SW8940217_APPROVED PLANS_20120302

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Q%4 o 2-11
DOC TYPE
❑ CURRENT PERMIT
I7 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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NOW OR FORMERL Y
PAUL OBHUES
AS - BUILT _,-�o'
4 UNIT BLDG.
INSTEAD OF
2 UNIT BLDG.
h
h
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Z
NOW OR FORMERLY
KURE. BEACH ASSOCIATES
— — —i
AS BUILT INFO ITEM:
Pool I Poolhouse Impervious Area
is within I at limit of the design
impervious area for this item.
U. S- GOVERNMENT Design Value: 6820 SF /
As Built Value: 6966� AS -BUILT
2 UNIT BLDG.
�— -- OMITTED
a
POOL / POOLHOUSE AREA - J
TOWN OF
KURE BEACH `a� OMIT
00,
I OMIT_ ..,.
r�
AS -BUILT
VVIII L/IIYLF./
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2-2 UNIT BLDGS
COMBINED IN70 A
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PROVIDE 7 CY
RIP RAP
6 AS- BUILT
l- 2 UNIT BLDG.
ADDED
NOW Cl £ OHMEHL Y
1NCO . FROPERTY
L
g,
CLEAN EXISTING DITCH
Tlf-lN TO EXISTING DITCH FROM 36" RCP OUTLET
TO EXISTING 30" M TEMPORARY EX/STING 30" D
INV. c 11.9' (PROVIDE I2 CY GMP INLET. GHELX DAM RCP STVB WT
RIP RAP)
.J u .•-.+ �� 11
♦ IB. i -. .. lBJ I
!I TYPICAL •- UNIT
11 BLDG. ITOTAL OF 2!
J 0 WALK
bb (TYP!
TYPICAL 7-mr eo 0, /
BLDG. (TOTAL 1
OF 11)DIV
5. REFERS NS
ro"
REFER TO "lOT" ,
LINES.
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— -- pHNE
SEAL qNE
C fITT
SWALE (W 0.1 :
ITYP) BETWEEN
BUILDINGS
9 f
. t
DRIVEWAYS CURVE
AROUND EXISTING
TREES
55
ICI
OCONC. WALKITYP./
/.� s5
NOTE PROVIDE MASOI, OR CAST IN -PLACE
JUNCTION BOX .11TN MANHOLE 11WER
FOR TRANSITION 1 A0U 36P CROP
TO 36" D RCP TCRMRS9 'R OETE.NTION
POND OUTFALL IP NG.
SUMMARY OF IMPERVIOUS SURFACES
MODIFICATIONS SINCE ORIGINAL SITE FLAN/PERMIT
APPROVAL FOR:
• THE KEYS AT KURE BEACH
• KURE BEACH VILLAGE - PHASE III
IA. NUMBER OF "INTERIOR" UNITS ADJACENT TO POND SHOWN ON
APPROVED PLAN = 46 UNITS (EQUIVALENT OF 23 - 2 UNIT BUILDINGS).
113. NUMBER OF "INTERIOR" UNITS BUILT (AS BUILT) = 44 UNITS
(EQUIVALENT OF 22 - 2 UNIT BUILDINGS).
2A. NUMBER OF "EXTERIOR" UNITS (OUTER PERIMETER) SHOWN ON
APPROVED PLAN = 45 UNITS (EQUIVALENT OF 23 - 2 UNIT BUILDINGS).
26. NUMBER OF "F RIOR" UNITS BUILT (AS BUILT) = 48 UNITS a
(EQUIVALENT OF 24 - 2 UNIT BUILDINGS)
• A NET TOTAL OF 92 UNITS WERE ORIGINALLY PERMITTED.
• A NET TOTAL OF 92 UNITS WERE BUILT.
• THE ONLY °ADDITIONAL' IMPERVIOUS AREA CONSTRUCTED
RESULTS FROM THE "CLUBHOUSE" ADDITION LOCATED IN THE
SOUTHWEST CORNER OF THE KEYS SITE, CLUBHOUSE
DIMENSIONS ARE 441 X 24'W (1056 SF±).
• SEE ATTACHED AERIAL PHOTO COMPOSITE FOR VERIFICATION.
Y� \
NOTE: EXISTING STORMWATER POND SERVIP!G THE KEYS Of- I'X;=
BEACH WILL STORE ADDITIONAL STORM; ATER RUNOFF
FROM KURE BEACH VILLAGE- PHASE RISER ALT ATIO!S
TO ACCOMOOATE RUNOFF FROM BOTH PPOJ.:CTS ARE
ON RISER DETAIL (SEE SHEET '.'5)•
L EG F N D
I-13A
EXISTING GRADE
+23.5
FINISH GRAVE
---- I<---
EXISTING CONTOUR
— 11 —
FINISH CONTOUR
—�
DRAINAGE FLOW DIRECTION
a G.B.
CATCH BASIN
STORM SEWER PIPING
---
SWALE/DITCH
BUILDING LOCATIONS
RECORD DRAWING FG`
2010 NCDENR STORMWATER
PERMIT RENEWAL
THE KEYS of KURE BEACH
DEVELOPED BY GULFSTREAM OEVELOPERSS'. INC.
WET DETENTION
POND
ASSOCIATES
JOSE,—H S. HILL, JR and
CONSULTING ENGINFERS and
PLAN'JERS
1602 HARBOUR DRIVE
WILM/NG70N, N.C. 26401
(9I0) 799- 1544
DESIGN
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11 { »"�+- LF= '�4, `�h r %I tlt!D `2 \
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NOTE: ALL RUNOFF FROM THE T£NN/S/RECREATION AREA
MUST BE DIRECTED TO THE STORMW4TER POND.
I
20' UTILITY I
Ii7EASEMENT
TOWN OF KURE BEACH I
+22' KATER TOWER
'1
EXISTING l0' 0 FORCFN...IN
-5 r 22.0 EXISTING /0' 0 WATERLINE
W
II
W_
19.7 SETS $-. LANE.. ...�-
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- -._-- - II _ _ SS a ,
:
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D"EACii S
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4
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4r44NT/C
CCFAV
TES
WILM/N LTC;<
a£acI �\
PROJECT LOCATIO J
I. TOTAL ACRES IN TRACT x 9.85
2. TOTAL LOTS = 42
JS. MINIMUM LOT SIZE = 6,000 SO. FT.
`I SITE WORK TO BE IN ACCORDANCE 1111TH TOWN OF J'LI''�E
REQUIREMENTS.
L- EROSION CONTROL AND STcr:rr:ATER MAINICEY,_NT PLAPlf TO GE
APPROVED BY N.C.D.E.H.N.R.
6. PROJECT LOCATED LV NEW HANO'i ER :COIJNTY.
7..SITE ZONED RA-2A
:.. MIN. LOT DIMENSIONS = 60'x 100' (6,C:)9 SQ. FT)
7.TOTAL STREET LENGTH = 2203 LF
10. ;/,J: d. SUILQ.NG SET3•'ICKS = 5' S'CE, 20' FRONT
Ill. ' PROPERTY IS NOT iY,T'MN A FLEOD HAZARD AREA.
I2. SITE IS NOT MT Hi'I CAMA r CI JUR SDICTiON.
JJ. SOIL CL4SSIF!CATIOA'5 LEG , LYNN
I INK = /T o, � -w_ S= �..�. Rim
Dl. �"� tl'iY ••�'^•`.. �P: � RCROUTE EV15TING 1010 11 /V✓.: f5.9'
1 STS MN PVC WAT£RL14E A EXI ST(NG jl EXISTING
•, 3 RIM - Z1.6' '` INY. = l6. T' I It j + ` /0" D PVC FORLEMAIN I 3 it MH R 0-5 � ' 9
+29. I N �I I. D./. I RUA=/9.6'-
© I INV. = /Z1' - � , ` 220 , BFN,FATH N£W 30" 0 RCP
1 . ; W u I1•. 1 1 `` R[M=103'. O.^',4G 2-10" CUT -IN GATE F N II JN✓.: /2. B6'
y21.'y INK: 16.3 - i VALVES. 4-10"45'MJ I U N II
1't•1 � r22. � __ 'LY-_. f/'. T.. -f): F.
I� Q0 _ t. . _ Q 4� , n "ll / n BENDS ¢� EACH CROSSING '�+I
`"` II I� !� I NII $7ANITARY ....
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RAVE J .1 { - G. .. L CONST9 .,T/ON `I
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W o I •o- i00' t 100 '� ro.I I w
rya j22 -/ 9 al; KURE 40 ACH
tit .40 x 7 STs .a ...„
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n, IrTI EJ'UVO,C° fL:i i-1
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.L Z 1 RIM - P3. 3' $ /-6"a 6"MJ ,TEE D./: ^ \ i , ai I 11 •I I;n / \ ,/
g a5 25• / \ /-6° 90' NJ BEND 30 - ! ! , r I P 2-6" Gill B ..RIM x 22. e' 42 -V/ ♦ .2f
I r 6 1 / l INV = 20.4' _ 40 h• 1
_-♦'- l00 2p' 1 ,.0 ' f ! ,/ ! ! I -. �i'I W W W - ; I WK' q 19.9' iz = It I \ \OF TFV
e`( •^. 26 _ , / 1 3 / 99 I 1 I j�I2 o I ^ '♦ Jn ". _. 1 Iit
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' FILL EXISTING DITCH 1/ ` \ \ \✓ / \ ...a...,....«..,...,x ., .,.. .,... __ :.. ...-.
LOTS 4-99 /GRAO1Nf.-
KURE DUNES (PROPOSED) LIMIrs ZO'W, 4170'4., \ / { , 7
KURE BEACH ASSOCIATES
\ \ \ / ♦ rr3Ct J�iltl:r / 1/,..1 ..... ...
/
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a / TE-1. ^ 10 - 763 - 60124
s s
DRAINAGE '. DATA
PIPE N4.
ACRES "
R.O. CO£FF.
RAINFALL
IN/HOUR
0 ' GFS
PIPE SIZE
GRADE •h
1
0.9
0.3
7_oO
1.9
15
0.5%
2
4
0.5 ="
0.13
7.0
1.J,
15
a5%
3
/.7
013
6.5
3.3
15"
0.6%
4
0.7
0.3
7.0
115
15
0.5%
5
1.8'
0.3
6.5
3,5
15"
1.0%
6
2.6
0.3
5.0
3.9
15
1.0%
7
1.1
0.3 -
5.8
1.9
-15"
0.5%
8
6.7
0.3
5.0
10.1
24"
0.Z%
9
1.4 '
0.3
6.5
2.7'
15
0.5%
10
6.6
0.3
5.8
15.0
30
0.25%
0.3
5.8
- 16.5
30"
0.25%

AS BUILT INFO ITEM:
Pool / Poolhouse Impervious Area
I is within / at limit of the design
impervious area for this item.
Z Design Value: 6820 SF
I U.S.- G01 "-RNMENT AS -BUILT As Built Value: 6966 SF / ' Y "J b1t
CLEAN EXISTING DITCH
FROM 36 " RCP OUTLET
2 UNIT BLDG. PE -IN m EXISTING DITCH r0 EXISTING 30"9 TEMPORARY EXISTING 30"0
OMITTED INV.v 12. 9'lPROVIDE /2 CY CUP /HEEL CHECK DAM RCP STUB PUT
RIP RAP)
. J. h •4" 1l r5
POOL/POOLHOUSEAREA
II
I
TOWN OF n; I
OMIT
KURE BEACH 8L� of
ull
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•II
N .. WALK
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NOW OR FORMERLY
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AS -BUILT /�/�
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`1 I PROM_F 7 Cr I I I J
I - RIP FAY RISER- TOP OF TRARNGUI/q r ILO' 1
OMITTED - - (Jl
---- TOP IC RISER r / 14. /`-�
NOTE.- SEE SHEET Al FOR PIPE LOCATION ----- ORIFICE INVERT r 11. 33' v -
/�/� c
MODIFIED BLDG. LOCATION) L 1- TO E KURE BEACH VILLAGE- D. 7Y BOTTOM OF RISER = H. j ty_
I TO EXISTING STORMWd TER POND. BOTTlMI OF 7RASNGUARD
BOLD /2..'
SHOWN /N u.
_, .:-1 \`
I,
AS -BUILT
I _- .. �/0.33'
2-2 UNIT BLDGS
r - COMBINED INTO A
II - STORMWATER DETENTION PoNU
4 UNIT BLDG. STORAGE POOL FLfV _ l5 30' i f?. //B $FI
PERM. POLY EL EV r 14.35' ( 9a, ?SO SF/ F E A L
BOTTOM ELEV v 10.35' - > a' N L
AS - BUILT
4 UNIT BLDG. I r
I
INSTEAD OF I B' r /.. B' PROVIDE
vlDE T Cr 0
PROVIDE /z cr
Z UNIT BLDG, RIP RAP RIP RAP \
u
RIP RA
t/ I
SWALE 0.I % `
16.0'--��=� -- ITYP) BETWEEN ^
Ul S N PROVIDE MASG T OR
L.B _ R
RIM= 17 3' / i�_ - _ _ ---_ JUNCTION BOX l rH MA e 9 E COV.
B LOING Y NOTE.
/ FOR TRANSITIO IFRUM 36 C CMP
TO 36" B RCP STORMWA'ER DETENTION
/% 1 \ y POND OUTFALI, PIPING.
TYPICAL 1- UNIT
C.B. Ih �� Ao BLDG. (TOTAL OF 2J
RIM, 175' - , I
1NV.. 114'yyQ MH
NOW OR FORMERLY i J t:'� J; ,COTE:
DRIVEWAYS LURVE - �G
/ fIL % ° - — —_ zvd 20D AROUND EXIST/NG / V 9/ . / COUyl_
KURE BEACH ASSOCIATES
1./- - _ - 1 / / 2195 TREES
+IB.O RIM L.B. + 2y//I' 1
r /75'
9 m
NB. f f J U / l o CONC.
"A / WALK 1TYBI
\/ / - - y ♦ l7 9 Q it , Iz ♦
rye / g5
INV, Z'
umo 20 y /.
I ` ♦ IT_3J4
14%1 L 41
v _ ��
` S
I who-zi
AS -BUILT
AS -BUILT MN
HIM=0.3'
2 UNIT BL&J"S. INV:133' `1 C B.B
I - 2 UNIT BLDG. s4 °°p
COMBINED ADDED L 1'r <P'
h ld0 lONI,', p°TlL
0 WALX /• ,E
lT/P1 C�Nf
TYPICAL 2_L1V all ,{
n' BLDG. ITOTAL
NOw C'm mT ME qLY of 42) P,�•
W ERS "
WI
rO) /
sv TD "L9r"_
INCO PROPERTY IVES.
SWO.' ":ARY OF IMPERVIOUS SURFACES
MODIFICAiLCNS SINCE ORIGINAL SITE PL/yn'/Ps
APPROVAL FOR:
• THE KEYS AT KURE BEACH
• KURE SUkCH VILLAGE - PHASE III
IA. NUMBER OF "INTERIOR" UNITS ADJACENT TO POND SHOWN ON
APPROVED PLAN = 46 UNITS (EQUIVALENT OF 23 - 2 UNIT BUILDINGS).
1B. NUMBER OF "INTERIOR" UNITS BUILT (AS BUILT) = 44 UNITS
(EQUIVALENT OF 22 - 2 UNIT BUILDINGS).
2A. NUMBER OF "EXTERIOR" UNITS (OUTER PERIMETER) SHOWN ON
APPROVED PLAN = 45 UNITS (EQUIVALENT OF 23 - 2 UNIT BUILDINGS).
2B. NUMBER OF "EXTERIOR" UNITS BUILT (AS BUILT) = 48 UNITS
(EQUIVALENT OF 24 - 2 UNIT BUILDINGS)
• A NET TOTAL OF 92 UNITS WERE ORIGINALLY PERMITTED.
• A NET TOTAL OF 92 UNITS WERE BUILT.
• THE ONLY IfADDITIONALr IMPERVIOUS AREA CONSTRUCTED
RESULTS FROM THE "CLUBHOUSE" ADDITION LOCATED IN THE
SOUTHWEST CORNER OF THE KEYS SITE, CLUBHOUSE
DIMENSIONS ARE 44 L X 24 W (1056 SF±).
• SEE ATTACHED AERIAL PHOTO COMPOSITE FOR VERIFICATION.
NOTE: EX!STING STORAIWATER POND SERVING 1" • KEYS 0- ' UPE
BEACH WILL STORE ADDITIONAL STCR'-I -ER Rl, TOFF
FROM KURE BEACH VILLAGE - PHASE III RIS5 r7 AL.TERAT/0" S
TO ACCOMOOATE RUNOFF FROM OOTH PROJECTS ARE S11C::"J
ON RISER DETAIL (SEE SHEET 'S).
BUILDING LOCATIONS i
RECORD DRAWING FOR
2010 NCDENR FTORPHVI/AITF!�
_-- PERMIT RENEWAL
-
LEGEND
I-234
EXISTING GRADE
I27-5
FINISH GRADE
---- 14---
EXISTING CONTIXJR
— 12 —
FINISH CONTOUR
— -
DRAINAGE FLOW DIRECTION
0 C6.
CATCH SA5/N
STORM SEWER PIPING
—
SWAL E/DITCH
KURE
BEAC,,-d
THE
KEYS
of
OEVELORZD BY GULFSTPf,' 1 O VE..OP- -' INC.
J000 r-'LH LAKE
PARK D_ D SWTE
4- A
CAROL2144
DEACN, '✓ U92
-i-.�--v-.
WET DETEAITi,',N Pu'JD
JOSEr-H S. HILL, JR. and ASSOCIATES
CONSULTING ENGINEERS once PLANNERS
1602 HARBOUR DRIVE
NILMING TON, N.C. 26401
(910) 799 - 1544
D'
DESIGN
✓$Ii
tL s
s'"'y -
Dft:I9iY
PAT
-
JSH
P �
�HfCKED
:CASE
50
-
J
e a
2 cf 5
s
':�
.•`Ia;zl=�'
AUGJST 1995

1
I
1 Y2g2 ♦261
1 � NOTE: ALL RUNOFF FROM THE TENN/S/RLCREATION AREA
US GOVERNMENT MUST BE DIRECTED TO TOE STORMWATER POND.
2/
/ B �
1B 9 Y 19 g29I 11 `, , 221 ♦T2 ZI ,21.2
l 6 III RECREATION AREA
i i '1 � 23 } 22 / 2 / / � , 21 6 BOUNDARY
NOTES
1. TOTAL ACRES /N TRACT = 9.85
2. TOTAL LOTS = 42
3. MINIMUM LOT SIZE = 6,000 SO. FT.
4. SITE WORK TO BE IN ACCORDANCE WITH TOWN OF KURE BEACH
REQUIREMENTS.
5. EROSION CONTROL AND STORMWATER MANAGEMENT PLANS TO BE
APPROVED BY N.CDE.H.N.R.
6. PROJECT LOCATED IN NEW HANOVER COUNTY
7. SITE ZONED RA - 2A
8. MIN. LOT DIMENSIONS = 60' x 100' (6,000 SQ. FT)
9. TOTAL STREET LENGTH = 2203 LF
/0. MIN. BUILDING SETBACKS = 5' SIDE, 20' FRONT
14"F 1 1 � / 'IL (GRADING LIMITS) I/. PROPERTY IS NOT WITHIN A FLOOD HAZARD AREA.
v 70'1 �I N 11 ' 9° I 49N i 9H '• D N 09° 06 5/" E l r' 253.93' - - 12. SITE IS NOT WITHIN CAMA AEC JURISDICTION.
z9 70' �70' 70' N091106 33 E- 104.98 3-
62 '` 70 70' 65' 65' 63' 67 1 I 24 13. SOIL CLASSI F/CATIONS LEON, LYNN HAVEN.
♦2 9 9 ., x 12 I ♦2
26 \ ♦2y /+ 60 ,12 ,/. ,2l � 30' UTILITY EASEM
1ENT a23 I I I I
�\ 221 i/ ♦246 j25' T ♦2,1 - , ,211 I r
93 ,2!"---`+I''ly ////'''�'20' UT/LIT
_ 22 [ / I 1 1 � EASEMENT Y
TOWN OF KURE BEACH
O-`\ L._--O ; 1 j219 O O j2z5 /, , ; 1111,. 1 11 i 2
$ lB /�\ $ l6 l5 g /4 222 /3 0 /2 0 /! /O 9 ;'1; 1 i ♦:: 1
_ 1 ♦zx WATER TOWER I
z3 _ 53 , \ - �,,'' 9 TENNIS COURT I
\ r }2 - ( \ 25 D./. 5 az 1 _ N
\Z3 i /- ')r5"M./TEE T R/M=2SA' f25- I' / }21.61 I I, 31 _'I \ 1 l., il.,' 1 22
INV. _ /7.9' I I +1 - \ 1 1. ,.
I 2z ° 23 5 ' D.1. n 1 (RECREATION AREA)
/-6"x 6" MJ TEE _-- 2_6, GVBB \ 1 1 / I ♦ RIM 2/6' 21
7Q 1 \ 1 ` STREET R/W ZJ � /NV. = 17. 6' 21 \ - 1
13 7Q 7Q 9 2-6•GV a BTEE 4 EXISTING !O" B FORLEMA/N I /
70 701 I (GRADING LIMITS) + , , 1 I 20, 000 SF
.
MJ PLUG /--_-,-^ /'� , �'. -- 7O 422 ,1 I �,
17Q . /
/-6"GVBB i W _ `W I 6„0 �_ I1111, I , -__`
7 KillW �K. �� /-6'+6"M✓ PEE , I, __ / -
/ - HYDRANT i24.B / ` \ ` , 1 I !- i l-6"GVBB , 1 /-6"GV B } 22.0 EX/STING lO B WATER
2 1 ZI7.6 22i I Im��4.C� I 1 1 / 1 SETTLERS r LANE dl l W -NYDRANT II, 11 p I 2-2"6VBB {\ _ -
a II ryr .3, 210 r-r-_�-3.B 2 - __ --f� - �7bb-p _ _ _6' _ `
/ 1 m, i 2 �` -- 22 3 _. -- -- m I I N 0 20p -' I .' -� »' -
I �- IO LO RC IOIS22.5 •I I\•. - _ - 1'6 __ PS2 PI'C 4STM D- RK/NG W _.
25 0 1� I WATERL /NEI --
1 /3' B RC 0.6"/. r 2 /3B0 LFl O /B"0 RCP pl 2 LFl W ERS LANE -
- ___---_- - _-_------_------_---}22_1-_ _BRCPF' 20/ l9J S
2 ,. „ E T T L- - - --
- -
SS 1. I.. SS ''fir SS - -©_ ,.._ --- -
.. _Ss .. -- d4 -- - � 24"e zll -_ Lz a: . {
-
NOTE RECREATION AREA, STREET RIGHTS -OF -
WAY, EXISTING DITCH ALONG LOTS 4-
9 TO BE GRADED. TOTAL DISTURBED
AREA = 3.3 AC.
MNAAT3 D./. I 1 - - .. ..__ _ _ O Ai 441 1 I 2 J _
1` D.I. P. / / 0' 60' 60 MNitA=2 II _-_-..i�Oz _. 1 2a.e zo.7 3 o.z3"/_----
1 6f� R/MI- 2 3' 1 60 60 D./. 60 SS - - _I60 LF i22' ll 30" B RLP ® -
+211 N _. 26 _ - JRIM- s-73.1' � I / / / INV. - / .7' / 1 I 1 R/M = 2/. 6, 11 12 �� 11 1 /D
INV. z 20. /' 1� 9. m I / ) / 1 0 \ . 4 - _ _ -
tp ♦Z / Om / I \ , _ /NV. _ /7.4' A Q I \D./.30'0 R_L 0.23Y. _BOLE _ _ FM �� SS
\ - +23 4.9 . _ •� R/M = 2/. /' -�S , _,1 _- Z _--- 230 LF --- - _ _ - STS MANHOLE
P ^ 23 +Zg.S- / +2� / +21.5 I 11 +23.4 23 5 \ I I \ INV. = I70' , -- SS --'�," II NIMV. - 19, 6,
_- � - ^ 3 / I / 1 \ ; 22 , 3 I \ D/. , , `22 REROUTE EXISTING /O" 0 I
1 1 \ 1 / 3 I STS MH RIM = 203' 11, , MHIWA-1 1
_ , - I / , ♦2 \ _ 2 q 3 RIM = 2L6' INV. = /6.7' ' , PVC WATERLINE B EX/STING 3 I EX/STING
___ O I 2,4 O .,2- 1 II I� BENEATH
PVC FORCEMA/N 1 MNpB-3
/ , O O O 6 INV. r /72' 0 K) I y�
-,24 0 38 4 371 8 36 �0 35 34. 0 33 32. o OI 22 .1 , O./' � LEGEND
/ _ Q O O 1 _ 39 �+ \0 , 1 I RV.z 16. ' SING 2 NEW 30I 0 RCP II IN/V. _ /2. B6'
26 27 1 \ , _ _ 1 O II 111, 3 ,21 J\ �\ INV.=l6.3' 2 USING 2-10" CUT -IN GATE i 0 II
/ 1 /�
+23 3 - - 21.2 l00' I _ as ` I I 8 I , 1 I lz Nov 95 W -
1 m n ,- n 2 VALVES, 4 -!O" 93' MJ I� 1
+ 3 2 23 \ / / li ^ I'll 1 N ZZ / ^ BENDS A� EACH CROSSING I NJ
i WATERLINE
q , 2♦.0 :O , /. I 1 } 2 2y.51V } 26 / /' ' 1 I / 0 0 (T
/ / , \ / / 261 I , \ / I 1 \ N GRAVEL CONSTRICTION ul -SS- SANITARY SEWER
\{
♦ 22' l I l I \ - - , I + i \ Y21 \ ' , 22.1 I 111 '�m 1 ENTRANCE (SE£ _ I 112
RA/2A }233 ,1 \\� / // I 11 \ \ r22 i +25$ 23 ji' -.-_. -_... _ __ II, IIN 1 \ DETAIL71 ^ @jl'^ THE KEYS c--- -� STORM SEWER
W MH MANHOLE
2 u
N r - '_ 60 0 i2i II ♦2 , /00 19.1 / I' 22 e h so' 6b' o' so` so' bo'_ N W a h p. oo' 1 1 I ,0 9 e I °I' KURE BEACH
221 2 / 1 !! 1 `` O '/ / 11 11 \ 1 - `11 \� ♦214 'll',1 2L/ }22.2 MI STS MH STORM SEWER MANHOLE
+ 1 21. `1.6` 26.9 2 II , ti I , I 11 I('�= IpI
/ I j + ♦ 2 a i 26' \ \ 16 : 11 40 O ' I V !3 /- WATER VALVE
q7 1 11 n�J�j 1� I 1 r II 1��p I��} {�1
= , l/ _ 28 / , / ,2 1 \\ \ 26 \ I 1 r23' i 23 221 J2 2 Oil; _� \7 111 li IU ^ 2 `/ I it D LS L`a __ _ FIRE HYDRANT
1 UD
3'SIDE SETBACK 'I \ \ \ I + 23QI 1 , 7. \
i1 A / I �\ Q 25 ♦ 52 30 O 3/ O Q' t I ♦ 2 1 Q ' ... II RIM 9.2'-2/____ EXISTING CONTOUR
g 26 \` 27 0 2B o 29 o f 2 cl JI f/
/ I __ --29/ _ '\ \ \ _ II // N O �I lQl 1 11 lO ml� 201 II II/ INV. - l35 r RIM STS MH CATCH
p .�yMyc�
/ \ \ n ' \ 21 - _ -- INV = 13.2' OCT 7 •'•`t •CB FINISH CONTOUR
/ // �� \ \ 1 / 11 r 11 m I } b O _ _30"0 RCP@ O23%
2 3 B4' -_�, DEM
,O, I 23 30. m> 30. , 11 1 1l 84' W 2--_---(EXIST/NGI----
,2B \ YZ06 \ \\� •� PROj •!F p /1 i2/.3 FINISH GRADE
/ /i� 1 \ ` \ r }zz. 11 ,I zo ^I W 0 till
o \ \ 1 f 22 D./. Jam, 22 3 1 11
_,� Mma A-9 / \ \ `\ \\ `\ 1 r221 RIM Z3.2'
'� I24 1I n 4/. n - i20.9� II ',',I I p0 RA/2A I �.\30� RUNOFF FLOW
6D ` ` I K K /F SILT FENCE
IS MIN. 910E ETBALK \ \60 \ 6QI�v II STS MN i22 I „",
I DD p. \ , MH ABA-2 RIM = 22.2' 20 I s
I ' , 0 0- .. \ \ 310 LP II ♦ , II p0 vt r 1
�� ..,..}..1_ .. �•--/-SS .. .. S .. _ INV. c /B.I' 22 B.C. I,' 2 I 3 y � o
23.1 , I , , \ \\ 1 .9--___--_ -_ __ 1 6 ♦ , I 19 MN xc-I 1 216
}2q.6 12. _ ` 1 1 'LARGO WAY °uI 1�e B RCPd{ asx (d6 LF! _ - -_ - =.* z ,I
�����_�_�. 2/.31 I --I
+3_ 26.6 _ \ 1- --t L.LJ _ L.l -__- _... 23.3 -Iq-' d22Y __�� /Q/' ' 0
124 3 _� L 2 I O_ $ / - 6"x 6" NJ TEE INV. r 14.9'
bl \ I +2 13"0 RCP C. f9 LF/ }2 6h11 /-6"GVBB
6" 0 200 PS/ PVC A TM I D- 24l I - _ - - - q PROVIDE /2 LY
W W ♦22 /-NYDRANT 2 I q, \ J
I I W _- W 22 „ I 1 EXISTING RIP RAP
L
30 __ _ -'J_ - _ _ 1 2, y 1 `y B„ O GRAVITY
/ 1 I I I D.l. \ , 5 I II ,' \ 2 21' I I EXISTING
I ! D.1. ♦ 1 I 2 SEWER LINE C
_ 21 25' r 6" 90• M✓ BEND I RIM = 23. 3' a I - 6"t 6"MJ 7EE l - 6" 9Y• MJ BENl1 I Y h 9 /
-.�_ ' 10D' 2B6 \ JO r' I INV. = 20.4' 40 U) _ 2-6" 6VB B RIM c 22:8' 42 ,q \ I/ '� 1 'I 4 1 \ STORMWATER
. 3,0 / , r .�( W W W 3 I NV x 19. 9' _ t` ,
26 I17 2B 11 299 252 l 1 YQIJ 1 1- 6" NJ PLUG ^ 9 1 I II 1 I II REPO NO ION
19
19 28 z? z6 23 11 23 S 130 04' l/"W 970 22 ° 213 A A � .
I O I
�I
I � I
I �
I
I
I I
I
DR41NAGE DATA
PIPE No.
ACRES
R.O. LOEFF.
RAINFALL0
IN/HOUR
- LFS
PIPE SIZE
GRADE a/.
1
0.9
0.3
7.0
1.9
15"
0.5%
2
0.5
0.3
7.0
1.1
/5"
0.5%
3
1.71
0.3
6.5
3.3
15"
0.6%
4
0.7
O. 3
7.0
1.5
15
0.5%
5
/.8
0.3
6.5
3.5
15
/.00/p
6
2.6
0.3
5.0
3.9
15
1.0%
7
V 1
0.3
5.8
1.9
15"
0.5%
8
6.7
0.3
5.0
/0. /
24"
0.2%
9
1.4
0.3
6.5
2.7
15"
0.5%
10
8.6
0.3
5.8
15.0
30"
0.25%
/1
9.5
0.3
5.8
16.5
30"
0.25%
2p o ', /25' ' '11 ;', / o o /
�- 322. 779' FL TO PROP CORNER 2p. l25 1 N 211
FILL EXISTING DITCH 21
LOTS 4-9 (GRADING \
KURE DUNES (PROPOSED) LIMITS 20'Wx 460'L) \ /
KURE BEACH ASSOCIATES
RA/2A
I / JACK G. STOCKS
211 N 5th STREET
/ WILMINGTON, N.C. 28401
TELE 910-763-8124
0 50 /00
SCALE (FEET)
it
7 / /719s

U.S. GOVERNMENT
TOWN OF
KURE BEACH
NOW OR FORMERL Y
PAUL OBHUES
J
NOW OR FORMERLY
KURE BEACH ASSOCIATES
+ 29
'A I ' ' rNlE 11L Y
/NCO PROPERTY
CLEAN EXISTING DITCH
FROM 36" RCP OUTLET
TIE-IN M EXISTING DITCH m EXISTING 30" P TEMPORARY EXISTING 30" 0
INV = 12. 9'(PROVIDE 12 GY CMP INLET CHECK DAM RCP STUB OUT
RIP RAP)
I
1 L U LJ L-1 L l L l I I �
1'1/: 4CB ne
RIM = 173, FllS b1/O'0
i
011
I V
b //////- INV - 14. 9'
I PROVID.F T CY STORMWATER MANAGEMENTS SEDIMENT
RIP RAP RISER- TOP OF TRq SNGUARD = IB. O'
\ TOP OF RISER - 15.30' ,
NOTE SEE SHEET #1 FOR PIPE LOCATION -- _ OR/FILE INVERT = 14. 3J
FROM KURE BEACH VILLAGE- PHASE XT _ _ BOTTOM OF RISER = l40 ---
TO EXISTING STORMWATER POND. - BOTTOM OF TRA.SHGUARD
h \14,31--�15.30'
— l0 33' �
I i l
t I
C j %
STORMWATER DETENTION POND
STORAGE POOL ELEV = 13.30'f62.I18SF)
PERM. POOL ELEV, - 14.55' 139,BJ0 SF)
BOTTOM ELEV = 10.35'
INVRIP
= 14 9'
PROVIDE T Cy
33 RIP RAP
' /
—lJO
TYPICAL 4-UNIr
BLDG. /rarac of z/
�a 23+ D�
+0,3
TYPICAL 2-UNIT
BLDG. (TOTAL
OF 42)
V,
IF
w
DIMENSVNS
REFER TO "LOT"
LINES
4 vP
_I I�_ _ I I
p I JUNCTION BOX
(SEE morEI
I
I
y I
� I
OII
� I I
�II
I I
.II
pll
oll
411
V I I
b I I
II
� I I
L
/ � I
/ W
Q +lB.l
I V 1
+l Lr
� I
SWALE 0.2
ITYPI BETWEEN /
BUILDINGS \� 17
V
y
ltiFla
s
NOTE
ORNEWAYS CURVE l� (A /
AROUND EXISTING ['n
TREES
Q /
r
WALK ITYPI
fZ•
TYP
y'
1
B�H
.S� OOf
P�/NTE
<qNE
J
.,,HIVE
f l.. rFlf
NOTE( PROVIDE MASONRY OR CAST -IN-PLACE
JUNCTION BOX W/TH MANHOLE COVER
FOR TRANSITION FROM 36" P CMP
TO 36" B RCP STORMWATER DETENTION
POND OUTFALL PIPING.
NOTE EXISTING STORMWATER POND SERVING THE KEYS OF KURE
BEACH WILL STORE ADDITIONAL STORMWATER RUNOFF
FROM KURE BEACH VILLAGE - PHASE M. RISER ALTERATIONS
TO ACCOMOOATE RUNOFF FROM BOTH PROJECTS ARE SHOWN
ON RISER DETAIL (SEE SHEET *5).
E GEND
+23.4
EXISTING GRADE
+23.5
FINISH GRADE
---- 14---
EXISTING CONTOUR
12 —
FINISH CONTOUR
DRAINAGE FLOW DIRECTION
6 C.B.
CATCH BASIN
STORM SEWER PIPING
---
SWALE/DITCH
3

NOW OR FORMERLY
PAUL OBHUES
NOW CiH f-OHME HL. Y
KUHE BEACH ASSOCIATES
US. '3OVERNMENT
N 070 00 '5" E 46501,
TOWN CF
KURE BEACH
309 7/
S OP0 55 OO"E \�
NOW OR FORMERLY
INCO PROPERTY
�J
.TYPICAL zY-T �O,O
SLOG ITDTAL
- OF 42I , ING
DIMENSIONS y\.
36„c� W REAT R TO"[O"y.
76. sa
US GOVERNMENT
CLEAN EXISTING DITCH
FROM 36" RCP OUTLET
]TE-IN >b EXISTING DITCH TO EXISTING 30" 9
TEMPORARY
INV. _ 12. 9'lPROV/OE /2 LY CAR, INLET CHECK pAM
RIP RAP)
N 040 39' 15"E
L
SG ppP `
_ Pp�NTLc
44IVe
EXISTING 30"W
RCP STUB OUT
SEALANE DFRIVE
f /
NOTE+ PROVIDE MASONRY OR MANHOLE
PLACE
� JUNCTION BOX WITH MANHOLE LOVER
FOR TRANSIT/ON 'ROM 36" O CMP
TO 36" W RCP STORMWATER DETENTION
by POND OUTFALL PIPING.
/
MHO
COURT
R MA-1 I 9s
5uS99vzi 7
GeV, s,vn
LEGEND
+234
EX/STING GRADE
-23.5
FINISH GRADE
---- I4---
EXISTING CONTOUR
—I2—
FINISH CONTOUR
DRAINAGE FLOW DIRECTION
■ C.B.
CATCH BASIN
SRORM SEWER PIPING
—
SWALE/DITCH
0
n
E C E UD
MAY 0 1 1"5
DEM
PROJ # 51(j 4l z177z17
No V /'s , on
THE KEYS
Of Kure Beach
STORMWATER MANAGEMENT
PLAN
REVISION OF MARCH 1995
JOSEPH S. HILL, JR. and ASSOCIATES
CONSULTING ENGINEERS and PLANNERS
WILMINGTON, N.C.
^` �� DESIGN
U JSH
(�''�' .."`r A+a DRAWN
R 4= �� PAT
{S CHECKED
JSH
SCALE
w b
IA of 4
n ar f ✓ ♦� SHEET
DATE
MARCH 1995
3/Z-7/9s' REVISIONS •
MARCH 1995
APRIL 1995
04

U
0
Q
I
fy
Z
20' 0 20' 40'
ELJLJELJKJ
SCALE+ 1'=20' (Horiz,)
ANDMAN DR
BUA CALCI LATIONS
THE KEYS AT KURE
BEACH
EXISTING BUA
MAX BUA
DESCRIPTION
ACREAGE
HOUSE
DRIVEWAY
DRIVE
DRIVE
RIVE
TOTAL
@ 65% Comment
1
8,513
3,887
527
527
C
0
4,941
5,533
2
8,513
3,887
527
527
2,20C
0
1.141
5,533 DRIVEWAY 3+ DECK
3
8,513
3,887
527
527
(
0
4.941
5,533
4
8,513
3.887
527
527
(
0
4.941
5,533
5
8,513
3.887
527
527
0
4,941
5,533
6
8,513
3,887
527
527
C
0
4,941
5.533
7
8,513
3.887
527
527
i
0
4,941
5,533
8
8,513
3,887
527
527
C
0
4,941
5.533
9
16,354
7.261
0
0
i
0
7,261
7,261 CLUBHOUSE Lot is 1004% Built Out
10
10,102
3,887
492
492
(
0
4,871
6.566
11
10,102
3,887
492
492
(
0
4,871
6,566
12
10102
6.395
492
492
492
492
8,363
6,566
13
10.102
3.887
631
954
i
0
S,472
6,566
14
10,102
3.987
977
674
(
0
5,538
6.566
15
10,098
3.511
806
87 S
0
5,192
6,564
16
10.098
6.048
732
2,137
1,322
0
10,239
6,564
17
10,098
3.547
999
744
(
0
5,290
6,564
18
10,098
3 547
687
600
(
0
4,834
6,564
19
10,098
3,547
647
667
C
0
4,961
6,564
20
10,098
3,547
623
607
C
0
4,777
6,564
21
10,098
3.547
577
531
0
4,655
6,S64
22
10,098
3,547
567
567
C
0
4,681
6,564
23
10,098
3,547
525
532
C
0
4,604
6,564
24
10.804
6,025
3,492
0
(
0
9,S17
7,023
25
10.804
6,012
606
587
591_
611
8.407
7,023
26
10,804
3510
1,040
1,043
C
0
5,S93
7,023
27
10,804
3,510
690
564
(
0
4,754
7.023
28
10,804
4.122
1,768
(
0
5,890
7,023
29
10,904
3,887
610
587
C
0
5,084
7,023
30
10,804
3.887
682
587
0
5,156
7,023
31
10.804
3,887
849
786
0
5,522
Z023
32
10,804
3.887
6S1
617
C
0
5.155
7,023
33
10,804
3,887
848
L
0
4,735
7,023
34
10,804
3.887
536
569
C
0
4.992
7,023
35
10,804
6.395
766
2,329
815
0
10,309
7,023
36
10,804
3,887
689
651
0
5,227
7,023
37
10,804
3,887
763
777
C
0
5.427
7,023
38
10.804
3.887
738
605
0
S,230
7.023
39
10,804
3.547
746
687
i
0
4,980
7,023
40
10,804
3,547
681
741
C
0
4,969
7,023
41
10,805
3.547
664
71.31
0
4,924
7,023
42
10,805
1547
663
585
C
0
4,795
7,023
ROADS
129,274
55,103
0
0
0
55,103
5S.103
GREEN AREA #1
129,609
0
0
0
C.
0
0
0
DESCRIPTION
HOUSE
DRIVE
DRIVE
DRIVE
RIVE
TOTAL
1
20,042
7,287
0
0
C
0
7,287
7.287 7ENN IS COURTS Lot 10CM Built Out
2
7,023
1,898
1,127
2,210
0
5 235
4,565 Driveway 2 =deck tea! building
3
7,023
2,590
771
0
C
0
3,361
4,565
4
7,023
2152
366
399
t
0
2,917
4,565
5
7,023
2,554
398
0
C
0
2,952
4,565
6
7,023
2,677
504
0
(
0
3,181
4,565
7
7.023
1914
015
9
0
1529
4,565
8
7,023
3,184
628
0
i
0
3.812
4565
9
7.023
2,568
538
0
i
0
3,106
4,565
10
7.023
2,641
584
0
(
0
3,225
4,565
11
7,023
2,959
510
0
I
0
3,469
4,565
12
T023
2,362
613
0
(
0
2,975
4,565
13
7,023
3,188
S39
0
C
0
3,727
4,565
14
6,689
3.151
1,215
0
(
0
4,366
4,348
15
6,689
3,048
544
0
(
0
3.592
4,348
16
6.689
2.860
628
0
'.
0
3.488
4,348
17
6,689
2.598
1,21C
0
(
0
3.808
4,348
18
5.863
01
0
0
0
3,811 UNDEVELOPED w/ max allowable
19
5.863
2.272
621
0
0
2,893
3,811
20
S,863
2.368
572
0
0
2,940
3,811
21
5.863
2014.
201
193
(
0
2,408
3.811
22
5.863
1.829
291
0
t
0
2,120
3.811
23
5,863
1.811
276
257
_
0
2,344
3.811
24
5,863
0
0
0
0
3.811 UNDEVELOPED vd/max allowai;le
25
5.863
C
_
0
0
0
3,811 UNDEVELOPED w/max allowable
26
5.863
2,835
572
510
f
0
3.97.7
3;811
27
5,86.3
2-974
563
0
(
G.
3.537
3.811
28
5.863
2,278
36S
376
(
c
3,019
3,811
29
a 863
2529
777
0
0
3.306
3,811
30
5,863
1.946
478
4C9
i
0
2,833
3,811
31
5,863
0
G
0
_
0
0
3,811 UNDEVELOPED w/max allowable
32
'.085
3.080
97C
0
0
4,050
4.605
33
7.085
Z 04
74
0
0
3.344
4.605
34
7,083
3.973
526
0
t
0
4,49C
4,605
35
7I)85
3.364
803
0
0
4,167
4,605
36
7.085
3,540
696
0
0
4.236
4.6c5
37
7.085
2-901
951
0
(
0
3,852
4.605
38
7,085
2,299
488
0
0
2.787
4.665
39
7.085
2,787
761
0
0
3, 548
4.605
40
7.085
288E
S22
0
0
3,408
4.6CS
41
7,085
C
_
0
0
0
4,605 UN DEVELOPED w/max allowable
42
7.085
1.90b
784
0
i
0
2.690
4.605
43
7085
0
C
0
i
0
0
4,605 UNDEVELOPED w/ max allowable
ROAD
108,033
56-132
0
0
56132
56,132
GREEN AREA
14.987
0
..
0
.,
0
0
TOTAL
1,111.216
47&066
.576,-179 580,220
(TOTAL DRAINAGE AREA
(EXISTING BUA)
(MAX BUA POSSIBLE) ;MAX ALLOWED BYPERMIT'j
,APPROVE
OR [H CAROLINA ENVIRONMENTAL C E 1 V E
9VLANAGEMENT COMMISSION APR 19 zt3i2
ONISION OF WATER QUALITY
6L,-)5 ayoadl
A01►a UT -0j
N
0
to
0
to
0
0
0
M
M
m
Y
m
m
m
°
z
z
w
O
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w
ga
w
=
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II
0
Q
U
U
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N�N z
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0
U
Z w
W
O
w z
= a
U W
Q z
Ld
W
=
LLJ
U
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Q
Q
=
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W
Ld/
Lj
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a
C
=
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Ld
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Ld
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Ld
Ld
2
A/
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a
SHEET
Cl-
JOB NO.
084- 001

CONSLRUC11ON SCHEDULE
1. OBTAIN PINT APPROVAL AND I-ITHER APPLICABLE PERMITS.
2. FLAG 'PHE WORK LIMITS.
3. HOLD PRECTNSIRUCPION CONFERENCE NP LFAST ONE WE:EX
PRIOR TO STARTING CONSTRUCTION.
4. INSTALL GRAVEL CONSTRUCTION LNFRANCE.
5. CONSTRUCT SEDIMENT BASIN/S'IORMWNPER DEPENI-ION POND.
6. INSTALL TEMPORARY CHECK DAMS.
7. ROUGH GRADE SITE AND STREETS.
B. INSTALL UTILITIES AND SPORM SLWER PIPING.
9. COMPLETE FINAL GRADING, PERMANENTLY VEGETATE, LANDSCAPE,
AND MULCH.
10. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED
REPAIRS WILL BE MADE IMMEDIATELY.
11. REMOVE ALL TEMPORARY MEASURES AFTER SITE IS STABILIZED
AND PERMANENT VEGETATION IS ESTABLISHED.
12. ESTIMATED TIME BEFORE, FINAL STABILTZ,AT.LON - 2 MONTHS.
WIRE GRATING -�
A
STORMWATER DRAWDOWN -
DEVICE
THIS HALF TOP GRATING TO "
SWING OPEN j//
I
45 3
4
2 �
STORMWATER POND
OUTFALL DITCH
- - HINGE GRATING AT
SUPPORT BAR
A
�,- WE,r HALF TOP GRATING
TO TRASH GLARL
60" TOP OF
TACK WELD I/2 GRATING I/ `I TRASH GUARD
HINGE V2 GRATING FOR�� ELEV = 18. 0'
ACCESS TO ORIFICE
4"0 PVC COUPLING
WITH PVC PLUG
Ol7FALL PIPE
TRASH GUARD SUPPORT OAR-,__-
/,7'
TOP OF RISER
-
--
--
ELEV = /3.30'
4" PVC PIPE
ICI
I I
�
<
SUPPORT (I' + /' + % " BAR
/. 3' Ip�
36"
STOCK. 2 R£O'D)
1?
I
)
ORIFICE
9"+ 4" GALV. TEE
I
101
S
INVERT BOTTOM OF
4"PLASTIC
T
I
ELEV = 14.33 RISER
ELEV. = 14.0'
NIPPLE WITH 3.25" B ORIFICE
(REMOVABLE FROM INSIDE
4B'
0.6,
BOTTOM OF
BOLT SUPPORTS TO OUTSIDE
3" PVL PIPE
OF RISER
ELEV. - I3.4'
BOTTOM OF
TRASH GUARD
---N,
ELEV. = 12.4'
Z" B GALV PIPE STAND
T
RISER SUPPORTS (2 REO'D
Z_____�
1 EACH SIDE OF R/SER I
2.05,
BOTTOM OF
POND
ELEV. r M.35'
ANCHOR- 2"+2" TEE WITH
�/�
p p
',O \ p
I' LENGTH 2" GALV PIPE
4
vv
EACH SIDE
� ' p �
Q ' ILIO
V
d'
CONCRETE BALLAST PAD
In
4 v I O I V l p Q
( 4' + 4' + Z' MIN. DIMENSIONS)
' - P I
1p/ 4'pl
.4I . ` 4 M' p'
'- P /: C 14'
RISER SECTION A -A
OUTLET STRUCTURE
WITH
STORMWATER CONTROL
ORIFICE
DITCH/SWALE
BOTTOM /ELEV
4/
15, IM/N.) STONE
THICKNESS BELOW
GRADE
NOTES ON TEMPORARY CHECK DAMS
CONSTRUCTION SPECIFICATIONS
I. CLEAR AREAS UNDER EMBANKD4QN'T AND STRIP IT OF ROOTS AND CIPHER
OBJECTIONABLE MATERIAL.
2. EXCAVATE A CUTOFF TRENCH A MINIMUM OF 2 PEEP DEEP AND 2 FEET
WIDE UNDER TOTAL LENGTH OF DAM AT ITS CENTEPLINF,. EXCAVATE
1.5'* BELOW GRADE OF DITCH SIDE SLOPES AND BOTTOM.
3. APPLY FILTER FABRIC UNDER ROCK FILL FROM UPSTREAM EDGE OF DAM
TO DOWNSTREAM EDGE OF APRON. OVERLAP FILTER FABRIC A MINIMUM
OF 1 FOOT AT ALL JOINTS, WITH UPSTREAM EDGE LAID OVER DOWNSTREAM
EDGE.
4. CONSTRUCT EMBANKMENT WITH WELL -GRADED ROCK AND GRAVEL TO SIZES
AND DIMENSIONS SHOWN ON THE DRAWINGS.
5. INSTALL CHECK DAMS BEFORE CLEANING OR REGRADING EXISTING
DITCHES AND PRIOR 710 BEUINNING EXCAVATION OF NEW DITCHES
OR SWALES.
6. STABILIZE IMMEDIATELY ALL AREAS DISTURBED DURING CONSTRUCTION
OF CHECK DAMS.
7. SEDIMENT TO BE REMOVED FROM DITCH AND SWALE BOTTOMS WHEN 1
FOOT DEPTH OF MATERIAL HAS COLLECTED UPSTREAM OF CHECK DAM.
REMOVE SEDIMENT TO FINISH GRADE ELEVATION SPBrIFILD FOR
COMPLETED DITCH.
EXTEND RIP RAP UP
S/DES OF SPILLWAY
TO TOP OF DITCH BANK
TOP OF DITCH BANK TOP OF DITCH BANK
%.. ///��///.` /�.• `C` �/' MIN. FREEBOARD l'r
bM/K 'td
I�FlL7ER FABRIC
/.3' STONE THICKNESS
r
�/J/`�• r�-'III BELOW GRADE
DITCH BOTTOM �// w '+/I/
>V 31 WASHED STONE
DETENTION POND OUTLET STRUCTURE
WITH TRASH GUARD
TOP TRASH GUARD = IB.O'
TOP RISER = 15.301
ORIFIrE INVERT = 14.35'
TOP OF DAM = 170'
RISER INV. = 14.0'
(B' M/N. TOP WIDTH)
ENERGY
BOTTOM TRASHBUARD = 12.4'
INFLOW
D/SS/PATOR
3.0'
3.0'
i OUTLET POPE
DESIGNED TO PASS
_ELEV. - I3.30'
4 11� FLOW FROM
/00-YR. STORM
/
STORMWATER STORAGE 10.93'
PIPE OUTLET BPV. = 12.9' � / I i
T
PIPE OUTLET I11//
ELEV. = 14.35 _
r
SEE
TO POND �I
ELEV_ 1/_35,
/II/II
SOLIDS SETTLING TO'
gLgO SHEEN Rl
ELEV 10.35'
SEDIMENT STORAGE /.O'
292 LFF
WEIGHTED BASE TO
PREVENT FLOTATION
ENERGY i DIrEH
BCTrOM
D/SSIPATMR IN✓ n
12 9'
STORMWATER
MANAGEMENT
and
SEDIMENT CONTROL POND
N T S
TEMPORARY CHECK DAM SECTION
UPSTREAM VIEW
(NO SCALE) --
EXTEND RIPRAP UP
SIDES OF SPILLWAY 1' FREEBOARD (MIN.)
TO TOP OF DITCH
BANK �}•
3' LIP 2'
l' l 3' MIN. WITCH)
Z' MIN. (SWALES)
�- �-� #57 WASHED STONE
IO'M/N. D/TCN //' M/N. THOLKN£SSJ
•V�i
5' MIN. SWALE FLOW
�- F W Aw__� DITCR/SWAL£ BOTTOM /ELEV VAR/ESI
FILTER FABRIC I
STONE RIP RAP
(d50 = 9„ MIN.)
TEMPORARY CHECK DAM SECTION
PROFILE
(NO SCALE J
SILT FENCE DETAILS
NTS
EROSION CONTROL NOTES
1. ALL CLEARED OR GRADED AREAS 1O BE MULCHED AND SEEDED AS PER
SPECIFICATIONS WITHIN 30 DAYS OF COMPLETION OF GRADING IN
ANY GIVEN AREA.
2. CONTRACTOR IS TO CONTINUOUSLY MAINTAIN ALL, SEDIMENT CONTROL
DEVICES AND IS TO REMOVE SEDIMENT FROM FENCFS AS REQUIRED BY
INSPECTOR. ANY COLLECTED SEDIMENT LEFT AT END OF JOB IS TO
BE REMOVED.
3. SILT FENCING TO BE INSTALLED AND MAINTAINED SURROUNDING
ALL DROP INLETS, CATCH BASINS, AND MANHOLES UNTIL
STABILIZATION IS COMPLETE.
4. SEDIMENT FENCES AND CHECK DAMS ARE TO BE REMOVED FROM SITE
WHEN GRASSING IS ACCEPTED AND STABILIZATION IS COMPLETE.
5. ANY MATERIAL EXCAVATED WHICH IS NOT TO BE USED FOR FILL IS
TO BE REMOVED FROM THE SITE UNLESS OTHERWISE DIRECTED BY
THE OWNER OR ENGINEER.
6. A GRAVEL CONSTRUCTION ENTRANCE WILL BE PROVIDED WITH A 4"
THICKNESS OF No. 4 WASHED STONE: (1 1/2" TO 3/4").
i
7 ANY COLLECTED SEDIMENT IV THE SEDIMENT STORAGE :ENE j
OF THE STORMWATER M4N4GEMENT/SEOtMENT CONTROL POND d
SHALL BE REMCLED TC THE MINIMUM BOTTOM ELEVATICI.
SHOWN ON THE DETAIL a
PLAN
SECTION A - A
PLAN
SECTION A - A
e
NOTES ON RIP RAP APRON
CONSTRUCTION SPECIFICATIONS
1. EXCAVATE BELOW CHANNEL OUTLET AND WIDEN CHANNEL Ty) THE
REQUIRED RIP RAP THICKNESS FOR FA1CH APRON. F(XINDATION
'IO BE CUT TO ZERO GRADE AND SMOOTHED.
2. PLAICE FILTER CLCiI'H ON BOPIC-M AN) SIDES OP PRFPARHD
FOUNDATION. AI, JOIRFS TO OVERLAP A MINIMUM OF 1.0'.
3. EXERCISE CARE IN RIM' RAP PIACFNENF'M) AVOID DNMAGF III
FILTER FABRIC.
4. PLACE RIP RAP ON ZERO GRADE - T()E OF RIP RAP '10 BI; LLUEL
WITH FYISTLNG OUTLET' - NO OVERFALL AT INDS.
5. RTP RAP TO BE HARD, ANGULAR, WELL GPADI'.D CLA.S;; It hatORICON
CORIROT. c7PONE.
6. IMMEDIATELN AFI'EP CONS'1RI ICI IIYI SI'ABI1/1'. AID. 111:7111W1rD
AREAS WITH VEGETATION AS SIAWPJ ON VIX;ITA'NVE PLAN.
11,5
L
NOTE APRON TO BE PLACED LEVEL
WITH THE TOP SURFACE OF
RIP RAP AT SAME LEVEL
AS SURROUNDING LAND
SURFACE - NO OVERFALL
SHOULD EXIST
RIP RAP APRON
15„ O 6 18" 0 PIPE OUTLETS TO STORMWATER POND
RIP
RAP
APRON
36" 0
PIPE
OUTLET
FROM STORMWATER POND
PLAN VIEW
B.. 4_
e
i
B It °
> IT
SECTION A -A
NOTE
JS__=E
For depths greater than 3; install
manhole steps as shown for
e standard manhole.
FF
s4
SECTION B-S
DROP INLET DETAIL
TER FABRIC
86
NOTE APRON M BE PLACED LEVF!
WITH THE TOP SURFACE OF
RIP RAP AT SAME LEVEL
AS SURROUNDING LAND
SURFACE - NO OVERF41 L
SHOULD EXIST
,BIER FABRIC
A
A
�11C10I10[II
B
PLAN
3 0"
3'- 7 3A
SECTION A -A
2 0
2'. 7 3/4 `
DEWEY BROS. NO. CH-BN-2 OR EQUAL APPROVED BY
ENGINEER. MINIMUM AVERAGE WEIGHT, FRAME = 28016s.
GRATE : 210 Ibs.
DROP INLET FRAME and GRATE
SEE
ASPIDILr CURB DETAIL
STONE TO EXTEND
In' BEHIND CURB
STREET CROSS SECTION
ASPHALT CURB and GUTTER
NOTE i "I'VE BA''E AND ASPHALT
S,IRFACE COURSE TO CONFORM
TO V C CC T REQUIREMENTS.
1 1 `t v," " REET SEC^ON AS I2,I
l,✓WN Ov o'AV` '
ACC/'V(T.:'E =AR. vG DRIVEWAY
AVE4� 4� SLOPE
6 + p v
4 .
s 'v
. + e• a
a � J
a
6" CRUSHED STONE
I TYPE LABC)
ASPHALT CURB DETAIL
CURB TO BACK CURB
I4 50, 3
R/W
R/W
34
to'
_ I I�-GRASS
PAVEMENT
I
CURB
SLOPE PER PLANS
SLOPE
}
42
1112" ASPHALT ./6" SECTION
A - A
P WIDE
ABC 5TONE
ASPHALT CURBING
PER DETAIL
CUL-DE-SAC
with
CURB
KURE BEACH VILLAGE
PHASE =
DEVELOPED BY GULFSTREAM DEVELOPERS, INC.
1009 NORTH LAKE PARK BLVD, SUITE 4 - A
CAROL/NA BEACH, N.C. 98428
DETAIL DRAWINGS
EROSION, STORMWATER, STREETS
.
✓OSEPH SHILL, ✓R. and ASSOCIATES
NOTE+ DROP INLETS SHALL BE LOCATED WITHIN
THE STREET PAVEMENT WITH THE BALK
CONSULTING ENGINEERS and PLANNERS
OF THE DROP INLET AT THE GUTTER
1602 HARBOUR DRIVE
LINE.
WILM/NG70N, N.C. Z6401
[phone]
DESIGN
Id.CF.F
✓ S H
_
DRAWN
PAT
z
CHECKED
JSH
SCALE
AS SHOWN
' -
SHEET
5 D1 5
• - -
DATE
AUGUST 1995
Is
f'1
REVISIONS

CONSTRUCTION SCHEDULE
1. OBTAIN PLAN APPROVAL AND U111E2 APPLICABLE PIRMLTS-
2- FLAG 'DiE WORK LIMITS.
3- HOLD PREOONSIRUCPION CTDNFF1RNCE PVT LEAST ONE WEILK
PRIOR TO STARTING CONSTRUCTION.
4. INSTALL GRAVEL CONSTRUCTION FNPRANCE.
5. CONSTRUCT SEDIMENT BASIN/SI'ORMWA'IT'R DETENTION POND.
6. INSTALL TEMPORARY CHE(7C DAMS.
7. ROUGH GRADE SITE AND STREETS.
8. INSTALL UTILITIES AND STORM SEWER PIPING.
9. COMPLETE FINAL GRADING, PERMANENTLY VEGETATE, LANDSCAPE,
AND MULCH.
10. ALL EROSION AND SEDIMENT CCN\TR0L PRACTICES WILL BE
INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED
REPAIRS WILL BE MADE IMMEDIATELY.
11. REMOVE ALL TEMPORARY MEASURES AFTER SITE IS STABILIZED
AND PERMANENT VEGETATION IS ESTABLISHED.
12. ESTIMATED TIME BEFORE FINAL STABILIZATION - 2 MWUHS.
WIRE GRATING -�
A
SrORMWATER ORAWDOWN-
DEVICE
THIS HALF TOP GRATING TO
SWING OPEN Z//
l:
'�
3/
-
4S,
�
4
L
C'---- HINGE GRATING AT
SUPPORT BAR
Er" A
WELL HALF TOP GRATING
TO TRASH GUARD
Z 1'
STORMWATER POND
OUTFALL DITCH
TOP OfELEV.
TACK WELL GRATING
HINGE UT GRATING FOR
o-r
T
TRASH GUARD
_ 18.0'
ACCESS TO ORIFICE -
4"0 PVC COUPLING__...._.._._
LO
W/TH PVC PLUG
OUTFALL PIPE
ITT,
TRASH GUARD SUPPORT BAR
/.T'
TOP OF RISER
ELEV. = 15.30'
-
_
_ _'
4" PVC PIPE
1O
C
1 I
(3
SUPPORT ( I' x I', %q" BAR
.3' jai
STOCK, 2 REO'D)
j I
!
ORIFICE
4"x 9" GALV. TEE
Ipl
(i
INVERT BOTTOM OF
4 " PLASTIC
_
ELEV. _ 14.35 RISER
ELEV = /4.0'
NIPPLE WITH 3.25" B ORIFICE
(REMOVABLE FROM IA5/DE
41'
0.6,
BOTTOM OF
BOLT SUPPORTS TO OUTSIDE
3 PVC
OF RISER
1l
ELEV. - 13.4 13.9'
BOTTOM OF
TRASH GUARD
_
ELEV. = IZA'
2" B GALV PIPE STAND
RISER SUPPORTS I2
l EACH SIDE OF R/SERT
2.05'
BOTTOM OF
POND
ELEV. = 10.35'
ANCHOR- 2"12" TEE WITH-",
a
r0 p /
I' LENGTH 2" GALV. PIPE
' A
p'
Q
Q
EACH SIDE
p
Q 1 LO
v i
Y
q
CONCRETE BALLAST PAD
vlp
0/ V Q' O
(4' x 4' x 2' MIN. DIMENSIONS)
V, 1
4
1_ P'
RISER SECTION A -A
OUTLET STRUCTURE
WITH
STORMWATER CONTROL
ORIFICE
NOTES ON TEMPORARY CHECK DAMS
CONSTRUCTION SPECIFICATIONS
I. CLEAR AREAS UNDER EI'MANKMENT AND STRIP IT OF ROOTS AND UI'IIFR
OBJECTIONABLE MATERIAL.
2. EXCAVATE A CUTOFF TRENCH A MINIMUM OF 2 FEET DEEP AND 2 FEET
WIDE UNDER TOTAL LENGTH OF DAM AT ITS CENTERLINE. EXCAVATE
1.5'± BELOW GRADE OF DITCH SIDE SLOPES AND BOTTOM.
3. APPLY FILTER FABRIC UNDER ROCK FILL FROM UPSTREAM EDGE OF DAM
1O DOWNSTREAM EDGE OF APRON. OVERLAP FILTER FABRIC A MINIMUM
OF 1 FOOT AT ALL JOINTS, WITH UPSTREAM EDGE LAID OVER DOWNSTREAM
EDGE.
4. CONSTRUCT EMBANKMENT WITH WELL -GRADED ROCK AND GRAVEL TO SIZES
AND DIMENSIONS SHOWN ON THE DRAWINGS.
5. INSTALL CHECK DAMS BEFORE CLEANING OR REGRADING EXISTING
DITCHES AND PRIOR TO BEGINNING EXCAVATION OF NEW DITCHES
OR SWALES.
6. STABILIZE IMMEDIATELY ALL AREAS DISTURBED DURING CONSTRUCTION
OF CHECK DAMS.
7. SEDIMENT TO BE REMOVED FROM DITCH AND SWALF. BOTTOMS WUF]V 1
FOOT DEPTH OF MATERIAL HAS COLLECTED UPSTRFNI OF CHECK DAM.
REMOVE SEDIMENT TO FINISH GRADE EDEVATTON SPH'IFIED FOR
COMPLETED DITCH.
EXTEND RIP RAP UP
SIDES OF SPILLWAY
70 TOP OF DITCH BANK
TOP OF DITCH BANK
2, TOP OF DITCH BANK
`C 21' MIN FREEBOARD
/ 6 /0' MIN.
/'r
A I1
O-
FILTER FABRIC
I T-
alq`}
/.5' STONE THICKNESS
r
7Li�l it BELOW GRADE
DITCH BOTTOM
W 37 WASHED STONE
TEMPORARY CHECK
DAM SECTION
UPSTREAM VIEW
(NO SCALE)
5'
EXTEND RIP RAP UP AI,N.
SIDES OF SPILLWAY �7 _ (f-y7 .�(�!2
} I' FREEBOARD (MIN. I
TO TOP OF DITCH
BANK
3' MIN. ID/TCH)
D/TLH/SWALE
2' MIN. (SWALES)
BOTTOW(ELEV VAR/ES/\
V\\W
WIN HI
S'M/N. SWALE
AST WASHED STONE
MIN. THICKNESS)
r f
f FLOW
D/rCR/SWALE BOTTOM (ELEV VAR/ES)
�`/FILTER
l.5' (MIN.) 57UNE/\-Ti+"'\
FABR/L
THICKNESS BE[OW
GRADE
STONE RIPRAP
( d30 ` 9" MINI
TEMPORARY CHECK
DAM SECTION
PROFILE
(NO SCALE )
DETENTION POND OUTLET STRUCTURE
WITH TRASH GUARD.
TOP TRASH GUARD = 18.0'
TOP RISER = 15,30'
OR/FIFE INVERT r 14.55, TOP OF DIM = /10'
RISER INV. = 14.0' /(B'M/K TIP WIDTH)
INFLOW ENERGY BOTTOM TRASHGUARD r /2.4'I!/7
\, DISSIPATOR 3.0'
I 1 �/' OUTLET PIPE DESIGNED TO PASS
i
ELEV - I3.30' I(1 FLOW FROM /OO-YR. STORM
PIPE OUTLET hVY. a /2.9'
/ STORMWATER STORAGE 10.93'
Ij1 ELEV. = 14. 35'- ';B"B C
PIPE OUTLET MP O.q.
TO POND (I /II/ ELEV. SOLIDS SETTLING- 3.0= SEE 4L50 SHEET qI
!I ELEV 10. 35' SEDIMENT STORAGE l.O' 292 LFy
n
fit
PREVENT FLOTATION ENERGY DITCH BCr,cm
D/SSIPATO7 INV = iZ 9'
STORMWATER MANAGEMENT and SEDIMENT CONTROL POND
N T S
I.. _._---._.-. I 1 11. 11111AI _ -i
SILT FENCE DETAILS
NITS
EROSION CONTROL NOTES
1. ALL CLEARED OR GRADED AREAS TO HE MULCHED AND SEI-ED AS PER
SPECIFICATIONS WITHIN 30 DAYS OF COMPLETION OF GRADING IN
ANY GIVEN AREA.
2. CONTRACTOR IS TO CONTINUOUSLY MAINTAIN ALL SEDIMENT CONTROL
DEVICES AND IS TO REMOVE SEDIMENT FROM FENCES AS REQUIRED BY
INSPECTOR. ANY COLLECTED SEDIMENT LEFT AT END OF JOB IS TO
BE REMOVED.
3. SILT FENCING TO BE INSTALLED AND MAINTAINED SURROUNDING
ALL DROP INLETS, CATCH BASINS, AND MANHOLES UNTIL
STABILIZATION IS COMPLETE.
4. SEDIMENT FENCES AND CHECK DAMS ARE TO BE REMOVED FROM SITE
WHEN GRASSING IS ACCEPTED AND STABILIZATION IS COMPLETE-
S. ANY MATERIAL EXCAVATED WHICH IS NOT TO BE USED FOR FILL IS
TO BE REMOVED FROM 'THE SITE UNLESS 01'IIERWISE DIRECTED BY
TIIE OWNER OR ENGINEER.
6. A GRAVEL CONSTRUCTION ENTRANCE WILL BE PROVIDED WITH A 4"
THICKNESS OF No. 4 WASHED STONE (L 1/2" TO 3/4").
7 ANY COLLECTED SEDIMENT IN THE SEDIMENT STOWAGE ZONE
OF THE STORMWATER M4N4GEMENT/SEDIMENT CONTROL POND
SHALL BE REMC',EO TC THE MINIMUM BOTTOM ELEVATICI,
SHOWN ON THE DETAIL.
1 PLAN
SECTION A - A
PLAN
SECTION A - A
N(7PES ON RIP RAP APRON
CONSTRUCPION SPECIFICATIONS
1. FJCCAVATE BELOW CHANNEL OUPI•CP AND WTDPTI CHANNEL 'IO THE
REVUIRED RIP RAP 'THICKNESS FOR EACH APRON. FOUNDATION
TO BE CUT' 'IO ZERO GRADE AND SMOC7PHE.D.
2. PLACE FILTER CIOPH ON BOT-TOM AND SIDES OF PREPARED
FOUNDATION. ALL JOINT'S TO OVERLAP A MINIMUM OF 1.01.
3. EXERCISE CARE IN RIP RAP PLACFEMENT 'IO AVOID DAMAGE TO
FILTER FABRIC.
4. PLACE RIP RAP ON ZERO GRADE - 'TOE. OF RIP RAI' 'IC) BIE IkNEI,
WITH EXISTING ouTLET' - NO OVERFALI., AT TLIDS.
5. RIP RAP TO RE HARD, ANGUTAP, WELL CTAND CLASS II NRI),SICNN
CONIROI. STONE.
6. IMMEDIATELY ALTI-d CONS'IRI1C7IINN 5;TAIA11.I/i AI.I. I/IS;17IIRIiIP
AREAS WITH VES;ETATICNN AS SIRNITI (IN VFI;DVAI'IVI'. P[AN.
NOTE APRON TO BE PLACED LEVEL
WITH THE TOP SURFACE OF
RIP RAP AT SAME LEVEL
AS SURROUNDING LAND
SURFACE - NO OVERFALL
SHOULD EXIST
ILILR I.B11.
RIP RAP APRON
15" 0 6 18„ 0 PIPE OUTLETS TO STORMWATER POND
8.6
-
NOTE APRON TO BE PLACED LEVEL
WITH THE TOP SURFACE OF
RIP RAP AT SAME LEVEL
AS SURROUNDING LAND
SURFACE - NO OVERFALL
SHOULD EXIST
-TER FABRIC
SEE
ASPHALT CURB DETAIL
STREET CROSS SECTION
ASPHALT CURB and GUTTER
NOTE I ITCNE BA'E AND ASPHALT
SURFACE COURSE TO CONFORM
TO NCUOT REQUIREMENTS
2 t"t" °'REET 1EC`10N A�
2"
=Hnwv Ov ✓i AN°
ALCIV(C°'E 'AR" NG RNEWAY SLOPE
LOPE
V v•
s J
6" CRUSHED STONE
( TYPE LABC)
ASPHALT CURB DETAIL
F 50,
R/W
i.L,_
STONE TO EXTEND
1.0' BEHIND CURB.
CURB TO BACK CURB
R/W
/ 10
MB I GR459 q
SCOPE
RIP RAP APRON I N SECTION A - A 21
l I/21, ASPHALT •/6" 1, WIDE
ABC STONE 4SRW.NWLT
T CURBING
36" 0 PIPE OUTLET FROM STORMWATER POND
CUL- DE -SAC with CURB PER DETAIL
PLAN VIEW
SECTION A -A
NOTE
T8--
p' p• B"
For depths greater than 3, install
manhole steps as shorn for
standard manhole.
>
B"
SECTION B-B
DROP INLET DETAIL
A
1 3 0"
1
l
3'- 7 3/4"
-�
SECTION A -A
(� 2 O
M- 2'- 7 3/4 "
+I
SECTION BA
DEWEY BROS. NO. CH-SN-2 OR EQUAL APPROVED BY
ENGINEER. MINIMUM AVERAGE WEIGHT: FRAME = 280 lbs.
GRATE = 210 lb,.
DROP INLET FRAME and GRATE
KURE BEACH VILLAGE
PHASE =
DEVELOPED BY GULFSTREAM DEVELOPERS, INC.
1009 NORTH LAKE PARK BLVD, SUITE 4 - A
CAROLINA BEACH, NO. 4-8428 -
DETAIL DRAWINGS
EROSION, STORMWATER, STREETS
✓OSEPH S. HILL, ✓R. and ASSOCIATES
NOTE: DROP INLETS SHALL BE LOCATED WITHIN
THE STREET PAVEMENT WITH THE BACK
CONSULTING ENGINEERS o/Ld PLANNERS
OF THE DROP INLET AT THE GUTTER
1602 HARBOUR DRIVE
LINE.
WILMINGTON, N.0 28401
[phone]
DESIGN
✓SH
DRAWN
PAT
CHECKED
JS H
`• '
SCALE
AS SHOWN
SHEET
5 DI 5
.
+_
DATE
,,.
AUGUST 1995
REVISIONS

1. OBTAIN PLAN APPROVAL AND 01TEM APPLICABLE PERMITS.
2. FLAG THE WORK LIMITS.
3. HOLD PRECONSPM71ON CONFERENCE AT LEAST ONE WEEK
PRIOR TO STARTING CONSTRUCTION.
4. INSTALL GRAVEL CONSTR[XrION ENTRANCE.
5. CONSTRUCT SEDIMENT BASIN/31ORI-NATER DETENTION POND.
6. INSTALL TEMPORARY CHEM DAMS.
7. ROUGH GRADE SITE AND STREETS.
8. INSTALL UTILITIES AND STORM SEVER PIPING.
9. COMPLETE FINAL GRADING, PFRMANERMY VEGETATE, LANDSCAPE,
AND MULCH.
10. ALL EROSION AND SEDIMENT CONTROL TIROL PRACTICES WILL BE
INSPEICI'ED WEEKLY AND AFTER RAINFALL EVENTS. NEEDED
REPAIRS WILL BE MADE IMMEDIATELY.
11. REMOVE ALL TEMPORARY MEASURES AFTER SITE IS STABILIZED
AND PERMANENT VEGETATION IS ESTABLISHED.
12. ESTIMATEDTIMEBEFORE FINAL STABILIZATION - 2 MCNIHS.
WIRE GRATING
STORMWATER DRAWDOWN
DEVICE
THIS HALF TOP GRATING TO
SWING OPEN
TACK WELD 1/2 GRATING
HINGE 1/2 GRATING FOR �
ACCESS TO ORIFICE
3"0 PYC COUPLIJM
WI rw PYC PLUS
TRAsN suARO st4v~r ad
s" PvC Pipe
sWpORT I I' s N s % " BAN
Sr". E REO'DI
3"s 3" BILK TEE
S" PLASTIC
NIPPLE
(REMOVABLE FROM iNVAPE
BOLT SUPPORTS To OUTS/
OF RISER
le
wp
ME�����`:����1
26' -
4.5 3
4
STORMWATER POND
OUTFALL DITCH
WELD HALF TOP GRATING
TO TRASH GUARD
60" TOP OF
TRASH GUARD
fL[K r is. 6'
v FALL PIPE
R
L1' TOP OF R/dfR
ELEV.a N."
1 11 ('
0.9-34-- j 36"
INVERTVERT BOTTOM Or
_ )LEY. = 11dJ' RISER
ELEV. + 14.05'
0.6,
OE I BOTTOM OF
1L 3" PK PIPE
ELEV. r 13.45'
ILO'
sorrow OF
TRASH BUAW?
ELEV. a 12.4
Y" 0 6ALV. PIPE
sTAND
R/sew SUPPORTS
(Y
I EACH SIDE OF
RISEN)
Y.O'
BOTTOM OF
POND
ELEV. r la`l'
ANCHOR- E'AN'
TEE WITH
p
0 \ p
r LENOTN a DALV.
PIPE
v
P
w
v
EACH SIDE
'. p
•'
Q .ILO"
CONCRETE BALLAST PAD
if Q
( 4' s 4' , Y' MIN.
OJMENSKNS)
-
/ -
�
Al
a1/ p•.`p''Q'vl
v yat4
a;'v'1vIJ
RISER SECTION A - A
OUTLET STRUCTURE
WITH
STORMWATER
CONTROL
ORIFICE
MTCN/SVWE
BOTTOM (ELEK K
is, tweet STONE
"MCKN[SS BELOW
BRAVE
02VTRUCTIal SEVICIMCATTOW
1. CLEAR AREAS UMER BMRM*Wr AND STRIP IT OF ROOTS AND OTHER
CBJECTrCNNKE MATERIAL.
2. EXCAVATE A anXFF TRENCH A ICUMM OP 2 FEET DEEP AND 2 FEET
WIDE UNDER•-V UMTH Or DAN AT ITS CENTNUMM. EXCAVATE.
BEKM GRAM OF DITCH SIM S140FES AM BOTTOM.
UNDER3. APPLY FILTER FABRIC ROCK FILL FROMr EDGE OF DAM
To DownTREAm per •- ARxw.• >MDMIUM
OF I FOOT AT ALL JOINTS,-'r EDGE LAM OVER DOHRWTREAM
EDGE.
4. CONSTRUCT EMMUMITr f>, ROCK 1 GRAVEL • SIZES
, DIMENSIONS • ON r DRAWINGS.
5. INSTALL OEM DAMS BEFOIRE CLEANING Oft REGRADING EXISTING
DITCHES AN, PRIOR TO BEIGINICIM EXCAVATICH OP NEWDITCHES
OR SWUM.
6- STABILIZE DIMEDIATELY ALL AREAS DISTUtRBED DUFOM CONSTRUCTION
OF CHECK 1
7. SEDIMENT To BE REMOVED FROM DITCH AND SWLS BOTTOMS WHEN 1
Poor DEPTH or MATERIAL I" COUSCITID UPSTREAM or CHECK DAN.
REMOVE SEDIMENT TO FINISH GRADE ELEVATION SPECMED FOR
COMPLETED
TOP OF DITCH DANK
DETENTION POND OUTLET STRUCTURE
W/TM TRASH OUARO
TOP rIAsM wARO s /s.0'
Top RISER s 14.90,
ORIFICE INVERT = /d.0' /Top OF DAM s 170'
N/S[R /NV. s /4.0s' / I B' MIN. Top wtorM/
INFLOW� ENERGY 8077100 FWASMBMAND n /2.0'
D/SSIA4vR J.D'
/ r ,AY
ELEV c l4 93' r OUTLET PIPE DES/ONED TO EASE
_, lT� /PLOW FROM /0Bill STORM
STORMWA•TM JTOR,•BE 'a.'" - - ' I( /r/J pJp[ OUTLET ,NK s IY.S'
:PIPE, OUTLET IELEV. r I4.3sjTO OND I SOL/D8 jETTL/MO ry 2.s3' SEE ALSO 0.4%
�QyfY�N. d' � - SNEER' R/ ..
11 tEv.. KC4' SEDIMENT sT'LB•AIW 1. 0' �' 29Y LF j
WENNTED BASE TO / I/ --.. - ... / -'v. ` .
PREVENT FLOrAr/ON EMENSY DITCH BOTTOM
D/SS/PA70R INV. r 12.9'
STORMWATER MANAGEMENT and SEDIMENT CONTROL POND
N T S
TEMPORARY CHECK DAM SECTION
UPSTREAM VIEW
(NO SCALE)
EK rm RP RAP Up
SIDES OF SP%L&WAr
To TOP OF O/rcN
SORT
J'
rf
sw jww' ., i�
Arj -W
z•�C,•-r
-r
w jv tf
STORE MP DAP
( dBE s to MK)
TEMPORARY CHECK DAM SECTION
PROF/ L E
(AV SCALE 1
SILT FENCE DETAILS
NTS
BROSIC H CO T INCL NOTES
1. ALL CLEARED OR GRADED ARMS TO BE MULCHED AND SEEM AS PER
SPBCIFI:CATIOMS WITHIN 30 DAYS OF COMPLETION OF GRADING IN
ANY GIVEN AREA.
2. CONTAACEGR IS TD CO NTMIOuSS.Y MArNTAIN ALL SEDIMENT CON IVICL
DEVICE AND IS TO RROM6 SEDIMENT FROM FIN= AS RNQUIRED BY
INSPECTOR. ANY COLBCTED SEDIHIM LEPT AT END OF JOB IS TO
BE RMINW.
3. SILT FINCING 10 BE INSTALLED AND M?LTNTAINED SURROUNDING
ALL DROP INLETS, CATCH BASINS, AND MANHOLES UNTIL
S ILTZATION IS COMPLETE.
4. SEDDIEDIM FENCE AND CHECK DNB; ARE To BE REMOVED FRDH SITE
VM GRRSSM IS ACCEPTED AND STABILIZATION IS COMPLETE.
S. ANY MATERIM EXCAVATED MICH IS NOT TO BE USED FOR FILL IS
10 BE REPICIM F M TNE3 SITE LMRSS 01MMISE DIRECTED BY
THE OHM OR ENGINEER.
6. A GRW4EL 0X&T1K]C1" ONXI M TWILL EA PROVIDED WITH A 4"
THWWSS OF NO. 4 M ORM 91CM (1 1/2" TO 3/4").
7 ANY COLLECTED SEDIMENT IN THE SEDIMENT STORAGE ZONE
OF THE STORMWATER MANAGEMENT/SEDMENT CONTROL POND
SHALL BE REMOVED TO THE MINIMUM BOTTOM ELEVATION
SHOWN ON THE DETAIL.
PL AN
SECTION A - A
PLAN
SECTION A - A
Te.
i1
T-
NOTES ON RIP RAP APRON
CONSTRUCTION SPECIFICATIONS
1. EXCAVATE BELOW CHANNEL OUTLET AND WIDEN C RANNEL TO THE
REQUIRED RIP RAP THICKNESS FOR EACH APRON, FOUNDATION
TO BE CUP TO ZERO GRADE AND SMOOTHED.
2. PLACE FILTER CLOTH ON BOTTOM AND SIDES OF PREPARED
FOU`DATION. ALL JOINTS TO OVERLAP A MINIMUM OF 1.0'.
3. EXERCISE CARE IN RIP RAP PLACEMENT TO AVOID DAMAGE TO
FILTER FABRIC.
4. PLACE RIP RAP ON ZERO GRADE - TOE OF RIP RAP TO BE LEVEL,
WITH EXISTING COUPLET - RJ OVERFALL AT ENDS.
5. RIP RAP TO BE HARD, ANGULAR, WELL GRADED CLASS B EROSION
CONTROL STONE. -
6. IM'•Q•DIATELY AFTER CONSTRUCTION STABILIZE ALL DISIHRBED
AREAS WITH VEGETATION AS SHOWN ON VEGETA`rIVE PLAN.
RIP RAP APRON
15" O 9 /B 0 PIPE OUTLETS TO STORMWATER POND
E
RIP
RAP
APRON
36" O•
PIPE
OUTLET
FROM STORMWATER POND
PLAN VIEW
SECTION A - A
MOLE
e' E,.O. j•
For depths greater than 3,' install
Dc manhole slops as shown for
standard manhole.
o
nn
-1i-
SECTION B-B
DROP INLET DETAIL
NOTE: APRON TV BE PLACED LEVEL
WITH THE TOP SURFACE OF
RIP RAP AT SAME LEVEL
AS SURROUNDING LAND
SURFACE - NO OVERFALL
SHOULD EXIST
FABRIC
NOTE: APRON TD BE PLACED LEVEL
WITH THE TOP SURFACE OF
RIP RAP AT SAME LEVEL
AS SURROUNDING LAND
SURFACE - NO OVERFALL
SHOULD EXIST.
,,,rER FABRIC
A
A
PLAN
7 0' �J
1" l � �'I � I• T
I
N-- 3'- 7 341"
SECTION A -A
Z O" ---+I
2'- 7 3/4' +I
SECTION B-8
DEWEY BROS. NO. CH - BN - 2 OR EQUAL APPROVED BY
ENGINEER. MINIMUM AVERAGE WEIGHT: FRAME • 280 tbs.
GRATE • 210 lbs.
DROP INLET FRAME and GRATE
SEE LO' BEHIND OURB"V
ASPHALT CURB DETAIL
NOTE: I. STONE BASE AND ASPHALT
SURFACE COURSE TO CONFORM
TO N.C.O.O.T REQUIREMENTS,
2. EXTEND STREET SECTION ••
SHOWN ON PLANS TO
ACCOMODATE PARKING/D
AREAS.
T
"REET CROSS SECTION
ASPHALT CURB and GUTTER
6"CRUSHED STONE
I TYPE CABCI
ASPHALT CURB DETAIL
THE KEYS
of Kure Beech
DETAIL DRAWINGS
EROSION, STORMWATER, STREETS
✓OSEPH S. HILL, ✓R. and ASSOCIATES
CONSULTING ENGINEERS and PLANNERS
WILMINGTON, N.C.
S �Gev
DESIGN
✓SH
DRAWN
punrr•„••
PAT
?I�Q �E,SSIQi'v/JF '.'
CHECKED
JSH
U
SCALE
AS SHOWN
d¢ SEAL
PS2
SHEET
J(C�'••w•..��.
DATE
S.
''�.,.,,,
JANUARY 1994
a 1,f,,.••,•
REVISIONS
'7
MARCH 1994- ADD NOTE T, REV ORF.
11110
MARCH I995- REV. ORR B POND DETA

NOW OR FORMERLY
PAUL OBHUES
NOW OR FORMERLY
KURE BEACH ASSOCIATES
Z
U.S. GOVERNMENT
v
TOWN OF
KURE BEACH
A — -
I.(,1.r't
Ly
L
� - NO TE� SEE SHEET N/ FOR PIPE LOCATION
FROM KURE BEACH VILLAGE- PHASE XT
TO EXISTING STORMWAT£R POND.
INV = /4 Y
PROVIDE T CY
RIP RAP
it
ZZl'ii�
PLP � i
0� /
INV = 14. 9'
PROVIDE 12 CY
RIP RAP
CLEAN EXISTING DITCH
TIE-IN TO EXISTING DITCH FROM 36" RCP OUTLET
INV. _ 12TO EXISTING 30' O TEMPORARY EXISTING 30" B
. 9'(PROVIDE V/DE l2 CY COP INLET
RIP RAP! \^^\ CHECK DAM RCP STUB OUT
li
m / INV II 14. 9'
PROBE T CY 5TORMWATER MANAGEMENT B SEDIMENT
— -- --- RIP P RISER- TOP OF TRASHGUARD = 18.0'
%-- -- - TOP OF RISER - 15.30'
—. — -
OR/FILE INVERT r H. SJ'
— � BOTTOM OF RISER - N.O>
j A A BOTTOM OF TRASHGUARD
/21�
_ 20
14
10.35,
S:
1330 --_
170,
STORMWATER
DETENTION PO
STORAGE POOL
ELEV = 15.30
5211/8SFI
PERM. POOL ELEV
= 14.35' (
B50 SFI
BOTTOM ELEV
= /0. 35'
INV - 14
I
PROVIDE
ICY
RIP RAP
- --
1�..
L.B
I
/
/
n, 5 +
II
\ TYPICAL 2-UNIT rBO•
1.
BL DG (TOTAL of 4z I �Bc
DIMENSIONS
INCO PROPERTY REFER TO LOT"
LINES_
G �c
/I
TYPICAL 4-UNIT
SLOG. (TOTAL OF 2)
SWALE @ 0.2
ITYPI BETWEEN
BUILDINGS
h
/8.6 +
4�
NOTE
DRIVEWAYS CURVE
AROUND EXISTING V
TREES
\ � Z
Z
W+ 20' CONC_
WALK ITYPI Q
M /
ZZ
v
L
- MN
SC �nP
cgVE
i
vE,HIvI
NOTE PROVIDE VAS NR OR CAST -IN -PLACE
JUNCTION BOX W H MANHOLE LOVER
FOR TRANSITION ROM 36" O CMP
TO 36" B RCP .ORMWATER DETENTION
POND OUTFALL APING.
NO TES EXISTING STORMWATER POND SERVING THE KEYS OF KURE
BEACH WILL STORE ADDITIONAL STORM WATER RUNOFF
FROM KURE BEACH VILLAGE - PHASE III. RISER ALTERATIONS
TO ACCOMOOATE RUNOFF FROM BOTH PROJECTS ARE SHOWN
ON RISER DETAIL (SEE SHEET Y[5)_
LEGEND
1-23.4
EXISTING GRADE
+23.5
FINISH GRADE
--- 14---
EXISTING CONTOUR
12 —
FINISH CONTOUR
-�
DRAINAGE FLOW DIRECTION
■ C.B.
CATCH BASIN
STORM SEWER PIPING
S WALE / D ITCH
i
f