SW8070649_Approved Plans_20080208

JG'
TO WILMINGTON
TO JACKSONVILLE
NC 50
TO SURF CITY
VICINITY
MAP
N.T.S.
__
OVERALL TRACT AREA
184.75 AC
PHASE 3 AREA
73.57 AC
SITE ZONING
R 15
TOTAL UNITS PROPOSED
243
TAX PARCEL ID
423601288197
PROPOSED DENSITY
3.32 UNITSIAC
RECEIVING STREAM
COUNTY LINE BRANCH
STREAM CLASSIFICATION
SA HQW
IMPERVIOUS AREAS:
BUILDINGS, LOTS (4,200 SF/LOT)
1,©,SF
ROADS
360Q,228 28 SF
SIDEWALKS63,$2ti
SF
OTHER. (AMENITY AREA)
24,200 SF
TOTAL,468,848
SF
v IMPERVIOUS
45.8%
DISTURBANCE LIMITS
53.4 AC
SITE DATA
GENERAL NOTES:
1. TOPOGRAPHICAL INFORMATION PROVIDED BY CHARLES F. RIGGS
AND ASSOCIATES, PLS # L-2981. INFORMATION PROVIDED FOR
ENGINEERING DESIGN PURPOSE ONLY. NOT FOR RECORDATION.
2. ALL WETLAND BUFFER INFORMATION AND SETBACKS HAVE BEEN APPROVED
BY THE ARMY CORPS OF ENGINEERS ON SEPTEMBER 28, 2004 AND PROVIDED BY
CHARLES RIGGS AND ASSOCIATES, PLS # L 2981. NOT FOR RECORDATION.
3. ALL EXISTING UTILITIES HAVE BEEN OBTAINED THROUGH RECORDS. CONTRACTOR
SHALL FIELD LOCATE AND VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR
TO COMMENCING WORK ON SITE.
4. CONTRACTOR IS RESPONSIBLE. FOR DISPOSAL OF ALL WASTE MATERIALS
GENERATED THROUGH DEMOLITION AND GRUBBING ACTIVITIES SHOWN.
5. SILT FENCE SHALL BE UTILIZED AT THE LIMITS OF DISTURBANCE AS SHOWN.
CONTROLLED SEDIMENT FENCE OUTLETS SHALL BE INSTALLER EVERY 200 FEET
ALONG INSTALLED SILT FENCE PER DETAIL SHEET.
6. ALL DISTURBED MATERIALS SHALL BE SEEDED, MULCHED, AND STABILIZED
WITHIN 15 CALENDAR DAYS OF CEASE OF ACTIVITY.
7. ALL FLARED END SECTIONS AND DROP m: INLET'S, SHALL BE AFFORDED INLET PROTECTION
PER HEY'DETi4IL HEFT.
8. WATER AND SEWER SERVICE SHALL BE PROVIDED BY THE TOWN OF HOLLY
RIDGE.
9. ALL ROADWAY STRIPING SHALL BE THERMOPLASTIC AND SHALL MATCH
NCDOT STANDARD SECTION 1205 AS WELL AS STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES AS ISSUED BY THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION.
10. THIS SITE LIES IN FLOOD ZONE "C"AS DEFINED BY FEMAFLOOD MAP
COMMUNITY PANELS 370340 C AND 370340 C.
11. ALL UTILITIES SHALL BE UNDERGROUND.
12. ALL BROKEN OR MISSING SIDEWALK PANELS AND CURBING SHALL B
REPAIRED OR REPLACED.
13. A IV NON MUNICIPAL- UTILITY EASMENT SHALL BE OBSERVED
BEHIND ALL RIGHTS OF WAY
14. SITE ZONING IS R-15 RESIDENTIAL
15. RUNOFF FROM ALL IMPERVIOUS SURFACES SHALL BE DIRECTED TOWARDS PERMITTED
STORMWATER TREATMENT SYSTEM. IN NO CASE SHALL ANY RUNOFF BE ALLOWED TO
DRAIN OFFSITE WITHOUT BEING TREATED IN STORMWATER SYSTEM.
16. CONTRACTOR SHALL PROVIDE VALVING AS REQUIRED TO LIMIT PUMP STATION FLOWRATES
TO MAXIMUM VALUES AS INDICATED.
ate.
•
z
Ld
Q PROJECT NO. PW-647
D!
Q..
DRAWING NAME • : F: /MASTER/Pw-647/DGN/DLM- DGN
150 7; 0
GRAIIIC SCALE: 1"=159
214
213
212
211
210
t
t 208 CD
206
205
405
( 407
t 409
410
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to
o 411
� w
412
413
414
415
416
417
418
� 42i1
1 422
219
Lr�
0
crn
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w
�S
'. 230Q 45'
N43_'34$52"E
co I
X,L12, t9-.fri!S
ow — TRACT BOUNDARY
—,--.—WATER,, PROPOSED WATER
MM PROPOSED SEWER
J7s PROPOSED STORMDRA I N
WETLAND
REVISIONS
COVER
FOR
TH E �� BO Pc�HOODS OF
HOLLY RIDGE, PHASE 3
,•-�'z;.•5s��nrq-; --.� HOLLY RIDGE ONSLOW COUNTY NORTH CAROLINA
Q.� < : :.
z° 5 �= OWNER: NEIGHBORHOODS OF HOLLY RIDGE: LLC DESIGNED: DLM
��' cam: ADDRESS: 106 A CINEMA DRIVE DRAWN
toe'-•.4eN6'• '�'• WILMINGTON. NC 28403 DLM
•••:...••'' Q` t%
H PHONE: t 910 1343-9202
4';littet�t+' APPROVED: J HF
DATE: 6I28/07
STROUD ENGINEERING, P.A.
=150
�JAMES �1-I. -EN ESS. J � �':E SCALE:
I 102—D CINEMA DRIVE
WILMINGTON. NC 28403
SHEET � OF
[phone]
DLM.dgn 12/17/2007 2:50:46 PM

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NOTE:
UTILIZE WEIR FOREBAY AS RIP RAP APRON 50' MIN. •-
IN HIGH DENSITY SYSTEM OUTFALLS
I C -•� 0 -
20' DRAINAGE EASEMENT
l
ou
- - ;� ----------------------- ---- ' -- -----=
213' DRAINAGE EASEMENT
t I
_.i J s n -alit - ,
G SEDETAIL
PROVIDE RIP APRON
AT FES PER APPROVED
EROSION CONTROL PLAN
EXCAVATE WEIR FOREBAY
1.5` BELOW SWALE INVERT PROVIDE I'THICK VEGETATIVE FILTER--
3A (MAX) SIDESLOPES PIP RAP LINING RETAIN NATURAL
IN FOREBAY
VEGETATION AND GRADE
- - EX. GRADE uEPE SITE ALLOWS
- - - -
ADE• , T
8' D.I.P. WEIR
SEE RETAIL
WIN- S{ oPE` 0_ _27- FRnM I -ES
INVER I I U I UP OF
WEIR
SECTION B-B
MAX
SECTION A -A
8' D.I.P. WEIR
Nib i SEE DETAILpq
-
'9
r
PROVIDE 1' THICK EXCAVATE WEIR FOREBAY
RIP RAP LINING SECTION C-C 1.5` BELOW SWALE INVERT
IN FOREBAY 3:1 (MAX) SIDESLOPES
RETAIN NATURAL
VEGETATION AND GRADE
WHERE SITE ALLOWS,
MAX
SECTION ND
ISOMETRIC VIEW
t nL"-is s tt /-1 fZ nt` CCt^TTtW ...,-� := l rJ�rr -r.�hTRr+i::
ON FOREBAYSIDE
-; ; j;
ON FILTER SIDE
8' DUCTILE IR04 PIPE --
FILL PIPE WITH NORMAL
WEIGHT CONCRETE AND �, �' 4� o
CAP BOTH END=��', '
COMPACT SOL NOTE: PIPE WEIR SHALL BE SET LEVEL
ADJACENT TO PIPE TO PROVIDE EVEN FLOW DISTRIBUTION.
WEIR DETAIL
LEVEL SPREADER -VEGETATIVE FILTER DETM
ppn.II;(`T tqn- e P -64T
DRAW I NG NAME, ; F; /FASTER/PIN--647/DGN/OLIO. DON
TO POND
INV. ELEV.
t c
I t
I I
FROM COLLECTION
SYSTEM PER PLAN
i
BYPASS WEIR � I
TOP ELEV. I
I FROM COLLECTION
I SYSTEM PER PLAN
DT
I "i ml�e iTTVW
I" it
TOP ELEV.
-!- - - - - - - - I
t FROM COLLECTION
SYSTEM PER PLAN
1/ 1O POND tit
NY. ELE .# t c tt
I NV. ELLV,
STAINLESS STEEL_
FLOAT BRACKET
BYPASS WE I R 8" DIA. INLET
TOP ELEV •
SIDE VIEW (ROTATED Ff R CE. RITY)
WEIR DETAIL
SEE SCHEDULE FOR SIZES AND ELEVATIONS
POND BYPASS STRUCTURE SCHEDULE
1
J1A
p
t
28.00
FINISH
t^_*omr:
AJi u✓L {
28.50
INV
IRI
!tF t
INVTO
Ianr�O
e . i
INV TQ
F TEP
fi
TOP OF
Iv R
s
PIPE
SIB
t 7 i
23.20
1 13,20
[5.45
1ti.ti'1
3U
JIB
55.00
56.00
48.70
48.70
52.00
53.21
36"
J1C
48.00
48.50
44.00
44A
44.50
47.21
30"
J1D
41.00
41-60
1 37.20
37.20
38.25
39.46
16`
---
�,-•'' TSURUMI SIMPLEX PUMP
UPPER RAIL SUPPORT
•., _ __ STAINLESS STEEL
� ----------- - j STAINLESS STEEL
`. RAIL SYSTEM
t
IT O.C.
i }
L__ ----.. ___------ -J
VENT
PUMP STATION 2 PLAN VIEW
PVC DISCHARGE
1/2" TREATED PLYWOOD
CUT MATCH PANEL
AUDIBLE AND PRECAST CONCRETE
V�{� 4" DUCTILE IRON
VENT W1 SCREEN 6 DIAMETER FLAT TOP
SIMPLEX CONTROL PANEL Wd W OPENING FOR
+^WI MAIN DISCONNECT �} j (�jy ALUMINUM
(j [�/{ { (g� ACCESS DOOR
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ALARM RELAY ._ _ F f4 � -
& HASP (OR AS APPROVE
BY ENGINEER)
T(� ELEV. VALVE EXTENSION HANDLE
t
TREATED 4'X4"POST
4
WI 2V CONC. FOOTING VENT ANCHORS PROPOSED GRADE ELEV.
VT 1 s5mam '00��
6
tY 3.4
PVC FORCE MAIN `� .. LIFTOUT CHAIN
`'• • 2" CONDUIT SEALE#3 i IW STAINLESS
GASPROOFAROUND STEEL
CABLES AT ENTRY PT. a DISCHARGE
STEEL REINFORCED COPOLYMER GATE VALVE, PVC
I3nI VPP "A EMI: P1 AS1'tP ';TTEPB t r,,..,.� TRUE UNION, BLOCKED TYPE
IO C'UNI•L)KNI I U R5 I M Wd MANHOLE Wl EXTENDED BASE E • tfnctrrt VAilll
LOCATED IT O.C. (TYP.) .
8" DIA. SDR
INLET ELEV. 4
tf t qli ittlt47f-if i.a} t i kfsi9s W ss'ss syeJ. WW. srw v+_re t
- _
BASIN
TOP
FINISH
GRADE
PUMP
ON
PUMP
OFF
INLET
BOTTOM
PUMP
MODEL
FM. '
SIZE
A
28.00
27.00
25.10
I
24.00
25,00
23 00
NK2-15
3" PVC
B
60.00
65e40
49A0
48.00
49.00
46.00
NK2 22
3" PVC,
C
48.00
47.00
42,10
41.00
42,00
39.00
NK2 22
3" PVC
D
4I ,Q0
40.00
38.10
37.00
38.00
35.0U
LB2••4f l0
2" PVC
.s
' TSURUMI MODEL
NK2 22 SIMPLEX PUMP '; f
m ---------- • ,
' BELQ3L _
_ /
])p�rypy yyy MODEL
f/ J1(A i(W..1=}� .00
44.00
,{TSIIRUMI iIOIJLL PUMP
6T', i '{{ to tIYY_� -f
x ilttSL-15 9iMPLEX rt�M s (6fS 61� "'�' ._'� �.,-_'_`.t ?- n iax s __ AA nn
_tC LJ3` i1H1L f - - - 6 vER-.2 t `
I` J1A INV.1= 23.20
�� ' • F2C
N - J1A IW. 2= 26.45
'` • -of F1 A IW.= 23.00 ,
• ' • �e J1A FZA INV = 25.3€} LEV W
FILER
WEIR=26.61�
•` 3'
-' •;,.f! / PUMP
I ER, SUMP-- 44.00
TOF48.0 T .�
•oeA- • j EVEL ggPREAE)E � B07 OM 40.0 � WEIR= 44.50
GETATIVE FII_TI f R PERM. P= EL. 44.0
SEE DETAIL Ti POOL!EL. 47.21 ' t
tuft Sf - 'ems' �i •�-!_T4 11i11Etxx :`€€€€€€€€€ 3 ffi €ti t S I
- - - - TC}P 27. i - FILTER SUMP-- 25.1 - - : PUMP
Bt1P 16 3.0 IPE WEIR= 25.6 i BASIN C
- - - OL EL ; - TEMR L EL. 26.61 _ _ •'
t
IN
'IV MAINTENANCE
EASEMENT
TSURUMI EL
TSURUMI MODEL , LB2-400 SIMPLEX PUMP
SEE DETAIL
NK2 22 SIMPLEX PUMP t
1 TOP 40.0
{ BOTTOM 33.0
__
PERM. POOL EL. 38.0 _ _ - , -
169.1 TEMR POQt�t €L. 39.45 PUMP -
BASIN D-
--
J1A INV.1= 3720
--`J1A IW, 2= 38.25
`,�,iEIR= 30.45
_t+`�t LEVEL SPREADERf
TOP 55 fl = - ' �.� FILYE'R
�ATIVE FILTER
BOTTOM 4t%tl • \ ,
fE I?EIAIL
.� S - 37.50
PERM. PL M. 49.0 { I << 1(i MaI�AiOE . ,/ PIPE WE
TEMP. POOL EL, 53,2• ,' -.-- u ''- ,ASE:MENT
�..
�C8
47
1
_ _ _ _ _ _ . -
m
- - .
_ J1A IIN 1 _ 48.70
L SPRE:AbERI
y� iVE FILTi
FEe AIL
•
{
J1A INV. 2= 52.00
4
'
{jj
AA
INV.= 51-74
FILTER SUMP= 51.64
:
A
WEIR-- 5321
PIPE WEIR- 52.04
PROVIDE 5:1 I WCI�SLO�pE
REQUIRED ER TOP
PUMP BASIN SCHEDULE
BASIN
TOP
TEMP.
POOL.
PERM.
POOL
E3OITOM
WETLAND
ELEV,
A
27.0
26.a1
25.0
23.0
25.0
B
55,0
53.21
49.0
45.0
NA
C
48.00
47.21
44.0
40.0
�43.00
D
40.0
39.45
38.0
34.0
8.
S IS HEFiULBA E FOR E LAVA 'ON
PDII�P BA�IN DETAI�.
NOTE
SEED PER SEEDING SCHEDULE lNITIAi.LYANO
PROVIDE PtCItiEt�1.�IEEIa SPRIGS C2UF.€t ENTIRE flOTitIM
(1 SPRIG EVERY 2.5 SF)
]PUMP ON
SEALED MERCURY
.
401
TSURUMI MODEL KTZ47.5a DISCHARGE PIPE PVC SCHED,80
i i ' i i � •
BOTTOM W1
STAINLESS LAO
4. i •
• •4
6' FILLET - .:' , 'ABC STONE
� . +�•s is�a_f_�i�s•�al+*+r •s!s s �sI►a s !s�lj�
r • a + /t`•'Ts�c_ �* `s"!`�s# ��j •''� + i�'��� -�'ir�IT
!j ��,t a'�}s+Mvi++�s'Ss+��'als+�3-+Mss�a-�►ss�+'�
i l
TOP TOP
BOTTOM 5
(E)aSTING GRADE)
t Trlu
DtICTtOt9 OF
WATER FLOW
APMX'i
BWG FW
A .
Q
1
"
BOLTS
DEPTH
1.L RUNOFF FROM IMPERVIOUS SURFACES
IF�it{�J/iRp�(c�-�r}�� TO PERMITTED
�m�y�Er��nsr{t��t�w�ACr�1 �a
i. iALLOWED
VjVf �Ciy{3i�i}3�1t1�FTF{�F{��9V&�Ybi IMPERVIOUS iU,;€S�TAAV�Ey�'�B''{�
#El'sf.,!. sJ l'i'GLt TO DRAIN Vtiial. CONTRACTOR
ir_ a=_onnxcia`� cna Cac:,it;te.sr_ LOTS HCfE
)TO DIRECT STt1ftMWAi'E#t RUNOFF Ili SY51 EIIA.
Ut� �
rrPl
tlNDFt= t=R4M
1PtRVtQUS
) STREET
CURS -- .
TYPICAL LET GRADING DETAIL
NTsi2
\ tti lYtl'1t1Y tC:t'VL
� \ EASEMENT �• � �
T
Bf°t+.7Ik a INVERT -
CA_ �_ ant - .•.-H y _ �� _ ...
Y!L CI.CI.i-YI 4 - - •�- -i _- • t/>-iVIY�lLa-sirl�l+ � � �
EX ELEV=80.8
� goTroMSA�F � �MSA�87ss �
VOLUME-7497 C �
103 � OL =6839 CF
ttrt-o nt takt�
11 RECEIVES PUMP BASINS " C"AND "D"
BASINS "A"AND \8"
INFILTRATIC3 BASIN DETAI�.
NOTE'
SEER PER SEEDING SCIE13ULf II+IIF`IAIIY AID}
.-.: .-.��:=-1/WlV�Ir tYtrap MA«li=TSFt-^ t�i';'tT1T 3511T1-ti2
(1 SPRIG E�tY2.aSF)
•* GAR4LI�t{•.
aiasaaaaa�a
♦�};ram. . ��a["{r_.SSI�+A.�a*_7
4 "' s • v YEf • • O
7 i
- •0 f s
• 0&6 • aI
y JJQ`►
i V•� i
�j 1� aaass.ass
F
[ t+tt####�{�
�E FE RE S.
t . aI
INFILTRATION BASIN SCHEDULE
BASIN
TOP
BOTTtiM
SHWT
AREA
INFILTRATION
RAPE INIHR
!2
62.0
�•B
58.8
4876
13.7FOR
Ft E V I S I O N S
STClR�E1�ATER DETAILS
HOLLY RIDGE oNSLOW COUNTY
NORTH CAROLINA
OWNER:
NEIGHBORHOODS OF HOLLY RIDGE LLC
DESIGNED: DLM
A,DORESS . 106 A CINEMA DRIVE
DRAWN:
PHONE;
(910 )343--9202
APPROVED: ,#HF
S`�l�Ot�D ENGINEERING, P.A.
DATE: 6/28/07
1-7102-D
CINEMA DI�tVE _
SCALE:
�/vis{*�
!
{ 91 O � 81 a"V775
p 1 � UF
SHEET
DLMdetails.dgn 12117/2007 2:27:1 5 PM

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j S """�;'-LAT MAIATENAR(;k; rLAA SEED $Ell PR.OPARA-4-401 1. INSTALL SILT FENCE, SEDIMENT BASIN,
EARLY SPRIN�ILATE SUMMER
Seeding Mixture 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE _______r..�_�_� AND STONE CONSTRUCTION ENTRANCES.
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- L IME-- ---90 1 bs/1000 SF 2. CLEAR AND GRADE AREA OF CATCH BASINS,
Species Rate (lb/core) PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. lbs/1000 SF PIPES AND S �E�
German Millet 40 ANY NEEDED REPAIRS MILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED. 10-20-10------____---- ------- 12 I bs/1000 SF 3. INSTALL CATCH BASINS, PIPES AND SWALES ATTACH POLY LINE ATTACH POLY LINE
In the Piedmont and Mountains, a small -stemmed 2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASINS AND BLOCK STRAW MULCH ---(AFTER SEEDING) 90 Ibs/1000 SF ALONG WITH APPROPRIATE TEMPORARY B/W INLET AND FLOAT B/W INLET AND FLOAT
Sudangrass may be subsstTtuted at a rate of 50Ib./acre. AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY �- s VEGETATE AS PER VEGETATE AS PER
HAS BEEN, APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED p{y ASPHALT TACK --- --------- 200 GAL/TON OF MULCH E-ROS I ON CONTROL MEASURES TETHER TO BERM SEEDING SCHEDULE TETHER TO BERM SEEDING SCHEDULE �---�
BBc#iTtSI 0fi1BS OR REPLACED THEN THE SEDIMENT POOL NO LINGER DRAINS PROPERLY. CLEAR ۥ GRADE 55
FOR AItvTANLi �, `-'`'t "t�€ FIBT 1 �, r �� y� _ FOR MATNTANLI'.'�CE �� �xFL0 T r
Piedmont - May 1 - Aug. 1 IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE SEEDING MIXTURE G. PROVIDE VEGETATIVE COVER TO THE� �,%/%�•
Coastal Plain -Apr.. 1 -Aug. 15 WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. GREATEST EXTENT PRACTICABLE0.S 0 �
_
(FEBRUARY 1 APRIL 30) TE
4. CONSTRUCTION ENTRANCE WILL BE RAKED REGULARLY
7- REMOVE TEMPORARY OUTFALL PIPES N.Sail Admsndments SO AS TO PREVENT CONSOLIDATION OF THE STONE. THE STONE TALL FESCUE____- ------ --1.2 Ibs/1000 SF
SHALL ALWAYS BE UNCONSOLIDATED TO ALLOW FREE ROTATION 8. INSTALL PAVEMENT � � � �
Fo I I ow recommend at i cans of so i I tests or Opp I y 2, flt)0 I I3facre ground OF T IRES. PENSACOLA BAIL I AGRASS-- ----0. 25 I bs 1000 SF' /� SKIMMER � \ ASSEMBLY �
agr i cu I rota I I i mestone and 75ti lb/acre 1 CI-1 I)-1 0 fart i l izer. � , PROV i DE � OD�o VEGETATIVE COVER \ � � ASSEMBLY ��/
5. ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY. KOREAN OR KOBE LESPEDEZA {SCARIFIED)-----1.2 Ibs/1000 SF OF ALL DISTURBED SOILS FLEXIBLE COUPLING ��/\ /fFLEXIBLE COUPLING
Mulch AND PLANTOMA1INTAIN AING VIGOROUS, DENSETIONS VEGETATIVEECOVERTATIVE t MAY 1 -AUGUST 31 I 1 {�. REMOVE SEDIMENT FROM AND STAB It IZE BASIN I �i / �------------ �\� �/\�� A_.:�
. [A( r \\f
with asphalt, netting. __-___-- _____ 11 . REMOVE SILT FENCE ...----------j 23 ...�................ _ ft/ ,,/
Apply 44Ofl0 Ib+acre straw. Anchor straw by tacking w# a p g TAL! FESCUE -1.2 Ibs/1000 SF _ -
.+.. ff ran t t ni+,: .sre�.S•..n.v : r.iv .t-h.S t A A rwv sit. 4. K t ^A.-.,, na-I. vyary 4 4t e, 4- -^ : ivh--t-- _ _ _ -
�. f 1 ! , � :� � x `4. `;.�: �`.,\3.,\_\': ` �',5% f r�i` I s'f t'.t ., �.1 �s,,\,.,`i�•. +. '��s;`� �'v� '� i
i>id>•iEAN OR #LOBE LE5FF_ EZA i JLii#Z 1 # f LU J # . L # bbl # vvu Sr " PVC`, TO -le, _'�\\`y1 f \f \ \ � ♦ ' elf � 4' PVC TO-" " ^ �
used as a mulch anchoring tool. OUTFACE \ y\ ��� ' OUTFALL/%v��
Maintenance BROWNTOP MILLET- -----------0.G Ibs/1000 SF INV.--25.45 �\�\ , INV.-�-52.©
ALL SLOPES 5;1 tlll STEEPER SHALL /� \ � ti\
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Referti I ize if growth Ts not fully adequate. Reseed. referti I ize and mulch BE STABILIZED WITHIN 21 DAYS OF (SEPTEMBER 'I - JANUARY 31) � �!'� /f / � �\ �\'� JIA INV I=23.20
i mined i rats I y fa I I Ow T ng ergs i On or eramage.
COMPLETIONOF GRADING. ALL TITHER TALL FESCUE ----- ------------ 1.4 Ibs/1000 SF -� J1A INV. 2= 25.45
FIAINV.=23.00
SURFACES SHALL BE STABILIZED WITHIN KOREAN OR KOBE LESPEDEZA (SCARIFIED)--- -1.4 Ibs/1000 SF F2A INV.= 25.34
30 DAYS OF C(IMPLETION OF CONSTRUCTION. WEIR= 26.61
RYE (GRAIN) ------------------ 0.G Ibs/1000 SF 169
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DIRECTION OF
LATER FLOW
APPROXI
BLDG FOO
LL RUNOFF FROM IMPERVIOUS SURFACES
1E DiREC"tB TO FERMITTED S"I ORr13WATER
i. iriu RUltiurr �I VIYl in6rsriv rU0 OUrirM.'zo
IEALLOWED TO DRAIN OFFSITF, CONTRACTOR
IE RESPONSIBLE FOR ENSURING LOTSARE
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0D E POINT
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IPERVIOUS
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cum
TYPICAL LOT GRADING DETAIL
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CONTROL
FABRIC
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FOR BAFFLES, SUBSTITUTE GRASS MAT W/ 6 X 6 WIRE
MESH REINFORCEMENT FOR SYNTHETIC CLOTH
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FILTER FABRIC TO BE TREVIRA
SPUNBOUND TYPE 11/120
RIP RAP APRONS SHALL BE PROVIDED
ON DOWNSTREAM ENDS OF CULVERT
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SALE DETAIL
N.T.S.
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MAX
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ES
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VEGETATE AS PER
SEEDING SCHEDULE
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F2A INV.= 44.20
WEIR= 47.21
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RIP RAP 4" PVC TO
OVERFLOW OUTFALL
WEIR
SEDIMENT BASIN "C" DETAIL
Mu
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OVERFLOW „$
WEIR
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F1A INV.= 48,00
F2A INV.= 61.74
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ATTACH POLY LINE
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TETHER TO BERM
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IL RUNOFF FROM IMPEM1IOU55 RFACES
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IDGE POINT
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WEIR WEIR-- 39A5
PM
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OUTFACE
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SEDIMENT $ASIN "D" DETAIL
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R E V I S I O N S
STORMWATER AND GRADING PLANS -PONDS "A" AND
"D"
FOR
HOLLY MIDGE, PHASE.3
HOLLY RIDGE ONSLOW COUNTY
NORTH CAROLINA
OWNER: NEIGHBORHOODS OF HOLLY RIDGE: LLC
DESIGNED: DLM
ADDRESS. 106 A C I NEMA DR I VF
,§ .
WILMINGTON, NC 28403
ULM
PHONE: [phone]
APPROVED: JHF
STROUD ENGINEERING, P.A.
DATE: Ei128107
SCALE
10€; T �s MA DR T VE
t" WILMINGTON, NC 28403
I (910) $15-0775
SHEET 4 OF
DLMzoorn.dgn 12/14/2007 9:44:10 AM

rn SEE O.
41
V) p BACK OF CURB
p -71 GENERAL NOTES:
i � �` � "'.� � ��• �
� ' E "" �• � , ALL UA 1 tiPQt Z L Vrm 0-0 It's ur-r l i +ba l2c
C-)rn 'p`y :°•.:: �',. �? •.:a',,::° 3� o°` B ON CENTER. `STEPS SHALL BE IN ACCORDANCE WITH STD. NO B4tI.6S.
ZIz�(f}Q 4 "�` 6" OPTIONAL CONSTRUCTION — MONOLITHIC POUR 2" KEYWAY OR III BAR DOWELS AT
"U<3 � ' ' A -- :4 ,_ 6 12' CENTERS AS DIRECTED BY THE ENGINEER.
�.. �. — f• :� FORMS ARE TO BE USED FOR THE CONSTRUGMON OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OR BOX. ADD TO BASE
s+' AS SHOWN ON STD. Na $4Q.00r
(n a d USE TYPE =E'. "F' AND "G" GRATES UNLESS OTHERWISE INDICATED.
Q.
.ro• `:b °:b' 'r'v °�' c c� rx r�� r v _ FOR 0-0- IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB, QY£R
6'—o" TO t6'-17 IN I•IE€v� l t1:iE i WALLS AND 80 i Oil SL ABA QUANTITIES
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TYPICAL STREET INTERSECTION
W[iiE: ImMSECTM ii N M. 2t8 M PAVE 3W i011.
r
1 I>x SF 9.5A
Per f#. 1
t, # PER FT. SLOP PAVING �
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ON ONE SIDE GUTTER
TYPICAL CUL-DE- SAC STREET SECTION
ki _ T
60' R/W
5' 6' 28' 8--B (26' G-•G) 6`
'€ � b�" SF9a 5A
tsar- #. t,. PER FT. SLOPE PAVING
5SIDEWALK L TYPE -P- ��•- 6" ABC
ON UK SIDE GUTTER
TYPICAL LOCAL STREET SECTION
N.T.S.
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ROADWAY DETAILS
FOR
HOLLY RIDGE, PHASE .3
HOLLY RIDGE ONSLOW COMITY NORTH CAROL INA
OWNER: NEIGHBORHOODS OF HOLLY RIDGE. LLC DESIGNED: DLM
ADDRESS: 106 A CINEMA DRIVE DRAWN:
UITI llTtd _Tnl0 _ MP *)QAnl DLM
7:.L.##fi&d;.tdi.af4T Fatir s_vcvcr g
APPROVED: i J NF
S TROUD ENGINEERING, P.A. DATE: 6r28/07
SCALE:
102-►tDT�1C�a•I�F-NraEs`MA DRIVE
WTI M l Mr. t i Fitts wn 28403 c 1 -T- Ara r'sf- f -n
ail
DLMdetaiis.dtgn 12/1712007 2.27:50 PM