SW8980819_APPROVED PLANS_19990616

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE ❑CURRENT PERMIT
L1 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

CoN2ttxw rEO N.P.
i1 !
1 �
lb"FES I row. (a.p.)
!�V 20.05 ?�--
���
24 FES 'k`
INV 19,61
UNDER CONSTRUCTION OR POND OUTLET a
FUTURE CONSTRUC71ON �� ! TOP 24.19
h� INV 20.97
A.
•.. . 24"FES

EXISTINC7
Randall Bra
Associates
l y
6-INCH PIA
WATER MAIN
RANDALL BRAY AIA, NCARB
t ARCHITECT / PLANNERS
P05T OFFICE BOX 331
WILMIN&TON, N.G., 28402
-0110
,/� \ �� l U5�E AND INTENT O Is not f DRAHIN6
\ \S eleased
Ej \ / y P �/ for the purposes of contracting
3 11 or construction unless the Release
+ \00 R^ Authorization a�izn the
etitle block
on this drawtr:g is siq:ed and dated
bbyy presentative
i " ! of the Architect. Portions of this
% < f Drawhg may be released for
+ +
S T contracth�g or construction if there
to \ ` " S noted hereon a Release
��� 1+ + • . / o•; % Authorization app" specfficafij
+ + �yo
to such tion, si d and dated as
�I(n \ descrlbedabove.�
3
O u conditions when are not otherrvise
Of + +} 2 Materials, ckne5iors, ord all other
ry Z LL + •/ O % ' defined on this Drawing shall be
{ ♦ \ / construed as having this scree
I meonhg as am" indicated
' -• a concfltlons which cre more Fufy
+ + +' SITE defied elsewhere on this or other
+ + + Draw for tit Protect.
+ O e . ° 3. Al ederd, State, and Local
sk" be.0e codes, oconsideredrp t of t'het�+ + + specifications for this Pro d t a shot trice preference over anyt"
same ore at varience.
+ + + �( C f„ � short:, decrAped, or impFed where
3 Released
`
UJ �s 4.7p 'PS O 'F + + + \ \ � _ � �1".' �.•~ \ � D Dr title
Im �6 b.O�y I0�,pO, + + + + _p,'� \ / O Drawing No.
RBA JOB No. %34-GHG
=1 p
T
R4-1.cV-T ^ + + + Z m 0
' 4y L=2b.3 <;: + y \ GONG. SIDEWALK iY "
f ..43, M J� 'C� VIGINITY MAP
+ +
LOG' @. / Re7.28. R4' 1\ + + \ O
h 8.4& ry,�S� + + + \ �_._/ —`7 NORTH cPAPROVED TAL 0
1 08 p e y� + + + 11 MANAGEMENT ENVIRONMENTAL
DIVISION OF WATER QUALITY
:._
+ + \ + Stonprragh PwmN No22.02
Si lJ$Ct$UZ31 q W r
RA 'Fi
LIJ
+ +\+ 7)
f '< ;' ! :a:; <" R� 4 + \ + \ I LAYOUT BY ARGHITEGT;
'DIMENSIONIN& OF FLAN BY:
a \ + + + \J 9Q KI.EIN ENGINEERING AND ASSOCIATES
+ + \\ O� ` 322 SOUTH 4THSTREET
9 - �:` WMMINGTON,NC 29401 Q o
1 �AC7 s Q� + + I \ [phone] SE
a :::i«sr.., k'r'••u 12.00' 2H. + + +
R5r R4' /�v + + \ `� ,��y.enrnry ra $
\ •'ESN 0(M' h
00 q'l• •::• .::::.:'a..r.•._... J \ • V I V � 6 6 V 1 �M" L. �
57 �(t
� ®
rr
pF �° + + + 5 1''•.y/him � vo AUG 121998 m qZ
tS Q.\ + ++ +
s�
3
/ FINAL DESIGN NOT RELEASED �m � 10
+ + FOR GON5TRUGTION a� 2'0
EXCAVATION NOTICE:/`/ � (1 � Bpi
4 + + + \ PRIOR TO EXCAVATION, THE CONTRACTOR SHALL PROVIDE Q m m
WETLAND NOTICE >\ \ P PROPER NOTICE TO THE FOLLOWING UTILITY COMPANIES IN
9 �a + + + + \ \ CONFORMANCE WITH THE 'UNDERGROUND DAMAGE PREVENTION < m x
WETLANDS HAVE BEEN IDENTIFIED ON THE PROJECT SITE p• + + + ACT" LATEST REVISION. n
WHERE INDICATED. + + + + + + POWER: GAROLINA POWER AND LIGHT (GP4L) LEGEND O O s
\ \ \ \ TELEPHONE: SOUTHERN BELL [Y -"
+ + + + + + + 6A5: EXI5TIN6 ITEM NEW D/
\ GABLE TV: TIME WARNER GABLE o x
RIGHT-OF-WAY/PROPERTY LME--- U z
WATER: GAPE FEAR UTILITIES oo �o�
\ \ + + \ SEWER: NHG WATER AND SEWER DISTRICT BUDI LN& ® F"
OTHER: CONTACT ULOGO W
+ + + + + + \\ CONCRETE PAVEMENT
\ \ \ + + + + + + + WETLAND AREAS n/ Q 1@
--------- BITUMINOUS PAVEMENT NOTED 1� Q ;
NORTH + + + + + \ < (L/ F S o
\'\3/ + + \ \ "'l'w""" WATER LINE W/ VALVE Q =ps
LAYOUT PLAN 6g+ + + + NOTES: FORGE MAIN ���. 7—
SANITARY �Q
+ � SEWER SERVICE �-o � Q ELM
/9 Sri\ sssssailksssa STORM DRAIN W/ BASIN —O--Sa Z W s 1. 51TE INFORMATION SHOWN 15 TAKEN FROM A SURVEY BY
/ + \ BENJAMIN G. BROWN NGRL5 L-2747, TITLED "TOP06RAPHiC.AL EASEMENT X
6RAPHIG SGALE \t \ + \` \ SURVEY FOR CASTLE HAYNE BAPTIST CHURCH" DATED CONTOUR — 0 � �l
3 \ DECEMBER IG93, REVISED SEPTEMBER 20, 1944. PROVIDED LIMITS OF DISTURBANCE N
O' 50' 100, 150, 200' 300' `+ ��J2 \ \ TO RBA BY OWNER. RBA HAS RELIED ON THE ACCURACY OF ROOF DRAIN W/ G.O. —Rta--
/ pro THIS SURVEY. AB5REVIATION5: (1 m T
2. ALL DIMENSIONS TO FACE OF CURB OR FACE OF BULDIN6 TG - TOP CURB TP - TOP PAVEMENT V u m
\p0 ♦ UNLESS OTHERWISE INDICATED. ALL OFFSET MEASUREMENTS LF - LINEAR FEET RCP - REINFORCED CONCRETE PIPE U
TAKEN AT q0 DEGREES UNLESS OTHERWISE NOTED. INV - INVERT GMP - CORRUGATED METAL PIPE < J p
(IN FEET) TSSV - TAPPIN6 5LEEVE AND VALVE DI - DUCTILE IRON ? -
` I inch = 50 feet
PVC - POLYVINYL CHLORIDE G.O. - GLEAN-OUT 3
FES - FLARED END SECTION ( \ z
i

A FES
INV: 22.04 SEDIMENTATION AND EROSION CONTROL NOTES:
26S\2625, 2'7b 2t3o
Randall Bray
2b. I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL REOUIREMENTS. A55odote5
24. 3.3 3.6 2,43-�
-,426,4 25.4 EXISTING -7 2. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO
TAPERS 6-INGH DIA , ` RANDALL BRAY AIA, NGARB
5 R TI 2 '�NATER MAIN�\'\ RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE. ALL DISTURBED AREAS SHALL ARCHITECT / PLANNERS
E ENTRANCE BE NON-EROSIVE AND STABLE WITHIN THIRTY (30) WORKING DAYS OF, 120 CALENDAR DAYS POST OFFICE BOX 331
AFTER COMPLETION OF THE ACTIVITY, HHIGHEVER IS SHORTER. HLMINrTON, N.G., 26402
30" RGP 54 LF 25-5 + 3. CONSTRUCTION 5EOUENCE: (CIO) 1452-0110
@ 0.25% : b.b� INSTALL 61RAVEL GON5TRU6TION ENTRANCE(S) AND SILT FENCING
.4 A L15E AND 04TENT OF TF15 DRAWING�FE 5
INSTALL DETENTION POND AND STORM DRAIN PIPING L This dra" Is not released
INV: IC1.11 2 for the purpose* of controc-tirg
2 INSTALL INLET PROTECTION FOR EACH INLET or construction unless the Release
N INTERF CE3 - A Authorization In the title block
3 6 Rao COMPLETE SITE GRADING AND ESTABLISH TEMPORARY SEEDING on this dra" 6 s" and dated
TOP: 25.00 po'�'- 2i5L'�,'\\ STABILIZE AND SEED ALL DENUDED AREAS AND 51DE5LOPES an aAhorized representative
INVERT 30": 20.1-7 21 %/a/ 1 \ \\ � the Architect. Portions of this
-7.50 4. LINE AND FERTILIZER: 12t" be released for
BOTTOM: 1
241� ruction if there
0 26.5 LIME - APPLY GROUND A6RIGULTURAL LIMESTONE, 2 TONS PER ACRE 15 noted trz�nte&eabe
0 Authorization app" speelf"
16" RGP &0 LF ka\\\
SEE DETAIL FERTILIZER - APPLY 10-10-10 AT 1000 POUNDS PEP, ACRE t= cl and dated as
+ described :91e
RADINry AND INCORPORATE BOTH LIME AND FERTILIZER INTO TOP 4" TO (b" OF SOIL. 2. Materials, ckrestans, and ad other
conditions P"ch cre not otherwise
OUT `PLAN TEMPORARY SEEDING MIXTURES:
30" RGP Vb4 LF 5. SEEDING. TEt defined on this Drawing 9" be
+ construed as having this scim
SUMMER - &ERMAN MILLET, 40 POUNDS PER ACRE
00.25% ===ed
25J 0 RYE &RAIN, 120 POUNDS PER ACRE fL44
defined elsep"re on this or other
HINTER
4
3.
25 GRADING NOT COMPLETE. codes, ordinances, regulalons, etc-
28-3 eta be considered part of the
2 7�j 6. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSPECTED
lore for this Project and
P +-F 24" RC =tcrk preference over crong
CURB &UTTER 2 NOTE: OVERSEED HINTER PLANTINGS OF RYE WITH KOBE LESPEDEZA IN MARCH IF 'or this Pro
0 Al clerc( State:ta Local
NEEKLY AND AFTER EVERY RUNOFF PRODUGIN& RAINFALL EVENT. NEEDED REPAIRS WILL
(7�- �ENT TRAP @ show, dea*,d, or W"ed where
\�y (TYP ALL INLET 26--0- - - same are at varleme.
MADE IMMEDIATELY. TOPDRESS TEMPORARY SEEDING WITH 50 POUNDS PER ACRE OF
260
-SPILQNAY K NITROGEN IN MARCH. IF COVER IS NEEDED THROUGH THE FOLLOWING SUMMER, OVERSEED Released
CATCH BASIN B � , \\\\\\ \N
4 WITH 50 POUNDS PER ACRE OF KOBE LE5PEDEZA. Dow" title
TOP: 25.00 +\ +
k -7. MAXIMUM GRADED SLOPE SHALL NOT EXCEED THREE (3) HORIZONTAL TO ONE (1) VERTICAL. Drck" No.
INVERT: 20.55 + TGKBA�31N - G ,A--
26J UNLESS OTHERWISE INDICATED OR DIRECTED.
-T
TO : 25 RBA JOB NO. %34 GHG
LF 1 RT: 2t (1,\
8)" RCP q(b \\,
29%
\Z A
bl \+ 1\ \k\ �3
0 Ln 25.8 \ 0
nA.. -P 104 IF 0 z
\1\�24
2
D-
tAT('7) CATCH BASIN 6 GW'PA51N'-�'p ill o
LU
TOP: 25.00 25.50 v
INVERT: 21.071 T: A
2
21.0
4
+
rb-INGH DIA
2-1/2-INCH DIA PVG RO 1
PVG HATER • DRAIN 150 - ,2 51 LL
-I \Z'-.0 -1,
SERVICE + '2b'A LU
Lo A14L
18" RGP 04 LF + M IOU
NORTH GOLLE61E ROAD <
00.50% N.C. H16HNAY 132
2 i + \ " \\ \\ w
I q 1 22.02
(7) CATCH BASIN 1 2 tATtij Ab E: 'o n.2\
FINE-HEI? FLOOR
26.
ELEVAT
OP- 25�5O ;Grp
INVERT: 21.4(l
26.6 + + 27J
]&' RGP 150 LF 26.3
% 23'+4 C)
+ -C)
x
-INCF�01
I \ M
CATCH BASIN - J Pv\f, f:zOQ '28.4
A
26.6 2
INVERT: 22.24 V' ROF 120 L +24..5
0.25% Ia.
J d
b. %
5.6
z �2 4D
(9-INGH DIA RI-> 2 215 2
1� TION CON5IRUC
PVG ROOF DRAIN 6.0 I I ENTRANCE -e
4 1z i %
I , 25.6 0
245 MR-b,2 Z
2 10 6 ' s z
710
15" RGP 146 LF 9NISHIED FLOOR 2
ELEVATION: 25.1 + "k '%
@ 0.50% 2
G#T61
+W + 1B+2A 4511
26S\ N, \\\\\\ . .' I 287
C ARO�7%
IOPR 124JC \ \ \A \ \ 2 * ... . ..
h 25 A
-P2 F 2W I 2aA
CATCH BASIN K 1 -Frp 14109
G 'atla� 25b
%
.............
TOP: 26.00 +
INVERT: 22.q7 b-INGH DIA 2 + ;J5�2 + 262
PVC, ROOF
S
DRAIN dATGt BSI L G C \` 2A-7
T 5
&-INCH DIA 63 \535A 2515 <
PVG SEWER IN E 2 DRAINA6E DES16N BY:
2 + C� <
SERVICE t5l 2 7`1 FINAL DE516N NOT RELEASED KLEN ENGINEERWG AND ASSOCIATES < z 16
4-INGH DIA .4 \ 271 FOR CONSTRUCTION CD 7. 2
PVG SEWER h
26�2 + + \29.6, V, 322 SOUTH 4TH STREET 0-2-6
SERVICE + + . . . 2Lq 25A WUMNOTON,NC 28401
6.
. . . . . . . 265 ,E- 1 [phone] LL]
2 . Q'b X
0 LU < z ZN 2
+ + ---------
�&O- 2112 p.;'?&, z
GRINDER DUPLEX LIFT + + + A% !��" \ , f-\
STATION 1 26� It , \\ T T
+ + 5.2 WETLAND NOTICE
it \ , \\ Z�
TOP OF NET WELL: 21.20 + + + + I % \ \ \ N HETLAND5 HAVE BEEN IDENTIFIED ON THE PROJECT 51TE
\1\\ \ACI <
INV IN: 21.00 + + < -2'n Q
-7.50 .10 26b WHERE INDICATED. < D-
INVERT: I + 2-INGH DIA
+ + PVG FORGE I
+ \30)l , W-
, \% ORT T C� 0
\ + NOTES G) RADING AND INA & E FLAN 01--nt
51TE INFORMATION SHOWN 15 TAKEN FROM A 51JRVEY BY z
\\+ 26A BENJAMIN C. BROWN NGRL5 L-2-741, TITLED "TOPOGRAPHICAL EXCAVATION NOTICE: LU < Z
SURVEY FOR CASTLE HAYNE BAPTIST CR)RGH" DATED PRIOR TO EXCAVATION, THE CONTRACTOR SHALL PROVIDE
6RAPHIG SGALE DECEMBER Iqq3, REVISED SEPTEMBER 20, W14. PROVIDED PROPER NOTICE TO THE FOLLOWING UTILITY COMPANIES IN
01 TO RBA BY OWNER. RBA HAS RELIED ON THE ACCURACY OF CONFORMANCE WITH THE 'UNDERGROUND DAMAGE PREVENTION <
50' 100, 150' 200' 300, 6 2q.2 TH15 SURVEY. ACT", LATEST REVISION.
21 POHER,- CAROSOUTHERN BELL LINA PONER AND Llr:7HT (GP$L) to
HT 6A5-
(IN FEET) CABLE TV: TIME WARNER GABLE I inch50 feet HATER: CAPE FEAR UTILITIES �n <
REFER TO PROFILE SHEETS SEWER: NHC HATER AND SEWER DISTRICT lS)
T- <
OTHER: CONTACT ULOGO
FOR CONTINUATION < <

26 21.3
2a.5Randall Bray
♦~`
\
22.q ~- � associates
\ ~`\♦--ems 26.6\ ~♦-.�-� !� \ RANDALL BRAY ALA, NCARB
\ 2 ARCHITECT / PLANNERS
POST OFFICE BOX 331
\ r 21.4 ; \ -`♦� \ -♦--� \ 1NILMINGTON, N.G., 2&402
2 ♦`♦ (q O) 162-0110
25
USE AND LATENT OF T45 DRAWN&
FOREBAY 5f'ILLWAY 26 g L This drer" Is not released
F -`- I for the purposes of contra AN
"_ i ` `, �♦ `\ or construction unless the Release
thorization In the title block
Au
on this droving is skj'ned and dated
l ` 26\q -♦-♦ `, an mthortzed representative
2.
-♦ o the Architect. Portions of this
NORMAL POOL` Dra wtlg may
be released for
ELEVATION. ZZOO controc" or
L. noted her GOrFt�� f f there
e
\ 21 \ . Authorization opp" specif"
SO` 5D \ `\` > �PONDED POOL 28.6 �, to 5mh portion,described e�d and dated as
I T 29.5fI ` `
, \ ION: ` \ ` 2 Materials, and all other
EL
conditions which ore not Otherwise
2 defined on this Drawling shd be
r \` :: \` \, `, • 2 `\ `\ '` ",�///��, `, `, ``, \` construed as havN this same
25b mean" as shAary W11cated
2 conditions which o^e more fllkj
21 11• `, ``` . `\ ` '� j `\ `, `\ ` defined else" ere On this or other
`•` \` ``, 3 `\ \ `` 1 �� •,\ `, , `, DrawYlgs For this Project.
�` , `, \ ♦ \ 1 ``(�� , ,� \ `, 3. Ali Federot State, and Local
2 ,` `` `\ ` `, 1 �L \ `, ``� ` 8 `\` `, Lodes, ordinances, regAalors, etc.
1 ` \ • \\ \ \ \` \ eF1a1 be considered part of the
specifications for this Project and
\ , 2I. • `\ 4 \ ` ' 211. steal take preference over Q'*Wg
show, decribed, or hoed where
same are at vanience.
3. \ 2q.0
,1 � `\\` `,` ` ` ,\ `,` Released
• Ely
i 5. \``, Drawing title
1
\ POND OUTLET
TOP: 23.5
2 OR FILE NV: 22.00`,` \ RBA JOB NO. A634-GHG
�. 16 OUTLET NV: 21.00
25.1 3.1
23.7, \ 2. \\ z
`L 2 2IL
\
2 N
N 25.3Lu
111.0-7 DE6 ag6 ~`♦-♦♦ -�` 22. \1 \ O a Q
S 24-
•0
\ /�, ----`♦ \ I h. \ CL
® 0.R0% LF FLARED END 5EG1\I LL
N
F \` O
m ♦- 26 -INV: 20.1q A\
30.g1 D -I- LLJ
O \ - Q
- \ 21.5
z25.5 2 I 26.3
EMERGENCY 5PILLY7AY N
+ _ +
so 2I Q
\ r
4.1 `22.5
S 6 zo
�h \ 6 \ f` Q of
o r
2 2
N 21 \ r-"
• STORMNATER POND C:7RADINS DETAIL
= o
n' 67RAPHIG SGALE
\ c \ 1•NIIp11Up// � � ya
` / \ O' - S�ye�950' 100' 150' 200' 300' . S .,R5 5 ,,E
�9 >
4kAL.,,
O \ (IN FEET) t t m $ 2 z
�o
¢�. I Inch = 20 feet , $ m o
221
rt as
2 ^ � goO
a
N \ \ � in
\ <
+ + < z �$$
FINAL DESIGN NOT RELEP�SED � L
\, + FOR GON5TRUGTION W
<< OL C)
Q�
QW
STORI"fiNATER POND LA 'rOUT PLAN Lu < ku
z J~��
N
6RAPHIG SGALE
0' 50, 100, 150, 200' 300,
<
(IN FEET) � v
I inch = 20 feet
� > s
( .W ,-

\ \ \ 2-7.3 28.8 Randall Bray
" A 22.q \ � \ \ \ \ \ Associates
\ 2 \ \ \ \ 26.6 \ \ /ti RANDALL BRAY AIA, NGARB
ARGHITEGT / PLANNER5
CE BOX 331
2I.4 ` \ \ \ \ \ \ WIL IN& I TON, N.G., 28402
2 \ \ \ 2 Mio) -i62-0-110
\ ` 25.0 ./D, \ \ \
00, \ USE AND INTENT OF THIS DRAWING
3 FOREAYAY 5PILLNAY
\ / \ \ 28.8 I. This circming is not released
for the purposes of contracting
\ \ or construction unless the Release
\ \ \ O Authorization in the title block
\ on this drawing is signed and dated
2. \ \ 26A \ by an authorized representative
\ \ 2 off the Architect. Portions of this
\ 26 UORMAL POOL 2�. Drawing may be released for
ELEVATION, 22.00 \ contracting or construction if there
"q Is noted hereon a Release
Sa \ SD \ \ NDED POOL ( \ Authorization applying and dated
/ lly
28.6 \ cl such portion, signed and dated as
EL TION 28 0 \\ \ 2. Materials,
above.
2. Materials, dimasbns, and all other
I 2 / \ \ conditions
on this Draw not
s all rb e
2 /^I construed as having this some
28.8 meaning as similarly Indicated
more
Cv! conditions which are more fully
\ defined elsewhere on this or other
3 \p� 27• Drawing9 for this Project.
3. All Federal, State,and Local
2 \ \ \ G \ \ \ •8 \ codes, ordinances,reguialon5, etc.
2
\ shall be considered part of the
, specifications for this Project and
2
II.j5 \ 2Q•q \ \\ shall take preference over rnythmg
\ shown, decribed,or implied where
some are at varience.
3 \ / 2q.0 \\ Released
POND OUTLET \ \ \ `\ \ Drawing title
�\ \ \TOP: 23 50 Drawing No.
\ + \
2 \ OUTLET INV• 21200 \ RDA JOB NO. 9634GHC
25.1 + \ 76
\ 2.5 \ \ \ \ \ 2 \
H S
�� 2
\� 2 \ 2 \ 28.8
2 \ t
I �I °
N 25.3 \ \ \ \ \ LU
21.I I \ 24" R LF � ' .O \ LL a o
/3 \ -44 ` ® 0.-7 FLARED END SEG N m-° m
IN\ 20.Tq Q
27.5 LU
R5
5 \ \ I ~ 26\ 2.5 \ tSl
EMERGENCY SPILL Y � T �Q
1
r
2 \ \ \ 4.l 2.5 \ \ °
26 + \ If_ +
.6
+ k ` STORMViATER POND 6RAD I N6 DETA I L.
6RAPHIG SGALE boa
\ 0' 20' 40' 60, 80, 120' �_ m
3� 13
i� m o
m
+ p' q \ c4 (IN FEET) x o�
\ a I Inch = 20 feet
\ V 6
T + \ o
+ -f- °o��,(„C011111111 do
��^n-R��w%�, KLEIN ENGINEERING °g
+ + \ Qom ' = AND ASSOCIATES m m
5EAL 14IOq " ` 6 a
+ + 3410 Wrightsville Avenue a g
/ �N ` �: Wilmington, N.C. 28403 °
m �
/��� �\\ (910) 799-7967 Q < a o �
z
+ + °
�9 .
BERM, 25' S'(hIIN) O O It m�f
+ + N
m�
5' fMIW �/ U. a x ro
TOP OF POND TOP OF POND W LL- a O„n
ELEV. 25.00 (MIN) ELEV. 25.00(MIN) O ®� .
+ SOP SIDESLOPIES WITH -1-i, P 6,
I I ST. AU6U5TINE SOD I-INCH STORAGE LEVEL. 235 MSL _235 M5L n I-INCH STORAGE LEVEL: 23.5 MSL I LU �/ � O Rm
e„ DE516N SURFACE ELEVATION SPILLWAY 22A M5L LS
22.0 MSL 22A LL I {v o m
+ + are 1 21A M� 6 b a.�� �- z 0 c-
(�/
.., ... , ,. �'I' < 1l-
6' l/ VE6ETATIVE B},�,� g�+r,�'••`� �/J"�� ]� � pp!��
VEGETATIVE Bg V 3 ''� i� l \ SHELF l 1 ; p L 1 Y i f�/t/ L ~ �O m...
+. 5HELF o.. i„ ,a ,•:v OND BOTTOM RKa'D 0011 4 �4.ar" 1 C Y O
E R<
6
RE,./ 4-22-99 _ E C E I V E Z Jlj s>= fi
STORMNATER POND .LAYOUT PLAN. ��'°" FO � APR261999 D � < Z
�" FOR SEDIMENT
STORAGE,6' MIN.
GRAPH I G SGALE PROJ # SW$4031r1 --� x
o' 2o' 40' 60' So' 120' rr�- LU ji l 1 \0
V 1 < Q v
(IN FEET)1 Inch 20 feet REVISED : 4_ _
2 2 _ 9 9 < <
V � V

AST IRLG"N
A AND GOYS RTYP.) Randy I I Bray
5 ( T Y P ) STD. GURB SEGTI ON
� � SEE DETAIL �c550GIatPS
GURB RANDALL BRAY AIA, NGARB
ARCHTAPER P05T OFFICE
/ PLANNERS
POST OFFICE BOX 331
AVARI
BOW WILMINGTON, N.G., 28402
(� LATERAL lalo) rbz-o tlo
__ 21
V • • •. • uae. .
t t s.•. . � . • I If• _L
115E AND INTENT OF THI5 DRAWING
ABLE SLOPE '. ,h5 draving is eat "®'eased
ng
5% MIN. — 4" DI/� for the ions unless
the Release
le
51 DE NA1.__K 5EGT I ON or � " ,less the and
date
GLUE GAP I.OJ6 MIN. — 6" DIA �- A�tnorizat��19 g title block
on this draw
of We i,,,hhitecdt.POib of kh s
00 (IF REQ D) NOT TO SGALE
NOTE: USE NYE FITTINGS AT 5ER/IGE G GU�� T�PE is not dmay on re leased for
contracting Or construction if there
_6 La rated hereon o Release
SEE PLAN FOR DIAMETER Av"OrIZatIOn artlanpg1y a waimat�a as
LNOT TO SGALE portion,
abave�
FOOTING SIN I T i�Y S V�I i? S AY I G c Materials, h areons,and all other
conditions which are not otherwise
defined on this Dravhg shall be
1� Tfi� L DETAIL comstruad as having this same
2' x 2' TRAFFIC BEARING PLAN OPENING AS REQUIRED mo ator fhiich are ore�ny
FRAME AND GRATE FOR TOP NOT TO SGALE \��uuum++�
define elsewhere on this or other
+/ Dravi for this Project.
3-#4 BARS �`�\\pF�N"C' f°%-, al
KLEIN ENGINEERING � ndinaces,py�aonLsetc.
TYP. 4 SIDES �' pF�ssjO,Lf shall be considered art of the
Q _ AND ASSOCIATES shall take preference over anything
' '�/ s ecifications for this Project and
BRICK, BLOCK
GMU OR PRECAST t0 - 141Oa 3 410 Wrightsville Avenue shown,decrdied.or implied where
4�. some are at variance.
OUTFLOW PIPE _J �Ems;°��' Released
—;'6 J —o Wilmington, N.C. 28403
c\u a (3) 3" SOGKETS ��i�0// "�FV[N"\�'\\��`�\\ Dow title
36 DIA (MAX) t, /i//+mnniu\�\` (910) 799-7967 "9
i IW Drawing No.
l RBA JOB NO. %34-GHG
v, MH STEPS,
UJI
14" O.G. O $
�F J
GR > 00 ~ m
8 " - H PADLK
0
o OL
N gw
-�� 0
3 UL1 " OO O O G
i� G _ 6
0
#4 BARS a 12" 0.0yALARM LIGHT d HORN
EACH W SECTION AY 6 CRUSHED STONE
O
G !� 2-INCH PVC FORGE MAIN
ATGH BA51 N DETAIL
NOT TO SCALE DUPLEX CENTRAL CONTROL PANEL I N Y 1 (/� 30"x3b" ALU IINNUM DHATCH in
L
NEMA 4X • � WITH HOLD-OPEN DEVICE 29
UNI5TRUT, HEAVY DUTY, 3" PVC VENT DUCT BILGO #Q-6AL OR EQUAL
HOT DIP. GALV. WITH GALVANIZED \ / �/�� F
FRAME, 30" BURY,. TOP Y I !' `I
12 DIA GONG. BIRD SCREEN r�
ENCA5EMT. 2-1.20 M5L
26.1
NOTES LisFLOA i BRACKET
SEE NOTE #I TRUE UNION 1. FLOAT, POWER, AND CONTROL GABLES MAY BE RUN TO PANEL THROUGH CONDUIT Z a efi
CONNECTION OR THROUGH OPTIONAL PEDESTAL PANEL MOUNT ATTACHED DIRECTLY TOgm $
- NET WELL TOP.
STAINLESS STEEL - 2. FINAL PUMP SELECTION TO BE BASED ON HEAD CONDITIONS DETERMINED ;gamy"
LIFTING CHAIN m n0fi
BY NHG ENGINEERING. X 3 o
c8 b m s;ri
2-INCH GATE VALVES 3. PROVIDE NEMA 4X CONTROL PANAL W/ HOA 5WITGH SYSTEM DUPLEXER,
STAGGER START, VISUAL HIGH WATER ALARM 4 CIO db AUDIBLE ALARM/HORN. V °
2-INCH CHECK VALVES
4. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NEC CODES.
Qm 2-INGH 5GH. 80 PVC PIPING 5. PROVIDE SEAL-OFF FITTINGS ON ALL CONDUITS CONNECTING TO LIFT $ °ftc,
INV IN: 21.00 MSL STATION - GAS TIGHT. ®�a
Q QC
� ALARM 20.50 MSL
PV W/ LAG ON: 20.00
_JL � LEAD ON: IQ.50 MSL
PE a �
Df 3/4-INCHES m �gB
m Wilk N T j Ep#43X BI L" PUMP OFF: 18.00 MSL MINIMUM OP 6" COMPACTED STONE g
°aME; HOT DII�'°AFTETR FABht(GAT� N E Q <
PLAN � mo
TRASH SCREEN INVERT: 17.50 MSL CD < Z p ih$p.�
BRICK, BLOCK OR GMU O 3 0
SECURED TO BOX LY O
I" STORAGE REQMT: 2350 � n/
LU
4L o„ry E
3 ®
PUMPS (2 EACH)RSIBLE _j 0 m rye`
a ORIFICE INVERT: 22.00 S GT10N 1 PH, 3 HP PUMPS ` v o
6" (SEE NOTE 2) SECTION B MOVED TO POND DETAIL SHEET r dOL
�=
WORKING DEPTH: 15.a J L I FT 5TAT1 ON z o FER
�u �1
#4 BARS ® 12" O.G., E SGTION FDOTI EXCAVATED DEPTH: 154EDIMENT STORAGE
+-+-�
mT
POND OUTLET REVISED: 4- 22- 99 Q
NOT TO SGALE � �
lo
V