SW8060806_APPROVED PLANS_20150325

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0l0 0 8 0l0
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2015 0 325
YYYYMMDD

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EX. CB. KURE VILLAGE WAY
ROOD 14.41
18" RCP IN 10.79
18" CMP BUT 10.83
� i4.i 13.
TEMPORARY 15.0 lx TOP* 14.1 TOP 1 .
CONSTRUCTION / / INV 6.38 INV 6.40 9
ENTRANCE PER
DETA T I
` 4' BOARDWALK
JB 5
TOP 14.5 JB 7
INV 6.26 4.5 TOP 14.
EX. CB.
HOOD 12.84
--.12" RCP IN 10.43
118" CIP OUT 10.22
EX. SSNH O
RIM=12.07
INV=2.68
i
N
EX JB 1EX. CB.
CURB BEHIND HOOD 12.57
CUR
--..-� yr 24" CMS OUT 10.32
--F --- -- EX. CB.
HOOD 12.24
24n CMP IN 9.56
OUT 9.49
TOP 12. 12.5 -- -
INV 6.54
TDP- 1z•:5 ��� DI x
JB 10 IN�•fi.71 i
9r TDP 14.0 6 A �'� INV 6?T3 --
p INV 6.46 p 1
x JB
4' BOARDWALK 14. DP 13:5
13 INV 6.63, �
CB 5 j INV 6.2 T i .� 3.0
n
/ TOP 14,
IN 6 0
` 4.8 /
1 0 f PAD FEA 5. 0 14. In
/ PAD FE=15.4 M l Q f
/ PAD FE=15"8 0
PAD FE=15.0 .----
o 15. M 15' 0 n' 15.8
_ 15.0 �j
m 14.5 14.2 ----/-/. / JB!4 JB/SUMP , E
Q�M / TOP 14.7 JB 2 : TOP 15.0 1 .0
p Q INV 6.28 5.0 [NV IN 6.00
Et.08 INV SUMP JB 6 JB 8
[NV
i TOP 15: T
INV 6.06 1B PAD FE=14.8 / f
f6.6 36 RCP � 0. H INV'6, D LF 36 RCP 0. L14.5
6.25 [[��
INV .25
1 _ - - - - _ / "' ` �"'" - 32 F 36 RCP @ 0.3X JB i 1 2I LF 3
4 JB 54 LF 36" RCP @ 0.3X g" RCP @ p_3X - l l E I
2
TOP 14.5JB
INV
8ffLF PE
TRENCq INV 6.42 TOP 14.2 6' BOARDW LK /
15 5 INV TRENCH
PE 133.0 1 INV 6.50
INV TRENCH 13.00 31
POOL
`. V4.8
7177..
P F
4
:15.0 TO 44.0 MALE nEr.K FE=16,n FEMALE i 14..
.
/ 1 :'6.42
- PAD FE=15.8
------- - / \ 5"2-- PAD FE=15.2 /�X C 1•
15.5
6' BOARDWALK D i
PAD FE=15.8 TOP 14.3
r.� NV•-G.i- r.,L.�
GENEIR
Kl�
i
NA
SITE
Q
W
�L
CD •
V
ti
VICINITY
NAP
SR f AREA
I.tIAG
01" AREA
1.5JAf
ZONING
6-3 NIJbt`1-fAM1G�f
NO. Of FROP05E0 WifS
9
A61.QMAat OE1151SY
14 UNItSII�.
PROP " "Wify
UNIfS/AE�G
K,011(09 PARKING W06
J0
FROFO6EO FaING APES
10
MwIluf SFxE6 FROVIOEO
i 4
IMPBRYIOU6 AREA6
6u11A1Nb5
Imo 5f
mots
1010*
fARKI*
60656E
RE690
11456f
trI
st000iF
IWOKVIN FER6EN W
50.9X
PROF05E0 60AKOMA6K AREA
130ff''3f
FP,OPOW PM AREA
s 13,5Z3tso
PRA oo mfIYE OPEN 5FA6E
2.161 bf
SITE
DA.IA.
14.1 DENOTES PRWOSED FINISH ELEVATION
j
:-�--- DENOTES EST. COMMON ?�
a
DENOTES PROPOSED S71M DRAINAGE
DI VI IES DT 61mg CATCH BASIN.
'
V INLET PROTECTION
•i DENOTES LIMITS OF DISTUffi MCE
DENOTES SILT FORM y
i
-"4*--DENOTES DRAINAGE DIRECTION I
7
DENOTES PROPOSED FIRE HYDRANT
-
DOOM PROPOSED MANHOLE
ars DENOTES PROPOSED D IN SANITARY SEVER
6
s
x
i
3
r
F
f
v m E
a / 15.0 EX. -DI i 1.) BARY INFORMATION PROVIDED BY OWNER.
p PROVIDED BY THE TOWN OF KURE BEACH.
PAD FE=15.2 1 .5 r. 24"DC1M1P 3
2.) LAND PLAN PROVIDED BY OWNER.
/ 30 i 3.) WATER AND SEWER SERVICE TO BE
/ PAD FE=_15-:4 1 8 � 5.} TRASH COLLECTION
WITHIN THE VEFLAOOD ZONE PER VWIP EY3720303900 J.
%1.
1 /// ! t 6.1 THE 01E HUNDRED YEAR FLOC ELEVATION IS GIVEN TO BE 14.0 MSL. d
/ s PLAIN MANAGEMENT ORDINANCE.
•., �-- i.) ALL BOARDNALKS AND DECKS CONSIDERED TD BE PERVIOUS SURFACES. ?
------ I 15.0
/ e.) DEVELOPMENT c1atSIITIiCiIuN SHALL BE AS PER Tilt iuw"ri i� KURE BEACH STANDARD SPECIFICATION. ,
/ DI / TOP 14.9 :14.2 / 10. NEW CONSTRUCTION SHALL COMPLYSEDIMENTATION
WITHNCO THE TOWN IT KURE BEACH FLOC MAN T ORD g
1 10.1 SOIL EROSION AND SEDIIENTATIDN CONTROL PERMIT IS REQUIRED. I
INV 12.0 / ^� CB 3 -♦' INV 6.40
/ / t 11.) STATE STORMQIATER MANAGEMENT PERMIT IS REQUIRED•
/ 15.2 P IT REQUIRED.
14.5
JB 1
_ '1 � 12.) WATER MAIN EXTENSION PERMIT [5 REQUIRED. ,
t 13.) GRAVITY SEWER MAIN EXTENSION PERM IS RE O
14.) NO WETLANDS EXIST ON PROPERTY.
_ 90 LF 12 PE e 6.OX TOP 14.0 - ► CB-1_ i 15.) ALL COMMINJ AREA TO BE DEDICATED AS DRAINAGE EASEMENT
_4 TOP 14.3
_- 47 55 LF 36" RCP @ 0.3%
4XV 6.30CD
DUMPSTER PAD ���` y-� 109 LF 36" RGp. 3 TOP �13.5 13.5 TO. OFPWEIf�9?77 A - i i SNTA� R E V I 5 I 0 N S {
RECESSED 2 i --- �_ INV 6.63 47 LF 36" RCP Gay 3 24" RCP OUT 7.8 12.5 ` 1 APP EN�IRONM BY N0. DATE DESCRIPTIO
WITH 4' TALL ��
DLM 2 8/4 SITE DATA
PRIVACY FENCE ��` i 13 Q f WA N
----- N
/ '• ORiH CAR �E ,� OOMMISS 7/27 N
i MANAGEM N DPM 1 9/8 PER DENR
- 9 EF 24" RCP 0.9X N Nov1\
N/F MR. & MRS. KIRKBRIDE
I
-- 7 -- -- D1�IS\ONO
7
SEAWATCH LOT 20 1 �------ -. ' ' --�•�" EIt--DI t
297 SEAWATCH WAY
DEED BK. 4899, PAGE 3030 EX. SSMH T� iU.38 t
RIM 11.78 24" T `CMP__IN .73
N/F SEAWATCH SUBDIV. COMMON AREA INV 3.60 P4" RCP OUT-7.73 I
SEAWATCH HOME OWNERS ASSOC.
W
122 SEAWATCH WAY TIE IN WITH NE '
24 RCP AT 7.73
PRoiE.r,T II PW-653
DRAWING NAME -:F:/MASTER/PW-653/DGN/SW.DGN
DEED BK. 3700. PAGE 312
I
I
T
I
I
I
I
T
15 0 15 30
GRAPHIC SCALE: 1" = 15'
EROSION CONTROL AND STORMWATER PLAN
FOR
E Z:A w u E
"��""""'"'• FEDERAL POINT TOWNSHIP/ KURE BEACH, NEW HANOVER COUNTY, NORTH CAROLING
��,.•``G ...... y �45.
OWNER: SEA VIEW INVESTMENT GROUP, LLC DESIGNED: JRF
o o __ P.O. BWA lqo
szs ¢;y_ ADDRESS: DRAWN`: JHF
Ny w. KURE BEACH, NC 28449
�Np ' PHONE: [phone]W I
APPRO�/ED: JHF
s
ASTROUD ENGINEERING, P.A. DATE: 032mC
4 S H. EN "E55. J 20643 SCALE:
102-D CINEMA DRIVE '
a WILMINGTON. NC 28403
.... _.__. _ __.__.._.. SHEET; 1 OF ; 2
[phone]
2's

DUVALL
24 RCP
INV 7.8C
r/ i 4u 40N0
.00
83 F o I I I ------
I
I �
r- o --
I
I
I
N I ! a
III
/ 8.6
20 0 20 40
GRAPHIC SCALE: 1"= 20'
IN FROM COLLECTION/
slok 36PE PIPETAT( REVERSE GRADE
INV 6.77
CAST IRON STORM SEWER
CURB INLE
9PT
OJTFALL PIPE
24° RCP
INV 7.80 i
i I It i
OIIFALL 111ER
TOP 9.77 JIIAE VIET(
PLAN VIEW
IN FROM COLLECTION/
STORAGE SYSTEM
361 PE PIPE AT REVERSE GRADE
INV 6.77
BYPASS STRUCTURE DETAIL (BASIN 1)
NTS
4.0`
rLGRANULAR BACKFI ,
.• :o.:o. �'n 'A
ILAPI�A
8" PERFORATED
CORRUGATED -
PLASTIC PIPE
CONSTRUCTION FABRIC
(TREVIRA SPUNBOUND
TYPE 011/120)
TRENCH BOTTOM
ELEVATIDN=13.0'
o I I I i
NOTE: ALL COMM AREA TO BE
DEDICATED AS DRAINAGE EASEMENT
----------1 r----------
I ! I I
I I ! ! I
II I I I
L I I I I I
r A
DIMENSION DETAIL
15.25 FINISHED ELEV.
2" GAVE VALVE
TO
INFILTRATION
TRENCH .. _ .. ..
VALVE BOX
`5' ELEV. AVG.
+/- 0.5' COVER
IN -SITU v rA\V/A\ / I �'n" MIN
SOIL (SAND) vn //^vnn/ '
N0.57 SEASONAL HIN
4" CLEAN SAND WASHED STONE WATER @11.0'
INFILTRATION TRENCH DETAIL
N.T.S.
PROJECT NO.: PW-653
DRAWING IVAML
"".:F:/MAS ER/PW-653/DGiv/SW.^vGN
15.25 FINISHED ELEV.
2" CHECK VALVE
- w
UNION OR QUICK DISCONNECT
2 PVC
STAINLESS STEEL
LIFT CHAIN
7
- i
INV=6.00'
ZOELLER E264
230 V 1 PH 60 HZ
30.2 GPM @14.0 TDH
S�6PHONAHOLETI-
•:. PUMP ON
6.60' ,
PUMP OFF
:. 6.00
• TANK INV. INV=6.00'
5.63'
.. r r r r . •
JUNCTION BOX/SUMP DETAIL
PROPERTY LINE
i
j EX EP/
• PRn,IFCT
i
EROSION & SEDIMENT CONTROL
i
MAINTENANCE PLAN
SEEDING SCHEDULE
1.
ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE
SEED BED PREPARATION
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-
"
LIME----------------------=--90 Ibs/1000
SF
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
I
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
10-10-10------------------ ---25 Ibs/1000
SF
PRACTICES AS DESIGNED.
10-20-10---------------------- 12 Ib6/1000
SF
2.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN
STRAW MULCH ---(AFTER SEEDING) 90 Ibs/1000
SF
{
IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE
ASPHALT TACK----------200'GAL/TON OF MULCH
WILL BE REPAIRED AS NECESSARY TO MAINTAIN A. BARRIER.
3.
CONSTRUCTION ENTRANCE WILL BE RAKED REGULARLY
SEEDING MIXTURE
SO AS TO PREVENT CONSOLIDATION OF THE STONE. THE STONE
(FEBRUARY 7 - APRIL 30)
SHALL ALWAYS BE UNCONSOLIDATED TO ALLOW FREE ROTATION
OF TIRES.
TALI FESCUE--------------1.2 Ibs/1000
SF
4.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
PENSACOLA BAHIAGRASS-- --0.25 Ibs1000
KOREAN OR KOBE LESPEDEZA (SCARIFIED)----1.2
SF
Ibs/1000 SF
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
(MAY 1 - AUGUST 31)
TALL FESCUE ------------------ 1 .2 Ibs/1000
SF
KOREAN OR KOBE LESPEDEZA (SCARIFIED) ----- 1.2
Ibs/1000 SF
BROWNTOP MILLET ------------- 0.6 Ibs/1000
SF
SECTION A -A
(TYP. SILT FENCE SECT.)
TYPICAL SILT FENCE DETAILS
5' SQ. (TYP)
-----------
1 I
1
o � A
WOOD LPOR OST r�0
WIRE i OO
FABRIC
-----------J
r^LAiv VIEW
9' (TYP)
AS PER PLAN (12' TYP)
PARKING
DRIVE
6" COQUINA
OYSTER SHELL
PERVIOUS PARKING
SURFACE
SPILL CONCRETE
.}atiy,¢;•, SLOE VARIES
CURB & GUTTER
SUBGRADE CDWACTED
TO 95% MODIFIED PROCTOR
PARKING
SECTION
6"
I/2 RAD
18"
a� 3" RAD.
101/
12" LOPE
7
ns
3000 PSI/
CONCRETE 24"
NSTRUCTION SEQUENCE (SEPTEMBER 1 - JANUARY 31 )
4LL SILT FENCE AND STONE CONSTRUCTION TALL FESCUE ---------- ------- 1.4 Ibs/1000 SF
%NCES. KOREAN OR KOBE LESPEDEZA (SCARIFIED) ----- 1.4 Ibs/1000 SF
i AND GRADE AREA OF CATCH BASINS AND RYE (GRAIN) ------------------ 0.6 Ibs/1000 SF
SLL CATCH BASINS AND PIPES FOR SLOPES 2:1 OR STEEPER ADD;30 Ibs./AC SERICEA
i & GRADE LESPEDEZA AND 15 Ibs. TALL FESCUE
\LL UNDERGROUND UTILITIES
ILL PAVEMENT
IDE 100% VEGETATIVE COVER
-L DISTURBED SOILS. ALL SLOPES 5:1 OR STEEPER SHALL
4 SEDIMENT FROM PIPES BE STABILIZED WITHIN 15 DAYS OF 3
i STABILIZATION.
6" HEIGHT EXCEPT
ROUND INLETS.
5' MAX.HEIGHT
AT INLETS ONLY)
0 ALLOW FOR
VERFLOW.
5' MIN.
SURY
COMPLETION OF GRADING. ALL OTHER
SURFACES SHALL BE STABILIZED WITHIN
15 DAYS OF COMPLETION OF GRADING.
TEMPORARY SEEDING SCHEDULE
EARLY SPRING/LATE SUMMER
Seeding Mixture
Species Rate
(lb/acre)
German Millet
40
In the Piedmont and Mountains,
a small -stemmed
Sudangrass may be subsstituted
at a rate of 501b./acre:
Seeding Dates
3
Mountains - May 15 - AUG. 15
i
Piedmont - May 1 - Aug. 1
Coastal Plain - Apr.. 1 - Aug.
15
Soil Admendments
Follow recommendations of soil
tests or apply 2,000 lb/acre ground
agricultural limestone and 750
lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Ib,acre straw. Anchor straw by tacking with asphalt, netting,;
or a mulch anchoring tool. A disk with blades set nearly straight can
be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed,lrefertilize and mulOn
immediately following erosion or other damage.
i
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12�
}
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.00
0'
;
09e
000'60. 2"-3" COARSE
AGGREGATE
00
ao G" DEPTH
50, , 0, o°
° a' 8 c6
3'-O" UNLESS
P00a_
^�o0' ©T 0
a _
OTHERWISE NOTED
IN PLANS
3' MIN.
BURY
I N
i
EXISTING ROAD
CONSTRUCTION ENTRANCE DETAIL
fl APPROv,
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COPJIMISION
DIVISION OF WATER OvkAL Y }
R E V-I S I 0 N S ;
CLP p BY NO. DATE CRIPTION
DLM 1 7/ 7 P D
TYPICAL SILT FENCE SECTION M 2
DLM 3 9/8IZ4 P RDENR i
NOTE: POSTS TO BE SPACED 6 FT O.C. OR 8 FT O.C.
W/ 10 GAUGE 6 X 6 WIRE MESH REINFORCEMENT
1/B" RAD.
6"
CURB AND GUTTER DETAIL
EROSION CONTROL AND STORMWATER DETAILS
� A FOR VA f n#
-����x
FEDERAL POINT TOWNSHIP. KURE BEACH, NEW HANOVER COUNTY, NORTH GAROLINA'
OWNER- SEA VIEW INVESTMENT GROUP, LLC DESIGNED: JHF
i?- P.O. BOX 745
ADDuA,FCNNC• DRAWNJHF
KURE BEACH,NC 28449
PHONE: [phone] APPROVED: JHF
)
STROUD ENGINEERING, P.A. DATE. o3rz4a
AA
SCALE
V1D2-D CINEMA DRT`!E
WILMINGTON. NC 28403 ? €
[phone] SHEET j2 OF 2
i

i N/F
• 1 r +
! SOUFLAS. THOMAS J.
j AND LINDA G. r N/F N/F I j li
FIELDS. NORMA JEAN
j ASHBRIDGE. BYRON L. JR. N/F
AND JEANNE E.
- ......................
+ 1 (� KAPRANTZAS. CHRIS A.
t_._.._.__.._.._.._.-_. AND ELEN I M. t
- - - --•-•--------- if
•_._--•--•--------.J J
................. ."_.---•-
...................................
_ --
HOOD 1244
- 12' RCP IN 10.43 --. 18' CMP OUT 10.22 Ex. 55MH
- - - I
0,f RIM-12_.07--------- ------------------- -------------- -----UR; VILLAGEINV=2.68
1
�_
__- - - - 24
EX, Co. NEW MHS _-----------
H0IN E4.RINV 457Q ,,, ----- ---- ----._._._.._._-------�n%
18' RCP IN 40. 79 i9
ff
18".SNP_OUT .63 - Ex JH ' 'EX. B. CC ------ ----}---------f r -•
y is ENTRAt�E H1 T D 32 '-
- - _ -
\-:_- U 1 - -a - _--Ill--`-._N 24�CbiR D---_._-
_ i w
EX 10 N WATER % < = i. _ - _ ..__ �( Ex.
EX EP
T M 1414 20 (MAX)
r -� -S$7� ! nl, f5 -:_ _ zH4nCws'i9.56 ` t / ; Ez.GR
I NV '� - i �0 - --• tt+ - .y r- EXIT - . _ - ( 24' CMP OUT 9.49NEW r
1 ----
7t LF NEW $ N I S -
RIMH13 E j i.
@'0.5 � 1
15 PIjBCTC _ i7Y AS McMTr 2 A, _....., j
T / I+' __ 2C' TH GNFARj�SETBACK f- -- --.d ---- 1014 s•SJ ! { INvz= `f
- - - _ 'IM 12.0
f
r+
_----- _ 8IN 55R@A0��7X6 1 if N/F
! t- i ' - Tr.
STRUCTURE 1 '
- i !(MIN)tri ! - if II - .,F HOA.
ShUCTURE !!` (� J' �'�'
"l 1 l� 2 ! ST,RUCTUR�E, 3 �l �,
r •`J � �`! � � i � •� ! ' f �rr/ 1 !r � � r NEW5.f a
PA <<.tr !!! 15.0 j� 'Q !/1! !+f 7 ti f r T r 8 r'r 1 NV O 00 2 � -
J
�(J •�# f �7 �w li rr It STgLJtT i 4
`. orit
N/F O ! / RIM 12.0 i� 1 t
i ^
VON CANNON, LINDA CAROL , JB 2j-- _ * J SW ` t� 14. r IIAI 9.3 ,' J ;
RIw4.� r RINYW 15.Q �O ffr;jl=r I f
-,.. -_
6; JB 3f J P i f "4
INV .4 ! -.. .. J If.
_
Q w3 A AN ON T t
1 i
,---- BYPASS �r ' h, ' � � � � �` i, gg 4
'n 14. WELL r4' CO ITTPI - f 5 SIDEWALK iU' ( W2 �`7 1876� F A' z�TH
0
P1
ti
LEGEND
PROJECT BOUNDARY
EX WATER MAIN - •- - - -
PROP WATER MAIN - �- - - -
EX GRAVITY SEWER/MH-------►i
PROP GRAVITY SEWER/MH
DEMO GRAVITY SEWER ------------
EX STORMDRAIN/BOX F =_ E]_.-I
PROP STORMDRAIN/BOXH-,
EX CONTOURS 1^
PROPOSED GRADES .---H9
LIMITS OF DISTURBANCE
12' DRIVE ISLE
I {ONE: WAY}
2" PER FT 4" PER FTER FT
-,� 1PER FT
6" ABC 'i ASHPALT-J
PRIVATE DRIVE ISLE SECTION
NTS
Ex 8IN SS
4,5
h �ay 4 �._. Niw 14.5 , a;' y� F
ti ! T 4 1 W4.2 OMeNF1IM PARK1�4f 1 O j f -I R STR
�y
fl ;' �
-- - -_-_ -
z` x 1z __ -- -- ---- - _._ _ fJ T
INv �.o
f
ltMPSTER 01 2 . IZ.. uHfv i - YT --_-- -----
1) �Tq
AD
a NV T..G - - NEHFA IN WATER4.
1
r
RIM 11.5
i ® r_---- !INV 1- -- a 8.B
--- --- 2BLIC INV 24' 83.1' L7JASEMEN-- - - -- -- - ;
C�
-- -'-- '4^',y ! rf * f NE4 JM "'kN i.. HIAN! -i
1 u Tom, I AN; ? E EtV
R} T R STR�CTijDU% ! f l
STRUCTURE, 8
_ 5TRUC�URE 7
`�,, '�K STRUCTURE 6 � 12 a� t,l
19 , 17 ���� EX. DI
Yti c,r 14.5 t 1 C 1 5 xiy 1 .rrlx z0 ciwlejoz
POOL k :
�,qC ,
13 r
q" 5 WER �
r
• rURF
EE •:
�FTRPv;CE o r N W ROP MH1
N W MH4 ' ( 15' SIDE SETBACK _ _ ' EE pp
14' PtJBLiC UTI ! OG MO i
RIM-1 0 LITY EASEMI. T - -�� ! 1 RIM- /R
c�5 _-- _r f 63; FORT FI'Fi '`
INV=t0.00 = r INV(, 0 � .
r ;r. 256 LF NEW 8IN 55 @ 0.78x INV=3.
3 ..
N/F
RIDGILL. PRESSLEY A,. ETAL
�.
•0
1
- ---Y'
STRUCTURES 1, 2,
6-8 (MIRRORED)
INCLUDES UNITS 1-1, 14-19
HEATED SQUARE FEET PER UNIT = 2,698
HEATED SQUARE FEET PER STRUCTURE= 51,396
0
`�
9 , Q
STRUCTURES 4, 5
INCLUDES UNITS B-13
HEATED SQUARE FEET HER UNIT = 2.69B
HEATED SQUARE FEET PER STRUCT,::RE= 8,094
P 1
320.98'
EX 8IN SS
N/F @D.36% �
SEAWATCH AT KURE BEACH, HOA EX. SSMH Ii TOP1O.J8 *� J
RIM 11 . 78 24' CUP IN 7.73 f
INV=3. 6O 24' NCP OUT 7.73 f'
YZi F
i
i AND CULFEiN
I
i
T '0 r
r
?' U
STRUCTURE 3 ?''0
INCLUDES JNITS t,-7
HEATED SQUARE FEET PER UNIT = 2,E98
HEATED SQUARE FEET PER STRUCTURE= 8,094
42.0
2898 SF
-�NFLN15HLD blTl s_P� -
2896 SF SECOND FLOOR
-
HEATED LIVING SPACE
�1
2898 SF FIRST FLOOD
HEATED LIVING SPACE
ai
--
6Dfl SF i 2298 SF GH2Ot}NCr
ELEN=
UNFINISHED LEVEL HEATED
ELEN=
+l-13
PARKING LIVING SPACE
+i-12
FI IS14ED SLAB REV= 14.0
12.0 I
20. G 1 20.0 ��
DRIVE
DRIVEWAY PARKING
SETBACK
ISLE
STRUCTURES 4, 5
CROSS SECTION
INCLUDES UNITS B-13
HEATED SQUARE FEET PER UNIT = 2,698
HEATED SQUARE FEET PER STRUCTURE= 8,094
20 0 20 40
GRAPHIC SCALE: 1• _ 20'
GENERAL NOTES
1i, BOUNDARY INFORMATION PROVIDED BY DEVELOPER.
2, LAND PLAN AND SETBACKS PROVIDED BY DEVELOPER.
3, WATER AND SEWER SERVICE TO BE PROVIDED BY THE TOWN OF KURE BEACH.
4. TRASH COLLECTION WILL BE BY CONTRACT W17H PRIVATE COMPANY,
5. THIS PROPERTY 1S WITHIN THE AE FLOOD ZONE PER COMMUNITY PANEL NUMBER
37203039 OOJ REVISED APRIL 31, 2001
6. THE ONE HUNDRED YEAR FLOOD ELEVATION IS GIVEN TO BE 12.0 MSL.
7. ALL ELEVATED BOARDWALKS AND DECKS ARE CONSIDERED TO BE PERVIOUS SURFACES
B. DEVELOPMENT CONSTRUCTION SHALL IE AS HER THE TOWN OF KURE BEACH STANDARD
SPECIFICATION.
9. NEW CONSTRUCTION SHALL COMPLY WITH THE TOWN OF KURE BEACH FLOOD PLAIN
MANAGEMENT ORDINANCE.
TO. SOIL EROSION AND SEDIMENTATION CONTROL PERMIT IS REQUIRED.
11. MODIFICATION OF STATE STORMWATER PERMIT SW8060806 15 REQUIRED,
12. WATER MAIN EXTENSION PERMIT 1S REQUIRED,
13. GRAVITY SEWER EXTENSION PERMIT IS RFOUIREO.
14. NO WETLANDS EXIST ON THE PROPERTY,
15. OPEN SPACE SHALL BE DEDICATED TO THE PROPERTY GWNER`S ASSOCIATION.
16. NUMBER OF RESIDENTIAL UNITS PROPOSED = 19
17. UNITS PER ACRE = 13.6
I& MAXIMUM PROPOSED BUA IS 40,000 SF G65,411
19. EACH UNIT SHALL BE PROVIDED 2 (MIN) OFF STREET PARKING SPACES.
2O. NATIVE SOILS ONSITE ARE MAPPED AS NEWNAN•
21. THE SITE IS LOCATED PARTIALLY INSIDE OF THE CAMA OCEAN ERODIBLE AEC.
22. THE EXISTING DRIVEWAY ON FT, FISHER BLVD SHALL BE REMOVED, NO NEW
DRIVEWAY CONNECTIONS TO FT. FISHER BLVD SHALL BE CONSTRUCTED. AN NCDOT
DRIVEWAY PERMIT 15 NOT REQUIRED.
23. THERE IS 406 LF OF PRIVATE DRIVE ISLE PROPOSED ON THE PROPERTY, THE
DRIVE ISLE IS LOCATED IN COMMON AREA WHICH WILL BE DEDICATED TO THE POA
FOR USE AND MAINTENANCE.
161.
_C:5
Cl
Artc
!
i
FTgT fUN l
TN4` ......
....................
_
KURE VILLAGE WAY cv.i.
'flr
STORMWATER AND SITE GRADING NOTES:
1. EXCEPT WHERE NOTED BELOW, RUFF FROM ]WERVIOUS SURFACES
SHALL BE DIRECTED TO PERMITTED STORMWATER SYSTEM FOR
STORAGE AND TREATMENT. EXCEPTIONS ARE:
21, DRIVEWAYS FOR [WITS 1-7 SHALL BE GRADED TO DIRECT RUNOFF
TOWARDS THE EXISTING COLLECTION SYSTEM IN KURE VILLAGE WAY.
3. PORTIONS O THE PRIVATE DRIVE ISLE LOCATED BETWEEN DI 1/
DI 4 AND KURE VILLAGE WAY SHALL BE GRADED TO DIRECT RUNOFF
TOWARDS THE EXISTING COLLECTION SYSTEM IN KURE VILLAGE WAY.
4. ROOF DRAINS FOR UNITS 8-13 SHALL BE DIRECTED TO THE EXISTING
DRAINAGE SYSTEM 1N N. FORT FISHER BLVD.
S. SIDEWALKS ALONG THE PERIMETER OF THE SITE AND BETWEEN UNITS
4/5 AND 10/11 SHALL BE GRADED TO DIRECT RUNOFF TOWARDS THE
EXISTING DRAINAGE SYSTEM IN KURE VILLAGE WAY OR N. FORT
FISHER BLVD.
6. THE Pam. DECK, POOL EQUIPMENT ROOM. AND ADJOINING SIDEWALK
SHALL BE GRADED TO DIRECT RUNOFF TOWARDS THE EXISTING
DRAINAGE SYSTEM IN N. FORT FISHER BLVD.
� 2 C ARI(7 jl
56AL
s A a i
1" = 100`
NOTE:
PARCELS "A" AND "B" ARE TO BE RECOMBINED
INTO A SINGLE 1.40 ACRE PARCEL
PARCEL MORTGAGEE N/F:
BANK OF THE OZARKS
PO BOX 796697
DALLAS, TX 75739
1-800-274-4482
RECEIVED
DCM WILMINGTON, NC

PROJECT NO.: PW-653
DRAWING NAME.:F:/MASTER/PW-653/DGN/pw653.DGN
!
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_---------------
EX. CO. So Q Q b ^� -----------------------
HOOD 14.801 "'
--�--- SEX. CO.
v+ _—"�`-- ---- _
i_—__—__—__—_ _
�- + _ TH000 12 94
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20 0 20 40
low
GRAPHIC SCALE: 1" = 20'
ELEC
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----------H.
DAMES
F-----ENT----
RE SS.
JR.
PE 20643
----------
DATE
---------
- --- ----
lele ale✓e ell l eX S i7
e)c(s � 1r�Q2t;�7 e', '
R E V I S I O N S
AU6 0 4 2006

BOA
TABLE
BUA DESCRIPTION
DRAINS TO BMP
BYPASSES BMP
TOTAL
SIDEWALK
555 SF
873 SF
1.428
SF
POOL DECK
0 SF
1,868 SF
1,868
SF
ROADWAY
5,291
SF
687 SF
5,978
SF
DRIVEWAY
6,077
SF
4,564 SF
10,641
SF
BUILDINGS
12,558
SF
5,956 SF
18.514
SF
RESERVES
0
2,415 SF*
2.415
SF*
TOTAL
24,481
SF
16,363 SF
40,844
SF
W
W
UTILIZATION
OF RESERVE WILL
REQUIRE A PLAN
MODIFICATION
i
N/F
w ! i SOUFLAS, THOMAS J. i N/F
AND LINDA G. i FIELDS. NORMA JEAN N/F o
--•--•--_-._I
ASHBRIDGE, BYRON L. JR. 1 w
E-, AND JEANNE E. i ! N/F j w
_,-_ - I i KAPRANTZAS, CHRIS A. /
- ---•--------•----1---•-- I 1 t AND ELENI M.
1 ;
r...........................
- - - - ---------------------------
'/
I W E%. CB.
HOOD 12.84 }
- - 12' RCP IN 10.43
---_-_--_-_-I-_------- 1m.,�18' CMP OUT 10.22 /
a�1
;1
11
i
i
i
- - - - - - - - - - - - - - - - - - - - - -
---------------------_-_-_K-URE VILLAGE _ WAY i
i T�� lii i i
PROVIDE GRAVEL 60 PUBLIC R%W ---WWlDE l(r-FERCET-OFF-OFIF-
EX.I ----- ri1'---------_------- - - - - i %
.41 CONSTRUCTION CEL:
Roo° 14.41 REYOVE SILT FENCE AND PROVIDE1V RCP IN 10.T9 _ ENTRANCE A TEMPORARY GRAVEL CONSTRUCTION 111--_-_-_-_-_-_iiI " T 10.831 _ _ _ _ - - _ - ENTRANCE AT EACH DRIVEWAY AS "'-'-- - _ --_LIMITS OF DISTURBANCEENTRANCE --- -_--- _ -- EHIIII
__ ----- -� WORK ON INDIVIDUAL UNI S OCCUR 1%J86 NO ri1E%. CB..-=___ --_=__ _-_ _X Pcue6 +240""°CMP BUT 10.32 PROVIDE GRAVEX EP !
- - - - - - - - - --•- 1 -- -- -- - -
r'�-_= _ __ CONSTRUCTION
' _ ENTRANCE i
_
� Y14.4 (MAXI SS7° ' u ��.........- ----_ -- -__- _ H00012.24
} }q...... 20 fix...... S= - - = _ __ _ - - - - 24" CMP IN 9.56 /
/ 3 0.9 " EXIT -----_ __
/
_
.. _ - Y _-_- ._.__ 24° CMP OUT i
" IDE HARDWARE CLOT
/ ( GRAVEL PROTECTI rs- - ----____- -- - - --
ALL DRAINAGE B S ?o DI q ' t3 ...
! RIM 12.8 "
� 6.0 �(j,
ROOF
i ( DRAIN DRAIN DRAIN ROOF ROOF f9 / 1
/
/ ! N/F
� DRAIN ROOF ROOF ,/ '�%t l i KURE BEACH
DRAIN
1 }L DRAIN DRAIN ( %/ •PP i VILLAGE HOA, INC
r
23' X 42' 1 5 `i ]] O ROOF
J!/
TOWNHOME PAD 15,0 y f
UNIT PAD h 14.0 ,`� DRAIN !1( / !
p (TYP1 .� PAD /- - - - - - - - - -
-.
i p0 016
N/F JB 2 j ! RIM 12.0
VON CANNON, LINDA CAROL �' l RIM 14.8--------_-- 15 - - LF JBM11 1PAp p INV y3
INV 6.0 - - - - - - - - - - - - - - RI 4.8 9 ROOF. PP
J . MON INV 6.0 SW PS t JB / ..DRA 1 N
h � i 14.T LL 4' CO IT YP1 RIM 14.0 j B ASS ^ / i N /F
•� 145 INV5.5 ( IN13.2 PIPE X �i WILLIAMSON, SCOTT
^�/ I 4.5 OUT 10.0. ROAD IDE ( AND ELIZABETH
O 14.2 01
INV DIT H i
RIM �►I� �t1�1.5 1 O ROOF e l% i
RIM 13.0 U / ~\� DRAIN %
ti �/
' 48' HOPE STORMWATER C L CT ON/ T A INV 6.0 `
' ITYPI
i
------------------------------------------------------------------------------
QUIPSTER 0I 2 12' X 12 L_- A , `� ��� /'�, , ;------ - - - - - -
AD f RIM 14.0 ( N WA ) • ,\ \ ? ��i j.
' INV 6,0
20
22 o INV 18" .8 �/
`\ 14. 1 �` 201 11 ` .ROOF INV 24' 8.3 (Ji /
15.0 � 10' DRY N/F
` DECK f 'l11 / NEWMAN, BR I AN P.
\ ROOF 15,0 ROOF _ fl rjll� / AND IRENE
` DRAIN S _PAD DRAIN ROOF
Q a8 ...- - - ..... "DRAIN ROOF ROOF ROOF 14.0
19 1 g PAD DRAIN DRAIN 14. 0 DRAIN PAD 1. 2 ROOF Jlli `a REMOVE
PAD DyIN �' X. BI ` DRIVE ��
547 F
6 15 14 <<'' TOP 11.3CMP i--------- - - - - --
P 1 ;.
o 1!'
13 ROOF
DRAIN
-----
N/F
iq
/' 4 ' 632 FORT FISHER, LLC
SHALL011 5:1 DIVERSION SWALE - // � i
S` ' ��e�
`key SSSt�eeeee<eeeeeeee�eeeeeee4eeeeeee�e<eeeeeeeeeee�eeeeeee <ee K jl `` PP
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NOTES
1. BOUNDARY INFORMATION PROVIDED BY DEVELOPER.
2. LAND PLAN AND SETBACKS PROVIDED BY DEVELOPER.
3. WATER AND SEWER SERVICE TO BE PROVIDED
BY THE TOWN OF KURE BEACH.
4. TRASH COLLECTION WILL BE BY CONTRACT
WITH PRIVATE COMPANY.
5. THIS PROPERTY IS WITHIN THE AE FLOOD ZONE
PER COMMUNITY PANEL NUMBER 37203039 OOJ
REVISED APRIL 3, 2006.
6. THE ONE HUNDRED YEAR FLOOD ELEVATION IS
GIVEN TO BE 12.0 MSL.
7. ALL ELEVATED BOARDWALKS AND DECKS ARE
CONSIDERED TO BE PERVIOUS SURFACES.
8. DEVELOPMENT CONSTRUCTION SHALL BE AS PER THE
TOWN OF KURE BEACH STANDARD SPECIFICATION.
9. NEW CONSTRUCTION SHALL COMPLY WITH THE TOWN OF
KURE BEACH FLOOD PLAIN MANAGEMENT ORDINANCE.
TO. SOIL EROSION AND SEDIMENTATION CONTROL PERMIT
IS REQUIRED.
11. MODIFICATION OF STATE STORMWATER PERMIT
SW8060806 IS REQUIRED.
12. WATER MAIN EXTENSION PERMIT IS REQUIRED.
13. GRAVITY SEWER EXTENSION PERMIT IS REQUIRED.
14. NO WETLANDS EXIST ON THE PROPERTY.
15. OPEN SPACE SHALL BE DEDICATED TO THE
PROPERTY OWNER'S ASSOCIATION AND SHALL
BE DESIGNATED AS PUBLIC DRAINAGE EASEMENT.
16. NUMBER OF RESIDENTIAL UNITS PROPOSED = 19
17. UNITS PER ACRE = 13.6
18. 16,363 SF OF EX BUA HAS BEEN REMOVED.
19. EACH UNIT SHALL BE PROVIDED 2 (MIN) OFF
STREET PARKING SPACES.
20. NATIVE SOILS ONSITE ARE MAPPED AS NEWHAN.
21. THE SITE IS LOCATED PARTIALLY INSIDE OF THE
CAMA OCEAN ERODIBLE AEC.
22. THE EXISTING DRIVEWAY ON FT. FISHER BLVD
SHALL BE REMOVED, NO NEW DRIVEWAYS CONNECTIONS
TO FT. FISHER BLVD SHALL BE CONSTRUCTED. AN
NCDOT DRIVEWAY PERMIT IS NOT REQUIRED.
23. THERE IS 406 LF OF PRIVATE DRIVE ISLE
PROPOSED ON THE PROPERTY. THE DRIVE ISLE
IS LOCATED IN COMMON AREA WHICH WILL BE
DEDICATED TO THE POA FOR USE AND MAINTENANCE.
r ,
-"- - •. --------•-•-----•--- -•---•-----•--1 %
KURE VILLAGE WAY �v '
�Py t i
000�
c
O G O 5
N/F i ! PARCEL EXHIBIT
1 RIDGILL. PRESSLEY A.. ETAL
SEAWATCH AT KURE BEACH, HOA �N/F/ EX. DI i ! 1" = 100•
I
i
i
12' DRIVE ISLE
(ONE WAY)
PER FT 1" PFP FT 1" PCP PT PER FT
PRIVATE DRIVE ISLE SECTION
NTS
STORMWATER AND SITE GRADING NOTES:
EXCEPT WHERE NOTED BELOW, RUNOFF FROM IMPERVIOUS SURFACES
SHALL BE DIRECTED TO PERMITTED STORMWATER SYSTEM FOR
STORAGE AND TREATMENT. EXCEPTIONS ARE:
DRIVEWAYS FOR UNITS 1-7 SHALL BE GRADED TO DIRECT RUNOFF
TOWARDS THE EXISTING COLLECTION SYSTEM IN KURE VILLAGE WAY.
PORTIONS OF THE PRIVATE DRIVE ISLE LOCATED BETWEEN DI 1/
DI 4 AND KURE VILLAGE WAY SHALL BE GRADED TO DIRECT RUNOFF
TOWARDS THE EXISTING COLLECTION SYSTEM IN KURE VILLAGE WAY.
ROOF DRAINS FOR UNITS B-13 SHALL BE DIRECTED TO THE EXISTING
DRAINAGE SYSTEM IN N. FORT FISHER BLVD.
SIDEWALKS ALONG THE PERIMETER OF THE SITE AND BETWEEN UNITS
415 AND 10/11 SHALL BE GRADED TO DIRECT RUNOFF TOWARDS THE
EXISTING DRAINAGE SYSTEM IN KURE VILLAGE WAY OR N. FORT
FISHER BLVD.
THE POOL DECK. POOL EOUIPMENT ROOM, AND ADJOINING SIDEWALK
SHALL BE GRADED TO DIRECT RUNOFF TOWARDS THE EXISTING
DRAINAGE SYSTEM IN N. FORT FISHER BLVD.
20 0 20 40
GRAPHIC SCALE: 1" = 20'
TOP 10.38 / NOTE:
24' RCP IN 7.73 PARCELS "A" AND "B" ARE TO BE RECOMBINED
z4° RCP out T.t3 INTO A SINGLE 1.40 ACRE PARCEL
i j•
j N/F PARCEL MORTGAGEE N/F:
; DANNUNZIO, TIMOTHY �
/ AND COLEEN BANK OF THE OZARKS
PO BOX 796697
DALLAS, TX 75739
-800-274-4482iH,f
' 2.5 MAR', 2-01 S, 1 6080(
LEGEND
PROJECT BOUNDARY
EX WATER MAIN - - - -
PROP WATER MAIN - - - -
EX GRAVITY SEWER/MH - - - - - --i
PROP GRAVITY SEWER/MH
DEMO GRAVITY SEWER ------------
EX STORMDRAIN/BOX E------_EE1
PROP STORMDRAIN/BOX
EX CONTOURS - 1q--- -
PROPOSED GRADES
LIMITS OF DISTURBANCE _ ....._._.
DRAINAGE BOUNDARY - - - - - -
/
/--------------
i
i• I
N� CAR 04
,SS16,
2�a SEA►- < : _
35617 =
---------------
DAVIT L. ME IUS. P.E
3�9�20/S
GATE_ _

EROSION d SEDIMENT CONTROL MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK
AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTIONS ENTRANCES THAT WILL
BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2" OF #4 STONE TO
MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
OBJECTIONABLE MATERIAL SPILLED, WASHED, OR TRACKED ONTO THE
CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET
PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT
INLET PROTECTION. ROCK PIPE INLET PROTECTION, AND GUTTERBUDDY
INLET PROTECTOIN WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN
HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS
WILL BE REMOVED FROM THE ROCK AND HARWARE CLOTH TO ALLOW PROPER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER
EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER
DAMS, DANDY SACKS/SOCKS, AND GUTTERBUDDIES ONCE A WEEK AND
AFTER EVERY RAIN EVENT. NOTE THAT THE GUTTERBUDDY IS REUSABLE
SHOULD BE STORED OUT OF DIRECT SUNLIGHT BETWEEN JOBS.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATLEY TO REMOVE
SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION
RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE RESTABLIZED
WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF PHASE OF
ACTIVITY ASSOCIATED WITH A SWALE.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED
AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL.
STAKE SPACING WILL BE 6 FEET (MAX) WITH THE USE OF EXTRA
STRENGHT FABRIC WITHOUT WIRE BACKING. sTAKE SPACING WILL BE
8 FEET (MAX) WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING
ARE USED. IF ROCK FILTERS ARE USED AT LOW POINTS IN THE
SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT
BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED,
OR IS DAMAGED.
6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL
SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
7. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE
PUMPS, TANKS, HOSES AND INJECTION SYSTEMS WILL BE CHECKED
FOR PROBLEMS OR TURBID DISCHARGES DAILY.
CONSTRUCTION SEQUENCE
1. INSTALL STONE CONSTRUCTION ENTRANCES.
2. INSTALL SILT FENCE, AND SWALES PER PLANS.
3. CLEAR 8 GRADE
4. INSTALL UNDERGROUND UTILITIES
5. INSTALL PAVEMENT
6. PROVIDE 100% VEGETATIVE COVER OF ALL DISTURBED SOILS.
7. CLEAN SEDIMENT FROM PIPES AFTER STABILIZATION.
GRADING NOTES:
1. NO WETLANDS EXIST IN DISTURBED PORTIONS OF SITE.
COASTAL PLAIN SITE STABILIZATION SCHEDULE
1. Fertilize and lime per recommendations of soil
tests or apply 2.000 lb/acre ground agricultural
limestone and 750 lb/acre 10-10-10 fertilizer.
2. Incorporate lime/fertilizer 4-6 inches.
3. Roughen steep slopes by tracked machinary.
4. Select species based on season. Refer to tables.
5. Broadcast seeds evenly and cover by raking
or dragging a chain. Firm soil by rolling.
6. Apply straw mulch at a rate 1-2 tons per acre.
Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool.
A disk with blades set nearly straight con be
used as o mulch anchoring tool.
7. Refertilize if growth is not fully adequate.
Reseed, refertilize and mulch immediately
following erosion or other damage.
PERMANENT SEEDING TABLE 1
Seeding
Dates
Recommended Planting
Rate
H b/oc)
Feb. 15
Sep. 1
- Apr. 1
- Nov. 1
Tall Fescue Mixture
see
table
2
Apr. 1 -
Aug. 1
Hybrid Bermudagrass
see
table
2
Apr. 1 -
Jul. 15
Common Bermudagrass
see
table
2
Mar. 1 -
Jul. 1
Centipedegrass
see
table
2
PERMANENT SEEDING TABLE 2a-LOW MAINTENANCE MIXTURES
Site Description
Recommended Planting
Rate (lb/ac)
Well to poorly
Tall Fescue Mixture
80
drained soils
Pensacola Bahiagross
50
Kobe Lespedezo
40
Dry to well
Pensacola Bahiagross
50
drained soils
Common Bermudagrass
30
Kobe Lespedeza
10
German Millet
10
Swales
Common Bermudagrass
40-80
PERMANENT SEEDING TABLE 2b-HIGH MAINTENANCE MIXTURES
Site Description
Recommended Planting
Rate (lb/ac)
Well to poorly
Toll Fescue Mixture
200
drained soils
Rye Groin
25
Dry to well
Hybrid Bermudagrass
50
drained soils
Well drained
sandy loam to
Centipedegrass
10-20
sand, lawns.
Notes:
For seeding outside of recommended dates and/or
for temporary stabilization, refer to temporary
seeding table.
For highly erosive areas or as directed by on
engineer. sod shall be provided.
TEMPORARY SEEDING TABLE
Seeding Dates
Recommended Planting
Rate H b/ac)
Dec. 1 - Apr. 15
Kobe Lespedeza with
Rye Groin
50
120
Apr. 15 - Aug. 15
German Millet
40
Aug. 15 - Dec. 1
Rye Grain
120
SOD INSTALLATION
1. Fertilize and lime per recommendations of soil
tests or apply 100 Ib/1,000 sf ground agricultural
limestone and 25 Ib/1,000 sf fertilizer. In the
fall. use 10-10-10. In the spring, use 5-10-10.
2. Incorporate lime/fertilizer 4-6 inches.
3. Rake or harrow to achieve a smooth final grade.
4. Roll to achieve a smooth, firm surface on which
to lay the sod.
5. Lightly rake and irrigate top layer of soil just
prior to installation.
6. Lay sod in a staggered, brick -like pattern with
the longest dimension perpendicular to the slope.
Avoid gaps. Use a knife to fit irregular shapes.
7. Roll sod lightly after installation to ensure
good sod to soil contact.
8. Irrigate initially to wet soil to a depth of 4".
Keep soil moist for 2-3 weeks thereafter or until
sod has taken root.
NPDES STABILIZATION
TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, AND DITCHES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND FLATTER
THAN 2:1 THEN 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH.
OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE
24,481 SF OF BUA
DRAINS TO BMP
DRAINAGE BO
(34,397 SF)
BUA DRAINAGE DETAIL
NTS
16,363 Sf OF BUA
DRAINS DIRECTLY
OFFSITE (INCLUDES
2,415 SF RESERVE)
EROSION
STEEL CONTROL 3'-0" UNLESS
STAKES FABRIC OTHERWISE NOTED
ON PLANS
FILL WITH
1'-011 EARTH
1'-0"
3' MIN.
BURY
I �
TYPICAL SILT FENCE
NTS
NOTE: POSTS TO BE SPACED 6 FT O.C. OR 8 FT O.C.
W/ 14 GAUGE 6 X 6 WIRE MESH REINFORCEMENT.
WOODEN POSTS ARE NOT ACCEPTABLE
3'
(MI)
(MIN)
7J
4' (MAX)
TYPICAL INLET PROTECTION
NOTE: PROVIDE HARDWARE CLOTH AND
GRAVEL PROTECTION AT ALL CURB
OUTLET FLUMES.
2"-3" COARSE
AGGREGATE
6" DEPTH
1�
°°
° 0 0 00 -
o ° ° 0
e 8 0 °0
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EXISTING ROAD
50'
CONSTRUCTION ENTRANCE DETAIL
NTS
EXISTING BUA DEMOLITION DETA
NTS
SF
EWAYS/PARKING
VED IN 2007
E
RIM PER
RIM 13.2
INV 10.0018"
48" RCP
STORAGE
INV INV INV
6.00 6.00 5.8
TYPICAL t
DROP INLET/
JUNCTION BOX
JUNCTION BOX #3
5X5 WAFFLE BOX W/
RING AND COVER
REFER TO DRAWDOWN
PIPE DETAIL
15' (MIN)
MON SETBACK TO
WELL BUILDING
14
14.
RIM 11.5
EX 24"1 TIE TO EX
CMP` ROADSIDE
DRAINAGE AT
INV DROP INLET #5
8.80
4" PVC
DRAWDOWN
PIPE
RIM 14.0
11 4' PVC
FORCE MAIN
STORMWATER
PUMPSTATION
4' MANHOLE W/
RING AND COVER
REFER TO DETAIL
STORMWATER SYSTEM SCHEMATIC
NTS
DRAINAGE STRUCTURES SHALL BE RATED FOR H-20 LOADINGS
INFILTRATION TRENCH LAYOUT
NTS
14.0 RIM ELEV.
1.5"
I
GATE OU I CK
1.5 PVALVEDISCONECT
INFILTUNION
TRENCH1111
1.5" ••.
CHECK
VALVE
STAINLESS •.
STEEL •'
LIFTING
CHAIN
••' PUMP ON ,•.'
6. 0'
INV. IN
5.8
PUMP OFF --
5.8
TANK INV.
5.5
STORMWATER PUMP STATION DETAIL
NTS
EXTEND DRAWDOWN PIPE
2.0' INTO JB 1
SECURE CL
SKIMMER H
STAINLESS STEEL
VC DRAWDOWN PIPE
:AP W/ 1" ORIFICE
DRILLED IN CENTER
FLATTEN INTO DUCKBILL GALVANIZED WIRE CLOTH
SHAPE 2.0' FROM END TRASH SCREEN OVER PVC CAP
OF CAP WITH CABLE TIES a MAXIMUM WIRE SPACING
DRAWDOWN PIPE DETAIL
NTS
STUB DRAWDOWN PIPE 2.0' INTO JB 1
4" PERFORATED
CORRUGATED -
PLASTIC PIPE
CONSTRUCTION FABRIC
(TREVIRA SPUNBOUND
TYPE 0111120)
TRENCH BOTTOM
ELEVATION=13.0'
4" PVC FROM
COLLECTION
SYSTEM
MYERS SSM33IPC-1
3 HP, 115V, 1 PH, 60HZ
W/ TETHERED FLOAT
& 20' POWER CORD
28 GPM @ 10' TDH
CAll
S10,'35677
Dy
s
L.
FINISHED GRADE PER PLAN
TRENCH TOP 14.0
SHWT 11.0
STORMWATER
INFILTRATION
TRENCH
REFER TO DETAIL
PVC
NIFOLD
5" PVC
OM PUMP
3 PERF PIPES 3.75' OC
10' TOTAL TRENCH WIDTH
GRANULAR BACKFIL
e' LAPI
74.5' ELEV. AVG.
+/- 0.5' COVER
0. 5'
0. 5'
I N-S 1 TU y������jY��j I 2' 0" M I N
SOIL (SAND) o
NO.57 - SEASONAL HIGH
4 CLEAN SAND WASHED STONE WATER @11.0
INFILTRATION TRENCH DETAIL
NTS