.
4, Meter shall not be located In a driveway If possible. If meter must be located
In driveway, a traffic rated box and cover shall be used equal to or exceeding
the Mid -States Plastics, Inc. "BCF" series Rectangular meter box
part No. MSBCF1118-12
e p e°a mmdr�esaase CITY of JACKSONVUI.E
r in
Asmann ANcnxi o�enssA.mevua «A rtaweeacA asav
STANDARD V DOMESTIC WATER 14a�r,
METER INSTALLATION
la'el.'roviAM by A-P AV Conmdting Fncirorrt 08/02/20CE - 11:12:
-� -CURB TRANSITIO
6: •- BACK OF HOOD
ALIGN WITH SAC
Ke iL. OF CURB
PS,-PF STEPS PROVIDED
(2) gd'S Elf PRECAST . h SEE NOT
- 12:44:1/ IN I bONI,
- 12:
1/8" RADIUS 1/2"
J PREFORMED ASPHALT
IMPREGNATED .r(
8" 18" or 26" 1, EXPANSION JOINT . "I
1/2"R R VERTICAL CURB & GUTTER TYPICAL EXPANSION JOINT DETAIL
� 1/2"R
3� R
• +7S or 5 56% VARIES (SEE CITY OF JACKSONVILLE
.1,N •f� 1/1"R 1'-0"MN. SIDEWALK AND GREENWAY PLANS 3' MINIMUM
+ NOTE 5 VARIES EE DETAIL 401.01
TOOLED EDGE (TYPICAL)
.m 4" THICK 3D00 PSI
® CONCRETE S/W
12 12 12 CURB
DN SLOPE � 1
t r ( ♦ PAVEMENT
7_11�17_117`
T VARIES, MAXIMUM SLOPE k1 CESTURBED
UNLESS APPROVED BY THE SUBGRADE SUBGRADE ,,,LUUL--_II�II 11
PUBLIC SERVICES DIRECTOR. -
TYPICAL SIDEWALK with UT1LnY STRIP
/ I !
1 / 6"or 1Y e I Rnv
VARIES (SEE CITY OF JACKSONVILLE
1/2"R / C I MOUNTABLE CURB & GUTTER 1'-0"MN. SIDEWALK AND GREENWAY PLANS 3' MINIMUM
/ 1 16•5R EATSDNC BADE 'VARIES TOOLED EDGE (TYPICAL) SEE DETAIL 401.01
gal.?:::/ ® 4" THICK 3D00 PSI
'>vy 3'•., 11 12 -' CONCRETE S/W
7j �.<�s. 1 2 72 - CURB
. •/ -' NOTE 5 ^Y�; / -�1/4 SON SLOPE�1 PAVEMENT
it
-
I
... 11
/ • VARIES, MAXIMUM SLOPE E f COMPACTED UNDISTURBED
APPROVED By SUBGRADE I
r
I / PUBLIC SERVICES DIRECTOR.
SUBGRADE �I
Y
NOTES TYPK:AL SIDEWALK with UTILITY STRIP
1. Score curb & gutter at 10' o.c. NOTES-
2. Provide 1/2" expansion Joints of 90' o.c. 1. Provide 1" deep tooled traverse structural score joint with 1/8" radius
3. Concrete to be 3000 P.S.I. O 28 days, air entrained. at (I o.c.
4. Spill sections will be approved on a case -by -ease basis by City Public Services 2. 1/2" preformed asphalt Impregnated expansion strip joints to be placed
Director. 32'-0 o.c. longitudinally, adjacent to curbs, when butting existing structures,
5. Chomfered edges abutting asphalt am not permitted. concrete, or buildings, and at changes in width.
2l LeN r . a r.MMs. m CITY of JACKSONVU1Z �*'"' ur6 q F.O.&I s.wm CITY of JAQCSONVUIZ
t` AWmMMNc Iwt ra wm m aanmu srA esmcawe owx q i.bw.aNtzesse, sm Ise slmomea enwese suawn,Toe a<t
TYPICAL CURB & GUTTER xe a TYPICAL CONCRETE SIDEWALK Na ,
� " o,�• °' SECTIONS e;.�'2, ®r °�� ...�`° AND EXPANSION JOINT DETAIL j 2m ®'
0i!e �nviom by APP Al ne.mmiltin9 Fne.-n^ r• OB'C2j 20CE - 11.12:EE Pk'
EROSION AND SEDIMENTATION
CONTROL NOTES:
1. Sediment see III . - and a6uatwes ,hail be slstaRad.
malntok and amended as needed to prodder effeotM
INSTALL RIP RAP central et accelerated ssdMNntetbn untl the contributing
ONE FDOT OPVER aclelshads � et��•
" TOP OF RANK EXTEND THE FABRIC OUT
2
w We ONE FOOT AT THE TOP A. Notify be inning o, etrua art land OueitY Saetlan pia
OF THE GRADE bagWe�pa. New stombw � "
., . C. Slit Imce shall be Installed-tob shoe chasm and me ell
dam Yepaa t areas to th dcroo too Sit 4 lAmees
Install
W nlahtaer anti the sew c ed. Div tall sue
D. MataN 9tannwater Pads shah ehdlcebE. Divert ed aortae
�ir dAlvasenhooqpas to pa @ with dlyarMan dltahaa.
Gerald rapt VGA ocuvmm Whtaeh esdan control
I asv E. In" Storm System. kwW }hook & traoN Not
Protection around ed 10161
F. Complete one grodene activities. katd had base cease.
NOTE
7
MANUFACTURER OR M.A.
IWSTR'
- 0
\
& DETAIL 634.02
•. r
` B4N,1•
, N
QL Stabilize (and and mulch) thaw aims net to be paved
(eel)
PSI-PF STEPS PROVIDED BY
.,
SEE DETIAIL CO6.04
JAI:
.,.
1
oral/or butt upon. Construct and stoblbm vegetated
wake (cod and be Penned h pine. to pnvset di -
PRECAST MANUFACTURER OR
p
'•'
"
-
40 -
"
(MUST BE 16" WIDE,
WALLED
TOLB07B FROM
\
1t'
\�
Iodpenlent)
M.A. INDUSTRIES. SEE DETAIL
��
..F
?•
q
,,,
'�' INSTALLED
N. Mciande eraalm central msashsw a needed to awlwe
CO6.04. MUST MEET OSHA
REQUIREMENTS.
-
,\.
1/4" COMPOUND
\' EXPANSION MATERIAL
SIP AND NO GREATER
?HN 12" SEPARATION) MIN.
9
.•
„�•
/ �' %
/
%/%
VARIES
MAXIMUM 8'-0"
CONCRETE FES
.,y
•
��
PERPENDICULAR
TO THE GROUND
L Upon NkOM g full x wM porn 9 �• reeve �-
ment tie and aenstruel asdes�pa coal, datd N booty.
OF CLEARANCE MUST
-
b'
Iotd awe in swds, and seed/muldh ell other disturbed asses.
we. w
\-`
`
BE FROM CENTER OF STEP
TC OUTSIDE OF BOX
_- \
h
�`
%"
WITHOUT ENGINEER'S
APPROVAL
:�
SEE R
sod
J. 5,04 fats, and mubh ed dNturbad aha, w111 15 data
'- a'o ...
BEDDING _:
DETAIL 831 Ot T\,
,Q
i
�q Ii'
et m of the work.
k porna"�int for d ATetabid ones wKhYl 13
$ $ ti
T
\
y'
\
/
'�j,.
'P
vmI
groundoeNor
working dale a nn man than 21 mloWo cgs fdiouM
n a o
o
'�.
.-
6 / '�
'Of PRECAST BOXES,
JOINTS TO BE SEALED
•�
.
\
//
APRON
%("
(�/;ii., `'
\
Cy
aarnpleNm d my phase of grodhnq,
3• i
ti
m ¢ FOR PRECAST BO%ES
..%�%
SEE NOTES
WT4 BUM RUBBER
JOINT SEALANT
^,
%%
NON -WOVEN
GEOTEXTLE FABRIC
h ///
v '
\
\� .n
�„� 1 , JI'
b,ted ^,ssdYhq,Y ^��1va1 oraei0n ad �^~� °a°pep�a�Map00�t�
bolas ad aenpwm ¢00 aaoormg to the
w JOINTS TO BE SEALED
/ Y
\
/
��;i
�I
.
\'
Len, ad fertilizer n„ds dwuM 0, dstormMd q' wl t,sL Cohtoat
14
i cz-i WITH RUM RUBBER%',
3'
•,,
r
✓
; ,
NCDA M additional InWmwfbn r,9o'� teetlhg• Nhwh ,d Net an
C
w JOINT SEALANT
%
IXTENDED BASE
'
-
/(/
Iy
/
,-E
;N
available. flow raise suggested an eh ,1Mdud eP.a='hm onset %
/
S
N
y
`'
""�
min chase. Apply Ilme, and fwtMw and work Into 4 klonao et
Oporvts YY1haryy
--'
•
Bv'
`
i
7.5 z d,JO BUT NOT
4,1`i -
sal by dWdng or aena sdtoW insane. an " o,ntaur.
hl'Aassedsr. Ponhs and isrtlRer to a rough, lease slwloce.
LESS THAN 5" MINIMUM
Yahern asap aapppplle
Coneekto assdbed praparallan by bredehg ep lop, dodo and rddhg kite
FILL OPENING WITH GROUT SE DETAIL 639.01
PER DETAIL 539.01 _ SPp,, FOR PIPE CONNECTION -
NOTES; '"tG(IN Alp FORMED INVERT
FORMED INVERT i CONSTRUCTION ,a
1. Use either concrete building • brick - DETAIL 639.01 POURED 3000 P.S.I.
ASTM C55, grode N, type 1 or clay brick - ASTM C32, grade MS. BAASSEDETE EXTENDED PRECAST CONCRETE CONCRETE BRICK 3•
2. Mortar to be type M. NOTES:
BOX s owN Box sxowN
3. Concrete pipe to be class III.
4. Reinforcing shown is adequate for a maximum clear span of 4' based on 200 '. Use either concrete building brick - ASTM C55, grade N, type 1
PSF live load plus weight of top (Non traffic). NCPE to design for loads & spans or clay brick - ASTM C32, grade MS.
that are greater. t. Mortar to be type M.
5. Precast boxes to conform to latest ASTM C-913. S. Concrete pipe to be class III
6. All boxes over 3'-6" In depth shall be provided with steps (12" D.C.). t Precast boxes to conform to latest ASTM C-913
7. Provide 2' diameter opening and additional edge & diagonal reinforcing in S. Precast boxes concrete strength to be a minimum 4.000 PSI of 28 days
concrete top at Manhole frame access. S. See detail 634.02 for miscellaneous notes.
�g Yt[.GeN roy..sadrmks..ise CITY of JACKSONVEU..E `"J"^-�= "'"'4a"i0l
r>almome sae,.ie. CITY Of JACKSONVIL.LE
C' i *Kart AN.0 feet sew ne e,aeoeseu er seese anealc4+ew ae.T J.*erAANr-2L141 m win wa evmamea erA1eAaD asLwswfoe my
TYPICAL JUNCTION BOX NW71,`aai 26114.0e TYPICAL CATCH BASIN AND Nauss
`��,. w..••' DETAIL ' ea,;; ��, CURB INLET WITH HOOD "m
RETAINING WALL PROFILE
NO SCALE
R/W
d
a rnlsell unMonn evhow 9readeaet ,sad onto tr.aly boaenM seedpM
SMt has not bem so" by of . Sort mhdun shed be dWLuted
Lvffmrdyand ao'm with a dwn md straw Welch. Al add shall be crimped or nped
oglhd tocked to hop hold in plan• Material and application rates are as tdever
MI&Ilal dwilo2la.ddl
Lima 1000
�%ac.
Fertilizer (10-10-10) Soo
2 tans/sea
pMulch
common BeraKu
Sept. 1 -April 1) 100 Poe./sea
NOTES:
' sdPt 1) 50 Ibs.%aa.
FFa
1. Initial course
of rip rap to be laid in excavated bed at side slopes. Rip -rap is
Rls green (Sept. 1 - April 1 ale) 50 bs•/ae.
an AS MMt (April I - Sept I only) 50 le.•/ac.
not to be laid
on top of grade of side slopes.
1i,t,F
DrfaemadlwMeamloa CITY of JACKSONYMIZ "¢"'"w''�'°°�'°'°°"
PA De as
, ,
es./I.
J,deesaANL'fO11 ow suresAvooemvuA ffI e®wwrhae oar
Grain ,oS0
'
END OF PIPE
NalPthb
aRye
636..
M3 o
Apo ,a -Sept i
April 1 Mlbt 40 Poo./ao.
�`AMe
pL �.r.s �w7rr�
TREATMENTS
REA11I'1CN S
sevma,�n
ssrR
Sept 1� Dec. 1S 100 IOU./see.
o,er'"A
4. Cantraeter he reepmMla for maintaining all sedan antral
mseexw and far amending moawuw as regWod to prevent
accelerated erodm from toed" Place an this alto
a Once ON rice have been stdased, conbaete IAA to remove
temporarymeasures.measures.ram a mulch to
thorasks
conntp
a For additional nquWemmte. sse ON allies sal nodan
and sedimentation permit.
CONSTRUCTION
ENTRAN
PROFlLECE
12' MI
GEO-FABRIC (SEE NOTE)
c PLAN VIEW
in
e O
1. sL�eereaMhlalthhetra
II a ThW.lece ~Sett ma affti m sk (tmet 6) edowieo w.h.
4. W4th - Not less awn all .MU of ON points of
b,WM er qwa Warren of Ir.
a a1Wl'M - am noommoM sI I did be WmM to
mamma sediment prior to ohm ale plan dollA h
say.Amex a "Ides., 1wm OVA" ee ~ WKIN da0ll� m
ep„vM sediment bap or eadment boon. M oMYmnt
Mel N PWAMW Bann ehteaq dam drele, ditdV
a wrweese Ntlrapl was of wnsesao, pawl, boarde
er ether a,psrM wAw4 .
L Mdmtewlse - The entrance and be medRedhN a s
sewamt ems plllb rwhMh will �ghb-bo"f-liar This ar a""mwyho dmeei�
plrbdo top err... wIM odwNes Bans as •amdllar
demand and repot art er alomaut of my nNweeree nM M
trap saanmL M 2pas4 *"Po& walned or
lroe. mte pab aplte-or-wsy mat be MAWAd
ennsdalely.
STABILIZED CONSTRUCTION ENTRANCE (D-5)
NOT TO SCALE
aSaw t4
DOUBLE CONCRETE BLOCK
FILTER AROUND CATCH BASIN (D-6)
NTS
NOT RFLEASEp ROR C NMRUCTION
WATER AND SEWER DESIGNED BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
......./,NONE. (910) 325-OWS - FAX: [phone]
j'>MI
• tNk�Q''0't:� GENERAL DETAILS
7(••NEt^(�•'4� PREPARED FOR
THE'VILLAGES AT LONGBOURNE
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PPARJOHN L. PIERCERE&EASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JULY 25, 2008
SCALE: AS SHOWN F.B. 746, PG. 4
JOB # 2810030 FILE NAME: VILLAGES AT LONGBOURNE
REV 8-7-08 7
SHEET 5 OF A

4 ------_W___,-' 1" STORAGE
�' PE
I /
)OYR STORAGE . SH
(ELEV 32.36) 1 l 1
1 1 > I n
100YR STORAGE N + a �v
(ELEV 32.49) I 1 1
MAIN BAY BOTTOM. , / w 1
I
(ELEV 24.00)
L- 1 1 p 24
/W / C.11 1
11 In1
(NFL pip
STRUCTURE / T PUPf
_---_-_--------- '
'rn NORMAL -POND (ELEV 30.00) 3_ /
- JL ANTI -SEEP
wil 3
3 COLLAR—
ddqaim
_ _ _` - - r i ai CL 'S //
STONE _ _ / EMERGENCY SPILLWAY
- (ELEV 32.49)
- _'_- _►.ram _ -- _ __ _ -
\ - --- ---- - - -
___-------_ -- --_ 30 �7�t.�
WETLANDS
(DO NOT DISTURB)
Treatment Pond - Plan
Scale: 1" = 30'
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 LINE 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 LINE 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.
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 UNWORN
GRADE PRIOR TO SEEDING. APPLY LINE AND FERTILIZER AND WORK ONTO
SEED BED, DISTRIBUTE SEED UQFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TARS(
WHERE SLOPES EXCEED 4%.
MATERIAL APPLICATION RATE
LINE 2 TONS/ACRE
20X SUPERPHOSPHATE 600 POUNDS/ACRE
FERTILIZERCIO-10-10) - 1000 POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA GULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (INHULLEO) 20 POUNDS/ACRE
RYE (GRAIN) 25 POUNDS/ACRE
SEPTEMBER - NOVENDER
FESCUE, KY-31 50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NOTES OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOVEVER, WEEPING LOVE GRASS SHALL NOT BE USER
WETLANDS
NOT DISTURB)
Outlet Structure
(See Detail)
V
CONSTANT POND SURFACE AREA 10,224 S.F. a EL= 30.00
V DESIGN SURFACE AREA = 12,081 S.F. a EL= 31.31
APPROX. TOTAL POND VOLUME = 31,973 CF
ACTUAL FOREBAY VOLUME = 6,468 CIF (20.2% OF TOTAL VOLUME)
PLANTING SCHEDULE
all PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED
FILTER.
SPREAD 4' TOPSOD_ OVER AREAS TO BE
PLANTED AND ESTABLISH UNIFORM GRADE
PRIOt TO PLANTING. PLANT ANY TWO (2) OF THE FOU.OWONG SPECIES WITHIN
THE LIMITS OF THE DESIGNATED VEGETATED SHELF Al A DENSITY NOT LESS THAN
ONE PLANTING PER SQUARE YARD,
a'IFMTIFIC MAW
PNtandra vlroMMa
COMMON
Arrow
Sagytorlu latifoUn
Arrowheos/Duck Potato
Andropogon vlrgirscus
Broonsedyw
Andropogen gloneratus
Bushy Bwrdpross
Cerotoph�yltu+ DVQersun
CoontaB
Selrpus pu gens
Coniwn Tw-we Square
Lenny spp.
Duckweed
Saururus carmuus
Lizard Toy
HlMscus Aoscheutos
Marsh lsbbcus
Pontederla cordate
Plckwrelwead
Potan*geton PectYwtus
Pend Vest
Leer" oryzokles
Met Cutgass
Car -ex spp.
Sedges
Sclrpus volldus
Soft Stem Mrush
Poiygon + spp.
Snartweed
Juncus effesus
Soft Rush
r luteum
Spatterdock
Sweet
Accra+ atamusun
Aeorus wlanus
Fars
Sweet Flay
Qodea caiodensls
Vottrwed
VOAbW*rfi anerlcano
Wild Celery
Zlzonlo aquatic*
Wild Rke
No 5 Bar 'U' Strap
(Coat w/ Bitumastic)
-1 Elev. 'E' 1100 yr storm) 3Z
10,4 Elev. 'D' (10 yr storm,) v
3' Veg. Shelf
Elev. 'C' (1'Deslan Elev.) _3Z_
t Pipe
InleElev. 'B' --,
Vegetated Shelf Plantings
Draw Down Orifice
6 (See Detail) ,r
12' No.
57 Stone
Main Pond
Treatment Pond - Section
Scale: None (Vertically Exaggerated)
0
Embankment shalt 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)
Emergency Spillway (100 yr, Flood E(ev.)
Outlet Pipe (Size and
Material Per Drainage Plan)
Anti -Seep Collar
Antl-Float Block (See Detail)
(60 CIF Concrete)
ELEVATIONS
SCHEDULE
LOGATin
•Al'
DESCRIPTION
MAIN POND BOTTOM
ELEVATION
24.00
'A2'
FOREBAY BOTTOM
24.00
'B'
PERMANENT POND
30.00
'C'
TEMP. STORAGE
31.31
'D,
10 YEAR FLOOD
32,36
'E'
100 YEAR FLOOD
32.49
CONC
FILL'
Pond Dimensions & Layout
Scale: 1" = 30'
TRASH RACK
/(SEE DETAIL)
6.4" DIA. CORREGATED
ALUM, RISER
OUTLET PIPE INV.
ELEV 'B'
BOTTOM
j ELEV 'B' - 2.00
Riser
54' MINIMUM �,
Anti -Seep Collar
TETHICK
4-3' ALUM
ANGLES
ALUMINUM TRASH RACK
RISER
(SEE DET
6' DIA, CORR.
ALUM. PIPE
DRILL 1C HOLE /`\\
IN END CAP - TACK
WELD HARDWARE CLOTH_
SCREEN OVER ❑RIFICE
/ 18
6" DIA.
END CAP
Trash Rack
RISER
(SEE DETAIL)
(UTLET
NVERT
Draw Down Orifice
Outlet Structure Details
No Scale
Outlet Protection
(See Erosion/Sed. Plan)
NOT RELEASED FOR C NSTRUC7
STORMWATER POND DESIGN BY:
m
S[,1L
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
STORMWATER POND #2 DETAILS
FOR
LONGBOURNE APARTMENTS
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: AUGUST 15, 2005
SCALE: AS SHOWN F.B.
JOB # FILE NAME:
SHEET? OF l9
0
MAN 112009

W
X
CL
cu
0
cu
o�
m
3
Qi
Ln
d
m
3
Qi
u
L
Qj
pq
d
d
d
d'
0
0
cu
Ln
u
Q,
0
L
a-
75
c
d
J
U
REVISIONS
EXISTING
PROPOSED
FUTURE
3,724 sf 3,724 sf N
3,77.4 sf Ni
'
BUILDING
y�
29,792 sf
3,724 sf 3,724 sf 3,724 sf
Q
STREETS
aw
'=
0
M0
N
C
C N M
W
CDU�
18,285 sf
12, 343 sf
_
ra
� E �X
Wa
O N mU.
U y = 2
LU
N
c Z > so
w Y 3 0
O
C
U>o
:9 Q
WIn
C K
W O
PARKING
C n v
a
1,3)800 sf
% 58 sf x 32 =1
56
00
SIDEWALKS
1,963 Do°
6y : �xl?
�• 4 ,.•
a 00000
3,819 sf
W
Q
J
Z d
OTHER
N a
ffi Q � c Q
b
a �0
cn
Lia Z ow Q
U f-j.
Q F—� a LA-
30 a U
w
a
s V
W Z
0-=
RESERVE
TOTAL
TOTAL EXISTN G = 18,285 sf
TOTAL PROPOSED = 59,754 sf
TOTAL FUTURE _ ���� `
SCALE: NONE
DATE: 7/20/04
PROJECT: 04-0045
"—
DRAWN BY: JC/DKN
SUPPLEMENT 1 OF 1

1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE
TIME OF CONSTRUCTION.
2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN
WATER AND SEWER LINES.
3. WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR.
4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL
MEET WITH THE CITY OF JACKSONVILLE'S SPECIFICATIONS.
5, CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND
USE FILL AS REQUIRED.
6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WALL BE DONE
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL
7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND
DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL
MATERIALS
8. ALL STORMWATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS.
9. SITE ACCESS: ACCESS SHALL BE LIMITED AS SHOWN ON THIS PLAN AND
SHALL HAVE A CONSTRUCTION ENTRANCES AS SHOWN ON THIS PLAN.
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER STANDARDS
AND SPECIFICATIONS AS SHOWN IN DETAILS
54. Existing ditches are not to be disturbed but if they are they are
to be re -graded to have 3:1 or flatter side slopes and positive
grade in the flow line.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL.
��MCR/D NAD 27 (YB96 P022I)
a
2. INSTALL THE CONSTRUCTION ENTRANCE AND ALL SILT FENCES BEFORE BEGINNING GENERAL CLEARING. / O�
3. CONSTRUCT ALL SITE IMPROVEMENTS AND MAINTAIN ALL STRUCTURES DURING CONSTRUCTION.
4. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE.
5. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN STABILIZED. THE VILLAGE IN COUNTRY CLUB
HILLS, SECT �24 N 8.35 P.224
� SLIDE J-731
E dih9 / �RESIDENTIAL USE / '\ / V EIP EIP \ �\
'\ I Buildi F i' � •1\d1P9 \ /�
11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. LEGEND: �� g / I i \ 6 _ \ 0 /\ / &("Z';
12. MAXIMUM BUILDING HEIGHT IS LESS THAN 56' AS PER CODE FOR ZONE TCA. - n J , %jo ; / EIS v� \ EXISTING / �9
13. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE M.B. = MAP BOOK 14 ; Building I I \ - / / DITCH
D.B. = DEED BOOK Building m9 /
MET. PG. -PAGE �/ I 130A TI1E VILLAGE N COUNTRY CLUB
14. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO EIS = EXISTING IRON STAKE THE MILLS IN III-C CLUB ; 1J ; J 1 HILLS.
�224 / / \ WESTMINSTER OFFICE PARK J
ACCOMMODATE PROPOSED CONSTRUCTION. III - III IRON T K Me35P224 L SLIDE d-731/
11
15, CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. - E SAE SLIDE J-731 / RECOHBNATION Oi Lon t2 a 13 - �J S ` r/jg' N M9�2C7TIll
EIP = EXISTING IRON PIPE
16. DEVELOPER TO INSTALL STOP SIGN AS SHOWN. AND ADJOINING PROPERTY : 3Ai -- ��- 65 /�(7• / �\ SLIDE E-399
ECM = EXISTING CONCRETE MONUMENT / - 1
17. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER R-7 THE VILLAGE IN COUNTRY CLUB NN a ZONED R-7
SPK = SET P.K. NAIL HILLS sEcr SS - F w•
OR 12-8 SIGNS. RECOMBINATION OF LOTS 12 A 13
BM M.B.36 PASS / hg / 1.1
18. NO NATURAL GAS AVAILABLE. ( ) =BENCHMARK (NGVD 29) �, SLIDE J-212 AND ADJOINING PROPERTY RECOL�INATION ai LOTS 12 A 13 THE VILLAGE IN CT Ill CLUB NOSE �\ u,•
19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS R/W = RIGHT OF WAY D / + THE NWGE IN COUNTRY CLUB I AND LAOEADJONNG PROPERTY HILLS, SECT M-C
_� J HILLS, SECT III-C THE VNUGE N COUNTRY CLUB M.8.35 P.224 \ \S
SHOWN) M.B.L. =MINIMUM BUILDING LINE p�j. M.B.36 P.165 HRLS SECT Ill SLIDE J-73/ / / \� \ .•tp5
SLIDE J-912 I M.S.36 P.faS Ex. M.N. /1a E\r7 '�{\�•P`•
20. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.A. C/L = CENTERLINE OFFUNE EX. M.H. sJDE J_91Y { TOP 29.1M 0,61
SL = SECURITY LIGHT ` s 09 I TOP 30.99 I C INV. 25.05
3700340-4387 J DATED NOV 3, 2005. 39'oz- c INv. zs.s9
21. ALL CLEANOUTS TO BE IN VALVE BOXES IN PAVED AREAS. PP = POWER POLE _� "20' NA11UR 1L Iv 21a7e• MH1 \ rn 01J' OFFUNE
PPLP =POWER POLE o.au. e27j
22. ALL EXTERIOR LIGHTING WILL BE LOCATED AND POSITIONED SO NOT TO-E---E- = POWER LINE /LIGHT POLE 10 MDL el I zs' oauE
ADVERSELY AFFECT ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC. EIS 1
23. EXISTING DROP INLETS AFFECTED BY CONSTRUCTION TO BE PROTECTED PER CO = CLEANOUT _1� EIS 329t 00_19'35_W 201.4IO 0O F1UNE y EIP
DETAIL. WV = WATER VALVE 1�008, 3B ff _ a�
24. PROPOSED ROOF TO BE PIPED INTO PROPOSED DRAINAGE NETWORK. WId = WATER METER EIP 148.50 �� W NATURAL DIFFER 32.51'
25. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF THE FH = FIRE HYDRANT to' MBL A .E
COMPLETION OF ANY PHASE OF GRADING. S.T. = 10'X70' SITE TRIANGLE
26. THERE ARE NO STRUCTURES WITHIN 50 FT. OF THIS PROPERTY EXCEPT AS SSMH = SANITARY SEWER MANHOLE
SHOWN. TB = TELEPHONE BOX
27. CERTAIN SECTION OF CURB AND GUTTER WILL BE SPILL TYPE. EDP = EDGE OF PAVEMENT -
28. A WET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR WILL BE
REQUIRED FOR ALL SERVICE INSTALLATION. C'] = TRAFFIC FLOW EXISTING �6
29. ALL SIDEWALKS FRONTING THIS PROPERTY SHALL BE FREE OF CRACKS,
BREAKS, AND OTHER DEFECTS PRIOR TO THE ISSUANCE OF A C.O. 40 = TRAFFIC FLOW PROPOSED
30. ALL EASEMENTS ARE PUBLIC UNLESS OTHERWISE NOTED.
31. NO AREAS OF ENVIRONMENTAL CONCERN (WETLANDS, ETC.) EXCEPT AS FO = FIBER OPTIC CABLES
SHOWN. FES = FLARED END SECTION r
32. THERE ARE NO N.C. GRID MONUMENTS WITHIN 2000' OF SITE. PROPOSED STEEL SECURITY LIGHT I ��
33. RAMPS AT ALL SIDEWALK INTERSECTIONS =
WITH
NS AND TH ROADS OR DRIVES TO BE
ADA APPROVED. • = YAUPON HOLLY --141tl
34. Use R1-1 30 High Intensity Prismatic Stop signs, Mounting height is 7' to
the bottom of the sign. U-Chonnel posts should be used. .1Ye
35. ALL HOPE PIPE TO BE SMOOTH CORE (DOUBLE WALL LOAD BEARING) AND TO �1 =RED CHOKEBERRY
BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 222���
36. All Traffic Control Devices, (signs, pavement markings) will meet the Federal (■},T = RIVER BIRCH-
MUTCD, NC Supplement to the MUTCD and City of Jacksonville MSSO standards.-
37. ALL ELEVATIONS ARE BASED ON DATA N.G.V.D. DATED 1929, -t- -
38. All crosswalks shall meet the MUTCD, NCDOT Standard Highway Drawings, SF = SILT FENCE
(Sheet 1205.07 for a High Visibility crosswalk. All Pavement markings on City GW = GUY WIRE _
Streets will be Thermo -Plastic EB = ELECTRIC BOX I -
39. ALL SLOPES SHALL BE 3:1 OR FLATTER. +00.00 = EXISTING GRADE
40. AREAS NOTED FOR TRAILS AND GREENWAYS Al REQUIRED SIDEWALKS I I- _ - -4-
SHALL BE UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FOOT ABOVE ✓� = PROPOSED GRADE
GRADE (OVERHEAD CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC - - -1 p
TRANSFORMERS, DROP INLETS, FENCES, OR ANY OTHER OBSTRUCTIONS SHALL BE TP = TOP OF PAVEMENT _J
REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND MAINTAIN THIS TW = TOP OF WALK g'
CLEARANCE. TC = TOP OF CURB
41. ALL CONSTRUCTION MUST BE COMPLETED IN ACCORDANCE WITH THE CITY OF JACKSONVILLE'S MANUAL OF SPECIFICATIONS, STANDARDS, AND DESIGN. A COPY 80 =CONCRETE BOLLARD CRC
OF THIS MANUAL IS AVAILABLE IN THE PUBLIC SERVICES DEPARTMENT AT O = STOP SIGN (NOTE #34) I / �ISTOP SKN
JACKSONVILLE CITY HALL. ` I �' 116'03
42. THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION DSL = DRAINAGE BREAKLINE J I Q
IN THE MONTHLY STORMWATER FEE THAT WILL BE ASSOCIATED WITH
DEVELOPMENT. TO QUALIFY FOR THE FEE CREDIT, THE OWNER WILL NEED TO L�' - HANDICAP PARKING SPACE = o I -'� EmSTNG
PROVIDE TO THE CITY ENGINEERING DIVISION UPON COMPLETION OF PROJECT A F- 3o II AgpHA1T�
IR C11 N o PP ROAD
�a EIP
Zc
'%4 N
7 \�O
WETLANDS
40 i
WESTMINSTER OFFICE PART(
SECT II
M.B.27 P.131
SLIDE E-399
ZONED R-7
CD I I v
L I� m
NE
01%
NC ST. 24
VICINITY MAP
NOT TO SCALE
N \ O!
Ln
\ /
I
00 EIS EIS
W00
AE PSIS U1
40
--
_ r / EIP EIP
e' sit LAWN13�,s7- __- _� - _� 3fi�1'53=E'50•b`b� -_ '/ 3 /
J---�� �• '�- _� My cROSSMAI.KS. ACCESSI�E '-'• WALK - y -'"iLD
�_ •� AND gfNAOE To BE SIGN PE TRIAN ,,r(�06
nCRM
i� -S�=-WALK.- =_-���NBTADM CITY STANDAMS CWROSS CROSSING SIGN
1l� IP
S O6"34'55 E 247.70' - PEDESTRIAN
WALK �y=d SKN f /
CROSSING SIGN SIGN o •= -"�C'1� `
- p -VE _ R W (PUBLIC) _ _ _ _ _ _ -
-h`- - �-CARRIAGE SC -_ 2566D m_ i
= � 4
COMPLETED CREDIT APPLICATION ACCOMPANIED BY A COPY OF THE =DRAINAGE FLOW D E 0 L z y c, I I - �i �_ _;� -•-- �• gpSWALK � _ - ;�_ T _ s_ owl
STATE -ISSUED STORMWATER PERMIT AS WELL AS, A COPY OF THE SITE PLAN. W �_ �W-•i7g?,j - - _ - _ _ - - - - fi AREA i
43. ALL TREES WILL BE 8 FT. IN HEIGHT W/2 IN. CALIPER AT TIME OF PLANTING. =HANDICAP RAMP S a r` .I � --N 4' T LA*"
44. DEVELOPER MAY SUBSTITUTE LANDSCAPING SPECIES AS LONG AS CITY OF _ _ Q o �-- a s ia' Msi a i uaf c RESTNINSTER OFFICE PARK
GRADING LIMITS in °'= - SECTI
JACKSONVILLE LANDSCAPING ORDINANCE AND REQUIREMENTS ARE MET. - v �✓-- - STOP eAR M.B.27 Ill m
X RI R WALLS OF THE PROPOSED STRUCTURES MAY BE REWIRED C� a \ III _ - - - r 10 MBL 4' NO
U
N m
Qa
ul
Ex. M.H.
TOP 37.67
F 11 29.04
U
(~/1 m
Q_
p v
=W 3
w
m O
u)
45. SOME E TE 0 - - - m SLIDE E-399
TO HAVE FIRE RATED ASSEMBUES. CB = CATCH BASIN Q / -COMMON ALK ZONED Ill I 30' NATURAL BUFFER TO REMAIN - ANY
46. ALL BLDGS 2T IN HEIGHT. AREA 21.4' ^` FIG ZRESIDENTIAL USE AREA DISTURBED WITHIN THE 30' LIMITS SHALL
DI =DROP INLET II I ' 111 j { g BE REPLANTED IN ACCORDANCE WITH THE
47.EACH UNIT WILL HAVE ONE PARKING SPACE IN GARAGE AND ONE ON -
DRIVEWAY WITH MIN. 9.5' X 19' DIMENSIONS.
48. DOWNSTREAM DRAINAGE FACILITIES (EXISTING STORM PIPING WITHIN CARRIAGE JIB JUNCTION BOX
= a g
DRIVE AND EXISTING STORMWATER POND) ARE CAPABLE OF HANDLING PROJECTED `� = DOUBLE CONCRETE BLOCK FILTER
STORMWATER FLOWS ASSOCIATED WITH THIS PROJECT.
49. NO CONSTRUCTION OF EITHER WATER OR SEWER LINES IS TO BEGIN PRIOR TO SITE DATA BLOCK OF FEATURES �' I = PEDESTRIAN
RECEIPT OF PERMITS TO CONTRUCT FROM NCDENR IN ACCORDANCE WITH 15A 1 CRo55Nc SON
NCAC 18C.0305(a) AND NCAC 02H.0204. Existing use (s): Vacant
50. PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL SCHEDULE A Proposed usel Residential Multi-Fomily (TOWNHOMES) \\ \
PRECONSTRUCT10N CONFERENCE WITH THE CITY OF JACKSONVILLE AT CITY HALL. Ownership status: (Townhomes for Sole) I - \\ 0\ \ �\
51. ALL BLDGS TO BE SPRINKLED PER N.C. BLDG. CODE. Total S.F. of proposed buildings: 49,309.6 I - O• J
52. SPEED LIMIT SIGNS TO BE 24"X30" R2-1 (ALL SIGNS WILL HAVE A HIGH Square footage of existing building (s):-0-
INTENSITY PRISMATIC BACKGROUND WITH BLACK LEGENDS AND BORDERS. Building Height: < 50' - -
53.Place Advance pedestrian crossing signs 100' minimum in advance of the Acreage in active recreation: -0- \
crosswalks on Carriage and Alden. Use a 30 W11-2 and a 24 x 12' W16-9P Conditional use permit sought: N/A - Q - \\ p \
on each sign post. Place pedestrian crossing sign at the crosswalk, using the Number of lots: 32 w/common area ^T. \ G ' r
30 W11-2 and a 24' x 12" W16-7P. (These signs and placards must be High Type of unit: 2-Story Multi -Family Residential (TOWNHOMES)
Intensity Fluorescent Yellow -Green. Current site zoning: TCA
***ALL EXISTING STRUCTURES AND UTILITIES LOCATED WITHIN Proposed site zoning: TCA -
Total acreage: 2.68
zoning:
PROPERTY BOUNDARY TO BE REMOVED AND/ OR RELOCATED BY CONTRACTOR. Acreage disturbed and exposed:2.16 acres -
•"•CONTRACTOR TO VERIFY ALL WORK WITH OWNER OR OWNER'S REPRESENTATIVE minimum lot size: N/A I r- STOP BAR
PRIOR TO CONSTRUCTION. overage lot size: N/A - - - - 4' BEHIND
number of residential bldgs: 8 CROSSIN c I
1 2c Ca' 20.�8� 2q-CP' 21+ m number of units (dwelling, comercial):32
-- number of units per bidg: 4
z<ne p, j FLOOR PLAN DETAIL Density. units/ acre book
W000 STRUCTURE W/SIDING mop book and page number.52-21J sl L-1785
ON CONCRETE SLAB. deed book and pogo number:3022-933 _
_ ax mop and parcel number:351/8.27
FIRST FLOOR SF = 3271.7
SECOND FLOOR SF = 2892.0 PARKING REQUIREMENTS:
TOTAL SF = 6163.7 ® s
Two spaces/unit (32 • 2)= 64
20% reduction: 0
Z �, + NOTE: ALL BLDGS 27' IN HEIGHT Total required spaces: 64
H/C spaces required: 0 - Y, Y 1f r
_ - Standard spaces required: 64
H/C parking spaces proposed:
(driveways are H/C accessible) 1ot.e1'
----- _ -- Compact spaces proposed: 0 tm.9z'
TYP BLDG LAYOUT UNIT SPECS Standard parking spaces proposed: 68 as
(where garage space for each unit = one space) li I
LINE TABLE L11 N 'w 1E.99 Total parking spaces proposed: 68 oFEURE
LINE I BEARING LENGTH U2 N 10.45 Parking spaces existing: -0- _
_1 S86 5'15"W 6.29 L13 1,17 4.60
L2 S2629'57"E 20.00 L14 N 4' 7•W 5.13 '�16 i 17 i
CALCULATION OF REQUIRED LANDSCAPING AREA: ,
L3 S16'l P mia L15 N 5.94 -
L4 SO113148'46"w 34.9a L16 50217'42-E 11.65 Vehicular surface area existing: -0- S.F. WESTMINSTER OFFICE PARK I WESTMINSTER OFFICE PARK
L5 N73 6'59' 10.49 L17 Total vehicular surface area proposed: 25302 S.F.
7'41"w 8.20 M.B.22 PASS SLIDE c-53
L6 N80.56'09"w 9.44 L18 N '1 12.4a ea ,SLIDE su
L7 N05.50' 7"w 10.84 Lis N • 12.00 Impervious Surface Area (w/o buildings): 29,947 S.F. ZONED 0&11 ZONED 0OM &1
L6 N6712'10"w 4.62 L20 1,165'315'111 43.65 Impervious Surface Area (w/ buildings): 57,171 S.F.
L9 Ni l L21 N 26.09 Required landscaping: 3036 S.F.
LID N0077'OS" 35.36 L22 1 ' 7"w 9.98 Required interior landscaping: 1518 S.F.
CURVE TABLE I P 'd d' t . I d 2622 S F
II
Tovl a In error an scalping. I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
Provided exterior landscaping: 2677 S.F DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
Total Provided landscaping: S.F.
Total development impact area: ea: 94,090 S.F. MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
Impervious Surface Ratio: 0.608 HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE ``��1�711tt11f7111rr'rhr,;r
$ of trees required: 5 CLEARLY INDICATED; THAT THE RATIO OF PRECISION `��.�
AS CALCULATED IS 1:10,000+; WITNESS MY .�
N of trees provided: 5 : "''
SSIO
ORIGINAL SIGNATURE, UCEN RE NUMBER AND SEALS Q;' fG 9
# of shrubs required: 24 _�
# of shrubs provided: 24 THIS Z DAY OF __ , 20J . 0 -0POWER
WATER ANDPSEWERJOEMC
: CITY OF JACKSONVILLE-�- - -- - ' 111. o`f1J
JOHN L PIER S. L-2596 s y()
MEB. 52 PG�210 SLIDE L-1785 ''oyM L Q�4��,
34' PRIVATE ACCESS FSM!
B I A
NATURAL BUFFER
135.5'.'
N 02'27'26' W 742.81'(TOTAL) Tl If
I0.0FFUNE 25' DaUE
WESTMINSTER OFFICE PARI
M.B.22 PASS I _
SLIDE C-53 -
ZONED Dal Building
c,0
6\P
0 \ C
0
156
OPAQUE
19. COMMON /
F
AREA •<y„_
/ EIP
c/L ITCH
4 Ay
` I TYPE "A" BUFFER REQUIREMENTS AS FOLLOWS:
A9yAOf
TYPE "A" BUFFER
ORMinimum Planting Per 100 If:
/ Large Trees - 4
(Min. 8' high & 1" caliper *planting.
J_ typical height at maturity. 25'+)
WESTMINSTER OFFICE PARK
SECT I
M.B.27 Ill
SIDE E-399
ZONED R-7
RESIDENTIAL USE
COMMON
AREA
WESIMINSfFF OFFICE PART(
•� SETr L
M.8.27 P,131
\ RESOEFML USE
^ 10' MBL a DRAINAGE ESMT.
EIP
_ ry
WESTMINSTER OFFICE PARK
M.S.22 PASS
SLOE
ZONEDC-53 0A1 �\
OWNER/DEVELOPER:
OUPLIN COUNTY INVESTMENTS GROUP, LLC
PO BOX 417 PINK HILL, NC 28572
252-568-4271
REVISIONS
6-23-11 PER CITY TRC
7-21-11 PER CITY TRC
Small Trees - 6
/ (Min. Ili high & 1"caliper O planting,
typical height at maturity. 10'-20')
/ Large Shrubs- 25
a (Min. 24"high planting, typical
_0 height at maturity. V- 6')
Im Screen shall consist of a screen
that Is opaque from ground level
to a height of at least 6 feet.
TYPICAL BUILDING NOTES:
1. ALL STRUCTURES ARE WOOD FRAME
WITH VINYL SIDING.
2. SEE BUILDING PLANS FOR EXACT
3. DIMENSIONS.
OLINES Z i1
WITHIN INDIVIDUAL / �) j(� 1 G�
BUILDINGS ARE PARALLEL. APPROVED
4. FRONT ANO REAR UNIT LINES FOR
INDIVIDUAL BUILDINGS ARE PARALLEL.
5. ALL AREAS OUTSIDE OF UNITS ARE NORTH CARC.INA ENVIRONMENTI
TO BE USED AS COMMON AREAS,
CROSS ACCESS EASEMENTS, OR OPEN MANAGEMENT COMMISSION
AREAS. DIVISION OF WATER QUALITY
6. NON-RESIDENT AREAS (COMMON
AREAS) WILL BE MAINTAINED BY
OWNERS ASSOCIATION AND/OR
DEVELOPMENT COVENANTS.
SITE & LANDSCAPING PLAN
OF
TRACT #3-LONGBOURNE
SHOWING
TUSCANY VILLAS
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JUNE 2, 2011
SCALE: 1 40' F.B. 746, PG. 4
JOB # 2810030 FILE NAME: TUSCANY VILLAS
GRAPHIC SCALE
40
( 1N FEET )
1 inch - 40 ft.
ISO
SHEET 1 OF 7

1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE
TIME OF CONSTRUCTION.
2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN
WATER AND SEWER LINES.
3. WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR.
4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL
MEET WITH THE CITY OF JACKSONVILLE'S SPECIFICATIONS.
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND
USE FILL AS REQUIRED.
6. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING `ALL BE DONE
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL
7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND
DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL
MATERIALS
8. ALL STORMWATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN
ACCORDANCE NTH N.C.D.N.R. STANDARDS AND SPECIFICATIONS.
9. SITE ACCESS: ACCESS SHALL BE LIMITED AS SHOWN ON THIS PLAN AND
SHALL HAVE A CONSTRUCTION ENTRANCES AS SHOWN ON THIS PLAN.
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER STANDARDS
AND SPECIFICATIONS AS SHOWN IN DETAILS.
11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
12. MAXIMUM BUILDING HEIGHT IS LESS THAN 56' AS PER CODE FOR ZONE TCA.
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.
15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
16. DEVELOPER TO INSTALL STOP SIGN AS SHOWN.
17. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER R-7
OR 12-8 SIGNS.
18. NO NATURAL GAS AVAILABLE.
19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS
SHOWN)
20. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.A.
3700340-4387 J DATED NOV 3, 2005.
21. ALL CLEANOUTS TO BE IN VALVE BOXES IN PAVED AREAS.
22. ALL EXTERIOR LIGHTING WILL BE LOCATED AND POSITIONED SO NOT TO
ADVERSELY AFFECT ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC.
23. EXISTING DROP INLETS AFFECTED BY CONSTRUCTION TO BE PROTECTED PER
DETAIL.
24. PROPOSED ROOF TO BE PIPED INTO PROPOSED DRAINAGE NETWORK.
25. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF THE
COMPLETION OF ANY PHASE OF GRADING.
26. THERE ARE NO STRUCTURES WITHIN 50 FT. OF THIS PROPERTY EXCEPT AS
SHOWN.
27. CERTAIN SECTION OF CURB AND GUTTER WILL BE SPILL TYPE.
28. A WET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR WILL BE
REQUIRED FOR ALL SERVICE INSTALLATION.
29. ALL SIDEWALKS FRONTING THIS PROPERTY SHALL BE FREE OF CRACKS,
BREAKS, AND OTHER DEFECTS PRIOR TO THE ISSUANCE OF A C.O.
30. ALL EASEMENTS ARE PUBLIC UNLESS OTHERWISE NOTED.
31. NO AREAS OF ENVIRONMENTAL CONCERN (WETLANDS, ETC.) EXCEPT AS
SHOWN.
32. THERE ARE NO N.C. GRID MONUMENTS WITHIN 2000' OF SITE.
33. RAMPS AT ALL SIDEWALK INTERSECTIONS AND WITH ROADS OR DRIVES TO BE
ADA APPROVED.
34. Use R1-1 30" High Intensity Prismatic Stop signs, Mounting height is 7' to
the bottom of the sign. U-Channel posts should be used.
35. ALL HOPE PIPE TO BE SMOOTH CORE (DOUBLE WALL LOAD BEARING) AND TO
BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
36. All Traffic Control Devices, (signs, pavement markings) will meet the Federal
MUTCD, NC Supplement to the MUTCO and City of Jacksonville MSSD standards.
37. ALL ELEVATIONS ARE BASED ON DATA N.G.V.D. DATED 1929.
38. All crosswalks shall meet the MUTCD, NCDOT Standard Highway Drawings,
(Sheet 1205.07 for a High Visibility crosswalk. All Pavement markings on City
Streets will be Thermo -Plastic
39. ALL SLOPES SHALL BE 3:1 OR FLATTER.
40. 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.
41. ALL CONSTRUCTION MUST BE COMPLETED IN ACCORDANCE WITH THE CITY OF
JACKSONVILLE'S MANUAL OF SPECIFICATIONS, STANDARDS, AND DESIGN. A COPY
OF THIS MANUAL IS AVAILABLE IN THE PUBLIC SERVICES DEPARTMENT AT `
JACKSONVILLE CITY HALL.
42. THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION
IN THE MONTHLY STORMWATER FEE THAT WALL BE ASSOCIATED WITH
DEVELOPMENT. TO QUALIFY FOR THE FEE CREDIT, THE OWNER WILL NEED TO
PROVIDE TO THE CITY ENGINEERING DIVISION UPON COMPLETION OF PROJECT A
COMPLETED CREDIT APPLICATION ACCOMPANIED BY A COPY OF THE
STATE -ISSUED STORMWATER PERMIT AS WELL AS, A COPY OF THE SITE PLAN.
43. ALL TREES WILL BE 8 FT. IN HEIGHT W/2 IN. CALIPER AT TIME OF PLANTING.
44. DEVELOPER MAY SUBSTITUTE LANDSCAPING SPECIES AS LONG AS CITY OF
JACKSONVILLE LANDSCAPING ORDINANCE AND REQUIREMENTS ARE MET.
45. SOME EXTERIOR WALLS OF THE PROPOSED STRUCTURES MAY BE REQUIRED
TO HAVE FIRE RATED ASSEMBLIES.
46. ALL BLDGS 27' IN HEIGHT.
47.EACH UNIT WILL HAVE ONE PARKING SPACE IN GARAGE AND ONE ON
DRIVEWAY WITH MIN. 9.5' X 19' DIMENSIONS.
48. DOWNSTREAM DRAINAGE FACILITIES (EXISTING STORM PIPING WITHIN CARRIAGE
DRIVE AND EXISTING STORMWATER POND) ARE CAPABLE OF HANDLING PROJECTED
STORMWATER FLOWS ASSOCIATED WITH THIS PROJECT.
49. NO CONSTRUCTION OF EITHER WATER OR SEWER LINES IS TO BEGIN PRIOR TO
RECEIPT OF PERMITS TO CONTRUCT FROM NCOENR IN ACCORDANCE WITH 15A
NCAC 18C.0305(a) AND NCAC 02H.0204.
50. PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL SCHEDULE A
PRECONSTRUCTION CONFERENCE WITH THE CITY OF JACKSONVILLE AT CITY HALL.
51. ALL BLDGS TO BE SPRINKLED PER N.C. BLDG. CODE.
52. SPEED LIMIT SIGNS TO BE 24"X30" R2-1 (ALL SIGNS WILL HAVE A HIGH
INTENSITY PRISMATIC BACKGROUND WITH BLACK LEGENDS AND BORDERS.
53.Place Advance pedestrian crossing signs 100' minimum in advance of the
crosswalks on Carriage and Alden. Use a 30' W11-2 and a 24"x 12" W16-9P
on each sign post. Place pedestrian crossing sign at the crosswalk, using the
30" W11-2 and a 24' x 12 W16-7P. (These signs and placards must be High
Intensity Fluorescent Yellow -Green.
***ALL EXISTING STRUCTURES AND UTILITIES LOCATED WITHIN
PROPERTY BOUNDARY TO BE REMOVED AND/ OR RELOCATED BY CONTRACTOR.
***CONTRACTOR TO VERIFY ALL WORK WITH OWNER OR OWNER'S REPRESENTATIVE
PRIOR TO CONSTRUCTION.
TYP BLDG LAYOUT & UNIT SPECS
54. Existing ditches are not to be disturbed but if they are they ore
to be re -graded to have 3:1 or flatter side slopes and positive
grade in the flow line.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL.
AC GRID NAD 27 (YB35 i0224) \
^a �
2. INSTALL THE CONSTRUCTION ENTRANCE AND ALL SILT FENCES BEFORE BEGINNING GENERAL CLEARING. 0� /
3. CONSTRUCT ALL SITE IMPROVEMENTS AND MAINTAIN ALL STRUCTURES DURING CONSTRUCTION.
4. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE.
5. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN STABILIZED. THE VILLAGE IN COUNTRY CLUB
HILLS, SECT III-C
cilaudill
AIDE J-731_ - ZONED RS-7g
RESIDENTIAL USE \ n EIP
LEGEND: �l ' Building / \ gJ\\am9 /\EI_\ /
i 3
M.B. = MAP BOOK 'u1 Building I I Building I \ Bu\idin9 HILLS.
Ip�
PG. = PAGE THE VILLAGE IN COUNTRY CLUB THE VILLAGE N COUNTRY CLUB .y/
EIS = EXISTING IRON STAKE HILLS. SECT III-C 13 ' J Msi� j .224
SIS = SET IRON STAKE M.B.35 P.224 / L /p
SLIDE J-731 RECOMBINATION OF LOTS 12 k 13 , 5a
EIP = EXISTING IRON PIPE a / AND ADJONNNG PROPERtt 3Ai -$y65 /1ti6�
ECM = EXISTING CONCRETE MONUMENT
SPK =SET P.K. NAIL `'� THE VILLAGE N CONTRY CLUB
NUS, SECT III-C I RECOMBINATION OF LOTS 12 h 13
(BM) = BENCHMARK (NGVD 29) AND ADJOINING I NC PROPERTY I RECOMBINATION OF LOTS R J: 13 THE VILLAGE IN COUNTRY CLUB - -
2S. 0 �-}- ^IO SLIDE J-912 THE VILLAGE IN COUNTRY CLUB AND ADJE I NG COUNTRY
CLUB
I HIM 8 9ECT 24
R =RIGHT OF WAY _ - I THE VILLAGE IN COUNTRY CLUB ISLIDE -731 ,5 32
/W �� p8 I HILLS, SECT II-C HILLS, SECT III-C SLIDE J-731 / \ / -
M.B.L. =MINIMUM BUILDING LINE M.B.36 P.165 /
.p,1 i SLIDE J-912 I SUDS -912P.165 V TOP 20.90 6 O. `3
CA = CENTERLINE ' ' _ - 11" -0F�HE S - _ - _ g65D I L �p J099 suDE J 9t2 I C Nv. 25.Gs CkT� 2
SL = SECURITY LIGHT _ OeSg O2.' PC INV 23.90-�-
PP =POWER POLE �' NA ZT076•- - - 5 MHI -
PPLP = POWER POLE / LIGHT POLE 3/.Sp to M R4. 9uFFpN-
-E-f- = POWER LINE _ D 9Z74• 25' DaaEEIS -
CO = CLEANOUT - - auE t k 31. - - - 22 - - 00-19'35_W 201.40' 1al, IE 1 J. IFI30.-
3? EIS TZr» _. _ 0.e1 EIP / 63' td -
010 PRF�STR+CTION r7RACTS 2 A . CaM.aNEDI
0-CIA
0-,0.35) (6.75) (5.29 AC)
O- 2.5 eh
DID POST CONSTR GT1ON ( ArTS P A� COMRNmI
0-CIA
0-(0.35) (7.17) (5.29 AC)
0-20.9 ch
WITH INCLUSION OF A STORMWATER POND WHICH TEND TO
ATTENUATE STORMWATER FLOWS, IT IS NOT ANTICIPATED THAT
THIS PROJECT MILL HAVE ANY SIGNIFICANT ADVERSE EFFECT
ON DOWNSTREAM PROPERTIES.
3S \ OITCHEXISTING
\ \DITCH _ \
\ p WESTMINSTER OFFICE PARK \ J
30.14\ SECT I
M.0.27 P.131
\ . W- 6 RUDE E-399
a1 ZONED R-7
WV = WATER VALVE �� 36 1 - - - - _ �w� �y
VAN = WATER METER - - - - - X 31.24 OOFDFUNE EIP 148.- ��W NAT�1 RAL BUFFERX 30.4 �2.5 _ - - _ - - X 33 T7 -- \ _ `
_ 5 - - - _
FH = FIRE HYDRANTdl
S.T. = 10'X70' SITE TRIANGLE - - - - - - - - - - - - - - - _ - - \
SSMH =SANITARY SEWER MANHOLE ^ 34..5a --------------- -- -- - ---- _ -- yc \ \\ \\
TB =TELEPHONE BOX \ 35 �� 6-------------- -_ 34 3 _ Nam\ \ C�
EDP =EDGE OF PAVEMENT��.\ -y �m------------------- - - - - -- $ \ \ \
36.14' , DRAINAGE PIPE CHART
a =TRAFFIC FLOW EXISTING i3a.12x J �- / ` ` m x 35.47
= TRAFFIC FLOW PROPOSED / / - _ - - - AREA 010 DIAMETER GRADE LENGTH VELOCITY - - - - X 35.88To 9\ \\ \\
- - - PIPE (acres}- - ���0.- (inches) (h) (if) (fps)
FO = FIBER OPTIC CABLES // ` X6.65 "A" 0. 88 2.29 15" - - -O:SY - - �Y - - - $\\
FES = FLARED END SECTION "B" 1.03 4.06 15" 0.35 81
_ - - o \
"c" 1.05 4.14 15" 0.37 68
� =PROPOSED STEEL SECURITY LIGHT a \
-t - - "D" 1.07 4.22 15" 0.55 11 36.50
= YAUPON HOLLY I� 34.25 - 3695� 37 0 - - - - - - - - -".L"- - 9'•29 - --4.4-4- - -15" 0.59 27 \
_ T w 0.74 2.92 15" - 0.59 106
=RED CHOKEBERRY I x 3 37.55 ` \ - - ' ' x 3A37 \
_ a 31
\
RIVER BIRCH Q j �� Q-C1A RCP -Reinforced Concrete Pipe X 37>43
CO
min. LF - Linear Feet \
Z i10-7.17 in/hr. FPS - Feet per Second
SF =SILT FENCE / / 20.00 C-0.55 37.26 \
/ - % DU&EGW = GUY WIRE
1
ES = ELECTRIC BOX I 1I3''6 --j x 37. 9 NOTE: \
+00.00 = EXISTING GRADE I I _ I i 1. Contractor shall use RCP for all pipes underneath asphalt
or concrete trafficxaSWM6 Contractor my use RCP, DIP, PVC or i X 3@.06 \
�® = PROPOSED GRADE _ I� - HDPE (2 wail) in all other areas, including roof drains. / /- - - \ - - 0_MPL \ - P
\ 2"
TP = TOP OF PAVEMENT / / I 10 MOIL
TIN = TOP OF WALK _
TC = TOP OF CURB ` - - I / / - 16 MBL _ _ _ _ � rS 3fi-53-E b`� s �_� `= Elcsb vLi to�sj6
A µoAp IN
i
EIP
0.IS OF'RUNE
i
EIP
i gN
9 \
�03
40 �
WESTMINSTER OFFICE PARK
SECT 11
M.B.27 P.131
AIDE E-399
ZONED R-7
F -1 F -
G,
v
�m
J ' Ir- m
WETLANDS LINE
..
01
LU
Cr
Ld
`, Sig;'•' .. •
EIS LO
EIS
TOP 37.67
,-: • iS ;fie•':.,
i
BO = CONCRETE BOLLARD �I / p<+�(�5�N�, - - - 131.67 ,�� �_ - - i /3& M+-
36.0( X 1�G4 6' STRIET �� �' �• �-- Fx QU 0. 4F --�\ � ----- \ /�. -f �'
O = STOP SIGN (NOTE #34) IX I / / -���_- -� - - ' / \
116.03' TOP-38.1 �Q\!
0 5' SI�wALK X 63 _ INV-35.55 X JB. \
DBL DRAINAGE BREAK�iNE J / � �� 247.70' 38.44 ---- WNW ToP-3813
c" I / ll $ D6'34'55" E _ T TDP-36.0 INV-35.92 \�_ G�/ ze
=HANDICAP PARKING SPACE CO .- m / '�- rnw 44 -•�� R W (PUBLIC) lOP-�•6 NV- .9e -�
Z� ° �/ A5P"µT� _ CARRIAGE DRIVE -� �_.
Nv-36.2s -_
= DRAINAGE FLOW DIRECTION z z Y`? I I a ROAD AI.K>f 3"2539D--
w u o "' R, ..� �, �5 -. 8.25 / tOP<34
= HANDICAP RAMPLij
I �I LAWN
< Tow 7. X / �N l� 6' STREET -- 10 MBL �r
- - =GRADING LIMITS a v / III 6t I Ei
� 10 BL
CB = CATCH BASIN Q I / / AN root 4n �..h.b • Apo Panel'
DI =DROP INLET \ �� I / 11 , - di rtod tent Mtra.b .na �
( u+t etoly to W Pena k
JB = JUNCTION BOX ^ I/ 1 x 1 a one -- b f 7
tt =DOUBLE CONCRETE BLOCK FILTER � � -' 1e.Te x \ cqP�
\ 72
38.48
MAINTENANCE PLAN:
1-ALL EROSION AND SEDIMENT CONTROL PR,ICTICES WILL BE
CHECKED FOR STABILITY AND OPERATION F010WANG 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 BLOCK AND GRAVEL INLET
PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50X FILLED. GRAVEL HALL IIE CLEANED OR
REPLACED WEN THE SEDIMENT POOL NO LONGER DRAINS.
3-SEDIMENT WILL BE REMOVED FROM BEHINE THE SEDIMENT FENCE
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT 'HE 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 COMPLE ED THE OWNER WALL
PERPETUALLY MAINTAIN ALL DEVICES THAT CONVEY STORMWATER
AND ALL VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION.
REF: D.B. 3022 PG. 933
M.B. 52 PG. 210 SLIDE L-1785
:.:... r
:....... , L►►�
Q INV. 29.44
/ 90 02 x 37.67
o _
\ to 60 •y10.-�?E=3­1=1k _
EIP EIP �\ I-: z
a
0.55 N
/ IP �3 LLJ Zi
Ld
/ /// / In
FX 60' FES
31.17 INV-25'80 .-� 0+
LO
2- -a
WESTMINSTER OFFICE PARK ]
d' SECT I m
/ SLIDE EP399
ZONED
23
,RESIDENTIALUSE
�t 1/
4
EROSION CONTROL NOTES
WESTMINSTER OFFICE PARK THE EXISTING DRAINAGE SYSTEM IS TO BE PROTECTED FROM THE
SECT I / EFFECTS OF SEDIMENT BEFORE AND DURING THE INSTALLATION OF
M.e.27 P.131 THE PROPOSED STORM DRAINAGE SYSTEM.
SLIDE
E-399 p1
/ Dz RESIDDEENTIARL USE a PROTECTION SHALL INCLUDE BUT NO7 BE LIMITED TO:
..'�Nv-36.66 // .71
x 3Si9T. ExiS qCp X' 1 R \`\ \ ��L O 1 ' • ' .... •,,..•r 'a 1.OQA a SIS WESTMINSTER OFFICE PARK
® $, tT"' x 6' ROOF DRAIN-e•1.00R"!-lNV.36.20- ..«••.w•^•• pRF oiX / / , / M.8��27TP�T31
39.92 / I //// SLIDE E-390
11 o' n 61' •� / // / /' \ RE90EN71AL USE
1'.R 1 ,s _ ,.a u.w a,Al IaRFFA� '� n� td� MB1._k
- Y 't V
r-- r- v
/
0
_
---
-
OY2'
109.
- - - -F >`TS EIS
7
70 0.4Y
FX 24" FES
'C OFFUNE
I INV-36.00 -
'-
�16i
WESTMINSTER OFFICE PARK
WESTMINSTER OFFICE PARK
I M.B.22 P.185
M.9.22 P.195
SLIDE C-53
SLIDE C-53
ZONED ON
ZONED Dad
J.
4---===T Mint- 49 3' N 02'27'26" W 7t'(ioTAL� - - - -7 -
0 38. 3e W Q 25• DtUE
8cY X 4" a I OFFIINE N
INV=35.30 �
I �I ip IIII 1a
EXIS RASPHOAD III II NE97MM.B.2 OARS PARK f I _-
IIIII SLIDE Odd I Building
ZONED oaa
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 �11%`Ljj10111t1j11'lNl,�
CLEARLY INDICATED; THAT THE RATIO OF PRECISION (N CAA ,,,,
AS CALCULATED IS 1:10,000+; WITNESS MY .�� Q`.............. �j
ORIGINAL SIGNATURE, LICENSURE NUMBER AND SEAL �; QpFE`S
THIS_ 2_ DAY OF _ -_ , 20JL-
SEAL f =
L-2596
JOHN L. P.L.S. L-2596 Fj'•.!% (V
n+nitrnlr..
- X -;:,-
WESTMINSTER OFFICE PARK
M.B.22 P.165
SLIDE C-53
ZONED Dad
32.08
.10
O N aAi
� I
OWNER/bEVELOPER:
DUPUN COUNTY INVESTMENTS GROUP, LLC
PO BOX 417 PINK HILL, NC 28572
252-568-4271
REVISIONS
6-23-11 PER CITY TRC
7-21-11 PER CITY TRC
10-6-11 PER DWO
I•] 1- INSTALLATION OF SILT FENCE AT SPECIFIED LOCATIONS SHOWN
CO HEREON;
2- INSTALLATION OF CONSTRUCTION ENTRANCE;
3- INSTALLATION OF DOUBLE -CONCRETE BLOCK FILTERS AT ALL
PROPOSED LOCATIONS SHOWN HEREON; AND
4- SEEDING AND ESTABLISHING GROUNDCOVER IN ACCORDANCE WITH
VEGETATIVE PLAN.
EXISTING DRAINAGE SYSTEM SHALL BE MONITORED DAILY AND
NECESSARY ACTIONS WILL BE TAKEN IN ORDER TO PROTECT THE
SYSTEM.
NO STOCKPILES Mrcncn nNCITF fnFTFNTION POND ALREADY
CONSTRUCTED)_
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
License No.: C-2553
EROSION & 5EUIMEN IA IIUN GUN IKUI- rL.AIY
GRADING, DRAINAG o& STORMWATER PLAN = j.
fllf� TRACT #3-LONGBOURNE ICT
SHOWING
TUSCANY VILLAS
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, INC 28540
PHONE: [phone] DATE: JUNE 2, 2011
SCALE: 1"= 40' F.B.746, PG. 4
JOB # 2810030 FILE NAME: TUSCANY VILLAS
GRAPHIC SCALE
( IN FEET )
inch - 40 it.
SHEET 2 OF 7

1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE
TIME OF CONSTRUCTION.
2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN
WATER AND SEWER LINES.
3. WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR.
4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL
MEET WITH THE CITY OF JACKSONVILLE'S SPECIFICATIONS.
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND
USE FILL AS REQUIRED.
6, THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL
7. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND
DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL
MATERIALS
8. ALL STORMWATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS.
9, SITE ACCESS: ACCESS SHALL BE LIMITED AS SHOWN ON THIS PLAN AND
SHALL HAVE A CONSTRUCTION ENTRANCES AS SHOWN ON THIS PLAN.
10, ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER STANDARDS
AND SPECIFICATIONS AS SHOWN IN DETAILS.
11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
12. MAXIMUM BUILDING HEIGHT IS LESS THAN 56' AS PER CODE FOR ZONE TCA.
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.
15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
16. DEVELOPER TO INSTALL STOP SIGN AS SHOWN.
17. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER R-7
OR 12-8 SIGNS.
18. NO NATURAL GAS AVAILABLE.
19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS
SHOWN)
20. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.A.
3700340-4387 J DATED NOV 3, 2005.
21. ALL CLEANOUTS TO BE IN VALVE BOXES IN PAVED AREAS.
22. ALL EXTERIOR LIGHTING WALL BE LOCATED AND POSITIONED SO NOT TO
ADVERSELY AFFECT ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC.
23. EXISTING DROP INLETS AFFECTED BY CONSTRUCTION TO BE PROTECTED PER
DETAIL.
24. PROPOSED ROOF TO BE PIPED INTO PROPOSED DRAINAGE NETWORK.
25. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF THE
COMPLETION OF ANY PHASE OF GRADING.
26. THERE ARE NO STRUCTURES WITHIN 50 FT. OF THIS PROPERTY EXCEPT AS
SHOWN.
27. CERTAIN SECTION OF CURB AND GUTTER WILL BE SPILL TYPE.
28. A WET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR WILL BE
REQUIRED FOR ALL SERVICE INSTALLATION.
29. ALL SIDEWALKS FRONTING THIS PROPERTY SHALL BE FREE OF CRACKS,
BREAKS, AND OTHER DEFECTS PRIOR TO THE ISSUANCE OF A C.O.
30. ALL EASEMENTS ARE PUBLIC UNLESS OTHERWISE NOTED.
31. NO AREAS OF ENVIRONMENTAL CONCERN (WETLANDS, ETC.) EXCEPT AS
SHOWN.
32. THERE ARE NO N.C. GRID MONUMENTS WITHIN 2000' OF SITE.
33. RAMPS AT ALL SIDEWALK INTERSECTIONS AND WITH ROADS OR DRIVES TO BE
ADA APPROVED.
34. Use R1-1 30' High Intensity Prismatic Stop signs, Mounting height is 7' to
the bottom of the sign. U-Channel posts should be used.
35. ALL HOPE PIPE TO BE SMOOTH CORE (DOUBLE WALL LOAD BEARING) AND TO
BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
36. All Traffic Control Devices, (signs, pavement markings) will meet the Federal
MUTCO, NC Supplement to the MUTCO and City of Jacksonville MSSD standards.
37. ALL ELEVATIONS ARE BASED ON DATA N.G.V.D. DATED 1929.
38. All crosswalks shall meet the MUTCO, NCOOT Standard Highway Drawings,
(Sheet 1205.07 for a High Visibility crosswalk. All Pavement workings on City
Streets will be Thermo -Plastic
39. ALL SLOPES SHALL BE 3:1 OR FLATTER.
40. 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.
41. ALL CONSTRUCTION MUST BE COMPLETED IN ACCORDANCE WITH THE CITY OF
JACKSONVILLE'S MANUAL OF SPECIFICATIONS, STANDARDS, AND DESIGN. A COPY
OF THIS MANUAL IS AVAILABLE IN THE PUBLIC SERVICES DEPARTMENT AT
JACKSONVILLE CITY HALL.
42. THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION
IN THE MONTHLY STORMWATER FEE THAT WILL BE ASSOCIATED WITH
DEVELOPMENT. TO QUALIFY FOR THE FEE CREDIT, THE OWNER WILL NEED TO
PROVIDE TO THE CITY ENGINEERING DIVISION UPON COMPLETION OF PROJECT A
COMPLETED CREDIT APPLICATION ACCOMPANIED BY A COPY OF THE
STATE -ISSUED STORMWATER PERMIT AS WELL AS, A COPY OF THE SITE PLAN.
43. ALL TREES WILL BE 8 FT. IN HEIGHT W/2 IN. CALIPER AT TIME OF PLANTING.
44. DEVELOPER MAY SUBSTITUTE LANDSCAPING SPECIES AS LONG AS CITY OF
JACKSONVILLE LANDSCAPING ORDINANCE AND REQUIREMENTS ARE MET.
45. SOME EXTERIOR WALLS OF THE PROPOSED STRUCTURES MAY BE REQUIRED
TO HAVE FIRE RATED ASSEMBLIES.
46. ALL BLOCS 27' IN HEIGHT.
47.EACH UNIT WILL HAVE ONE PARKING SPACE IN GARAGE AND ONE ON
DRIVEWAY WITH MIN. 9.5 X 19' DIMENSIONS.
48. DOWNSTREAM DRAINAGE FACILITIES (EXISTING STORM PIPING WITHIN CARRIAGE
DRIVE AND EXISTING STORMWATER POND) ARE CAPABLE OF HANDLING PROJECTED
STORMWATER FLOWS ASSOCIATED WITH THIS PROJECT.
49. NO CONSTRUCTION OF EITHER WATER OR SEWER LINES IS TO BEGIN PRIOR TO
RECEIPT OF PERMITS TO CONTRUCT FROM NCDENR IN ACCORDANCE WITH 15A
NCAC 18C.0305(a) AND NCAC 02H.0204.
50. PRIOR TO COMMENCING CONSTRUCTION THE CONTRACTOR SHALL SCHEDULE A
PRECONSTRUCTION CONFERENCE WITH THE CITY OF JACKSONVILLE AT CITY HALL.
51. ALL BLOCS TO BE SPRINKLED PER N.C. BLDG. CODE.
52. SPEED LIMIT SIGNS TO BE 24"X30" R2-1 (ALL SIGNS WILL HAVE A HIGH
INTENSITY PRISMATIC BACKGROUND WITH BLACK LEGENDS AND BORDERS.
53.Place Advance pedestrian crossing signs 100' minimum in advance of the
crosswalks on Carriage and Alden. Use a 30 W11-2 and a 24'x 12" W16-9P
on each sign post. Place pedestrian crossing sign at the crosswalk, using the
30' W11-2 and a 24' x 12W16-7P. (These signs and placards must be High
Intensity Fluorescent Yellow -Green.
••"ALL EXISTING STRUCTURES AND UTILITIES LOCATED WITHIN
PROPERTY BOUNDARY TO BE REMOVED AND/ OR RELOCATED BY CONTRACTOR.
***CONTRACTOR TO VERIFY ALL WORK WITH OWNER OR OWNER'S REPRESENTATI
PRIOR TO CONSTRUCTION.
5 --
1 24.r4' 2008 2008 21044 1
z 6B 2Lk8' 1 FLOOR PLAN DETAIL
j 4 zo z04 1 WOOD STRUCTURE W/SIDING
ON CONCRETE SLAB.
o FIRST FLOOR SF = 3271.7
r SECOND FLOOR SF = 2892.0
�.cne4701+ {FARA70N ��c ° TOTAL SF - 6163.7
i' p_cnsa^C� a
z0.o4 .0.on 2005 zc.c4 j NOTE: ALL BLOCS 27' IN HEIGHT
2aci 20o8 i20Op"' 2A1
r3
5 y
TYP BLDG LAYOUT & UNIT SPECS
LINE TABLE
Lil
N
'W
18.99
UNE
BEARING
LENGTH
L12
N
10.45
Lt
6 5't "W
6.29
L13
N7
4.80
1_2
B -5T'
20.00
Ll4
NO5-2eO7'W
5.13
LJ
16.04'53'
10.18
Lis
N
5.94
L4
s08.48'46"W
34.98
L18
11.65
LS
N736'59'
10.49
L17
S '4 "W
8.20
La
N80.W'09"W
9.44
LIS
14631315,116,E12.48
L7
N05U' 7"W
10.84
LIS
N
12.00
LB
1,1671 '10"W
4.62
L20
N
43.65
1_9
N6918'46'
18.57
L21
N
2a
L10
N00'S7'03"
JS.J6
L22
1 ' 7"W
-
9.98
CURVE
TABLE
CURVE
CHORD BEARING
CHORD
I
DELTA
RADIUS
ARC
TANGENT
Cl
N 4'w
8.38
1
255.00
8.38
4.19
C2
111
47.14
1 1
205.00
47.24
23.73
C3
N72'M'43'E
84.15
1
255.00
$4.54
42.66
C4
1' 'W
43.21
1 4"
205.00
43.29
21.72
C5
N 4"W
30.15
'1 "
20.00
34.15
22.94
C6
N 4'W
6.74
205.00
6.74
3.37
07
SI1
56.94
i '4 ' "
255.00
57.06
28.65
CB
4 9' 'W
41.69
1'
100.00
42.00
21.31
C9 I
SM'46'11'E94.86
100.00
98.83
53.97
CIO
43 ' "
12.88
255.00
12.86
6.43
C11
N 1' '
11.12
36.00
11.17
5.63
C12
7 4' "W
15.84
• '1 '
34.50
15.98
8.14
C13
N47 7'{ '
26.08
20.00
28.41
17.20
C14
1 •46'11"
44.74
1
138.00
44.94
22.67
C15
N 1
28.47
44' 4'
20.00
31.68
20.26
Cie
N7
17.07
1
50.00
17.15
8.68
54. Existing ditches are not to be disturbed but if they are they are
to be re -graded to have 3:1 or flatter side slopes and positive
grade in the flow line.
CONSTRUCTION SFQUENCF
1. OBTAIN PLAN APPROVAL.
2. INSTALL THE CONSTRUCTION ENTRANCE AND ALL SILT FENCES BEFORE BEGINNING GENERAL CLEARING.
3. CONSTRUCT ALL SITE IMPROVEMENTS AND MAINTAIN ALL STRUCTURES DURING CONSTRUCTION.
4. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE.
5. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN STABILIZED.
OPEN SPACE REQUIREMENTS
REQUIRED 1200 S.F PER UNIT
32 UNITS X 1200 - 38.400 S.F. REQUIRED
OPEN SPACE PROVIDED = 59.438 S.F.
E 'idrn
/ g / ZONED
_ RESIDENTIALAL U 1Ig
LEGEND: �� �� Building �� F
M.B. = MAP BOOK Suildin I
O.B. = DEED BOOK - _r 9 ( Building
EIS =PAGE THE VILLAGE IN COUNTRY CLUB 13
EIS = EXISTING IRON STAKE HILLS. SECT III-C
SIS =SET IRON STAKE M.S.35 P.224 _-- -_I
EIP =EXISTING IRON PIPE _, SLIDE J-731 RECOMBINATION OF Lars 12 R 13 ,iaA�
ECM = EXISTING CONCRETE MONUMENT / _ARAD E IN COUCLUB
SPK = SET P.K. NAIL NILLS, SECT III-C RECOMBINATION OF LOTS 12 h 13
(BM) =BENCHMARK (NGVD 29) M.B.38 PASS-912 µD ADJOINING PROPERTY RECOMBINATION OF LOTS 12 ! 0
R/W = RIGHT OF WAY �5' O,1 AIDE J-912 THE VILLAGE IN COUNTRY CLUB I AND ADJOIN94C PROPERTY
M.B.L. = MINIMUM BUILDING LINE El �` , HILLS, SECT II-C THE VIU AGE IN COUNTRY CLUB
-p,L3' M.8.35 PASS HILLS, SECT III-C
C/L - CENTERLINE NE !EX M H 5110E J 912 M.B.38 P.185
SL = SECURITY LIGHT s ' °"STING roP 30.99 SLIDE J-912
PP =POWER POLE �� •zo_ �sao2" w 2ro7B �v zas9 NHI
PPLP =POWER POLE /LIGHT POLE /� r Al I R" Cv eru n
CO - CLEANOUTE ^ o. ez>4
WV = WATER VALVE
WIM = WATER METER 0.0
FH - FIRE HYDRANT OFF
S.T. = 10'X70' SITE TRIANGLE
SSMH = SANITARY SEWER MANHOLE
TB = TELEPHONE BOX
EDP = EDGE OF PAVEMENT
<J = TRAFFIC FLOW EXISTING
41 = TRAFFIC FLOW PROPOSED
FO = FIBER OPTIC CABLES \ FM
FES = FLARED END SECTION
= PROPOSED STEEL SECURITY LIGHT-
= YAUPON HOLLY
=RED CHOKEBERRY �J' - �I =
= RIVER BIRCH ;jI
I - SF = SILT FENCE - -t- - I - -jtt
GW = GUY WiRE I I
I - -J
EB = ELECTRIC BOX ` - - _
+00.00 = EXISTING GRADE ll Ex 6' SAN. SENIOR
e•® = PROPOSED GRADE II
TP = TOP OF PAVEMENT
TW = TOP OF WALK L
TC = TOP OF CURB
BO =CONCRETE BOLLARD
O= STOP SIGN (NOTE #34) I //
o I „
OBL =DRAINAGE BREAKLINE JCD I Q
- HANDICAP PARKING SPACE z o-E76snNG
F- F 3 0 ASPHALT
EX. MH 1m
INV 27 7S
IcV
N
IW
� �
0
N
I zI
= DRAINAGE FLOW DIRECTION --> z y �. I I ROAD _
L � �a
T = HANDICAP RAMP S z m LL I II W
- =GRADING LIMITS - Q Bf_nRE.UNE. II < /
CB =CATCH BASIN � I
01 = DROP INLET I I I'iI N
JB = JUNCTION BOX Q
= DOUBLE CONCRETE BLOCK FILTER
Legena
SAN SEWER (size as noted)
EXISTING
SAN SEWER MANHOLE (Inv. noted)
@INV.
17.07
•
SEWER SERVICE
�„
(not shown for clarity)
WATER MAIN (size as noted)
WATER VALVE
N
FIRE HYDRANT
_CfPl
BLOW -OFF ASSY.
>00
Ill
WATER SERVICE
--
-0
ST. DRAIN (size as noted)
(none Proposed)
STORM DRAIN INLET
®
(none proposed)
REF: D.B. 3022 PG. 933
M.B. 52 PG. 210 SLIDE L-1785
00'19'35_W 201.40' 1
148.50' �•xo NATURAL BLNF
10' YBL k .MULE
P0224J / \
\ \ THE VILLAGE IN COUNTRY CLUB
NiLL5, SECT le-C
M.S.35 P.224
/ \ SLIDE J-731
vEIP EIP
1a� EIS v� EX
IS �9
guild' THE VILLAGE IN COUNTRY CLUB
HILLS, SECT d-C EX. MIN /
\
M.S.35 P.224 / �� WESTMINSTER OFFICE PARK J
SLIDE J-731/ SECT 6 , N M9.27 P.131
1� Itl �" . i. 18g%� ,`_p'C/r'1g,6• // Va.a�SLIDE D R-7 �
I THE VILLAGE IN COUNTRY CLUB \/ 0 8op
HIMB355PP 224C 25 5 �'� / • \
/ f l�A�
EX. M.H. /te SNIDE J-731 ID / �t5r \ WS
�INv°iaos �eFA /� N
o`8E
. ;
EIP
GAS OFFUNE WESTMINSTER OFFICE PARK
`aSECT
SLIDE E-399
EIP / fi 0 Ad W O '� / / ZONED RI-7
32.51'/�/ 1"c NA 1
EIP
N Lm I I i
J L 21
-► �' m
U
WETLANDS LINE I
0 ^
O \ I 03
\ OIL
p a.
\ g � V W I
EIS m0 Q OS ..i /
EX M.H.
TOP 37
9 INV.
V. 29.84
SIS
28.4roP
0�
8'• Wes_ cV 18
I_- _ -- ._- ._.- __ 10' MBA- �' �-c,•�' % � 7"L,/ V. , �� � \ �
MSL
\ to m
67_ _ = _ 34'�1' 53=E0.bDr _ - - _ _ _ = = 1�,w��s Rat /'�. �. 3 �i;r
1 Q a �
5',W TAPPING �'�-�.�{� y v
SIDEwAUS.�- SLEEVE AND VALVE
_ --� SIP LLI
S O6'34- 55 247.70' - - W.V.
- E% K W.M.
_ R WN PUBLIC).
'-CARRIAGE DRIVE -. 50 . _ m
EX s w.M. ux S 64'di 53 T.. _ /
V. .= �� _� �• ' 7 S.SI�S.W -•- - - _ ITCn
39,
I 4 WESTMINSTER OFFICE PAIBC �
dA
n" p
NC H 24
VICINITY MAP
NOT TO SCALE
MBL
MH TRAC
39.45 2.68 AC.
29.09 cA
i
1m.e1' S
101.92'
EIS
- 0.47' I
OFFUNE
��i6 i I `17� I III
WESTMINSTER OFFICE PARK I WESTMIM.B.22
B 22 OFFICE
PASS PARK I� III
M.B.22 PASS, SLIDE C-53
SLIDE C-53 ZONED ON
ZONED 04114
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 A.• „
CLEARLY INDICATED; THAT THE RATIO OF PRECISION �.�``GARO</'''''
AS CALCULATED IS 1:10,000+; WITNESS MY ��` �? '�.
ORIGINAL SIGNATURE, LIC URE NUMBER AND SEAL OQ;o�(�sSlO,i;l 9
THIS_ DAY OF _ , 20-4_ a
3 25g6 p
•' �9ti �F,X•`.: Gam.
v O SUP•'�Q'.
•••.. .
'''1,,tiN L.
0 \C
L. PIERCE P.
L-2596
A I B
S\N
0
#7
CID
MD1111111I1MM
0 X C
'030 NATURAL BUFFER�
135.52' - -
N 02'27'26" W 742.81'(TOTAL) "tIS, f
0.40 25' DIME
OFFLINE
5 V,
HY MBL d; DRAINAGE ESIMI._
�18i I �X9�
WESTMINSTER OFFICE PARK I WESTMINSTER OFFICE PARK
M.S.22 P.185 M.B.22 PASS
Z'DE oaSLIDE ZONED -Building
PROPOSED _6'
OPAQUE FENCE
SECT I p7
M.9.27 P.131
O0 SLIDE E-399
ZONED R-7
RESIDENTIAL USE
o rr Aor
UNDERGROUND UTILITIES MAY EXIST IN THE VICINITY OF THIS PROJECT.
LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE AND OTHER
UTILITIES MAY ALSO EXIST IN THE VICINITY OF THIS PROJECT WHICH ARE NOT
• WESTMMSTER OFFICE PARK SHOWN ON THESE PLANS.
'~ '4 M:.227TPN131 ' PRIOR TO EXCAVATION, THE CONTRACTOR SHALL PROVIDE PROPER NOTICE TO
/ �A7 ZONED R-7 U ALL UTILITY ACT OF
IN COMPLIANCE WITH THE "UNDERGROUND DAMAGE
RESIDENTIAL USE )I C PREVENTION ACT d• 1985'.
? I•� THE CONTRACTOR S RESPONSIBLE FOR VERIFTNG THE LOCATION AND DEPTH OF
CO ALL UTIUM AND REPORTING ANY DEVIATION TO PLANS OR POTENTIAL
CONFLICTS TO THE ENGINEER PRIOR TO CONSTRUCTION.
/ EIP THE CONTRACTOR SHALL BE LIABLE FOR ALL LEGAL ACTIONS RESULTING FROM
CA DITCH CONSTRUCTION IN THE VICHMTY OF THIS PROJECT, AND BY ACCEPTING THESE
PLANS, AGREES TO HOLD HARMLESS THE ENGINEER AND OWNER FROM CLAIMS
OR DAMAGES RESULTING FROM THIS WORK.
j�' / C'iAL1 C3CC ��)G;iE °tflNJ D,O3
O WESTMINSTER OFFICE PARK
\ M.SECTpI31 Crystal Coast Engineering, P.A.
ZONEDR'99
77 Civil and Environmental Consulting Engineers
RESIDENTIAL USE David K. Newsom, PE
EIP "'" '.,, John D Freshwater, PE
Rp, 3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
License No.: C-2553
b \ Ta \ f'L _ WATER AN EWER PLAN
/ $143
' OF
C=�'FNGiT,EE�TRACT #3-LONGBOURNE
WATFRMAIN OUANTITES
9" WATERMAIN
435 LF
FIRE HYDRANT
1 EA
WATER SERVICES
32 EA (32 TOTAL UNITS)
OWNER/DEVELOPER:
DUPUN COUNTY INVESTMENTS GROUP, LLC
PO BOX 417 PINK HILL, NC 28572
252-568-4271
REVISIONS
6-23-11 PER CITY TRC
7-21-11 PER CITY TRC
E'';,
''.
%/Z2111
SHOWING
TUSCANY VILLAS
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA UCENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JUNE 2, 2011
SCALE: 1 40' F.B. 746, PG. 4
JOB # 2810030 FILE NAME: TUSCANY VILLAS
GRAPHIC SCALE
( 1N FEET )
t inch as 40 fL
SHEET 3 OF 7
f

Zv
I
50
40
30
p' STREET �....�
r.>
= EXISTING PROFILE RIGHT
= EXISTING PROFILE CENTERLINE
EXISTING PROFILE LEFT
0+00
1 +00
2+00
3+00
-�-
w.v. ex �.0
/' SERV. (Typ)
I.
it
4+00
REVISIONS
6-23-11 PER
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817-3 FREEDOM WAY. HUBERT, N.C. 28539
PHONE: [phone] — FAX: [phone]
License No.: C-2553

Fall Permanent Seeding
August 15 - November 1
Lime
5-10-10 Fertilizer
2 tons/ac
1000 Ibs/arc
0-20-0
Unscarified Service Lespedezo
500 Ibs/arc
60 Ibs/ac
Ky-31 Fescue
30 Ibs/ac
Rye Grain
*Straw Mulch
Mu
25 Ibs/ac
2 Eons/arc
Fall Permanent Seeding - Centipede:
September 1 - February 28
Lime
Fertilizer (low nitrogen approved for Centipede)
2 Ions/oc
(Appropriate fertilizer approved
Rye Grain
for centipede application)
_
Centipede Seed.
__90 Ibs/arc
15 Ibs/ac (oveneeded In spring)
Mu
*Straw Mulch.
2 tons/arc
Winter Temporary Cover.
November 1 - February 28
Lime
10-10-10 Fertilizer
.. 2 tons/ac
700 Ibs/ac
Oats
Rye Gran
50 Ibs/arc
*Straw Mulch.
-. 20 Ibs/arc
_2 tons/ac
Spring Permanent Seeding
March 1 - April 30
Lima
5-10-10 Fertilizer
2 ions/ac
1000 Ibs/ac
0-20-0
500 Ibs/arc
Scarified Sericeo Lespedezo
50 Ibs/ac
Ky-31 Fescue
30 Ibs/ac
Brownlop Millet
*Sfraw Mulch
20 Ibs/arc
2 tons/ac
Spring Permanent Seeding - Centipede:
April 1 - July 15
Lime
Fertilizer (low nitrogen approved for Centipede)
2 tons/oc
...(Appropriate fertilizer approved
for centipede application)
Centipede Seed _..
90 Ibs/ac
*Sfraw Mulch
2 tons/ac
Late Spring Permanent Seeding
March 15 - June 30
Lime
2 tons
10-10-10 Fertilizer
1000 Ibs/ac
0-20-0
- 50 Ibs/ac
Scarified Sericeo Lespedezo
4 0 Ibs/arc
Common Bermuda Gross (hulled)
8 Ibs/oc
*Straw Mulch
2 tons/ac
Summer Temporary Cover i%o ry C
June 30 - August 3
Lime
2 tons/ac
10-10-10 Fertilizer
700 Ibs/ac
Browntop Millet
40 Ibs/ac
*Straw Mulch
2 tons/ac
NOTES:
1. it Mulch will be doubled if crimping is the
method used.
�C,&gONVILLF
N
eO I aP , CITY of JACKSONVILLE
n
hexvnilk NG aM1 ,ix weu ;L5 ucxs ON
V WL. 514\I]Afp 91M'.ryYAlIII,S OM.Y
SEEDING
tTi,3
Nd T"bk
350.0
a350.O1
SPECIFICATIONS,
trT
s P RESSTANT WARNIN.; SUaiAc_ ISOMETRIC VIEW
MAXIMUM SLOPE - 12:
BATT.-SHP GRAY)
3
S-_ NOT i 4 - VARIABLE 5 - - L °' R - RESIOENTIAL-
NC 10 LXCLLD 12.1 -X zC'q B n 3/4
5_E NO -EL d /
PC OF
rzCTJRV
,.:n..,,
I I I P 'r._.-ne...
7-
>ilf
FILTER FABRIC
w
MIRAFI¢ ' 0 EO..AL
FILTETEND CLOTH IN 3'-C" WIDTH
GIs
SECURE TO
SECURE TO FE'C'NG. EXTEND
FABRIC 12" INTO
mla
J
FXCAVAT-D TRR'CP. NO
BURLAP WILL BE PERMITTED.
`
VARIA91 F AS DR=CTED
BY PUBLIC SERVCES DIRECTOR
NORMAL SPACN 8'-D"
MAX.,
REDUCE -C 4'­* NEAR
LOW .AREAS
POSTS ARE
FASTEN - OF LFSS
L c
-HAN TA
L
-- WELDED WIRE FENCE 4' SPACE.
L
y Wes';
TOP & BOTTOM WIRES ARE 10
GUAGE MIN., INTERMEDIATE
WARES ARE 12 1/2 DOTAGE MIN.
EXTEND FENCE 6" INTO
EXCAVATED TRENCH
1.33 #i PER LF
NOTE 1,
- SELF FASTENING STEEL POSTS.
DRIVE POSTS 24" INTO GROUND
momem
�•�
BRACE POSTS AT
PLOW POINT
11-
90' TYPICAL
10' MAX.
l MIV_
NC1E 2 -
�'"i
Ir
STEEL DRIVE POSTS
-11 MIN. 24- (EXTRA DEPTH
NOTES: li REOU RED FOR UNSTABLE SOILS)
1' Toe in backfill Into trench and compact the itLL �,
soil firmly anchor to an h r th
e bottom of the silt fe
nce so that the runoff is forced
to go through the fence. No runoff is to flow under the fence.
2. To Increase 1 r s o age capacity and prolong the life of the silt fence, excavate a
VXV sediment trench uphill along the line of posts whenever possible.
4. Total drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of
sill fence.
5. Silt fences shall not be used of pipe outlets or in areas of concentrated flow
(creeks, ditchlines, swales etc.)
*c�SO vuCITY of JACKSONVILLE
'7 'C 5•r1aa1r1lk,NGxlS•1 Lag wine ]He,.C[%MYWP ST. WWCVK . aLLr
TYPICAL Na Ta Sob "" E ,3SaA2 350.
a
xaVaextMR a1se[•:
SILT FENCE
IL _
Enyneen- 03.Ya2/SDC5 12:Sr.'6 PM
18` DIA. % 36" J 12'-0*PLAN VIEW
DEEP CORNER
FOOTINGS POST 4-0- j 4'-0' 4'-0- 24" DIA. X 36'
M DEEP GATE CORNER
POST FOOTINGS LAP DETAIL
H GATE POST HARDWARE
°' 6X5YPIpA �S (LAG BOLT HINGE OR
THRU BOLT)
8' CONCRETE PAD LAP CORNER /1'
/ 0 a BOARDS t e y ,
n a
0 N F
w
ry N �
a o
n 7-6' ml
n (3) 2X4 PT C
N - TYPICAL -
� a `
GATTE� ELEVATION SEE CORNER
111 III I��' I'I( If IIt1 iY.I111' LAP DETAIL
a N Ir V'Oi 'I m t°O ,x 1 (3)2%4 PT I rI II I,I
TYPICAL
,OI N
4yIFl!IR
R
PT-+- RU i 111
•w
NXB' N 1 Ir
LONG NAILER
LONG
'
OR STEEL i
ANGLE
to
-- -- - - JRL - I ''
G
SIMPSON ST22 OF }+ 1
NOTES:
.,I
INDRILL CONCRETE FOR RODS 10P
1. Alternative
design must be approved by the Planning Division and the Building
Code
Administrators.
V
ON 1L
s cF
efP.bacsevia
UA,ww " o•P.xeav tea .aJ•.ina+e,aer
CITY of JACKSONVILLE
shGr
i.O�w�r]Ipne N.C.a1•L LSe wrre TaB ,Aa[aWiVNZ .rA,e]MD xmvrwnas ae.Y
TIMBER DUMPSTER SCREEN
Nat.sae
i+
r .eA
130 MPH DESIGN (EXPO)^,
Vie,
I C.rnvO✓eT rn ' ,5/r_2 iaDC_ - Ic5&:o6 I't,loLnl -, 4P14a for i-q Fnnin-
PLAN VIEW -
ALL JUNCTION BOXES SHALL
HAVE A MANHOLE ACCESS.
SEE DETAILS C06.01 & 633.03,
TOP TO READ `STORM' &
'DRAINS TO WATERWAY"
GATE (NOTE 2)
.I�
6" -HICK CONCRETE PAD
- \ ' TO BE 3,000 PSI AIR
Detc's ProWdc .. AFPIiI,
PART
MANUFACTURER MWEL Col. No.
METER BOX
CAPITOL FOUNDRY MBX-t or EQUAL
METER SETTER
FORD VB74-84W-41-44 COPPER SETTER
METER
BADGER / 70 (1")
INSTALLED BY CITY UPON PAYMENT OF FEES
-'L21:'G P:
CAST IRON
METER BOX
4'x8' SOLID RED
Ise OR CONCRETE
I? BRICK
ly
I
0
�I - ROAD RIGHT-OF-WAY - FINE GRADED
Iu SAND
� 12" 181/8' MIN. OPENING 12- MIN.
1 PER MANUFACTURER
1' METER SET
BY JACKSONVILLE (SEE NOTE 3)
cede
METER BOX a
i
to N
mill J
4'x8' CONCRETE 10 \ nNE GRADED SAND
BLOCK -SEE DETAIL -�--]+• ` *?I- z
{ FORD V874-84W-41-443 z
r yy COPPER SETTER
-- - �I" CTS COMPRESSION
-� -� - INLET CONNECTION
1" DOUBLE PURPOSE
FIP OUTLET ENO
FLOW
METER YOKE TYPE 'K' DRAWN COPPERER OO
R
PE SERVICE LINE
TAPPING CONNECTION
SEE DETAIL 513.03
NOTES: SEE NOTE 1
motor, m er should bar purchased from
1. If installation is for stub out et
City of Jacksonville (of applicants expense)
2. Meter must be level, straight, & centered In box across meter connections.
3. Substitution requires approval b City of Jacksonville Public Services Director.
q Pt Y Y
4. Meter shall not be located In a driveway If possible. If meter must be located
In driveway, a traffic rated box and cover shall be used equal to or exceeding
the Mid -States Plastics, Inc. "BCF" series Rectangular meter box
part No. MSBCF1118-12
v •rlweaw.w
N Nail it
use PPDD..bet n CITY of JACKSONVILLE
ILNr l.aom.m.,N.caw, am ems T®,Aaoa eau rrAsaAva veas'wme ear
STANDARD V DOMESTIC WATER Nor 1. ,S1
' s , METER INSTALLATION ' =1
11r12:35 AM In-Ile-rP,.dM 1v DPAi snlrnn Fn[-Trr,
4^.
9Gi
CURB TRANSITION
BACK OF HOOD
ALIGN WITH BACK
OF CURB
SLOPE SLOPE ENTRAINED AT 28 DAYS If , rO� •` CAPITOL FOUNDRY DI-840.0�
-0 TRAIN ,1 D DRAIN` JI Tin -1r ,N \� OR MULCAN V4066-1 W�
6 VINIIiLM ` i TURN DOWN EDGE -� FRAME, COVER &HOOD
0
CA RIBT�PER ROF' L/2' SIONOSIR - -
4'-u`" VINIV J'd - EXPANSION STRIP •, 1 �,�FOOTING BELOW I� _ PROVIDED
J`
�2 0"
5' rIINIMI,M -- ----- A ii\ /I 1 A PS1 PF STEPS
i_% 4 ICK 6' M'M1 M,iM (2) ,4'S By PRECASTMANUFACTURER OR M.A. , `^) N D &DETAIL 634.02SEE NOTES W
S�9 �'T'l CON r L I ALK ;i ¢ ��� 44+' L - - - - NOTE 7 1
�'� - __ -'- _ - INDUSTRIES
o +' SEE DETAIL C06.04 A1
'%2" PR_ ORM.0 "AJA O DTTAB_F ? - "
' P P r- PSI-PF STEPS PROVIDED By • � \ o (MUST BE 16" WADE, \I
Ao HA_ Ile R_6NA TED VERTICA CURE PR 1 H F _ C 9 PROVIDE C AM cR I VARNM1C DcVICES' I: PRECAST MANUFACTURER OR o xf" "�
E XPANS ON i�RIP Si, .-- ---- --- � INSTALLED TO BE 7" FROM "
1 }.' VAX CIF SURROUNDED
CORNER(S) ARE M.A. INDUSTRIES. SEE DETAIL 5� o "�
_, PAVEMENT SURROUNDED BY ASPHALT +N� �• FACE OF WALL R BACK OF
_ (TRAFFIC AREAS COeO,1. MUST MEET OSHA
1/2' ( ) REQUIREMENTS. / STEP AND E GREATER j VARIES
' 1 4" COMPOUND �
L EXPANSION MATERIAL THAN 1Y SEPARATION) MIN }
A -^'� MAXIMU
BE FROM CENTEOF CLEARANCE
OF STEP 4• J \ . 'MTHOU
COMPACTED HA_KF LL r''�f >' ]✓,� STEEL PIPE OR a "M a. h
j- a! a TO OUTSIDE OF BOX-��� APPRO\
SECTION A -A 7 F a s .
90LI ARDS. �I .(
__ �- ,- Y '
^ - -__- l SEE DETAIL a09.0a iv z00,j r y
z' act rp Scn'_L 'z cl_LED wTH ---- -' a - zt mz I �': FOR PRECAST BOXES. /
14PIF-, P'R era, '„S LJRP RETL AN- CON„RET - '� : Q. a Oo
' SECTION A -A ¢ i o:0 0 N / JOINTS TO BE SEALED j.
i DF'RFSS°D CJRB J OFPRESSED CARE n SLOPE MAY g y " � 8 � WITH BUTYL RUBBER
'2' PRE ORM_C J f m a - SEE NOTES JOINT SEALANT
l 9P�A.T r b'_G` .. ,. POSIY BILL [ __ w FOR PRECAST BOXES, ' N j
T m VAR
4'-0" fi'-0' W-0" d-^ 6'-^" m TIVT 8'-0" 6'-0" SLOPE MAY VARY BUT z w JOINTS TO BE SEALED - /�
IV �RF GNA-E7 ;A MV KIN. DRAWAG4 ML'S' -I a z 3•
Ex PANSIDN 5 RP- 'OP OF - POSITIVE DRAINAGE MUST $ a WITH BUTYL RUBBER
BE MAINTAINED t'- "
CURB 0" BE MAINTAINED w JOIN? SEALANT /i EXTENDED BASE- \
1 ` r Rip' i
VLP. IZ4_ CJRB -- T
VAPI. SLOPE VO- 1--_ __ ____ GUTTER ' -'N -_ ,:=Cr f+� 9.01...
I_ - PER DETAIFILL N 6 9.01 G WITH GROUT %/ ., till I ,v/ / ^ $b•• OR PSEE IPE (CONNECTION
TO X FFC '?:1 llNE 1 - -
D'PRFoSFD C-rRP SECTION B-B n - 1 �� ; - ' "MCEI AND FORMED INVERT `
1 y-II IF -
NOTES: NE colsmualoN
CAS RON VAT `,PTP 9LII- N T J1 (,A-FD -_ -. ^ fi �- 8' B' TYPICAL FORMED IN I b
COMES IS It) BE SE :S� Wl'H K �� 1. U9e either COnCrete bUlding brick - DETAIL 639.01 POURED 3000 P.SI. h�
CONCETE EXTENDED 3'
t:;N(R 'I AND fN Ise 'JR-Ar: PROVIDE 6x6 W2.9 x W2.9 ASTM C55, grade N, type 1 or clay brick - ASTM C32, grade MS. BASE PRECAST CONCRETE CONCRETE BRICK
R-TWE N H MAT AN, CON-R. FLIED PWvvFRO ID 2" FROM TOP
2. Mortar to be type M.
AT I E ON -EVENT EA VA' X ;; 3i 8' SLAB AND MIN 3" FROM 3. Concrete pipe to be class III. NOTES: BOX SHOWN BOX SHOWN
NOTES cv;; Av0 3 neF. 24"DIA EDGE 4, Reinforcing shown is adequate for a maximum clear span of 4' based on 200 1. Use either concrete building brick - ASTM C55, grade N, type 1
1. Detectable warnings shall contrast visually with adjoining surfaces, either light NOTES: PSF live load plus weight of top (Non traffic). NCPE to design for loads & sports or clay brick - ASTM C32, grade MS.
on dark or dark on light. that are greater. 2. Mortar to be type M.
2. The material used to provide contrast shall be or integral part of the walking 1. Provide 1/2" preformed asphalt impregnated expansion strip along perimeter of 5. Precast boxes to conform to latest ASTM C-913. 3. Concrete pipe to be class IT
surface. pad if concrete dumpster pad abuts any concrete. 6. All boxes over 3'-6" in depth shall be provided with steps (12" D.C.). 4. Precast boxes to conform to latest ASTM C-913
3. Dimensions assume 90' centerline intersection of streets. 2. Dumpster to be screened. Minimum gate width to be 10'-0" in accordance with 7. Provide 2' diameter opening and additional edge & diagonal reinforcing in 5. Prat boxes concrete strength to be a minimum 4.000 PSI of 28 days
4. Concrete shall be tinted battleship gray. Pointed surface will not be acceptable. the City of Jacksonville zoning ordinance. concrete top of Manhole frame access. 6. See detail 634.02 for miscellaneous notes.
50NV'IT-L ,xP.rau orwN;<sa.iw ,mP:/re.ecLlwia,Al,e,,:.a 0 VTL am.,rom,dPxte�sW.o.. J/"ww.d:
PEA r hr i "" kNcaKt CITY Of JACKSONVILLE NCt LF V P.O. Bo, CITY Of JACKSONVILLE " �' "TM�" gsoNv¢ N PPO.�,n raNbsa.�. CITY of JACKSONVILLE "°°'�'" �°�0'°`°' A vo�q p°ca^a�`aef1°@ l"® CITY of JACKSONVILLE
.. C ]r2vnilk, N.c a141 13e 1 1R, IAf„ON] STA1 .P 9R]!x'ATFWI .1 � 'C bd..%6aN, NG 2e541 Use wwr Tee rMSawMIH arAIOARd erR1rICAT1Ge aNLr 'C jeomemq N.c.a 1 use W a66 lAaCOMYaId "JUIDI W eremlG.l{!e ONLY
TYPICAL WHEELCHAIR NW + ,=5 o, w - W\ a a Aa. ,sag tea . eau,
- DUMPSTER PAD DETAII. N, Teaoi ,4oa.aa TYPICAL JUNCTION BOX NaTwsab ,63a-ol '�+ TYPICAL CATCH BASIN AND xaTae
liq�RAMP - TYPE I '"a" (WITHOUT FLOOR DRAIN •vil, «Y „,.." «.F° DETAII. ry '� °fir �°'° CURB INLET VffM HOOD
r'
OENEY BROa Ma 24' % ]Y
DROP PUT a�-2
PPE a vA
Brat
OaNC. pIdIT
PPE 0+I2II Fill
e4.4 : mliwdex:
e- $o• m• e' uY
s o 4.p
TYPICAL DROP INLET
war ro .n., r
I, 6" _L i -6' _I
1/2' RAD. -1 -
�3RAID.
1/8' RAID.
o m •_ 1/2'
4 - •..
SPILL TYPE 24"
CONCRETE CURB AND GUTTER
NTS
PAVEMENT DETAIL
NTS
'PF AV
- 12:44:1 / I'M I
6" 18' or 24'
1/2 -R VERTICAL CURB & GUTTER '
�e
... 4.17` %or 5.967L
1/2"R
NOTE 5
r
z
/I
/ I
/ I
/ I
/
/ I
18' / 6' or 12"
m MOUNTABLE CURB & GUTTER
6bA
It / mor
/.
/ NOTE 5
A'
I/
Y
NOTES!
1. Score curb & gutter at 10' o.c.
2. Provide 1/2" expansion joints at 90' o.c.
3. Concrete to be 3000 P.S.I. 0 28 days, air entrained.
4. Spill sections will be approved on to case -by -case basis by City Public Services
Director.
5. Chamfered edges abutting asphalt are not permitted.
r
,flem+avma•
Y&Q-441,
rm�Tdhbvb+CTof A KSONVILLEW,.dm.maLu.axt .ms,]nWer.mA.amWas TYPICAL CURB & GUTTER Na71iseII• ,col
SECTIONS ;�,�� I
nn-cite �n:TAM b'.. aPP AV Ccnv,llinn Fnc---,-r= Oa =D?j2DCE - 11:425E ^N'
ONE FOOT
TOP OF BA
APRON
1.5 X dS0 BUT NOT
LESS THAN 6' MINIMUM
♦•1 r eF�. �. .
NOTES:
1. Initial course of rip rap To be laid in excavated bed at side slopes. Rip -rap is
not to be laid on top of grade of side slopes.
bar" v1[teh �Q',ra°e`a CPfYofJACKSONVILLE
r Advdb.N.C.219511 Cse Wrm ms Matsa+wu rrAwoA® weaSAalWe ONLY
74, eeug nmu
13-02 END OF PIPE NiAT.3m, ,636
TREATMENTS `°�saaas`
DasnNG ROAD
PLAN VIEW
rm@hw aum-llommum
1. sesr dr - r-r
2. N eNes6va but not l m Men 50 feet
& - Net hem ion a% (6) & of
4. 11Mth - Not leas than hill Path of to point* of
Ingram or opme, MhhWw d ,r.
0. "be to
renew e a meat prior bra irsom oleo PAftriot[-•ef
Ways idles aasllnm le d, reesrR Ill be dorm w w
are drWeed Pall audrd Par Pads tear Me on
eo& Its trap a oedhhaht bash. AN mikent
OM be WovW4W Gam wt.hg My abeam droK di
or watm 0 mill me of anthem, gravel. bowlds
w diner OppV mined,
0. Mahtenwes - 1M bww Wl be mehtalod in a
OWAUw ~ WIN pnvwt haddnm w No of
eo I t wb p lft dytla-d-Way, 7hls may require
pwleae top drmeeshq With oddXlend stone as oond km
aWrnaha ad tsps ale/er demout of my maeswee used to
trap t t P*ft ript►'al-way,mwet retained
ar
hwns&rW
STABILIZED CONSTRUCTION ENTRANCE (D-5)
NOT TO SCALE
' s<l1.'Ipl M1
DOUBLE CONCRETE BLOCK
FILTER AROUND CATCH BASIN (D-6)
NTS
- 12:4C:3b PM
lafnil^. Frnaer
1/B' RADIUS
/2"
r
` ' PREFORMED ASPHALT
IMPREGNATED
' EXPANSION JOINT
TYPICAL EXPANSION JOINT DETAIL
R/W VARIES (SEE CITY OF JACKSONVILLE
1'-O'MIN7VARIFSTOOLED
SIDEWALK AND GREENWAY PLANS) 3 MINIMUM
I EDGE (TYPICAL) SEE DETAIL 401.01
4' THICK 3000 PSI
CONCRETE S/W
1 12 12 Iq ♦DN SLOPE 12 CURB
PAVEMENT
II ,II_
+VARIES, MAXIMUM SLOPE 3:1 `COMPACTED UNDISTURBED 7-'fT'r-bJ IF
UNLESS APPROVED BY THE SUBGRADE SUBGRADE -II =-IL�J1F1'I-
PUBLIC SERVICES DIRECTOR.
TYPICAL SIDEWALK with UTILITY STRIP
R/W
VARIES (SEE CITY OF JACKSONVILLE
l'-O'MIN. SIDEWALK AND GREENWAY PLANS) 3' MINIMUM
EXfsiiNO GRA VARIES SEE DETAIL 401.01
_._ ® TOOLED EDGE (TYPICAL)
4' THICK 3000 PSI
CONCRETE S/W
11 I '�,/2 12� / _ CURB
�1 4 ON SLOPEy� �1 PAVEMENT
/ It
1 L
I-
� -
+ VARIES, MAXIMUM SLOPE 3: 1 COMPACTED tUNDISTURBED -
UNLESS APPROVED BY TIE SUBGRADE SUBGRADE -nF= 71 Pr
PUBLIC SERVICES DIRECTOR,
TYPICAL SIDEWALK with UTILITY STRIP
NOTES:
with 1 joint 1. Provide 1" deep tooled traverse structural score )o /8" radius
at 6'-0" o.c.
2. 1/2" Preformed asphalt impregnated expansion strip joints to be placed
32'-0' o.c. longitudinally, adjacent to curbs, when butting existing structures,
concrete, or buildings, and at changes in width.
°moo vucFh PD.DoeVq ;dp'M CITY of JACKSONVILLEle
r 1Ls+aO. N.cal11 LA Wa11 Trm,4RaWVLLE DruM.,RD AerSe'AIAxS War
erwtg esrAa•
=+ - TYPICAL CONCRETE SIDEWALK NaThaab a4 .03
n° AND EXPANSION JOINT DETAIL e;: T�A
IMENTATION
CONTROL NOTES:
1. sediment om" dawiose and structures shad be Mtalled.
maintained and om w needed to provide otect1w
contra of omoieraled wAmwtatlon until the contributing
auto Of are stabdkod.
y c-_«•_•tea, e_.MIGGS
A. Noaly Engineer, Caner and Lad Quail section prior
to begbelkhqp monshucum.
B. hebN stoDOW aanetn ctlw mbwa
C. Salt file w shill be Installed w0 show and on ad
dean Mapes of arms to be datnKbed. Slt fence
shall be maintained unN the sea is stabilized oanpetelyy..
D. hind Stamooter Ponds whom hdkxft& Ghent all surface
drdeoge to pans with diversion dltcha
E. Compleb rough grading o~Im. Mahtaln eroeiw central
dov w noonmr)L
E Insist Stomn Drabwgo Srtom. install Block ! Gravel win
Probation around d inlets.
F. Compete fine grodhq oatlMtlea Install road base coasa
0. stabdln (wed and mulch) those arms not to be Pawed
end/w butt upon. Conohuct end stabs lz. (sod) vegetated
awdw (sod ohoN be pined In pace to prove nt dle-
lodgenwt).
H. Maintain erasion control maximum as needed to wear
full funetlonobtlity.
I. Upon stablleing sib with permanent grasndwvsn remove sod-
m ant traps enw d nelruct swales per swap dotal) If necomm ly.
hrtm0 add err In swales and wed/mulch all other datiated creme.
& Seed, fwtlle, and mulch all disturbed amen wlMh 15 days
of exnplotng any phase of the vadhg Wok
K. Pamwwt groundoe- for all dbaxbed a'ow within 15
waking days or no mare Men 21 calendar days following
completion of my phom of rod' G.
swill 3' in" noomewy �0.mechanics creator end "*nwtatlan astral Precut.s
bofol se A q, ale complete gredhg according to the approved
Eme ale fertlttor, naves drtsd be determined by eW t Con set
NCDA for additional hfamatldn regardh9 twlhgL Winn ale toot me
aveblle, fallow rotes suggested on Individual opxiRwtw chop for
moAhg mix dnaew. Apply lime and fortdleor and work Into 4-6 Inds of
sal by dW" or Miner whaMo mwna Opera" machinery on 1M eantat.
When ushp h)drwssder. aopppqy ins and fertdher b a rough lease ouAwa
Casplota seedbed pnparatbn by breaking up large dads aid uakhg Mo
a snoeth uniform wrlow. Broadway seed into tr4Mhly bos@nad seechad
that has not bow soaled by rainfall. Save mbdun shag be dkdrbuted
mate dy and veered With a dew be mulch. AN mulch @hall be akrnpod a
asphalt tasted to help held In place. Material and upplkaton lees an w tenant
Mabdal. AMWORtWLRota
1
LMs ODD bar./oa.
000 loticloc.
Fstdber (10-10-10)
Mad, 2 tons/aa
Permenwl Sesdhe
(UnhuN@d Sept- Aug 1) 100 bun./oar
(Hulled April - Sept 1) 75 bar/arc.
'Ril Fwwe so Ita/ae.
Rye Grain (Sept 1 - April 1 sly) 50 bar./aa
Garman Mint (Aprl 1 - Sept I wry) 50 bar/tic.
Dec 15 - Apr 15
Kos lumpsders 50 Ibs/oar
Rye pain 100 bar/aa
April 15 - Sept 1
FM@man Mtat Mbar/x
Sept , - led. 15
,00 bar/arc.
4. Gmiraetor In respansble, far maintaining all @radon control
MoaANes and for ommal meesNrw as rowed to present
acedwmted or esion ham #A" place an this site
I
once all ass have been stabrled. contractor le to remove, %J1111111pp
temporary smalm control mecoures. regrdde. & mulch to %
restsdtze Mesa awe `� �N CAR /
0. F� pwmtb` me the approved ero@lon �pP 0 ESS
and sodmentOni-9
SEAL
r1,'S 1.9148
pc_C0TM0 �o1MQ SCCIR
NOT RELEASED FOR C NSTRUCT
CCivirystal Coast Engineering, P.A.
l and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX [phone]
License No.: C-2553
t/
l{,
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JUNE 2, 2011
SCALE: AS SHOWN F.B. 746, PG. 4
JOB # 2810030 FILE NAME: TUSCANY VILLAS
SHEET 5 OF 7
GENERAL DETAILS
PREPARED FOR
TUSCANY VILLAS

12" .7'
L _ III -II Ill I I
�'`ITL rli
TYPE 1 TYPE 2
(NO L ') '1A30110M TRENCF WTH BACK' LIE ICHT'_Y
I I RC TOY T FN - N T-I O-,,SF ,I - CONSO..I GATED TO CENTERLINE OF oIPE
'R.4 PO 0/ I.S D°F'%FD AS (c_A- PCTOV IS DT.NED AS 'UNDISTURBED
UNCc URLL) EARI1 EARTH)
2" - 12"
'I
a �
TYPE 3
'PF REDP D IN a' MNIMUV 1.^OSc sTI_ WTH BACKFL_
Ol 1l.Y ;,O%SO CA-[ n -0 TO? OL "IPF
( CCSE SO S C_° V D AS NAVE SOIL EXCAVATEC
-R^ TIE - r -
V E R N H F .. R.. OR^.'K ^.. q CRGAVC MATERIAL.
FOR: ON VAT_ IA S AND FROZEN EAR-H)
2 12" 12'
�� ��� a�,•f I Fes.
TYPE-4 TYPE_5
PP' 9Ef DFP N SANp DRAW or CRUSPEB STONE ooE BEDC-D TO T'S CENTERLINE 'N COMPACTED
-C. A Oc 1/8 FPr OAVFTIb, 4" ININLM. GRA\U( AR VA-ERIA„ 4" MINIMUV UNDER PIPE.
V/T-1 RACK-"_L C LAC :) 0 TOP C= PIPE. COVPA-ED GRANU_AR OR SELECT MATERIAL TO
�AFPRCX VA--LY RO P-IC V- STANDARD 110C-OR, TOP Or PIPE, (APDROXIMA-E(Lv 90 PERCENT
AASHT --99) STANDARD PROCOR, AAS-TO T-99)
(SL_ECT MATERA; IS DEFINED AS NAIVE SOIL
EXCAVATED FROM THE TRENCH, FRrr OF ROCKS,
NOTES ORGANIC MATERIAL, FOREG\ MA=ERALS AND
FROZEN EARTH)
1. For normal pipe sizes 14 inch and larger, consideration should be given to the
use of laying y g other }her Type 1.
2. Consideration of the pipe -zone embedment conditions included in this figure may
be influenced by factors other than pipe strength. For additional information on
pipe bedding and backfill, see ANSI/AWWA C600.
gSONVI arP.®lartwl,csa,nov CITY ofJACKSONVILLE
PL' N P.O. Ee=1,1
'r+JM.ZNmia[, N.(•. J8$/1 :.A=W 1,:ACItFONV1IfS ST,N11,Rp iRCIRCaTFIVS ONLY
WATER MAIN Na[Te Sok =SIlA1
EMBEDMENT DETAILS etrisroNa,4 Nsxrt
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CgSON VILf.Eh
Pumtvmla<sDa'�• CITY of JAACKSONVILLE
xaPJJ.w«ii.;.=}a,.lecee,s
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N.G'LLLI 51." I':IIF rr,",
STANDARD 2" WATER
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METER INSTALLATION DETAIL
,�;
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ALTERNATE
, SADDLE LCCATtON
SADDLE INSTALLATION FOR
DIP, VCP, AND PVC PIPE
--sL - aD '-vc
$II�
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R^' SnCDLF -
., oPF Do OWN
-EX OF VCR. RCP, or PVC PI -E-
S ISEL STRAP / `BFCKF ILL UNDER PVC
- SADDLE 'MT- No. 67 sTONE.
NOTES
1. Existing mains only. - New construction must use In -Line Wye.
2. Universal saddles are not permitted.
CggONVILLA. =erwNJt se.m i,tpJ/arwtlj,cLmaakacu,
CiTY of JACKSONVILf,F,
N
�P C J•t,muik, N.C. 11N1 .s.. wm; nr=. „raroNm,r Tr,rm,an wermu'+r'Ys n+T
NAtP: llel'ASI
TYPICAL LATERAL Ne Ta 6ak a533.01
, .., SADDLE DETAIL
ass:, ]JI06 t r t
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/^C ]fi - I ��1 rfi F'd J to is P.o✓c :a; ° PLAN Cnn=ull'-9 En3inper=_ 06,�]^i?f,Ofi 1a: 2n: in �L• Jttoil= Pn°',-d bl a'PIAII Censulr-g Enpinms TP •O±j ROfi I19019 '!. DelaL PrPN•er by aPPI4M1! Cen=WE-9 En:inttrs
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HYDRANT MAKE
MUELLER
GLOW M&H
DARLING
CAT Na.
A-423 SUPER
CENTURION 250
F-2500
BS4B
z $
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on L"�o awn zs- ¢,
SJ'a ap
zmo%�� rani Fqi'
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TYPICAL EYE BOLT
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BRASS PLUG -HAND TIGHTEN IN NPT
THREADED NIPPLE (6" MAX FROM GRADE)
o u w
PRO GRADE, SLOPE TO DRAIN AWAY FROM BOXES.
>L`
PAD "IN
5 L sE BOX STABIL iZATIONIF
0 Y x
2 TCONCRETE) LOCATED
OV aTHICK
i 8 j.
UNPAVED AREA. TYPICAL BOTH VALVE BOXES
z
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VALVE BOX PER DETAIL 513.01
M
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2 CURB STOP DRISEAL MARK II
F o a
(NORMALLY CLOSED)
Tr
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THREADED RODS - SEE TIE ROD CHART
J, a INo
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oo __a
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FOR SIZE AND NUMBER OF RODS
2" BRASS PIPE
boo$ o a
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REQUIRED. DETAIL 512.07 (SEE NOTE 1)
TYPICAL
w N w v~i F w
C 36" MIN COVER
pw o
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= ao z o
DETAIL 512A2
VE BOX PER
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DETAIL
CONCRETE
BRICK TYPICAL
-DIP- 90' ELBOW
CONCRETE
/ =11 z 9 -
a -L„ - -III -� - - I I ,- BLOCKING
a - �,
MIN. 4' MIN. 24" LONG 2"
o
z "� +� zN.T.RASS NIPPLE
- 70" -Tf"'r C' N.T.S. N.5
Z_ Z y+ q
MJ PLUG
o '^ TAPPED FOR 2" UNDISTURBED
SUBGRAOE
n o N
_ �-� � NOTES 1 FULL JOINT PE = PE DIP PIPE CONCRETE BRICK
2 MAIN (SEE PLANS FOR PIPE SIZE) 24" LONG 2"
1. Where hydrant is set behind guardrail, centerline of pumper nozzle to be a BRASS NIPPLE
vi minimum of 12' and a maximum of 18" above top of guardrail. Center of
o hydrant to be a minimum of 3 feet from guardrail. TYPICAL EYE
BOLT (SEE
o I --III z 2. Fire hydrant to be oiled & greased and cap to be sprayed (non -petroleum - DETAIL) SIZE
zY z I- m based) after Installation. DEPENDENT ON
<'� x _' F L 3. Do not locate hydrants in sidewalks or block pedestrian flow. SIZE OF TIE
a ac` Wo 3Q � 0 4. Wedge action restraint gland Joint restraints are preferred, and may be used NOTES Roos
oaf a� oa a:�_ p N with tie rods. Minimum of (2) 3/4 diameter stainless steel or cold dipped 1. In lieu of rodded fittings, contractor may use wedge action restraint gland
o �
0
� galvanized rods.
w w 9 a z fittings.
slot restraint on
N a J g
W W wz Z< 5. approved
ved bt to ba a minimum of 5' from all driveway entrances or as 2" No discharge from blow -off should go directly into a creek.
h app sued b the Public Services Director.
na p x:_ v, 03 y 3. Provide erosion and sedimenfallon control for discharge.
�zw va ow sow -i zm w 6, Fire hydrant pumper outlet to be provided with 4.5"x5" SiorZ adapter, with P 9 g w Y P P P P 4. No plastic or galvanized screw fittin s before valve. For mains larger than 12",
NVt,, n,p.m,Dt arnlNJa sa.m _a$ �z ua umo s �� '^ looking cap.
Cgs LF Po. tiaatn CITY Of JACKSONVILLE Mmvti.wd^a'"""' g50NVtLyF aaP.mml.rlew.se.� y�y,,,wai "_„ J��I� V� ��a��a� use vILDIP blowoif�awsse�mly. No plastic screw fittin s permitted�inebl�Au
tiA Yc ,.n a De.Nczwt ae wrtP T q, =+d r F „mAap sx.0 pN xaY tc N P.a. m,1e CITY of JACKSONVII LE eg N PD.a.139 CITY of JACKSONVILLE �wct5o ie p pA avl,a CITY of JACKSONVILLE t5° h pO.BoltL CITY of JACKSONVILLE
C r J..k.' e,N.0 ffiM MIRTH Ttd,AO[O,M,A S[AlOND L�s'A1aa orar C Iliaaa6.NG 315/1 pas w,re r®,A4dO11YelJ1 eGNDAAa e®m'wive ear ."{,
lsefamr®e, N.c. zW t use wrm res lAawaDNVux VA„DAlD aPmrx•Anale o Y Y y" C ,Wma®e. N.C.1Wt ue .•rlN To asap„vn+>, w'Aspua smrsaTxxa a„.r
a 514.05
WATER MAIN "� 911.0 � �� WATER MAIN la ,t of ri. � STANDARD HYDRANT SETTING a5�:: � '"' STANDARD HYDRANT SETTING � � .51 STANDARD PERMANENT
a�,v r x.enada
Ne, T"Sok a51101 Na Te6We aSllAt �• Nat Ta arY, '� '�
<„- EMBEDMENT DETAILS 11211 2 a ; 'I M,.,,, a ^, � EMBEDMENT DETAILS ,„o ; ®= � °*,,a, ,-� s' (CURB & GUTTER W/SIDEWALK) �„� � ; «, - (CURB & GUTTER W/SIDEWALK) °;�,m,� ; m ; m 3 w � BLOW -OFF ASSEMBLY "",a�e�
.MTTr.Da•°"
..._. ....-... ..-,--.-....r.......-...�.._....,.��.-...-.�_..
Danes F ___ by 1>P ❑yen _uR FIcoded G, AP=IA•. Cons Itn9 -9ncns Cd/CP/70n5 - 1>a k.`.9 PV - , 20.6 let^-45 PQ
Leta s f•rcv ded 6y Affl ,, Co-suR nq Erg -eers 0 ;,.2j2GCu 1_ _235 PM Deta s Prcvided by APICp-zultl^g Erg �ees DB /C^-
USE AN APPROVED BUT RUBBER SEE DETAIL C06.01, C06 02, &
SEALANT APPLIED TO TOP _ 1 (MASTIC) C06.03 FOR GRADE RINGS, =C �Y�w
OF CONE SECTION / ; T J/e-' o z
.2q" DIA COVER AND FRAME INSTALLATION I z ] I
I
2' THRU a' h- ,. �.......... 1 2"•DIA......, 4 NIN - = will by I
PLAN VIEW
ECCENTRIC CONE 6 • / 1 _
AS REO'JIRED DO NOT • t UNDISTURBED EARTH - li w 3 o
( . STAINLESS STEEL: �I 7 SEE ill I ICI 11
USE FOR WATERTIGHT • 'U' BOLT NOTE
APPLICATIONS) ^I
> 3 a' RAO ; SEE NOTE 5 y N c
PLACE 'U" BOLT . SEE NOTE 2 NEOPRENE BOOT 1�4 = I m m m •.'
12- FROM TOP •• SEE NOTE 3 MAX
OF MH a.....................4 - I
i
` NOTES 9 & 10 H 7 1 e' MAXMA% � o DETAIL 11'
ALL JOINTS TO BE T & G
IIAUM W/PREFORMED BUTYL RUBBER SEE NOTE 4 -. _ _ Q vwi < 512 01 J
of (MASTIC)
: Q
IA (MASTIC) GASKET MEETING FORMED \ • S i _
0 AASHTO M-198, ASTM. C-990. INVERT I-�� II Ifl
. FED SPEC SS-S-00210 (210A)
_ 51 3.000 PSI 0 28 DAYS /'
PRECAST MANHOLE TO MEET _ r >' J
1' THRU a' i \.� CONCRETE BLOCKING
' REQUIREMENTS OF ASTM.
RISER SECTION(S) C478, AASHTO M-199
AS REQUIRED -
y �. II „IIII I�v 4" THICK K 2'-0' SQUARE
i CONCRETE VALVE BOX
�. �.
SLOPE OF CHANNEL • = i .• / " STABILIZING PAD IN
O
THRU MANHOLE = 0.04' $ UNDISTURBED EARTH -
FALL FOR 0' TO 45' rL �UVI - - UNPAVED AREAS ONLY
CHANGE IN HORIZONTAL }�Ow I _
ALIGNMENT AND 0.08' r I� ' SEE DETAIL St 3.01 EARTH
FOR GREATER THAN 45' N - 'I VALVE TOIL DETAIL COMPACTED BACKFlLLED
ANGLES UNLESS SHOWN EXTENDED BASE FLANGE FITTING
_ y/e I t�A y
OTHERWISE OV PLANS PRECAST OPENING - /•
REQUIRED FOR ALL PIPES. r' = ' SS TAPPING SLEEVE FLANGE x MJ
l ALL PIPES. SEE PLANS = WITH FULL CASKET. GATE VALVE
6" MINIMUM EXTENDED BASE /(� , 5 FOR PIPE SIZES , Mld• I - SEE NOTE i 6 1-
REINFORCING PER §+ RESTRAINT FLANGE
PRECAST i -
2' THRU a' BASE TO MEET ASTM -478478 � SYSTEM REQUIRED N ASTM C
SECTION F NOTES: HIGH PRESSURE AREAS
E S NG'
C 'V
6" MINIMUM •, ( I Il l WIN 1. Concrete strength to be 4.000 PSI minimum. p DETAIL . 1
ITT 0� 2. Pipes will be routed Inside and out. ;
P 9
SET MANHOLELE INu� '�i"I' r'4I o 1 3. Flexibl- sleeve bD0}a cast In lase Or Installed WI}h stainless Steel e% ander L =' I w 51201 UNDISTURBED EARTH
TO 12" No. 67 STONE. 1tI1 I'h SEE SPECS FOR P p r n lP N -III=III= -'
FOUNDATION IMPROVEMENT rings. Boots to meet ASTM C-923 standards. m l f Js III III _ III
FLEXIBLE RUBBER BOOT WHEN NEEDED 4. See detail 532.05 for typical Invert shaping. b Y 51/- s 'r =j11 CONCRETE BRICK BLOCKING
ASTM C923 W/STAINLESS S. Service laterals into existing manholes to be core drilled and booted.
STEEL COMPRESSION 6. Maximum depth 4' diameter manhole = 15' (see sewer design section for other III' 1 1 B SEE NOTE 2 -I''
BAND AND CLAMPS PLACE GROUT AROUND EXTENSION c SECTION A -A
ALL OPENINGS requirements / y the ons)
T 7 POUR 3D00 PSI CONCRETE BLOCKING
PLACE coMPACTEo ,p a; 7. When directed b the t or Services Director, paste manhole insert such as Ili SECTION
Y M AND FOOTING UNDER ASSEMBLY AS SHOWN
No. 67 STONE ,< "no-flow/inflow' insert or roinstoppar" insert as manufactured by "Southwestern 4
AROUND ALL BOOTS' SHELF Packing & seals" or approved equal. 93 PART MANUFACTURER MODEL Cat. No.
e. For watertight applications, place butyl rubber between frame and cons. VALVE BOX & LID I CAPITOL FOUNDRY OF MRGINIA,INC. VB-FCWA - 3435 NOTES
1/2"/FT SLOPE 9• All banded connections shall be double banded. For pipe connections 12" and 1. Concrete blocking is to be formed to ensure occesibility to fittings and
- larger, 2 sets of bands shall be required. NOTES 9
EXTENDED BASE ON .�,� 10. Lubricate the following:Pipe exterior, boot interior, boo} exterior, S.S. bands poured against undisturbed earth.
ALL MAN H OLEs ,c"?,r " ' ��� s' " (Top & bottom) P 1. Use heavy duty traffic Ltd marked "WATER" (or "SEWER" if applicable). 2. Fittings are to be completely wrapped with plastic, prior To pouring concrete.
MOORBASE NOT PERMITTED 11. Place manhole opening over the effluent lane. 2. Valve box finish; Asphalt coated 3. Concrete to be minimum 3,000 psi. O 28 days.
ws NVILLF PDo a b"P „"" CITY of JACKSONVILLE "'P""a` �"°66Y Nv`tre °�'® "^m °°P„--- d gsONvu`� °e"` "°`"°a"" CITY of JACKSONVILLE °°�""""'�"4nae gsoxvnte la ea P.eraa•.�. CTCY of JACKSONVILLE "� "'""
�cP.Oem11a CITY of JACKSONVILLE �c ry� ro.ea n �yL N
1 ryC lad."n.Rla, N.a ri111 ItSa wrm TIN ,ArlYxtVpL1 xrA„DAao y1QR'A1[Ite ear �'" hr IeLmalea N.0 1eS41 tea wm, rxe JAolso,lrnle arA„DUD lreD„pall,lal om.r '�' ,ati•oaalea. N.0 21641 II® wDll axe uaraa„ruw arA„oA.p etdlrlrw=lR,la der
LrbLDr®I, N.C.Y11t ale wag 11a1 aAQHI1VDJB arAWARD BeplrAlpeS M.r
�"* lCw,a IerAa. a".• �"v lcua tmAa.e �%w 1r�1e
STANDARD ECCENTRIC TOP N Taaek a53101 �--^ " ` STANDARD SLIP TYPE Na Tae� 2513.01 -- 4" to 12" STANDARD TAPPING *"
a a t �� STANDARD ECCENTRIC TOP _� �, w .s' VALVE BOX DETAIL R'�.1mft ; `�'.m ., �°° SLEEVE and VALVE ASSEMBLY
n a., PRECAST MANHOLE DETAIL ,m 1eN a 1 '`' " se PRECAST MANHOLE DETAIL _
t '
t 0 Y
el
Y'E
u
4
la EP
4
-
-
E
FE °
E
Y
t -
E c
k
zo
_ E�
e
a
mpe c
rE:,n
'
o
F'
Y -,
m
I
bO
_
>
E �
t°
t,°y
F-
F
t
F
I
hoa-
T,A=..
-
I
i
I
N
^a z a Q
^�'rc Illxo,-mom
�,g�yi u �1'SQ III �k'anw �z o
yaN1W ZJ K
BAD( CJRB Mace - ��anm 20
PAINTING REOJHtEMEN75
COLOR
BONNET, CAPS
FEDERAL SAFETY RED
BARREL
FEDERAL SAFETY RED
SHERWIN WILLIAMS OR APPROVED EQUAL 2 COATS
0 E rp;T 1'-CE:`i F,1 � teal. o im b; <.=PI rl .se -i-9 Eyloer• __. __. __.-.--'15,"1'; JF]fi - 1. 0} =N
l t Is PrDv red b. 'PIafJ C'_n_ull -9 Engineer- ORin^ or'Ifi 1'.:I?.1? oN
Il.l n'r Prr•dM by /,VVb,\ rn-r 11 nr I rrj -nerr. Gei->;'20.:5 - 12:Id: I6 PN
UNPAVED AREAS PAVED AREAS
A
141-ELEVATIONELEVATNNOTES;18"
f
MINIMUM COVER
13 REMOVABLE KEY WRENCH
1. Cleanout stack shall extend a�II-„
�- III-II`-II"'I "-Ilr
a" OR 6' SCH.
/1' ;/ 40 PVC PIPE
W/OETENT
�REMOVABLE PLUG
SEE NOTE 1
SAN'TAR"
-EF-wrE
(Rv D-HE
4" or 6" SCH
40 PVC PIPE
LING SNEER
93' ELBOW-
BRASS PJG m minium of 18 above grade for
new construction until service is
III �iti��1s connected and/or finish grade is
,� I�-�•%•� established tleanou}s shall be
Installed at grade for existing
R services unless otherwise directed.
18•• Mwwt,M 2. The full length of the service
I SEE No'E 1 trench shall be compacted in 6"
layers with mechanical tamp.
3. Tee, Wye, Lateral, & C.O.
assembly must be bedded in No.
67 stone. (see sanitary sewer
IkISN D
I Tine trench detail 531.01 for
gravity moans.)
I IURADr
4. Service saddle may only be used
l when approved on a
case -by -case basis by City
Public Services Director.
� SCREW TYPE PLUG
I (BRASS) MUST BE
ROADWAY FAT,-
2' BELOW BOTTOM
DETAIL PER PINS ----•-A
,. OF vAI.ME cox SAP
WHEN Si1lER
CLEAN- cur IS IN
AVEMEN_, INS -ALL
iNS10E A VALVE BOz,
SEE DETA L 51?
IiK
seoolNc
SEE DEAR
Ap SEE NOTE 3 53',01 -
- N0, 57 STONE
BEDDING TO TOP OF PIPE
(SEE SHEE' 2 of 3 FOR
\^' � CCNTN L'ATON)
.�,area6na swami. CiTI of JACKSONVILLE
tim Ize
.M.144.1141 use wTru T„e.:,lz.p„r,1�F sr,rmASP veclxurnJvs env 1P
TYPICAL PVC SEWER LATERAL NeT�e.Sela-' a
CLEANOUT WITH IN -LINE WYE " �",�'� ;HIM'; ''-•.A,„,
Flow
PLAN VIEW .
45' IN -LINE WYE
MATERIAL TO MATCH
SEWER MAIN. (NOTE 4)
IB" MINIMUM COVER
I' OR 6" SCH. 40 PVC
>-SEE NOTE 3
i
N0.
� „TLIi BEDDING
67 STONE
TO TOP OF
•'-'t
�
-YA� PIPE
PVC
1/8 BEND
Y-T
PROVIDE
TRANSITION
III COUPLING
AS
NECESSARY
_
l I
11.=
IT -III- SECTION
I --II II III II- i di'
A -A
l i I
III II II II -II
45'
IN -LINE WYE
MATERIAL
TO MATCH
SEWER MAIN (NOTE I)
CITY of JACKSONVILLE
P.O.em 1,1
C /44amMap N.0 J$T41
II.W MDIi TMe IAfLKNMIx SfANOMD e@MCATp,e (RILY
' TYPICAL PVC SEWER LATERAL
=s r3 �3
CLEANOUT WITH IN WYE
-LINE
; �'
PVC 1/8 BEND < ,
1/4' PER FT ROPE MN a � \ /
1� PVC NIPPLE (LENGTH AS NEEDED)1"f 16 I 4' MIN. S0. OPENING MIN.
i L
-. SEE NOTE 3 i I • , 'D 3
-T N0. 67 STONE BEDDING l ' T -
dlld I I =11 J 12 Cl. MIN
II- TO TOP OF PIPE I I T.. SEAL ALL u i W/VALVE PROVIDE 1" DIAL
PVC 1/B BEND ,ter 1I L SEE SHEET OPENING IN� OPEN P BUTYL RUBBER
III- f.'1 T OF T FOR SEALANT IN ALL
PART
8 1 JOINTS
IIL11-9�11T., 16 12 1MIN. 14IN. 12 16
O K
,;III „7-r{Y 1C NOTE:
.III 1 v �`d I� 'r ' • II CONNECTION
CITY PROVIDES ci 2!1 � 4X ENCASE SERVICE
METER, CONTRACTOR 7 5 2 N z 3 4 2 5 7 15 n
1 -1K IN No. 67 STONE TO PROVIDE ALL
N
OTHER MATERIALS d '
4" OR 6" SCH �`�(-, r,' II. AND INSTALL
40 PVC PIPE C}' j METER & VAULT.
,. ii- DEEP CUT SERVICE 14�P
F
w CONNECTION DETAIL
i J � 1' MIN. S0. OPENING MIN.
'• L �„fr,i[ �.';} �- I ! _ ENTERED OVER METER
PROVIDE TRANSITION
COUPLING AS r �, F ] I �Ft''' • NECESSARY PVC 1/8 BEND
/5' IN -LINE WYE-
MATERIAL TO MATCH
SEWER MAIN (NOTE 4)
'.�;,; "'�ce'"'0e CITY of JACKSONVILLE
emr®q N.C.1aS11 tDe e,m Tse,Aouatwul arAlwUo NRTr1cATmla aa.Y
TYPICAL PVC SEWER LATERAL
CLEANOUT WITH IN -LINE WYE
i
CC
© O 00©
B' MIN. N0.
t �� 57 STONE
�UNDISNRBED
SUBGRADE
.-I
J
Im o
6. PLAN VIEW 6"
MIN. MIN.
CITY of JACKSONVILLE
r lammsela,NLaWI tab lwfe t)m lAti]RIYn+. RAtDxMD e'eQllAT)tiq ear
STANDARD Y & 4" COMPOUND Ne ads
WATER METER ( U.G. VALILT) °; 9
NOT RELEASED FOR C NSTRUCTION
SEAL
10140
NO�N��P•g `: I
K.
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] FAX: [phone]
License No.: C-2553
GENERAL DETAILS
PREPARED
TUSCANY VILLAS
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE &ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JUNE 2, 2011-r�ciff -AjI
SCALE: AS SHOWN F.B. 746, PG. 4
JOB # 2810030 FILE NAME: TUSCANY VILLAS i 'I''C 12
SHEET 6 OF 7
B' MIN. N0.
t �� 57 STONE
�UNDISNRBED
SUBGRADE
.-I
J
Im o
6. PLAN VIEW 6"
MIN. MIN.
CITY of JACKSONVILLE
r lammsela,NLaWI tab lwfe t)m lAti]RIYn+. RAtDxMD e'eQllAT)tiq ear
STANDARD Y & 4" COMPOUND Ne ads
WATER METER ( U.G. VALILT) °; 9
NOT RELEASED FOR C NSTRUCTION
SEAL
10140
NO�N��P•g `: I
K.
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] FAX: [phone]
License No.: C-2553
GENERAL DETAILS
PREPARED
TUSCANY VILLAS
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE &ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JUNE 2, 2011-r�ciff -AjI
SCALE: AS SHOWN F.B. 746, PG. 4
JOB # 2810030 FILE NAME: TUSCANY VILLAS i 'I''C 12
SHEET 6 OF 7

LINE TABLE
LII
N ' 1'
'W
18.99
UNE
BEARING
LENGTH
L12
10.45
L1
S86 5'1 'W
6.29
03
N7
4.80
L2
S26 9'57"E
20.00
LI4
N 4' 7'W
5.13
L3
S16'04'5'E
10.18
LIS
N
5.94
L4
508'48'46"W
34.96
L16
502*17'42
11.65
L5
N736-59
10.49
L17
7'41'W
8.20
LB
N80'56'09"W
9.44
Lib
N6,91VICE
12.48
L7
NOS'50'27'W
10.84
L19
N
12.00
Le
N6712'10"W
4.62
L20
N '1 '
43.65
L9
NB 18'48'E
18.57
L21
N
28.09
L10
I NOOm57'03'E
I L22 I
SQ5'I8'O7'W
1 9.98
CURVE
TABLE
CURVE
CHORD BEARING
CHORD
I
DELTA
RADIUS
ARC
TANGENT
C1
N CW
8.38
'
255.00
8.38
4.19
C2
111
47.14
1 1 4'
205.00
47.24
23.73
C3
N7 '4
84.15
1
255.00
84.54
42.66
C{
'31' 'W
43.21
1 4'
205.00
43.29
21.72
C5
N 4'W
30.15
9710F
20.00
34A5
22.94
C6
N05' 4'W
6.74
1
205.00
6.74
3.37
C7
S1 t
56.94
1 '4 '1 '
255.00
57.06
28.65
C8
N14 '1 'W
41.69
4 '4'
1DO.00
42.00
21.31
C9
94AS
7' '
1DO.00
98.83
1 53.57
C10
N64
12.86
255.00
12.86
6.43
C11
N74' 1'
11.12
17'
36.DO
11.17
5.83
C12
7 '54'
15.84
1
2632'1.3*
34.50
15.98
8.14
Ct3
4 'W
26.08
20.DO
2041
17.20
C74
1 • '11'
44.74
1 9' 8'
138.00
44.94
22.67
C15 j
1 '
28.47
44' 4'
20.00
31.68
20.26
C16 1
1417
17.07
122,26,
50.00
17.15
8.66
OPEN SPACE REQUIREMENTS
REQUIRED 1200 S.F PER UNIT
32 UNITS X 1200 = 38.400 S.F. REQUIRED
OPEN SPACE PROVIDED = 59,438 S.F.
0 ^
'ilia co
drag / REZONED LTIAALL USE \ / N EIP
LEGEND: \ \� Building / I - i' \ g�ddln9 / \ \/� / 6p /
M.B. = MAP BOOK r'ta; Buildin :��� EIS II\?g 3S8 \EXISTING r/an9
I I I \ DITCH \ / D.B. = DEED BOOK Building
PG. = PAGE `/ I g \ gU\\dln9 THE VILLAGE N COUNTRY CLUB o \\ \ 4 r \
EIS =EXISTING IRON STAKE THE VILLAGE IN COUNTRY CLUB ; t5 L
r MLLS. SECT 24 EX. MH y
SIS =SET IRON STAKE M.LIDE -731 / I / ` SLIDEM.11.35 P.224� $ 6� ry6�/ s 0�5 \�\0 46 WESTMINSTER SLIDE E OFFICE CABIN
EIP =EXISTING IRON PIPE SLIDE J-731 AL27 P.131
RECOMBINATION OF LOTS 12 k 13 -. L J \ \ SLIDE J-73t MN 1 tla. e"R J0.14\ SECT n
J ANO ADJOINING PRDPER7Y : 3A' - y 9 �J -\TPA ZONED R-7
ECM = EXISTING CONCRETE MONUMENT THEE IN COUNTRY CLUB I _ ;t� 11 i
SPK =SET P.K. NAIL a`� wLLS, SECT,
(BM) = BENCHMARK (NGVD 29) 1 ' M.B.36 P.165 RECOMBINATION OF LOTS 12 k 13 \ /L
AND ADJOINING PROPERTY RECOMeINA71ON OF Lars 12 k 13
R/W = RIGHT OF WAY 2s' p� AIDE J-91z THE VILLAGE IN COUNTRY CLUB I AND ADJOINING PROPERTY THE VI HILLS, SECT �A1 CY CLUB v5 3
._ _, HU.S, SECT In-C THE VILLAGE IN COUNTRY CLUB M.B.35 P.224 S M.B.L. =MINIMUM BUILDING LINE O 3- - _ Aa I M.B.36 PASS HILLS, SECT M-C �I SLIOE ,1-731 \ 1 � �Z \t p5
CA = CENTERLINE Y ' _ �3 NE - �s SIX. M.X. ODE J-912 I �� 962 EX .H 6 / p6� \ 3 \
PP = POWER POLE HT - _` spa L TOPVD.2s9 �, �Nv. zs.os �`
Ar hA MHt // `7 \ \ �j / "N EIP
PPLP = POWER POLE / LIGHT POLE 3j S0 t0 M& DER _ X. SEWER } / - ' \ 4'
-E -E- = POWER LINE k O.kUE 9274' - A
CO = CLEANOUT - __ k - - - - 31 22 - zs EIS-
31.32 0019'35` W 201.40' 0.61' yo 1M130
WV = WATER VALVE 1�EIS •T2 o p + &; UME EIP
WM =WATER METER - - - - x 31.24 0.001, EIP 148.5_0' \�, MAIMRAL BUFFERx 30.4 � r1 _ X 33�j FH =FIRE HYDRANT - - _ _ _ - % _
S.T. = 10'X70' SITE TRIANGLE - - 34.Sa _ - - x tG� SSMH = SANITARY SEWER MANHOLE x MH -
TB =TELEPHONE BOX � x
EOP =EDGE OF PAVEMENT s -��. 35 �\_ .y6 ------------------- - =4 -- 3 �a�\\ \\\ \rN \1
�\ �- -_
7 0 P 3 4. - - - - - - - - -
a =TRAFFIC FLOW EXISTING �3/4.t2x // 36.14` \ \Nv zz7 - - - - - - - - - - - - x 35.47
= TRAFFIC FLOW PROPOSED x 35.88
_ ' \
----- - - - - -- x 35.90 _ ---- \ \ \
- - - - - _ _ _ _ _ _ _ - - - - I / \•FH l36 Sol--------
0 =FIBER OPTIC CABLES x _ - \
FES =FLARED END SECTION --1 // - O \ \
= PROPOSED STEEL SECURITY LIGHT
= YAUPON HOLLY �I I F3425 - 56g57- 37 36.50 \
=RED CHOKEBERRY - - , -
y�- 3 0 7 37.55 x 37.37
=RIVER BIRCH I - 4 / / �R I 37 cq
x 37\43
SF = SILT FENCE / 2 37.26 \
GW = GUY WIRE � - / \ N \
EB = ELECTRIC BOX x-a5 V'/ 1 - 7102
+00.00 = EXISTING GRADE6'gWER _ TOP
28.40 x 37.86 i x 3 .O6 \
r® =PROPOSED GRADE - / �\ - - - \\ x 2} P
TP = TOP OF PAVEMENT ` ] �! _ _ _ _ _ - _ - -/ - - - - - - - x 37.
TC =TOP OF WALK _ _i� II /�I I l\ _"-------+_----- 8£_------------= / j',-� ' TC =TOP OF CURB rS
BO CONCRETE BOLLARD I o _ _ - m �r -� �- - pa36 57 \ A
GN X 38.OS - - - - Q - __=�41'S3=E. �- s ��T=-� \ 1NNs32.55 /
STOP _ STOP l 36.0 1I ! xj� 'j 6' STREET LAWN �_131.67'�_ � � � _ _
_J fff .30 \ Rom- wV.
P0224) /
�a
\ THE VILLAGE N COUNTRY CLUB
HILLS, SECT M-C
�\ M.8.35 P.224 /
SLOE J-731
/q r 0.13OFFUNE
.9� /
'\ EIP
1�1 9N
\\ 9
603
I ',
\1\�
06
;`o
VICINITY MAP
NOT TO SCALE
WESTMINSTER OFFICE PARK
SECT 9
M.B.27 P.131
SLIDE E-309
ZONED R-7
F
I I
I �
c
_v
� Im
LINE I U
I= m
N=
a.
1141 0 p
F
XNs28 35 � _ \
\ ,N �(•®.ov W
co
EIS E..i /
ESL M.H.
�- TOP 37.67
11 NV. 29,04
37
so WPM
Gy
EIP Elp \ F = /
1 1n In
as
SIGN (NOTE FX C RBLLES ^ ��-- \
DBL = DRAINAGE BREAKLINE J I I / Q 34 247 70 -- M - _ T4jV-35 1 x -\ _ '/ /
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P = HANDICAP PARKING SPACE z� ! m =ni1c 39'µ DRIVE _ 50R/W PUBLIC)ov=3e.13"-W.V.= ='= S �-• / / -
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-' - = GRADING LIMITS F- a u b / s6-FIRE,L91E / _ _ _ _ - - - x 38.80 x 38.61 \ //!//� 0 96 / WESTMINSTER OFFICE PA K I 'j
SECT 1 p�
_ \ / / /M.B.27 P.131
CB = CATCH BASIN Q a / I / - - TRACT 3 \ , / !!�!/ ZONED
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DI = DROP INLET \ I / S TTOOP 39.4s 2.6$ AC. - _ - - - - - - - - - - 38.39X \ / /! ! / RESIDENTIAL RK USE
INV 29.09
JB =JUNCTION BOX / x 1 g 38.93 _ _ - , x 38.87 I 92123
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DOUBLE CONCRETE BLOCK FILTER .x - - - `X\ - NSF
39.44 x 38.72 II I
x I�
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39.66 ZIOUDEEDER-7 °i
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39.33
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TRACT DATA
ZONING = TCA
EXISTING USE = VACANT
TOTAL AREA = 2.68 ACRES
WATER\SEWER = CITY OF JACKSONVILLE
SETBACKS: INTERIOR- 10' FRONT, 5' SIDES, 5' REAR
CORNER- 10' FRONT, 10' SIOESTREET, 5' SIDE,
5' REAR (PER TCA ZONE)
PORTION OF TAX MAP 351 PARCELS 8.27
D.B. 3022 P. 933
LOT#1 M.B.52 P.210
POWER COMPANY = JOEMC
REF: D.B. 3022 PG. 933
M.B. 52 PG. 210 SLIDE L-1785
1� v r
3S
+ Et5
39.18
70 OFFUNE
24•' FES
s'9
I IN
INV=36.00
-
I 17%
16 i
WESTIAINS7ER OFFICE PARK
I WESTMINSTER OFFICE PARK
M.B.22 P.185
S C-53
10E S3
SLIDE
SLIDE C-53
ZONED o
ZONED ONON
n _ 030 NATURAL BUFFER n
7.
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(1��11uu11yyYYbbO 3 I` s. "� - - - I 0.40' 2W "UE �
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INV=35.30
I ` I� VII�IIIII WESTMINSTER OFFICE PARK
T 55
RO.22 ZONED Odd �-Building -- _-
�
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUP,ERVISKTV:r(DEED REFERENCES SHOWN
HEREON); THAT TH@` OWNUA kOT SURVEYED ARE
CLEARLY INDICA AT�.iE.. .DF PRECISION
AS CALCULATE( 000.^ MY
ORIGINA SIGN�FT>s@t ICENSUR �3 AN SEAL
THIS- DAY OP,�20 A .
JOHN L. PIE E P:t 5�,-1
''1❑,,r,po
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WESTMINSTER OFFICE PARK
M.6.22 P.185
SLIDE C-53
ZONED Odd
U-�� H0� 0 Sao
�
NOT RELEASED FOR C STRUCTION
- 32 oe
:Xd .10
ra4 m ww OD
m wo p \ \ EXISTING CONDITIONS MAP
b OF
TRACT #3-LONGBOURNE
SHOWING
TUSCANY VILLAS
OWNER/OEVELOPER:
DUPLIN COUNTY INVESTMENTS GROUP, LLC
PO BOX 417 PINK HILL, NC 28572
252-568-4271
REVISIONS
6-23-11 PER CITY TRC
O �
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W
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to
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JUNE 2, 2011
SCALE: 1"= 40' F.B.746, PG. 4
JOB # 2810030 FILE NAME: TUSCANY VILLAS
GRAPHIC SCALE
( IN FEET)
I inch = 40 ft.
SHEET 7 OF 7