SW8060704_APPROVED PLANS_20060721

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
.�fXfXpU ZoZ I
YYYYMMDD

47,55'
46.00
40' D&U.E 49 9
1
49 5
_ +S 64
4J� S 00.57,SS
Q50.59 33
5o.a_ 7 t EIS
1
�N ,94", -
' +49.91 !/ �
I ZONE r R-7
J NORTHSIDE AT THE COMMONS 5D.57 4
O SECTION IV 50.23
M.8.35 P.90 SLIDE J -837 `�_ ' I +49.89
+49.92
co
O '9 +/ S' _
s2
50.07 49.31 +49.18
9.65
_ +�0.09 / ZONE I
ON +49.36
' G +50.{7
1 sfo I
45,75 `f
EIS
+ 0 +49.87 8.
�7. � +a9.26
49 �
v �
Q' +49.5 V / 49.14 r
_5"
MH 6*` w + .60 / \
rEx 47 0 Bb /
INVr43.90 ` ` 4QCp rf�N �I4�.7� 48.52 + w 49 +50.56
8 Dip
rH r46
yy �O 48.86
` � 49.45 1S' RCP
49.3 49.31 49. 6 49.49 1 / -I it
SD.79
` 49.02 9.49 ' `50.77
To a '_ J , M8L
674
a `
49.2 R9 49.S
V= 49• 4 .
49.D�R9flyT 1DFyIAL �MPito41Z 4
Ofi
oc
50
O 9r; R � �0
(9ti �` de
49. ,ryN c49.10 ..
SITE DATA:
NUMBER OF LOTS = 1
NUMBER OF EXISTING BUILDINGS = 0
EXISTING USE(S) - VACANT/1•iNDEVELOPED
PROPOSED USE(S) - APARTMENTS
TOTAL SQUARE FOOTAGE OF EXISTING BUILDING(S) - N/A
NUMBER OF UNITS IN EXISTING BUILDING - N/A
SITE ZONING - CU-B1 & 0&1
TOTAL ACREAGE - 314,322.76 S.F (7.22 AC.)
MINIMUM LOT SIZE ." N/A
AVERAGE LOT SIZE = N/A
% OF SITE DEVOTED TO OPEN SPACE = 100%
OWNERSHIP STATUS (RENTALS/LEASED): DEVELOPER OWNED
MAP BOOK AND PAGE NUMBER = N/A
DEED GOOD AND PAGE NUMBER s DB.2429, PG.636
TAX MAP AND PARCEL NUMBER = 345-10.21, 345-25.32
I REF: DB. 2429, PG.638
EIS +47.40
4�
a
N /F
1ST WILMINGTON PROPERTIES
D.B.1590 P.719
ZONE - RS-7
o\ \
:`a
47.42 ~ +4-8.20
EIS / \�
\\\ 5.34
ZONE RS-7 / / \\ +47.57
o
N \\\
R / \
1ST WILMINGTON PROPERTIES
D.8.1590 P.719 / 7,7z /
by 2 + \�
47.67
30' D .E (PUBLIC) 9 /
/ EIS 47.27
��- �
4KJ'Z 42" E 1A0.80 4 .23 / / +47.90
S ��ox• r1s.g5
MBL�
48.31
\ 6y
48.0 +4.8.28
(+4s O AO
� SMfALE 7.70 44. 3
48.32 4 .27
48.53 i
+4 10 / w
48.30
an
0
raj 46.83 �
48.36 8. 1
AREA r
314,322.78 sq.fL
7.22 arns
/ ZONE r CU-EH +47.99
4 .9
4 .44
48.76
4 6 48.44 47.91
47.85+ 7
4 .3 �x
+40.69 48.29 7
J
+48.40
a 48.48
` +49.94 49.11+ 49.03 +48.73
+� +48.68
m
49,01 MANHOLE -
48.67
46.75
48.6� Q
33.7' 48.,
4a.45
IN Tr43.�'81 48.65
+49.15 \ +y
48.97
El
i
An /
47. \�
+47.47
- 35' MBL -- -
S te_ E)OST 6" W.M. (VERIFY 47 1 + .7 20+t
+49.69 LOCATION DEPTH
49.69+ +49 S'RCp e47.62 CHECK VALVE
/ / r
EIS / \
45.53
\
47.56 \ `/
43.76 47.0
�. SF
$ �r� \00
\ < N /F
\ \ 47.9 AUTUMN RIDGE
\ \ / D.B.1742 P.119
+47. \ \ ZONE = CU-B1
\ 47.04 (APARTMENTS)
+4 81 \
\ 4708
\ 44. 2 \
+47.8D
47. 3 \
\ \ 47.4 /
1 \
+46.72 \ /
44>,04��
446. 6`
+47.12
\ \ +46 47 \3
4 04
4 . 01 \
T -_ -- 5` MR +46.62 p
45.81 CHECK VALVE
ST CVERIF'Y- IN1�44. ~ 46.46 4AMANHOLE -
LOCATION & EPTH� _ 15" R ����
VICINITY SKETCH
NOT TO SCALE
49.26 1/ 49.74 \ 49.36 \ CURBING TODBE REMOVED �TOPs4 .65 47'88 4t3.[u an.�5 9�as 4i.37 \ 4i.:
x _„�� n � INY�41 rs
37.0' 49.1 48.62 48.11 y� +
-_-79.22 .42 �cDANIEL IVE - 60'R/W (PUBLI ) n +47.� --8.24
a INY-43.� 7.74 eb
1
4 EASTING SMEWALK 7.80 48.05 NG SM1D_E ALK
s.,
EXIST 8" SAN SEWER
47.97 ., TOP-47;82 48.33
I;
SIS - SE IRON STAKE
EIS = EXISTING IRON STAKE
D.B. - DEED BOOK
PG. - PAGE
M.B. = MAP BOOK
ECM - EXISTING CONCRETE MONUMENT
SCM - SET CONCRETE MONUMENT
D.& U.E. - DRAINAGE & UTILITY EASEMENT
PAINTED STOP BAR
- HANDICAP ACCESSIBLE
o - PROPOSED STOP SIGN
HC - HANDICAP ACCESS
1, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE;,
CLEARLY INDICATED; THAT THE RATIO OF PRECISION- ,I�r."%,,
AS CALCULATED IS 1:10,000+; WITNESS MY
ORIGINAL SIGNATURE, LI}RE NUMBER AND
._�
THISL2_ DAY OF _ 2U ��'• y _
SEAL =
r L-2596
J0 CE .L.S.r �L-2596
L
ill 111II110\0
48.29 48.57
NOTES:
1. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER
WATER AND SEWER MAINS
2. THIS SITE IS IDENTIFIED ON THE CITY OF JACKSONVILLE'S SIDEWALK
PLAN
3. THIS PROJECT REQUIRES 10 ACCESSIBLE PARKING SPACES. EIGHT
SPACES SHALL BE PLACED AT THE A -TYPE UNITS, ONE SHALL BE AT
THE CLUB HOUSE AND THE FINAL SPACE SHALL BE LOCATED FOR
THE B-TYPE UNITS.
4, THE PROJECT REQUIRES EIGHT TYPE -A ACCESSIBLE UNITS AND THE
REMAINING GROUND FLOOR UNITS SHALL BE TYPE-B UNITS.
5. THE BACK PORTION OF THE PROPERTY IS -WITHIN THE ETJ AND AN
ANNEXATION PETITION WILL NEED TO BE FILED.
6. BOOSTER PUMPS ARE REQUIRED AND ALL WATER MAINS SHALL BE
LOOPED.
7. THERE ARE NO NCGS OR USGS MARKERS WITHIN 2,000 FEET.
8. CONDITIONS OF CUP: SUBMISSION OF A SITE PLAN (MEETING ALL
APPLICABLE DEVELOPMENT STANDARDS) WITHIN 18 MONTHS OF
CONDITIONAL AND SPECIAL USE PERMIT APPROVAL AFTER *41CH, THE
CONDITIONAL AND SPECIAL USE PERMITS WILL BECOME NULL AND
VOID.
9. BUILDINGS ARE TO BE WOOD AND HARDI-PLANK. THIS IS TYPICAL
FOR ALL BUILDINGS.
10. THERE ARE 6 TYPE -A ACCESSIBLE UNITS (SEE LOCATIONS ON
BUILDINGS) AND ALL OTHER GROUND FLOOR UNITS SHALL BE TYPE-8
UNITS.
LINE TABLE
LINE
BEARING
LENGTH
L1
I S88' 1'13"E
1 4-63
it +
46.62
3
el
7
46.88
7
46.70
�CpBp�
g�
1NV-44.1763
47.10
I
�r46.7T"��}a6.70
46.92 n
'
I
TQP� 4¢.7
47.16
�I111 44
� =47.41
INV -43.94
CURVE TABLE
CURVE
CHORD BRG
CHORD
DELTA
RADIUS
ARC
TANGENT
C1
S18 4'20"
44.33
5'17'53"
479.62
44.35
22.19
C2
50 8'1 "E
1 139.31
17'14'0 "
464.85
1 139.84
1 70-45
OWNER ELOPER:
JOHN A. PSILOS & BERRY KRATSA
106 COJACK LANE
WILMINGTON, NC. 28409
[phone]
PROPERTY ADDRESS:
MCDANIEL DRIVE EXTENSION
JACKSONVILLE, NC. 28546
APPROVED
NORTH CARDLINA ENVIRONMENTAL (/
MANAGEMENT CO MMISSIDN i �,J f 4v
DIVISION OF WATER QUALITY 1 i��'i- (, 6 20n6 i
SSW 8 %070H
EXISTING CONDITIONS
SHOWING
CH ARLESTON PLACE
PREPARED FOR
JOHN PSILOS & BERRY KRATSA
JACKSONMLLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE - SURVEYING
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: DEC. 4, 2005
JOB # 2551033 F.B. P.G.
SCALE: 1 "= 40' FILE: PSILOS, JOHN (BASE 12-20-05)
(WAG) REVISIONS: DEC. 19, 2005 (TRC), JAN. 16, 2006 (TRC)
REVISIONS: FEB. 10, 2006 (TRC)
GRAPHIC SCALE
40 0 20 40 SO 1E0
( IN FLT'r )
i inch = 40 f S iCT i i
-f y , ,, .'...'y.. rl r�'r •j , t,r;. y i ,i t r+ I ,r -rl t, rKr,. ..,.y..-, at n.� d ..l'K rf' r1r1 ry �1=1+t,,�t'.�y't-5y:
�4 ,. i'1t
:.• ' tl1. ii ie �.'
•r F .l'i ... �.. i' .. �.. .i31 - y � � 3`� � ,. .. ti_.. ,�•f L11�

k ,ri lam. il1i► ..
1
40' D&U.E _
L 0 ,
_ EIS
-�
� Sol
a �
1 K
� r 9A� ' 1
(0 I
1 '
2 __ ZONE + R-7 '
NORTHSIDE AT THE COMMONS
O SECTION IV '
M.B.38 P.90 SLIDE J-837
�r F�
O $ '
LOOR
5 SIDEWj
v
S.F.
300 S.F.
sr Ol
• TEE 'A' I IRM
PROPOSED
EIS
ASPHALT y
� ' �
r�
S OI=A w 300
_J
TOP-49.05 �X �) 7I • •
INV-43.90 \ •
� �vcAno
T7pN � DE,� �'P1�r N •• � �
EIS
h
s8
EIS
Tm •I
ZONE = RS-7
N /F t>A
1ST WILMINGTON PROPERTIES
D.B.1590 P.719
DUMPSTER PAD - OPAQUE E WOOD 30' D&U.E (PUBLIC)
Qu 5
FENCE ON 3 SIDES. 8' OPAQUE WOOD
GATE ON FRONT. CONTAINS 2 DUMPSTIIRS ,�, x
I (D
EIS
5s" E � x C
'J IN
.0 �.52'4z• E Igp.8� PROPOSED wo
_ rMe •A• IIrRt'LI1 EIS . S CAppR0A, 119.95 POND #1 .�„ W
215
H�LJ I-BLDG. I ALT
4220
2 IBEDROOM 7
3 STORY BUILDING (24 UNI a
S.F. PER FLOOR - 9,436 Ln
TOTAL S.F. - 2t9,308 Ha + t
FF-30.QO
WOOD STRUCTURE W/SIDING
. 2t SIA`T -L] &I I I I I I I
I,' STOP
ZONE +Odd ASPHALT
213 S.F.
2p0
- 20 SP ES -
5® •
NJC TYP
#
�t
BLDG.
�
2 BEDR�
7
TYPE -A
I FNtST FLOOR
v
��
3 STORY BUILDING (24 UNITS)
L- --- ---
S.F. PER FLOOR as 9.430
111tapo6Eo >
TOTAL S.F. -��
ASPHALT
'50
I
WOOD STRUCTURE W/51DINJ
r_14
\ 24•o• PROPOSED 4 � 1 'oft
ASPHALT N -
SITE DATA `=
NUMBER OF LOTS - 1
NUMBER OF EXISTING BUILDINGS) - 0
EXISTING USE(S) - VACANT
PROPOSED USE(S) - APARTMENTS/CLUB HOUSE
SPECIAL/CONDITIONAL USE PERMIT SOUGHT - APARTMENTS WHERE THE TOTAL
COMBINED SQUARE FOOTAGE EQUALS OR EXCEEDS 25,000 S.F.
SQUARE FOOTAGE OF PROPOSED APARTMENT BUILDINGS - 140,994 S.F.
SQUARE FOOTAGE OF PROPOSED CLUB HOUSE - 4368 S.F.
TOTAL SQUARE FOOTAGE OF PROPOSED BUILDINGS - 143,030 S.F.
TOTAL SQUARE FOOTAGE OF EXISTING BUILDING(S) - N/A
PERCENT OF SITE DEVOTED TO OPEN SPACE -
NUMBER OF UNITS IN EXISTING BUILDING - N/A
NUMBER OF TOTAL UNITS PROPOSED - 120
NUMBER OF 1-BEDROOM UNITS - 4 UNITSAUOR (12 TOTAL)
NUMBER OF 2-BEDROOM UNITS - 8 UNITS/FLOOR (96 TOTAL)
NUMBER OF 3-BEDROOM UNITS - 4 UNITS/FLOOR (12 TOTAL)
SITE ZONING - CU-61 do Odd
TOTAL ACREAGE - 314,322.70 S.F (7.22 AC.)
NUMBER OF LOTS - 1
MINIMUM LOT SIZE - N/A
AVERAGE LOT SIZE - N/A
NUMBER OF UNITS;7
7
OWNERSHIP STATUS (RENTALS/LEASED): DEVELOPER OWNED
NUMBER OF PARKING SPACES REQUIRED (W/FORMULA PER SECTION 102)
(2 SPACES FOR 2 OR MORE BEDROOMS) J240 SPACES X 20% REDUCTION}
NUMBER OF PARKING SPACES REQUIRED - 195 (INCLUDING 8 HC)
NUMBER OF PARKING SPACES EXISTING - 0
NUMBER OF COMPACT SPACES ALLOWED - 69
NUMBER OF COMPACT PARKING SPACES PROVIDED - 0
NUMBER OF PARKING SPACES PROVIDED - 274 (INCLUDING 9 HC)
MAP BOOK AND PAGE NUMBER - NOT ONE RECORDED
DEED BOOD AND PAGE NUMBER - D8.2429, PG.638
TAX MAP AND PARCEL NUMBER - 343-10.21, 345-25.32
CALCULATION OF REQUIRED LANDSCAPED AREA - 1,618 S.F.
CALCULATION OF VEHICULAR SURFACE AREA EXISTING - 0
CALCULATION OF VEHICULAR SURFACE AREA PROPOSED - 113,253.30 S.F.
IMPERVIOUS SURFACE AREA (EXCLUDING BUILDINGS) - 115.253 S.F.
IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS) - 258.613 S.F.
REQUIRED LANDSCAPING:
REQUIRED INTERIOR LANDSCAPING - 8,795 S.F.
PROVIDED INTERIOR LANDSCAPING - 6,863 S.F.
REQUIRED EXTERIOR LANDSCAPING - 6,795 S.F.
PROVIDED EXTERIOR LANDSCAPING - 6,795+ S.F.
TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA) -
314,503 S.F. (7.22 ACRES)
IMPERVIOUS SURFACE RATIO - 0.62 (MODERATELY HIGH)
# OF TREES REQUIRED - 25
# OF TREES PROVIDED - 25
# OF SHRUBS REQUIRED - 202
# OF SHRUBS PROVIDED - 2002
POND #1
LINEAR FEET AROUNO POND - 358.00 LF
TREES REQ. PER 50 FEET - 7.16 TREES
SHRUBS REQ. (MUST COVER 50% MATURITY) - 14.32 SHRUBS
POND #2
LINEAR FEET AROUND POND - 359.00 LF.
TREES REQ. PER 50 FEET - 7.18 TREES
SHRUBS REQ. (MUST COVER WX MATURITY) - 14.35 SHRUBS
A `TYPE A BUFFER" IS REQUIRED FOR THIS SITE. IT WILL CONSIST OF A
6' OPAQUE FENCE COVERING ENTIRE LENGTH OF BUFFERYARD. SUCH A
SCREEN MAY BE COMPOSED OF VARIOUS COMBINATIONS OF FENCE,
PLANTED VEGITATION, AND EXISTING VEGITATION. SEE SECTION 115-3
OF JACKSoNVILIE'S CITY ORDINANCE.
69 SMALL TREES. SHALL MEAN TREES WITH A TYPICAL HEIGHT RANGE
OF MATURITY OF BETWEEN 10 AND 25 FEET.
46 LARGE TREES. SHALL MEAN A TREE WITH A TYPICAL HEIGHT OF
MATURITY OF 25 FEET OR MORE.
*AT INSTALLATION, DIRGE TREES SHALL BE A MINIMUM OF 8 FEET
HIGH: SMALL TREES BETWEEN 4 AND 5 FEET HIGH. ALL TREES MUST
HAVE A MINIMUM 1-INCH CALIPER WHEN PLANTED.
REF: OB. 2429, PG.638
=1,M
X
/ 260 S.F.
RECREATION
AREA
•
TYP
CI
AREA �*
q 314,322.70 sft. -'►
,7.22 acres
- CU-91
Lf JAS
a a
r
.: 3
m
19 _ \�S =�� • RB �j 2 S A S •
24 SF.
\ cU Eq \ r i►t ��' + NV-46 24 WLOCATION � (VERIFY
�` �� __
E 0 D "1r - - EIS - - - - - - - - - - r arf_ffr
`SIN CHECK VALVE
\SfWFR �� MANHOLECe
S ,
�g 53
INV-43 96
\ 33.7'
TOP W48.45
CnNS1RE,P_T1nN NnTRC• INV OUT-45.61
I. 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 SERVICES.
3. WATER AND SEWER SERVICES PROVIDED BY THE CONTRACTOR.
4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL
MEET VATH THE CITY OF JACKSONVILLE'S SPECIFICATIONS.
S. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE
FILL AS REQUIRED.
G. THIS STE 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.
R. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH N.C.D.N.R. STANDARDS AND SPECIFICATIONS.
9. SITE ACCESS: ACCESS SHALL BE LIMITED TO ONE DRIVEWAY AS SHOWN ON
THIS PLAN AND SHALL HAVE A CONSTRUCTION ENIRANCE/W:XXIT AND SHALL BE
20' x 50' x 6" DEEP FOR REMOVAL OF MUD MATERIALS PRIOR To
LEAVING SITE. (SEE DETAIL)
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T.
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETALLS.
11. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
12. MAXIMUM BUILDING HEIGHT IS LESS THAN 50'
13. AS 'MIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET.
14. ALL POWER POLES, POWER LINES. ETC. ARE TO BE RELOCATED TO ACCOMMODATE
PROPOSED CONSTRUCTION. CONTRACTOR TO COORDINATE WITH POWER COMPANY PRIOR TO RELOCATE
15. CONTRACTOR TO LOCATE ALL U71UTIES PRIOR TO CONSTRUCTION.
18 DEVELOPER TO INSTALL STOP SIGNS PER MUTCD STAND
37.0'
N /F
WESTERN BLVD,
1ST WILMINGTON PROPERTIES
D.B.1590 P.719 /
ZONE RS-7 MOOSEHAVEN
ROAD
/ C�ll 3; on8 1308
EIS / 0
E �Q \ 6
0eo
ZG
DLMPSTER PAD _ 9' OPAQUE WOOD � 9
FENCE ON 3 SIDES. W OPAQUE WOOD 1
GATE ON FRONT. CONTAINS 2 +
DUMPSTERs ,A
1d eurror •1
JACKSONVILLE
.... Twe 'A" su"a--p " EIS
VICINITY SKETCH
PROPOSED NOT TO SCALE
you 386 26011F. # POND #2tUCTURE C N/F
AUTUMN RIDGE
D.B.1742 P.119
• • #)t X X ® \ \ ( ZONE CU-B1
(APARTMENTS)
5' SIDEW TYP / \
-► 5 SIDEWALK lYP Cn
BLDG. #2 \
- �13 PA S - • a 2 BEDROOM \ /
N 3 STORY BUILDING (24 UNITS) \ \
252 S F. S.F. PER FLOOR - 9,435 /
b f- I TOTAL S.F. - 24,306 \
N � FF-49.00 I TYPE -A
-, WOOD STRUCTURE W/SIDING
• r., .-.LPA
LS
5 SIDEWALK TYP «-
•
S STOP • - J2 fAC 5 • \
vi ,� 200 �UF Tao SF. b
ASPHALT
-► 224 S.F. 200 &F •
lYP 231 S.F.
:•: - 5 JS •' STOP _ 8 SDACES 1 7
� b •�
S' • SIDEWALK • ,Yp
•i T / \
24.0' # i
BLDG. � 3 I F FL"
2 BEDROOM /
J o 3 3 STORY BUILDING (24 UNITS) L
$ �' PROPOSED S$ S.F. PER FLOOR - 9,436 ASPHALT
ASPHALT TOTAL S.F. - 28.308 \
• is # f '4'; FF-49.0 &3
N13� I WOOD STRUCTURE W/SIDiNG
PROPOSED : IM uC. CURB (TYP.)
ASPHALT• >- S.F.
S.F 250 \
• • � � 5' SIDEWALK TYP � \ \ /
• 366 F. • 9 SPAtS a • M < •e /
no S.F. 2e2 S.F. „ ♦, PROPOSED �
t ASPHALT ` 2,
- -• - - - - 35' MBL- -- - -- -35
-'""FIST rff ti�
VALST Br"�PI• <VERIFT" 44 pQ �
20' D&U.E LOCATII]N 8. DEPTH) INCHECK VE
15 RCP �-
ANH
_.- 5��-------Z'FII'LR(�AN±7E----- ------_._.,.: �- .. ..-_- _ _. .- - __ .� -�--
ANH !r snHeEr u1w
AREA OF S€DEWALK do CB CB
CURBING TO BE REMOVED ZQP-4�j.¢15
McDANIEL DRIVE -- 60 R/W (PUBLIC) Ce CB e
LEGEND:
SIS - SET IRON STAKE
EIS - EXISTING IRON STAKE
D.B. a DEED BOOK
PG. - PAGE
M.B. - MAP BOOK
ECM EXISTING CONCRETE MONUMENT
SCM SET CONCRETE MONUMENT
D.& U.E. = DRAINAGE & UTILITY EASEMENT
STOP= PAINTED STOP BAR
- HANDICAP ACCESSIBLE
o = PROPOSED STOP SIGN
HC = HANDICAP ACCESS
(SIOBE R1-1, 30• INSTALLED]
VEGETATIVE GROUNDCOVER
17.HPARKING SIGN IS TO BE ABOVE GROUND AND BE EITHER R-7 OR OR SMALL SHRUB
12-8 SIGN.
I& NO NATURAL GAS ON SITE.
19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN). Q - DECIDUOUS TREE
20. ALL CLEAN -OUTS TO BE HOUSED IN CAST IRON VALVE BOXES WITH PLAIN TOPS,
21, CONTRACTOR TO PROVIDE HANDICAP RAMP AS REQUIRED BY THE CITY OF JACKSONVLWS
SPECIFICATIONS. - MULCH GROUNDCOVER
22. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.A. MAP 3720438800J,
EFFECTIVE DATE NOVEMMBER 3, 2005 AND IS NOT IN AN AREA OF ENVIRONMENTAL CONCERNS. NOTE: ALL LANDSCAPE AREAS
26. ALL APPLICABLE FACILITY CHARGES MUST BE PAID PRIOR TO RECEIPT OF THE BUILDING PERMIT. NOT MULCHED SHA4. BE SEEDED
27. ALL SIDEWALKS, NEW OR EXISTING, SHALL BE FREE OF CRACKS AND DAMAGE PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY. OR SODDED. ,N%�'i41" trlr'rill�
28. ALL EXTERIOR LIGNTING SHALL BE POSITIONED AS TO NOT ADVERSELY AFFECT ROADWAY ����\` QLINA
TRAFFIC
OR ADJACENT PROPERTIES. I, JOHN L. PIERCE, CE T* A Ifi PLAN -,,WAS
29. A 'TYPE A BUFFER' IS REQUIRED FOR THIS SITE. IT WILL CONSIST OF A 6' OPAQUE FENCE DRAWN UNDER MY SU,I�+gldt AEI A6VAL SURVEY
COVERING ENTIRE LENGTH OF BUFFERYARD. SUCH A SCREEN MAY BE COMPOSED OF MADE UNDER MY SUP R Sf (D ED R DES SHOWN
VARIOUS COMBINATIONS OF FENCE, PLANTED VEGETATION, AND EXISTING VEGETATION. SEE
SECTION 115-3 OF JACKSONVILLE'S CITY ORDINANCE HEREON); THAT THE �) N RIE S ARE
30. ANY SNGNAGE WILL MEET ALL APPLICABLE STANDARDS OF THE CITY OF JACKSONVILLE, CLEARLY INDICATED; T E OF ISION
31. THIS STE IS NOT LOCATED ON THE PEDESTRIAN CIRCULATION PLAN. AS CALCULATED IS 1 ESS
32. AREAS NOTED FOR TRAILS AND GREENWAYS AND/OR REQUIRED SIDEWALKS SHALL BE ORIGINA SIGNATURE, -zl NSURE RUM I ztEAL
UNOBSTRUCTED FROM 6 INCHES BELOW GRADE TO 8 FOOT ABOVE GRADE (OVERHEAD THIS
DAY OF
CLEARANCE). TELEPHONE PEDESTALS, ELECTRIC TRANSFORMERS, DROP INLETS, FENCES, OR
ANY 01HER OBSTRUCTIONS SHALL BE REMOVED AND/OUR RELOCATED IN ORDER TO CREATE ` ' ,, � f)
AND MAINTAIN THIS CLEARANCE.
-1 ERE ARE NO NOTES 23, 24, 25. THEY HAVE BEEN DELETED- JOHN L PIER L-2596
INV�45 7b INV=V 83
EXISTING SIDEWALK
s �g EXIST 8" SAN SEWER -- - -- --r�
SSMH
OP-47.52 TOP-47.41
INV OUT 45.62 INV -43.94
52.8'
NOTES:
1. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER
WATER AND SEWER MAINS
2. THIS SITE IS IDENTIFIED ON THE CITY OF JACKSONVILLE'S SIDEWALK
PLAN
3. THIS PROJECT REQUIRES 10 ACCESSIBLE PARKING SPACES. EIGHT
SPACES SHALL BE PLACED AT THE A -TYPE UNITS, ONE SHALL BE AT
THE CLUB HOUSE AND THE FINAL SPACE SHALL BE LOCATED FOR
THE B-TYPE UNITS.
4. THE PROJECT REQUIRES EIGHT TYPE -A ACCESSIBLE UNITS AND THE
REMAINING GROUND FLOOR UNITS SHALL BE TYPE--B UNITS.
5. THE BACK PORTION OF THE PROPERTY IS WITHIN THE ETJ AND AN
ANNEXATION PETITION WILL NEED TO BE FILED.
6. BOOSTER PUMPS ARE REQUIRED AND ALL WATER MAINS SHALL BE
LOOPED.
7. THERE ARE NO NCGS OR USGS MARKERS WITHIN 2,000 FEET.
8. CONDITIONS OF CUP: SUBMISSION OF A SITE PLAN (MEETING ALL
APPLICABLE DEVELOPMENT STANDARDS) WITHIN 18 MONTHS OF
CONDITIONAL AND SPECIAL USE PERMIT APPROVAL. AFTER WHICH, THE
CONDITIONAL AND SPECIAL USE PERMITS WILL BECOME NULL AND
VOID.
9. BUILDINGS ARE TO BE WOOD AND HARDI-PLANK. THIS IS TYPICAL
FOR ALL BUILDINGS.
10. THERE ARE 6 TYPE -A ACCESSIBLE UNITS (SEE LOCATIONS ON
BUILDINGS) AND ALL OTHER GROUND FLOOR UNITS SHALL BE TYPE-B
UNITS.
LINE TABLE
LINE
BEARING
LENGTH
L1
S8 *31'1 3-E
4.63
CURVE TABLE
CURVE
CHORD BRG
CHORD
DELTA
I RADIUS
ARC
TANGENT
Cl
S18 4' "
44.33
517' 3'
479.62
44.35
1 22.19
1712
S 7'0 '1 8"E
139.31
1714'09"
464.85
1 139.84
1 70.45
Water, Sewer & Stormwater Design By.
CRYSTAL COAST ENGINEERING, P.A.
3817-8 P'EaMMM RAY - Hi7BERT, N.C. - WINIS
Phone [phone]a Fez (910) 325-DWO
www.crywtalooastenginearing.com David L Newsom, PE
SITE & LANDSCAPING PLAN
SHOWING
CHARLESTON PLACE
I PREPARED &
P � JOHN P s LoSBERRY KRATSA
JOIN A. PSIJACKSONVILLE TOWNSHIP,
106 COJACK &BERRY KRATSA
CK LANE ONSLOW COUNTY, NC
WILMINGTON, NC. 25409
[phone] PREPARED BY
JOHN L. PIERCE - SURVEYING
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PROPERTY ADDRESS& PHONE: [phone] DATE: DEC. 4, 2005
MCDANIEL DRIVE EXTENSION JOB # 2551033 F.B. P.G.
JACKSONVILLE, NC, 28546 SCALE: 1"= 40' FILE: PSILOS, JOHN (BASE 12-20-05)
(WAG) REVISIONS: DEC. 19, 2005 (TRC), JAN. 16, 2006 (TRC)
REVISIONS: FEB. 10, 2006 (TRC) MAR. 2, 2006 (TRC)
GRAPHIC SCALE
40 0 20 40 a0 160
( 1N FEET )
1 inch = 40 ft. SHEET 2 OF 11
0 AN ),dw 03/D2/�6 ©7 47137 AM EST
-- __ -
j ,T". •, r i � r:ti 1 ;r -T , r i , c.-},a rpy r' . Y:i 1't r rr- � r fir* r r. v r,•r.K
� j a ; .,
�'
i '�r e7� i ,1-�r 1`f l4 lr=,•, �fY.�li.

_ . -- - -`- .. ,.I • .._ t 1 S Lf E' .: ..: r, ' _ ! . i-Li. _
\ \ / 47.55 /
*/4Z
40' D&U.E
+49.844Z
8.
+
\\ S 64
J \
/ EIS+47ao
g8 / 4.
N 0��
� EIS
ZONE = RS-7
N/F
1ST WILMINGTON PROPERTIES 6F j
D.B.1590 P.719 7.72
DUMPSTER PAD - III OPAQUE WOOD 30' D .E (PUBLIC)
FENCE ON 3 SIDES V OPAQUE WOOD -`
GATE ON FRONT. CONTAINS 2 DUMPSTERS
-- �� EIS/ CLUB HOUSE
4.23 TOTAL S.F. = 2.366
COMMONS+49.91
ZONE R-7
NORTHSIDE AT THE M
i. . - I LIM
• SECTION IV
eJ ■►rir��
� RI2L�'T• . r
0.09
4878
EIS -49
+495
;. -
L�/'
• �: L
:ri�,>: �.. i.� : �,� , �;/�� sxs � � IL.arAc'.����'lyLr•[i'ua::
Jill
49.
\ `gReA
\ 49.06 I�RBIN�`T0 B
\Fk/ST �
49,10
DRAINAGE PIPE CHART
0'.1T LET
"F" G.90 1.-�4 1S" ,.. 53 -24
t.33 .0 2 '118
1.6 -2.5 24" 0.25 35
3.40 3.1 i4" 0.75 65
.. 3.18 14.9 1H" 0.56 45 _.,
f Arse <IQ ^c
:f : > 17 p,
Q-CIA
Q-281 x 111,RCP
Helnfo ad ?cnc
_c r,:n.
oulleea, Da-- �Frt;;
LF =
L:near c'Ael
11'.=/.17 in,nr.
FPS
'eet and
,u :
1 .
ha use NCDOT ap�. cve l R P
for a-
u neath
NCI f :: ' or FCic 1 :adways.
I.0 nL ,c _or
rn y ,- tTci 'r appr co 3^_P cr
HJPF. (2
,-1 1) 'r \-i
-,!her area.:
in'lud'.r dr_✓ew noes.
REF: DB. 2429. PG.638
TOP=48.17 CHECK VALVK\
GRATE=47.6 MANHOLE
N : 17 as.s7�
a8.75 �/r�1
\ O• 48.6� U P
33.7 as.
A9
"S.4a
IN T�45.91981 48.65
+49.16 + G
Construction Sequence: 48.97
A. Notify Engineer, Owner and Land Quality Section prior
to beginning construction.
B. Install stabilized construction entronce(s).
C. Install silt fence where Indicated. Install where
Indicated. Silt fence shall be maintained until the
area Is stabilized competely.
D. Construct stormwoter ponds. Install outlet structures.
Construct outlet protection where shown.
E. Rough grade site. Place R11 where required.
E. Install swales. Install swale liners (sod or stone as required).
Seed swale banks and other adjacent areas.
F. Maintain erosion control measures as needed to assure
full functlonabllllty.
G. Place ABC over compacted subgrode. Install asphalt
surface course.
H. Reseed and mulch shoulders and ditches as necessary.
I. Seed, fertilize, and mulch all disturbed areas within 15 days
of completing any phase of the grading work.
J. Permanent groundoover for all disturbed areas within 15
working days or no more than 30 calendar days following
completion of construction.
RIP RAP SCOUR PAD SCHEDULE
s..'I usina NI ;, 1)1 SSi Pa for Charts
Jh;L^r;=Y
LENCTH
WIDTH
TYPE
RRSP N (fps)
SONE
(feet)
(feet)
S-ONF.
1 1.c
2
5.0
2
8
5
C1"B"
_ 4.Q
2
10
5
C1
• 7.S
2
10
`o
C1'B"
L--
0
0
LJ
O
NO,
Li 49.
is
41-
0
48.69
RiNm��
Ifs • .;,,;.�,sp `
�'--��s1 II;Ij�I•Yi'T•Vv I %:•_v:•46 5�'e � e
�WIa,.F9r:1.3=.1';iy5��(•i.'!L..SS..Sa::.Zws:S'i•?, ,+..:::..?«�:�
N/F
1ST WILMINGTON PROPERTIES
D.B.1590 P.719
ZONE - RS-7
t
- 7' OPAQUE WOOD
CS. e' OPAQUE WOW
P
0
3
+47.09
VICINITY SKETCH
NOT TO SCALE
Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
a
SODDING
O
MULCHING
OM
RIPRAP-LINED CHANNEL
•qws�
SOD -LINED CHANNEL
LEVEL SPREADER
OUTLET STABILIZATION STRUCTURE
EXCAVATED DROP INLET PROTECTION (TEMP)
E3
FABRIC DROP INLET PROTECTION (TEMP)
CI
BLOCK & GRAVEL INLET PROTECTION (TEMP)
TEMPORARY SEDIMENT TRAP
SILT FENCE
-of-
ROCK DAM
�- V= ^ 1)
CHECK DAM ► 0
\ PROPOSED FINISH GRADE
\ \ / \j\ PROPOSED TOP OF CURB GRADE
47
\ PIPE LABEL ,•A•i
\
Ewsnrlc coNrolxt zs
PROPOSED CONTOUR -24-
r- BOX
6'\ \ TOP=47.45 11"`
BLDG. #3 '
2 BEDROOM
3 STORY BUILDING (24 UNIT
S.F. PER FLOOR - 1 ,436
TOTAL S.F..
FF_49.00
WOOD STRUCTURE W/SIDII
ST "
LOCATION &
w anszr useT-
1 a °0 INV- 3.92 \
L a6. 6 S \�
\ >s .1 ALT
as oa p� TOP=46. 7 ?VI\
4. 0 INV-44.0
J 4662
�2
CHECK VALVE
1S, L \ MANHOLE �i /
INV. 3.51 - �4 . 461,55
CURBING TO BE REMOVEP�TOP�4]e3
\ 48
INI 41 .,•�\» 46 *s T,yP1Q73 47.10
49137'D' 48.62 48.11 a6s2-+49.22 49.42 McDANEL IVE - 60,R/W (PUBLI b.11 46.7o++4
//7{/�7- // /
LEGEND,
SIS - SET
E IRON STAKE
EIS = EXISTING IRON STAKE
D.B. = DEED BOOK
PG. - PAGE
M.B. - MAP BOOK
ECM = EXISTING CONCRETE MONUMENT
SCM = SET CONCRETE MONUMENT
D.& U.E. - DRAINAGE & UTILITY EASEMENT
S® • PAINTED STOP BAR
�. = HANDICAP ACCESSIBLE
o - PROPOSED STOP SIGN
HC = HANDICAP ACCESS
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE,RATIO OF PRECISION
AS CALCULATED I ,a:10,QOO+; WITNESS MY
ORIGI-�Q SIGDNA %J3 SLRt'•J�UMBERA NO SEAL
JOHN L. PIER L. . tL]------
"IND SUP *',4:
HN �• \°
/�!'l11111Ilillll\1\\\\\
47.16
e 4 11ti
\\ 48.05 EXISTING SIDEWALK
/ :•� = Sj •' •. '
\ ey_ _ _EXIST 8" SAN SEWER - - - --�f 4•e SFAt
47.97 JQP�47.52 SSMH
46.33 - - - - - - - - - - - TOP=47.41 i s j e !;
NWOUT-45.e INV -43.94 .
49.29 48.57 �i nu i'"``
Water, Sewer & StorrTlwater Design By.
NOTES:
CRYSTAL COAST ENGINEERING, P.A.
1. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER 3e17-3 FRL'®ON RAY - HUBRCI', N.C. - 28539
WATER AND SEWER MAINS Phone (910) 325-OWS Fax [phone]
2. THIS SITE IS IDENTIFIED ON THE CITY OF JACKSONNLLE'S SIDEWALK El www.crystalooset nsine"110{.com David E. Newsom, PE
PLAN
3. THIS PROJECT REQUIRES 10 ACCESSIBLE PARKING SPACES. EIGHT
SPACES SHALL BE PLACED AT THE A -TYPE UNITS, ONE SHALL BE AT '
THE CLUB HOUSE AND THE FINAL SPACE SHALL BE LOCATED FOR
THE B-TYPE UNITS. \/ $PEGIAL NOTE GONGERNING WETLANDS:
THIS SITE CONTAINS NO WETLANDS. r�� 4. THE PROJECT REQUIRES EIGHT TYPE -A ACCESSIBLE UNITS AND THE GRADING, DRAINAGE & STORMWATER PLAN
EROSION & SEDIMENTATION CONTROL PLAN:
REMAINING GROUND FLOOR UNITS SHALL BE TYPE-B UNITS.
5. THE BACK PORTION OF THE PROPERTY IS WISHOWING
THIN THE ETJ AND AN CHARLESTON PLACE
ANNEXATION PETITION WILL NEED TO BE FILED.
6. BOOSTER PUMPS ARE REQUIRED AND ALL WATER MAINS SHALL BE PREPARED FOR
LOOPED. JOHN PSILOS &BERRY KRATSA
7. THERE ARE NO NCGS OR USGS MARKERS WITHIN 2,000 FEET. JOHN A. PSILOS & BPRRY KRATSA ONSLOW COUNTY, NC
106 COJACK LANE JACKSONVILLE TOWNSHIP,
NILMINGTON, NC. -54G" PREPARED BY
8. CONDITIONS OF CUP: SUBMISSION OF A SITE PLAN (MEETING ALL [phone] JOHN L. PIERCE - SURVEYING
APPLICABLE DEVELOPMENT STANDARDS) WITHIN 18 MONTHS OF
CONDITIONAL AND SPECIAL USE PERMIT APPROVAL. AFTER WHICH, THE
CONDITIONAL AND SPECIAL USE PERMITS WILL BECOME NULL AND 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
VOID. IPROPFRTY ADDRESS:
PHONE: [phone] DATE: DEC. 4, 2005
MCDANIEL DRIVE EXTENSION JOB # 2551033 F.B. P.G.
9. BUILDINGS ARE TO BE WOOD AND HARDI-PLANK. THIS IS TYPICAL JACKSONVILLE, NC. 28546
FOR ALL BUILDINGS. SCALE: 1"= 40' FILE: PSILOS, JOHN (BASE 12-20-05)
10. THERE ARE 6 TYPELL ACCESSIBLE UNITS (SEE LOCATIONS E (WAG) REVISIONS: DEC. 19, 2005 (TRC), JAN. 16, 2006 (TRC)
VISIONS: FEB. 10, 2006 (TRC) MAR. 2, 2006 (TRC)
BUILDINGS) AND AOTHER GROUND FLOOR UNITS SHALL BE TYPE-B RE
UNITS. GRAPHIC SCALE
40 o zo 40 eo Tao
NOT RELEASED FOR CONSTRUCTION
MARCH 16, 2006(ADD EASEMENT OVER STORM DRAIN ON SITE) ( IN Fp )
MAY 12, 2006(CORRECTIONS PER COMMENTS FROM TOM ANDERSON)
JUNE 20, 2006(CORRECTIONS PER COMMENTS FROM TOM ANDERSON) 1 inch = 40 fL
JULY 7. 2006 PER DWQ STORMWATER AN05).dw 03/02/06 0747i37 AM EST SHEET 3 OF 11
'If 1 1 1 1 .!, ry TIC I i 4 i� 1 1t1 A r-r

1. I i! AA' I. -.1 _ A i i _ - i !
40' D&U.E
EIS
m �
z
Q;
I
N 9 i
Cp •I
1 ZONE - R-7
NORTHSIDE AT THE COMMONS
O SECTION IV
M.E.36 P.90 SLIDE J-837
' T"It-A 1
Q ' mm FL m j
5 SIDEM
77 .
f
AS�y �lT
EIS ' !
MH
TOP-49.05
INVw43.90
Nvw+e.30 _ I
k)
REMOVE EXIST HYDRANT -
CONNECT TO EXIST 6" STUB
SPECIAL UTILITY NOTES:
1) NO CONSTRUCTION OF EITHER WATER OR SEWER LINES
IS TO BEGIN PRIOR TO RECEIPT OF PERMITS TO CONSTRUCT
FORM NCDENR IN ACCORDANCE WITH 15A NCAC18C.0305(a)
AND 15A NCAC 02H.0204
2) LOTS WITHIN THIS PROJECT ARE SUBJECT TO THE PROVISIONS
OF THE POLICY FOR ALLOCATION OF THE LIMITED SEWER FLOW
CAPACITY AVAILABLE UNDER ENVIRONMENTAL MANAGEMENT
COMMISSION CONSENT ORDER WQ S05-002. THIS PROJECT WILL
WILL REQUIRE AN ALLOCATION OF 'lIRAft GPD.
�01240
SPECIAL NOTES REGARDING WATER PRESSURE AND BACKFLOW PREVENTION
CITY OF JACKSONVILLE WILL REQUIRE USE OF DOMESTIC WATER SERVICE BOOSTER PUMPS AND
FIRE SPRINKLER SYSTEM PUMPS ON ALL MULTI -STORY BUILDINGS IN THIS PROJECT. UTILITY
SYSTEM DESIGN IS BASED UPON THE ASSUMPTION THAT ALL PUMPS WILL BE LOCATED WITHIN
APARTMENT BUILDING STRUCTURES AND THAT PUMPS WILL BE DESIGNED BY PLUMBING SYSTEM
DESIGNER.
INSTALLATION OF PUMPS WILL REQUIRE THE FOLLOWING SPECIAL BACKFLOW PREVENTION
MEASURES
DOMESTIC WATER SERVICE: UTILITY CONTRACTOR SHALL INSTALL USC APPROVED RPZ
BACKFLOW PREVENTER ASSEMBLY (WILKINS 975XL OR EQUAL)IN WEATHERPROOF
"HOTBOX" ENCLOSURE AS SHOWN.
SPRINKLER 1 Mid BUILDING CONTRACTOR SHALL INSTALL USC APPROVED RPZ BACKFLOW
PREVENTER ASSEMBLY (WILKINS 975XL OR EQUAL)IN WEATHERPROOF "HOTBOX'
ENCLOSURE AS SHOWN.
17
DB. 2429, PG.638
BLDG. #1
OM
3 STORY BUILDING (24 UN11
S.F. PER FLOOR - 9,436
TOTAL S.F. - 28,308
IrF=80.00
WOOD STRUCTURE WAIDIN
JD TV
G.1(.
'fi
EIS
ZONE RS-7 /
N /F
1ST WILMINGTON PROPERTIES /
D.B.1590 P.719
DUMpSTER PAD - e' Opp WOOD 30' D&U.E (PUBLIC) /
FENCE ON 3 SIDES, 8' OPAQUE WOOD
GATE ON FRONT. CONTAINS 2 DUMPSTERS ,4 x
I
EIS CW8 HOUSE / PROP ED x � & cT2,
+ P #1 +� �W DING
0
R-�PjfI_t ff_rSri j „V
/ 6" G.V. &
aHYDRANT
X
RECREATION
AREA
-o
6d
G.V.
# i
nLLI
ASM T Z
o
_ !fig•
�' 45' BEND
8`x5" RED
� �T �, .� _'_ -- -- .� fan--�..,•�,^„�,�." - - ..�st e' w.M. (VERIFY
. _ LOCATION 6 DEPTH) PROPOSEQ -
REM ----- EIS ----- - _-----rstnaTM.+�_--
8„
_ Oy,£D
S
ICHECK VE�Py,
�I
II , V.
33.7'
TOP-4Q45
INV OUT-45.61
n
BLDG. Njy6
2 BEDROOM
STORY BUILDING (24 UNITS)
S.F. PER FLOOR - 9,436
TOTAL S.F. - 2A308
FF-48.'.i0
11110000 STRUCTURE WAIDIN(
8"4" TEE' 6"
G.V. & HYDRANT - -- -
I nvw him
L----
0
a 37.d
" WA'
;ERV.
N /F
1ST WILMINGTON PROPERTIES
D.B.1590 P.719
ZONE - RS-7
EIS
DUMPSIER PAD - S' OPAQUE WOOD
w` FENCE ON 3 SIDES• I!' OPAQUE WOOD
GATE ON FRONT. CONTAINS 2
DUMPSTERS
IS
A WATER
PUMP\�
STATION
PROPOSED
POND #2
BLDG. #2
2 BEDROOM
3 STORY BUILDING (24 UNITS)
S.F. PER FLOOR = 9,438
TOTAL, S.F. - 28,308
FF-49.00
WOOD STINC1URE W/WNG
L�
\ V"
r� N /F
AUTUMN RIDGE
{ D.B.1742 P.119
\} \ ZONE - CU-81
X (APARTMENTS)
r___
I Try -A /
WRIT fLoae
8 x6" TEE, 6 \ \�
G.V. & HYDRAN
L_ - -. - \ 45` BEND
VICINITY SKETCH
NOT TO SCALE
Legend
SAN SEWER (size as noted)
OgSTINPROPOSED
�
SAN SEWER MANHOLE (Inv. noted)
17.07
•
SEWER SERVICE ---
0
(riot shown for clarity)
WATER MAIN (size as noted)
WATER VALVE
D4
FIRE HYDRANT
0"
BLOW -OFF ASSY.
D4�
►�
WATER SERVICE
ST. DRAIN (size as noted)
(none proposed)
STORM DRAIN INLET
®
(none proposed)
8"4TEE, 6" � SEWER
V. & HYD,1AN WA 6\\
�--ILI FIR
TER'5 SIDEWALK
i
RI DG #3 I TYPE -A
2 BEDROOM F�esT rLoolli
L_ /
04 3 STORY BUILDING (24 UNITS) �: \
NqDS.F. PER FLOOR - 9.436 T m /
In T TOTAL FF-4®Oo�'3oe \
WOOD STRUCTURE W/SIIDING
H>I ilt a CUR I (TYP.) ! /
5 SIDEWALK TW
I s /
IL \
PR040�0 \ 80x8" TAPPING
SLEEVE & VAL
_ 35' MBL .,.,.: _� �- ___ ,^ -35'
CHECK VALVE
�IST(VERIFi-"' INV
45" BEND-44. fMANH�E -
20' D&U.ELOCATION DEPTH) 15" R
- --_5HEdt-PALE--------..,..., r,;Wuwir----------------
IE /YANWf11 r ----
AKtA Ut SULWALK ca U- REMOVE & REPLACE �
CURBING TO BE REMOVED Tpp w47 ,6j -46.63
INV-45 41 a. SIDEWALK & CURB I V�4417
McDANIEL DRIVE - 60'R/W (PUBLIC) PAVEMENT REPLACEMENTce
'
(10" ABC, 2" SF9.5A) '
EXISTINGS15WALK
EXIST 8"SAN SEWER-._�------- ---r.�
-� SSMH
TOP-47 52
LEGEND&
SIS - SET IRON STAKE
EIS - EXISTING IRON STAKE
D.B. - DEED BOOK
FEBCO 805Y DCV BACK- PG. - PAGE
FLOW PREVENTOR (IN BLDG M.B. - MAP BOOK
UTILITY ROOM) NOTE: IF FIRE ECM = EXISTING CONCRETE MONUMENT
BOOSTER PUMP INSTALLED, SCM - SET CONCRETE MONUMENT
BACKFLOW PREVENTER SHALL BE D.& U.E. - DRAINAGE & UTILITY EASEMENT
EQUIVALENT RPZ DEVICE. STOP
3" WATER METER (BLDGS 1, 2, 3 & 6) � =PAINTED STOP BAR
- i 2" WATER METER (BLDGS 4 & 5) =HANDICAP ACCESSIBLE
G. (SIZE SUBJECT TO CONFIRMATION BY
BY PLUMBER '� ' CITY OF JACKSONVILLE PUBLIC SERVICES DI=PT.) -PROPOSED STOP SIGN
BY UTILITY CONTR.�-_ (SEE CITY OF JAX STD. DETAIL 1�C HANDICAP ACCESS
515.03 (NEW SPEC.)
4" G. V. �
4'x3" TEE (FOR 3" METER) J �3� DIP (FOR 3" METER)
4'x2" TEE (FOR 2" METER) 2 P.E. TUBING (FOR 2 METER)
✓4" G. V.
8"x4" TEE
WATER SERVICE SCHEMATIC
NO SCALE
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEEDD��SiFI SHOWN
HEREON); THAT THE BOUNDARIES�•N�E
CLEARLY INDICATED; THAT THE �'i�
AS CALCULATED IS 1:10.000+;`: C ',
ORIGINA SIGNATURE, LICE NSUR AND 1
THIS.,___ DAY OF
- 0 ' tea. `��g ' x i
JOHN L. PIERCE -25, 6
..,riLlHIIYYY��w
NV OUT-4"2 1NV -43.94
52.8'
CONNECT 3" F.M.
TO EXIST. M.H.
HQTE;
1. NO LANDSCAPING OTHER THAN GRASS WITHIN EASEMENTS OR OVER
WATER AND SEWER MAINS
2. THIS SITE IS IDENTIFIED ON THE CITY OF JACKSONVILLE'S SIDEWALK
PLAN
3. THIS PROJECT REQUIRES 10 ACCESSIBLE PARKING SPACES. EIGHT
SPACES SHALL BE PLACED AT THE A -TYPE UNITS, ONE SHALL BE AT
THE CLUB HOUSE AND THE F1NAL SPACE SHALL BE LOCATED FOR
THE B-TYPE UNITS.
4. THE PROJECT REQUIRES EIGHT TYPE -A ACCESSIBLE UNITS AND THE
REMAINING GROUND FLOOR UNITS SHALL BE TYPE-B UNITS.
5. THE BACK PORTION OF THE PROPERTY IS WITHIN THE ETJ AND AN
ANNEXATION PETITION WILL NEED TO BE FILED.
6. BOOSTER PUMPS ARE REQUIRED AND ALL WATER MAINS SHALL BE
LOOPED.
7. THERE ARE NO NCGS OR USGS MARKERS WITHIN 2,000 FEET.
8. CONDITIONS OF CUP: SUBMISSION OF A SITE PLAN (MEETING ALL
APPLICABLE DEVELOPMENT STANDARDS) WITHIN 18 MONTHS OF
CONDITIONAL AND SPECIAL USE PERMIT APPROVAL AFTER WHICH, THE
CONDITIONAL AND SPECIAL USE PERMITS WILL BECOME NULL AND
VOID.
9. BUILDINGS ARE TO BE WOOD AND HARDI-PLANK. THIS IS TYPICAL
FOR ALL BUILDINGS.
10. THERE ARE 6 TYPE -A ACCESSIBLE UNITS (SEE LOCATIONS ON
BUILDINGS) AND ALL OTHER GROUND FLOOR UNITS SHALL BE TYPE--B
UNITS.
`1,111 1) ,fir
llt�il�.t`�1V1 i(/
JOHN A. PSILOS & BERRY KRATSA
106 COJACK LANE
WILMINGTON, NC. 28409
[phone]
PROPERTY ADDRESS
MCDANIEL DRIVE EXTENSION
JACKSONVILLE, NC. 28546
P 13HI3��
NOT RELEASED FOR C NSTRUCTION
Water, Sewer & Stormwater Design By.
CRYSTAL COAST ENGINEERING, P.A.
3817-3 TRI EDON RAY - BVBEIZP, N.C. - 28539
phone [phone] Pea (910) 325-OM
VVW.cryVtL1coaftmmgfnqft1m.00m David L Nowrrozn. pB
WATER & SEWER PLAN
SHOWING
CHARLESTON PLACE
PREPARED FOR
JOHN PSILOS & BERRY KRATSA
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE - SURVEYING
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: DEC. 4, 2005
JOB # 2551033 F.B. P.G.
SCALE: 1"= 40' FILE: PSILOS, JOHN (BASE 12-20-05)
(WAG) REVISIONS: DEC. 19, 2005 (TRC), JAN. 16, 2006 (TRC)
REVISIONS: FEB. 10, 2006 (TRC) MAR. 2, 2006 (TRC)
GRAPHIC SCALE
40 0 20 40 60 100
( ER FEET )
1 inch - 40 ft.
(aOJAI Q51_IW� 03/02/05 07 a7,37 DIM EsTSHEET 4 OF 11
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100YR STORAGE 10YR STORAGE
\ (Fl FV AR a-t1
Treatment Pond - Plan
Scale: 1" = 20'
SEEDBED PREPARATION NOTES
I. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
a 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 OBSTRUCTUM SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY VILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNNIF0RM.
4. IF NO SOIL TEST IS TAKEN. FERTILIZER AND LINE TO BE ACCORDING TO SEEDING
SPECIFICATMNS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 SF. OF SUPER
PHOSPHATE.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE.
AFTER PERMANENT GROUNDC0VER 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.
Inlet Pipe
Foreba
I Vj '
SEEDING SCHEDULE
NOTEI ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED. VEGETATIVE
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
,/EGETAT*.ON.
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRMR TO SEEDING. APPLY LINE AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY,
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
WHERE SLOPES EXCEED 4%.
MATERIAL APPLICATION RATE
LIME a TONS/ACRE
20% SUPERPHOSPHATE 6W POUNDS/ACRE
FERTILIZERCIO-10-10) 1000 POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31 50 POUNDS/ACRE
BER14UDA (HULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31
50 POUNDS/ACRE
BERMUDA (UNHULLED)
20 POUNDS/ACRE
RYE (GRAIN
e5 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31
50 POUNDS/ACRE
MULCH
2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NOTEr OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED.
Elev. 'B'
3' V
EMERGENCY SPILLWAY
(ELEV 42.34)
Outlet Structure
(See Detall)
Elev. 'E' (100 yr storm) v
10, Elev. 'D' (10 Yr storm,) v.
Shelf
Elev. 'C' (1'DesIgn EtevJ _ �'llf _X7 _
v Elev. 'B' 444 permanent Pond c,
Draw Down Orifice
(See DetalU J.2
1F
Main Pond
CONSTANT POND SURFACE AREA 4,819 S,F. 2 EL= 44.50
V DESIGN SURFACE AREA = 6,355 S.F. 8 EL= 46.06
APPROX. TOTAL POND VOLUME = 11,109 CF
ACTUAL FOREBAY VOLUME = 2,293 CF (220.6% OF TOTAL VOLUME)
PLANTING SCHEDULE
W=l PLANTING SCHEDULE APPLIES ONLY TO VET TED SHELF AND VEGETATED
FILTER.
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED ESTABLISH UNIFORM GRADE
PRDai TO PLANTING. PLANT ANY TWO (2) OF THE AWING SPECIES WITHIN
THE LIMITS OF THE DESIGNATED VEGETATED SHELF A DENSITY NOT LESS THAN
ONE PLANTING PER SQUARE YARDI
IMF TWW
� r-
vHhK
PqAtandra
,
Sappftarla latlfoua
Arrowhea-ack Potato
Andropopon vlrgbnkus
Broonsedge
Andropogen glameratus
Bushy Beardgrass
Typha spp.
Coratophyllun DWOerzun
Cattalt
Coont&A
Scirpus pka ns
Comrwn Three Square
Leann spp.
Duckweed
Saururus cerrs us
Lizard 741
Hibiscus moscheutos
Marsh Hblscus
Pontederia cordata
PIckerelweed
Potaragetpn pectlnmtus
Pond Veed
Leersla aryzoWes
Rke Cutgrass
Carex spp.
Sedges
Sdrpus vaudus
Soft Stem &Arush
Polygornun spp.
Snartweed
Jwmus effesus
Soft Rush
Nuphar luteum
Spatterdock
PanL-um vergatwn
Swltchgrass
Acorus calanus
Sweet Flag
Eiodea canadensis
Vaterweed
VnUsnerla omerlcana
WRd Celery
Zlzania equatica
VRd Rice
10' CMIn)
No 5 Bar 'U' Strap Berm
(Coat w/ Bitumost!c)
X
tl
12' No.
57 Stone
Treatment Pond - Section
Scale: None (Vertically Exaggerated)
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)
Outlet Pipe (Size and
Material per Dralnage Plan)
Anti -Float Block
(60 CF Concrete)
Emergency Spillway (100 yr. Flood Elev.)
\-Anti-Seep Collar
(See Detail)
ELEVATIONS SCHEDULE
L[EAuON DESCRIPTICINI ELEVATION
,Al' MAIN POND BOTTOM 37.50
'A2' FOREBAY BOTTOM 39.50
'B' PERMANENT POND 44.50 --
'C' TEMP. STORAGE 46,06
'D' 10 YEAR FLOOD 46.84
'E' 100 YEAR FLOOD 46.93
Outlet Protection
(See Eroslon/Sed. Plan)
CA04
-� SE
18 8 -
INE �p
K. N
t�1�o o�
79.2
Pond_ Dimensions & Layout
Scale: V = 20'
W W
w �
J J
Li
W W
f— h
Z
W TRASH RACK w
_ /(SEE DETAIL) U 'ALUM BAR
/r 4-3' ALUM 61 2 8' ❑.C.
iF ANGLES
� • - TOP
��. .
iELEV 'E'
Ilk
1
_ i PRIMARY WEIR
A- Ii ELEV 'C' ALUMINUM TRASH RACK ----
`ti i i i 48' DIA. C❑RREGATED
ALUI,, RISER
OUTLET PIPE INV,
ELEV 'B' RISER
BOTTOM(SEE DETAIL)
ELEV 'B' - 2.00
CONC
FILL
Riser Trash Rack
54' MINIMUM f
Anti -Seep Collar
LATE HICK STEEL
-
6' DIA, C❑RR, RISERI (SEE DETAIL)
ALUM. PIPE CUTLET
/-INVERT
DRILL 1-1/4 /' HOLE \
I N `EN-9 CAPS TACK i 12'
WELD HARDWARE CLOTH _�
SCREEN OVER ORIFICE
I,18 MIN'
6' DIA
END CAP
Draw Down Orifice
Outlet Structure Details
No Scale
TM13� 13
no
U 0
NOT RELEASED FOR C NE'1RUCTION
Storrnwater Design By.
CRYSTAL COAST ENGINEERING, P.A.
380 -3 I+iliMON WAY - RUBBRT, N.C. - 28M
Phone [phone] Ihlz [phone]
www.arystaleeastenghuer1mg.00m David L xewwom. PR
PER CITY TRC
STORMWATER POND DETAILS
FOR
CHARLESTON APARTMENTS POND #1
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOH N L. PIERCE &ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JULY 15,2005
SCALE: 1 "=20 F.B. PC.
JOB # FILE NAME:
SHEET iO OF I
.t - - .- - - T _ Try- r. _ _
f - r-:Ir �1 !" -1 '��r l r5 .I _ 1 i .tip h

EMERGENCY SPILLWAY
(ELEV 46.56)
100YR STORAGE
(ELEV 46.56) t(ELLEV
10YR �AG(ELEV 46.46) STORAGE
a 45.62)
O
�- ..,_ ' f _.. -
BOTTOMER(ELE
38.00�
ANTI -SEEP
COLIIAR
E Il
I.
fOE
I l
li
II
1
Treatment Pond - Plan
Scale: V = 20'
SEEDBED PREPARATION NOTESI
L 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, R01TS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY VILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION, SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM,
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 SF. OF SUPER
PHOSPHATE,
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT,
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOB_
DURING SEEDBED PREPARATION.
CONTRACTOR SHALL INSTALL STORMVATER 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,
Inlet Pipe
a
Foreba
SEEDING SCHEDULE
NOTED 5t&Y AREAS ABOVE PERMANENT POOL SHALL BE SEEDED. VEGETATIVE
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
VEGETATION.
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING, APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND VITH ASPHALT TACK
WHERE SLOPES EXCEED 4x,
MATERIAL APPLICATION RATE
LIME 2 TONS/ACRE
20% SUPERPHOSPHATE 600 POUNDS/ACRE
FERTD_IZER(10-10-10) 1000 POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (HULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (INIHULLED) 20 POUNDS/ACRE
RYE (GRAIN) 25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31 50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SMALL NOT BE USED.
3'
Elev. 'B'
Outlet Structure
(See Detall)
s
7
P
CONSTANT POND SURFACE AREA 5,275 S.F. 2 EL= 44.00
V DESIGN SURFACE AREA = 6,977 S.F, Q EL= 45.62
APPROX. TOTAL POND VOLUME = 13,351 CIF
ACTUAL FOREBAY VOLUME = 2,865 CF (21.5% OF TOTAL VOLUME)
Pond Dimensions & Layout
Scale: 1" = 20'
w
Z
_j
H
ryI
r i..
Z
w TRASH RACK
U /(SEE DETAIL)
!- I L
4-3' ALUM
ANGLES
,r
ELEV 'E"
U
1, y_
���`F'
PRIMARY WEIR
PLANTING SCHEDULEELEV
}���,
"C " ALUMINUM TRASH RACK ��
�PLANTING SCHEDULE APPLIES ONLY TO VEGETATED SHELF AND VEGETATED
s�'
MARX
.
FILTER.
y
i t ,
_r
SPREAD 4' TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
Oy f
i +: '
4 8" D I n. C ❑R R E C A T E D
PRIOR TO PLANTING PLANT ANY TWO (2) OF THE FOLLOWING SPECIES WITHINALUM,
4
RISER
THE LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN
6•
�� —
i
ONE PLANTING PER SQUARE YARDI
'
t !
f!
OUTLET PIPE INV,
S
.---_
ELEV ' B' RISER
3
Peltandra v1rpinla Arrow Arun
i ,
(SEE DETAIL)
Saggltarle latlf oils Arrowhead/Duck Potato
� k' I
BOTTOM
Andropogon vlrgkicus Broonsedge
Andropogen 010neratus Bushy Btnrdgrass
k
ELEV 'B" - 2,00
Ty= spp. CattaO
Cero# yllun DWQtrsu++ CoontaR
Common Three Square
C ❑ N C
spp�g�
LFILL
Saururcernuus Lizard Tao
us
Hibiscus noscheutos Marsh Hblscus
Pontederia cordata Pkkerelw"d
Riser
Trash
Rack
Potanogeton pectlnatus Pond Wend
Ltersia oryzaides Ric* Cutgrass
SSccl1rpus:validus S Sten Bullrush
Petygo»nun spp. Snartweed
Juncus tffesus Soft Rush
Nuphar luttun Spatterdock
Particum vergatuw Swltchprass
Acorus calamus Sweet Flap
Elodea conadensls WateI weeal
,
Vallsnerla anericana WRd Celery
Zlznnia aquaticn Mid Rfte
Elev, .'E' (100 yr storm) v
10, ELey. 'D' (10 yr storm,) v
ShOAF
- Etey. 'C' (1'DesIgLL ev.)
r7 FIPv. 'A' Permanent Pnnrl it
Draw Down Orifice _,ele�
(See Detall)
1,
IA-40
Maln Pond
6' (Mlr
No 5 Bar 'U" Strap Berm
(Coat w/ Bltumasticl
Embankment shall be constructed of
uniform native material (free of excess
silt, rock or grave(, debris or vegetative
natter) compacted to 957 of maximum dry
density In accordance with ASTM D1557
(8'-12' Lifts)
Emergency SplUway (100 yr. Flood Etev.)
Outlet Pipe (Size and \
Material per Drainage Plan)
\—Anti-Seep Collar
Antl-Ftoat $lack CSee Detall)
(60 CIF Concrete)
12' No,
57 Stone
Treatment Pond - Section
Scale. None (Vertically Exaggerated)
ELEVATIONS
SCHEDULE
L4rATIn
'Al'
nESCRIPTIl1N
MAIN POND BOTTOM
"VATIIIN
37.00
'A2'
FOREBAY BOTTOM
38.00 ✓
'B'
PERMANENT POND
.44.00 r
'G'
TEMP, STORAGE
43.62,-
`D'
10 YEAR FLOOD
46,46
'E'
100 YEAR FLOOD
46.56
Outlet Protection
(See Erosion/Sed. Plan)
f
L
I 48
,LF NEEP.•�`,
NHS•`
Z
u�
54' MINIMUM
Anti -Seep collar
' THICK STEEL
AT
6" DIA. CORR,
ALUM. \PIYPE
DRILLS 1/4 HOLE
IN END CAP --,TACK
WELD) 1 RE CLOTH_�
SCREEN OVER ORIFICE
I_
6` DIA, 18 MIN
END CAP
Draw Down Orifice
Outlet Structure Details -
No Scale
Fc�o��o�c� Sn�
NOT RELEASED FOR C NSTRUCTION
Stormwater Design By.
CRYSTAL COAST ENGINEERING, P.A.
9417-3 ICI RAY - RUBaRT, N.C. - 2M9
Pbone [phone] !az [phone]
www. eerll U.00m David L NewmaN PIN
JAN 28, 2006 PER CITY TRC
4R
STORMWATER POND DETAILS
FOR
CHARLESTON APARTMENTS POND #2
JACKSONVILLE TOWNSHIP, ❑NSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JULY 15,2005
SCALE: 1 "=20 F.B. PG.
JOB # FILE NAME:
SHEET-1 OF
_. i ' _ _. ��. �,—__. 1i �,—....r._ ' 4�--T.w.: �rrT��—•�T ,' i _ i T _s ` t '' i i 5 l II 91 L y J 1 !�f'�
•��f �.+\1.+r +�4,'e �� vi.
1 ,F� r t� a '� 1 +. ',, , J iy , •t t .ti, ! { , I /1 1,4 a°��; 1{y 1
'I '.1 • f � 'tom � + ! 1. .' '.! �.i ( 1; 1 M'Ji � +

.1 �' .:e:. .•!. I!_s. .. _ s... i .11'. I•f .,,! .f .� i'.•!y1 {�.}:._�11ti..
PRECAST VALVE
VAULT
3"-90' DI
BEND (TYP)
3"-TEE
(DI)
48" x 48" ALUM
ACCESS HATCH
TOP
ELEV. 48.00
��vvv
vv p0v a A vvvv
vvvvv vv av vvsvc
3" GATE VALVE
W/ SO. OPERATING
NUT (FLANGED)
FLOOR
ELEV. 44.00
8" #57 STONE
5' MIN _
WALL THICKNESS
r! rA T�ln a1 Aan,i
DRESSER /
COUPLING
FLOAT CONTROL
BRACKET (ST.
STEEL)
6' DIA
'-0' DIA INSIDE DIA
Plan View
SCALE: 1/2"
0 I I I (SEE
0.1. VENT
INSECT
48" x 48" ALUM
ACCESS HATCH i
PRECAST VALVE avv b6 pvnvavv'v vv
v vv vnav pv npavv
VAULT
3" CHECK
VALVE
(FLANGED)
z
cn 2" PVC DRAIN
a(JaaaDaOa' �OaO°(�aJQ�OaOa- �o°Oa0a0
do oho°a�' �o0 0 0o0O0oC, Doc,- 0o0 0
4'-- 10'
PRECAST RISER UNITS
W/ WATERPROOF JOINTS
3" D.I. DISCHARGE PIPING -
FLOAT SWITCHES
(4 REO'D)
SUBMERSIBLE GRINDER PUMP
(SEE OPERATING CONDITIONS)
3" DISCHARGE ELBOW
3" LIFT OUT ASSEMBLY
PRECAST EXTENDED
BASE UNIT W/
CONC. FILLETS.
30" x 42" ALUM
ACCESS HATCH
1-1/2" ST. STEEL
SCH. 40 GUIDE RAII
(2 EACH PUMP)
2" CHECK
VALVE OR
P-TRAP
7' MIN T.
WALL THICKNESS
(SEE OPERATING CONDITIONS)
SUBMERSIBLE GRINDER PUMP
30" x 42" ALUM
ACCESS HATCH
PRECAST
WETWELL
9 pP9 Ppvpp p..pp..p..
o c o 0 0 0 0 o a o 0 0 0 0 0 0 0l0 o a a a y o 0
12" MIN 7 STONE000000 00o0 0 0 n°°°0 0 00°o°o°o°o o°a°o°00o aao
0000 0 0 0 o 0000000000000 0 o o a o a a o 300
3'-0'
5r-0'
7' MIN
Section
SCALE. 1 /2" - 1'-0"
Operates Caidltlars
90 qpm @ 28' mH
Fwm 5dectlan
Mriers W6 �0-2!5-29
3,751' Impeller or equal
5 45O WM 5 H',
230 VA, 3 N
V 100 YEAR FLOOD �.
' ELEV. < 46.0
FLOAT CONTROL
BRACKET (ST.
STEEL)
PRECAST TOP UNIT
W/ WATERPROOF JOINTS
ST. STEEL LIFT CHAIN
(1 EACH PUMP)
8" INFLUENT
SEWER
INV. IN
t, Fi FV_=39-69
HIGH WATER ALARM
ELEV. =39.19
ELEV. -38.69
LEAD PUMP a
ELEV. -38.19
PUMPS OFF
ELEV. -36.69
i. FLOOR
ELEV. -34.69
M15CELLANEOUS NOTES
1. ALL HARDWARE (BOLTS, NUTS, ETC.) USED IN WET WELL SHALL
BE STAINLESS STEEL OR OTHER APPROVED NON-FERROUS
MATERIAL
2. ALL DISTURBED AREAS SHALL BE SEEDED OR STABILIZED
"THIN 30 DAYS OF COMPLETION OF SITE WORK.
3. SITES TO BE GRADED TO PROPOSED ELEVATIONS SHOWN.
EXCESS MATERIALS SHALL BE DISPOSED OF AT SITE DESIGNATED
BY OWNER.
4. CONTRACTOR SHALL FURNISH SUBMITTAL DATA FOR ALL
EQUIPMENT AND MATERIALS USED IN PUMP STATION
CONSTRUCTION PRIOR TO PURCHASE AND DELIVERY.
5. UPON COMPLETION, CONTRACTOR SHALL FURNISH OWNER WITH
OPERATION AND MAINTENANCE MANUALS ON ALL EOUIPMENT
ITEMS FURNISHED.
REVISIONS:
JAN 28. 2005 PER CITY TRC
FM 13, 2006 ADDED GENERATOR
Site _Plan
SCALE: 1' - 1 fir
P(@TMII� 13
NOT RELEASED FOSTRUCTION
Pump Station Design By.
CRYSTAL COAST ENGINEERING, P.A.
3517-5 FMZDOM T&Y - SUMM, N.C. - 26M
Phoara (910) 325-00" W'az (910) M-0080
ww-crw awa— aarine.00m Dwia a. Nowxom, Ps
PUMP STATION DETAILS
FOR
CHARLESTON PLACE APARTMENTS
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L PIERCE & ASSOCIATES P.A.
409 �JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JULY 15,2005
SCALE: F.B. PG.
JOB # FILE NAME:
SHEET % OF
12
'---'.'.�.-+',�w.'r^T,'r:n_-� "v: c,*�-.; �r'r-r----� �"-+;.,[. _ 'R"r-"T:•,r"—fir T��";'T TT:Tyf^�!il�i r s7lT.T `R- . .� r - ' T-: i �� �� [ � l.11'i; , .�;s'•.4';..e: ,4 f. � !�'�Tr l;ti+. ,,,. [ ' r ,! ' S`��', .,rt,; 1 r
r
, ,.�� ] � r ... •, .. r. .. � .. .. s„ i•. 'fir?! i � � .-.5, .,.�-. ..!L;

ELECTRICAL NOTES
1. ELECTRICAL PLANS ARE PARTIALLY DIAGRAMMATIC & ARE NOT INTENDED TO SHOW MINOR DETAILS &
EXACT LOCATIONS. MINOR ADJUSTMENTS SHALL BE ANTICIPATED BY THE CONTRACTOR TO PROVIDE A
COMPLETE OPERATIONAL SYSTEM. REFER TO SITE PLANS DRAWINGS FOR GUIDANCE ON DIMENSIONS,
PAVEMENTS & DETAILS; LOCATION OF UNDERGROUND PIPES & OBSTACLES; & BUILDING ORIENTATION. DO
NOT SCALE THESE DRAWINGS. INSTALL ELECTRICAL SYSTEMS WITHOUT INTERFERING WITH PIPES, PARKING
AREAS, STRUCTURES, OTHER SYSTEMS.
2. ALL WORK SHALL BE PERFORMED 1N STRICT ACCORDANCE WITH NC BUILDING CODE VOL. IV
ELECTRICAL & VOL. X. ENERGY, OSHA REQUIREMENTS & LOCAL REQUIREMENTS. CONTRACTOR SHALL
NOTIFY ENGINEER REGARDING ANY CODE DISCREPANCIES SHOWN ON PLANS. ANY PERMIT OR INSPECTION
FEES ARE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
3. COORDINATE WITH OTHER TRADES INVOLVED IN THIS PROJECT SO AS TO AVOID CONFLICTS DURING
CONSTRUCTION & ALLOW OPTIMUM WORKING SPACE & COMPLY WITH MANUFACTURER'S RECOMMENDATIONS.
4. COORDINATE ALL EXACT LOCATION OF EQUIPMENT WITH OWNER/GENERAL CONTRACTOR. VERIFY ALL
EQUIPMENT CHARACTERISTICS & MOUNTING REQUIREMENTS PRIOR TO ROUGH -IN. PROVIDE PROPER
MOUNTING ACCESSORIES, TRIMS, ETC., TO SUIT PROPOSED SYSTEMS.
5. WHERE CABLES, RACEWAYS, & WIRING HAVE NOT BEEN SHOWN ON THE DRAWINGS, THE
ARRANGEMENT & ROUTING OF THE BRANCH CIRCUITS WILL BE AT THE CONTRACTOR'S DISCRETION IN
ACCORDANCE WITH GENERALLY ACCEPTED GOOD PRACTICE FOR COMMERCIAL WORK & N.E.0 CODE
REQUIREMENTS.
6. WIRING & RACEWAY SIZES ARE BASED ON COPPER CONDUCTORS UNLESS INDICATE OTHERWISE.
SHOULD ALUMINUM CONDUCTORS BE SUBSTITUTED, INCREASE CONDUCTORS SIZE TO HAVE AMPACITY NOT
LESS THAN AMPACITY COPPER CONDUCTOR SIZE INDICATED.
7. CHECK THE NAMEPLATE BRANCH -CIRCUIT SELECTION CURRENT OF EACH MOTOR DRIVEN UNIT
DELIVERED TO THE SITE & PROVIDE PROPERLY SIZED OVERCURRENT / SHORT-CIRCUIT PROTECTION IN
EACH RELATED PROTECTIVE DEVICE & WIRING SIZES IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
LOAD SERVED
WIRE
SIZE
TRIP
CK
N0.
KILOVOLT—AMP/LEC
Li L2
r-KT
NO.
TRfP
POLE
WIRE
SIZE
LOAD SERVED
POLE
BATT CHGR
# 12
20/ 1
1
0.2
2
20/ 1
SPARE
REC OUTLET
# 12
20/ 1
3
0.2
=
20/ 1
SPACE
-
-
5
-
-
SPACE
-
-
7
-
-
-
-
9
tp
-
-
-
11
12
-
-
-
-
13
14
-
-
-
-
15
16
-
-
-
-
17-
-
-
19
20
-
-
-
21
22
-
-
-
-
23
44
-
-
PANEL 'A' 120/240 VOLT, 1 0, 3—WIRE CONNECTED LOAD: 0.4 KVA
30 AMP MAIN BREAKER MIN 10 KAC RKnNG
NEMA 3R ENCLOSURE
240V, 100A, 30, SELF-CONTAINED SERVICE
METER & ENCLOSURE. COORDINATE WORK WITH
UTILITY SUPPLIER. ­7
3-#4, #8 (N), 1-1/2-C.
ENCLOSED BREAKER: 3-POLE,
70 AMP; SERVICE EQUIPMENT
RATED, NEMA 3R ENCL.
3-#4 #8(N), #8 EGC, 1-1 /2"C
3--0, #8 EGC, 1 "C
CONTROL PANEL:
NEMA 4X ENCL.
6-#10, #10 EGG, 1-1/2"C
FLEXIBLE CABLE
AUTOMATIC TRANSFER SWITCH: 3-POLE,
100 AMP, 240 VOLT, NEMA 3R ENCL.
3-#4 #8(N), #8 EGC, 1-1 /2"C
GEN
DIESEL ENGINE DRIVEN STANDBY
GENERATOR: MINIMUM 26 KW, 240 VOLT,
30, NEMA 3R ENCL. Q
3-1110, #10 EGG, 3/4"C
PANEL
'A'
30A
10
ALARM DIALER W/
BATTERY BACK UP
RAINTIGHT JUNCTION BOX
W/ VENT & DRAIN
SUBMERSIBLE
GRINDER PUMPS
ENCLOSED BREAKER: 3-POLE,
70 AMP; SERVICE EQUIPMENT
RATED, NEMA 3R ENCL.
#6 CU GEC PRIMARY: 10 FT LENGTH
UNDERGROUND METAL WATER PIPE, METAL
BUILDING FRAME, IF AVAILABLE.
#6, 1/2"C.
GROUND
ROD —
POWER RISER DIAGRAM -MIN. 6' SPACENG�_
PANEL 'A' BEHIND
FLASHING ALARM LIGHT
PUMP CONTROL PUMP
NEMA 3R ENCLOSURE
UNISITRUT GALVANIZED STEEL
(TYPICAL FOR 3) -- --1
STRUCTURAL MEMBER
3"x 3"x 3/8" THK ANGLE
GALVANIZED STEEL, MINIMUM.
TO JUNCTION BOX
AT LIFT STATION -
GEC DIAGRAM
ALARM DIALER W/
BATTERY BACK-UP.
AUTOMATIC TRANSFER SWITCH
ENCLOSED BREAKER
SERVICE METER & ENCLOSURE.
COORDINATE WORK WITH UTILITY SUPPLIER.
6'
0
r-
C
w
w f=
FINISHED GRADE
CONCRETE FOOTING
(TYPICAL)
MOUNTING RACK DETAIL
ii;flw
a +
i .jS��l
*0�
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° �z
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o cn
z
0 LJJ
Fn
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Changed Fuel
AA Diesel Engine 2/8/6
No. Revision/Issue Date
C14ovvy o...
L � 0
V)
o�C��''�O�o.
Uaa G Q•'_ x
v �
LJ
a
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7 .S X 00
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W
r6g�5
Date
1 /26/06 E,,,"_l
Sheet
1 of 1
.
t.y'1'• i l at.

S_ .I .. . t•..uy_ .1 _._ _ _ _,F_ _ ... _ _.. 1" i°� i•. Y•_< '!„ LILT. :1 `._.. __. •f • .t..�.u..Lau'_Lit
BOLT FRAME TD
CASTING (4 REQ'D)
(OUTFALLS ONLY)---n
SECURE CASTING
W/IMORTAR
■
VERT
STEPS
E
INVERT & SHELF
MANHOLE
FLEMBLE RUBBER BOOT
ASTM 0923 w/STAINLESS
STEEL CON! ON 5 DEGREE SLOPE
BAND AND CLAMPS
BASE SECTION
6'
8' MIN
EXTENDED BASE —�
MIN. SLOPE OF CHANNEL= PIPE GRADIENT
Pipe Connection Detail
NO Scale
TO READ 'SANITARY SEWER"
PRECAST GRADE RINGS ARE TO BE
USED MEN POSSIBLE AND ADJUSTED
WITH BRICK & MORTAR COURSE.
FILL JOINTS FILL WITH HIGH
4" OR 6' PRECAST
STRENGTH TYPE M MORTAR & STRIKE
GRADE RINGS -
'
FLUSH INSIDE & OUT
MAXIMUM OF 12'
ALLOWED
USE AN APPROVED BITUMINOUS
OTHERWISE ADD
' .
BASE SEALANT APPLIED TO TOP
RISER SECTION
24' 11A
OF CONE SECTION
•
. • .
CONTRACTOR TO
•.
LOCATE STEPS
90' FROM OUTLET
PIPE. STEPS BY s
USE ECCENTRIC CONE
M.A. INDUSTRIES, INC.
PSI-PF OR EQUAL '
MEETING ASTM. C478
. ' •
•:
' d
ALL JOINTS BE T 41 G W/
B
PREFORMED BUTYL RUBBER (MASTIC)
GASKET MEETING AASHTO M-198,
' • •
ASTM. C-990. FED SPEC
NOTES:
Ss-S-00210 (210A)
1. ALL SERVICE LATERALS INTO
MANHOLE TO BE CORE DRILLED A
•
4
AND BOOTED.
2. MAXIMUM DEPTH 4' DIA. MANHOLE
.•
PRECAST MANHOLE TO MEET
20'
:
REQUIREMENTS OF ASTM. C478,
3. ALL SANITARY SEWER MAN-
,
'
4
AASHTO M-199
HOLES TO BE VACUUM TESTED.
SLOPE OF CHANNEL
THRU MANHOLE -
•
�rf
0.10' FALL UNLESS
` ' ' r • . • ,
P' A
SHOWN OTMEMSE
ON PLANS.
•
PRECAST OPENIN;, REQUIRED FOR
'
ALL PIPES.
SEE PLANS FOR PIPE SIZES
B' EXTENDED BASE
SET MANHOLE y,
IN 8' TO 12' I
457 STONE.
SEE SPECS FOR FOUNDATION
IMPROVEMENT WHEN NEEDED
Precast
Concrete
Manhole
No Scale
I
ui, M
8' x V-6' x V--6- '
CONCRETE PAD
NOTE:
WHEN SEWER CLEAN OUT IS
IN PAVEMENT IT MUST BE
INSTALLED INSIDE A VALVE
BOX WITH 'SEWER- COVER.
ELEVATION - CLEAN OUT IN
STREET & DRIVEWAY AREAS
1
T
NOTES:
1. THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6'
LAYERS WITH MECHANICAL TAMP.
2. SOLVENT CEMENT FOR PVC PIPE AND FITTINGS TO BE ASTM D-2564
3. PVC SADDLE AND BEND MUST BE BEDDED IN #67 STONE.
BEDDING AND HANDLING OF SERVICE PIPE MUST COMPLY WITH
CLASS B BEDDING (SEE BEDDING DETAIL FOR GRAVITY MAINS.)
4• SCH 40
1/16' DR SOLVENT CEtNTED
1/B' RENL I W T JOINTS (TYPE SC>
"% 40 ADAPTER -SEE NOTE �9
-
8' IN -LINE WYE I r
NEW OR EXISTING
PVC MAIN.
Typical Sewer Service
No Scale
BRASS PLUG
WHEN EVER HOUSE IS
CONNECTED TO SERVICE,
LOWER STACK TO GRADE
DEGREE BEND
BOLT FRAME TO
CASTING (4 RE(M)
(OUTFALLS ONLY) -
SECURE CASTING
W/MORTAR
V
q
M
1 2 COMPOUND METER
-FLANGED ENDS, SENSUS SRH, NEPTUNE THRU/FLO
-OR APPROVED EQUAL
OFORD STRAIGHT FLANGE BALL METER VALVE
FEMALE IP THREAD BY METER FLANGE (BF13-777W)
-OR APPROVED EQUAL
3 2- x2"xt" TEE
-2" FEMALE IP THREADS x 2" MALE IP THREADS, 1" PACK JOINT COUPLING
O1 1/2" x 6'(MINIMUM) BRASS NIPPLE
- IP THREADS 0 BOTH ENDS
O5 2" BRASS FEMALE GROUND JOINT UNION
O2" MUELLER MARK 11 ORISEAL 110 CORPORATION STOP
PART
MANUFACTURER MODEL Gat. No
1
COMPOUND METER
SEE SPECIFICATIONS
2
QS&Y GATE VALVE WITH RESILIENT SEATS (FLANGED)
AMERICAN FLOW CONTROL, CLOW, MUELLER,
KENNEDY
3
FLANGED COUPLING ADAPTER
ROCKWELL 912, DRESSER #127
OR APPROVED EQUAL
4
D+P CLASS 350 NIPPLE (FLANGE x PE)
SIZE & TYPE OETZRMINED BY NC PE,
TO BE APPROVED BY CITY
5
DIP CLASS 350 TEE (FLANGED)
----
6
BLIND FLANGE TAPPED FOR 2"
----
7
DIP CLASS 350 FLANGED NIPPLE
----
5
PRECAST CONCRETE UTILITY VAULT BOX.
MIN, 4,000 PSI 0 28 DAYS
VERIFY FITTINGS WILL FIT INSIDE BOX BEFORE ORDERING
SIZE & TYPE DETERMINED BY NC PE,
H2O LOAD RATING
(OR APPROVED EQUIVALENT)
9
2" BRASS NIPPLE MATH IP THREADS
----
10
BRASS 90' ELBOW WITH 1P THREADS
----
11
4' x 4' MIN. DOOR CAST INTO RISER
(DRAIN TO OUTSIDE)
BILCO / JD-4AL DOUBLE LEAF ACCESS DOOR
PEDESTRIAN LOAD - 300 PSF, USE H2O LOADING
IN TRAFFIC AREAS.
(OR APPROVED EQUIVALENT)
12
WALL SLEEVE WITH LINK SEAL
OR APPROVED EQUAL
TO BE APPROVED BY CITY
131
REMOTE METER READOUT (IN GALLONS)
TO BE APPROVED BY CITY
14
CORPORATION STOP
WITH iP THREADS
2" MUELLER MARK II ORISEAL 110
CORPORATION STOP OR APPROVED EQUAL
15
CAST IRON FLANGED COUPLING ADAPTER
ROCKWELL 912, DRESSER #127
OR APPROVED EQUAL
16
DIP CLASS 350
SIZE & TYPE DETERMINED BY NC PE.
TO BE APPROVED BY CITY
17
SOLID CONCRETE BLOCK
18
4' x 4' INSIDE DIMENSION REINFORCED CONCRETE RISER
BY PRECAST VAULT MANUFACTURER
- IP THREADS X COPPER SERVICE THREADED CONNECTION
-(END CONNECTION MAY VARY PER SERVICE LINE MATERIAL)
O7 2" SWING TYPE BRONZE CHECK VALVE ELEVATION REMOVABLE KEY WRENCH
13 • W/OETENT
O REMOVABLE PLUG
TOP TO READ 'SANITARY SEWItTR' , 1' COPPER THAT MEETS AWWA STANDARD C901 MATH 160 PSI WORKING PRESSURE �
SEE NOTE t
11
�
OI" BALL VALVE PACK JOINT COUPLING ENDS
N �
Ot°
SOLID STAINLESS STEEL INSERTS 11=1 1=f11=1II-IE1=1 I- o
�MINSQ. OPENING MIN. -TO BE USED MATH PF TUBING "'!III =III=111 18 'I-11 '"
11 CAPITOL FOUNDRY MBX-5A METER BOX
I I Ili�ll-111=111_I —
z
-OR APPROVED EQUAL t 'll= l • —
I 12- CL. MIN
SEAL ALL v Z W/VALVE PROVIDE 1' DNA,
SEE SHEET ! I OPENING c4 II BUTYL RUBBER
METER BOX AND THIS PORTION OF 2" METER SETTER 3 OF 3 FOR `-I OPEN Ii. SEALANT IN ALL
METER BE PROVIDED BY CITY AND FORD LSVB011-77-9547601 PART E.D- B 1
JOINTS
INSTALLED BY CONTRACTOR. ALL 12"CL. 12"CL. ,. 12 16
GRADE RINGSOTHER PORTIONS INCLUDING BRICK,
PUSED RECAST
� ADJUSTED AND SAND TO BE PROVIDED AND 16 12 MIN. MIN.
WIT" BRICK & MORTAR COURSE. INSTALLED By CONTRACTOR
FILL JOINTS FULL WITH HIGH T------ TYPE "K' COPPER, PE NOTE' s v z STRENGTH TYPE M MORTAR & STRIKE
FLUSH INSIDE & OUT I I , f 3406 TUBING, OR 7 5 2 CITY PROVIDES u z 3 4 2 5 7 t5
-- - APPROVED EQUAL THAT
METER CONTRACTOR N
ALLOWED — '4
A
T • T
USE AN APPROVED BITUMINOUS
3
MEETS AWWA STANDARD
8 C901 MATH 160 PSI TO PROVIDE
ALL
r
OTHERWISE ADD
BASE SEALANT APPLIED TO TOP
WORKING PRESSURE OTHER
MATERIALS
y
RISER SECTION
t4' II qrjL MA
OF CONE SECTION
AND INSTALL
6" MIN. NO.
0
$
METER & VALJLT.�
u
57 STONE
CONTRACTOR TO
Br ;
LOCATE 51T:PS
•
.--UNDISTURBED
90'FROM OUTLET
• .
i
i
i
i
17
SUBGRADE
PIPE. STEPS BY
1
• •
USE ECCENTRIC CONE
I
I
I
I
4' MIN, SQ. OPENING MIN.
M.A. INDUSTRIES, INC.
'
��
1_
__ -- _
-__ __
_-L
J,
CENTERED OVER METER
PSI-PF OR EQUAL.
t
I
MEETING ASAIL 0-478
-____
___-- --
-- -----
---
-�
ID
_ g..-
7 4 3
2 1 2
3 4 5 4 6
10
_
r
)
•
ALL JOINTS TD K T t G W/ PREFORMED
c�
„zz, $
r
•, pA ; ••
BUTYL RIIBIIETt (MASTIC) GASKET MEETING
ao
I
I
z
NOTES:
•
f
AASHTO M-19B, ASTM. C--990, FED SPEC
v
1. ALL SERVICE LATERALS INTO
� • �
SS-S-00210 (210A)
y % i \,.: ';>`i\ %\�i
� 1
16 2
I'' 7
2 1
3 4 2f
MANHOLE To BE ('ORE DRILLED
• • • !
�, ;.�A>�:.-.•.<;�'V���: A�'
,>,; �>/��//�;
11 ENSURE POSITIVE GRADE
a
AND BOOTED.
2-MAXIMUM DEPTH 4' DIA. MANHOLE
AWAY FROM BOX
?Al
`
r
_z
Z
•
`
."
PRECAST MANHOLE TO MEET
,
5
Z
• •
•
REQUIREMENTS OF ASTM. C471L
a
6 9
14 6
I
• • .
AASHTO M-199
SEE DETAIL 513.04
I g
S •.
N
• .
•
,4
7 4 3
2 1
2
3 4 FOR CONNECTION TO
1°
'°
-
— -
`• • •
SERVICE
WATER MAIN
I
z
o
SLOPE OF CHANNEL
'• • •• •
�{
3`
}
(I] -- -
-
O
13
`' -- T- --s . • I
THRU MANHOLE
0.10' FALL UNLESS
lop.,d
CONCRETE BRICK
SHOWN OTHERWISE
S
G�
ON PLANS. POUR
•
PRECAST DOGHOUSE OPENING
4" THICK SAND --�+
5 4 6 10
6-
PLAN VIEW
6"
TO E ENE
.
REQUIRED FOR ALL PIPES.
MIN.
MIN
PIP
OF PIPE
r
SEE PLANS FOR PIPE SIZES
GROUT ANNULAR
'
CAST -IN PLACE BASE
OPENING
. . ,
�
NO 6 O 8' O.C. REINFORCEMENT
2" WATER SERVICE
3" WATER SERVICE
1 I
EX SEWER
B`
•
6' TO 12
#57 STONE.
`
SEE SPECS FOR FOUNDATION
WATER SERVICE
DETAIL
IMPROVEMENT WHEN NEEDED
No Scale
"Doghouse"
Concrete Manhole
No Scale
E
IGLINE
SECTION A -A SADDLE
INSTALLATION LIMITS
GASKETS PVC ADAPTER—
SCH 40 PVC
GENECO MODEL E40 SEALTITE
TYPE 'E' WYE SEWER PIPE
45- (ASTM A-4B. CLASS
30 CAST IRON) /
­*— FLOW
`SCH PVC 40
PIPE CROWN
24 qa. STAINLESS
STEEL MAP
�.s•
NOTE:
TO BE USED ON EXISTING SEWER ONLY. USE WYE
FITTING FOR ALL NEW SERVICES. ,:'OP; _. • '��; .r,�
Sewer Service Saddle _
No Scale I 48 =
P. .�
annnunra_nnnuri.wnnnni— � ` �. �_ .r_r�r
FINISH GRADE
COMMON TRENC&BAC MLL
(12" LIFTS MAX.)
/` ku
m I'll
WAW MAY HAVE VER ICAL
LAPY 9 RAO(OOR USE i
1f1l9NCH BaoL CON1RAc1oR
I'm DE1EWlININo
PROPER SLOPE (09fA SUBPART
P•LOW.—
NO VENT HOLES FOR COVERS USED
IN STREET AND 4 HOLES FOR COVERS
OUTSIDE STREET. THE EXCEPTION
TO THIS 15 WHERE MANHOLES COULD
COLLECT STORM RUNOFF IN THEIR
VICINITY. IN THIS CASE, THERE ARE
TO BE NO VMT HOLES IN COVER.
NOTES:
FRAME WEIGHT = 175 LBS.
COVER WEIGHT = 135 LOS.
LOAD RATING c HEAVY DUTY
27 1/2• MATERIAL = GLASS 30
216 1FINISH = UNCOATED �O�
24' W MODEL = LCAN V1964-95
OR VULCAN V1295-95
I: COVER FACE
1"R 3/4'
23 i/2'
�' 2 7/8• -
FRAME SECTION -MACHINED
VULCAN SURFACES COVER SECTION
0 o ISOMETRIC 23I/i!•
1' DIA. ANCHOR
NOTES
0
V 1995■"83
FRAME TOP VIEW COVER BACK
Manhole Cover
No Scale
'HOTBOX' TYPE INSULATED
ENCLOSURE (OUTSIDE INSTALL
WILKINS 975n WITH ATION ONLY).
INTEGRAL BALL. VALVES
OR EQUAL (VALVE MusT�
BE
BE USC APPROVED) \
2' MIN/30" MAX
2' FLOOR DRAIN
(INSIDE INSTALLATION ONLY)
CONC. SLAB (OUTSIDE INSTALLATION)
OONC. FLOOR (INSIDE INSTALLATION)
I
PVC GALV. OR DIP GALV. OR DIP PVC
UNDER CONC. UNDER CONIC.
RPZ Backflow Preventer
.Vr
TRENCH VIDTH
(SEE CHART)
1111ElIC11 WALLS MAY HAVE 1AE O M. I
SOTS UP TO A MM1. HUGHT OF 5
FT. LAY SLOPES BACK opt 115E
TRENCH BOX (OWA SUBPART P.
'ATESTI cGNTRACTOR RE9PONWeLE l
FOR I wm" SLOPE
(0' LM=TS) M5 )/6
07 STONE
ASTM D 448. AASHTO M-43)
D/B, 4' MIDI
SPRING LANE
MUNDATION J
SHALL QUIRE WHEN
SOIL CONDITIONS ARE UNSTABLE, CLASS C CLASSALL 8
PIPE - SEE SPECS. REFERS S (TYPE 4) (TYPE 5)
PIPE GRADE
TO DIP j (LAYING CON&) (LAYING CMW
6" BEDDING
WNNOW t DIP Pipe
TO TOP OF PIPE CLASS 0-1) BOTTOM OF PIPE
SEE NOTE 5
6• D.D. OF PIPE 6' NINI" SIDE CL
SHALLUP TO 36-
SOIL CONDITIONS ARE UNSTABLE, RED12• I1D. OF PIPE ie' NAJ(INM SIDE CLE I BUCKET
PVC Pipe
NOTES:
1. TekrrswSI ad bf*0 dWftn*Wm shall bs fa1m ironfb
Wwb and breablp.
L No roelu or beuWm 2" or kwW to be used In Ru bdBal bo*M.
NOTE: THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED s. AI bm*M maMlal "'all be suNoMe na*n "wN"al.
DOCUMENT. 4. MaakflR shall be fampsd In I' loran in 1re1110 areas. 12" In non of areas, 0. 1.W eempaeMell a "
undw may, Ow"Ww sets TOP 12' * 98% ASTM De"I-9f
WW& 11 N R/W IIIELOW 12" . 9SX ASTM DE "I
Water, Sewer Design By. LVAw p''' Cehsslonkm Sol. lax ASTM D4253-93
WNW
CRYSTAL COAST ENGINEERING, P.A.
3817-3 FROM TFAY - RUBIRT, N.C. - 28539
Phone [phone] Fax (910) M-0060
www.cry*[e-mail] David L Newsom, PId
Nor-TfOft & ar CshsMw soft IISx ASTM DI9I-91
Nw-TnMk areas Cobodontss self MIN ASTM 04233-/3
Typical Trench Details
No Scale
NOT TO SCALE
(12- LIFTS MAX.)
D
• d MIN.
2r N1t SMALLER
4'
30' & LARGER
s'
SEWER DETAILS
PREPARED FOR
CHARLESTON PLACE
JACKSONVALLE TOWNSHIP, ONSLOW COUNTY, NC
BY
JOHN L. PIERCERSPARED & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: 12-5-05
SCALE: NONE F.B. , PG.
JOB #2551033 FILE NAME: PSILOS, JOHN
Rev 4-25-05
1-30-06
SHEET') OF I �
�1
-.-- -r-
- .r 7 " ' _,% f"_i`.. �.� r ._?'fir TT+ .I t � � � .. •� 1
ITf � i 1, 1 K •� � i I f I' I! � i .i >'.%�1t +i}', �'.'�14.
{ �;., � � � �� �I , 5,. `r,ti •','i 4 l t f It .' n', ,E 1 1 , �;I.1j ,!1 d: l,�°I'
1.: ���; J. :F ,, ". �f�� ,A d: - ,'.F, `s u•r ;s ��,1 ll.•{ail .1�:.,'y., i iA,

CLEANLY PRUNE ONLY DAMAGED,
DISEASED AND/OR WEAK BRANCHES
FINISHED GRADE AROUND PLANT m BE THE SAME
AS ORIGINAL GRADE Or PLANT IN POT,
SET PLANT I' ABOVE FINAL GRADE TO ALLOW
FOR SETTLEMENT
3'HARK
DO NOT CREATE SAUCER AROUND SHRUB -
FINISHED GRADE SHOWN SLOPING FOR CLARITY ONLY
CAREFULLY REMOVE: TOP 1/3 IMF BURLAP OR
CONTAWER CIF CONTAINER IS NEON -ORGANIC,
REMOVE COMPLETELY)
CUT SEVERAL SLITS IN ORGANIC CONTAINERS
TO FACILITATE ROOT PENETRATION, REMOVE
BOTTOM OF LONTADVER COMPLETELY
SCARIFY PIT BOTTOM AND SIDES MINIMUM 6'
SHRUB DETAIL
(POTTED, BALL BURLAPPED OR CONTAINER)
WT To SCAU
USE 'ARBORTAPE' FOR GUYING
ATTACH 'ARBORTAPE' TO SUPPORT POST
POST PER MANUFACTURER RECOMMENDATION
EXISTING SL1B-GRADE
TREE DETAIL
(FOR DECIDUOUS TREES)
NO ro arxt
EXISTING ROAD
R/W
GEO—FABRIC
DO NOT TRIM BRANCHES AT INSTALLATM
TRIM AS REQUIRED DURING MAINTENANCE PERIOD
WRAP TRUNIC GREATER THAN 2 IN, CALMER
WITH BURLAP OR WRAP TAPE DURING TRANSPORT,
REMOVE WRAP FOR INSPECTION AFTER INSTALLATION
i! T-BARS IA'x IZ*x 96' LONG
SET NATURAL BASE (IF TRUNK r-2' HIGHER THAN
rXISTING GRADE TO ALLOW FOR SETTLEMENT
MULCH TYPE AND DEPTH PER SPECIFICATIONS
SOD OR SDVN GRASS
CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL
DIG PIT TWICE DIAMETER IF ROOT BALL. SCARIFY ALL
SIDES, M404D SOIL PER SOIL TEST AND SPECIFICATIONS,
USE AS BACKFILL IN PiT AROUND ROOT BALL
B S B ROOT BALL
R/W
PLAN VIEW
1. Stone size - Use MSHA size No. 2 (2-1/2' to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1--1/2"). Use
crushed stone.
2. Length -- As effective, but not Ness than 50 feet.
3. Thickness - Not less than Mx (6) inchea
4. Width - Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing - When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of--
way. When washing is required, it shall be done on an
area stabilized with crushed atone which drains Into on
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
S. Maintenance - The entrance shall be maintained In a
condition which will prevent tracking or flowing of
sediment onto public Tights -of -way. This may require
periodic top dressing with additional stone 00 conditions
demand and repair and/or cleonout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights--of-way must be removed
Immedlotely.
STABILIZED CONSTRUCTION ENTRANCE (D-5_
NOT TO SCALE
CONSTRUCTION SEQUENCE OF EACH SECTION
1. OBTAIN PLAN APPROVAL.
2, INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCES, GRAVEL, & INSTALL SILT FENCE.
3. BEGIN STRIPPING SITE & EARTHWORK,
4. INSTALL CULVERT AND RIP -RAP APRON.
5. MAINTAIN STRUCTURES DURING CONSTRUCTION.
6. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE.
7. REMOVE TEMPORARY MEASURES.
8. PERMANENT GROUND COVER TO BE ESTABLISHED WITHIN 15 WORKING DAYS
AFTER COMPLETION OF ANY PHASE OF GRADING.
CROSS SECTION
DESIGN SETTLED \
\21 MIN
_ l li i
5 ft 1.5
MAX ft
FILL
FILTER
ems, z,. a
(WEIR)
4 ft MIN
rIL1 L=I,% FhpFCltr
6" BELOW SETTLED TOP
OVERFILL 6"
/FOR SETTLEMENT
2:1 SIDE
SLOPE MAX
1;1 SIDE SLOPE
MAX
TEMPORARY SEDIMENT TRAP
(D--8)
SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
WHERE SLOPES EXCEED 4X
MATERIUME AL APPLICATION RATE
20% SUPERPHOSPHATE 600 POUNDS/ACRE
FERTILIZER(10-10-10) 1000 POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (HULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE. KY-31 50 POUNDS/ACRE
R� (GRAIN POUNDS UDA NHULLED) 20 POUNDS/ACREACRE
SEPTEMBE'R - NOVEMBER
FESCUE, KY-31 50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS.
UNDER NO CIRCUMSTANCES MAY "WEEPING LOVE GRASS" BE USED,
SEEDBED PREPARATION NOTES:
I. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
Z 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 MATH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4• IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPEancATiONS ABOVE. IN ADDITION. PROVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPHATE.
5• IF SOIL TEST IS TAKEN, PROVIDE UME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOiL
DURING SEEDBED PREPARATION.
BRICK OR
PRECAST
—�N DEW Y BROS. , Cam. 2 DROP INLET 2 X 36'
OONC. GROUT
FILL
BRICK OR
PRECAST
C, _DYROPINL O& �h2 X 36'
f
250500# CONC• �� 4 %4 . �� 9' 4 •
.
TO, 2'0'
Drop Inlet Detail
NO SCALE
EMERGENCY BY—PASS
6" BELOW SETTLED TOP
OF DAM
NATURAL GROUND
2" BCSC TYPE SF9,50 ASPHALT
P P r8rABC STb�NE P r
O 7 so
7
PAVANG DETAIL
NOT TO S=
r
5/6" GAL.AMN2ED
24�LON-
PARKING BUMPER
NOT TO SCALE
PLAN VIEW
INSTALL 8' OPAQUE WOOD
FENCE AROUND
DUMPSTER PAD
I W/GATE
!l
E
i
i ; 66-66 VHF
SECTION 'A' - 'A'
DUMPSTER PAD DETAIL
NOT TO SCALE
GRDinrO
SURFACE
CRYSTAL COAST ENGINEERING, P.A.
3E17-3 nMRD011 WAY - RUB=, N.C. - BMW
Phone [phone] Fax [phone]
www.crystaloaawtenillineering.00m David L Newsom, PE
E+O�r�eR♦rr�+ M�aaa�PPse
��f�rw � • r� l�rPaPior, OFF
E i
■ . ■ w MIN ■ . ■
•
CURB & GUTTER DETAIL
NO SCALE
12 GAUGE 4'X4' OR 2"X4' MELDFA WiRE HOOKED ONTO
PREFORMED CHANNELS ON METAL POST% OR FASTENED
TO CEDAR OR WOOD POSTS WITH NO. 6 STAPLES,
2' MINIMUM '
e
Curb Inlet Detail
NO SCALE
N0. 3 REBAR N0. 5 REBAR
O B" O.C.E.W. O 6' O.0 1I
• 8' CONCRETE S
BRICK OR
PRECAST SEE ORIFICE
AIL CONIC, GROUT PRI
4' DRAIN FILL
FROM SYSTEM
F2 0 # GCONC. ' 4 •
« 4' Z,0„
Junction Box Detail
1) RAISED TRUNCATED DOMES NTH 0.9 INCH
DIAMETER, 0.2 INCH HEIGHT AND SPACED ON 2.35 NO SCALE
INCH CENTERS SHALL BE INSTALLED ON THE
HANDICAP RAMP. THE RAISED DOMES AREA SHALL
BE COLORED THROUGHOUT THE CONCRETE WITH
THE COLOR "BATTLESHIP GRAY" PER NCDOT
SPECIFICATIONS FOR ADA COMPLIANCE.
DETECTABLE WARNING
PER (A.D.A.)
VAN
2'x Wx V4' ALUMINUM HANDICAPPED ACL U
II um R7-6 IBR R7-41A BILT TD Q
STEEL TUBE WITH wr CADMIUM KA70
BOLTS, NUTS. AND WASHERS
PROW PAM
IXYLY
7W-AWAY Ia
Ir'x Wx V4' ALUMINUM SIGN R7-0 FDIE M
'MAXIMB,M PENALTY e17E G& 20H37A) FINE
•!t,•
ICX r STEEL TUBE EXTENB Diu
PIK r-W. PROVLBE WELDED W,
PAW WHITE
PAINT PIPE BASE
I
I
LI
PAVEMENT
M STEM ftbr FILLED*6_I4
'+
WII
CAN WWAYTHTHRU PIPE
1'-6' DNA, caKmM BASESIM
SHALLCONFIRM V"M
�+
CURRENT ST�LDI9ILP CODES
ULTRAVIOLET RESISTANT (BLACK) WMRIFI
FABRIC OR EQUIVALENT SECUREb TO WIRE
WITH METAL CUPS OR WIRE AT a' OFF
CENM
HANDICAPPED PARKING SIN GE
/ NOT TO SCALE
• MAXIMUM SEDIMENT STORAGE LEVEL REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED (HALF WAY FROM TOP)
• OR AS DIRECTED BY CONSERVATION INSPECTOR.
III Ip NATURAL GRADE
CARRY APPROXIMATELY 12' OF FABRIC INTO TRENCH,
COVER WITH SOIL AND TAMP BACKFILL.
CARRY 6' OF WIRE INTO TiiE7ICH.
METAL, CEDAR OR 4'X C TREATED 101000 POSTS AT a'
OFF CE11"M MAXIMUM. CEDAR AND WOOD POSTS SHOULD
BE 3' DEEP MINIMUM.
REySIONS:
DEC. 20, 2005 PER CITY TRC
JAN. 30, 2006 PER CITY TRC
DETAIL SHEET
SHOWING
CHARLESTON PLACE
PREPARED FOR
JOHN PSILOS & BERRY KRATSA
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JQHN L. PIERCE--- SURVEYING
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: DEC. 4, 2005
JOB # 2551033 F.B. P.G.
SCALE: 1 "= 40' FILE: PSILOS, JOHN
(PRELIM 9-29-05)
SHEET 10OF 11
__.__T_ M I_ �I. •1. i' it •I� rr 1 i. it, rt'., 'I rr'•,.. 1.{�;1' .+i1! ,1i it ��
i � r e s f . •r t -� •IPA uS •1 �'f ',i -�i'^ill jti-0�i ri .}.tE '(', P`+"

Top View
2,- ON
NIA
7
J
SAND -min. 6" deep
Cast Iron Meter Box Lid
Cast Iron Meter Box
Standard Clay
Bricks
3/4" Wate t. -
Service Line
STANDARD METER BOX INSTALLATION DIAGRAM
Br i s Ll
lean Sand,
NOTE: Meter and Yoke not shown
Notes Meter Box Shall Not Be
-•- Catod In Driveway.
wit _' CIM Sand aDmpietely
encase the Outside of brick.
Sand
Valve Box Cover
Tamped Earth
Pavement
1r1x'.'4�L% h✓fKi
I
—old,
Valve Box
Threaded _
�•
Thrust
4�
Coupling for 410
��
2" Cap
Collar
THREADED ��
cap of Blow —Off 1
BOTH ENDS
24" Long
r 249' Long it
Z" Pipe
•.II.,
��j�,JI.Y%++/�lr�%/= 14; 'l
2 ,. Brass �-
-Nipple
II 210Pipe �,
�Nipple
A
o
21" CI 90
,V
A ,E
Band -Threaded
�:hr,1;
'%nr.
4,� ,�, Ilf�l►
•
Water Main
� r
I•'
6•
Concrete
s
•.
rI, .
is -' " A
s � 4 #
#&T Stone j + '�:'
�
Blocking
.�Wj\ 4- (11
Mechanical
Joint CI Plug
FORD C 87-77
Tapped 211
STRAIGHT COUPLING PACK JOINT Tamped Backfill.)
X MIP WHEN BLOW OFF 13
ON 2" MAIN
NOTE:
No plastic or galvanized screw fittings
before valve.
For mains larger than 1211, use 6" Blow -off Assembly BLOW -OFF ASSEMBLY
DETAIL
No plastic screw fittings permitted in assembly
NTS
TRENCH WALLS
Ii GA, SHEET METAL
PLATE BEHIND PLUG
PLUGS
SIZE 6 8 10 112 16 18 20 24
D 6 6 6 1 6 10 12 14 18
L3 W 20 22 24 J24 132 L36 40 48
WATER MAIN PLUG D_EJAIL
NTS
CONC. OR SOLID
CONC. BLOCK
3
WALL'
TRENCH WALL
W..O F- CJW
DARLING MARK 73 OR 0M
NEULLER CENTURION
FILE HYDRANT WITH
1- 4 1/2" PUMPER NOZZLE
AND 2 - 2 1/2" HOSE NOZZLES '
DEWEY BROS. VSX-TE-100
VALVE BOX OR APPROVED EQUAL
SIDE WALK 2" s •
O )� G CURB A GUTTER
mop
o' ' disc'' + • • ` d" GATE VALVE
1 30" MIN. COVER
' M.J. LOCKED
E I HYDRANT TEE OR TEE WITH
i/, '' 1 AT41b I APPROVED PIPE RESTRAINT
w •.�rl Fir VV SEE DET 40-S
e MR ALTERNATE
CONCRETE THRUST BLOCK a •nA i
PLACED AGAINST _ +
UNDISTURBED EARTH. W. A,;A
`Y'I ,f r� `• a �r
/ �\r ' , �-•-- M.J. LOCKED HYDRANT ADAPTER
MIN. OF 3 CUBIC FEET OF OR APPROVED PIPE RESTRAINT,
CRUSHED STONE FOR DRAINAGE SEE SHEET 060-8 FOR ALTERNATE
BETWEEN HYDRANT AND VALVE
STANDARD DETAIL HYDRANT SETTING
C11115 „Ik gUTTER WITH SID WALKS
NTS
CLOMP F - 2500
DARLING MARK 73 OR MUELLER
CENTURION FIRE HYDRANT WITH
I1-41/2" PUMPER NOZZLE AND• 2-21/2"
HOSE NOZZLES
DEWEY BROS. VBX-
TE-100 VALVE BOXY 4 , 6" GATE VALVE
DUC- LUG
6" WATER LINE
3/4" THREADED RODS
(COAT W/ FIELD APPLIED BITUMASTIC)
NOTES 1. RESTRAINING RODS OR CLAMPS FOR D9 VALVE
ARE NOT'REOUIRED IF THE PIPE SECTIOol BETWEEN
VALVE AND HYDRANT IS MORE THAN 12 FT. LONG.
2. RESTRAINING RODS BETWEEN VALVE AND HY-
DRANT ARE NOT REQUIRED IF HYDRANT IS ADEQUTE-
LY MOCKED.
STANDARD DETAIL HYDRANT SETTING W/RESTRAINING RODS
NTS
3
D V MIN.
90" ELBOWS
SIZE
6
8
10
12
16 118
.20
24
D
8
10
12
12
12
16
20
20
L
2A
27
30
34
48
51
54
70
W
12
16
20
24
28
34
40
44
- 4 5' BENDS
SIZE
6
8
10
12
16
18
20
24
D
6
6
6
6
.6
8.
8
10
L
18
20
22
24
34
40
45
52
W
12
14
16
18
22
25
28
32
ANCHORS (HORZ; §ENDS) DETAIL
NTS
I TEE
t
•;.s.
WATER MAIN,
EMBEDMEI
ZONE
b
e�
l
N
WYII
FITTIN
HEAPED BACKFLL.
OPEN TERRAIN
4' GtSJL 1 OW VA Tes; e•s, 9111we'f •wo!
• •sllouze ea. I �e7E-f •rl t�uwL _ •
WITA AIM&W STOP A se
esr► W %me I •ews v-1s-G&
! 7go"""
W tTi+e To as SRT %V CIT`C
COUNTY OF ONSLDW
,4%V7PPRov%D
MECHANICALLY COMPACTED
LUXFILLti' LAYERS
CRUSHED STONE OR
GRAVEL BACMLL, ROAD 8URF:4CE
1 b % PIM/EMENT SASE
j
VIAN
EMBEDMENTEMBEDMENT
'L
ZONE ZONE O_
IIES VARIES VARIES
UNPAVED AREAS PAVED AREAS
SUBJECT TO TRAFFIC
PIPEAMAIN EMBEDMENT SECTION DETAIL NTS
INITIAL. BACKF'ILL -12 • ► I/2 D
HAUNCHINB • 0
�DyAOpd`�V P BEDDING 3'- 6'
0 44 v�Qo
uFOUNDATION ( IF REQUIRED. DEPTH VARIES)
TEE ANCHOR DIMENSIONS
SIZE
6
8
10
12
16
18
20
24
D
.6
6
6
6
10
12
14
18
L&H
20
22
24
24
32
EE48
' ANCHOR (TEE)
DETAIL
MOTE: !launching for flexible mall
NTS
pipe (PVC corrugated and SDR 35)
TYPICAL BACKFILL
shall be O.D. + 1 inch.
Haunch4nv, shall be of thoroughly
SECTIO N DETAIL
compacted oeT sTosw mATnPIALs
NTS
NOTE:. Flexible wall pipe shall pass
'
a Si mandrel in accordance
with relevant ASTM specifications.
• • ,•
,,,,,,,,,,,,,,,,
WATER DISTRIBUTION DETAI LS FOR : eP Af:LIS�516
-•;-a r> -,
PROPERTY OF'
•EAL
F1EA, �5b4iA iS
JACKSONVILLE, N. C.
8148
•••ti
�; :'
JACKSONVILLE TOWNSHIP
O N SLOW COUNTY
ill "� `'''�`
rDATE:- "'JZ-5--05 SCALE : NO NE
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sw FF■ 1.00
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i BLOCK & CRAWL INLET PROTECTION (TEMP)
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INV-45.52 � + i 4E-SB NV�#3.91 $. IVT � ROCK QAhi
- 1 1 _- CHECK DAM
_ -rt [ PROPOSED FINISH GRADE 4=
r PROPOSED TOP OF CURB GflADC
PIPE tA13CL
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0.25
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0.25 _
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> IQ AU
al x bA RCP - Reinforctd Concrete Pi
+anstructron �mLierct: +4L97
A. Notify Enginvar, Owner and Land Quallty Section prior
to bagrnning construction,
B. Instoll stabr11zad constructlon antrpnce(e),
C. Instdl tilt ftnce where indicated. Install vdlare
Indicated. Silt fence ohail be molntained un#N tha
area In vta0zed competely.
D. Construct atonnwater Pvnde• Imptall outket etructures-
Construat Crrtiet ptatectran where sown.
E. Rough Arad• tlte. Prate (RI where requlrrd.
E. Install oWnieti, Inetoll #Weis rinare (sod or 4ton• on requlred)-
5eed awale bunko and other adyocsnt araaa,
F. luolntaln erasion control measurer as needed to murc
full functionob111rty.
G. Place ABC aver compacted subgrade, Inatolr acphoit
eurfaCe CCUFFOL
H• Ietirrd and mulch ohnuldere an¢ ditches oe n4cesaary-
I. $red, faro ire, and mulch ail dlstjrbed orsoa within 15 days
of =mpleting any phase of the grinding work.
J. Parmanent groundcover For all disturbed areoe wrthEn 15
working da}t or no more than 34 colendor dope fallowing
completion of construction.
RIP RAP SOUR PAD SCHEDULE
Sized using ttiY70T Dissipatoz Char Ls.
to-S MIA.
where DA-A/640 Top -
lAnear Feet
110-7.17 , n/hr.
Tips
Feet pa'r 6ecord
VELOCITY
1ENGTA
W110TH
C-0,55
RRSF 4
(fpe)
z 'E
Ifee0
(feet)
1
415
2
8
d
NOTE:
2
5.0
Z
8
5
I. Contractor
shall uee NCDO'' approved RCP fQr all ,p�s
3
4.?J
2
10
6
underneath
NCnO'T and/or Private roadwapa.
4
2.5
2
10
6
2. Con tractQr
may Ube 1=07 approved RCP 6± RDPE (2
yain a3I_
other arena
includigq drlvE�way pipes.
PFV, = r'A&jL
M.U. -#SAP BOOK
EOM EXISTING CONCRETE MONUMENT
SCM SET CONCRETE MONUMENT
Dale U.E. - DRAINAGE & UTILITY EASEMENT
5 - PAINTED STOP GAR
HANDICAP Ac ESSIBLE
PROPOSED STOP SIGN
HC - HANDICAP ACCESS
I, JOHN L. PIERCE. CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNI}ER MY SUPERVISION (DEED REFERENCES SHOY,IwI
T)!pE HEREON), THAT THE BOUNDARIES NOT SURVEYED ARE
STONE CLEARLY INDICATED; THAT THE RATIO OF PRECISION
Ci'IB^ AS CALCULATED 1S 1:10,0 +; WITNESS MY
C1"sA ORIGINAL SIGNATURE, LICEN$URE NUMBER AND SEAL
rl'If3A TIHIIS____, DAY OF , 20- .
C1{'$n
1. NO LANMAPING OTHER THAN GRASS WTHIN EASEMENTS OR OVER
NEATER AND SEWER MAINS
2. THIS STE IS IDENTIFIED ON THE CITY OF JACKSONVILLE'S SID9WALK
PLAN
3. THIS PROJECT REQUIRES 10 ACCESSIBLE PARKING SPACES. EIGHT
SPACES SHALL BE PLACED AT NFL A -TYPE ♦*)NITS, ONE SHALL 13E AT
THE CLUB HOUSE AND THE FINAL SPACE SHALL BE LOCATED FAR
THE 8-TYPE UNITS.
C THE PROJECT REQUIRES EIGHT TYPE -A ACCESSIBU UNITS AND THE
REMAINING GROUND FLOOR UNITS SHALL BE TYPE-B UNITS.
5. THE BACK PORTION OF THE PRi7PKRTY 1S WTHIN THE ETJ AND AN
ANNEXATION FETITION MILL NEED TO BE FIt.EII).
B- BOOST FRUMPS ARE REQUIRED AND ALL WATER MAINS SHALL BE
LOOPED,
7- THERE ARE NO NCGS OR USGS MARKERS WITHIN 2,000 FEET,
8. CONDITIONS OF CLIP: SUBMISSION OF A WE PLAN (MEETING ALL
APPLICABLE DEVELOPMENT STANDARDS) WITHIN 18 MONTHS OF
CONDITIONAL AND SPECIAL USE PERMIT APPROVAL. AFTER WHICH, THE
CONOIT10NAL AND SPECIAL USE PtRMITS WELL RECOME NIJU AND
VQI D.
9, BUILDINGS ARE TO BE WOOD AND HARDI-PLANK, THIS IS TYPICAL
FOR ALL BUILDINGS,
10. THERE ARE 6 TYPE -A ACCESSIBLE UNITSS (SEE LOC►tTIONS ON
BUILDINGS) AND ALL OTHER GROUND FLOOR ir1NIT5 SHALL BE TYPE -El
UNITS.
EXIST $" SAS! SEWED _
PROPERTY ADDRESS:
MCGARIEL DRIVE EXTENSION
JACKSONVILLE. NC. 28546
no
I T EIEA ED FAR #IIStRLi TION
TOP-47,45
INV- 3.92
�7.
IN�1�44.0�
27,3' `
SWR
41
wv -+�.$a
W13ter, Sewer & Storrnwotvr Devign 13y_
1N''"Cx"� DRAINAGE AREA SUPPLEMENT
SHO WNG
H ARLE T N PLACE
� u
❑ PREPARED FOR
JOHN 1 SILOS & BERRY KRATSA
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE - SURVEYING
409 JOHNSON BLVD. ,1ACXSONVILLE, INC8540
PHONE: [phone] GATE: DEC. 4, 20D5
JOB # Z551033 F,B. P.O.
SCALE. 1 40' nLE. PSILO , JOHN {BASE 1 - 0-05)
(WAG) REVISIONS: DEC. 19, 005 (TIRO). JAN. 16, 20136 (TRC)
REASION : FEB. 10. 2006 (TRO) MAR. 2, 2006 (TRC)
GRAPHIC SCALE
I REF; DB. 2429, PC.638
MARCH 16, 2006(ADD EASEMENT OVER STORM DRAIN ON SITE)
MAY 12, 2006(CORRECTIONS PER COMMENTS FROM TOM ANDERSON)
JUNE 20. 2006(CORRECTIONS PER COMMENTS FROM TOM ANDERSON)
JULY 7, 2006 PER QW0 5TORMWATER
(W5M)
I incJE3
N � ! 7:471 7 AM EST 'SHEET 3 O 11