SW8890612_APPROVED PLANS_19890811

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 '� 9 O\�Q k 2
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
c� `6 O -6 I l
YYYYMMDD

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A SE•II MATtON COMM% PORES COM KTION
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71
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^„� A
1.
INSTALL ALL FjRIMETER WMIOM AN SEDUMATION
"""
K 5 '
capror Dcttas Pala TO, STa IPPIMG SITE.
.
TMW"
SEDIMENT TRAPS.
•'•1
'`''� _ _ • -
S
COWTINT BITCHES ANDDRAINAGE PIPE.
AHEAD SMPPGRAMINFA FOR 47ABIMG.
A.
�6.
LAW
C01lLHTE PINIS�O �iDFNO.
COMPLETE
e.
SNM A MPW ALL ARRAS • MGM COMPLETION OF
PINISBEO RBMRas.
-�
I.
SEEN -A MULCH ALL AREAS WITHIN SO DAYS UPON THE
..
STOPPING OF ACTIVE CONSTRUCTt ON.
IV
W.
CLLAM SEOiAW FROM SEDIMENT TRAPS A►TER EACH
Iy1 WALL EVENT.
B.
MAI"AIM A" TEMPORARY A PERMANtO EROSION
VICINITY MAP
NO SCALE
CONTROL DEVICES.
10_
ROrYE ALL TEMPORARY MUS=n UPO11 THE
COMPLETION OF CONSTRUCTION AND ESTABLISHMENT Or
Seeding mixture
VEGETATION.
Species - Rate l no acre)
Pensacola Bamapass 50
Sense& Rsoedaza 30
CommO^Belmt,da;aSS 10
Garman mtllal 10
Seedtng notes
1. Man, a neal appearance s dasaed. Omr senCea.
2. Use common Earm.:xgrass Dory on n.rineo stes where 4 cannot be-
rome a pestdh 5 o.ra Cara
upeosgrass.
S"cling Oates
AM t July 15
Soil amendments
0 ro/acts
in 10 Shc IB5:3 Ora 3.000 Apply Gnla and,se rnI r on..n g pt.
ground agr¢uauni limsslone and 500 Maas 10-10-10 tertii¢v.
Mulch
Apply 4.00D Wacrs grain straw or ecin,tWent mwr of another sunabe
mulch. Ar o try tackvq weh asphalt. ronrq, or namn5 or oy crimping
weh a mulch anctohng loos. A risk won Dudes sel nearly straight can oe
used as a mulch anchonrq loll.
Maintenance
Relamid. fhe lolbwing Apt, with 50 blacu mrogsn. Repeal ae growth re-
cuvss. May of rno'"'ed only Dots a year. Where a neat appearance iz
desired, ems serica. and mow as Doan as needed.
I
7'
509
�rN� GRID
eaaaaaa
I 1
I I I
I
I IY
I
i-
591
11 26' 6' 6r
�2,r 12
0ER F T 1/4" PER FT. I j .4 .. PER. F7. I"PER
2MAX
L-6" ABC
NOTE_ CONSTRUCTION OF ROADWAY SHALL 8E IN CONFORMANCE WITH N.C-D.O T.
"STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" DATED JAN. I , 1984
AND LATEST REVISIONS
TYPICAL ROADWAY SECTION
D.B. 481, PG. 205
O I � r f7�
N.T.S.
sa
umar a.� ^-Ysn 1
Crossaacden ns. raeea
M t 1Y..MYr
�• Saar �. s"'s'..a
wye ....
Slur sacndrl
SEDIMENT TRAP
TANGENT TABLE
NO, BEARING DISTANCE
I N 050 43' 44" W 12 8.15'
2 N 05043 44" W 40.00'
3 N 4802844"W 85.00'
CURVE TABLE
NO
RADIUS
DELTA
_
ARC TANGENT
CHORD
BEARING
Cl
325. 66
17027'27"
99 22 50.00
98.84
N 020 59 59" E
C2
325.66
17027'27"
99.22 50. 00
98.84
N02059'59"E
C 3
199.29
42045' 00"
148.69 78,00
14527
N 480 28' 44" W
1078' e
a
1 I
P.K. NAIL N 05° 43' 43.77 W 2084.50
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1
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f. lIiLi
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a
ca
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p
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R �LL
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90
S 05Of 43 43.77.E
. _.
180�
--- _
23 0
------ ---�
J
5 0 4
q A
10 J 3 I I 21 1 0 `9)
/ xe Pil -
E RAN[reNT' �-
--- I 00 Eg`5/ �I J i (23 I (� 21 J Bo
I I I S. 48L E I40L.F. 18"RC
9F:� WETLAND p
) 18 R.C.P I I LE. 3.7 '. r \ R+
I 7, a 'i 4
3UPLT GB 6a I \ay g0 \P \O� 49 0 'y _ 9�\ A" 4060 g qq \�
x x z x x x ;� z' xx \ x \
Q 4° ►` e5 I d \ 35
�a % 1 \
R'/
I
a 1 e \
5 OFF
q /
�' sP \a 2 \O' 01 eb
/ -- = X x X I x xx ej z x- x x z /�, \
1CD 1( , 8' W I i 'y 1 1 61
R` --- I 2l!I\x \\ XI \ill r, 2) 1311 14� 1//15�
�fr EA9E1lMT- - - _ I I ll I \� ���
/\ WETLAND-, \ \ Q,
1 OFF EDG of I I I TEMPORARI^ SEDI ENT TRAP iE ,
/ 6 \ = I PAVEMENT I DA = O 2� \ C?
\ J ----- I , 81 113 ( I STORAGE=45 CF \
609.62 I S 05 ° 43 43.77"E 1014.9E'
8% 6'REDUCER-
F-_EEV A TAPPING -- TYPICAL BUILDING ENVELOPE
AND BE A fi VALVE
AND BOX i I I 779'
iIt 854'
OCEAN GLEN TOWNHOUSE CONDOMINIUMS I I I
D.B. 429 , PG. 60 I
EXISTING fi'PVC
OWNER E DEVELOPER: LITTLE/JONES DEVELOPMENT COMPANY
3106 SOUTH MEMORIAL DRIVE
GREENVILLE N.C. 27834
PHONE: (919) 756 - 7799
ENGINL
ll'II,MING'1'ON, NORTHCAR01,[h!A
(;REENVILIX, NORTH CAROLINA
CIVIL - SIRUCTURAL
MECHANICAL - ELECTRICAL
LAND SURVEYING
OPEN CUT ASPHALT
DRIVE AND REPAIR
EXISTING 8"PVC
64 l.vLe `_AMC,"ALE COLIC<�( (we r,, r'TYr'E r. 2)
AG02. 11aY C GOUCSE(we OOT 7 YVC ALC)
OCEAN BAY VILLAS
D. B. 473, PG. 261
%ISM n;,T f}:✓F1.2s1(
J
L�AiE 400e"E-/
121 n t � 121
I,OTF,S'
I. F•(MST UJL7 r1'1C ,j"_r MULL V-E COI" svli" A *,w.
Z erO Coal. CoUKFLL L- KEI'L hGEMEui SIIALL MATCH TNI: Va[5S
CF E%ISTI1Wj P/\VEtAFNT. 15A15H eVUP-SE 'SIIA!_t- Er A Id,anaut_I or
61' CJUKS[ Alrin CF /r ArE BASE ec VXSE
b- Ti': LJ..ta j_C71JI-I P_EaTUIILFE2 FJR LSheVrILL fYL 15Fi IA��T by
sr La_L EE IJJ :: srlJJcilKv PCJCT Js' I-STIA
PAVEMENT REPAIR DETAIL
N. T. 9.
GENERAL NOTES:
1. RATER MAIN SMALL BE INSTALLED
BEFORE SUBDIVISION ROAD IS
PAVED. RATER WIN SHALL BE
LOCATED A SUFFICIENT DISTANCE
FROM CENTER LINE OF ROAD TO
ASSURE THAT IT WILL BE A
MINIMUM OF S' OFF EDGE OF
PAVEMENT WHEN ROAD IS COMPLETE.
OWNER SHALL ADVISE RATER MAIN
CONi IIACION OF PROPOSED PAVE-
MENT WIDTH AND LOCATION.
2. PROVIDE MINIMUM OF 3M" COVER
ON ALL WINS INCLUDING
U11'CH CROSSINGS.
3. ALL PIPE FITTINGS. BENDS, AMU
SECTIONS OF PIPE WHERE ABRUPT
CHANGES IN VELOCITY OCCUR
SHALL BE BLOCKED WITH CONCRETE
AND BRACING TO PREVENT MOVE-
MENT UNDER MAXIMUM TEST
PRESSURE (150 PSI I.
4. CONTRACTOR SHALL BE RESPONSIBLE
FOR DAMAGE TO ALL EXISTING
UNDERGROUND AND OVERHEAD
UTILITIES ENCOUNTERED IN THIS
WORK WHETHER SHOWN ON THESE.
PLANS OR NOT.
S. CONTRACTOR SHALL INSTALL WATER
MAINS UNDER ALL DRAINAGE
CULVERTS UNLESS 3' OF COVER
OVER PIPE CAN BE MAINTAINED,
0ILVnI(T\ SHALL NOT RE DISTUNHEi,
h. ALL VALVE BOXES NOT LO(:ATEII IN
PAIcbfi%NIS SHALL BL Gkouhl) LEVER.
AND \LHHUUNDEU B) A CONCRETE
C1x.I.AH APPHOXIMAIKLY IN IN
DIAMEIEH AND 3" THICA.
I � ,
WETLANDS
t y
P�440,
�� \
BOGUE
SOUND
i I
r a k01 ,,�'•• � a
SE �+.L
14
WATER SYSTEM DESIGN ONLY
,
LEGEND
FIRE HYDRANT
~ VALVE
T
TAPPING SLEEVE
---W---
EXISTING WATER LINE
-W-
PROPOSED WATER LINE
B.O.
BLOW OFF VALVE
X 5.5
EXISTING SPOT ELEVATION
6.0
PROPOSED SPOT ELEVATION
ROADWAY LAYOUT JUN • ;���
AND
WATER MAIN EXTEN S ION17f`T`°£` uR`
89mco Iz
4
SALNDRYPEI£' VILL iiCE ,
NEAR INDIAN BEACH
MOREHEAD TOWNSHIP
SCALE: I"= 100'
0 100 ISO 200
'NORTH CAROLINA
CARTERET COUNTY
FEBRUARY 1989
300
I inch : 100 ft.
500
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