SW8020510_Approved Plans_20201215

I,
O F THE CAROLINAS '
GENERAL C❑NSTRUCTI❑N NOTES,
1) THE CONTRACTOR IS RESP❑NSIBLE FOR VERIFYING THE L❑CATI❑N
OF ALL EXISTING UTILITIES PRI❑R TO C❑NSTRUCTI❑N,
ABBREVIATI❑NS
`' 1101
STORM DRAIN MANH❑LL
FH
FIRE HYDRANT
DI
DROP INLET
CI
CURB INLET
SSMH
SANITARY SEWER MANHOLE
WL
WATER LINE
IE
INVERT ELEVATION
RIM
RTM FI FVATTnN nF STRUCTURE
LF
LINEAR FEET
DIP
DUCTILE f I•'I IN I' I I'I
PVC
POl_YVINYI III-❑PIDE
ELEV,
ELEVATI❑N
GV
GATE VALVE
MIN.
MINIMUM
TYP,
TYPICAL
HP
HIGH P❑INT
LP
LOW P❑INT
CONC.
CONCRETE
RCP
REINF❑RCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
TBM
TEMPORARY BENCH MARK
STA.
STATION
BOA
BLOW OFF ASSEMBLY
NIP
NEW IRON PIPE
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DMSION OF WATER QUALITY
1 /3/ C
TZF,C - TVF,D
JUN 3 0 J,008
BY: AN,, , 0ao5►U
TRACT
ROADS
BUILDINGS
SIDEWALK/
PARKING
OTHER
TOTAL BUILT
UiPON ,AREA
TOTAL AR,.:.�A__.-._
PERC ENT
BUILT UPON AREA
SUBMITTAL/
APPROVAL DATE
i 'LV131 ON
n
222,437 SF
0.00 SF
10,459 SF
17,841 SF
250,737 SF
1,123,764 SF ..
22.31 %
APPROVED
2 /2008
REVISED 03/2006
TO INCLUDE
TRACT L, M & N
REMISED 05/2008
TO MODIFY TRACT
BOUNDARIES & TO
INCLUDE TRAS"T 0
244,322 SF
815.,OM SF
24,394 SF
0.00 SF
1,083,716 SF
4,049773 SF
26.76%
APPROVED
12 / 2 O 04
REVISED 08/2004-
TO MODIFY
BOUINDAR Y
-
y3
r
'�y t
gg+
�..a-
p,Rt�
Le/and, North Carc3iltmna
WS 0205 10
MAGNOLIA GREFN
GOLF PLANTATION
imm
AF EHR RY 41 200i
A S T A PP�,�IqO VED,.
GLENDALE SUBD.
SCAL I = I" 500'
nP- PRE lXI )MATFI Y �D 79 ACRES
TRACIKING CHART
a
i
117,612 SF
0.00 SF
0.00 SF
0 00 SF
207,346 SF
77,101 S1
103,673 SF
311,839 SF
345 ) !SFr
6,970 SF
0.00 SF
0.00 SF
595,0 0 SI
311,890 Q11
328,000 SF
921,730 SF
3,049 SF
78,408 SF
0.00 SF
0.00 SF
0.00 SF
1,307 SF
0.00 SF
1,307 SF
3,485 SF
0.00 SF
0.00 SF
0.00 SF 61,420 SF
653,400 SF
120,661 SF
0.00 SF
466 091 SF r
146,798 SF
653,400 SF
1 206,61 SF
I 802,376 SF
390,298 `>F
432,980 SF
1
1,237,054 SF
932 SF
282,704 SF
1,275,437 SF
I 150,718 SF2,206,314
SF �
1,129,07,E SiQ
1,460,567 SF
�
4,267,567 SF
1,07�
a, ,�o%
51.9: ` ;
51.231
80.06%
; 36.37
:`�4.57%
29.65%
28.99%
APPREIVED
APPROVED
APPROVED
APPROVED
I
APPROVED �
1
APPROVED
,,, I
APPROVED
�
APPROVED
12,/200 �'
07 f`2003
07,�2003
07/2-003
0,� 2003
12/2004 1
12f 20'04
12/2004
r►!9 Inc.
1,51 Poole Road, Suite 100
/ lolvillo, NC 28451
I EL [phone]
FAX [phone]
WWW_CaP0f0ar0 t7i"PPri"tJ-00m
GI ENDA1 1 SUBD.
_j I ,
LOC.rATM "v
rill) I I I ':i nl I
REVISED: 06/27/08 PER DWQ COMMENTS.
RFVISED: 06/18/08 PER DWQ COMMENTS.
+,`91rawuoiniorrP,
r
SEAL
030,689
tlwp-M
a 7 a
/��Yltid3F4irr�A'g�
K M N Ll TOTAL
rI ;I 385,C70 SF 0 SF 0.00 SI 66,536 SI
0 SF 143,748 SF 0 SF 0.00 SF 0.00 SF 3,467,798 SF
0.00 SF 0.00 SF 184,264 SF
0 SF 61,855 SF 0 SF
1 -- -
1,096,167 SF 969,550 SF 191,722 SF 419,047 SF 956,.550 SF 4,486.358 SF
1,096,167 SF I,560,223 SF 191,722 SF 419,04-7 SF 1,023,086 SF 9,874,356 SF
1,297,652 SF I 4,953,208 SF 243,570 SF i 493,100 SF -1,207,496 SF 25,216,877
SF
�, A " 78.71 irk ; 84 98% 84.73`�' � 3 9. 15 0/70
84` ' 7`� 31.50. 0' i ,
1
, �.�._----. 1 � � APPROVED - --- SUBMIT TE D I
APPROVED 1 APPROVED � APPROVED
1 /�
2/2008 1 02/2007 � 02/2009 02/2007 � 06 �008
PLAN MODIFIED 1 /2008 PLAN MODIFIED
TO ADD LOT; K3 AND TO ADD LOTS M1 AND
K4, REALLOCATE M2, REALLOCATE
ALLOWABLE 1BUA ( ALLOWABLE BUA
REVISED 05/2008 REVISED 05/2008 REVS SEG 05/2008
r TO MODIFY TRACT TO MODIFY TRACT
TO MODIFY TRACT s
BOUNDARIES & {O ! BOUNDARIES &- r0 � BOUNDARIES & TO �
1NCi_UE{E TRACT O I II`1r"1-_UDE TRACT 0 INCLUDE TRA` T O
CEI�TED
JUN 3 0 2008
P.E.
DAiI

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' ��+ �` , �\ I � (TYPICAL) CURB N
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11 35' f 15 t / 16
. ; �'a,`�o� g' 16'
/' / TRACT C �° o
2 .
I. . w ` 9,
I
"I I (SEE SHEET SW-C) %� ,�\�, ,'% '`" 7' 7' 2'
FES3A- M
> > +
I L/ - �' ` 3 O N N
TRACT J /
w.:;
i �,/�,./z •.. ;' � �:.,;:NI.; , �FES G IRRIGATI ao ,-
�'��'/� „({'',' ti ` -CB3F PUMP z j i/�':F + I -," FT
�r, -.
°° �,1 �\.%•� $�� J ®,LS,-3 JB1E r' 4•:Fr.�
_ (`SEE SHEET SW ) i
SECTION / - ~
(_" - F B 1 _
i _,111
TEMP. CONSTRUCTION
\ _- 1 ,. ' ' ;� .' ' CB 1 C � W s" ABC w
OVERALL
TR A C T 6" MIN. = Z z
'� `0 4' ROLL CURB & N
�, U �. z "� 2 BEHIND r-
ENTRANCE ti6 CB1 A - F S1
E N TR A 1 O o UTTER p� )
T `" I .'1;,, titi ET SW-F ��. �`�. c CURB
, � ..PROJECT �' - Ce1
�, ,
NOT �J SCALE (SEE SHE ` (TYPICAL) REVISED PE
t
\ •,,,, O s sp• �"" ' R DWQ COMMENTS MLT
BOUNDARY o "..,,
ry° ou- R r _ ONE WAY RESIDENTIAL STREET C CAPE FEAR ENGINEERING, INCr
GENERAL NOTES_
:. JB6 F 1,47• . - 6 27 08
-------- ��,�,��," \ r ©'ry� ,.„; JBS---� rs�fs�;,�y �. � SECTION (SUPER -ELEVATED) ADDED LOTS ti THRU 13 MST
U �'ll 1p JB4 � 2F _ - B CAPE FEAR ENGINEERING, INC.
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND '� 5/30/08
,y CB1 B- Si�9 o (PORTION OF ROAD I) AND MR
�9 ,.2 s 1 LOT A2 ADDED BY FREEL
UTILITIES BEFORE BEGINNING CONSTRUCTION. O
NOT TO SCALE
U X 0 ,,, J83 �s.F S4 A A AND KAUFFMAN, INC 1 /23/07
e ,\ },
. O O REV.BY
', r
L REV.
2. TRACT A AREA - 25.80 AG s U
D / F DESCRIPTION
°s• i, �� !n`. ® /• `) ` b� f' `•' yti E FES% HAND WHEEL OR DATE
?�:ss,.,.,,,.,,r I i ,y \ / �, / '\ ,.. �h�` 60"to X 24" TRASH RACK WITH
TS x ? 0 / �..,�,•� "1f o �`\. / ,m 8" LOW LEVEL OUTLET
TO BE DISTURBED BY THE IMPROVEMEN 3 0. `�
I . ,
0 WETLANDS ARE S i �`� O 0 U
3. N , ti .''.' "''a+';'" I.. 1 \ ;; a� a } : ' r' �, Y yS � v R ANTI -VORTEX SUPPORTS
1 0 ``� O �. - D AND REVISIONS
S PLAN.
i
�' I ; I '.. , .. r,� r "'� DA 2 ►'y EXPANDED ALUMINUM TOP
SHOWN
..'. �'.
ON THIS q
y
Y
4. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT .,,' f. ,I'
. � . , : ! ,:., r,. -T_
-,
BOUNDARY UNLESS OTHERWISE SHOWN. '� \�' \ Q� - _
i If \ \%HlnraleF:Ir
\ SIP
11
t i /OVERALL i' Y k , �� / \ ,r Y EL. VARIE �,` �'��1'Gy`ul�j'. �i, '
i
OR AS I Q, ,, , r. r > j n ,ti �� r �,
0
INSTALLED PER PLAN AND/ 0 �
E „,q • h 'y
SILT FENCE
( °�UQI J'
5 TO B r -
, Q ��
.: �+ - .: -
INSPECTIONS.
o PROJECT
TO F IELD1. •_ �,
,. I _
SUBSEQUENT' ,„,,. ................... . .... : ,. � 5 I I, .
ENGINEER : a. .. , - BE.A.
EN� _ �
DIRECTED BYACT G I _ r
. k ...•,� ... w TR . o
�� , , d� Y - 0305, 4
y
U R
ON ALL LOTS TO DRAIN TO POND SYSTEM.
SURFAC1. \111ES - )
12"
IMPERVIOUS SU
6. IMPERv (SEE SHEET SW G y" �(�- B N =
,� .�,.
Q : y o� U y5 / NORMAL WATER SURFACE EL. 19.0 �s,,� `•n._H�=� \,, -s
7. ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS. s (�
O (CONTROLLED BY RECIRCULATION PUMP) �- tit -
SEDIMENTATION MAINTEN AN CE PLAN I 1s1 . I . . � I / t
��� (� „ O rf �; �0�b, �;, . b
'�6 C�s� n
y r
O
_ try 1gy / e� / f F °dry 1� Dry 9� 4� -
. -. .
SEDIMENT CONTROL PRACTICES WILL BE ' a SUPPORTS To SECURE
SE ti
1
1. ALL EROSION AND �ti uM ���
WING EVERY $�
D OPERATION FOLLO O
AN O 1`° 9� <j 20.o 36"0 ALUMIN STEM EXTENSION TO
CHECKED FOR STABILITYN ONCE cMP RISER sPAcwc
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN '� ,�� AS REQUIRED
hRISER.
1.
.
E
O1.1ti} o y / 36' 0
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO \ ,rye 1yo 0
ED
MAINTAIN ALL PRACTICES AS DESIGNED. ti ® s°
STAKES- - DROP INLET pry, ,�ti �b ® / �'n�
e ,o F 8" SLUICE GATE
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED - _ _ WITH CRATE ti
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED SEDIMENT FABRIC WITH - n ' `^ 24 ALUMINUM MP
WIRE BACKING 1�g , �� 6� EASEMENT -EXTENDS 10' FROM TOP
" M C
OFFSITE. RUNOFF WATER - 1 n 1�e \y O �y 6ry OF SLOPE ON BOTH SIDES INVERT EL. VARIES of
SEQUENCE OF CONSTRUCTION WITH SEDIMENT -
1 �\ ``� ,16 9a 0 • • •
te
". ................
..... - I .... I ... a
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING. _- ' �4
'1. ^� 6p VARIES - _ c )1 *1'I c A It() 1.1 NAS
pry. �y = o • u BOTTOM 1 1
I.
\ ® e r trAf RCENCY' aSE� NORMAL 6
DETERMINE AND MARK LIMITS OF DISTURBANCE. DROP INLET o TR ACT N 3:1 MIN. 3:1 MIN
D \ \ \ ����� tz� a
OUTLET i `t_ WATER F I I. NA z
L � I 1(�
2.
- - - O �//;���\��\ VARIES\���\���/�\� I . •
BURIED (SEE SHEET SW-N)
STALL GRAVEL CONSTRUCTION ENTRANCES. SEDIMENT FABRIC __�. - - . �\/\\�/\\�\ I ( / ��\\i !fl 20.0 ,�.o
�a
;:
O
0 ���
CAPE FEAR
3. IN
AND ROCK DAMS. /, �/, �/, � , RISER
SWALES A O o / _ C.. EACH WAY
4. CONSTRUCTION OF +� / CATIONS
- 6 �6 \/\\ \ \ \ \�\ #2 200 190
�6 REBAR AT 12" O
1UI...4K . INSTALL 24'm Engineering, inc.
5. TOPSOIL REMOVAL AND/OR STORAGE. ,
SEDIMENT FILT
ER FOR DROP INLET SWALE EMERGENCY OUTLET STRUCTURE 151PooleRoad,Suite100
ER28451
OSION CONTROL DEVICES EVERY 7 DAYS NOT TO SCALE NOT TO SCALE DETAIL TEL (e, NC83-10
6. INSPECT AND MAINTAIN ALL 20
°F TEL [phone]
EACH SIGNIFICANT RAINFALL EVENT (0.5 OR GREATER) 1'-0" 1'-0" N FAX (910) 383ear
-1045
AND AFTER _
1 -Q y_ �,-fl„ _ s°s NOT TO SCALE www.capefearengineering.com
TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO I� I ,I I I � __
7. PLACE ST©R M D R AI N SCHEDULE __
EFT IDLE FOR MORE THAN 15 DAYS. `�°� �TQ,•�T IRON -
BE L a . ORIFICE WIRE IRFACE
FRAME at Ci2ATE AT WATER SURFACE
l I Length Size Slope Invert Invert Rim EI Rim El Length Size Slope Invert Invert Rim EI Rim El TOP EL DRAWN : MR PROJECT
A. _ 1 - - f U ft Down ft U ft Line ft in Mat'!
-0
GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL a Down f U ft Down ft U ft _
8. PERMANENT _ g _ _.. _.-.
CL AS REQUIRED Line ft in Mat'I % Down _ 650 6
D RESEED : a A WATER SURFACE EL
E WATER AN , FES9E-JB D 60 ,8 CPP 1.92 19.OQ 20.15 20.50 30.75 OUT CB4B 51 24 GPP 0.49 20.00 20.25 23.00 24.87 DESIGN MR NUMBER
SEASON. FERTILIZE, _ , '
cfl GRADE AND IN S a a ® _
J89D-JB9C 220 18 CPP 0.25 20.15 20.70 30.i5 25.37 CB4B-CB3J 48 24 CPP 0.20 20.25 20.35 24.87 24.87 CHECK BTS SCALE : 1"--200
�' TO ESTABLISH A VIGOROUS STAND OF GRASS. as DATE 01 JAN 2r
A ___ ® L JB9C-CB9B 140 18 CPP 0.25 20.70 21.05 25.37 23.86 CB3J-CB3K 65 18 GPP G. 20.35 21.00 24.87 24.87
r�- - �' POND S C E -_ -.----------
I
CB9B-CB 22 _ 18 _ i CPP 0.23_�_ 21.05 21.10 23.86 23.86 CB4B-CB4C 88 18 GPP 0.20 20.25 20.93 24.87 24.37 36"x 36" PRE -CAST / WATER SURFACE EL AT OUTLET
f\, ___.,__ __. _ ._ APPROVED MR rt®6
CONCRETE RISER BOX / / 1x'
SITE IS STABILIZED, I _ - - - - _
THE I "" I'T 'RAGE �CF =;o, i 1 1 23.53 FF_S3H-GB3 ! . 40 18 CPP R.t10 18.0() 2i.10 ,9.50_ 24.89 _`j�``� �yY
Y- OF CONSTRUCTION AND - - �_ _,*
LET.ON t )
CO. MP Y, t � � URFACE NORMAL BOTTOM �L. SEU.I`!'ItN�f R.Sr_R E.L. � C
n
R CO _ 1 ND S I FESB E�--C881� 237 24 �.- CPP-•� 0�25
0, AFTER ! 2 0 0
F _ _.�.
� ..5
Y
P AND -0_•'- 23-53 C83(fl-C83JI 6? 18 CPP 0.50 _!.____2,,20 L�.J1 24.89 •_ L4.,8 I 6" GATE VALVE- -- -
Tw- c TRAPPING NG DEVICES .. „ �.,, ,.,.�.- . � �� _
rt !! D SEDIMENT FROM 2 -O
_,41� e___._.__ __-_ �___- �I In r , FEMG'Jg.L EL.
�. J!v! IJF FAQ S r. I_ EL _._____________-_. i CBFtH-CBBC 22 ,S GPP � 2(.�.F�O 2�.1,h:? t �a.�3 � - -_ .._. ____.-__ __ - - , � -
LL AC.. , . �______.'______.­.___-____ I AREA I SU I�E A nREc.I- -
C
4 -------."- ._.-.�___.___._-._ ____._______._.___._._. � �� �, ,o � . F� ( _f -- 1.,� 2-r �u 24., 4 SEE GATE VALVET c , TES�t� - ^ 20 20.10 20.50 L J. 3J { 24.75 �_._�_��T IIv1MEDlJ2 3, _ 4 Ear u.., . g ^ , „ � .� GRASS THEE AR
to �_ .. .. .,.0 2 _._______._. _ _____-__----.__---__-_----------- _.___ __ ___._._ � __ _ _ ___.__ _� - DETAIL �„y .
t rE. /"" I 15.0 16•S _ .___.� ______- _ ^r'`' CB3J-CB3K 50 i8 �CF"Y p u.�u 2..51 ,____L
c SS I H S �_ ®, - - «ma < 4 83 21.0
ERG 22,E
v r A , _ _ v-r �_ t
- � ___-_�._____...____-�. .._. I CBBH (.BBt Z05-_--___-_--___^ ---_- � c3,`i"- Win" t r`�p �-1�. �-21.5'. �3 r�0 ! 24.78 )4 50 ) �{ � Fes"
SPR�r�IJ I F '!-,1 I I� - - __ -- - --
. � _a., a *•.m. K<�' �- � A i 1E L. A B _ �__,_._._._.. , p . � � 17�-,645 I ,. � � -�_- - �_ " Cr, � ^©.ry � �' u0 21.' G I 4.75 24.7.. CB3J- FEJ L � >r { t 8 z.., � e Y� E � S.1_L � `si`SO I
(� ! O N _____- ____ _ - - g -{ DEVICES, CES. �.. E � T �.^.__. 20.0 •o-.o _-
D ,.�.5 �88c-CBBF � 2L { 'a � __.i__ �'. _.._�_________.__ L�____.__�------- -1-_ �--- I ". EL.
R - €�I IN _ 75 983 __ _. _ __ r
_, TEMPORARY ,R Y i IAA E I�. 2
C r. Afe__ 3- -- - � 7, �- _ : �-_G - { CPP �.2.^ ! 20,5i1 ! 20..J-! 2a -�� � 03 .�..
�- I REMOVE .- __ ____ �w_-_ INV. EL.
AND D -- -_._. - - n r'8E �P3� 35 24 ^�+ i;l r s U.c`�v' l.%', f 20.r)U 9.Ou s -, 23.7 i �/t-�,��-" . ��. °:4 .: ,
,,, 17.0 L�.J J:._,G'�6 �u -__ �_ __.-.�- -_-� _
I 140,573 21.5 15.5 I _ __ '
u - _ - - _ I f 'r � A- ,t�.5r1� 44 _ . _' l�.e__- _ - - - -I-- 2CL� __ 1- 23.78 23.7 ...� /� F,m o I \ �::`�`. e II 1
_: 8 _ _
___
-- - „
R4.
3s
F n
. .�,_. - �. J0 24.22 ' p ;,�3B-Ca3C i �t L4 { _ rf-'P r---u.Lu { 20_00_ ._._.__ C ,.o
�3.0 17.Li p
r f li Zo J - .l ` I i.�7F3 { �7_v0 2u,au 2�. _ _r ;0 7 ry t 23 � � '3.0fj A �>r /,f :*.: rr's'
I- n I �. i '�•I OIL" � � ��T�� 4 __ __� - _ � _.�_____ _ _
I ,t I �A i _ - _ i8K 32.: _ r I t.rr_.-___.._ �'� 4 J 0 10 t 0 5 �v _ .7 . �. off' j, �.
I I � I � D AP P L _ _ ._ .___ _ _
.. r 4. w� l ! „w�® " `c'.�'.'a _ _ _ 'f K •...^"..�.._ ..._"'S, '74. 4J.71j"t=.,JVL _ r) C '�3G `-GJlJ _.� _....- f.__L�_ (�PF .�_._-..;d I �.�'`�"ep °' `fy O L g n F maf.n C'�.n g Fi. r i\'II`� IyA ��it�i i- z' 14.0 g L,.g 1.0 21.E=4 L4.22 2J.L� Cu _ 4- r�., urn 3 +� �-
. .�. , 22,J0, 20.0 , ___I _ s____ _ 1 17i I ,8 v.15 �C
t n L88k CBz --� a. a a -_
Q
__ '� . .1 _ _ T. A s- I I
,r I � k
!1 N z . fly - -_ -- __�.. _ _____ ___ - -_� --_ ; 7 �-, -}----;T;�`--;� �,� ? 3 _�� � . a "'"' �' � '0 �' SCALE 4. ;.�+, � � t!�.. a}y� h ..!°
Z, 2Ci- , 0.25 �0-v0 i Cu 2,�.36 T
..- _ �-_. , ...._ PER � . , NOTE � at � � G U � T R _ _ _ � -0 .
C Via" QUALITY t �► r 14.5 ! L0.0 _ _ k L-_ ~ CPP Q.6� ?_L. -
r I. _! A� Iw��.�,r 8 1,745,,87 ,9.0
! �t ______�_._._a
1J.J _ s i a l�.)
tI I_
3 I r -! 22. J
__�________-._.______.J._._�___�_.__-._. t rFr 6.25 "I� •-�� t 2 _ ...,n_..__.__ . -�_
_ .0 __ FES;3G-Ci�.3r 5h. ,� I _ "D
-- _ N,� (� A . 5 __ _ ° f .C)!,J GG.117 i LJ-.'r0} - 2.ri..`".tni S*tt - e cr' f E = 1 '�• :-;.,+.. ,
.,_, - ;WE1T '.0 w.r ....c_ U-__-.___ _...� �._,-_., .,_... - � __-- .. .@� ... r',S S. W
I corns from >�hec�t or ooxs, { ___ - _ .__.� _,_.�
i Shau(d 9 v - _ 22
1 r,,,.. 10L.315� i 21.0 - , I cry, ut3cf ar�pe• n, h ' hone! o- ma -chine; r cl�sf 4POND
t --� c 7 i - - 'l "- , t". i 21.00 26.3 i Cb 3F CBSE �_ 36 � __.t 8 i ��P 0.28 r _.-____.___ � -�+0 4 w�` � T.2Y : � _ ,. - •` ` a {i�yyy
7 s , e _' { STD, CAS I I!d.l. a -- --- - ~ _ _
896 825 22.0 16.0 17. -1.0 778 r - 6 ?4 CPP 4.80 19.�0 21 I 1 ... �s ga..
_a ,o ,Of11+12+,3 _
�t Y 1 void weeds. _ i _ �_-r__� -- r -{-�` c_ 3 J- J 26.3Y 26.. - - _ - _ _ - C
nweathereci, a t Cs r+ l I - �,-���... ,.sue r� ��„� ..� _,�. .�.w..
cTf2" u ha _ac�c�3 down. 1 2'11�E - __ ..._ _,____ ._ ; __._--_ r_ .L O 2C= ,5o [ 1 e Pr 0.`�v _,,-00 __�_.�_ __ _ __.-__._____. -__ i_ ______e.__ p �_-;.. __t n s a0.s 5 ?Ct.CJO 42u' " '\, .. �e.. �„ ..w �.
(� { _----�__-_ -_-_ _ _ 14 9{,21,9 20.0 _ 4.0 p3.s { 2 __ t BLt_-(.F323C p 2�- 8 ___ _ ,� ry� 1 t � r--'r�1E i 3" ?�i I C, P `�.76 �L: �
-,-- ___ __________ ------r- CPP 0-25 j �y.0 , ��.26 _i 2 3 _.__�.__. 26. 0 FES1: _ _ -
I z __ -- _ VAR;1=S k,5 6.?68 G��t38-GiiiG 83 14 _L __. _ _..._ _ _ -� _ p __ 1i i 58 1 C.PP `5� 8.3 21.6 r 2%'.Ju ram` 10_ 15._Jer r ��, . <. s �, a� _ �
" '---- �.� TOTAL _ ,, LJ.260 _ VARIES _ _ - ��i __�---___--_ -___- _ _- _,
_ I 35% 36 _ __ _ - _- __ _ - - _
�' t t � �------_ --___ _._ r `�'� c rt, r ! , ' , 1Lt 1 EE ., P .) �
t•, �-_-- ._.__.____. f ' c -� :1 t3 no CB i i_ �:n1 C 36 , ri CPP 0.28 2� � � 22.10 25.05 I _ 25.06 � �"`
T� A ,�I, G-_-_..._,._._.- _. Y'^- _ -F ZL.'fi.,�%✓... J :'-.�______....-..___.-"=-f'f` •` g a,
__ -" - +' T _ :� F -i- - �4 CPP ' 6,,.:L 4 8.�0 ^° c", �1.95 2�.3 , -25.7 _ -- SCORING 8" INTLi�aAva,
_ R S E � C I �. _ __ - - - - , , ; e , 000 SILL . , re CAS _ a L _ _ _F ,� LIZA31 �. _ 1 F �7B (,E�lHr _6 T-._ MI r 0 O PSI CONCRETE �icO� a�LF,,
EIV1 _ E _ - -
.n.- n r, , . 4 27.,�,C 26.86 i L6.8U � JE s � ,.� I B 1 �0 � 8 CPP v0.2(3 _-� : 3 O c
_�_ __ _ _ __._..____j.___._ ._ 1 4.9 ,
„j " �.• " ,
_..-____..__.""-- „....__i ! __�,;"_�`_"^" ..�;� I .a �4? xi an •,m�s, •"'," "1" P E_ F !' V.3. ! L 2L �. _� -- .. q 7 i, e` �_._.. 17.. 2 'A' F
p,. ez� TIME OF f .k i �Lr_v° £ E - _, _._ _ sNCl emTE �� T m . '7 i- CB / a G , u - , _ __ - :r . ""r 3 t PP 1�. , 0 21.95 22. 2 , c r _I . _ t 3!`8 , 3/,8;.
- tNtTiAL _• - C , CS,B-_.1C1 68 L _ , � { _._.._._L _-___-_.- BROOM FINISH, SLOPE 1 j4' g4, C3w 1 � r f2" � :P. JOINT 24
11.i I � , 1 r 0 .zr' , SEEDIN�� - - ___-- : _
„) _ N A
y r-
a P _ r4 -�j � T` L N - �.___-.___ _ -- _ _ - - --_'_, =--�1 I-._-- ____.__---r--. - - �_._._ �_�. ! IN DIRECTION OF DRAINAGE � % iP�;ERvAI._S TYP A'� " .�
„ _.�r�, A,, _,._l.- -i- � 0-t0 10 I _.______,.._. __,�. . „ --•---�-------------r �' G_- I 0 20. "!� 26.C}2 t � . � .. .. � t�.
11x r 2a Lk3�. 1 - -- _�. _M _ ` t .. "r,-iliti r9}'Il�t'. --�.-...m..I� .w.., . ,..__� _____ __ c7 r _^ _
-�{ � � _-1_ ,,a. GPP �'~5,60 18.>,0 _r,8
-� �13�. i�c�v. NA NA ,_._.._._.l 8 GATE VALVE �___1 1vORiAL L - - _ i` A RADII
I I [-Fc�, a �B7D JC_-_,
``�� , A - cc 2fi.0?_ FF�51 CB, 22 42 RCP { 0.�� 9 � 18•:.�2 18.36 2.1.82 t7.61 ! t A� LL
r9!� r..., .. _ . . _- � ._ ,_. .. - - --__ . '•, c -...- - '------ .. ' h _.�..J,......_._..F .^ ' 243 _ .., � �._.,_.-_._.,_.�__
�_. re . BS, 1 G 10 1 Li _.
z. _ I _.._L_.. - __ ► I
t � 24 �,PP rJ.2.2 21.80 22-1•-85-- �,
WA R i i i_ _ _ - ----y 18. 6 8:57 27.61 L7.36 _ p ti . r
' U AU TE _z-_--�-___-_ ,� �� u 19 3 ,� .�..r y PI -AN
-2 r�,... Jtl€vE Ir�K # - C870-C87C -__ `•-_ 4 FiQPE 0. -_._-� �- - �, �. N
, , �. ! s .t _ss�. -_____ - _. r � 1 ._._.___-�- -- __ c.r7, CnL + 1, 2 .-.._.�_..______..__ � - €I41 I"Et'�5,...M a s �
1 6� f _._..._.__,_. _ - .
i..l> [ r C' T 1
�: k r _- Stlf 1 AGE. I -- - I - - ---i I `�}. 1 cS.57 18.60 27.36 MANAGEMENT
�_ _ °. _-I RISER TOP tiSER ORIFICE 11NVE.RT { -JBEPJ {20 24 GPP 0.00�L1.5C} i 21.5Q 23�50 26.50- GB2®i=EJ7 18
10 w i QS6� --_T .50 CE'2-JB3 :326 36 HDPE O.iO 18.57 18.90 27.36 25.45 � �
` "f_ --- rTRUCTURE ELEV'ATiQi`i ELEVATIJN I ELI VATi0 4P1 S=?E-_�_ - __w _ I i ;`c : �: j , L-� - CPP 0. 7Cs 21.50 21.50 2€ bl 23 � 1 � ��* ��\ ��' � /=
.. Cs ¢ A N " I S E I N ( _ _ - - --_- - - - - 1 24 Cr P �__ - _ _ _- i _��= �--�
a F-I i C !m ,OI". - - I 1_. S JBni 1 Jt� iB-JB { 150 36 hDP 0.�0 18.9s 26.50 I 27.,3 �� t
_ R c _TI.�_� - 11 ri 9.0 2:r.45 _2fa.5_0 m �°\`'°\\' b - ti .�z .m�
-- _-� _ ..�.__,_ I _ iI,PE C.tO 19.05 { 9�1-_-��.�._.,",�, ..., ._
_ ______ -_a_"__ _ a r R-� is I i i �, - --- --a- . t- B4 E35 44 , _q
TI�,E ®Ir I I -- _, > 4" t 08% s '" �_ 19. �(, 25. i 2 , z f %
Ar$OUNT_._. _.r- MAIN I I .ACE°^. F rt 1_ 2fl. i 5 - 62 i_, 2.. IiOa E 0 _ P 9.Ov i .t1� 20.99 - " n - 4 27. Y 27.80 NOT
_ _ , r., .,T 3D { 23.0 2 0 c S 33 18 CP r i _�- I'� .. l E SCALE ���, n .
I I ! _ �.- --- ,� .._._.._._._..._ _ _. t. 6A-Ct06B 2- d 36 i iDPE , fJ.1 19,if? 19.2 �O x.y � a.�,_ ,.. ..
I n SEEDING INITIe��. ___._ __. -i -- - _ _
q }y .. _ _ - e _ -� _.._-_..__-.__ -a I _-� r �% 21.1 4- 2�-1L 2512- ,IBJ_.._Ba~__ I_,_ -� - GO€P.ACTE[� St38CftA[?+ .,
I A S E �'P io.. -1 -4.'I 5 �. ,ry -- " .. _ _ __ ._ _ _ , _{
9 _t _ - .__ - - - C ? t APEciL. ! EAGIi 4-$ 181s?C s AUG.AU%SE� tv J _ L JIt
w. _ _ _ _. .. - 0-1U I�fAi a o -_
_ 0 1 25 LBS. 10J , 1 ^LBS. 1G-10-,t? ,... .>= : 0 - ___ - - -^ � „ -__ -� __ _ __ PR(7Jtc �E?FR H r r ..
s- RU UNE . _ P.. 1L ,C" q GB6t'�-G86G 22 18 Pi fl. �0 (.9� �-
APR. TH 1 s LBs I (. r q �.95 22.4s T 22.00 �_
p r. fi a 1 2 LESS, 12 L.B e. ,t?- O -1 ..r --
_ �..� .« e .< ct r I 119.00 , 40 LF 24 NC�C :_ Q O.Lu,u
OFr(t3:v _ _ _ __.®.- - A �7_. _,0 20. r0 - 10A-t;B1 QB 45 24 { E IDP Z. t 0 19.91 _19 n •�� .
IEki't31',, __ __ -` , , _ t1 I �_1.50 �1.50 ES Yu.'� e� ' �;
_ a __-,�.__ �1 �- ._ - .00 22.�0L.oO 9 T;�i" �"�. ; I I ____________4____ -� a _ 24 CPP 1 0.00 10.50 9.5
-c _ _ _ _ _ ___ --I F 6D-FE56E 1 .0 _.�__ ���T� __ _ _� NL2rE (3 -- - 5 _0 -� , .," er ,:..a � :� t
_� -. B. - I AI CI. ,�,r,Y & DEC. V CONCRETE--_° � _ -� -- S � „
.._ ;� , E ` I `- €Ct�� OFs�GB, OC 20 �_?� w�-,...-.� _�--___-r__,�- - '20.43� 2�'-u0 22.s33 j , I' ��A � � .I�� w � � ��r � �-� A
�.. 25 LI35. 1U 1{i I 12 LBS. 10-10--10 _ __ -
- - _ _ ,_ fi -" _ { 18 ! , IDP� 0,50 r0.t�0 - ��� _.
e �T. TltFttl C7CT. _. 1 �2 r0 I 1..9. N. p G 1. 0 t F «.d...�
5 _ FEB.- 1rJ 1(1 I N � {{ i� 5 Iwo 4" IIL'F'E t� 0,0%
7 .� .T ,2 L BLO LS 6M 23.50 r _1.50 ; ,_.._.0 =~. � �r__-..._ _,---I'--��OC �_"_22.vi J.�..-.____-___._.l.__�._._,__..-.__.____--_____.I-.�_..____1_-_-•----.� _._.-_-__�-_�..-.�_.___._..__--� --------,,�,�„,�. �,��,, _... .,.,e
F SdrJI , TALL I I I �F,i ti 0C I. _ - ° _--____ _. -__. ___ �� _�-.-.---_._-__ -_ � ___
I _ � 19�25 � 2�. LO „B � v., CB1 t,D 86 n. �Y@
{ KES£ LUCKY 3'.) _ i_ E .�, . �. i f I i _._.lr_ _ _ _-__ _- - - _v - _. n.., _n�.
: L___ °. ¢.y�.. �. Y { _ FESSB CBSA 60� 15 GPh ,8
'..>_..._..-._-._..__.-.....®._-.._._.._._"-.___.' { t _ '{� -� i L N.� eecavx,3" swim S� a'w a L a _'-___.�_.-.-____.. __.___-_�-'___.__�..._......_ _____.-.-. ._.__ ",... - - _.,.. --�..........,m. - - ...-:.,..,...... m,.®m,,...,.......,,,®,n,-...,.,,,,..,,m,a.,n,.....,.n-®.a........._.._,,,_mn-......,•_,.:,n°°".,
4 1 ¢Fe? �,/a�ti1 Y,
,.z 1 I 2;"t L.S. 1�-1C1--,t7 a _ ,....�...,o,m,_----...,,,.��..--..�,r�__,�__,_,��,,.nn,�..,
Scl1ICF MARCH T(iRU APR. - .,-•
< _ �� '' I 1[ 2 LBS - _ _ ( -M ._� .. ��,,.,,.,�W..�.,�..,�_�... �.�.�._ n._.,�..,,, a.n...,�. ...� ..,..� _. _.., �. �. � rma. n a�
i t_s P;___ .r:A (_ I_. ._ i _ _____. __-.._. _ _ f _ _ _ _ --_.._._ _ . __. �_ - _.._,._._ �. - _
�,o
t
Q_
l
i - - -
s s s s 4 s 4 0 s s 0 s 4 s 4 s s s

POND
SYSTEM #9
POND -�
SYSTEM #10
50' ROW
\ EXISTING '
VEGETATED I/
SWALE
l' .�
. 3
25' 25'
13, 12' 12' 9' 4'
2' 10' 10' 2'
17 F-T /4': FT. 1 4"'
n
1-1/2" 1-2
6" ABC 6" MIN. z z
24" ROLL CURB & BEHIND
GUTTER (TYPICAL) CURB En
RESIDENTIAL STREET
SECTION (CROWN)
(ROADS F,G,J,M PORTION OF ROADS I,L)
NOT TO SCALE
50' ROW
25' 25'
13' 12' 0. 12' 13'
2' 10' 10' 2'
FT.
1-1/2" 1-21 j
•y r .
6" ABC
z z
26" MIN. "4" ROLL CURB & BEHIND N O
GUTTER (TYPICAL) CURB N
RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
(ROADS N,K)
NOT TO SCALE
50' ROW
25' 25'
16' g' 9' '
16
2' 7' 7' 2'
FT. _
? 1y 4 ' F-'
1-1/2- 1-2 '
6" ABC
6" MIN. ,< Z z
24' ROLL CURB do BEHIND C-4 a
GUTTER (TYPICAL) CURB
ONE-WAY RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
(PORTION OF ROADS I, L)
NOT TO SCALE
f'
i I
i
� - t
1
� 19'-6" X 12'-1-
STRUCTURAL PLATE
l ARCH CULVERT
` (BY OTHERS)
II `
I
J
II Il
I
I�
a
- aA a Q'..a - co
4' a dA.
21-0" 2'-O°,
REVERSE SECTION STANDARD SECTION
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 92.97 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO =:..`rvD SYSTEM.
6. WETLANDS SHOWN PER PLAN.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL- PRACTICES Wi_L BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
MULCHING MATERIALS AND APPLICATION RATES
``
I-23.04
N.
POND SYSTEM #8
�` 1.
0�1_
ECIRCULATIGI`',
r% PUiAP
SCORING 0 8' IN IERVAI_`-;,
3,000 PSI CONCRETE SIDEWALK, 3/$" x 3/8"
BROOM FINISH, SLOPE 1/4" /FOOT 1/2" EXP. JOINT 0 24'
IN DIRECTION OF DRAINAGE INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
COMPACTED SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFAI I EVENT (n_5" OR GREATER)
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dry, unch ped,
umweathe end, avoid weeds
Should come from wheat or oat
spread by hand or machine; mus
be tacked down.
TEMPORARY SEEDING
GRASS TYPE
1000U ST.
SE ING
INITIAL
FERMILIZATION/1000 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
t-2 LBS
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
FERTILIZATION/1000 SF.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-IG-10
FESCUE. TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB_ THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
STAKES
SEDIMENT FABRIC WITH
WIRE BACKING
RUNOFF WATER
WITH SEDIMENT
DROP INLET
BURIED
SEDIMENT FABRIC
ti.
' \ 1
1 I •�
I 1 INCH = 100 ,
1 �
t �
ti
1
\ - - - - - - - - -
RISG�R STRUCTURE SCHEDULE
J
WATER
WATER
SURFACE 0
SURFACE
RISER
TOP RISER
ORIFICE
ELEVATION ®
INVERT
STRUCTURE
ELEVATION
ELEVATION
OUTLET
ELEVATION
PIPE SIZE
j
#1
! 23.00
22-00
21.00
18.00
400 LF 24" CPP
#2
22.00
21.00
19.00
16.70
130 LF 24' CPP
STD. CAST IRON FRAME & GRATE ORIFICE PIPE INVERT
TOP EL. AT WATER SURFACE
WATER SURFACE EL.
" \
STD. CAST 10r%ld
FRAME &
�6"x 36"
PRE -CAST
CONCRETE
RISER BO>
6" GATE
GROUT -
CONC-_.
BLOCKING
GATE VALVE DETAIL-
36 x 36 PRE -CAST / WA IER SURFACE EL.
CONCRETE RISER BOX /
6" GATE VALVE
(SEE GATE VALVE
DETAIL)
PIPE SIZE
INV. EL. INV. EL..
N
STONE BASE --� SECTION
POND RISER
NOT TO SCALE
^ROP INLET
ITH GRATE
SEDIMENT FILTER FOR CROP INLET
NOT TO SCALE
J' 1�
d�� �
aR
Apoc •)
p IkA.4
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.03B
0
ii
z 6" 2'-2" 6"
ea
I
N
C° SECTION X
BACK OF CURB--\
PLAN
`nt SECTION Y
CURB INLET
NOT TO SCALE
CUL-DE-SAC DETAIL
NOT TO SCALE
MPR�'D
1
V%=Q;M=
Mn
G0'0 X 24" TRASH RACK M Rl
ANTI-VORTDC SUPPORTS AND HAND WHEEL FOR
EXPANDED ALUMINUM TOP 8' LOW LEVEL OUTLET
1 211 •._�.....�_
- I ELEV-20. i
NORMAL WATLK UUIJ�ACE ELEV= 15.0 �1
(CONTROLLED BY FJ_CIRCULATION PUMP)
300 ALUMINUM 5UPPORT5 TO 5ECUR1=
CMP R15ER STEM EXTEN51ON TO
300 R15ER. SPACING
A5 REQUIRED
5" SLUICE GATE
24" AWMINUM
CMP
ELEV =15.0
ELEV.=14.0
c
12' thick BOTTOM ELEV.=13.0
concrete
anchor
#G rebar at 1 2' o.c. each way
rn5talled they 24°0 riser
3 Iocation5
EMERGENCY OUTLET STRUCTURE DETAIL
NOT TO SCALE
NOT TO SCA-E
END
-y PROJECT BOUNDARY
DRAINAGE BASIN
" " " " " " " ' . " . , ` SYSTEM BOUNDARY
DA-2 DRAINAGE BASIN LAI3ELS
WETLANDS
PROPOSED LAKES
,-- EXISTING LAKE
I
CI WITH SILT
FENCE PRnTFrTlOr'I
Notes
IMPERVIOUS
SIDEWALKS 0.56 ac
163 LOTS = 18.71 cc
EXISTING IMPERVIOUS = 0.00 ac
TOTAL = 24.88
TOTAL PROJECT AREA =- 92.97 ac
IMPERVIOUS AREA `100) _
TOTAL AREA
24.88 ac (100) = 26.76%
92.97 ac
C 11' l r 1 t, c 'Alt. 1 r.r-r rns
:. CAPE FEAR
Engineering, Inc.
r
i:,1 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX (.410) 383-1046
www.cape feareng.corr
DRAWN :
J.
Petroff
PROJECT
NUML ER : 650-06
DESIGN : J. Petroff
CHECK:
D.
Fennell
SCALE: 1"=100'
APPROVED
D.
Fennell
DATE 14 JAN 03
WATERFORD
STORMWATER DESIGN
TRACT
PROJECT NUMBER SHEET NUMBER
650-06 SW-S
3
m
1
3
LO
cni
0
1
Q
r�
LC
CM
a
LC
0
1
0
en
to
i
0
cn
AIN

NNW-3
1
\
OV
50' 0 50' 100'
\ 1 INCH = 50'
t�
4' S I D EWALK
�v
�� 20
CI#35
50' RO
0, 91 AN
'--ul 90 Ir`
, 1
89
l f i
l - 1
1 50 I C
1 = I '
_= 89 I
TRACT BOUNDARY
' t i ,
lr = 87 I
1 _ �_
I
z0 =
N = I CI#2C
� = t
$6
NOTE: 36" CONNECTOR 1
PIPING THRU TRACT-C
TO CONNECT FUTURE = I
DEVELOPMENT TO 1
NON -DISCHARGE SYSTEM 1
�► -P r
N89'47'23" E
2784.33' PROJECT BOUNDARY
------- - - -�
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL RATE PER ACRE QUALITY NOTES
�r fr rn
STRAW 1-2 tans urrni,eatF>ered'; avoid weeds_ Uolu1.
TEMPORARY SE I G
GRASS TYPE
RYE GRAIN
BROwNt>7P u1LLEr
JB#34
C I # 33
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 24.70 AC. DISTURBED AREA = 24.70 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT.
PERMANENT SEEDING
ED N
-
1 pp
ING
INITIAL
MAIN' ANCE.
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA NA NA
NA
1_2 I,BS,
JUKE THRU AUG.
ZS CBS. 10-i0-10
NA NA
AMOUN
GRASS TYPE
I=
1000 S .
BERMUDA, ComMON
1-2 LBS.
FESCUE, TALL
5-7
(KENTUCKY 31)
SMCEA
LESPEDEZA (SLOPES)
1-2 LBS.
TIME OF
SEEDING
FIERTII 17XnDHZ=_o
INITIAL
MAINTENANCE
APR. MM JUNE
25 LB& 10-10-10
2 ILBS. 10 10
1--2 LBS. N.
12 LB& 0 10-10
SEPT. THRU OCT.
FEB_ THRU OCT.
25 LBS. 10-10-10
j LB& 10-10-•-10
/2 To 1ELB. N.
122 LM 10-10-10
(MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO t LB. N.
NA
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
STORM DRAIN SCHEIDULE
Size
Slopean
Invert
Invert
Rim El
R6
Line
��
(in)
Matt
X
Dour(Ft)
U Yt
Down (ft)
U (ft
FES#4-CI#2
139
36
CPP
2.91
16.00
20.05
20.00
25.57
CI#2-GI#3
A4
36
C�
020
20.05
20.14
25.87
26.II
CI#3-.E#4
200
30
CPP
020
20.64
21.04
26.11
27.00
JB#4-IMN-A
16
24
CPP
020
21.04 1
21.07
27.00
27.09
lMl1-A-CI#5
139
24
CPP
020
21.07
21.35
27.09
26.37
CI#5-JB#(o
99
24
CPP
020
2135
21.55
26.37
27.00
115
24
CPP
020
21.55
21.79
Z7.00
25.83
-134-0#7
CI#7-CM8
22
IS
CPP
020
2229
22-33
25.83
25.83
0#5-0#9
22
IS
CPP
0.25
23.50
23.56
26.37
2b37
JS#.4-C1#co
I�14
24
CPP
0.48
21.54
22.47
27.00
25.77
Cl#10-C1#11
22
18
CPP
020
22.97
23Af
25.77
25.i7
CI#3--CI#12 _i_24___j
IS
CPP
0.25
22.50
22.56
1 26.11
26.11
17Z
IS -
CPP
2.97 1
18.
1 23.10
1 20.00
1 26.004
CI#14-C1#15
22
CPP
2321
26.02
26.00FE5#13-C#1
Ff:S#16-CI#17
183
IS
CPP
2.46
18.00
22M
20.00
26.11
C1#17-CI#18
22
18
CPP
0.50
22.50
22.bi
26.13
26.11
FE5#19-CI#20
170
36
CPP
2.41
Ib_00
20.10
20.00
25.79
CI#20-CI#21
62
36
CPP
025
20.10
2026
25.79
25.%
CI#21-C!#22
22
36 -
CPP
0.25
20.26
20.32
25.96
25.96
CI#22--E#23
79
30
CPP
0.25
20.82
21.02
25A6
26.57
-�24
144
30
CPP
025
21.02
21-98
26.57
27 33
-8#24-JB#25
212
30
CPP
025
213M
21.91
27.33
26.43
JB#25-CI#26
67
24
CPP
025
21.91
22.08
26.43
25.92
CI#26-CI#27
22
24
CPP
0.25
22.08
22.14
25.92
25.92
CI#27--CI#28
55
24
CPP
025
22.14
2228
25A2
25.71
4-CIIY1q
2'
24
CPP
0.7,
121.33
n_ .01
27.33
25.29
_1
CI#29-c1#30
22
18
CPP
0.25
22 51
2257
25.29
2519
FE5431-0It32
45
24 -
CPP
8 t39
17.00
21.00
20.00
25.76
CI#32-CI933
20
24
CPP
020
21.00
21.04
25.76
25.76
C #33- 5#34
214
18
CPP
020
21.54
21.47
25.76
27.00
249
18
CPP
020
2L97
22.47
21.00
25.32
_1B#34-0#35
0#35-0#36
20
18 -
CPP
020
22.47
2251
2532
25.32 -
Llil� �;�li � �11a1111L
r � -
1� l
25'
12° 13, 13' 12'
2' 11' 11' 2'
1 `/ FT. -.--1 4 ;FT. 1 4-.
r-
1-1/2- 1-
6' ABC 6' MIN. z Z
24" ROLL CURB do BEHIND `�
GUTTER (TYPICAL) CURB
RESIDENTIAL STREET
SECTION (CROWN)
(ROAD 2 AND 3)
NOT TO SCALE
ROW
2' 10' 101 2'
1 / FT. f-1 /' .F'T. 1 4": Fr
1-1/2- 1-2
_ w
6 AEIC 6- MIN_ Z
_2.- Ro L Cl-IRS R BEHIND N ti
GUTTER (TYPICAL)) CURB
RESIDENTIAL CONNECTOR STREET
SECTION (CROWN)
(ROAD 1)
NOT TO SCALF
50' ROW
25'
-9' --
2'
1'/ F7_ Ir
GUTTER (TYPICAL)
ONE WAY RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
(EYEBROW 1 AND 2)
NOT TO SCALE
24"
16 4 "
1"
1" R1
1 " -
R1 Z
Rj` '
T
Rl;
N NOR
o j CURB &GUTTER 'A' IS FOR USE ON
RESIDENTIAL COLLECTOR STREETS
ERE CENTER MEDIAN CURD
IS REQUIRED GUTTER SHALL
SLOPE AWAY AS SHOWN
CURB 8� GUTTER 'A'
NOT TO SCALE
12" 12- 12` 12`
- - -
44
=:
24-�
REVERSE SECTION STANDARD SECTION
ROLL CURB Bc GUUl-TER
NOT TO SCALE
NOTE:
ROLL CURB & GUTTER 'B' IS FOR USE
ON RESIDENTIAL STREETS WHERE
_7
FUTURE DRIVEWAY CONNECTIONS WILL
BE REQUIRED
'-1:TAKE_S - --
SEDIMENT FABRIC WITH
WIRE BACKING
RUNOFF WA ILR
Will -I SEDIMENT
- ­­_­­ ---------
' BURIED
i
SEDIMENT FABRIC
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER),
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
FRAME, GRATE & HOOD
N.C.D.O.T_ STD.
#840.03B
e
z
$"
2'-2
N
SECTION X
BACK OF CURB-
0- X
3'-O" `14
-X
PLAN
SECTION Y
IKII C T
11,411-�
NOT TO SCALE
35' t 15° t
SECTION
TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALE
ISOMETRIC L �C
SILT FENCE DETAIL
NOT TO SCALF
--SCORING @ 8' INTERVALS,
3,000 PSI CONCRETE SIDEWALK, 3/8" x 3/8"
BROOM FINISH, SLOPE 1/4/FOOT
1 /2" EXP_ JOINT ®24'
IN DIRECTION OF DRAINAGE INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
XV
COMPACTED SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
DROP INLET
DROP INLET
WITH CRATE
p p R
1;O;,Tt'. CARGItrr,q Et^VIao,It,j HiAL
J,jjj,///�tJ►►►t /G/t WATER QUALITY
- - ()ate
�--o-I� , r p
Permit No. u vv 0
Storrraator
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
APPROVED
�CAROLUqA eWIRMNSiTAL
'GEMS
I)MS5ON Cf WATM CUALV
TOP ELEV: SEE STORM DRAIN SCHEDULE
3/8-INCH
CEMENT MORTAR
ALL MANHOLE SECTIONS TO
BE ACCORDANCE WITH ASTM C478.
BOX AND CASTING SHALL BE TO
NCDOT CONSTRUCTION STDS.
CAST IRON FRAME do COVER.
TOP TO
GRADE H2O
LOADING WED
BITUMINOUS JOINT SEALANT
GROUTED INSIDE AND OUT
W/ NON -SHRINKING GROUT
BRICK, BLOCK, CMU
OR PRECAST
20 LF SECTION
DIP CENTERED
WITH MH
LCRUSHED STONE OR GRAVEL BED
INTERFERENCE
STORM DRAIN MANHOLE
NOT TO SCALE
i, %5
c ENE°Ns ;t PROJECT
SI1 E
1499 ,o
1 551
14_38
17 566
-
V1CAN
NOT TO SCALE
or
LECErD
- PROJECT BC)UNDARY
- - - - - - TRACT BOUHDARY
DRAINAGE HA51N
)A I>k'AINA(;F BASIN
LABL:I
EXISTING LAKE
CI WITH SILT
FENCE F'IR.OTECTION
IMPERVIOUS CALCULATIONS:
STREETS
SIDEWALKS = 0.07 ac
96 LOTS ® 3,600 sf = 7.93 ac
EXISTING IMPERVIOUS = 0.00 cc
TOTAL = 10.70 ac
TOTAL PROJLCII API A :1-1
IMPERVIOUS AREA (100)
TOTAL AREA
10.70 ac _ (100)
24.70 nc
0H11CArR�(
Sf AL
0)4 OH
/� I/lttt11111� �
date orcl
CAPE FEAR
Engineering, Inc.
F
1'd IN)oko llrxlrl, .`;Tura 100
SoMllo, NC 28451
TEL [phone]"
FAX [phone]
www.capefeareng.com
WATERF=ORD
STORMWATEI� DESIGN
TRACT 'C`
PROJECT NUMBER SHEET NUMBER
650--06 sw-C
a

PARKING SPACES PROVIDED. STORM DRAIN SCHEDULE
REQUIRED PROVIDED HANDICAP Length size Slope Invert Invert Rim E Rim El
Line (in) Mat'l (20 Down (ft p (ft) Down (ft) U P (ft)
i
FES1
I
- -_ -
- � FIELD OFFICE 10 i fi i - � `
� � :f � 74
'� 76
26.57
--
POOL/CLUBHOUSE 23 49 2 - o REJECT
MAGNOLIA
1 - 11 4S 7 7 GREENS
/ SITE
TENNIS COURTS 24 24 1 1499 s
/ A
551
/ 1- CR2A_- --L
/ • _ 17
5' 9' �� 5' 9' Sss
4
AISLE AISLE -
30' 0 30' 60' / / -
e i =M.VICtN
1 INCH = 30'
23+00 24.�.pp /' � NOT TO SCALE.
/ - -
c S /
( CD
FES,3 '
•S. •"�� 28 CR3G-CR3H 130 18 CPP 0.25 21.54 21.86 26.51 27.72
NOTE:
0!1�s1!!t!!` }' tai;t!tili!I!IlfIII tlil!!I�,��jti!fii{itlte(";rt;t;lltlt:tt�i�r: �/O e��
VAN ACGESiBLF STANDARD
` �;,,.. O 9 HANDICAPPED HANDICAPPED PARKING STORMDRAIN STRUCTURE LE *N[>
t•;:,:• 6 1! y, / c PARKING PARKING SPACE LABELS ON THIS SHEET
l�
SPA F = _ -_ - --
R � REFER TO TRACT '[�' ONLY PROJECT BOUNDARY
T --- TRACT BOUNDARY
xwo PARKING SPACE DETAIL=-------
�`,�,�� = *13'I �' / y `' NOT TO SCALE {�-t => r ory E-. ua I I I I I I I I I t I I t I I I I I I I DRAINAGE BASIN
�F`'I �►��`� >k� �`�� �' 4' . Q 5' 12' 13' LANDSCAPED AREA
�,� �\ -� - X PLAN 1
% / °b �6. `LrO ti6� rL� �� _ / 42 - 2 - 2 T 7 2' r
ray / _ d _ FES2
3F �s eA�.� 4 �� GR,/; t,-
.9 .2 .-I '- Cl WITH SILT
__ FENCE PROTECTION
6" MIN. 35 t 5 r
l \ •/:/{/il tt!t!ttilllt!t! 101 It! HO IT = • (. �\ I TE
_J \ / f
� ti � �� r'-- 'L`'o.- N BEHIND N V 6' MIN. �• 1
_ 9 �� I CURB BEHIND
` h _y ° r - N Q CURB/i` �/ /i/zl
- ------ -- - -� _ E _ - l ON
TENNIS„r,. ELEVATION=29.0 tiry� ���8 /' 23R{ c, r 0 1 "' ro ( i
\ •' 130. --I EVATIOPd=29.0 _ COUR I k I rr/ 130_ �26>1 . CR2
-- -- A'
--` -`\
R -
G 3B ti� �R, -- - _ �� ,� \ t� TEMPORARY
��y - = ONE-WAY CIRCULAR DRIVE CONSTRUCTION
�� 1' / x
"a, '26 6T y - _ - - -- 1,. s ,�- WITH PARKING LOT AND ACCESS DRIVE ENTRANCE
l EXISTING LAKE
CR 9 `���5` $ 6.17Tc = - _ ^w.�� = f.1�-�1 Tc� SCALE NOT LE
a , i 16
SCORING 08' INTERVALS, 1
3/8' x 3/8" 1•
3,000 PSI CONCRETE SIDEWALK
BROOM FINISH, SLOPE 1/,•- /FOOT 1/2" EXP. JOINT 0 24' R1 - 1- Rj- -
2 IN DIRECTION OF DRAINAGI INTERVALS TYP. & R - IMPERVIOUS CALCULATIONS.
25.45Fl 3, :: 2?�, �• AT ALL RADII R1
INTEP.SECTIONc BUILDINGS 0.16 cc
PARKING = 1.32 cc
TENNIS = m m 0O POOLDECK _ 1.07 cc
/�
o l - - - - \t1 \\� CR2E�� \.�\��N /- = 0.34 a
+ < = I
_ = I
}03
o , ERE CENTER MEDIAN CURB WALKS 0.48 oc
0 0 6' S : / - ,----- I \•�w bL��`' O COMPACTED SUBGRADE IS REQUIRED GUTTER SHALL
o \ Z �' L.
\ ` Ill, ,7J , SLOPE AWAY AS SHOWN FU IAL J_J /
< ° _ �tti�t lei s't11� CONCRETE WA > > TOTAL PROJECT AREA = 6.49 cc
WALKWAY Y CURB 8c GUTTER A
FVATION =��-o _ ___./ - IMPERVIOUS AREA 100 = %
TENNIS - 1
NOT TO SCAI__I NOT To SCALE TOTAL AREA ( ) °
' COURTS (TYP) 13o.aJ��cf. 1 3.37 ac 100 = 51.93
?�sf. 22 5" 6.49 cc
( )
_�
:1
----- I ti c ------ - FOR
RR(ll ANDSCR3E
\� cs' -- \ FRAME AND GRA IF `0 -
CR3G C' = O� \� \\ I 104.59' 1~ = 2'x?' OR "�'x i
_ / = I UE DOUBLE FRAME
- I I
�n-1ATER__':ER\A
AND GRATE
o / - - CF= `1 aoj. _ 1
K .�` --� I (F 132.0) _ ' r �' o BRICK. BLOCK, CMU - - o-
+ - -_ `�' - - �S' �,• � OR PRECAST BOX a ao I I I
10
o l �Y` Q' 1----'r--- ,� • �r tt�` 'p 9je w I I OUTLET PIPE _ -'
--�`; _ \_ ` f'/ • / tso ` - ' �� _ 1 - , GRABASITE MAY
AND
AY VARY IN
f _ .. ` „ '• -' , .: _ l - .. - _ ' . - \ �. NONE
- - r - % ._ - _ / a0\ 'o F+ A 12" CRUSHED STONE NONESSENTIAL DIMENSIONS
_ _ E - _ ,' KNOCK- ANEI_S `
C,�.' 00' NzI\ �i��i\ OUT P
E ` LAN
1 - ,` ;j' , , .. T.� � � o�-�� °� .. i G,�.•,'.,,. /% •, ,. � � �a. �°1 SECTION IN ALL wALIs- �
o\-. ° DROP O P
INLET
O
_ - r ��; , �30• ,; 4 o NU F TO SCALE
Nj
"'C rj, � r1;1r(!tf � .�G 1; / n. •� :•.�''.,'� 't^7"'� i � t _ - i - - - � • '::-' '�/�..�` �� � �'
-1 �•' 0- � :.ti't•'ry'��r •"-• �, ' "ice ` _ _�- `'+. / •� Vk �'
- �,• x:' �,• ;.,:: ^�• WIRE F -
_ _ ENCE AND
� w
:i• i <
- /
F� -
- ti r s t - I
t �� J - � - � Q i BP
i
r
FILTER FABRIC
4
B •a
- •�i" ADD F FE'S PER N R 4 CD N
i
E COMMENT
s • 6 i 03
_ 8
POST(4 REQ D.) / /
JBP
ISSUE A _D FOR REVIEW
- f 2
'29.22TC 2/13/03
A-17
-4
7TC ,ti�``_�\�,F, ���AREV.DESCRIPTION`\\```' , - �, \ G� rP _� (� ,, GRAVEL FINISH GRADE �R # DATE
w' _ . - s�
l REVISIONS
SUBGRADE
� '- ,. - � - R, 2D' `9 � � � � f/� CATCH BASIN �\ \ ` �`��.��'\
28. n'-19.o5Tc 6' FORCEMAIN \ 6•' ,�� �pFESS/p �L9''%
/ ,_ P�2, y o'er �4 R � 12" WATERLINE r1 .�R 0'1 On -
,�_A�
29.19TC = p• d _ 25.7 x / MIN
8.69FL \ FAQ c� `-
f II y ISOMETRIC o
° 9 '�rye• c2,3 �, 2 ' N o� z�q. C'2'1°' s . 1� ��0.,°�• INLET SEDIMENTATION D I M E N TA TI N CONTROL SILT E R 0v � 6%1 10-3
o x O FENCE N C E D T
�a �� T I �) SCALE NOT TO SCALE
p�f�r�ROLJK
!�A r,I
49
cj l l C s
r...
�1171��j
_fit,
- tip' CR • _ ti '� '
-0 ION 00
11ETER (TO BE FURNISHED
'll ''/,/ �. -2: Q^,� • y _ / / i y� �� S \ / BY OWNER/DEVELOPER)I
>s / /,/t.• `I2 S nr» V\
MEIE
/ r �0 I _ 6 1 �� \ tt t 1 l + \ \ NFISD BOX PER -
�� �' ` / NBSD STANDARDS b
\\ ;1l�ltt d' oo / INIJAI l_ i,tii(r'iii2nii0N STOP - 7 RICaiT-AN(� STOP
,� ttrrlltrjit:.. r I ' ��j\lllltft\ ` \ ; �`Sf^ -
(1 /
r � 1''t'IrI(i1;if., 111iIFIIl;tlt �+:5{Itit;il:l!,ii'1111iiti!11,'•`:. 'tt, 1 `J_j'\ �� 1//�h�
- ' _ \ I �3+� 1 \ BRASS TEE TEE \ \ �t ate
a R Y I I WATER MAIN \\��� ; %� PLUG BRANCH
CR1 / CURB STOP "U THY c =�xc�Litv.�s
INVERT PLAN\/�\�
-- - _ +s> ` RIB ti
y M 12�0° D�5IONOF� t.it+i it l \�/� iERVICr InIFRnF I' 0 'o ��O^°°�°' o•
\ y '' .. S 200 POLYE I HI 11TiL �- �•
rMANHOLE RING & COVER
M / N(] I I) 12' x 3/4' 0 U?A'.', NII'Irlt
13+00 \ �J I ( ��-'\^ ��\ - - - HI F PAVI-MFN f \ 1•x3/4' REDUCER 4 (�ftAVEL
C 3- x 1. 0 BRASS NIPPLE `� `\�\���\ CAPE FEAR
p \ ¢ BASE COURSE SE �TI ON ���
= Sa=RRVICE CLAMP- WATER SERVICE �,.
Engineering, Inc.
O• 30" 151 Poole Road, Suite 100
LATERAL �"'�"C�1
ECCENTRIC TEL (910) 3t?3.1044
fMANHo CONE NOT TO SCALE FAX
www.cap ffe eareng.com
Z STEP
Q
RUBBER TREATED 4"x4-x6'
N GASKET LANDSCAPE TIMBER
(�-) C.I. Box 2' MINIMUM DRAWN : W.Cavenaugh PROJECT
MULCHING MATERIALS AND APPLICATION RATES GENERAL NOTES:
& COVER 0650-014
ur \ TREATED 4'°x4%6' 3 DESIGN : W_Cavenaugh NUMBER
�� PER ACRE QUALITY NOTES SEQUENCE OF CONSTRUCTION 4•-0- LANDSCAPE TIMBER 4' AIR GAP CHECK D. Fennel! SCAB 1 _30
.- ,
_ 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND 4' MINIMUM APPROVED D. Fennell DATE : 20 JAN 03
tix!< df rnm mhacr"; USE UTILITIES BEFORE BEGINNING CONSTRUCTION. 1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING. > MAx 45• LONG
I„I 1-2 tons a,'roid weeds, dauxl or 2. DETERMINE AND MARK LIMITS OF DISTURBANCE. SWEEP AS REQUIRED
2. PROJECT AREA = 6.49 AC. DISTURBED AREA = 6.49 AC. C.I. BOX TO REACH OPTIMUM GLUE CAP
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES. & COVER
DEPTH 45• ELSOw WATERFORD
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT 4. CONSTRUCTION OF SWALES AND ROCK DAMS. 45• ELBOW
GLUE CAP LATERAL
TEMPORARY SEED ty BOUNDARY UNLESS OTHERWISE SHOWN. 5. TOPSOIL REMOVAL AND/OR STORAGE. 45• MAX 45• LONG
GRASS TYPE 1000 S . E ING INITIAL MAIN ANCE 4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS 6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS 1 " SWEEP BENDS
AMENITY C�NTE R
1-2 tBs NOV. THRU JAN. 25 LBS. 10-10-10 NA NA NA DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS. AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER). '' LA�AL VARIBLE SLOPE ANGLE AS AS REQD.
1.5% MIN_ REQD.
RYE GRAIN 7_ PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO o x
��� >NILLEf 1-2 L85. DUNE it-IRU AUG. 25 LBS. 10-10-to NA NA NA 5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT. BE LEFT IDLE FOR MORE THAN 15 DAYS. , ` 1'-0' MIN. FAR SIDE SEWER s,
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL -:
(-) SERVICE TYPICAL MAIN TRACT D
DETAIL NEAR SIDE SEWER
PERMANENT SEED FER-nL17AWSZD00 SF_ GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED . � :..:}--••• � -•„ .- ..;_ ;
AMOUNT TIME OF
SEDIMENTATION MAINTENANCE PLAN TO ESTABLISH A VIGOROUS STAND OF GRASS. SERVICE TYPICAL 3
CRUSHED :+o+.x ;=,;'r ;; .� .:r.�.� I, 6- -CONTRACTOR SHALL VERIFY PRIOR To STORMWATER
GRASS TYPE i 000 S SEEDING INITIA MAIN NAN 9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
STONE 6. -� INSTALLATION THAT ELEVATION OF SERVICE DETAIL 8� EROSION a
et�luoA, COMMON 1_2 I FiS APR. THRU .LONE 25 Les. 10-to-lo 12 r�.es. t ��to iA2t. s M�� 1i t�.a.� SEPT.o-t-10 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
WILL PROVIDE ADEQUATE DEPTH TO SERVE LOT- SECTION CONTROL I
5-� tBs SEPT.THRU OCT. 25 LBS. 10-10-10 FEB, - LARCH MAY & DEQ SEPT. - OCT. CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY SECTION - USE WYE FITTINGS AT SERVICE ,
i2 Les t0-10-10 1/2 TO 1 LB. N. 12 LM 10-10-10 RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
FESCUE, TALL: AND REMOVE ALL TEMPORARY TRAPPING DEVICES. PRECAST CONCRETE SANITARY SEWER SERVICE UTILITIES AND SITE
(ICENTuacY 3tj EVERY WEEK- ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO o
�IMM (StOpES� 1-2 LBs: MARCH THRU APR. 25 LBS. to--lo-to FEB. - IaaRar 1/2 To t Le. N. NA MAINTAIN ALL PRACTICES AS DESIGNED. MANHOLE LATERAL PLAN AND DETAILS
2- TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED o
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED NOT TO SCALE NOT TO SCALE
OFFSITE_ PROJECT NUMBER SKEET NUMBER io
650-14 Sw-D

: 1 FUTURE
o i " ~-- : -', f ---_ -. �� DEVELOPMENT
- , - --:
1
SEE SHEET SW —A)
... _�� / \♦-, 4 y L`•_�� .tip t 1 �t' - _ ..._--_.'___• - r�` _ -' _ _,ram` ;` - '�__--\ _ �
- �- -- - + t CSC t
.1 _ 113.52 _
NS8_.Q3_ ---- .y- j' -y�`_; S87 49 48 E 7g•43�5 „��
46 -,=- - ,;�r 2 g E-7
`. - 122.42' �'• '' -: _ S8��49_77'N
' ; — —� '.01
- : rt , ',,w` ��y -`.b S87'T 1 '02"E 6 Z
0
CD O41-
l
`.0
It 14JI
Lj
ACT B
•�� � (SEES ET S—` '� ��_�. t � , '� .__` ---•t� z. `•�'` � 4� : �, :' 4114
4l WB a' CO
61
2411.1
Q3
90
(25)
26)
�� -, �-, • 1 \. �' ' � _ - - �+� '� �'' fn� .. � � . -' N I � ITT
r f
1 INCH = 60'
IhALI TO BE BULL) Ar` l) NI VELUPED BY
OTHERS. DEVELOPER RESPONSIBLE FOR
b8.96' 43 38,
0
At-- - -
FUTURE
DEVELOPMENT
(SEE SHEET SW —A)
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
Nv i =
l-2 tons
Sha,rrle from mactl or oats•
Dry! , . or ine; mush
Rold weeds. � down.
STRAW
TEMPORARY
SEEDING
GRASS TYPE
RYE GRAIN
BROVYN InP IE [
AMOUNT
1000 S
1-2 LBS.
1_2 LrS.
S E ING
NOV. THRU JAN.
JUNE THRU AUG.
INITIAL
25 LBS. 10-10-10
25 LBS. 10-10-10
PERMANENT
GRASS TYPE
BERMUDA, COMMON
SEEDING
AMOUNT
1000 S
1-2 LBS.
TIME OF
SEEDING
APR. THRU JUNE
25 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
25 LBS. 10-10-10
LERICEA A (SLOPES) 1-2 LBS. MARCH THRU APR.
r r �
\� sHL T SW--D
V
GENERAL NOTES:
1.
CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTIUTIES BEFORE BEGINNING CONSTRUCTION.
2.
PROJECT AREA = 29.28 AC. DISTURBED AREA = 29.28 AC.
3.
LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4.
SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
MAIN AN CE
NA NA
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
NA
NA NA NA
5.
IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6.
ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT.
7.
ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS.
FEFR
SEDIMENTATION MAINTENANCE PLAN
MAINTENANCE
MARCH - APM EACH 4-8 WMS AUG. - SEPT.
1-2 I.B& N. 12 LBS. 10-10-10
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL B
EVERY
12 LBS. 10-to-10
CHECKED FOR STABILITY AND OPERATION FOLLOWING
FEB. - MARCH MAY de DEC. SEPT. - C+CT_
12 LBS. 1G-10-10 1/2 TO 1 LB. N. 12 LBS. 10-10-10
DUANY NEEDED REPAIRS WILL BESMADE IMMEDIATELY TO
REVERY
WEEK.
FEB _ MARCI J/2 TO 1 LB. N_ NA
MAINTAIN ALL PRACTICES AS DESIGNED.
2.
TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
~� 1
� 1
/
1
/
/
/
/
/
/
/
/
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK UMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES_
4_ CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6_ INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0-5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS_
8. PERMANENT GRASS SHAD_ BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTIUZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
' F
-
o �i \
l I to
S_.
14S
MAGNOLIA " liP ROJ L.CT
GREENS S JE
—
1438 �
1a 566
j�
NOT TO SCALE
a- -®-- PROJECT BOUNDARY
- — — — — - TRACT BotJNDARY
DRAINAGE BASIN
DA—L DRAINAGE BASIN
LABELS
EXISTING LAKE
Cl WIT" SILT
FENCE PROTECTION
IMPERVIOUS CALCULATIONS:
OTHER = 15.00 ac
TOTAL = 15-00 ac
TOTAL PROJECT AREA = 29.28 ac
IMPERVIOUS AREA (100) -
TOI-AL AREA
15.00 ac _ (100) — 51.23 7-
29.28 ac
\`\���,►st 1 trarrrr�J,
Q�
SFAL
0? Ot;wi
-
� r/lllfFllli\
6118/O-3
CAPE FEAR
Engineering, Inc.
I
151 Poole Rtwi, 5ult0 1(k)
80MUo, Nc 28451
TEL (Jro) 383-1044
FAX [phone]
www.capefear"g.com
TRACT uff
PROJECT NUMBER SHEET NUMBER
650-06 sw-E
a-
rs1
Lu
+
3
+
0
+
0
Ln
to
an
3
Lo
0
i
0
Lo
Lo
0
un
Lo
.,

20'
TRACTI C
SEE------SH EET�-
CD
Z_
CD
CN
I � I
Z 0 54�
TRACT BOUNDARY------------____---�__-__.----------__--- =�---- --- N860,36'2099 vv
PROJECT BOUNDARY _ ----- - - Y----- _
34.59
- ------ __ _ _-- o S89 38 32 W
-- S89 55 55 W
24 - 1
1
� 1 -
n
Cj Lot �#1­
76,016C
z s.f.
10 745 D
ac
(64 613 SF BUA)
z '
i 0
0 (�.I
0
QD
Cy, 0
F'
0 20
1 INCH = 20'
0
►ei 1! AAA T RI AI C AN() APPI IC;ATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
u ' -� Void weeds.
Should From wy� ar oats•
tread m machine; mush
�e �.
TEMPORARY
SEEDING.
GRASS TYPE
1000 SF�
RYE GRAIN
1-2 LBS.
BROWNTOP MILLET
1-2 LBS_
PFRMANFNT
SEEDING
NOV. THRU JAN.
JUNE THRU AUG.
AMOU
TIME OF
GRASS TYPE
1000 SNT
SEEDING
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
LESPI CEA EDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
INITIAL
25 LBS. 10-10-10 NA
25 LBS. 10-10-10 NA
25 LBS. 10-10-10 MARCH RCH APRIL10
25 LBS. 10-10-10 FEEL — MARCH
25 LBS. 10-10-10 FEB. — MARCH
S.f
A 8' 53 �
N
-
GENERAL NOTES:
1.
CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2.
PROJECT AREA = 3.46 AC. DISTURBED AREA = 3.46 AC.
3.
LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOVIN.
4.
SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
1000 SF.
{NTE ANCE
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
NA
NA
5.
IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
NA
NA
6.
ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT.
7.
ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS.
I
SEDIMENTATION MAINTENANCE PLAN
MAINTENANCE
EACH 4-8 WEEKS
1-2 Las. N.
AUG. — SEPT.
12 LBS. 10-10-10
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
MAY k DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-1G-10
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
1/2 TO 1 LB. N.
NA
MAINTAIN ALL PRACTICES AS DESIGNED.
2.
TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
99
0
0-
0
0
r�
-, V
vo
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
PROW)
NORTH OARpL1NA E �
MANAGEMENT COMMISSION
DIVISION OF WATER QUAUV
� - 0� ab tiQ
NOT TO SCALE
LEND
— ---» PROJECT E:OIJNDARY
- —"— — - TRACT BOUNDARY
DRAINAGE BASIN
DA-2 DRAINAGE BASIN
LAP.FI_S
IF•~�= -T ; �/ _- , EXISTING LAKE
�1 Cl WITH SILT
FENCE PROTECTION
CNOTteS:
IMPERVIOUS CALCULATIONS:
OTHER = 2.77 ac
TOTAL = 2.77 ac
TO l AL NROJE(; I AREA - J.46 ac
IMPERVIOUS AREA (100) =
TOTAL AREA
2.77 ac (100) = 80
3.46 ac
CARO""%,,`,,
SEA =_
v24 0S -
' D
`' irrrrr Inl��i
O1/%3/04
CAPE
Engineering, Inc.
15 t Pooro Hoed, suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN
J.
Petroff
PROJECT
0650-006
NU
NUMBER
DESIGN : J. Petroff
CHECK
D.
Fennell
SCALE 1"=20'
APPROVED
D.
Fennell
DATE 03 JUN 03
WATERF®RD
STOIZMWATE12 DESIGN
TRACT 'F`
PROJECT NUMBER SHEIETT NUMBER
650-06 sw-F
a
3
cn
0
i
0
Lo
m
3
Lo
0
i
0
LO
LD
0
Lo
WE

\ ' _� �_� I /
Z.11 - I
1 L 4.0 5'
11
1087
N
0 60
1 INCH = 60
50' Row
6' ABC 6' MIN. z
24' ROLL CURB do BEHIND N
GUTTER (T(PICAL) CURB
RESIDENTIAL STREET
SECTION (CROWN)
(02-_
- 61
60
-- -
---- -
TR A
_ _BOU
T G
DARY
4 10_n" it-n" 1'-o"I 1'-0"
REVERSE SECT(ON STANDARD SECT(ON
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
GENERAL NOTES:
NOT TO SCALE
1.
CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
50' Row
UTILITIES BEFORE BEGINNING CONSTRUCTION.
25'
25'
2.
PROJECT AREA = 50.65 AC.
13' 12'
12'
13'
3.
LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
2'
10'
10'
2'
BOUNDARY UNLESS OTHERWISE SHOWN.
1./may
4.
SILT FENCE TO BE. INSTALLED PER PLAN AND/OR AS
A*.. FT.. ---
1
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
`
4:Fr
5.
IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6.
WETLANDS SHOWN PER PLAN.
6' ABC
24* ROLL CURB & BEHIND
NRR
SEDIMENTATION MAINTENANCE PLAN
GUTTER (TYPICAL) CURB
i.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RE S I D EN TI A L STREET
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
SECTION (SU
P ER
f� -ELEVATED)
2.
TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
NOT TO SCALE
OFFSITE.
f
s.. 5a Row
!
!wI II r%UTAI!r-" AA ATC701 AI C Amn APPI ICAT ON RATES
MATERIAL.
RATE PER ACRE
QUAU7r
NOTE5
STRAW
1-2 ions'
�{���,. avoid weeds.
or
a- 11 ;
221017
STAKES DROP INLET
WITH GRATE
SEDIMENT FABRIC WITH
WIRE BACKING
RI_INOFF WATER __4- t I=
WITH SEDIMENT X A
3�8R1 XG3%88' INTERVALS, .. _ -
0
3,000 PSI CONCRETE SIDEWALK, --
BROOM FINISH, SLOPE 1 /4" /FOOT 1 /2" EXP. JOINT ® 24' f
A -
IN DIRECTION OF DRAINAGE INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS DROP INLET
BURIED
\/\\/\/\\%\ SEDIMENT FABRIC
COMPACTED SUBGRAOE
CONCRETE SIDEWALK
NOT TO SCALE
c�nI 1�I�IC� OP rnNqTv N_ - inN
S �vEN E O _
TO BE HELD PRIOR TO BEGINNING.
1. PRECONSTRUCTION CONFERENCE
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
I tMrUMAM T
JCGLJIIVV
FER .
GRASS TYPE
1 NO
LNG
INITIAL
MAINTENANCE
NA
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA NA
NA NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS 10-10-10
NA
GUTTER (TYPICAL) CURB_�� "'i T SEEDING
ONE-WAY RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
NOT TO SCALE
PERMANENFERTILIZATIO
GRASS TYPE
000 ST.
SEEDING
APR. THRU JUNE
25 LBS. 10-10-10
MAINTENANCE
T.
M2 10-1R0-10 1-ZLBS. N. 2 LBS. APIL 4-8 WEEKS AUG. -1010-10
BERMUDA, COMMON
1-2 LBS.
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
�7.THRUUO OCT.
T.
25 LBS 10-10-10
ARCH
12 S I10-10-10
MAY & DEC.
/2 TO 1 LB. N.
SEPT. - OCT.
122 LBS. IG-10-10
FSERICEA
LESPEDEZA (SLOPES)
1-2 LEM
MARCH THRU APR.
25 LBS. 10-10-10
FEB. -MARCH
1/2 TO 1 LB. N.
NA
Rom,
50' R/W
24' B-B
CUL-DE-SAC DETAIL
NOT TO SCALE
SEDIMENT FILTER FOR DROP I N LET
NOT TO SCALE
p
STORM DRAIN SCHEDULE
LINE
FE5#1-CI#2
La
t(In)-r1AT'L
50
SIZE
18
DPE
INVERT I-WERT
DN ft UP
22.50 22.60
RIM
D01^1N ft
25.00
RIM
UP 00
25.%
042-043
22
18
RCP
72.60 22.70
25.96
0#2-0ti3A 1
112
18
RCP
22,70 22.80
25.%
FES�4-0*5 34 24 DPf' 22-0o 22o0 25.00 75.73
CI#5-CI#6F22 24 RCP 22.00 22.00 25.73 2573
CI#b-FE_5V34 24 FIDPE 22.00 22.00 2533CI#5-CI#853 18 RCP 22.00 1 22.60 I 25.73 25
cm-amo 48 18 RCP 22.60 22.70 25.59 25.40
cm-Cl#q 22 1 18 RCP 1 22.60 1 22.70 1 25.59 I 25.59
tall-CI#I °si L. l)I'L 21.60 �',. 25.00
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FE5#15-CI#I6
CI#16-0#17
CJ#17-JB#18
8-CI#f9
160
22
181
33
24
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18
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RCP
RCP
I RCP
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22.60
22.70
22.90
22.10
22.70
22.90
23.00
25.00
25.43
25.43
26.50
25.43
25.43
26.50
25.75
FE5#20-CI#21
Clue!-c!u[2
1 155
22
118
18
DPE
RCP
22.50
22.70
22.70
22.80
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1 25.53
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FES4r23-CI#24
CI#24-CI#25
CI#25-JB#27
7-GI#28
CI#28-CI#29
CI#25-GI#26
139 1 24
48 24
131 18
159 18
22 18
22 18
14DPE
RCP
RCP
HDPE
RCP
RCP
22.00
22.35
22.55
22.75
22.90 1
1 22.55 1
22.35
22.55
22.75
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22.65
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25.60
25.50
26.50
25.67
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25.60
25.80
26.50
25.67
25.67
25.80
FF5#30-CI#31
CI#31-CI#32
1 146
22
1 18
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RCP
22.50
22.80
22.80
22.90
I 25.00 1 25.57
25.57 Z.
FE5#33-CI#34 1 134 1 18 1 14DPE 1 23.00 1 23.20 25.00 1 26.45
FE5#35-CI#36
Ci#36-CI#37
1 140
1 22
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I 22.50
1 29.10
23.10
23.20
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25.87
1 25.57
1 25.87
FES#38-0#39
CI#39-CI#40
1 141
22
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1 18
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22.00
22.00
22.00
22.20
1 25.00
1 25.29
1 25.29
25.29
FE5#41-c1#42
CI#42-CI#143
139
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25.84
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139
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FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.03B
z 6" 2'-2"
N
SECTION X
BACK OF CURII--,,
►X
Y
.x
PLAN
1 00
r
z 6" 3" 6"
6"
co
CV
SECTION Y
CURB INLET
NOT TO SCALE
PLAN
35' f
I I
SECTION co
TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALE
PRaD
NORTH CAHOUNA ENMHONMENTAL
MANAGEMENT COMMISSION
DIVISi®N OF WATER QUALITY
`\\�I'i1V•f
c�
1�
ti 1.
>>
1 7,
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
\1
6�
C
CE
NOT TO SCALE
E<ENE>
tttifetetfcfettettttt
DA- -
w w +
•r- - w 1
Imo. -f
= i
i
r
1�
PROJ1 CT BOUNDARY
DRAINAGE BASIN
SYSTi M BOUNDARY
DRAINAGE BASIN
LABELS
WETLANDS
PROPOSED LAKED
EXISTING LAKE
CI WITH SILT
PENCE PROTECTION
IMPERVIOUS CALCULATIONS:
STREETS = 4./b a( -
SIDEWALKS = 0.00 ac
138 BUILDINGS = 13.66 ac
LOT ALLOCATION = 0.00 ac
TOTAL = 18.42 ac
TOTAL PROJECT AREA = 50.65 ac
IMPERVIOUS ARLA (100) =
TOTAL AREA
18.42 ac (100) = 36.37%
50.65 ac
``��1t�u►u,„rru�, �
SAL _
(�7 08
dater ord
CAPE FEAR
Engineering,,Inc.
151 Pole Road, Sufte 100
BOM118, NC 28451
TEL (V10) 383-1044
FAX [phone]
www.ct7pefeareti_q.com
DRAWN : K.Dyer PROJECT 650-06
DESIGN : K.Dyer NUMBER
CHECK D. Fennell SCALE 1 "=60'
APPROVED: D. Fennell DATE: 14 JAN 04
TRACT 'G'
PROJECT NUMBER SKEET NUMBER
650-06 SW-G
U-
0
Y
3
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to
to
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to
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9 a- _ - r-�_...�-"�- ,`- 9 ,►t' _ 'l2
r Og 491, °` --- ` 1..` t t _ 7.21 _ N8T34'08 ��j8 9 ;fir • ; i� :`
49 0 `� -- - l _ 1 -� \� �� �� 7-5. Q ` 101.90' W %:
FES ,.22
77.8
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STAKES
SEDIMENT FABRIC WiTH -y
WIRE BACKING
RUNOFF WATER
WiTH SEDIMENT
BURIED
SEDIMENT FABRIC
DROP INLET
` ".
•• A /J
STORM DRAIN SCHEDULE
LINE
LENGTH ft
SIZE in
SLOPE 7
INVERT
DOWN ft
INVERT
UP ft
RIM
DOWN ft
RIM
UP ft
FES 1-CI 2
292
18
0.14
20.00
20.40
23.00
23.41
CI#2-CI#3
22
18
0.45
20.40
20.50
23.41
23.41
FES#4-CI
176
1 18
1 0.11
1 20.00
1 20.20
1 23.00
1 23.25
CI-CICI#5-CI#6
1 22
1 18
1 0.45
1 20.20
1 20.30
1 23.25
1 23.25
FES#7-CI#B
1 216
18
1 0-09
1 19.70
1 19.90
1 23.00
22.96
CI -C19
22
18
0.45
1 19.90
1 20.00
1 22.96
1 22.96
FES 10-CI 11
1 159
1 18
1 0.13
1 19.70
1 19.90
1 23.00
1 22.96
CI 1-CI
1 22
1 18
1 0.45
1 19.90
1 20.00
1 22-96
1 22.96
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45
18
0.22
19.55 19.65
23.00
22.71
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22
18
1 0.45
1 19.65 1 19.75
22 71
22.71
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156
18
0.13
19.7Q1
19.90
1 23.00
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22 1
18 1
0.45 1
19.90 1
20.00 1
2196 1
22.96
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190
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19.70
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23.00
22.96
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_ 22 % 22.96-
Fi i62 its 0.15 T 19.30 1 19.55
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 25.92 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
r DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTION.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. WETLANDS SHOWN PER PLAN.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WiLL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED RF-PAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION EN TRANCE_ WIT_(_ BE INSPECTED
WEEKLY IN ORDER TO KELP SLDIMEN T FROM BEING TRANSPORTED
OFFSI TE.
SEQUENCE OF CONSTRUCTION
RECONSTRUCTION CONFERENCE TO DE iIELD PRIOR TO BEGINNING.
DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5- TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0-5' OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FON ALL AREAS A I- FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRLD
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE iS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACkOSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
MULCHING MATERIALS AND APPLICATION- RATES
MATERIAL RATE PER ACRE QUALITY NOTES
STRAW 1-2 tons Dry, unchopped, Should come from wheat or oat;
unweathered; avoid weeds. be tacked down or machine; mush
TEMPORARY SEEDING
GRASS TYPE AMOUNT00 S SEEDING (NiTIAL
RYE GRAIN 1-2 LEIS. NOV. THRU JAN. 25 LBS. 10-10-10
BROWNTOP MILLET 1-2 LBS` JUNE THRU AUG. 25 LBS. 10-10-10
PERMANENT SEEING
50' ROW
' 13' 12' 12' 9' 4'
2' 10' 1 U' al 2'
4":FT.
1-1 /2' I-2
6' ABC 6' MiN. p z z
24' ROLL CURB do BEHIND N o
GUTTER (TYPICAL) CURB -
RESIDENTiAL STREET
SECTION (CROWN-
NOT TO SCALE
50' ROW
y - 25'
1 _5' 12'
12'
FT. -_
1 4'; Fi-.
1-1/2' I-2
s .
6' ABC
6' MIN.
24- ROLL CURB &
BEHIND
GUTTER (TYPICAL)
CURB
25'
13'
2
W
Zz
N F-
RESIDENTIAL STREET
SECTION (SUPER- ELEVATED)
NOT TO SCALE
50' ROW
25'
16' 9' 9'
F F. - 7 7
1/4 Fr -
1-1/2' 1-2 T
6' ABC
6- MIN-
:'.4' ROLL CURB & BEHIND
GLITTER (TYPICAL) CURB
25'
16'
2'
z
�vso
FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.03B
N � o
�I
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CID
I
N
SECTION X
BACK OF CURB --\
PLAN
SECTION Y
CURB INLET
NOT TO SCALE
W PLAN
I
� T
r SEC VION
TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALE
ONE-WAY RESIDENTIAL STREET
SECTION (SUPER- ELEVATED
NO L LO SCALE
1'-0"
4 't0
I -
2'-0" 2'-0"
REVERSE SECTION STANDARD SECTION
ROLL CURB & GUTTER DETAIL
h•I 0 T TO SCALE
MAiNTE ANCE-
NA I NA _ NA
NA I NA NA
GRASS TYPE
AMOUNT
1000 S
TIME OFFERIILIZ
SEEDING
SF.
I ITiA
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL.
EACH 4-8 WEEKS
AUG. - SEPT.
12 LBS. 10-10-10
1-2 LBS. N.
12 LBS. 10-10-10
SEPT. - OCT.
12 LBS. 10-10-10
FESCUE, TALL
(KEN TUCKY 31)
5- 7 l_BS.
SEPT. THRU OC I _
FEB. THRU OCT- -
MARCH THRU APR.
25 LBS. 10-10-10
_ - -_
25 LBS 10-10-10
FEB. - MARCH
12 LBS 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
FEB. -MARCH
1/2 TO 1 LB. N.
NA
CROP INLET
ITN GRATE
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
DROD
MOR•H CARGU A ENVIRONMENTAL.
MANAGE,11"lEN7 COMMISSION
DIVISION OF WATER QUALITY
�R
F11pik
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
I�
i0' R/W
24' B-B
CUL-DE-SAC DETAIL
NOT TO SCALE
SCORING @ 8' INTERVALS,
3,000 PSI CONCRETE SIDEWALK, 3/8" x 3/8"
BROOM FINISH, SLOPE 1/4" /FOOT 1/2" EXP. JOINT ® 24'
IN DIRECTION OF DRAINAGE INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
COMPACTED SUBGRADE--�
CONCRETE SIDEWALK
NOT TO SCALE
NOT TO SCALE
.EGEID
DA-2
PROJECT BOUNDARY
DRAINAGE BASIN
SYSTEM BOUNDARY
DRAINAGE BASIN LABELS
WETLANDS
PROPOSED LAKES
EXISTING LAKE
Ci WITH SILT
FFNCE PROTECTION
IMPERVIOUS CALCULATIONS:
STREETS = 1.77 ac
SIDEWALKS = 0.03 ac
LOT ALLOCATION = 7.16 ac
EXISTING IMPERVIOLI; 0_00
10 FAL = 8.96 ac
TOTAL PROJECT AREA = 25.92 ac
IMPERVIOUS AREA (100) _
TOTAL AREA
8.96 ac (100) = 34.57%
25.92 ac
CA
SEAL `
028858-
c� L; -
�` 1NE���.���
r,
F �.
CAPE FEAR
Engineering, Inc.
1511'Uc ie Rco,:`, S i13 100
&Ache, NG 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN K.Dyer PROJECT
650-06
DESIGN : K.Dyer NUMBER
CHECK D. Fennell SCALE : 1"=60'
APPROVED D. Fennell I DATE 16 FEB 04
WATERFORD
STORMWATER DESIGN
TRACT 'H'
PROJECT NUMBER SHEET NUMBER
6 50- 06 SW-H
Q
m
3
,
Cn
1
0
0
in
Cn
3
II
0
0
in
Lo
/
0
co

,T - FES#24
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70 i 4 `-----
to
.e
�Y
S' 2'-0"
�6 REVERSE SECTION STANDARD SECTION
S
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
3 2 ,
`'�\. ----; •_,\'` mod,. / / 5
6
N89'51'50"E S88-31'01"W SB4'5805 N80•S7'35"w 56CE
ti`.'. •.. ,' / / S88'59'45' 62.11 4�q� 12829 "E 5 06
N 04"`N 99.93' 143.88' ����� S88'36'37"W N
6>� / /58p•p1' 245.44' _ -- 3.52' 30 39
41.94'
2 2 52i� / 1, 3.66'
` FES#9_-, '" t - - ; \� --- ' 1. - .. �� _ V-,,_•_` �-
GENERAL NOTES: SEQUENCE OF CONSTRUCTION
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND 1 • PRECONSTRUCTION CONFERENCE TO EE- HELD PRIOR TO BEGINNING. 60 0 60 120
UTILITIES BEFORE BEGINNING CONSTRUCTION. 2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
2. PROJECT AREA = 33.53 AC. 3. INSTALL GRAVEL CONSTRUCTION ENTRANCES. 1 INCH = 60
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT 4. CONSTRUCTION OF SWALES AND ROCS. DAMS.
BOUNDARY UNLESS OTHERWISE SHOWN. 5. 6. INSPEOIL CT ANDOVAL MA NTAIN`OR STORAGE.
ALL EROSION CONTROL DEVICES EVERY 7 DAYS
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS. 7• PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM. BE LEFT IDLE FOR MORE THAN 15 DAYS.
6• WETLANDS SHOWN PER PLAN. 8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
SEDIMENTATION MAINTENANCE PLAN TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
SS THAN ONCE P NG DEVICES
cc
SCORING ® 8' INTERVALS,
3,D00 PSI CONCRETE SIDEWALK, 3/8" x 3/8" „
BROOM FINISH, SLOPE 1 /4" /FOOT 1 /2 EXP. JOINT ® 24
IN DIRECTION OF DRAINAGE INTERVALS TYP. &
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LE AND REMOVE ALL TEMPORARY TRAP t STAKES DROP INLET
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO WITH GRATE
MAINTAIN ALL PRACTICES AS DESIGNED. SEDIMENT FABRIC WITH
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WIRE BACKING
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED n
OFFSITE. RUNOFF WATER _ 1
n
APPLICATION RATES WITH SEDIMENT A
►AI II r plKi , MATERIALS AND APP L
L�VI ,,, ....-
MATERIAL RATE PER ACRE QUALITY NOTES
unchoopppped, Should come from wh t or oat
STRAW 1-2 tons �eathWO' avoid weeds. a tackZ hand moc11ne; mu
TEMPORARY SEEDING
GRASS TYPE
1000
ING
RYE GRAIN
1-2 LBS
NOV. THRU JAN.
BROWNTOP MILLET
1-2 LBS
JUNE THRU AUG.
PERMANENT
SEEDING
AMOUNT
TIME OF
GRASS TYPE
1000 S
SEEDING
BERMUDA, COMMON
1-2 LBS.
APR. THRU DUNE
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS
SEPT. THRU OCT.
FEB_ THRU OCT.
INITIAL
25 LBS. 10-10-10 NA
25 LBS 10-10-10 NA
NA
NA
NA
NA
25 LBS. 10-10-10
Mz o L10
1�-2L N WEEKS
2 IBS. -10-10
,�S 10A-
25 LBS 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS 10-10-10
�s i a� �n-1A-1t1
1i - MARCH
1/2 TO 1 LB. N.
_ NA
BURIED
SEDIMENT FABRIC `
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
50' ROW
25' 25'
13' t 2' 12' 9' 4'
2' 1 10'
1'I t, . iA"• t=T_ t to r.-1%,
v noa.l a m1n. a Z �
24' ROLL CURB & BEHIND `�
-1[GUTTER (TYPICAL) CURB cn
RESIDENTIAL STREET
SECTION (CROWN)
NOT TO SCALE
50' ROW
FRAME, GRATE & HOOD
N.C.D.O.T. STD. ##840.03B
i•7 •
Z 6" 2'-2„ 6„
I
N
t° SECTION X
BACK OF CURB
X :
-� - y
AT ALL RADII I Iv - . - - --40--- - "111111i X
1 INTERSECTIONS 1`/ Fr. - I AN
COMPACTED SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
13
1
PROD
NOF" CAROLINA EWRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
FT. _
s cal 00 c0
6' ABC
6' MIN. w - _-------- ------ - --- -�
24' ROLL CURB & BEHIND N
GUTTER (TYPICAL) CURB
Z 6" 3,_0„ 6"
RESIDENTIAL STREET N
SECTION (SUPER -ELEVATED]
NOT TO SCALE
SECTION Y
CURB INLET
NOT TO SCALE
50' ROW
25' 25'
16' 9' 9' 16'
7, 2,
2 7•
17 FT.
1/4'. FT.
1-1/2' 1-2 r
6' ABC w
6' MIN. ZZ
24" ROLL CURB & BEHIND N N
GUTTER (TYPICAL) CURB
ONE-WAY RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
NOT TO SCALE
61
50' MIN.
Q
Q
0
..:.......
Z
1=
� =
w PLAN
35' f 15' f
I]
SECTION °°
'TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALE
-41111 50' R/W
24' D-D
CUL-DE-SAC DETAIL
NOT TO SCALE
STORM DRAIN SCHEDULE
LINEm
FES -CI2
CI#2-CI#3
248
22
18
18 1
0.08
0.45
HDPE
RCP
19.50
19.70
19.70
19.80
25.00
22 49
22-49
2249
FES CI
CI -CI
233
22
18
18
0.09
0.45
HDPE 19.50 19.70
RCP 19.70 19.80
25.00
22.62
22.62
22.62
CI#7-CI#B 1 51 18 1 0.39 HDPE 119.50 1 19.70 23.00 1 23.36
FES#9-CI#10
CI 0-CI it
CI 11-Ct 12
229
82
1 22
24 1
18
181
0.15
0.18
0.45 1
H I19.40
HDPE
HDPE 1
19.75
19.90
19.75
19.90
20.00
23.00
23.27
23.54
23.27
23.54
FES#23.54
13-CI 4
L114-CI 5
1
22
18
18
1 0.69
1 0.45
1 HDPE
1 HDPE
1 19.50
1 19.70
19-70
19.80
23A0
22.98
22.98
22-98
FES#16-CI 7 29 24 0.69 HDPE 60 19.40 19.23.00T 22.85
FES#18-CI#19
q 19-CI 20
1 265
221
4 24 0.08
24 0.45
HDPE
RCP
I 19.00
19.20
19.20
19.30
23.00
1 22.59
2259
2259
FE 21-CI22
CI22-CI
50
168
18
18
0.20
0.18
HDPE419-50
RCP
19.60
19.60
19.90
1 22.00
1 22.35
22-35
1 23.10
FES 2, 25
JB#25-CI#26
257
1 27
18
18
0.12
0.37
HDPE
HOPE
19,
19.60
i9.60
1 19.70
22.00
1 23.50
1 23.50
1 22.35
'1
74
76
MAGNOLIA P R(JJ ECT
GREENS: `
�3 ITE
1499 .o
1438
i
VICINff Y
NOT TO SCALE
PROJECT BOUNDARY
DRAINAGE BASIN
SYSTEM BOUNDARY
DA- 2 DRAINAGE BASIN LABELS
WETLANDS
-- --� -- PROPOSED LAKES
ri EXISTING LAKE
t
Cl WITH SILT
FENCE PROTECTION
O
IMPERVIOUS CALCULATIONS:
STREETS = 2.38 ac
SIDEWALKS = 0.03 ac
41 LOT ALLOCATION = 7.53 ac
EXISTING IMPERVIOUS = 0.00 ac
TOTAL = 9.94 ac
TOTAL PROJECT AREA =33.53 ac
IMPERVIOUS_ AREA (100) =
TOTAL AREA
9.94 ac (100) = 29.657.
33.53 ac
CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefearen-q.com
WATERFORD
STORM WATER DESIGN
TRACT 'I'
PROJECT NUMBER SHEET NUMBER
6 50- 06 SW_ I
.a
L.ES11i lxvrw}
s i 4 4 4 • 11 • . 0 • • a • 4 11

■
■
(7) Q7)
8 6 -
8 25
14 23
13
13
135
1
13
■
\
Q it
a
139
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
SEQUENCE OF CONSTRUCTION
2. PROJECT AREA = 97.97 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
1.
PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
BOUNDARY UNLESS OTHERWISE SHOWN.
2.
DETERMINE AND MARK LIMITS OF DISTURBANCE.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
3.
INSTALL GRAVEL CONSTRUCTION ENTRANCES.4.
CONSTRUCTION OF SWALES AND ROCK DAMS.
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5.
TOPSOIL REMOVAL AND/OR STORAGE.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6.
INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES ZVERY 7 DAYS
6. WETLANDS SHOWN PER PLAN.
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7.
PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS :71iAT ARE TO
SEDIMENTATION MAINTENANCE PLAN
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8.
PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREA: AT FINAL
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
TO ESTABLISH A VIGOROUS STAND OF GRASS.
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
9.
AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
MAINTAIN ALL PRACTICES AS DESIGNED.
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
MULCHING MATERIALS AND APPLICATION RATES
MTERIAL
RATE PER ACRE
QUALITY
NCITE5
�pAW
1-2 tons
Drys
tiered; 40,d uxeads.
Shoul from w or outs•
� or mxhi se; mush
GRASS TYPE
A
1 00
I G
INITIAL
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
e
NA '
PERMANENT SEEDING
GRASS TYPE
A O N
1000 S .
TIME OF
SEEDING
FERTILIZA11614 /1000 SF.
IN111AL
MAINTENANCE
BERMUDA. COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE. TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-1G-10
FEB. - MARCH
12 LBS. 10-10-10
MAY do DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
LESPEDEZA (SLOPES)
1-2 LB&
MARCH THRU APR.
25 LBS. 10-10-10
FEE. - MARCH
1/2 TO 1 LB. N.
NA
R
� T
2'-0"
REVERSE SECTION STANDARD SECTION.
ROLL CURB 8c GUTTER DETAIL
NOT TO SCALE
SCORING 0 8' INTERVALS,
3,000 PSI CONCRETE SIDEWALK, 3/8" x 3/8"
BROOM FINISH, SLOPE 1 /4" /FOOT 1/2" EXP. JOINT 0 24'
IN DIRECTION OF DRAINAGE INTERVALS TYP. &
AT ALL RADII
- INTERSECTIONS
COMPACTED SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
}-- so' N-jow
24' e 2
CUL-DE-SAC DETAIL
NOT TO SCALE
STAKES
SEDIMENT FABRIC WITH -�
WIRE BACKING
RUNOFF WATER
WITH SEDIMENT
BURIED
SEDIMENT FABRIC
DROP INLET
9
50' ROW
25' 25'
13' 12' 12' 9' 4'
210' IV 2'
1 FT -1 /4"t FT. f
1-1/2, 1-2
6" ABC B" MIN. CZ
24' ROLL CURB & BEHIND 3 o
GUTTER (TYPICAL) CURB
RESIDENTIAL STREET
SECTION (CROWN)
NOT TO SCALE
50' ROW
25, 25'
13, 12' 12' 13'
2' _j lo' 10' z`
Fr
1 4'.pf• �-' 1
1-1/2" 1-2
G" 13
-_ 6' MIN.
24' ROLL CURB it BMNU cv g
GUTTER (TYPICAL CURB `n
RESIDENTI.JiL !E'TREET
SECTION (SUPER -ELEVATED)
NOT TO SCALE
50' Row
25' 25'
16, 9' 9' 18'
2' T 7' 2'
FT-]
f /,• • F. * w r 1 r f
f 4 : Fr
1-1/2-1-2
6' ABC
6' MIN. Zw
24' ROLL CURB & BEHIND C14 o
GUTTER (TYPICAL) CURB N
ONE-WAY RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
NOT TO SCALE
Z...........
w PLAN �' Flost
�` 'mac •)
35' 15' .t
1
Xf I Fuok.
SECTION oo INZkIT
TEMP. CONSTRUCTION ISOMETRIC
SILT FENCE DETAIL
E N TR A N C NOT TO SCALE
NOT TO SCALE
APPROVED
NOM'H CAPOLM ENVIRMIENTAL
MANAGEMENT COMMISSION
' DIVISION OF WATER QUALITY
(7
C
R-50' FRAME, GRATE & HOOD
R=37' N.C.D.O.T. STD. #840.038
\
R-35'
i
1 z 6" 2'-2" 6"
1 �
I ('
'C"L
R-23' I - -
50'
-- R/W `D� SECTION X
24' B-B
BACK OF CURB-\
X N
CUL-DE-SAC DETAIL
NOT TO SCALE - Y
^ROD INLET
1TH GRATE
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
�-► X
PLAN
N tt
r
Z6" 3'-0" 6'p
co
cV
SEC-n ON Y
CURB INLET
NOT TO SCALE
STORM DRAIN SCHEDULE
LENGTH
517-E
MAIL
INVERT
INVERT
RIM DN
RIM UP
LINE
(ft)
(in)
DN (fQ
UP (ft)
(ft)
(ft)
FE5#1-0#2
173
18
HDPE
22,50
22.62
26.00
25.63
CI#2-0#2A
22
18
RCP
22.62
22.87
25.63
25.63
CI#2-JB133
80
IB
RCP
22.62
22.67
25.63
25.43
JB#3-CI$4
62
I8
RCP
22.67
22.71
25.43
25.46
FE5#5-C1#6
164
18
HDPE
22.50
22.67
26.00
25.57
CI#6-CI#7
22
18
RCP
22.67
22.71
25.57
25.57
FE5#8-CI49
152
18
HDPE
22.50
22.66
26.00
26.37
CI#9-Cl#10
88
18
HDPE
22.66
22.51
26.37
26.70
Cl#I0-CI#II
22
IS
HDPE
22.81
22.85
26.70
26.70
FES#12-C1#13
22
18
HDPE
2225
22-30
26.00
2526
0#13-0#14
22
18
RCP
22-30
22,40
2526
2526
G1#14-FE5#15
22
IB
NDPE
22.40
22.50
2526
26.00
FES#16-CI#17
22
18
HDPE
22.50
22,50
26.00
252E
C)#17--C)#)8
22
18
RCP
22.50
22.50
25.25
25.28
0#18-C1419
64
IB
RCP
22.50
22.70
25.25
25.40
FES420-CI;t2I
177
I8
HDPE
22.50
22.72
26.00
25.69
0#21-CI#22
22
18
RCP
22.72
22.94
25.69
25-69
FE5#23-CI#24
168
18
HDPE
22.50
23.04
26.00
25.86
0#24-CI#25
23
18
RCP
23.04
23.11
25.86
25.86
FE5#26-CI#27
163
18
HDPE
22.50
22.60
26.00
25.49
0#27-0427A
22
18
RCP
22,60
22.70
25.49
25.49
FE5#28-Ci#2q
145
18
NDPE
22.00
22.40
26.00
25.55
CI#29-C1#30
22
13
RCP
22.40
22.50
25.55
25.55
CI#29-CI#30A
33
18
HDPE
22.50
22.60
25.55
26.00
FE5#31-CI#37
22
IB
NDPE
22.60
23.06
26.00
26.37
C1#32-CItI35
22
18
RCP
23.06
23-62
26.37
'26-37
FES#34-CI#35
144
18
HDPE
22.50
23.00
26.00
26.17
CI#35-C1336
22
18
RCP
23.00
23.10
26.17
26.17
FE5#37-0438
165
18
NDPE
22.50
23.00
26.00
26.18
CI438-0#39
22
IB
RCP
23.00
23.10
26.18
26.16
Fla5#40-CI#41
132
18
HDPE
22.50
22.77
26.00
25-52
FE5#42-01t4�
144
18
HDPE
22.50
23.00
26.00
25.99
FE5#44-0445
169
24
HDPE
22•50
23.07
26.00
25.92
04-45 C1414
22
18
Rcp
23.07
23.14
15.E
25.92
0#46-0#47
164
18
RCP
23.14
23.69
25.92
26.44
FE55-#Q-CI#4q
173
f8
HDPE
22.50
22.69
26.00
25.44
FEB#50-0#51
116
18
HDPE
22.50
22.62
26.00
25.58
FE5#52-G#63
176
18
HDPE
22.50
22.87
26.00
25.67
Cl#53-C1#54
22
18
RCP
22.87
22A2
25.67
25.67
FES#56-C1#57
50
i8
14DPE
22.50
24.00
26.00
28.10
C1#57-0#58
22
18
HDPE
24.00
24.40
25.10
26.10
FE5#59-JB#60
169
30
HDPE
22.00
22.00
26.00
26.62
J13#60-0#61
94
24
RCP
22.50
22.65
26.62
25.71
Cf#6I-CI#62
50
24
RCP
22.65
22.75
25.71
25.82
CI#62-CI#63
IN
24
RCP
22.75
22AB
25.82
26.33
C141-CI#64
22
18
RCP
22.65
22.96
25.71
25.71
FE5#65-a#"
47
24
14DPE
27-50
2280
26.00
26.13
Cl#66-C1#67
42
24
RCP
22.80
22.67
26.13
2620
C1#67-C#68
51
18
RCP
22.87
23.70
26.20
%.45
CI#66-U#69
43
24
RCP
22.80
22.67
26.13
2620
CI#69-CI#70
28
f8
RCP
22.87
23.58
26.20
26.33
FES#71-CI#72
154
18
HDPE
22.50
23.W
26.00
26.55
FE53>'T3-Cl#74
159
IB
HDPE
22.50
22.96
26.00
25.71
FE5#75-0#76
164
18
WDPE
22.50
23.00
26.00
26.76
CI#76-CI#77
22
18
14DPE
23.00
23.01
26.76
26.76
FE5#78-CI#79
149
18
RDPE
22.50
24.01
26.00
26.76
FES#80-C1#81
149
i8
14DFE
22.50
22.75
26.00
25.50
NOT TO SCALE
LEC934D�
-- - - -•
PROJECT BOUNDARY
DRAINAGE BASIN
SYSTEM BOUNDARY
DA-2
DRAINAGE BASIN
LABELS
{'
t
`
i
WETLANDS
.--
­1
PROPOSED LAKES
EXISTING LAKE
Cl WIT" SILT
FENCE PROTECTION
• 1:
IMPERVIOUS CALCULATIONS:
STREETS = 7.16 ac
SIDEWALKS = 0.08 cc
177 LOTS = 21.16 ac
EXISTING IMPERVIOUS = 0.00 ac
TOTAL = 28.40 ac
TOTAL PROJECT AREA = 97.97 ac
IMPERVIOUS AREA (100) =
TOTAL AREA
28.40ac (100) = 28.997
97.97ac
02 08 -
CAPS' FEAR
Engineering, Inc.
151 Pw4e, Rmd, ON1 too
BOM118, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN : B.ELVINGTON PROJECT
650-Ofi
DESIGN : B.ELVINGTON NUMBER
CHECK : D. Fennell SCALE : 1 "=100'
APPROVED : D. Fennell DATE : 14 JAN 04
W ATERFORD
ST012MWATER DESIGN
TRACT 'J'
PROJECT NUMBER SHEET NUMBER
650-06 sw-,j
U-
0
]G
C.o
a
,
3
Cn
,
0
t
Q
to
Lo
C"
3
.a
Ln
0
0
Lc3
Lo
i
0
Ln
to
■T

DL
00
col
CN
:n
,
k!J
y
Yam
Ig{
Lu
U)
I
a
cam;
�7a
b
a
i
% "
\po a
TRACT BOUNDARY
39.5
�to
J- 33.4
a
^ 36.7
w
LO
N.OR
r
N:U'j
O M
Z 37.5
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 34.28 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. NO WETLANDS ARE TO BE DISTURBED BY THE IMPROVEMENTS
SHOWN ON THIS PLAN.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING,
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4, COkiSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AMID/OR STORAGE.
v ,
6. INSPECT AND MIAIN TA!N ALL EROSION CONTROL DEVICE'S EVERY J DAYS
AND AFTER EACH, SIGNIFICANT (RAINFALL EVFNT (0.5" OR GREATER).
7. PL.ACIE. TEMPORARY SEEDING ON ANY DIS IUR.BED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMAN`�ENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL_
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND TriE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE, GRASS THESE AREAS 11AMEDIATELY
AN0 REMOVE ALL TEMPORARY TRAPPING DEVICES.
ems.
00.
roe,
67
_ � p
i
y1yyv r1
0 100 200
k
,V2)
j
ER1 k0a0 � m
R_606• i
1-7 •�1�
S69 348 F
i
TRACT BOUNDARY i
1
L=58.56'
=ryN 6'
MULCHING MA ERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dry, unchopped,
unweathered; ovoid weeds.
Should come from wheat or oats -
spread
down. or machine; mush
TFMPnRARY �F'FnINI
�K4 J¢ �N�
so•�R
v
�67 3
oQ
9 500--aS�p9
O
SF`
~
o O
rn 0
TRACT '0'
s'
ti� 46
po
O �+► Ory O
J
� �O
Q-
w
10,
Og
r�0, TRACT
O �1
h��N
27.8 - ry
'0'
14
v
J03A.
TRACT BOUNDARY
GRASS TYPE
000 ST.
SEEDING
INITIAL
MAINTE 1000 FERTILIZATIONANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
R BASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
- --FER 1000 SF.
INITIAL I MAINTENANCE
_�,
I BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LOS. 10-10—i10 MARCH — APRsL EACH 1-8 WEEKS �AUG. — SEPT.
I
1 12 LBS. 10-10-10 1-2 LBS. N. 12 LBS. 10-10-10
ESCUE, T ,L9_
(KENTUC'K,Y 31)
5- 7 LBS,
SEPT. THRU OCT..
R FEB. THRU OCT.
25 ILBS. 10-10-10 —T
I
FEB, — MARCH,
12 LBS. 10--1C-..10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. — OCT. I
12 LBS. 10.-10---10
SERICEA
+ L�`SPE4TEIA (SLOPES)
1-2 LBS.
i1ARf:H THRU APR.
� 25 LBS. 10-10-10
FEB. — MARCH
ftti 1;2 TO i LB. N.
NA i
NOTE:
TRACT TO BE SOLD AND DEVELOPED BY
OTHERS. DEVELOPER RESPONSIBLE FOR
OBTAINING INDIVIDUAL STORMWAT-_R
PERMIT. TRACT TO RETAIN ALLOCATED
IMPERVIOUS TO DRAIN TO SURROUNDING
NON —DISCHARGE LAKE SYSTEM FOR
TREATMENT.
It 1-
TRAUT ,kf D, `
COMSVED IRACTES 1'
�'010U ALt LAW N .
STREETS
- 66,536 S.F.
L T 8
= 35, 789 S.F.
LOT 9
= 63,4.30 S.F
LOT 10
58,217 S.F.
LOT 11
= 44,084 S.F-
LOT 12
= 577,309 'S.F.
LOT 13
= 54,070 S.F.
RESERVE
= 123,651 S.F.
TOTAL
= 1,023,036 S.F.
TOTAL TRACT AREA =
27.72 cc
TOTAL TRACT AREA =
1,207,496 S.F.
IMPERVIOUS AREA
(100) =
TOTAL AREA
1,023,OS6 (100)
-- 84.7,37.
1,207,496
60ROW
30' 30'
20 20'
2' 18' 18' 2'
I' FT.
-- 1 4": T. 1 4": FT. ----
�2-1-2
24" CURB & 8" ABC
GUTTER 'A' (TYP)
COLLECTOR STREET
SECTION
NOT TO SCALE
',U' MIN.
a ....
4 STONE
O
1
h
i
LOT 'K1 753,152 S.F.
v1
LOT f K1 = 291'619 's j
LOT K4 _ = 51,396
.Yv`YS.F.
TOTAL = 1,096,16' S.F.
TOTAL TRACT AREA = 29.79 ac
TOTAL TRACT AREA = +/-1,297,652 S.F.
IMPERVIOUS AREA (100) =
TOTAL AREA
�' 1,096,167 (100) = 84.47%
1,297,652
214"
^2 K7 NOTE:
CURB & GUTTER 'A' IS FOR USE
.:. ON RESIDENTIAL COLLECTOR
STREETS
WHERE CENTER MEDIAN CURB
IS REQUIRED GUTTER SHALL
SLOPE AWAY AS SHOWN
CURB GUTTER 'A'
NOT TO SCALE
ON LL
Fll, oAB�pA
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ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
i
I I
ij
SECTION 00
TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALE
3,000 PSI CONCRETE SIDEWALK, SCORING ® 8' INTERVALS,
BROOM FINISH, SLOPE 1 /4" /FOOT 3/8" x 3/8'
IN DIRECTION OF DRAINAGE 1 /2" EXP. JOINT @ 24'
INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
c —/ COMPACTED SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
STAKES
SEDIME�
WIRE Bi
RUNOFF
WITH SE
BURIED
SEDIMENT FABE
FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.03B 7
N
z 6' 2'- 2" 6'
N
tD� SECTION X
BACK OF CURB ---
PLAN
N 00
17-
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I I'
N
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CURB INLET
NOT TO SCALE
nQOP INLET
TH GRATE
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'✓ ii V: `� T
A . �
TER
sax�e % �sx-�a
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LEGEND
PROJECT BOUNDARY
DRAINAGE BASIN
SYSTEM BOUNDARY
DA- 2 DRAINAGE BASIN LABELS
PROPOSED LAKES
-- EXISTING LAKE
CI WITI� SILT
FENCE PROTECTION
NS
NOTE&
C
REVISED PER DWQ COMMENTS
CAPE FEAR ENGINEERING, INC.
MLT
6 27/08
B
ADDED LOTS 8 THRIJ 13
CnPE FEAR ENGINEERING, INC.
MILT
5/30/08
A
ADDED LOTS K3, K4 BY
FREELAND AND KAUFFMAN, INC.
MR
1 /23/08
REV.
DESCRIPTION
REV.BY
DATE
REVISIONS
yn,
SEA,
r
w
030580 21
R a :
Wate rf rd
OF rH.nrzc�l.lNns
41 C06"APE FEAR
Engineering, Inc.
151 Poole Road, Suite 1h0
8001€; N9 ?9131
TEL [phone]
FAK [phone]
W1vw.cape fearengineering.com
\MVATE FOR D.
'TOR' °�"A�T R '1N
TACT '` AND
TR ACT 1
PROJECT NUM 37-R � � ;:;:-;EET NUMBER
� - ,
3

44' ROW
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R'(T- GRAIN
1-2 LBS.
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INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
-_
APR. THRU JUNE
25 LBS. 10--10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
Ai SEPT.
12 LBS. 10-10-10
_
FFSCUE, TALL
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
1 12 LBS. 10-10-10
MAY & DEC,
1/2 TO 1 LB. 14.
SEPT. - OCT. I
12 LBS. 10-10-10
__
SERICEA
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23.48
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56
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25.44
CI#5-CI#6
22
18
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2 i 50
21.69
25.44
25.44
1
FES#7-CI#8
159
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HOPE
21.00
22.49
22.50
26.45
CI#8-CI#9
22
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22.49
i.45
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FES410-011
37
18
HDPE
____�_
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, 21.52
22.50
25.58
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21.52
-
21.83
25.58
25.58
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36
18
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19.50
21,47
21.00
26,42
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22
18
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21.47
22.67
26.42
26.42
I
-
FES#I(
161
24
HDPE
19.50
21,00
23,82
CI#17-101418
86
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18
HDPE
19.82
20.22
23.82
24.01
CI#18-CI#19
22
18
HDPE
20.22
20.26
24.01
24.01
CI#17-0#20
22
10
HOPE
20.03
20.07
23.82
23.82 1
FES421-101#22
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24
30
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19.50
20.42
21.00
25.99
CI#22-i
-2
30
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-0.46
25.99
25.99
GI#23-i
135
30
HDPE
20.46
20.73
25,99
26.54
CI#24-i
46
30
HOPE
20.73
20.83
26.54
CI#25-CI#26
172
30
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41.01
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87
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24
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21.57
22.34
26.07
26,38
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1 22
24
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22.34
22.38
26.38
26.36
C1426-02
22
18
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21.57
22.32
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109
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22
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22.87
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23.14
26,89
26.89 1
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130
24
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19.50
20.48
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26.28
101#34-i
157
24
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20.48
20.79
26.28
25.61
101#35- ' ,1#36
22
24
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20.79
20.84
25.61
25.61
CI#36-CI#37
122
24
IJDPE
20.84
21.08
25.61
25.88
CI#37-CI#38
374
24
HOPE
21.08
I 211.83
25,88
26.08
CI#38-131#39
22
18
HDPE
21.83
1 22.33
26.08
26.08
0#37-i
22
18
HDPE
21,08
22-13
25.88
25.88
__
FES#41-CI#42
184
18
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19.50
19.68
21.00
25.11
CI#42-CI#43
22
18
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19.68
25.11
25.11
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-19.71
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190
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21.00
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22
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22.38
22.40
26.15
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31
18
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21.00
22.52
22.50
27.35
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22
18
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23.60
27.35
27.35
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161
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19.50
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-
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22.31
22.69
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26.44
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161
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159
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19.50
19.82
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22
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19.82
19.82
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25.78
1 25.78
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164
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19.50
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160
18
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19.50
21.35
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22
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21.35
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36
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19.50
20.96
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22
18
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20.96
21.86
25.61
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__
205
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19.50
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20.16
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23.98
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22
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3,000 PSI CONCRETE SIDEWALK, - - SCORING 0 8' INTERVALS,
BROOM FINISH, SLOPE 1/,4!' /Fi 3/8" x 3/8" 1/2" EXP. JOINT 0 24'
IN DIRECTION OF DRAINAGE INTERVALS TYP- &
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FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.03
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- I SECTION X
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�­ , �"', �^_ ..., _ - I \ \ , __ ,� � ­.. : ll
-
" _ '. -�,: � -,. -,. m', .:�.;.:,z,i:,::;i­ .
. . I / , � ./" _. I - .. �, ".
I ,� ". , " e� _1-1- .. � :: m. I ::� � RUNOFF WATER ----
-1 _�_ / ... �/, I ,1:i . �. -
_ . ­11 ­ .- _ :: 7_****�lillililllli , - " I 1_//1 � . _,w: -, ­...­ :
:. I � ­­ ,iii:_ \ \\ I -­ 1­10. . .:-.. --- _ ....'. .,.? I - �
.
INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS x , . :1 __ .zi.�,,�,.��_ - - ."zi:_ '11111i , / 7� - * ; z 11 ,� � -,. �� . 2 ) 5< ,1/'
6. .. `�, __ - !::: ., I i - 'I- , . __ .. li;� 11
. %,. _ ­ . - - ,�
PRE-CAST7­N\ � '. /,, ,­, ....�� � ,.,.-, 1�,.�, 411111i . FES130 I : �.� - : v. i':� -, 1. .Izl- NTH SEDIMENT
­ , .1 11 . .11 PLAN
-
L EVENT (0.5" OR GREATER). :, ­ "::. .., �zl,'­. 1111 . I ,',.-'-- .1. 1, � ....., 11, /1, ....i�.�­.� ..fi, 11: T
._%��_­ �� .111­ �_ 11 .. ... . .1 �­,, / ­.11 .. ; ...........
CONC -'11 - ­ ­ ", Ii...; ..- 1_ I .., - I .. I.. I.- � :. ...� L� i .......
. - - : ** - , If 7 . ii - .1 .
'. �1, TEMPORARY SILT FENCE // I " �
AND AFTER EACH SIGNIFICANT RAINFAL RETE , "? . , " .. �, - . __ I., - -
:1 .. ;iiii ­_ ........ � ............ ­..
4� - � � Z , ­-,� ­, . e I ­' 1 : . : : ;: .. , ........... � ........ � ...
- : �.. .: �... 1. .
­ , , * , - r
- - - , - . -
, ,
- 1, ";,""i - .: .,i � I
�*` . . - � - - `�. --'," ­-:i -FED T A /, �: w .1 m
. , � � . z�l 11, I � RACT K W I 35' ± 15' ± .... \
rs�_� , � .�', .... ..%%..%..�
RISER BOX -y --�l C ...',4111111111ii I " i� �/�
-
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO 6" GATE VALVE 01. . � 1 'I- 11 iij,�� "­ Alli 1, '21, - , �. - .. ,, I -\.. ; - (SEE SHEET SW-K)
,. - .�, , , , i I. , , � . _/ .... �w
:' .* ­.w� ­ _­ ",-. *4 , - ,.i�f-,�qj -,, /,-" _�­,MA 0 _ , ' �..�: - ­* � I
� - ;i:
BE LEFT IDLE FOR MORE THAN 15 DAYS. .; I i :: :: .
, .� ..
il .. - � ,
. . I � - :: :� � .
__ - I . -- ,­,"',­� ,_- f %�N: - - .. ..�. I... .:� � I
�, - . :
- . ;c
,e ,I 1. $W- I I - p 11 _ " " .... �:: .. - -
,��_ - � . - ­ -.1, I :� : ... .i \11\1,y1\1),;,:i I
_x 11�* � I .
. __ _ .."', ;i � . �i . _777�7757�2i� -
. . ;:
'
\ `_�.--. NN\ � &, -I- " kv-1- ," , r ,,�, - ­ , - - Ifte - # 1 ", .. , . ,,� � . . � . -
. C _ ", .
GROUT . I _ k-, , ,� 1"' '- A)
, / / . _", ­� ..... � - ii %`,,,-"-`,­`- (SEE SH EET SW
S, _711��,l
- - , :;,",
:. , , _,, - �.. i: �:
1= 0 I -/',­-,,,-,----/',­- ,:,,, ftftfti ...... . . '!
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL __ " � z __ ,,,, '_`i::;, ­1 �. "I - �
I - - .. 1. 1. .. �g
- 1. .:
24'0 CPP , :;, " _,ii��,� � . .... ... � , . - � � :: :: �. FE
.. ,:w, ". ,,, - ­1:­... _:�� - .. BURIED
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED ll-� _. �.-�_ .. _ _Ii%� I 00
), . - C-It 1�� SEDIMENT FABRIC
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
OSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
I.-,.. , � .. - 11; ..
6 ,;" ! . . .
CONCRETE __�� . . 1. . , . - �L�
BLOCKING
GATE VALVE DETAIL
-1 i �
Z.) U_ IN. -I I I �,.; r1%
TEMP. CONSTRUCTION �' i
ENTRANCE � i
NOT TO SCALE
.
I
: .. . ...
.
. - .
. .. ... I—— 7
(O . ,
.
,
.
*
I . , .
- .
C14 ..... ______�
li -.1 -.* , -.1 , -.1 , _.,�_.,�_.,.-.Irl
� ­F L �'-'- .,.,..,. %.. .... ...'... �......_., _.3
'i SECTION Y
CURB INLET
NOT TO SCALE
, .
.
.. . i
,
. I
�
. *-' ' DROP INLET
.
,
v
.
.
. . "A
- ____�_­_____________.­___
r. �
.
----",- I
,
I
I .-It ��,,,,*",--,,il ', _,� I _ I
,
-
.. I " ��i­ - t
I ,��, � > ­ -_'�'INN 1[ I -1 I
. I_ Y�l 7
,
,
,
U, 7 .
11 76
" , I -
� , I PROJEC -
. I, 3NO,
/ MA,, LIA
11
,.-- . OffENS SITE
I
-
/ k±A li <
- 1, �. �, 10
,
14-99 I -
1 551
1438
/ 17 ofot)
/
� F
i
"__�
V101NI AP
NOT TO SCALE
I
DROP INLET I
WITH GRATE
1111'..".".
..
.....H."REH-1:1
;;;;;;;;;;;;;;;;;;;l
::::::1x1::::m-*6.
mmmmol
- ::=
I'mill"ll'"Nomm"1100
110.:::mv.::::::::::1.0i
:12=02"NNIN"Im,
zS3Hglll!L6!!S1!H!!H1
am.
:::
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
e - I -
LEGEND
- - __
- - - �
11 11, I � I 't�j L)';TNALK
DA-2 DRAINAGE BASIN
LABEI-5
- ­­ - .... . I
I
: I
I
I
p .
. i
: i
� .
. :
I I
.
­ .... ­­­. ­­.. ­­­ .... � ......... � ... ­­. ......... ­­
EX0-FING LAKE
= . a OITH 15ILT
I ___1 FEN-E PROTECTION
go OUTLET PROTECTION
UCTION
�§m ENTRANCE
m TEi-PORARY SILT FENCE
----.----- -
IMPERVIOUS CALCULATIONS:
STREETS = 8.84 ac
SIDEWALKS = 1.42 ac
134 LOTS @ 6000 sf = 18.46 ac
43 LOTS 0 3850 sf = 3.80 ac
TOWNHOMES -­- 2.38 ac
DRIVEWAYS/PATIOS = 0.92 ac
(TOWNHOMES ONLY) TOTAL = 35.82 ac
TOTAL PROJECT AREA = 11 3.71 ac
IMPERVIOUS AREA (100) = %
35.57 ac (1 00) = 31.50%
11 3.71 ac
pe _'N
00
, �04ti"*J0,
- k, A /?, 7*
A ;'i
I . 1*
, ..,
x__ _11, _..
Uz . ;F ,:I
- . I
= 0- S �_ 1=
= =
-
.
S z
ii A.- ,1, �.� ,--:
lk .
lik-F
,,, t I
" �1,q --- sm�- ,,.v
"...1p - ,
. 01841sills;"li
\. __/
�
� �
I
�
�
I
�
a 0
01 F -VI-4 F -NAS
.
.) C�:Aa<Dll1_1
CAPE FEAR
Engineering, Ini
151 Poole Road, Suite 100
lyg/i He- ?04r) I
TEL [phone]
FAX [phone]
www.copefeareng.com
­__�
DRAWN : J. Boyd - PROJECT 650-06
DESIGN : J. Boyd NUMBER :
CHECK: SCALE : 1"=100'
APPROVED : DATE : 3 APRIL 06
,
� �� �___L __ , -_- -1
WATERFORD
STORMWATER DESIGN
IN-
e"
.
111 A
LAN
PROJECT NUM13ER SHEET NUMBER
0% ^
6 5 0 -U0 eS W - L

-rt 36.7
4: ' 37.5
—33.6
_-41.6
�.
cA
ill
00
CD
_v
u
I.i
u
Li,1
0�
I
I
0
0
I
0'
Cf�
LO
I
C7
LO
I
rt
I ^°�/ff\ / / It=LU.00
_ PROJECT BOUNDARY
s
TRACT Y
(SEE SHEET SW-K)
N /E
WEINGARTEN/ HUGHES
DB 1961, PG. 6
TOTAL AREA 29.05 AC.
11 ?9 SE 4
-1
,4v) L R5 o
fry
_ o)
h I z 25, 00
cc 40.5
/00�
c
i
N6
co
cv jai ^? ♦ 261
�cv�
K 4
S6
Jv Sp OS
94'
coO
100 0 100 200
\ 1 INCH = 100
L_O1 #M2 --- 191,722 ` F.
.j .
TOTAL = 191,722 F.
TOTAL. TRACT AREA = 5.59 ae
TOTAL TRACT AREA = 243,570 S.F.
!MPER�-IIOUS AREA (100) =
TOTAL AREA.
-1 91,722 (100) = 78.71%
243,570
R A (_e, 1 0'
.a i Rt:.s= I ..J
_._S.F.
6K3,.�36
SE
I LOT ! 8
....� ,1 "3, r C3J
S.r'
LOT 16
i
- 58,217
S. F.
I LOT 11
- 44,084
S.E.
LOT' 12
= 577,109 S.F.
LOT ; 3
_ 54,07U'
S.1-.
RESERVE
I
—' 123,615,
S.F.
1.O..I.A = 1,023,086 S.E.
TOTAL TRACT AREA = 27.72 cc
TOTAL TRACT AREA. = 1,207,496 S.F.
IMPERVIOUS AREA (100) = %
TOTAL AREA
1,023,086 (100) = 84.73%
1,207,496
GENERAL NOTES:
1. CON IRACTOR TO FIELD VERIFY ALL EXlsl-ING UNDERGROUND
lull AILS BEFORE BEGINNING CONSTRUC' ION.
2. PROJECT AREA = 28.66 AC.
3. LIMITS OF DISTURBANCE CONNUUkPENT WITH PRO,'EC�
BOUNDARY UNLESS OTHERWISE SHOW1
4. SILT FENCE TO BE INSTALLED PER PLAI AND/OR AS
DIRECTED BY ENGINEER SIIBSFQUFNT TFIELD INSPECTIONS.
'�. IMPERVIOUS SURFACES ON ALL LOTS TC DRAIN TO POND SYSTEM.
6. NO WETLANDS ARE TO BE DISTURBED BY THE IMPROVEMENTS
SHOWN ON ITJIS PLAN.
SEDIMENTATION MAINTENANCE' PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF —PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY FEEDING ON ANY DISJURtBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
H. f ERMANFNI GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN `=>FASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMEN F FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVF AI I TEMPORARY TRAPPING DEVICES.
MULCHING MATERIALS AND APPLICATION RATES
pNOIrS
MATERIAL
RATE PER ACRE
QUALITY
STRAW
1-2 tons
Dry, unchopped,
avoid weeds.
or machine; oats;
spread come from
unweatheredd;
be tacked dawn.
TEMPORARY SEEDING
AMOUNT
TIME OF
TYPE
1000 S
SEEDING
NOV. THRU JAN.
NITIAL
_GRASS
RYE GRAIN
1-2 LBS.
25 1_E3& 10-10-10
BROWNTOP MILLET
1--2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
PERMANENT SEEDING
NA
NA
MAINTENANCE
NA 1 NA
NA II NA
AMOURT
TIME OF
FERTILIZ&TION/1000 SF.
INITIAL
MAINTENANCE
GRASS TYPE
1000 SF
SEEDING
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH — APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. — SEPT.
12 LBS. 10-10- 10
FESCUE, TALL
(KENTUCKY 31)
5- 7 LBS.
SEPT. THRU OCT.
DEB. THRU OCT.
25 LBS. 10-10-10
FEB. — MARCH
12 LBS. 10-10-10
MAY & CPC.
1/2 TO 1 LB. N.
SEPT. — OCT.
12 LBS. 10-10-10
SERICI A
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. — MARCH
1/2 TO 1 LB. N.
NA
,SUN a 0 L. 0%
LEGEND=
PROJECT BOUNDARY
TRACT BOUNDARY
DRAINAGE BASIN
SYSTEM BOUNDARY
)n DRAINAGE BASIN LABELS
SWAEE
PROPOSED LAKES
.......... ........
EXISTING LAKE
CNOTE&
Cl WITS SILT
FENCE PROTECTION
�e�a�ttitstttt:c;�,�
CIS,;
PY
SE L
0.30589
�19 7
Wate fp1r
OF THROLINAS
TEL [phone]
FAX [phone]
www.capefearengineering.com
DRAWN MR PROJECT
DESIGN MR NUMBER 650-06
CHECK BTS SCALE : V'=100'
g APPROVED : IVIR � DATE_ : 2.3-JAN 08 A,
+ a"�
�ve M Tom,,. r _ L)_
0 '
j
w r° �
ffiV pa
Y+`
TM kR I 5 { a
NUMBER
u
SHLET NUMBED
:., — — V

i
II
I.
f,
ti I -
I
I
` t
1
i
r
i II I'
I �I
j y ;'+•
if
POND 10-
+
I
d - -- - - - - - - - - - - -
if
._
I I
I � I
I
p
1 I!f l f�.� — I
I
I
i
r
—
,, i r la
t
,ter
I
f
TRACT ' G' � ; _ __ - - - - ��;_ __ - ._ __. . _.,, ,- � •�,�..,
I
(SEE SHEET SW-G)-- - -
-
1 1
1
N 89 `47' S 2"E17
I
:
i
I
L: —
r
f/
_
l
TRACT BOUNDARY
■ . 7` BERM
O
U1 O
O Oi 0, U
U� N OTE:
■ tom- TRACT TO BE SOLD AND DEVELOPED BY
00 C - 00
OTHERS. DEVELOPER RESPONSIBLE FOR
OBTAINING INDIVIDUAL STORMWATER
PERMIT. TRACT TO RETAIN ALLOCATED I
IMPERVIOUS TO DRAIN TO SURROUNDING
NON -DISCHARGE LAKE SYSTEM FOR 1
TREATMENT.
- - -- _- -PROJECT BOUNDARY
S89°47'36"W
1129.21 _
I
I _
,I
I ''1
I
f � f
100 0 100 200
1 INCH = 100
s
1;
}
1
s
1
-
i
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGP"'
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 11.32 AC.
3. LIMI I OF DISTURBANCE CONNCURREN I WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
nIRFCTTD BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. WETLANDS SHOWN PER PLAN.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS TFIAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
I
SEQUENCE OF CONSTRUCTION,l
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS. 1
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEEDASREQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE ARFAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
�I
I
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
I-2 tons
Yr unchopped,
unweathered; avoid weeds.
Shout orr�e from wlw or oats;
PTIT hard or machine; must
�e tacled down.
TVKAPnRARY "�FFNNr,
GRASS TYPE
1000U AMOUNT
TIME
INITIAL
MAINTE ANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
AMOUNT
TIME OF
GRASS TYPE
1000 S
SEEDING
BERMUDA, COMMON
1-2 LIDS.
APR. THRU JUNE
FESCUE, TALL
5-7 LBS.
SEPT. THRU OCT.
(KENTUCKY 31)
FEB. THRU OCT.
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
INITIAL
MAINTENANCE
25 LBS. 10-10-10
MARCH — APRIL
EACH 4-8 WEEKS
AUG. — SEPT.
12 LBS. 10-10-10
1-2 LEIS. N.
12 LBS. 10-10-10
25 LBS. 10-10-10
IFEB. — MARCH
MAY & DEC.
SEPT. — OCT_
12 LBS. 10-10-10
1/2 TO 1 LB. N.
12 LBS. 10-10-10
25 LBS. 10-10-10
IFEB. — MARCH
1/2 TO 1 LB. N.
NA
NOT TO SCALE
PROJECT BOUNDARY
TRACT BOUNDAP)-
DRAINAGE BASIN
SYSTEM BOUNDARY
DRAINAGE BASIN
LABELS
WALE
WETLANDS
PROPOSED LAKES
EXISTING I.Af I
T-I SILT
G I t/J LT
FENCE PROTECTION
NOTES
IMPERVIOUS CALCULATIONS:
OTHER = 9.62 cc
TOTAL = 9.62 cc
I UTAL PROJECT ARFA = 11.32 ac
IMPERVIOUS AREA (100) = 7
TOTAL AREA
9.62 cc (100) = 85.00
11.32 cc
,aaaaatau��ubte�p� i
CARP `.
Q 6)/- 0To
z
n, SEAL
Ol
p
VI
Water car
"IF'THIP p kC->L.IWAS
ml!m ulM,�i iwn CAPE FEAR
�iallu�ld�w�^9�IU�I��I glliiilPory � ��rUlhinlll� .
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN :
J.
BOYD
PROJECT
650-06
NUMBER
DESIGN J. BOYD
CHECK
D.
Fennell
SCALE 1"=100'
APPROVED :
D.
Fennell
DATE 01 MAY 06
VN
�j
1 N A Uflao

,
ht
{ Ih
}lily-, {: rl; iliyr
y�,yEl
I I.•I, i,
-
.x
i u
_
-
;7 .
7,1
;t1, r J.. I, .•I
r'' I
/ ,+ s,/I,
/rI
,�
r,
, .
I,
Ilii I„f
�+ IiII
ti
�� ,; ,
W �.
,,
1 Illlyyi
,\
-
ilrr
TRAC
39.5
},
fill ! L
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 34.28 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. WETLANDS SHOWN PER PLAN.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF —PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTiON CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
I-2 tons
Lnw' atthherreed; aavped'oid weeds.
Shaul c e from wheat or oats;
pr b ld or machine; must
�e tacked down.
TEMPORARY SEEDING
56 o�S I �8 F
0 100
1 INCH = 100
- -- TRACT BOUNDARY
TRACT BOUNDARY
GRASS TYPE
1000 SF.
SEEDING
INITIAL
000 SF.
TION ANCE
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S .
TIME OF
SEEDING
FERTILIZATIO&ZW—OO SF.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
IBSPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. -MARCH
1/2 TO 1 LB. N.
NA
95f
60' ROW
30' 30'
20' 20'
2' 18, 18' 1 2'
1" FT. FT.
1 T. 1 4": FT.
2" 1-2
24" CURB & 8" ABC
GUTTER 'A' (TYP)
COLLECTOR STREET
SECTION
NOT TO SCALE
X G30 8' INTERVALS,
3,000 PSI CONCRETE SIDEWALK, �• ��
BROOM FINISH, SLOPE 1 /4" /FOOT SCORING
IN DIRI ('TION DF DRAINAGE 1/2" FXP. JOINT ® 24'
INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
COMPACTED SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
NOTE:
CURB & GUTTER 'A' IS FOR USE
ON RESIDENTIAL COLLECTOR
STREETS
JRB
''LOPE AWAY AS SHOWN
CURB 8c GUTTER 'A'
NOT TO SCALE
II
�N �R
AND
c
�%RIQ AQ1
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
STAKES
SEDIMENT FABRIC WITH
WIRE BACKING
RUNOFF WATER
WITH SEDIMENT
DROP INLET
BURIED
SEDIMENT FABRIC
FRAME, GRATE & HUOD
N.C.D.O.T. STD. #840.037
N
t�
z (S' 2'-2„ 6„
I _
Lr.
N
cp�
�I SECTION X
BACK OF CURB--\
i
PLAN
"'t SECTION Y
CURB INLET
NOT TO SCALE
CROP INLET
ITH GRATE
1499
■CI MTY
NOT TO SCALE
LEGEND.
i fff iff ffif fef iffefff
DA-2
44
w w w e
PROJECT BOUNDARY
DRAINAGE BA.151N
SYSTEM BOUNDARY
DRAINAGE BA5IN
LARFI �
WETLANDS
PROPOSED LAKF5
EXISTING LAKF-
CI NIT + SILT
FENCE PROTEC-TION
IMPERVIOUS CALCULATIONS:
STREETS O.Do ac
SIDEWALKS = 0.00 ac
LOT #1 = 24.70 ac
LOT #2 = 4.15 ac
EXISTING IMPERVIOUS _ 0.00 ac
TOTAL = 28.85 ac
TOTAL PROJECT AREA = 33.94 ac
IMPERVIOUS AREA (10U)
TOTAL AREA
28.85 ac (' 00) = 85.007.
33.94 ac
Cq
0
FES3�0
s
9- SEAL +'
ova
Wate rrNE ARHo
DRAWN :
B.ELVINGTON
PROJECT
650-06
DESIGN
B.ELVINGTON
NUMBER
CHECK
D. Fennell
SCALE 1"=100'
APPROVED :
D. Fennell
DATE 14 JAN 04
WATERFORD
STORMWATER DESIGN
TRACT'Kt
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
® PROJECT NUMBER
fi.�(rl— lAc.
SHEET NUMBER
C,IAi_V

Storm water Management P/ans
GENERAL CONSTRUCTION NOTES:
1) THE CONTRACTOR IS RESP❑NSIBLE FOR VERIFYING THE L❑CATI❑N
OF ALL EXISTING UTILITIES PRI❑R TO C❑NSTRUCTI❑N,
ABBREVIATIONS
SDMH
STORM DRAIN MANHOLE
FH
FIRE HYDRANT
DI
DROP INLET
CI
CURB INLET
SSMH
SANITARY SEWER MANHOLE
WL
WATER LINE
IE
INVERT ELEVATI❑N
RIM
RIM ELEVATI❑N OF �, I Kuu i umL.
LF
LINEAR FEET
DIP
DUCTILE IR❑N PIPE
PVC
P❑LYVINYL CHL❑RIDE
ELEV•
ELEVATI❑N
GV
GATE VALVE
MIN.
MINIMUM
TYP.
TYPICAL
HP
HIGH P❑INT
LP
LOW P❑INT
CONC.
CONCRETE
RCP
REINF❑RCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
TBM
TEMPORARY BENCH MARK
STA,
STATI❑N
BOA
BLOW OFF ASSEMBLY
NIP
NEW IR❑N PIPE
for
Le/and, North carc>ll"na
SW8 020510 - LAST APPROVED: NOV. 25) 2002
MAGNOLIA CAI=\LLN
GOLF PLANTATION
GLENDALE SUBD.
S
Ff" �/
i 4
z',
76
W'AT'
t
1
17
=1r�-
�%;
,/
J
/j// �i
TRACT
SCALl- 1"=
TRACKING CHART
I/ /
A
B
C
D
E
F
TOTAL
TRACT
5.36 AC
5.61 AC
0.00 AC
ROAD`;
2.70 AC
0.00 AC
0.00 AC
0.00 AC
0.00 AC
13.67 AC
26.80 AC
I�UII hINC`
0.00 AC
18.71 AC
7.93 AC
0.16 AC
SIDEWALK/
0.24 AC
0.17 AC
0.07 AC
1.80 AC
0.00 AC
0.00 AC
2.28 AC
PARKING
OTHER
0.00 AC
0.00 AC
0.00 AC 1.41 AC 15.00 AC
2.77 AC
19.18 AC
TOTAL BUILT
UPON
5.60 AC
24.49 AC
10.70 AC
3.37 AC
15.00 AC
2.77 AC
61.93 AC
TOTAL AREA
406.02 AC
96.46 AC
24.70 AC
6.49 AC
29.28 AC
3.46 AC
566.41 AC
PERCENT
BUILT UPON
1.38%
25.39%
43.32%
51.93%
51.23%
80.00%
10.93%
SUBMITTAL/
SUBMITTED
SUBMITTED
SUBMITTED
SUBMITTED
SUBMITTED
SUBMITTED
APPROVAL DATE
02/2003
02/2003
02/2003
02/2003
06/2003
06/2003
REVISIONS
REVISED 06/2003
REVISED 02/2003
TO INCLUDE
TO INCLUDE REST
TRACTS E & F
OF PROJECT
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
INDEX
COVER
SW
-A
TRACT
'A'
SW-B
TRACT
'B'
SW-C
TRACT
'C'
SW-D
TRACT
'D'
SW-E
TRACT
'E'
SW-F
TRACT
'F'
Arpn®v n
NOnT'I c' I".4
L:.._._.: Cr 1aiL�l,CJALIiY
Dec � 0�pormit
JUN I `"w3
DWQ
PROJ # sue.L�10 =3 b
m
D
3
w
0
En
i
0
0
Ln
cn
3
0
0
LD
Lo
Ln
a

,
-,_
__ _
ii�
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- - - --_ _� - - _ - _ - - - - - __ - -_ - ._ - - - - - -- - - - - - \. �\ \ ,
Zi;
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-�- _-.�»�. - �.-.-.m.__.-- - ._.- � -_-. -� _-. F�i___
__. -_._� .��..«w ^'._ -_.' � i�`.< \. ~ '�` ti� I�� ��I I . I i'�` - - -- -- - - - - - _ _ ( FRAM GRATE & HOOD
�» .. -_ - -- - __ -_ d -- - -� z . - -- - - - -- _- -_ ` ¢-- ,_ _� a -_ - - - _ _._ - - - - - ' -'-- - _ N56'23'37"W _ t \\ i_ti' 1' E'
___ - :. _ - - - A -- - - _ - - -_- -- _._ _ - _ - - -- - - - 7"W - -9. ''e �. \ � I I , I If I
.® �._ - _ N.C.D.O.T. STD. # 40. ,� - - _.. -__ __ - - - --- --- - - - --- ., -
� .m - = - - - - _ - - --- - _ - - 9 p4 179 9 R<3 96� i\ \ °� � ` J J 8 03B
-- }
N4835'29"W .� - _ -. - - _ __ _ _ -. 1 2 - � � ` \ 1 1+
�s ; �� _� N48'35 29"W -- -- _ - y_ - - - - - T -- - - N5 202 �\ ?S9 - ,` '" \ i 1 ' + l;
"' - - - -- ____.. - N56-01�57"W am =�►� 9G' A 1 I
1099 75 _ - ��. - _
N48 35'13"W - N53'35'31 "W - �- 328.9��J`�-400 \ \ �, , k 1
-- -��a
_ - - _ _
- - - -
mm - 21 18 ' �s�� --��- _9045-_E-� 79' - ��i i {t I N
I
_- q
1A�II, , /vI ;I
-=� SWALE #7 �� \t \;, "N `; I t +; � :
�- EMERGENCY OUTLET. { 2 t ,: i I }
- -
r,.
I
;=' ��`�� _- - POTENTIAL WETLAND �''
d 3 �o - 1 - -
TO BE STAKED AND ���� ��v�f
k
1, i
,� i ��; v� ��` � v, E d i - I
I z 6" 2' 2" 6"
. , �,d , � ,
tditn PROTECTED WfT_H SILT -
k�`I�4C`R-C'i E ` = �,
t
" �•,. �, _ ,,. FE N C - f 1,-' N
8 -_ 7
1 \
,
N m�1 k � � Z -�.. ,f .- ml' z2 - � I � \ y1
i
kvv�e P �OJECT I
J _._ �+{\
fi-"
1 - 11 \- `�� \, N ,D A R iy 200' 0 20©' 400'
.
PROJECT 2��& r \ u_ _,�,� �y \ �\ ��
1 SECTION X
- -.� �\ INCH = 0'
BOUNDA :�
R Y - I �, -iL ,- , •. v v y 1 20
fN �.-\
v �-- FUTURE _- ��f, ,�v ; ,,
i _ _ K OF CURB
$ __ ,
.-.�. - 6$ $ D E VE L 0 P M E N T ,� f I �� � \\� ,` X
r
a*'_�- N655fl f s' _ll� � yam _ �'\
� I % / / �V',� i
l
N' r
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-- � N
_ =
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s
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V
i" u , , POTENTIAL WETLANDS � SWALC +`, �. ,�
>"/- :/ �'I',� ;4��s Ir�ACT E / �� ��,��aN� ��v / - - 6
��� ��� % /, /r / _ - -, I I I S44'37'41"E 513 9hi �`9`2 . CB� OB , _., I TH SII T � VA \ �/ e
/ �,, 250.gy a ( ROTECTED WI I
__ / ; � .� -,� '- ;- --" - -_ -% '''•a�`�'� � SEE SHEET SW- E) P � ,' I_�
�� \ - �:B10C FENCING v /
r �--___ - FUTURE N - -
",, - \ c 1 n N , /
��' ,- /- i v E� �A-� --�
r • � vv L_: L_ I DEVELOPMENT
/\
_
�D✓ --- _ -
DA 12
- -11 }
,� -- U _-
---
i
� zr � � � _,__ �.1a `� SECTION ._�
�:
f__ ( l� g %�. ! \\ \l \
k / ` �- \ \ / `� / \
- \ 11 1_/ I --- )
y �r % r
-- - - -'- --� _/ A -_ ' _ CURB INLET
-{ y _ - -
i..
- -
ION TO SCALE
n
��.! RECIRCULAT ��� `'f� ` i" NOT 1
�1 c
--- y ,\ i A PUMP #2 �� A 50' Row
" ' � ' ' A TI �_. �_.<
r
/
�� $ ON
- 9, v RECIRCUL I �%
, F I
" 1 PUMP 1 CB�SK v� v \ 25' _ _ 25'
_ � �' � -� .� \ ' � CBBJ _�L 4 � �� v �, � 13' � 12 12' - � y. 4�
- - I - -4,;,_ , I / , \
I \ \
1 _ �,',`i - I�___,�_,) � \ '-�
- ) , b�� ,
_ -
�! / 5 „ / 1.
-
` � ti i( N -ro, A -1 4 I j �.^
,
0 F --� 4^. FT
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N - :.. -
j \
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I x r
=s �.. p - a
torn to W 1 1� k� �•.� �� �',r1 / �'� FESB(I) l �\ u,�� ✓�� / w \� \ 1-1/2' I-2
- -I - V �-�I <� V� ,�' ,, �' N �� 1 V�, 6" ABC Li'
TRACT B - TRACT D , % z 1 6" MIN. IN
z
24" ROLL CURB & -
I 1 1 111 BEHINDI-
-- I _ 10
\\ , ,\R 1 ` �1 GUTTER (TYPICAL) CURB N
F SEE SHEET SW-B _ i / l (SEE SHEET _SW ) �` � 1 1
_. --- - 1-- __ , __ ) :, f _ I CB8E /r CRTC ! f 11
-� _ _ -� --�}� 3 ��
���
-�`����� _ -- ___ �= �;�i'y �!���_. _��, cB�B FEs�6 �� 1� i�t RESIDENTIAL STREET
,� w _ _ ,<v� cB�H FEs�A Q �'; 1 �`I 1 SECTION (CROWN)
�I/ ---f '" � I� { f -:=, 6- __ _ :�^'r' I � / 1, /�:CB7D CB4B 0\ 1 It (ROAD F, PORTION OF ROAD I)
-\ `
i _ _ i ,'' : ' \�\ JB9D ,� I` 1 I
/ %<,°>\ / - " CB8F\ I� �" t M OS4A 1 1 NOT TO SCALE
oI ,, v k�V�_� \ i JB9�, CB9B / �) i/� '� - _ I
�` a ;
-.- y
N� i "/' / v. i / l!1/'�� �: _ l�� - N �y All, 1 50' ROW _
0 l � 4r; ; )/ ,� ',__ / �\ ft% /-CB8G �' _1Lsii1, CB8C � / JB6NI I I 1 - - - - -
Ir +f Il -w
( ,w.
1 , i ! - -r_'t -
-'`-- . a ., „\_\ .;, , i D A - 6 I 1 1 I .� / 25' 25'
f v ��� . _ �'� 1 I. - _ ,_ -
I
\ % ; r- _ .'�' � ' 'err - '� - / i 13' 12' 12 13'
� v �,,, , / , � , � v _ - ;� I DA CB7G FES6E FESSB - - -I I ! I I � I - -
_. / //
{ , - :.. ; \ h ' D - CB7G `� FES4D I ,� i 2' _ 10' _ _ 10' 2
;
,
;:
y 9 i /r . CB9A �`3 1 III t " y
/� 1 - A 8 s� �. CB6C CBSA /
r _
' I % 1 e/ 1/ I I f 1
(\ /� ��/ <\ % ��'�� D A - 1 0 �� o� / ,_ �� F ��o ��` & C B 4 C 111 1 / FT. 1 i4"::IF?
\� ,
\ -
n
�� �, ,� ��� 9 DA 1 1 13 0 CB6B �' ,- i II 4":FT. 1"/
/ \ / ' / __ I C� \ s II 11 II I // i
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5d MIN /�`J_ /�� i`�FIE 6 9jS3 I I I I I� �� 1-1/2" I-2
�y , i,/ �
d I I 6 ABC
I . _. �f�%�,�� � �� R� ?3''`^ - I � I�� ICI � II I �I 6" MIN.
r 1g y�
1. \� / I � / I I I BEHIND -
/ i f f G-i / e� ��
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p1. % �'� / \_ I�i` �� -�= - % / FE �6A 1+s„ / C��* I I FES3L [ I�I I I I GUTTER (TYPICAL) CURB
Q / `, v�. % RAJ �). 1 I FUTURE TU rR E I 24" ROLL CURB &
o .. . \� ���`� 1 0 I lid /� - _1 _ *� � CB3J I IJI I I II
//-; v o.
4 STONE - 6' ,"t". I �� ''�f' -�-__� ��; �_ ���K n - I Ih II II ��I RESIDENTIAL STREET
/ DCVE� PMCNT
CD �, �r ��� �j T FES6D III IIII 11 II
z ' �^ ��'� v '� I �� , 1 II I I I I -
`� ,� yMr' ti SECTION SUPER ELEVATED)
. / �,' <__� 2 �4''�� I I I I 'I I'� ��I
�d l ,� ; i - �`� ;vim as.A.
......... .........
... .
� �� I
:- �, IQL Nf; ,; � / �/ / ,/ /_, DA-4 I IIII I I J ROADS G. J, K, L, M, ���)
11
w PLAN so ,� - - f.� III
sss�s, ;' � ,7 , a /�t f i \ III IIII I I� I NOT TO SCALE
s - � I III
35' t 15' t Boa / e/ ` oti �' �� _/ ���� /'� 03D / I� I I
F� / �`,I 1 v ^°ti , /�/ CB3�I), `I� �' f I I i ��1f I I 50' ROW
�.
�,,,
_ - -
/ ,/ i : � \ , I 2�' �� a , - 1 �: .�� / I 1 I �I �- ,
�,• �i �, �� /' _CB3C I I I I � t6 - 9 '�
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� I �� �� ��� v�o oo. / �, �` � - f�` l / V �-�N "r vv C B 3 B 1 / i� 2' _ - -
It rb I " r 0� o /y i / \' \ h, r/ I \1 i'' ,,\ \ -� \\) `! t'' r 4 / I "
SECTION / r / SEE $HEv�uu�C) = ��� i 3=A-�� ,��� ��� G / /a 1 SFr. 1�4"F
I �) I 3 /
s x�s� N` 1 ry0�''L/ 0 rye S l I ti_ 4" / FT
TEMP. CONSTRUCTION 0,� �'B3FS / /I r. r1.
` , : _
N TR AN C 41 R ',, ` _ a i ;' " ��.� �Ss CD,4,- 3 11 1 I 1-1�2" I-2
�� s-
E E R\ r� F;�
�_� yv / ,� �___ - vv ���<j CB1 D - /� �'/ s" ABC
PROJECT � I yw ti / /< vy `.., ����__.O.�_,,FES1-F - ro a) i / w
NOT TO SCALE N .0�4� r<.,' l \ ��iA; ; `,, �e > > ��.� 1 / 6» MIN. I zo
94 -
BOUNDARY _
, �� 8; / �,.-, = TRACT F �o �J 7 f BEHIND `� 5 �
Oiy / %; �, / 1� CBS C l I it / GUTTERL(TY ICAL CURB V)
GENERAL NOTES: -LFUTURE 8 A0. � 1 -
44 CB1 A,�
/ DEVELOPMENT '°�v�,� ;� (SEE SHEET SW-F) titi�''��� �+ _ cB1`" �' 'ONE-WAY RESIDENTIAL STREET
VERIFY ALL EXISTING UNDERGROUND D E VE LO P M E S,
1. CONTRACTOR TO MELD E �iY�� A 1. •- i `- A °s JB6 '- o Fop _& (-- � � 1! , q / , / � ; f
�, �� �� _ _ t, /i, / SECTION (SUPER-ELEVATEDUTILITIES BEFORE BEGINNING CONSTRUCTION. - )
[� ��' U - i / ,1I �,
�- 1s k/ a�° �4 �sa37 a - / (PORTION OF ROAD I)
• 4 -
2. TRACT 'A' AREA = 406.02 AC. . ` �o \ / ��� -,%�? r
- tio� �,� � CB;� B s, 3; ?. •'••---_�� , NOT TO SCALE
DISTURBED BY TIIE IMPROVEMENTS / __ /
(�11
3. NO WETLANDS ARE TO BE 9`'ss\ j fUB3 yf *59, . /
so I CB l f llI / l
SHOWN ON THIS PLAN. ? - y'O / fir Ii ' HAND WHEEL
°, �� : A�s��, F FES7/// // // r/�/ �� / - 1 8 LOW LEVELOUTLETI l l/� / �, 60"� X 24' (RASH RACK WITH -�
• / / / / ANTI VORTEX SUPPORTS AND
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT -
��� �`� � r � I � / Jlf� EXPANDED ALUMINUM TOP
BOUNDARY UNLESS OTHERWISE SHOWN. rJ Y '''
/ / / l�,r
�� _� ! / l// // /
-d- SIl T F-ENCE TO BE INSTALLED PER PAN AND/OR AS I°
�� '��� / �� �'71// // l / Il _--
DIRECTED BY ENGINEER SUBSEQUENT ',TO FIELD INSPECTIONS. r� 2F, f r / i . 1 Z , /.` / f / / -
yi P I \ O J E C T j �.i ] r/ / / / f/ / EL. VARIE i ,�
I
f
5. IMPERVIOUS SURFACES ON ALL LOTS ',TO DRAIN TO POND SYSTEM. !a' ,� ',� �--) J/ - - I
v - -�' BOUNDARY \� �-�//// r/ '` I �_-
1<111 \N� �3 f / //// // 12„
6. ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS.
I / 1\ / )
�/ r /
V' I \ �` r ' � _5 1
dam, G �,p r / 1 / NORMAL WATEP SURFACE EL. 19.0
SEDIMENTATION MAINTENANCE PLAN kp \1 ;! / �'� `> r ti / i / I (CONTROLLED DIY RECIRCULATION PUMP)
� X �0,1 r.) -1 I / / / /
�yF , y, � 6. --i -D l / l /
�,� j / it /C­// / //.
1. ALL EROSION AND SEDIMENT CONTROL/ / f N -
PRACTICES WILL BE ^y �- %tK' �/ `C� 'f'c
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY ��� ��� I11 _ lJ _- cy l lid l i l
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE S
. I/ Ti / ) /
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO fc /( /
I i 36"� ALUMINUM
e;� <� - / ' / STEM OEXTENSION TO SECURE
MAINTAIN ALL PRACTICES AS DESIGNED. _ - "I / i / CMP RISER
�� � �'" �% i v. l�? (-�� � -_- / l � / 36"� RISER. SPACING
AS REQUIRED
v
STAKES DROP INLET `` / ,�,,�.,
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED }1 = \ -� / / r"!"/l." i ,o, v n
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED - _ WITH GRATE \ I / f � f,c� r E' I iTAL
SEDIMENT FABRIC WITH
WIRE BACKING ,+ '' - f i C _;Jid 8" SLUICE GATE
OFFSITE. \ ' EASEMENT EXTENDS 10 FROM TOP
�;- �:r.i ci QUALITY
11
SEQUENCE OF CONSTRUCTION RUNOFF WATER Ij ���Q WITH SEDIMENT _ \ OF SLOPE ON BOTH SIDES I q� 'm 24" ALUMINUM CMP
01.1. INVERT EL\ ....... - - \ ., ". VARIES
... .......�x
...
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING. -. X, - 1,
- .... HA
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.. -
- -
DROP INLET
BURIED
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES. _ - -
SEDIMENT FABRIC ,-,� •
4.
CONSTRUCTION OF SWALES AND ROCK DAMS.
5.
TOPSOIL REMOVAL AND/OR STORAGE.
6.
INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES
EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7.
PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS
THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8.
PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
C rRADDE AND IN SEASON. FERTILIZE, WATER AND RESEED
AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9.
AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS
STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING
DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
MIII
rHINC; MATFRIALS AND APPLICATION
RATES
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
J- -
a. � L
n
a
�_ L_ . L
as e
MATERIAL
RATE PER AC
E QUALITY
NOTES
STRAW
1-2 tons
Dry, unchopped,
Should come from wheat or oats;
spread by hand or machine; must
unweathered; avoid weeds.
be tacked down.
TE-AADnD ADV cr:-r'nlNlr
I_ 2'-0"
REVERSE SECTION
- �__ - - - __ -
a
. a
4v a. a . ,
2'-0"
STANDARD SECTION
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
STD. CAST IRON
FRAME & GRATE
14,
36"x 36"
1 L I Y 1 1 v, ♦ I v..
v .- _ .. .-
AMOUNT
TIME OF
FERTILIZATION 1000 SF.
GRASS TYPE
1000 S .
SEEDING
INITIAL
MAINTENANCE
RYE GRAIN
1-2 LBS.
I NOV. THRU JAN.
25 LBS. 10-10-10
NA
I NA
NA
BROWNTOP MILLET
1-2 LBS.
I JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
I NA
PFRNA ANFNT �FFnINC.
GRASS TYPE
AMOUNT
1000 S .--SEEDING
TIME OF
FERTILIZATION 1 0 F.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
FEB. THRUUOCTT
25 LBS. 10-10-10
126LBS. MARCH1010-10
/2 TO DEC.
LB. N.
12 LBS. BS. 10 10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. -MARCH
1/2 TO 1 LB. N.
NA
PRE -CAST .."
CONCRETE
RISER BOX
s
6" GATE VALVE
GROUT _
24"O CPP
,r
��, mil.
�
OF { - \ \ �
i.J_ \ \ \ `�' 90 A'1
\ .�
/! \\\ \ s 4
i ,
- 1.,, ,
STORMDRAIN SCHEDULE _
Line
Length
ft
Size
in
Mat'I
Slope
%
Invert
Down f
Invert
U ft
Rim El
Down ft
Rim El
U ft
Line
Length
(ft)
Size
(in
MOO
Slope
Invert
Down f
Invert
U ft
Rim El
Down ft
Rim El
U ft
FES9E-JB9DI
60
18
CPP
1.92
19.00 1
20.15
20.50
30.75
FES4D-CB4C
26
24
CPP
0.20
18.57
18.62
20.57
25.69
JB9D-JB9C
220
18
CPP
0.25
20,15
20.70
30,75
27_
C�,4,+�_G44R
5t?
24 -
CPP
CPP
0.20
_ 18,62
18.`/2
25..64
25.70
JB9C-CB9B 1
140
18
CPP
0.25
20.70 1
__
21.05 1
25.37 1
23.86
CB413-OS4A 140
24
0.20 1
18.72
19.0-0 1 25.70 1 22.00
CB9B-CB9A
22
18
CPP
0.23
21.05 1
21.10 I
23.86 1
23.86
FES3H-CB3I
40
18
CPP
8.00
18.00
21.20
19.50
24.89
-
FES81 CB8
23 7
24
CPP
0.25
1 .51
9
20.10
21.51
3.
2 53
-
CB31 CB3J
62
18
C PP
0.50
21.20
21.51
24.89
24.78
CB8H-CB8G
22
18
CPP
0.25
20.60
20.65
23.53
23.53
C83J-CB3K
50
18 1
CPP
0.50
21.51
21.76
24.78 1
24.74
CB8H-CB8E
205
24
CPP
0.20
20.10
20.50
23.53
24.75
CB3J-FES3L
70
18 I
CPP
2.10
21.51
23.00
24.78 1
24.90
CB8E-CB8F
22
18
CPP
0.50
21.00
21.10
24.75
24.75
CB8E-CR3E
85
24
CPP
0.25
20.50
20.71
24.75
25.03
FES3A-CB3B
441
24
CPP
6,80 1
17.00 1
20.00
1 19.00 1
23.78
CB3B-CB3C
36
24
CPP
0.28
20.00 1
20.10
1 23.78
1 23.78
FES8L-CB8KI
323 1
24 1
CPP 1
1.08 1
17.00 1
20.50 1
22.30 1
24.22
CB3C-OS3DI
62 1
24 1
CPP 1
0.08
1 20.10 1
20.15
1 23.78
1 23.00
CB8K-CB8JI
177 1
18 1
CPP 1
0.25 1
21.00 1
21.44 1
24.22
1 25.24
CB8K-CR2C
1 61
1 24
1 CPP 1
0.25
1 20.50
1 20.65 1
24.22
1 24.23
FES3G-CB3FI
56 1
18 1
CPP
1 6.25
1 18.50 1
22.00
1 20.00
25.36
CB3F-CB3F
1 36
1 18 1
CPP
0.28
1 22.00 1
22.10
1 25.36
1 25.36
FES8A-CB8BI
64
1 24
1 CPP
1 4.80
1 19.00
1 22.05
1 21.00
1 26.31
CB8B-CB8CI
22
1 18
1 CPP
1 0.50
1 23.00
1 23.10
1 26.31 126.31
FES1F-JB1E
311
1 18
CPP
0.76
1 18.50
20.85
1 20.00
25.50
CB8B-CR1 C
1 83
1 24
1 CPP
1 0.25
1 22.05
1 22.26
1 26.31
1 26.50
JB1 E-CB1D
6
18
CPP
5.83
21.65
22.00
25.50
25.06
CB1 D-CB1 C
36
18
CPP
0.28
22.00
22.10
25.06
25.06
FES7B-CB7H
60
1 24
1 CPP
1 6.60
1 18.50
1 22.45
1 20.50
1 26.86
JB1 E-CB1 B
150
18
CPP
0.20
21.65
21.95
25.50
25.01
CB7H-CB7G
22__i
24
1 CPP
1 0.22
1 22.45
1 22.50
1 26.86
1 26.86
CB1 B-CB1 A
68
18
CPP
0.10
21.95
22.02
25.01
24.94
FES7A-CB7D
50
1 24
1 CPP
1 6.60
1 18.50
1 21.80
1 20.50
1 26.02
FES1-CB1
22
1 42
RCP
0.19
18.32
18.36
1 21.82
27.61
CB7D-CB7CI
22
1 24
1 CPP
1 0.22
1 21.80
1 21.85
1 26.02
1 26.02
CB1-CB2
111
1 42
HDPE
0.19
18.36
18.57
27.61
27.36
CB2-FES7
18
1 42
RCP
0.15
18.57
18.60
27.36
22.10
OS6M-JB6N
1 120
1 24
1 CPP
0.00
1 21.50
1 21.50
1 23.50
1 26.50
CB2-JB3
326
36
HDPE
0.10
18.57
18.90
27.36
25.45
JB6N-FES6L
120
1
0.00
21.50
1 21.50
1 26.50
1 23.50
JB3-JB4
150
36
1 HDPE
I 0.10
18.90
1 19.05
25.45
2 _ _ 0
JB4-JB5
44
36
HDPE
I 0.10
1 19.05
1 19.10
26.50
27.13
FES6A-CB6B
I CPP
1 9.00
1 18.00
1 20.99
1 19.50
1 25.12
JB5-JB6
143
36
1 HDPE
0.10
1 19.10
1 19.24
27.13
27.80
CB6B-CB6CI
22
1 18
1 CPP
1 0.50
1 20.99
1 21.10
1 25.12
1 25.12
FES10A-CB10B
45
1 24
1 HDPE
I 0.10
1 19.91
1 19.95
1 22.43
1 22.50
FES6D-FES6EI 140 1 24 1 CPP I 0.00 1 19.50 1 19.50 1 21.50 1 21.50
CB1OB-C1310C
1 20
1 18
I HDPE
1 0.25
1 19.95
1 20.00
1 22.50
1 22.50
CB10C-__ )DI
86
1 18
1 HDPE
1 0.50
1 20.00
1 20.43
1 22.50
1 22.93
FES5B-CB5AI 60 1 15 1- CPP 1 7.18 1 18.00 1 22.31 1 19.25 1 26.20
CONCRETE--/
BLOCKING 11
GATE VALVE DETAIL
SWALE
NOT TO SCALE
POND SCHEDULE
EMERGENCY
OUTLET
RISER
EL.
;NORMAL
HATER EL.
#1
20.0
19.0
#2
20.0
19.0
POND
SURFACE
AREA SF
NORMAL
SURFACE L.
BOTTOM EE.
SEDIMENT
REMOVAL EL.
RISER EL.
STORAGE (CF)
1
22,283
21.0
15.0
16.5
23.0
5Z,�7rQ _
2
53,682
20.0
14.0
15.5
--
INC. IN #5
3
28,830
21.5
15.5
17.0
23.5
66,896
4
26,514
23.0
17.0
18.5
23.0
--
5
1 22,301
20.0
14.0
15.5
22.0
174,645
8
1,188,454
19.0
13.0
14.5
20.0
1,218,755
9
102,315
21.0
15.0
16.5
22.0
109,715
10
137,460
22.0
16.0
17.5
23.0
144,855
TOTAL
1,581,839
1 VARIES
--
--
VARIES
1,767,236
RISER STRUCTURE SCHEDULE
NORMAL
WATER
SURFACE @
RISER
TOP RISER
ORIFICE
INVERT
STRUCTURE
ELEVATION
ELEVATION
ELEVATION
PIPE SIZE
#3D
23.00
21.00
20.15
62 LF 24" HDPE @ 0.08%
#4A
22.00
20.00
19.00
140 LF 24" HDPE @ 0.20%
OS#6M
23.50
21.50
21.50
120 LF 24" HDPE @ 0.0%
v P BOTTOM
ir 0 _ • • • _
Z U
N Q <V
• • •
�- #6 REBAR AT 12" O.C.. EACH WAY
INSTALL 24110 RISER
3 LOCATIONS
EM'---RGEN CY OUTLET STRUCTURE
DETAIL
NOF TO SCALE
STD. CAST IRON
FRAME & GRATE ORIFICE PIPE INVERT
TOP EL, ' AT WATER SURFACE
WATER SURFACE EL
_-_._ _ ____
---I_- _"
36"x 36" PRE -CAST
CONCRETE RISER BOX
6" GATE VALVE I A�,�
(SEE GATE VALVE
DETAIL) PIPE
INV. EL.
777 777/ ,_ , i
WATER SURFACE EL. AT OUTLET
� ^, N ems..
.x * . -
. `:-r'- . SECTION NOT TO SCALE
STONE BASE - POND RISER
INV. EL.
3,000 PSI CONCRETE SIDEWALK, 7
IF SCORING ®8' INTERVALS,
BROOM FINISH, SLOPE 1/4" /FOOT 3/8" x 3/8" 1/2" EXP. JOINT ® 24'
IN DIRECTION OF DRAINAGE INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
COMPACTED SUBGRADE NOT TO SCALE
CONCRETE SIDEWALK
V, l�
J
I'll 1 74
s , 76
MAGNOLIA PROJECT
GREENS SITE
1499 " r
� -il
p� 551
1438 7`''
17 566
i, >, "'Ij
VICIN&YMAP
NOT TO SCALE
LEGEND
MEM=4 PROJECT BOUNDARY
TRACT 1OUNDARY
DRAINAGE BASIN
D A - 2 DRAINAGE BASIN LABELS
WWALE
PROPOSED PONDS
EXISTING POND
,�_- - -- y-
•,w. . •°- POTENTIAL AEC
CD
POND NO. (SEE PON[)
SCHEDULE THIS SHEET)
Cl WITH SILT FENCE
PROTECTION
IMPERVIOUS CALCULATIONS:
STREETS = 5.36 ac
SIDEWALKS = 0.24 ac
IOTAL = 5.60 ac
TOTAL PROJECT AREA - 406.02 ac
IMPERVIOUS ARLA (100) = %
TOTAL AREA
5.60 ac (100) = 1.38%
406.02 ac
\`1111111III11//////
CAR
\.��\� of E.��'f o`/�� /�'�
1 � ��9
= SEAL `� =
02908
_,��
OF THE CAROLIWAS
I" Ia �
CAPE FEAR
I.
�I,
1"��� 1"11,... ,F,'I
r"_ ,,, ',­.....
..:
Engineering, Inc.
151 Poole Road Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN :
J.
Petroff
PROJECT
650-06
DESIGN :
J.
Petroff
NUMBER
CHECK
D.
Fennell
SCALE 1"-
-200,
APPROVED :
D.
Fennell
DATE : 14 JAN 03
WATERF'ORD
STORMWATER DESIGN
TRACT 'A'
MANAGEMENT PLAN
PROJECT NUMBER SHEET NUMBER
650-06 SW -A
i
22
m
3
Q
i
U7
1_o
0
0
(-o
07)
co
0
i
0
0
C-o
■o
s

MEND
— — PROJECT BOUNDARY
DRAINAGE BASIN
SYSTEI" f BOUNDARY
DA-2 DRAINAGE BASIN
LABELS
W W W
r W W W WETLANDS
W W W i
PROPOSED LAKES
EXISTING LAKE
Cl NITN SILT
FENCE PROTECTION
ITES-
IMPERVIOUS CALCULATIONS:
STREETS 5.61 ac
SIDEWALKS 0,17 cc
163 LOTS 18.71 a
EXISTING IMPERVIOUS = 0.00 cc
TOTAL = 24.49 cc
TOTAL PROJECT AREA = 96.46 cc
IMPERVIOUS AREA (100) = %
TOTAL AREA
24.49 cc (100) = 25.39%
96.46 cc
\\\\��lunu►1l„��
CAR?O
Q�pFESsjoy9 q ',
c'
- SEAL =
02 08
ZZ
fjl�p '11111f111}1 \ \4
6/2510.3
Wate r pO�d
F THEROLINAS
CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN
J.
Petroff
PROJECT
NUMBER 650-06
DESIGN J. Petroff
CHECK
D.
Fennell
SCALE 1 "=100'
APPROVED :
D.
Fennell
DATE 14 JAN 03
WATERFORD
STORMWATER DESIGN
TRACT 'B'
PROJECT NUMBER SHEET NUMBER
650-06 SVV—B
m
3
M
(1�
0
0
Ln
Lo
CO
O
I
0
Ln
co
Ln

fllul}' `�ljllll
1
50' 0 50' 100'
1 INCH = 50'
n
40
CI#35
4' SIDEWALK
� I
ro 1
l I ii.
I
I
1`
1 �
I
I
� W ,
i �T
I z
TRACT BOUNDARY
i
I
i
50' RO
0
N - CI#2f (_0
N U
$6
NOTE: 36" CONNECTOR 1r
PIPING THRU TRACT-C I 85
TO CONNECT FUTURE -
DEVELOPMENT TO
I
NON -DISCHARGE SYSTEM
-- (3-6'_ -P LU-G }
0 1 1 1® 1 1 1 N89°47'23"E
2784.33' PROJECT BOUNDARY
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
STRAW
1-2 tons
Dry, unchopped,
unweathered; avoid weeds.
d orr�eNOTES
s read �i hand or mom ac. .liner must
be tacked down.
TPKAP('1RARY gFFniNC,
JB#34
�j <D
GRASS TYPE
AMOUNT
1000 S .
TIME OF
SEEDING
INITIAL
R I I .
MAINTE ANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PFRMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S .
TIME OF
SEEDING
FERTILIZATION 1000 SF.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
'N�
CI#33
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 24.70 AC. DISTURBED AREA = 24.70 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFS] TE.
STORM DRAIN SCHEDULE
Line
Length
(ft)
Size
(in)
Not
Slope
(�)
Invert
Down (ft)
Invert
Up (ft)
Rim El
Down (ft)
Rim El
Up (ft)
FES#I-CI#2
13q
36
CPP
2.q1
16.00
20.05
20.00
25.87
CI#2-CI#3
44
36
CPP
0.20
20.05
20.14
25.87
26.11
CI#3-JB#4
200
30
CPP
0.20
20.64
21.04
26.11
27.00
JB#4-INN-A
16
24
CPP
0.20
1 21.04
21.07
27.00
27.Oq
INN-A-CI#5
13q
24
CPP
0.20
21.07
21.35
27.0q
26.37
CI#5-JB#6
qq
24
CPP
0.20
21.35
21.55
26.37
27.00
JB#6-CI#7
118
24
CPP
0.20
21.55
21.7q
27.00
25.83
CI#7-CI#8
22
18
CPP
0.20
22.2q
22.33
25.83
25.83
CI#5-CI#q
22
18
CPP
0.25
23.50
23.56
26.37
26.37
JB#4-CI#10
Iq4
24
CPP
0.48
21.54
22.47
27.00
25.77
CI#10-CI#II
22
18
CPP
0.20
22A7
23.01
25.77
25.77
CI#3-CI#12
24
IS
CPP
0.25
22.50
22.56
26.11
26.11
FES#13-CI#14
1 172
1 18
1 CPP
2.q7
1 18.00
1 23.10
1 20.00
1 26.00
CI#14-CI#15
1 22
1 IS
CPP
0.50
1 23.10
1 23.21
1 26.02
1 26.00
FES#16-CI#17
183
IS
CPP
2.46
1 18.00
22.50
20.00
1 26.11
CI#17-CI#18
22
18
CPP
0.50
1 22.50
22.61
26.13
1 26.11
FES#19-CI#20
170
36
CPP
2.41
16.00
20.10
20.00
25.7q
CI#20-CI#21
62
36
CPP
0.25
20.10
20.26
25.7q
25.g6
CI#21-CI#22
22
36
CPP
0.25
20.26
20.32
25.g6
25AG
CI#22-JB#23
7q
30
CPP
0.25
20.82
21.02
25AG
26.57
JB#23-JB#24
144
30
CPP
0.25
21.02
21.38
26.57
27.33
JB#24-JB#25
212
30
CPP
0.25
21.38
21.g1
27.33
26.43
JB#25-CI#26
67
24
CPP
0.25
21.g1
22.08
26.43
25A2
CI#26-CI#27
22
24
CPP
0.25
22.08
22.14
25A2
25.92
CI#27-CI#28
55
24
CPP
0.25
22.14
22.28
25.92
25.71
JB#24-CI#2q
253
24
CPP
0.25
21.38
22.01
27.33
25.2q
CI#2q-CI#30
22
18
CPP
0.25
22.51
22.57
25.2q
25.2q
FES#31-CI#32
45
24
CPP
8.8q
17.00
21.00 1
20.00
25.76
C1#32-CI#33
20
24
CPP
0.20
21.00
21.04 1
25.76
25.76
C]#33-J6#34
214
L8
CPP
0,20
21,54
21.g7
25.76
27,00
JB#34-CI#35
249
18
CPP
0.20
207
22.41
27.00
25.32
CI#35-CI#36
20
IS
CPP
0.20
22.47
22.51
25.32
25.32
0OW1
I
I I
1
Vn
50' ROW
25' 25'
12' 13' 13' 12'
2' 11' 11' 2'
FT.-1/4":FT, 1 4».FT. �-1„ FT
all
1-1/2" 1-2
6" ABC 6" MIN. = z z
24" ROLL CURB & BEHIND N OO
GUTTER (TYPICAL) CURB rn
RESIDENTIAL STREET
SECTION (CROWN)
(ROAD 2 AND 3)
NOT TO SCALE
50' ROW
25' 25'
13' 12' 12' 9' 4'
2' 10' 10' 2'
1 "/ FT. 4": FT. r 1 FT .,. �...;
^ V �. TIt • . 4 �4 i 41 - _ -
1-1/2" 1-2
LU
6" ABC 6" MIN. _ z z
24" ROLL CURB & BEHIND N O
GUTTER (TYPICAL) CURB rn
RESIDENTIAL CONNECTOR STREET
SECTION (CROWN)
(ROAD 1)
NOT TO SCALE
50' ROW
25' 25'
16' 9' 9' 16'
2' 7' 7' 2' 1 /4 FT. -� r 1' FT
4"' FT.
1-1/2" 1-2
6" Al
6" MIN. _ Z z
24" ROLL CURB & BEHIND iv o
GUTTER (TYPICAL) CURB u)
ONE-WAY RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
(EYEBROW 1 AND 2)
NOT TO SCALE
24"
16 4"
R 1
R1 14„ 1 1.,
R R1"
--- NN 0 TE:
° CURB & GUTTER A IS FOR USE ON
RESIDENTIAL COLLECTOR STREETS
MldE�F�-WHEIRE CENTER MEDIAN CURB
IS REQUIRED GUTTER SHALL
SLOPE AWAY AS SHOWN
CURB & GUTTER 'A'
NOT TO SCALE
12" 12" 12" 12"
_
Q � c n
(O d •.. 1 n 44
24" 24" ;
REVERSE SECTION STANDARD SECTION
ROLL CURB 8c GUTTER 'B'
NOT TO SCALE
NOTE:
ROLL CURB & GUTTER 'B' IS FOR USE
ON RESIDENTIAL STREETS WHERE
FUTURE DRIVEWAY CONNECTIONS WILL
BE REQUIRED
A
0 _ E
� I
I
I
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELI
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
STAKES
SEDIMEh
WIRE B/
RUNOFF
WITH SE
FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.037
N� � o
z 6„ 2' -2" 6„
co
I
CN
co�SECTION X
BACK OF CURB--\
PLAN
`Ot SECTION Y
CURB INLET
NOT TO SCALE
Q
3
0
Q
O U
S-1 411, Tw
Z
N
X
w PLAN
35' f 15' t
SECTION °°
TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALE
Wppp
FN
I��R SST
60
Uyekrll
I I iIITFR F C"M
ISOMETRIC
SILT FENCE DETAIL
NOT 10 -)(-Al F
SCORING @ 8' INTERVALS,
5,000 PSI CONCRETE SIDEWALK, 3/8" x 3/8"
BROOM FINISH, .LOPE 1 /4" /FOOT 1/2" EXP. JOINT @ 24'
IN DIRECTION OF' DRAINAGE INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
I
COME'ACTED SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
_T
^40P INLET
ITH GRATE
rr7")VFn
[ • . ,..jA OF VIAi ER QUALITY
BURIED Z. 1ll Ill - vela '� I Q3 ��IYY)
SEDIMENT FABRIC -�,�II -- - -
�- Ston,r;"atW Pvmit No. LA D a ow
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
CAST IRON FRAME & COVER.
TOP TO BE FLUSH WITH
FINISHED GRADE H2O
LOADING IkATED
MH TOP ELEV: SEE STORM DRAIN SCHEDULE
.3/8-INCH
C MENT MORTAR
BITUMINOUS JOINT SEALANT
GROUTED INSIDE AND OUT
24" MIN.
W/ NON -SHRINKING GROUT
ALL MANHOLE SECTIONS TO
BE ACCORDANCE WITH ASTM C478.
BRICK, BLOCK, CMU
BOX AND CASTING SHALL BE TO
OR PRECAST
NCDOT CONSTRUCTION STDS.
20 LF SECTION
DIP CENTERED
WITH MH
CRUSHED STONE OR GRAVEL BED
INTERFERENCE
STORM
DRAIN MANHOLE
NOT TO SCALE
NOT TO SCALE
LEGEND.
- - PROJECT
BOUNDARY
.. - . - . - - - TRACT BOUNDARY
DRAINAGE
BASIN
DA-2 DRAINAGE
BASIN
LABEL`S
FX 15T I NG
LAKE
CI NIT -I SILT
FENCE PROTECTION
IMPERVIOUS CALCULATIONS:
STREETS = 2.70 a�
SIDEWALKS = 0.07 a=
96 LOTS @ 3,600 sf = 7.93 c=
EXISTING IMPERVIOUS = 0.00 ac
TOTAL = 10.70 ac
TOTAL PROJECT AREA = 24.70 ac
IMPERVIOUS AREA (100) =
TOTAL AREA
10.70 ac 24.70 ac (100) = 43.3
�H CARP
ESS���'!'q
9
SEAL
02 08
ater or
©F THE CARC)ILINAS
CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
WATERI,=QRD
STORMWATr=R DESIGN
TRACT 'C'
PROJECT NUMBER SHEET NUMBER
650-06 SVV_C
0-
m
D
3
cn
i
0
0
LD
LO
m
3
LO
�o
0
0
0
LO
._C��-om
-
�� _ i - _ • _te a

STORM DRAIN SCHEDULE
CR3A
CR3B
/�" .�mmlllll Ilill� "WG
FES3
R�q0\CR 3C
I
•
M\\
14+00
KAI II rl-TIN(; MATFRIAI S AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
I-2 tons
Dry, unchopped,
unweathered; avoid weeds.
d
s bread W'7' d nor machine;w at oats;
tackedy down.
-rrk Arino A EDV CCCfllnl(_`
1 LIVII VI 1.1 11
AMOUNT
TIME OF
FERTILI
GRASS TYPE
1000 SF.
SEEDING
INITIAL
MAINTFINANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
DP-RAA OI\IF'NT SFFnIN(.
GRASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
FERTILIZATION Z1000 SF.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
FEB. THRUUOCTT
25 LBS. 10-10-10
12BLBS. MARCH10-10-10
/2 TO DEC.
LB. N.
12 LBS. 1OOCT. 10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
23+00 _ _ - _ 24+00
M -- -
13+00
i
/
i
i
sSX00
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 6.49 AC. DISTURBED AREA = 6.49 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
0
0
+
N
\-6" FORCEMAIN
0 12" WATERLINE
`i
SEQUENCE OF CONSTRUCTION
k
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
C
PARKING SPACES PROVIDED:
REQUIRED PROVIDED HANDICAP
FIELD OFFICE 10 16 1
POOL/CLUBHOUSE 23 49 2
TENNIS COURTS 24 24 1
5' 9' 9' 5' 9'
AISLE
E0,
VAN ACCESIBLE STANDARD
HANDICAPPED HANDICAPPED PARKING
PARKING PARKING SPACE
SPACE SPACE
PARKING SPACE DETAIL
NOT TO SCALE
50' ROW
20' 16,
Line
Length
(ft)
Size
(in
Mat'I
Slope
%
Invert
Down ft
Invert
U ft
Rim El
Down ft
Rim El
U ft
FE 1-CR1A
64
24
CPP
4.77
19.00
22.05
21.50
26.57
CR1 A-CR1 B
20
18
CPP
0.50
23.00
23.10
26.57
26.57
CR1 A-CR1 C
83
24
CPP
0.25
22.05
22.26
26.57
26.50
CR1 C-CR1 D
140
18
CPP
0.25
22.76
23.11
26.50
27.15
CR1 D-CR1 E
1 140
1 18
1 CPP
0.25
1 23.11
1 23.46
1 27.15
1 97.97
FES2-CR2A
400
24
CPP
1.00
16.50
20.50
19.00
24.22
CR2A-CR2B
177
18
CPP
0.25
21.00
21.44
24.22
25.24
CR2A-CR2C
61
24
CPP
0.25
20.50
20.65
24.22
24.23
CR2C-CR2D
130
18
CPP
0.25
21.15
21.48
24.23
25.12
CR2C-CR2E
130
18
CPP
0.25
21.15
21.48
24.23
25.52
CR2E-CR2E 1
130 1
18
CPP
0.25
21.48
21.81
25.52
26.78
FES3-CR3A
237
24
CPP
0.25
19.51
20.10
21.00
23.53
CR3A-CR3B
20
18
CPP
0.25
20.60
20.65
23.53
23.53
CR3A-CR3C
205
24
CPP
0.20
20.10
20.50
23.53
24.75
CR3C-CR3D
20
18
CPP
0.50
21.00
21.10
24.75
24.75
CR3C-CR3E
85
24
CPP
0.25
20.50
20.71
24.75
25.03
CR3E-CR3F
130
18
CPP
0.25
21.21
21.53
25.03
25.77
CR3E-CR3G
130
18
CPP
0.25
21.21
21.54
25.03 1
26.51
CR3G-CR3H
130
18
CPP
0.25
21.54
21.86
26.51 127.72
NOTE:
STORMDRAIN STRUCTURE
LABELS ON THIS SHEET
REFER TO TRACT 'D' ONLY
12' 13,
9
2' 2 7' 7' 2'
/\ j\/4':FL 1�4":FT. \\/f�\ ' 4•rFL 1 4':FT. F
6" MIN.
N BEHIND N 6" MIN.
1 CURB `I I U BEHIND
iv CURB
Ld
to � � I F z 0
� N � v~i
ONE-WAY CIRCULAR DRIVE
WITH PARKING LOT AND ACCESS DRIVE
NOT TO SCALE
SCORING ® 8' INTERVALS,
3,000 PSI CONCRETE SIDEWALK, 3/8" x 3/8"
BROOM FINISH, SLOPE 1 /4" /FOOT 1 /2" EXP. JOINT 0 24'
IN DIRECTION OF DRAINAGE INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
�r
... .. . 7
4 STONE:::-:.=... co
..........
z
,x PLAN
35' f 15' f
SECTION
TEMPORARY
CONSTRUCTION
ENTRANCE
NOT TO SCALE
I,I '---WHERE CENTER MEDIAN CURB
COMPACTED SUBGRADE IS REQUIRED GUTTER SHALL
SLOPE AWAY AS SHOWN
CONCRETE WALKWAY CURB & GUTTER
NOT TO SCALE NOT TO SCALE
5" 22" 5"
FRAME AND GRA I1. in
2'x2' OR 2'x3' r
I I
n dl� +
II II
BRICK, BLOCK, CMU
OR PRECAST BOX
=t=ice
r
L�
o0 a
T_ o -----
4: - - �
z °° I I
Now*
OUTLET PIPE
I N
I II II
I I
- L---`°---J BASIN FRAME AND
} in - GRATE MAY VARY IN
--�%f%/ n'/ / o�� N NONESSENTIAL DIMENSIONS
12" CRUSHED STONE
KNOCK-OUT PANELS PLAN
SECTION IN ALL WALLS --
DROP INLET
NOT TO SCAT I
WIRE FENCE AND
FILTER FABRIC
/-POST(4 REQ'D.)
INLET SEDIMENTATION CONTROL
NOT TO SCALE
INVERT PLAN
0 MANHOLE RING & COVER
o (SEE NOTE)
BIT. PAVEMENT
`1 1� & BASE COURSE
IN:
30"
-,,,,-ECCENTRIC
MAN HOL CONE
a STEP
(TYP.)
RUBBER
'- GASKET
w (TYP.)
w
4'-0"
Q
>
q-x
1Q
a 1'-0" MIN.
�, (TYP.)
CRUSHED`, sr'• �: -'a,- «. "• r f 6„
STONE •I' «" . .::;.fi
SECTION
PRECAST CONCRETE
MANHOLE
NOT TO SCALE
In 0V F. r)L:NTAL
NOWT j C" :ElON
I'1 j2~
Dili,
VAR
o E FFHCIN
w0oo
it
W' e
N�
������ II�R FABST (�I'•)
� Rlc
�RFIL %C
04
R FA% ACT
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
METER (TO BE FURNISHED I
BY OWNER/DEVELOPER)
METER BOX PER 3
NBSD STANDARDS b
INSTALL CORPORATION STOP RIGHT-ANGLE STOP
CD RASS TEE
---\
WATER MAIN \\ \\ �\ r1' PLUG BRANCH
CURB STOP
/ o 0
NEW SERVICE LATERAL 1" 0 0 C00
0.00 0 �o
CLASS 200 POLYETHELYNE
12" x 3/4" 0 BRASS NIPPLE
1"x3/4" REDUCER 4" GRAVEL
p SECTION 3° x 1" 0 BRASS NIPPLE
SERVICE CLAMP WATER SERVICE
LATERAL
NOT TO SCALE
TREATED 4"x4"x6'
LANDSCAPE TIMBER
C.I. BOX 2' MINIMUM
TREATED 4"x4"x6' & COVER
� LANDSCAPE TIMBER 4" AIR GAP 1-1
a-
�4' MINIMUM
MAX 45' LONG
SWEEP AS REQUIRED GLUE CAP
C.I. BOX TO REACH OPTIMUM
& COVER DEPTH 45° ELBOW
45' ELBOW LATERAL
GLUE CAP 45'
MAX 45° LONG
SWEEP BENDS
Il LATERAL VARIBLE SLOPE ANGLE AS AS READ.
1.5% MIN. READ.
FAR SIDE SEWER MAIN
SERVICE TYPICAL
DETAIL NEAR SIDE SEWER
CONTRACTOR SHALL VERIFY PRIOR TO SERVICE TYPICAL
INSTALLATION THAT ELEVATION OF SERVICE DETAIL
WILL PROVIDE ADEQUATE DEPTH TO SERVE LOT. SECTION
USE WYE FITTINGS AT SERVICE.
SANITARY SEWER SERVICE
LATERAL
NOT TO SCALE
74
76
MAGNOLIA ROJ ECT
GREENS
4 SITE
1499 kt o
pl_ 551
1438 n �
17 566
MAP
VICINI
NOT TO SCALE
LEGEND
- -� PROJECT BOUNDARY
-� TRACT BOUNDARY
111111 11 t + l l l i f i l l I DRAINAGE BASIN
LANDSCAPED AREA
Cl WITH SILT
FENCE PROTECTION
EXISTING LAKE
NOTE
IMPERVIOUS CALCULATIONS:
BUILDINGS = 0.16 ac
PARKING = 1.32 ac
TENNIS = 1.07 ac
POOL DECK = 0.34 ac
WALKS = 0.48 ac
TOTAL = 3.37 ac
TOTAL PROJECT AREA = 6.49 ac
IMPERVIOUS AREA (100) = %
TOTAL AREA
3.37 ac (100) = 51.93 %
6.49 ac
��II1111111111//���
CAAPo���%,
ESS/py�q
SEAL 9r
02 08
,�j✓! tt11111 I1111 �>,�
6118103
-00
a er or
OF THE CAR(:3LINAS
, I _7� ",\ �)
CAPE FEAR
Engineering, Inc.
151 Pooie Road, Sulte 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN: W.Cavenough PROJECT
DESIGN : W.Cavenaugh NUMBER:
0650-014
CHECK D. Fennell SCALE
APPROVED D. Fennell DATE 20 JAN 03
WATER11'ORD
AMENITY CENTER
TRACE' ' D'
STORMWATER & EROSION
CONTROL
UTILITIES AND SITE
PLAN AND DETAILS
PROJECT NUMBER SHEET NUMBER
650-14 SW-D

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NOTE:
TRACT TO BE SOLD AND DEVE[OPED BY
/•\ T I I I— r1 r� 71 r__ \ / I— 1 n rl r— r1 rl r— r� r1 n n I r� 1 r-1 1 r— r- 1 1 i--N
FUTURE
DEVELOPMENT
(SEE SHEET SW —A)
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
I-2 tons
D uncho
unweathered; avoid weeds.
Shouldd e from wheat or oats;
pread inland or machine; must
sbe tack) down.
TFMPnRARY SFMING
GRASS TYPE
1000 ST.
SEEDING
INITIAL
FERTILIZATION MINE ANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-4 LBS.
DUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 Sy
TIME OF
SEEDING
FERTILIZATION 1000 SF.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH — APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. — SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. — MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. — OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. — MARCH
1/2 TO 1 LB. N.
NA
t
11 1 I II I II II I II I
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL XISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONST UCTION.
2. PROJECT AREA = 29.28 AC. DISTURBED AREA = 29.28 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT.
7. ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF —PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
ITnL
I ...—,! Cr %XfLil WALITY
1
{ i
t I I ✓'
TR A , 'Do
f
(SEE SHEET SW—D),---- /�.
� � 1
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
MAGNOLIA - "' l PROJECT
GREENS SITE
Ap� 551
14381
4 �
17 566
VICINI AP
NOT TO SCALE
LEGEND:
— —� PROJECT BOUNDARY
— - — - — - — — — TRACT BOUNDARY
DRAINAGE BASIN
DA-2 DRAINAGE BASIN
LABELS
EXISTING LAKE
CI NITI-I SILT
FENCE PROTECTION
No-rEs
IMPERVIOUS CALCULATIONS:
OTHER = 15.00 cc
TOTAL = 15.00 Cc
TOTAL PROJECT AREA = 29.28 cc
IMPERVIOUS AREA (100) =
TOTAL AREA
15.00 Cc (100) = 51.23
29.28 cc
C ARO��'�%
Q�pVIES
SjOy�q�''
= SEAL =
02 08
\1z
a er or
OF THE CAROLINAS
CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN
J.
Petroff
PROJECT
NUMBER 0650-006
DESIGN J. Petroff
CHECK
D.
Fennell
SCALE 1 "=60'
APPROVED :
D.
Fennell
DATE 03 JUN 03
VVATERFORD
STORMVVATER DESIGN
TRACT 'E'
PROJECT NUMBER SHEET NUMBER
650-06 SVV-E
El-
m
D
3
w
cn
I
0
0
LD
m
3
0
0
Ln
UD

I
TRH
S �
i�
z_
TRACT E
PROJECT BOUNDARY
24
MULCHING MATERIALS AND APPLICATION RATES
NOTES
MATERIAL
RATE PER ACRE
QUALITY
I-2 tons
Dr uncho d
5pould e from whept or oats;
s read �iland or machine; must
STRAW
unweathered; void weeds,
Y
be tacked down.
TDAAD(1P APY QP P nIKIr-
AMOUNT
TIME OF
FE ILMAINITE
GRASS TYPE
1000 SF.
SEEDING
INITIAL
ANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
111 "', - — MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PFRNA ANENT �FFnIN(.
GRASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
FERTILIZATION 1000 SF.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH — APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. — SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. — MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. — OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. — MARCH
1/2 TO 1 LB. N.
NA
cENERAL NOTES:
1. CONTRACTOR TO FIELD VERII Y ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJCCT AREA = 3.46 AC. DISTURBED AREA = 3.46 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWI`,E SHOWN.
4. SILT FENCE TO BE INSTALED) PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUB`;EQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. ACCORDING TO THE OWNER, 110 WETLANDS EXIST ON THIS TRACT.
7. ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF —PRODUCING RAINFALI BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
1
,
I
1
1
I
1
I
I
1
1
I
1
I
I
1
1
1
1
I
I
I
\
�
\
l
NO T;, C. - + I ;, r ,Tma
76
MAGNOLIA
` PFROJECT
GREENS SITE
1499
"p 551
438 k+
17 566
VICINI AP
NOT TO SCALE
LEGEND:
DA-2
NOTES
PROJECT BOUNDARY
TRAC-F BOUNDARY
DRAINAGE BASIN
DRAINAGE BASIN
LABELS
EXISTING LAKE
CI KITH SILT
FENCE PROTECTIC)N
IMPERVIOUS CALCULATIONS:
OTHER = 2.77 oc
TOTAL = 2.77 oc
TnTAI PROJECT AREA = 3.46 ac
IMPERVIOUS AREA (100) - %
TOTAL AREA
2.77 ac (100) = 80
3.46 ac
CA
pF ES
Q� yq
SEAL =
025QO8
{fl,#itiiillt =�
6118103
Water or
C71' THE. (DI-IIVAS
CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN J. f etroff
DESIGN J. Petroff
CHECK D. Fennell
APPROVED : D. Fennell
PROJET
0650-006
NUMBER:
SCALE 1"=20'
DATE 03 JUN 03
WATERFORD
STORMWAT�=R DESIGN
TRACT IF
PROJECT NUMBER SHEET NUMBER
650-06 SVV-F
m
3
0
a
Lo
Cm
3
cD
0
0
Ln
LD
CD
LD
C-D
am

- !7
N4835'29'W
1`4148.36�jq W
1099 -7-W
265.37' -:7-
N5911�11 Q.
N481,35'13'w
GRATE & HOOD
EDES 0 -6,
TPJAN EASEMENT 'W
7 0 4:,!1
FRAME,
75� N49'04'58'W
2
.)'45.18'
�11 1453'3531"W
% N. C. D. 0. T. STD. #840.03B
200.30' 496
t
EMERGENCY OUTLET #2
SWALE
j
TR ACT 11 e,, Al
VA,A,
/V
'X, - I i I I I I; I - /'.
EMERGENCY OUTLET #1 _Z
(SEE SHEET' SW- 1)
-----------------
9
IRRIGATION
22-2y' 6"
6y) GNOLIA PROJE
4, 0 -pump "ti N 'Iel co
x
GREENS
SITE
1499
V, C14
A 0 VE R AL L
OVERALL
e"
i Id 1 551
% 'e"
PROJECT
y PROJECT
200'
i0l
0 260' 400'
v,
1. N
N
V
SECTION X
-E30UND,�RY
BOUNDARY
8
1 INCH
BACK OF CURB
'A"
V", `v
x
'el
e", _'T
VICINI AP
I e� NOT TO SCALE
.0"
'e'
­Py"
V LZ
e�,
'e" V
N,
TRACT 'H'
e"
I I t' - e'�
re"
-A
(SEE SHEET SW-H)
V,
04
3'- 0"
LEGEND:
ee
er reo
\Vli
Lo. x PROJECT BOUNDARY
1;J
It
0­ PLAN
&
'0"
.0
DA- 1 TRACT BOUNDARY
i1N
e'
V
V%
TIE INTO
v 00 DRAINAGE BASIN
or
e
LA U131 013:1 e' DA-2 DRAINAGE BASIN LABEL'-�
E"
SV
TRACT
STORM
DRAIN'
WALE
SYSTEM ll OC
3*-Op' 6
4
x
PROPO':�Fn P0t\Ir)13
n
TRACT L
- ----- - ------
% A01
Of
TEMPORARY SEDIMEN
<
D A 1Z
(SEE SHEET SW
SWALE #7
0 1! i 'N
B'
x 440 EXISTING POND
_�,'�C1310D
�v
Z
Al
�.,i FES8L
A�
? SFCTION Y
till,
v..
F'
TRACT V
0, x
IRRIGATION
H POTENTIAL AEC
PUMP CURB INLET
t1N.
INRIGATION
7
'el (SEE SHEET SW-M)
PIJMP C138K
NOT TO SCALE
%-,B8J 50' ROW
f;j, I
fit
25'
SCHEDULE THIS SHEET)
7
POND NO. (SEE POND
------------------
25' 91
13,
jI.e 12'
12'
I IZ
T__
f Ni
TRACT )EY 2' 10' 10, 2' CI NTH SILT FENCE
tun)
\\V,
00
UK 2C PROTECTION
.1 to
ul
1 "/ FT. FT.
J,
(SEE SHEET SW-E) N
7
it,
4- FTI
TRACT V
IRRIGATION 0
NOTES
V
Vil
, I, I i " i7i
7'1
PU M P 1-1/2" 1 2
v (SEE SHEET SW-D)
10 $ 1V 6" AEC 6" MIN. Z
CR1C FES8A
C138E
e 171 7 1 -000 24" ROLL CURB 13EHIND
E INTO-47RAU I/ V�, GUTTER (TYPICAL) U)
TI
CBal3i�`
88
CR3E
FES9 L,
'N-04/ 4
er
137 STREETS
S F-O R M URAIN, -) I 11'�." .. , I -
CURB IMPERVIOUS CALCULATIONS:
SYSTEM go
D A
j 5.36 ac
7' L j
RESIDENTIAL STREET SIDEWALKS 0.24 ac
Ilk
10
&
4 B 4A�-
:1 S6M
"o I.." _'l i , il
C138F SECTION (CROWN)
TOTAL 5.60 ac
IRR11GATION 77 (ROAD F, PORTION OF ROAD 1)
CS B
C138C
A 25.96 ac
NOT TO SCALE
-B
C4,4
PUMP�
_J 0"'
t 6N�
t IMPERVIOUS AREA
t"t DA
-9
DA 9�, 1 A
C137G 50' ROW (100) %
FE
5s
'DA-8 2 25'
t 5QE FE
It 137C 5.60 ac
CB6C% C133J 13' 12' 12' IS 25.96 ac
(100) 21-57%
C139A C
t ?d
C133K
DA-1 1-
C13613 lit 10' 10,
- - - - - - FT
TRACT K
7-
C134C
56' MIN.
114
P K) FT
ji
-ARRIGATION
_y
AA
<
PUM P
4
(SEE SHEET SW-
-7- 4':FT-1
7
ee
..... ........
j............
.. . . . . . . . . .. ...
. . . . . . . . . . ..... .
e FES A FES3L
6" MIN.
C133J N:� Z
t6'
1 0 /24' ROLL CURB
0 BEHIND 12
Z FE C, GUTTER (TYPICAL) U)
`36D CURB
A I . , . ". , - I .- I I , 71 __ " . ! ! , , I I -
C133K
............... :��: ill
..................
141 61
v
e RESIDENTIAL STREET
PLAN
5< 2
DA-4
U-1
13
it
-ELEVATED)
SECTION (SUPER
35'
3 D (ROADS G,
CB3(l) J, k, I , M. N)
NOT To `7;CAI F
FES3H "0 CB3C
e 1, 50' ROW
C13313
- -- --- ------ TPACT C 25'
100 01'
�FES3 A 16'
L
V (SEE SHEET SW-C)
SECTI ON TRACT V
2
------ 7P JSB
X IA,
_-A (SEE SHEET SW-J) IRRIGATION TRACT V, 9/11/06
FES3G
TEMP. CONSTRUCTION ADDED
e
I*/ FT.
Ib C133F PUMP
FT
KDF
3E
-E / 1't% , " I I
F
UPDATE AEC'S
ENTRANCE OVERALL -3
�V X DA JBI E
NOT TO SCAL 12 11/29/04
CB1 D
'FE
L 1-1/2" 1-2
7 "0/ F
P R 0 J CT 10
BCE
e 6" AE E REVISE TRACT ROUNDARY
ed l C
5v, uj 8/12/04
GENERAL NOTES: Nki" " --- _ - ",--
I I , S
TRACT 'F'
6" MIN. 'Z
F S1 Z
fr BEHIND
F)
B 0 U N D A R Y
x, CB1A F
"X� JBP
&
17) REVISE SWALE DFTAIL
0< U)
SW 24' ROLL CUR13 & 0
7/16/03
C131 'U TTER (TYPICAL) CURB
c
T`ING UNDERGROUND
CONTRACTOR TO'� FIELD VERIFY ALL EXIS
N,
J136
_nLI11ES BEFORE BEGINNING CONSTR if REV. POND SCHEDULE, ADD SWALE P
0 7�
DETAIL AND SWALE NOTE
JB
UCTION. X
_S1 -WAY RESIDENTIAL STREET c
41".
N,\­ 0� J135-_� ONE
-- ----
AE
2. TRACT 'A' AREA 25.96 AC. lit X" J1341
SECTION (SU PER- ELEVATED)
-jr
BP
< 0
4
6/18/03
N C131 B (PORTION OF ROAD 1) TRACTS 'E' & 'F' ADDED
B
0
10� B 3
3. NO WETLANDS ARE TO BE DISTURBED BY THE IMPROVEMENTS J
N�
SHOWN ON THIS PLAN. %
NOT TO SCALE JBP
C 2- A ISSUED FOR REVIEW
0
2/13/03
RENT NTH PROJECT
3. LIMITS OF DISTURBANCE CONINCUR
V.
RE REV -BY
ji
U
_2
TI-VORTEX SUPPORTS AND 8" LOW LEVEL OUTLET #
BOUNDARY UNLESS OTHERWISE SHOWN,. 6 0 X 24" TRASH RACK WITH HAND WHEEL FOR DESCRIPTION
Z
-2 N�4 AN
00 D A DATE
'jol
'A xz
IX DA- 1
Z i tj
REVISIONS
4. SILT FENCE TO BE INSTALL x EXPANDED ALUMINUM TOP
�7
N
DIRECTED BY ENGINEER SUBSEQUENT TO
FIELD INSPECTIONS.
e
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM. 12" CAR,
OVERALL
A4
N EL. VARIE 3
TRACT 'G' PROJECT
_4/
6- ALL PONDS TO BE LOCATED IN RECOR N,
DED DRAINAGE EASEMENTS.
X
< X" BOUNDARY
(SEE SHEET SW-G)
XI
12"
SEDIMENTATION MAINTENANCE PLAN S
it
tO
"N"
Z
9.0
X
4
Tl
4
1. ALL EROSION AND SEDIMENT CONTROL PRACT`ICES WILL BE
X., (CONTROLLED BY RECIRCULA ON PUMP)
I-x
'pit
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY 0 NORMAL WATER SURFACE EL. 1
'0000e <
I.V
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
X
EVERY WEEK lit"
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
wx 4
N
x
36"0 ALUMINUM -SUPPORTS TO SECURE
STAKES xx
q, 1P0 CMP RISER
DROP INLET
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED ...... 36"0 RISER. SPACING
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED STEM EXTENSION TO
NTH GRATE
AS REQUIRED
OFFSITE. SEDIMENT FABRIC WITH
4
WIRE BACKING
4
8" SLUICE GATE
RUCTION RUNOFF WATER
X-V
WITH SEDIMEN
T
EASEMENT EXTENDS 10' FROM TOP 24" ALUMINUM CIMP
...............
.................
....... OF SLOPE ON BOTH SIDES
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING. .........
INVERT EL. VARIES
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
'A DROP INLET
��o, Z
VARIES
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES. BURIED d t 2ujx a
.4 TRACT 'N'
;. - BOTTOM
SEDIMENT FABRIC 71 - 1-1 E CAPUDIL11-JAS
k 3:1 MIN.
3:1 MIN EMERGENCY1 RISFR F
4.
CONSTRUCTION OF SWALES AND ROCK DAMS. 0 OUTLET EL. 0
VARIES
N)
(SEE SHEET SW !2
20.0 19.0
5. TOPSOIL REMOVAL AND/OR STORAGE.
#2
20.0 19.0
SEDIMENT FILTER FOR DROP INLET x \/ / \
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS O.C.. EACH WAY
#6 REBAR AT 12
'K
NOT TO SCALE
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER). INSTALL 24"0 RISER O.CAPE FEAR
TIONS
SWALE 3 LOCA
-0"
U.- -.0 V-O" Engineering, Inc.
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO EM---RGENCY OUTLET STRUCTURE
NOTTO SCALE
151 Poo/e Road, Suite loo
BE LEFT IDLE FOR MORE THAN 15 DAYS. Belville, NC 28451
11ro DETAIL TEL [phone]
8. FAX [phone]
PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL A.
Z, NOT TO SCALE
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED Z STORMDRAIN SCHEDULE www.capefeareng.com
STD. CAST IRON
TO ESTABLISH A VIGOROUS STAND OF GRASS. A Length Size Slope Invert Invert Rim El Rim El Length Size __Tn-vert __�_nvert -Ri E Rim El FRAME & GRATE ORIFICE PIPE INVERT
Slope m I AT WATER SURFACE
.1�1 A A Line (ft) (in) Mat'l Down (f U ft Down (ft,' U p (ft) Line (ft) 0n) Mat'l (%) Down (f Up (ft) Down '(ft U p (ft)
J_ I FES9E-JB9D 60 18 Opp 1.92 19.00 20.15 20.50 30.75 51 24 CPP 0.49 20.00 20.25 23.00 24.87 TOP EL. B.Elvington PROJECT
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED JB9D-JB9C 220 18 CPP 0.25 20.15 20.70 30.75 25.37 CB4B-CB3J 48 24 CPP 0.20 20.25 20.35 24.87 24�87 WATER SURFACE EL.
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AN6 J89C-CB9B 140 18 CPP 0.25 20.70 21.05 25.37 23.86 -CI33J-CB3K 65 18 CPP 0.20 DESIGN J. Petroff 650-06
NUMBER
20.35 21,00 �_4.87 24.87
SS THE SITE. GRASS THESE AREAS IMMEDIATELY 2`-0" 2'- 0" CB9B-CB9A 22 1-8 CPP 0.23 21-05 21.10 23.86 23.86 CB4B-CB4C, 88 18 CPP 0.20 20.25 20.93 24.87 24.97
AND REMOVE ALL TEMPORARY TRAPPING DEVICES. POND NORMAL BOTTOM EL. SEDIMENT RISER EL. STORAGE (CF) 3f"x 36" PRE -CAST CHECK D. Fennell SCALE 1 =200'
AREA (SF) SURFACE EL. REMOVAL EL. CPP 0.25 19.51 20.10 21.51 23.53 FES3H-CB3(l) -40 1 18 _F_CPP - - - - - -
FES8(l)-ClB8l­ 237 24 8.00 18.00 21.20
REVERSE SECTI ON STAND 1 9�50 CONCRETE RISER BOX
I CB8H 24.89 APPROVED D. Fi DATE 62 JULY 04
-CB8G 22 18 CPP 0.25 20.60 20.65 23.53 23.53 CB3(l)-CB3j 62 18 0.50 21-20 21.51 24.89
MULCHING MATERIALS AND APPLICATION RATES 22,283 21.0 15.0 16.5 23.0 52,370
2 75,983 20.0 14.0 15.5 CB8H-CB8E 205 24 CPP 0.20 20.10 20.50 23.53 24.75 CB3J-CB3K CPP 24.78 6"GA7E VALVE
3 140,573 174,645 CB8E-CB8F 22 18 CPP 0-50 21-51 21.76 24.78 24.74 (SE GATE VALVE
MATERIAL RATE PER ACF E QUALITY NOTES 21.5 15.5 17.0 23.5 310,426 0.50 21.00 21.10 24.75 24.75 1 C133J-FES3L 70 1 18 1 CPP 2.10 21.5-1 23.00 24.78 24.50 DETAIL
ROLL CURB & G U T TE R DETAIL 4 26,514 23.0 17.0 18.5 23.0 CB8E-CR�_E 85 24 CPP 0.25 20.50 20-71 24.75 25.03 FES3A-CB3BI 44 1 24 _F­CPP I r, .,q o 'K 7 Q INV. EL PIPE SIZE INV. EL.
STRAW ed, Should come from wheat or oats; 22,301 20.0 14.0 15.5 21.75 43,876 FES8L-CB8K]-- 323 1 24 1 CPP 1 o I gocin 1 99 An I
1-2 tons unweathered; avoid weeds. spread by hand or machine; must NOT TO SCALE 24.22 C83B-CB3CI 36 1 24 1--P-P-T 0.28 2000
20.10 23.78
be tacked down. 8 1,745,187 19-.0 13.0 14.5 20.0 1,802,405 CB8K- 1 18 21.44 1 24 .21
STD. CAST IRON 102,315 21.0 2 1 21__L_CPP 1 0.08 1 20.10 1 20.15 23.00
FRAME & GRATE 9 15.0 16.5 22.0 09,715 CB8K-CR2C 1 61 1 24 1 CPPP 0. 25 1 20.50 1 20.65 1 WATERFORD
TEMPORARY SEEDING 2+13 896,825 22.0 16.0 17.5 23�O 933,778 FES3G-C]33E�_ 56 18 1 cPP 1 6.25 1 18.50 1 22.00 1 20.00 25�36
AMOUN TIME OF 36"x 36" �O 15.5 209,553 FESSA-CB8B 4.80 1 19.)0 1 �.o 5 26.31 CB3F-CB3E 1 36 1 28 1 22.00 1 22.10 1 25.36 25.36 SECTION NOT TO SCALE
14 91,279 20 14.0
GRASS IT/ DING IN _nAL FERTILIZAT11ON/1000 SF. E-CAST­\ P; TOTAL 3,123,260 VARIll - VA -18 CB8B-CB8C 22 23.10 1 26.31 1 26.31 STORMWATER DESIGN
TYPE 1000 S SEE PR RIFS
RYE GRAIN MAINTENANCE CB8B-CRlC 1 83 1 24 1 CPP 1 0.25 1 22.05 1 22.26 1 26.31 1 26.50 FESlF-JBIE 31
1-2 LBS. NOV. THRU JAN. 25 LBS. 10-10-10 NA NA CONCRETE 18 CPP 0.76 18-50 20.85 20.00 25.50 OND RISER
BROWNTOP MILLET 1-2 LBS. JUNE TH I - I NA RISER BOX JBlE-CBlD 18 CPP 5.83 21-65 22.00 25.50 25.06
RU AUG. 25 LBS. 10-10-10 NA NA NA RISER STRUCTURE SCHEDULE FES7B-CB7HI 60 1 24 1 CPP 1 6.60 1 2-4-5 20.E -CBlC
6' GATE VALVE - CB7H-CB7G 1 22 1 24 1 CPP L CBlD 36 18 CPP 0.28 2.00 f2.1 0 25.06 25.06
__q-22 1 22.45 1 2?-50� 26.86 1 26.86 JBlE-CBlB 150 18 CPP 0.20 2 .65 2-1.95 25.50
�4 NORMAL CB1B-Cl3lA 68 18 CPP 0-10 - L --- 25.01 1 3,000 PSI CONCRETE SIDEWALK, SCORING 0 8* INTERVALS
PERMANENT SEEDING GROUT WATER FES7A-C87DI 50 1 24 1 CPP 1 6.60 1 18.50 21.80 20.50 1 26-02 - _�l 95_ 22.02 25.01 24.94 BROOM FINISH, SLOPE 1/4- /FOOT 3/8" x 3/8"
AMOUN TIME OF _____EEE_flLIZA110N_Z1OOO SE. ;l -CB1 22 42 RCP 0.19 18.32 18.36 21.82 27.61 IN DIRECTION OF DRAINAGE 1/2" EXP. JOINT 0 24'
14, RISER TOP RISER ORIFICE INVERT I
GRASS TYPE 1000 Sy SEEDING INITIAL MAINTENANCE 24"o CPP __T c -PP 1 0.00 1 21.50 1 21.50 1 23.50 1 26.50 CBl-CB2 ill 42 HDPE 0.19 18.36 18.57 27.61 27.36 INTERVALS TYP. & S
BERMUDA, COMMON 1-2 LBS. APR. 711-11RU JUNE 25 LBS. 10-10-10 STRUCTURE ELEVATION ELEVATION ELEVA_nON PIPE SIZE OS6M-JB6N 1 120 1 CB2-FES7 18 0.15 18.6r 18 1 AT ALL RADII TRACT A
MARCH - APRIL EACH 4-8 WEEKS AUG. - SEPT. - .60 27.36 22.10 INTERSECTIONS
JB6N-FES6L 1 120 1 24 CPP 1 0.00 21-50 21.50 1 26.50 1 23.50 CB2-JB3 - 77_777J� . �; :, ­­.. ­_ �
12 LBS. 10-10-10 1-2 LBS. N. 12 ll 10-10-10 #3D 23.00 21.00 20.15 62 LF 24" HDPE (9 0.08% 326 36 HDPE 0.116___�_857 18.90 2T,3� 25.45 1 AL N
JB3--JB4
JM N A
GNAG PROJECT"zz��
OU
REENS
Nk
150 36 HDPE 0.10 18.90 19.05 25.45 LA
25.12 36 05 1910 26.50 2713
FESCUE, TALL 5-7 LBS. 9�50:� 19.50 1 1 T
(KENTUCKY 31) FEB. THRU OCT. 25 LBS. 10-10--io FEB. MARCH MAY DEC. - FES6A-CB6BT 33 3P7 _4�4 ��_109_4 B4-JB5 44 HDPE 07, - - 26,50
12 LBS� 10-10-10 1/2 TO 1 LB. N. 12 il 10-10-10 CONICRETE--�/ #4A 22.00 2000 19.00 140 LF 24" HDPE @ 0.20% CB6B-CB6CI 22 IP 1__2.50_L 20-99 1 21.10 1 JB5-JB6 OAU 19�10-1 lq.�4 1 27.13
SEll BLOCKING ---
I ESPEDEZA (SLOPES) I FES6D-FES6E 140 COMPACTED SUBGRADE NOT TO SCALE
1-2 LBS. MARCH THRU APR. 25 LBS. 10-10-io FEB. - MARCH 1/2 TO 1 LB. N. NA 23.50 21.50 21.50 120 LF 24" HDPE @ 0.0% ES10A-CB1OB 45 24 1 HDPE 1 5 710- T 7 _9 -9 -1 - 7 7 _q T 9-9 4 22,50
- 8 HDPE 2-5
GATE VALVE DETAIL FES5B-CB5AI 60 LCB10B-CB10C 20 1 1 ��U-UU 1 22.50 22.50 PROjECT NUMBER UMBER
CB1 OC-CBI OD 18 HDPEI 50 1 20-00 20.43 1 22-50 22.93
0., CONCRETE SIDEWALK
T
650-06 w. - A

DA
SYSTEM #2
SYSTEM #1
IMPERVIOUS CALCULATIONS:
J I I x L L I J — � .111J V li
SIDEWALKS = 0.17 ac
158 LOTS = 18.16 ac
EXISTING IMPERVIOUS = 0.00 ac
TOTAL = 23.88 ac
TOTAL PROJECT AREA = 96.46 ac
IMPERVIOUS AREA (100) = %
TOTAL AREA
23.88 ac (100) = 24.76%
96.46 ac
EXISTING
VEGETATED r
SWALE
19'-6" X 12'-1 "
STRUCTURAL PLATE
ARCH CULVERT
(BY OTHERS)
a'
j,.
1
100 0 100 200
1 INCH = 100
k0
,�P 13 2002
DWQ
PROD .# 5W8�zo5i0
APPROVED ""
=1111N CAMM ENVIRONMENTAL
MANA13EMENT COMMISSION
DIVISION OF WATER QUALITY
Z 5- �JUV— Zcavz
LEGEND
PROJECT BOUNDARY
DRAINAGE BASIN
SYSTEM BOUNDARY
DA-2 DRAINAGE BASIN
LABELS
WATER QUALITY
SWALE
W W WETLANDS
- -- PROPOSED LAKES
j - -- EXISTING LAKE
NOTE
�sa�11$CAR
�t"alltltlt�
z- SEAL
a
CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN
D.FENNELL
PROJECT
675-01
NUMBER
DESIGN D.FENNELL
CHECK
D.FENNELL
SCALE 1"=100'
APPROVED :
D.FENNELL
DATE 12 APR 02
WATERFORD
ST012MWATE12
MANAGEMENT PLAN
PROJECT NUMBER SHEET NUMBER
0675-001 1 SW--1
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GENERAL CONSTRUCTION NOTES:
1) THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION,
ABBREVIATIONS
SDMH STORM DRAIN MANHOLE
FH FIRE HYDRANT
DI DROP INLET
CI CURB INLET
SSMH SANITARY SEWER MANHOLE
WL WATER LINE
IE INVERT ELEVATION
RIM RIM ELEVATION OF STRUCTURE
LF LINEAR FEET
DIP DUCTILE IRON PIPE
P IV C, POLYVINYL CHLORIDE
ELEV. ELEVATION
r-, V GATE VALVE
MIN, MINIMUM
TYP, TYPICAL
HP HIGH POINT
LP LOW POINT
CONC, CONCRETE
RCP REINFORCED CONCRETE PIPE
CMP CORRUGATED METAL PIPE
TBM TEMPORARY BENCH MARK
STA. STATION
BOA BLOW OFF ASSEMBLY
N i.T P NEW IRON PIPE
APPROVED
WWM CAROLINA EWROM"M
j4ANAGEMENT COMMISSIM
t)JVISION OF WATI--' n1!ALffy
A A
...... 30
Aw
AWM APO%
n
lVc>r
151 Poole Road, Suite 100
Beiville, NC 28451
TEL [phone]
FAX [phone]
www.copefearengineering.com
AAWW
W IF APJ AW
dP
�r
MAGNOLIA GREENS
GOLF PLANTATION
GLENDALE SUBD.
'S-� A LJE-
500/
TRACK'N �-�-- A ' T
,'I
74
76
0
WATERFORD
GLEND,OLE SUM
17
A
MAGNOLIA GREENS
G'OLF PLANTATION
LDCATA-M P"
NOT 10 SCALE
I N DE-- X
COVER
SW -A
TRACT
'A'
SW-B
TRACT
'B'
SW-C
TRACT
'C'
SW--D
TRACT
'D'
SW-E
TRACT'
'E'
SW-F
TRACT
'F'
SW-6
TRACT
'C'
SW-H
TRACT
'H'
SW -I
TRACT
'1'
SW-J
TRACT
'J'
SW-K
TRACT
'K'
SW-L
TRACT
'L'
SW-M
TRACT
'M'
SW-N
TRACT
'N'
kilo go u19,"11
.m, CAA?r%
DATE

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LO
GARDEN CLUB WAY
91,
f V,74 33
. ... ........
FES2
----INV =18.81'
WOODEN WALKING
TRAIL
CO
EXUM HOLDING, LLC Co
TRACT'C' 25,645 s. f
, "�,/A - Lot #4
tK
(SEE SHEET SW-C)
,\0 (11, 999. 10 SF BUA)
NOTE:
TRACT 'C' 'F' BOUNDARY LOT #4 TO BE SOLD AND DEVELOPED BY
2 4 - - - - OTHERS. DEVELOPER RESPONSIBLE FOR
OBTAINING INDIVIDUAL STORMWATER PERMIT. LOT
175.93' TO BE ALLOCATED BUA AS SHOWN ABOVE TO �g
-----------------------------------------------------------------------------------------------------------------------------------
=7DRAIN TO SURROUNDING NON —DISCHARGE LAKE
S89*49'20"Wis
RIM =25.89' SYSTEM FOR TREATMENT. LAND PLAN SHOWN IS 14
NOTTME INV �19.88' FOR REFERENCE ONLY & MAY NOT REFLECT
20.04' AS —BUILT CONDITIONS.
T-
... ............
ASSISTED CARE HEADQUARTER
AT WATERFORD
Lot #1 SW8 040105)
76,016 s. f ......
(64,613.60 SF BUA)
NOTE:
LOT #1 TO BE SOLD AND DEVELOPED BY
TRACT 'F'
BOUNDARY
30' 0 30 60'
1 INCH = 30
11
MULCHING MATERIALS AND APPLICATION RATES
MATERIA1.
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
u 0
Dry, nch ed
unweathorepT, &oid weeds.
Should come from wheat or oats;
s by hand or machine; must
e tacked down.
be
TEMPORARY SEEDING
I HERS. DEVELOPER RESPONSIBLE FOR
OBTAINING INDIVIDUAL STORMWATER PERMIT. LOT—
TO BE ALLOCATED BUA AS SHOWN ABOVE TO
DRAIN TO SURROUNDING NON —DISCHARGE LAKE
SYSTEM FOR TREATMENT. LAND PLAN SHOWN IS 4.--•-- —�
FOR REFERENCE ONLY & MAY NOT REFLECT
AS —BUILT, CONDITIONS'.
it
,�" I i� l I i l i I i i I i� I I I I �.
11 0
C,4
C-4 U)
0
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EXUM HOLDING, LLC
Lot #2R F
74,6 78 s. f
(63,476.30 SF BUA)
■
C,
60,o
PROJECT &
TRACT 'F' BOUNDARY
81Li84!
.W00000-
179.04' 81.4r 108*0_17 2 )N
S89*28'50"W S89*45'40"W
POOLS ROAD
GRASS TY?E
N
1A000
SEEDING
INITIAL
FERTILIZATION /1000 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG
11 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 Sv
TIME OF
SEEDING
FER11LIZATIDEODOO SF,
INITIAL
MAINTENANCE
BERMUDA, COMMON
1
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL �
(KENTU KY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (S-OPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES
BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 4.05 AC. DISTURBED AREA = 4.05 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT BOUNDARY
UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS DIRECTED BY
ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT.
7. ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF —PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY
IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE.
TRACT
(SEE SHEET SW-K)
.. .. . .......
ICI
:;:c co
r
W
co
W
W
co
0
POND #1
W
3:
W
r)
0
........... ..........
SEQUENCE OF CONSTRUCTION
1. PRE —CONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR
GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
i "I IG—H C E. I V
j
It
APPIVED
4ORTH CARON`A
ftArl-FMENT , -
I. 4j4 INVIRONMENTAL
COMMISSION
CAsq (/17/17
LEGEND
PROJECT BOUNDARY
TRACT BOUNDARY
DRAINAGE BASIN
DA-2 DRAINAGE BASIN LABELS
EXISTING PONDS
M CURB INLI.__T
0- FLARED END SEC LION 'FES)
JUNCTION BOX
29 MAP FOR RECORDED LDT #
F1_61 LOT # IN STORMWATER PERMIT
IMPERVIOUS CALCULATIONS:
LOTS (SEE TABLE) = 140,089 SF
TOTAL = 140,089 SF
TOTAL TRACT AREA = 176,418 SF
IMPERVIOUS AREA (100) = %
TOTAL AREA
140,089 (100) = 79.41%
176,418
F
COMBINED LOTS 4&3
REVISED LOT BUA ALLOCATIONS PLR
DFQ COMMENTS
REVISE LOT 2-4 BUA ALLOCATIONS.
ADD PROPOSFI-) 101 H(_,A TABLE.
EMN
11/13/18
F
D
EMN
04/17/18
EMN
03/22/18
C
INCREASE TRACT BOUNDARY TO ADD
LOT #4. ADD IMPERVIOUS FOR LOT #4.
REVISE % IMPERVIOUS CALCULATIONS.
LMN
02/13/15
B
A
ADD LOT LINES, BUA, LIMITS
KDF
01/13/04
JBP
ISSUED FOR REVIEW
6/18/03
REV.
#
DESCRIPTION
REV.BY
DATE
VI S
NOTE: THE ORIGINAL
STORMWATER DESIGN WAS
CAROI/
PREPARED BY K. DAVIS
////
FENNELL AND WAS MODIFIED BYo
Y
PERRY G. DAVIS ON 02/13/15
o
AND 02/04/16. THE PROPOSED
o L
MODIFICATION IS INTENDED TO
0305011,e,
MODIFY ONLY THOSE ITEMS
k
1i
INDICATED BY REVISION CLOUDS.
FTH 0
NO OTHER CHANGES TO THE
PREVIOUSLY APPROVED PLAN
ARE PROPOSED.
ate r
( )I' 'F-1 I I- C-AR(3LIWA�
CAPE F R
151 Poole Rd.,Suite 100; 13elville, NC, 28451
TEL [phone]; FA; [phone]
www.capefearengirieering.com
N.C. LICENSE It C-1 621
e'PROJECT
650-001
NUMBER
SCALE 1 "= 30'
DATE MARCH 2018
WATERFORD
STORMWATER DESIGN
TRACT "F'
PROJECT NUMBER SHEET NUMBER
650-001 SW-F

S�ormwater Management P/ans
A
r
GENERAL. CONSTRUCTION NOTES=
1) THE CONTRACTOR IS RESP❑NSIBLE FOR VERIFYING THE L❑CATI❑N
OF ALL EXISTING UTILITIES PRI❑R TO C❑NSTRUCTI❑N,
ABBREVIATIONS
SDMH
STORM DRAIN MANHOLE
FH
FIRE HYDRANT
DI
DROP INLET
CI
CURB INLET
SSMH
SANITARY SEWER MANHOLE
WL
WATER LINE
IE
INVERT ELEVATI❑N
RIM
RIM ELEVATION OF STRUCTURE
LF
LINEAR FEET
DIP
DUCTILE IR❑N PIPE
PVC
POLYVINYL CHLORIDE
ELEV,
ELEVATI❑N
GV
GATE VALVE
MIN.
MINIMUM
TYP,
TYPICAL
HP
HIGH POINT
LP
LOW P❑INT
CONC.
CONCRETE
RCP
REINF❑RCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
TBM
TEMPORARY BENCH MARK
STA.
STATI❑N
BOA
BLOW OFF ASSEMBLY
NIP
NEW IR❑N PIPE
TRACT
BUILDINGS
SIDEWALK/
PARKING
OTHER
TOTAL BUILT
UPON
TOTAL AREA
PERCENT
BUILT UPON
SUBMITTAL/
APPROVAL DATE
REVISIONS
for
Le/and, North 0arc>11mna
SW8 020510 -LAST APPTMIOVED. JULY 17, 2003
MAGNOLIA GR
GOLF PLANT/
i
TRACKING CHART
I__ I B. I c I I E
233,4--..i SF
0.00 S,'
10,45y SF
0.00 SF'
243,8}' 9 SF
7,365,:."5.r- I SF
3.31
APPR❑\/E:D
07/200
REVISED 06 /2003
TO INCLUDE
TRACTS E 8c F
REVISED 08 /2004
TO INCLUDE
TRACTS G,H,I,J & K
244,322 SF
815,000 SF
24,394 SF
0.00 SF
1,083,716 SF
4,049,773 SF
26.76%
APPROVED
07/2003
REVISED 02/2003
TO INCLUDE REST
OF PROJECT
REVISED 08/2004
TO MODIFY
BOUNDARY
117,612 SF
345,430 SF
3,049 SF
0.00 SF
466,091 SF
1,075,932 SF
43.32%
APPROVED
07/2003
0.00 SF
6,970 SF
78,408 SF
61,420 SF
146,79,T SF
282,704 SF
51.93%
APPROVED
07/2003
0.00 SF
0.00 SF
653,400 SF
653,400 SF
1,275,437 SF
51.23%
APPROVED
07/2003
0.00 SF
0.00 SF
0.00 SF
120,661 SF
120,661 SF
150,716 SF
80.00%
APPROVED
07/2003
207,346 SF
595,030 SF
0.00 SF
0.00 SF
802,37.F SF
2,206,314 SF
36.37%
SUBMITTED
08/2004
77,101 SF
311,890 SF
1,307 SF
0.00 SF
390,298 SF
1,129,075 SF
34.57%
SUBMITTED
08/2004
17
103,673 SF
328,000 SF
1,307 SF
0.00 SF
432,980 SF
1,460,567 SF
I•� .1W2
SUBMITTED
08/2004
311,839 SF
921,730 SF
3,485 SF
0.00 SF
`A
1,237,052 SF
4,267,5- - SF
28.99%
SUBMITTED
08/2004
-Engineering.,Inc.
151 Poole Road, Sulte 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
INDEX
COVER
S"h/ -A
TRACT
'A'
SW-B
TRACT
'B'
SW-C
TRACT
'C'
SW-D
TRACT
'D'
SW-E
TRACT
'E'
SW-F
TRACT
'F'
SW-G
TRACT
'G'
SW-H
TRACT
'H'
SW -I
TRACT
'I'
SW-J
TRACT
'J'
SW-K
TRACT
'K'
'
r TOTAL
62,012 SF
1,357,335 SF
0.00 SF
3,324,048 SF
0.00 SF
122,408 SF
1,207,-174 SE
2,042,955 SF
I
CA
1,269,486 SF
6,846,749 SF`�-J
1,493,237 SF
24,756,890 SF
85.00%
I
27.66%
SUBMITTED
08/2004
j
000,
ESsioy'L��''��:
9
SEAL
- 024908 _, Z. _
P.E.
VIC
11/19/04 DATE
APPROVEMOM �t.
M�n��
CARS (OMMtSmN
MANA�
DNWN 0F WATE i (�UALtN
C-� \�
0
cn
3
7
cr-
Y
w
a
0
a.
w
0
U
I
3
U7
I
LO
0
I
0
/
co
3
tD
O
O
LC7
CD
O
U-)
CD
i7

....... -----
.... . ... ... ------ _=:7
I
N48*35'29*W
N'35' "w
48'35'
'37-W
-7
1099.75- -�56*23'
04
265.37' -- - ------- '17*W
t459-
N48V5'13"W
-W
j'57
'PEDESTRIAN EASEMENT ..... . FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.0,37
1456*0 .9
21 16'49'W
-51.29'
N49'04'58"W N531V31"W
20!
498.79
77:� EMERGENCY OU TLET #2.-
. . ..... 22- 77:�)
SWALE #7 C14
-E
L
S
�OT
TRACT Y ENTIAL WETLANDS
.0
'EM ERGEN CY OUTLET #1­,e,1._`1_'­'­`�
611
PROTECTED z
v, i (SEE SHEET SW WITH.- 5�11_T
21-2*1
6"
FENCING
t
PROJECT
PROJECT
200'
. ..... 200'
0
400'
SECTION X
0 �N
BOUNDARY
8
1 INCH 200'
A_
B
.0 x
C14
7
T - --------
TRACT
04
-H)
(SEE SH EET SW Ott
V
b
+ < p �10
x
0
PLAN
3
1-0 -7'
DA- 1
8 C 1 0B, / .......... SWALE #
7
YSTEM
STORM DRAIN
<,TIE INTO
TRACT "Ell
B
FUTURE
.. ........
�o 7 CB1 OC
S412� 30-Olp
DEVELOPMENT
.0- '1`7 1 7
TRACT B DA- 12-
LD
4 e
C B 10 D
(SEE SHEET SW-B)
471
FES8L SECTION Y
'Ilk
LA
RECIRCULATION
51824 14"
7RECIRCU CURB INLET
8 ATION PUMP #2
I&
CB8K NOT To SCALF
L
25'
25'
CB8J, 50' ROW
UMP #1
-------------
12'
13, 12' 9' 4'
. ..... 10, 10'
TRACT L 2o
2'
CR2C
(SEE SHEET S
t-T.
F
-1 4"
FT.
10
..... . . . ... . TRACT V 1-1/2" 1-2
22-
�C SHEET SW-D)
18 A 15
31 B8E FE.a
INTG - 6" ABC 6" MIN. W
24' ROLL CURS' &
GUTTER (TYPICAL)
'N_ Cn
C
STTORM_ D QB8B �ES713 3
CURB
_YSTEM CR3E�
rPS9
CB 7 n A
/4-- FES7A Mr-Zj*IULN I IIAL STREET
JB9D
JB9C
(d CB8F CB7D A I`
/ X ir);"Oj S, , - CB413
CB913 /11'
SECTION (CROWN)
. . . . . . -096M
OS4 (ROAD F, PORTION OF ROAD 1)
A
CB8C
5
V NOT TO SCALE
r09 1 OP
(-B 7JB6N
'DA 7G
DA- 6
C14 50' ROW
25'
_DA_&-- 25'
7
9 7 FES6E- FES5
)A CB7C 13'
12' 12' 13'
eq
2# 10' 10'
CB6C CB,5k�
vu
CB4C
< V, 114*.- pr
N�\
CB6B 1"/ F7
\DA- 1 1 DA-10
FES4D
50"' MIN.
TRAC
b 14.
-K)
(SEE SHEET SW
4
6" A 3C
0 \v
STON ... . . 7 Uj
6" MIN.
FES3L
...........
FES16k
1,� -2DA-
....... 24" ROLL CURB &
BEHIND
z 7 , I �, ;i , , I ! I �
J. A \7 1 1 11 GUTTER (TYPICAL) CURB U)
LLJ RESIDENTIAL STREET
7
?X FES6D-
F x K
... .. .....
........ CB3J
A," CB3
PLAN
00 lit
15'
7 7
q�
OADS G. J, K, L, M, N)
NOT TO SCALE
A",
CB3C
35' /8 DA SECTION (�U PER- ELEVATED)
4ii;r e
/&
n,
50' ROW
x?
,\�,,,FES3H4
V, IV. , I .
25'
TRACT 'C' CB313 25'
SECTION'o 16' 91
\V
16'
(SEE SHEET SW- C) F A
CONSTRUCTION
TEMP. N-1 TRACT J , J
7'
ES3 7'
2'
FES3G/ FT.
V�\
V
NOT TO SCALE
1-1/2-
V 6" ABC
_C g
/10
C b
Z ­4
cNIKANCE
------- (SEE SHEET SW-J) N\
CB'
PROJECT I W 3 F
QE D JB1 E
NE_RA1=_t4QTES: <
12 A-3
B 0 U N D A R Y
'4011'�11 I I
11 - __ k-010 I D
Ix FES,,i F
TRACT
6" MIN. Uj
CB1
1 CONTRACTOR TO \�IELD VERIFY �ALL EXISTING UNDERGROUND A X F
UTILITIES BEFOR 24" ROLL CURB & C14
CB1 A BEHIND
'G CONSINIJIUVION. , /, I" - -,; ',:' \ �u GUTTER (TYPICA
L)
SEE SHEET SW-F) CURB
/7
<1,
2. TRACT 'A' AREA '169-09 AC. V;X\ c
115 1�1 CB1 iliz Q
�B6 ONE-WAY RESIDENTIAL STREET
// "ol"
.0
SECTION (SUPER
3. NO WETLANDS ARE TO BE \DISTURBED BY THE
Ole
IMeROVEMENTS -ELEVATED)
X,
SHOWN ON THIS PLAN. Q
(PORTION OF ROAD I
x CB B
3. LIMITS OF DISTURBANCE 4B3 NOT TO SCALE
CONNCURRENT WITH PROJECT I z
;> >
BOUNDARY UNLESS OTHERWISE SHOW .
r
CBm
3
x:
50"0 X 24" TRASH RACK WITH HAND WHEEL FOR
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS A > FES7 AN fl-VORTEX SUPPORTS AND 8" LOW LEVEL OUTLET
EXPANDED ALUMINUM TOP
DA-2
<
�51
DA- 1
DIRECTED BY ENGINEER SUBSEQUENT tO FIELD INSPECTIONS.
r
/J,
5. IMPERVIOUS SURFACES ON ALL LOTS tO DRAIN TO POND SYSTEM, -­
12"
EL. VARIE
VENTS. pj
6. ALL PONDS TO BE LOCATED IN RECO PROJECT
RbED DRAINAGE EASE
TRACT G BOUNDARY
< 1 0
SEDIMENTATION MAINTENANC\E PLAN
x ""A (SEE SHEET SW-G) I
N
12
% 0
1. ALL EROSION AND SEDIMENT CONTRO �X'
CHECKED FOR STA61(TY AND OPERAT(ON FOL ACE EL. 19.0
L60YNG EVERY 0000"p,
(CONTROLLED BY RECIRCULATION PUMP)
RUNOFF- PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
</
1 0� <
L PRACTICES WILL BE Z' RMAL WATER SURF
EVERY WEEK N
X,
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATEL
Y TO
J,
MAINTAIN ALL PRACTICES AS DESIGNED.
'x
V
_J >
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTEb
X,
STAKES 0 x
0 ALUM
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED CMP RISER
-) , DROP INLE 36" INUM
OFFSITE. SEDIMENT FABRIC WITH NTH G ATE E�ro�SLIPPORTS TO SECURE
STEM EXTENSION TO
WIRE BACKING <
_0
36"0 RISER. SPACING
SEQUENCE OF & AC OCAHIC)CM
Q0N1qTPHr'TIr)
RUNOFF WATER
WITH SEDIMENT
......... ......
PRECONSTRUCTIr)M Tn
BE Fir-LU rMIUK 10
BEGINNING.
2.
DETERMINE AND MARK LIMITS OF DISTURBANCE.
3.
INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4 .
CONSTRUCTION OF SWALES AND ROCK DAMS.
5.
TOPSOIL REMOVAL AND/OR STORAGE.
6.
INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES
EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7.
PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS
THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8.
PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED
AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9.
AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS
STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING
DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
IMMEDIATE0
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
MULCHING MATERIALS ANn APPI 1(-ATIr)KI
PATC-C
BURIED
SEDIMENT FABRIC
SEDIMENT FILTER FOR DROP� INLET
NOT TO SCALE
- - . -- - - -
- - - I I . N I I I L_ %_P
MATERIAL
RATE PER ACF
E QUALITY
NOTES
STRAW
1-2 tons
Dry, unchopped,
Should come from wheat or oats;
unweathered; avoid weeds.
spread by hand or machine; must
be tacked down.
TEMPORARY SEEDING
PERMANENT SEEDING
REVERSE SECTION STANDARD SEC'TION
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
STD. CAST IRON
FRAME & GRATE
FERTI[LI,14-11,11 Z;F. 36"x 36
MAINTENANCE PRE -CAST
I NA CONCRETE
NA RISER BOX
NA NA
6" GATE VALVE
GROUT ------
CONCRETE-/
BLOCKING
GATE VALVE DETAIL
.1 10,
EASEMENT - EXTENDS 10' FROM TOP
OF SLOPE ON BOTH SIDES
v 11,C)
VARIES
\Y
- 1 MIN.
3.
/x 3:1 MIN
'0
VARIES
7
Io
'N
"v,
"\\/'0x0//\"7//7x\
0,
0
v
<(1
SWALE
z NOT TO SCALE
Leng1l STORMDRAIN SCHEDULE.'­
11 �-__ 1­1 1 1 1 __ ­_ I -I-.,-- . _ . POND SCHEDULE
POND
SURFACE
AREA (SF)
NORMAL
SURFACEEL.
BOTTOM EL.
SEDIMENT
REMOVAL EL.
RISER EL.
STORAGE (CF)
1
22,283
21.0
15.0
16.5
__T3. _0
52,370
2
53,682
20.0
14.0
15.5
INC. IN #5
3
28,830
21.5
15,5
17.0
23.5
66,896
4
26,514
23.0
17.0
18.5
23.0
5
22,301
20.0
14.0
15.5
22.0
174,645
8+14+15
9
1,264,667
102,315
19.0
1-3.0
14.5
20.0
-1 1
21.0
15.0
16.5
22.0
1 0c, � 5
110+11+12+13
896,825
22.0
16.0
17.5
23.0
933,778
L�AL�
2,417,417
VARIF.;
I
ARIF-
2,645.134
RISER STRUCTURE SCHEDULE
NORMAL
WATER
SURFACE 0
RISER
TOP RISER
ORIFICE
INVERT
STRUCTURE
ELEVATION
ELEVATION
ELEVATION
PIPE SIZE
#3D
23.00
21.00
20.15
62 LF 24" HDPE 0 0.08%
#4A
22.00
20.00
19.00
140 LF 24" HDPE 0 0.20%
OS#6M
23.50
21.50
21.50
120 LF 24" HDPE @ 0.0%
8* SLUICE GATE
24" ALUMINUM
INVERT EL VARIES I
1-- Li BOTTOM
FW6 0 0 0 -
RISER NORMAL 0 = -
ER EL. z 0
EL. WA 804 0 z
___ � 0< 41 1�4
20.0 11�11.0
20-C
REBAR AT 12" O.C.. EACH WAY
INSTALL 24-0 RISER
3 LOCA11ONS
EMERGENCY OUTLET STRUCTURE
DETAIL
NOT TO SCALE
STD. CAST IRON _\
FRAME & GRATE -ORIFICE PIPE INVERT
ZI AT WATER SURFACE
WATER SURF
:96"x 36" PRE -CAST -
-�ONCRETE RISER BOX
6" C-4TE VALVE
(SEE GATE VALVE
DETAIL)
INV. EL.
T - : jI.-
STONE BASF :-/
'�E EL. AT OUTLET
SECTION NOT TO SCALE
POND RISER
3,000 PSI CONCRETE SIDEWALK,
BROOM FINISH, SLOPE 1/4- /FOOT
114 DIRECTION OF DRAINAGE
SCORING 0 8' INTERVALS,
3/8' x 3/8' 1/2" EXP. JOINT 0 24'
INTERVALS Typ. &
AT ALL RADII
INTERSECTIONS
COMPACTED SUBGRADE -/ NOT TO SCALE
CONCRETE SIDEWALK
VICINITY
NOT TO SCALE
LEGEN[>
PROJECT BOUNDARY
TRACT BOUNDARY
DRAINAGE BASIN
DA-2 DRAINAGE BASIN LABELS
SWALE
PROPOSED PONDS
EXISTING POND
L
POTENTIAL AEC
POND NO. (SEE POND
SCHEDULE THIS SHEET)
am C1 WITH SILT FENCE
PROTECTION
NOTES -
IMPERVIOUS CALCULATIONS:
STREETS = 5.36 ac
SIDEWALKS = ri '7.& ^_
TOTAL = 5.60 ac
TOTAL PROJECT AREA - 138.37ac
IMPERVIOUS AREA 0 00) = %
TOTAL AREA
5.60 ac - (100) = 3.31 %
169.09
F
UPDATE AEC'S
KDF
11/29/04
E
REVIISE TRACT BOUNDARY
13CE
8/12/04
D
REVISE SWALE DETAIL
P
1/16/03
C
REV. POND SCHEDULE, ADD SWALE
DETAIL AND SWALE NOTE
JBP
6/25/03
B
TRACTS 'E' & 'F' ADDED
JBP
6/18/03
A
ISSUED FOR REVIEW
JBP
2/13/03
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
UAP
i�f ESsl,
SEAL
ON08
P-10i
?I� 75A
a
OF 'rE4E C:ARC:)1_n1ZAS
CAPE FEAR
Engineering, Inc.
151 Poole Road, Sufte 100
BeIvIlle, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN
B.Elvington
PROJECT
NUMBER 650-06
DESIGN J. Petroff
CHECK
D. Fennell
SCALE 1"=200'
APPROVED:
D. Fen ell
D
I AT .02 ULY )4
k.
WATERFORD
STORMWATER DESIGN
TRACT 'A'
MANAGEMENT PLAN
PROJECT NUMBER SHEET NUMBER
%ft__�650-06 SW -A
IJ_
CD
�:z
C�
In
UD
cn
LO
In
LID
LID
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
N
Wo

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N - RIM-2
_ _ DA "' so DA- O AD _ G - - = - - - 1 5 /> f
- - - - .1 -----_-----_ - " )@ p0 RI 22.09_ - �0_LF� CPp CIE=18. 0 /
_ __ " I __­_,_�_,___�_ 0/1 I- - : - 4 - � _ -- -- _ �� CP
\ - - _ (�I .1 (,
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EXISTING `` - _ t _ - - - = `
VEGETATED - �� \ . RIM=24.03 = - RIM_
20' DR INAGE _1 \ \ (�) , IE=20.25 - - 11<=18.74 EASEM NT (TYP) 1. _
SWALE V / - - - _ - Q \ - ��- _
/T i� it tl I:II �II�I_I 'I,i ill„ II C? �
�A' '"e
1': lei I:I I.. �r �� 'y ` O
L , ,41. 11 111 -�\ o
"10' IMPERVIOUS 6zs
W
��\ annul nnnu►n l/, CSC AL - _
,.
O
I -23 749,-
/�� v ll'llul// Illl I IOLF 18"CP KING TRAIL _
/ ,
v, lllll� (IN)=19.70.' „ngF aQ - - -- �I;1.1 A - _ `N -
O F _
/ 4
\ �i E(OUT =19.70 ul„ �,,, - - -_ - -_ -� IE IN=17.80 , - = _ \� -
,
O _
\`\ E` O - �. _ IE OUT=16. � `` '.�. EMERGENCY' �,
O _
\\\\ A "RC 90L P IE OUT-1 �� i_R0'd- I_1�..-_ --
- __
� i
�I
OUTF
/ \ i = - ,. - 1 =. ` ,� t 14_ \ . \ } STRUCTURE -
- - RIM=25.24 -. _ 4GLF 24" _
\ > -
` iPP ♦°
\ E 22 _ _ - --
45 = - -16.0
I g IE iN 19. 0 L. / ~
O ( )� 5LF 7 P - \� 2�
,- o ,� \ %_
f i = _ ° -
/ O ` / �i IE OUT /� _ 1 ` / ( ) _ bA ( ,
\ ,j -�
- _ lJ� s, 6t LF .8 Ru,P. 1 50LI- >` I �� _ - iI -1 - i
- - -
- __, � _ --, -- -
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1 .3\ 0 3 ,, ti
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`\ cS - r� I IN= u,llu 1 n n.ulnulll, / A ,� - -1`_ I_t
i a \ . _ -_ _ _ E 17,80 S .nul O i5
/ \\ -�-��- rinn o -� -
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�.�` RIM-25 2( / N
\ 4` C R -23.83 Sp r'A. , /yp RIM=2 > ) I -il \' _ �` I I
.�" .` E-22.0 A It: IN-2108 6t \�~ I I -\ _ IE-1 - -
\ E =20,58 - DA S -�_ �, ` III,II,I ' I 5� I�
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' 2OLF 18" P 2 SE NTA TYP 3 •.. -- - - % ' ,(TN =7 8.0 IE� 16`.0 * \ 4 _ 1 _,i
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J - dE t8 00.
_ -
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LL le -,, - a I CROWN) \ �' <" I� OUT-1s.00 \_:_ i _ _
2 ,.r� -.. � .- J�'1 \ ,� � \ - ?°� .: EXISTING LAKE
}�� a E;
„ nntlllunll Ir / V a �,
POND % N ��Fo.• �1 IIII;I„ O� �� 11 /(�')'j �1 F 11, 6�. - , �I 11
/ ` IE IN=18.50 - / ;,i tlll:ni.,!11 ,I ml I 1. I1
\ OUT=18. _Illlnuulul nl n 1011hlll Ilh"11 l nn Hilt„
O
2 /
SYSTEM % � �� �: , \ \ IE GUT=, 80
6.0 -
EM 9 �,1 s', �� 1� __
CSC O' DRAINAGE EP�0°T `` i
\``\ � �- v =1-8.O \ 5 # SEMEN (-TYP) ✓ > RIM=22.00 - II R !1 I `°
1 \\\\ ; �""" I -SOLE =18.75 _
\ 0' D AINAGE \ .. -
. ) IE_ 1 s.o`�F CPP-" - _ ' A- \\
\I ` E ENT (TYP = ��� �q ,
.
\ 1 _- I /�
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,
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. rn , . �Nl='. 0L _ IF a 16.0000/ _ \ tr I -
_ _
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lI
f
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= w LA
/ �:� Oq� A STRUCTURt l _ - RIM-22.2 M-21.93 S - I I \., � � .� , / :: -. _ � _ - . .. ,, x,. - IE- � v E-18.68 - I� I ,
O / ( �-_ �, I
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•
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v's P ./ / 5, 2a� �/� -� 1 ul „� �� IE,,;FN�'1�7. /''� I _I t _- - - -- �
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, .. ••tip <_ .....� ' \� 'C1 '-. _ -_'"'/ •. - \\\ •\ • II -
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O �__�-
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�z - RAINAGE / / �O rn Q S, cQ 4 4$ '1' -- `��_ j ;� -
•/ & NT (TYP� / �,k,// �j(,�., RIMm24.24 0F , . , NW =21.0 -• .rl' 1 `� �,�i �i {
�0 11 r S^ r / 06 �����,�IE IN-21.4 ' Q 6L� I �� .,
\ / //ir/// [OR IE OUT=2 :00 lS j �� / = I s
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\ RISER ,3`// /i���� lQ(�� �IO� f� 1 �-- - ` �j - -- - . = V 1 -f' {,
" 8 48
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111/
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p /// I /i111gjNHll 1 •- I
h \ `�/ lam o ,
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� � `, - �` .,'.�26 _ I (� Han/ oiy _ - - - ROAD M 3.�4 /
\ ��
4 . ,,, I!
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1.
J I /,/ 1 /V -, -1 =23.04 - 1
nnl , �,, ORM D
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/►/�y„I /IIII/ �\ /� o- ` ROh� 20LF 24" CPP =19.69 9 l
�� //�
,/
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PROPOSEb LAKE �' _ �� un I / _ _ �' -1 11♦ \ ; X �;"
� � \� NWS='22.0 1 , . -T:Ii '/� ,,,11,11,,,/,11 _ f \11 \ �
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-
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--y L / /i, , IlNlnandunld 1 j I I 100 200
��' II'M ►d1AdY1 ItI1mit"1 II S1.:.- :J �' --- = % 1INCH=100
DAM
--�1. --\
`, 11__
` I/
' , f /.
�((� _\ FAR-OPO�ED LAKE . - = P 0 N D SYSTEM �# 8
19'-6° X 12'- I " ��
1'_�r'+1 ? 2 I �_ _ '��
_ _
STR U /,14,ylyN , �w " ,, , ` i'� I
STRUCTURAL PLAT L ,11,y4�,f ,
ARCH CULVERT % '�� + �1 24 �� I "- g�-- RECIRCULATION
(BY OTHERS) �ril lm\;' v dPUMP
MNMII `?
J ! . h�f9lq lll'I1,+41 Y'I�jI jp • - \w� - � 1 `� - - _ �./f�
��7 d 1'Hll f -_ i-,f 636 E
IIN1�{,IIHNy,I IIIIi11F - .
+�"A"� -
to
50 ROW � , STD. CAST IRON -
25' _ 2S' I FRAME & GRATE
_ SCORING @ 8' INTERVALS, RISER STRUCTURE SCHEDULE
13' 12' 12' 9 4' ° A. 3,000 PSI CONCRETE SIDEWALK, 3/8" x 3/8" 36"x 36"
�_.. 2' _ 10' _ 10' _ 2' _ v. BROOM FINISH, SLOPE 1 /4" /FOOT 1 /2" EXP. JOINT @ 24'
. a - IN DIRECTION OF DRAINAGE INTERVALS TYP. &
1 "/ FT. �--, /4': FT. 1 4.._ 1" FT v ° a 16 v
FT _� �, a AT ALL RADII
^T -. .... •.a414 �1�, dv
,,: INTERSECTIONS
1-1/2" I-2 `r
6" ABC 6" MIN. _ z z
24" ROLL CURB & BEHIND N � RR
GUTTER (TYPICAL) CURB In
RESIDENTIAL STREET
SECTION (CROWN)
(ROADS F,G,J,M PORTION OF ROADS I,L)
NOT TO SCALE
50' ROW
25' 25'
13' 12' 12' 13'
2' 10' 10' 2'
1 "/ Fr. �-
1/4": FT. 1 f 1"/ FT
4.
..�--r-
1-1 /2' I-2 �•
6" ABC
6" MIN. _ z z
24" ROLL CURB & BEHIND N �o
GUTTER (TYPICAL) CURB
RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
(ROADS N,K)
NOT TO SCALE
50' ROW
25' 25'
16' 9' 9' ft
16'
2' 7' 7' 2'
1 "/ FT. -
1/4": FT.
r s 1 4,. FT.-,�.-1"/ FT
,J.. r
'' 1-1/2" 1-2 •
6" ABC Uj
6" MIN. - z z
24" ROLL CURB & BEHIND iV - O
GUTTER (TYPICAL) CURB In
ONE- WAY RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
(PORTION OF ROADS I, L)
NOT TO SCALE
REVERSE SECTION STANDARD SECTION
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 92.97 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/05A AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. WETLANDS SHOWN PER PLAN.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLCINING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED. -
2. TEMPORARY CONSTIRUCTIIQJA UATRA.NCE Wk 131E INSPECTED
WEEKLY IN ORDER TO KEEP SED'IM'ENT FROM BEING TRANSPORTED
OFFSITE. '
r
MULCHING MATERIALS AND APPLICATION RATES
COMPA
CTED SUBGRADE------j/
CONCRETE SIDEWALK
NOT TO SCALE
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dry, unchop�ed,
unweathered; avoid weeds.
Should come from wheat or oats;
spread
down, or machine; must
TEMPORARY SEEDING
GRASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
INITIAL
FERTILIZATION 1000 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
I NOV. THRU JAN.
25 LBS. 10-10-10
NA I NA NA
BROWNTOP MILLET
1-2 LBS
I JUNE THRU AUG,
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S -
TIME OF
SEEDING
FERTILIZATION /1000 SF.
INITIAL
MAINTENANCE
BERMUDA. COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
STAKES
SEDIMEN
WIRE B/
RUNOFF
WITH SE
BURIED
SEDIMENT FABF
WATER
WATER
SURFACE CAD
SURFACE
:R
ORIFICE
ELEVATION ®
INVERT
IN
ELEVATION
OUTLET
ELEVATION
PIPE SIZE
22.00
21.00
18.00
400 LF 24" CPP
21.00
19.00
16.70
130 LF 24" CPP
STD. CAST IRON
FRAME & GRATE ORIFICE PIPE INVERT
TOP EL. AT WATER SURFACE
WATER SURFACE EL.
��
36"x 36" PRE -CAST //,
A
\ WATER SURFACE EL.
CONCRETE RISER BOX\\ -
6" GATE VALVE \k -\
-_
(SEE GATE VALVE
DETAIL) PIPE SIZE
INV. EL. INV. EL.
/ / �..
STONE BASE -'• SECTION
POND RISER
I
NO
TO SCALE
"ROP INLET
ll TH GRATE
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
O
I
ti
Ei
o1�
1$ �s
o�
o\454
APPROVED
NORTH CAROUNA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUAUTY
�,_ Oa us o CN
�\�`
\a
w0oo
FN
R
s 1 E F skEl po
IL�R FABRI (' )
C
6o % i �i
O� �k *I
ER F 1. Co
A@RMP A�j
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
PRE -CAST *'
CONCRETE
RISER BOX
6" GATE VALVE '
• D
GROUT
D:
::.
24"4 CPP
CONCRETE
BLOCKING
GATE VALVE DETAIL
FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.03B
N�..Kl-%M=
- ...
......
t. I.,......
z6„ 2,_2„ 6„
I
N
C°I SECTION X
BACK OF CURB
PLAN
"' I SECTION Y
CURB INLET
NOT TO SCALE
50' MIN.
°i1111
Q :'rt::
o ; �►
k C: 4' STON.
:... N
I I -
...............
� I I w PLAN
{ I
/g 1
I 3 5' . 15'
1.�// �/i Yz , I //� /z
I I SECTION °°
\\ TEMP. CONSTRUCTION
ENTRANCE
� NOT TO SCALE
W�
iO' R/W
24' B-B
CUL-DE-SAC DETAIL
NOT TO SCALE
GO"O X 24" TRA5H RACK WITH
ANTI -VORTEX 5UPPORT5 AND
EXPANDED ALUMINUM TOP
1 211 -
FLEV=20.0 / )
I I
. 1 211 1
I
_
NORMAL WAFER SI tRFAC2 ELELCV- 1 9.0 -
(CONTROLLED ID'r REc;IRCULATION PUMP')
I _
30"O ALUMINUM /
Giv1P RISER
24" ALUMIr,'UM
CMP
ELEV= 14.0
HAND WHEEL FOR
5" LOW LEVEL OUTLET
- 5UPPORT5 TO 5ECURE
5TEM EXTEN51ON TO
300 RISER. SPACING
A5 REQUIRED
- 8" SLUICE GATE
ELEV= 15.0
• • •
12" thick BOTTOM ELEV.= 13.0
149
concrete • 0 -
anchor 1',
it .''
• ­0 121I
#G rebar at 1 2" o.c• each way
Installed thru 24"O n5er
3 locatlon5
EMERGENCY OUTLET STRUCTURE DETAIL
NOT TO SCALE
NOT TO SCALE
LEGEND.
--� PROJECT BOUNDARY
DRAINAGE BASIN
""' 1 "" 1 1, 1 1 1, 1 1 1 1 SYSTEM BOUNDARY
DA-2 DRAINAGE BASIN LABELS
* * W
!W W W WETLANDS
W W W
J
-- --- ___. - -- - T
PROPOSED LAKES
--_-., - EXISTING LAKE
Cl WITH SILT
FENCE PROTECTION
NOTES:
IMPERVIOUS CALCULATIONS:
STREETS = 5.61 ac
SIDEWALKS = 0.56 ac
163 LOTS = 18.71 ac
EXISTING IMPERVIOUS = 0.00 ac
I Ol Al_ = 24.88 ac
TOTAL PROJECT AREA = 92.97 ac
IMPERVIOUS AREA (100)
TOTAL AREA
24.88 ac (100) = 26.76%
92.97 ac
a er or
OF THE CAROLINAS
-11
��;,�,` � ­--�',,___�::_, CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite too
Belvllle, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
WATERFORD
STORM WATER DESIGN
TRACT 'B'
PROJECT NUMBER SHEET NUMBER
650- 06 SW- B
CL
m
3
,
IL
0
I
0
(_n
I)
3
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0
I
0
Ln
0
I_0

•
50' 0 50' 100'
1 INCH = 50'
50' RO
4' SIDEWALK
70
JB#34
CI#33 xX'1,
O\
\ r%
" FES#31
-4' SIDEWAL
o O
!`>
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FES#1
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77
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26' B-B
o. \
5
34 Iriitnlll. f
I y�
50 ROW
33 95
DA-2
t
32 = FES#13
L o `�
5 CI#14 O,
31 CI# 1
o
�-
STORM DRAIN SCHEDULE
Line
FES#I-CI#2
Length
(ft)
13q
Size
(in)
36
Nat'l.
CPP
Slope
(%)
2.91
Invert
Down (ft)
16.00
Invert
Up (ft)
20.05
Rim El
Down (ft)
20.00
Rim El
Up (ft)
25.87
CI#2-CI#3
44
36
CPP
0.20
20.05
20.14
25.87
26.11
CI#3-JB#4
200
30
CPP
0.20
20.64
121.04
26.11
27.00
JB#4-IMN-A
16
24
CPP
0.20
21.04
21.07
27.00
27.Oq
IMH-A-CI#5
13q
24
CPP
0.20
21.07
21.35
27.09
26.37
CI#5-JB#6
qq
24
CPP
0.20
21.35
21.55
26.37
27.00
JB#6-CI#7
118
24
CPP
0.20
21.55
21.7q
27.00
25.83
CI#7-CI#8
22
IS
CPP
0.20
22.2q
22.33
25.83
25.83
CI#5-CI#q
22
18
CPP
0.25
23.50
23.56
26.37
26,37
JB#4-0#10
Iq4
24
CPP
0.48
21.54
22.47
27.00
25.77
CI#I0-CI#II
22
18
CPP
0.20
22A7
23.01
25.77
25.77
CI#3-CI#12
24
1 IS
CPP
0.25
22.50
22.56
26.11
1 26.11
FES#13-CI#14
f CPP-
2.q7
- I.8.00_
23.10
20.00
26.00
CI#14-CI#15
1 22
1 18
1 CPP
1 0.50
1 23.10
23.21
26.02
1 26.00
FES#I6-CI#17
1 183
1 IS
1 CPP
1 2.46
1 18.00
1 22.50
1 20.00
26.11
CI#17-CI#18
1 22
1 18
1 CPP1
0.50
1 22.50
1 22.61
26.13
26.11
FES#I9-CI#20
170
36
CPP
2.41
16.00
20.10
1 20.00
25.7q
CI#20-CI#21
62
36
CPP
0.25
20.10
20.26
25.7q
25.96
CI#21-CI#22
22
36
CPP
0.25
20.26
20.32
25A6
25.96
CI#22-JB#23
79
30
CPP
0.25
20.52
21.02
25.96
26.57
J13#23-J13424
144
30
CPP
0.25
21.02
21.38
26.57
27.33
JB#24-JB#25
212
30
CPP
0,25 1
21.38
21.gl
27.33
26.43
JB#25-CI#26
67
24
CPP
0.25
21.gl
22.08
26.43
25.g2
CI#26-CI#27
22
24
CPP
0.25
22.08
22.14
25.g2
25.g2
CI#27-CI#28
55
24
CPP
0.25
22.14
22.28
25.92
25.71
JB#24-CI#2q
253
24
CPP
0.25
21.38
22.01
27.33
25.29
CI#2q-CI#30 1
22 1
IS 1
CPP 1
0.25
22.51
22.57
25.2q
25.2q
FES#31-CI#32
45 1
24
CPP 1
8.89 1
17.00
21.00
20.00
25.76
CI#32-CI#33
20 1
24
CPP
0.20 1
21.00
21.04
25.76
25.76
0933-J13#34
214
18
CPP
0.20
21.54
21.97
25.76
27.00
JB#34-0#35
24q
18
CPP
0.20
21.g7
22.47
27.00
25.32
CI#35-CI#36
20 _ 18
CPP
0.20
22.47
22.51
25. -
25.32
U 10
n28
I
. 11111'IC�
27 12
45
75 61
\\ 26' B-B _ FES# 16 I /
92 I 26
46 CI#18
76 60 1#17
1,1 I 13
50 RO = _
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77
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90
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N = I 78 58 48
f ' llllllltlllllli111, it 5
'I"III;IIVlIIflUllil.l'll: k
15 F
26' B-B
89
' 23 '
50' ROW
LLl = 79 57 49
16
- 8 8
Zz
CD =
11 N
TRACT BOUNDARY _ I 22 17 J CPA
N
81 80 56 51 50 c1#22
CI# 7 CI 21 o
87 CI#26 18 B-B
1 B- � I
z r I L OJB#2 24 �LOz
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62
�3 `
50' ROW
25' 25'
12' 13' 13' 12'
2' 11' 11' 2'
1 "/ FT. -1 /4": FT. + 1 47: FT
FT.
1-1/2" 1-2
LLI
6" ABC 6" MIN. Z z
24" ROLL CURB & BEHIND N - 0
GUTTER (TYPICAL) CURB V)
RESIDENTIAL STREET
SECTION (CROWN)
(ROAD 2 AND 3)
NOT TO SCALE
50' ROW
25' 25'
13' 12' 12' 9' 4'
2' 10' 10, 2'
1 "/ FT. -1 4": FT. FT
1-1/2" 1-2
6" ABC 6" MIN. Zw
24" ROLL CURB & BEHIND12 N o
GUTTER (TYPICAL) CURB N
RESIDENTIAL CONNECTOR STREET
SECTION (CROWN)
(ROAD 1)
NOT TO SCALE
50' ROW
25' 25'
16' 9' 9' 16'
2' 77' 2'
FT.
1/4": Fi: -�
` s 1 4 1"/ FT
1-1/2" 1-2
6" ABC
W
24" ROLL CURB & BEHIND cv a O
GUTTER (TYPICAL) CURB to
ONE-WAY RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
(EYEBROW 1 AND 2)
NOT TO SCALE
24"
164' 4 "
/ 1 " R l"
R1" R1 I c
2 R1,.
_ - N NOTEto
,� tO CURB & GUTTER 'A' IS FOR USE ON
7WERERESIDENTIAL COLLECTOR STREETS CENTER MEDIAN CURB
IS REQUIRED GUTTER SHALL
SLOPE AWAY AS SHOWN
CURB 8c GUTTER'
A
NOT TO SCALE
12" 12" 12" 12"
\
a x
24 24"
\
REVERSE SECTION STANDARD SECTION
W\
ROLL CURB & GU TITER 'B'
/ NOT TO SCALE
NOTE•
//ROLL CURB & GUTTER 'B' IS FOR USE
ON RESIDENTIAL STREETS WHERE
/ FUTURE DRIVEWAY CONNECTIONS WILL
BE REQUIRED
86
- l - --- - -
1 r'�
--- ---- --- - _ G_, --- a: _
NOTE: 36 CONNECTOR = �_
PIPING THRU TRACT-C
19 _ � I` 85 84 ,--; 2° -
0 CONNECT FUTURE - I 83 54 53 52 21 3 0
DEVELOPMENT T
FES# 19 0
O
- - - II-ISI 8I _9I'(3-6" PLU-G}NON-DISCHARGE SYSTEM !`"i9(' '2 IIII W
750.44'IIIII II I (IIIII t-1lll -IIII-I IIIII -I -III I I -II! -il!iII-i•iil -I-II!-I,I -I'I :-I III- - '- ---. --.- ,,- I -I ,-I -- 1_ l 2054T'
III lr II
-►i� _-_-__ '
_-
-
N 86 °3 6 2 0 " W - -• = - , I`
■III III N89"47'231)E E 77r-
2784.33'
_ -- -
PROJECT BOUNDARY
MULCHING MATERIALS AND APPLICATION RATES GENERAL NOTES:
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tans
Dry, unchopped,
unweathered avoid weeds.d
'
Shoul a from w}�t or oats;
or machine; must
be�tackea down.
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 24.70 AC. DISTURBED AREA = 24.70 AC.
TEMPORARY SEEDING 3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
FERTILIZATION/1000
GRASS TYPE
000 ST.
SEEDINNG
INITIAL
SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA NA NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
PERMANENT SEEDING 6. ACCORDING TO THE OWNER NO WETLANDS EXIST ON THIS TRACT
GRASS TYPE
000 ST.
SEEDING OF
F N 1000 F.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
t
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
STAKES
SEDIMENT FABRIC WITH
WIRE BACKING
RUNOFF WATER
WITH SEDIMENT
FRAME,
GRATE & HOOD
N.C.D.O.T. STD. #840.036
z6„ 2,_2„ 6„
(0
I
N
CO�SECTION X
BACK OF CURB-\
x N
Y
-x
PLAN
t°t SECTION Y
CURB INLET
NOT TO SCALE
W�
N
cam:.; � • :
Imo'
py�CkFlll , . MI
R FI�TeR r oMp
BRIE ACT
ISOMETRIC
'Z.30 ILT FENCE DETAIL
NOT TO SCALE
SCORING @ 8' INTERVALS,
3,000 PSI CONCRETE SIDEWALK, 3/8" x 3/8"
BROOM FINISH, SLOPE 1/4" /FOOT 1/2" EXP. JOINT 0 24'
IN DIRECTION OF DRAINAGE INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
C IMPACTED SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
"ROP INLET
'ITH GRATE
APPROVFD
• DROP INLET NOI; i 1, CA, 1IVMON?,1EHTAL
,A E'
COM'118SION
1 - G1,ior0ll GF WATtR QUALITY
'NT FABRIC - -
Date
Stcrtr'12ta1 Permit No.
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
APPROVED CAST IRON F? c- &COVER.
TO I LUSH WITH
TOFIINIE FINISHED GRADE H20
NORTH CAROLINA ENVIRONMENTAL LOADING BATED
MH TOP ELEV: SEE STORM DRAIN SCHEDULE
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY 3/8-INCH
CEMENT MORTAR
_ _ BITUMINOUS JOINT SEALANT
��`v OUT
W/ NON -SHRINKING GROUTED INSIDE DGROUT N ALL MANHOLE SECTIONS TO
BE `g'1 13OXAANDRDANCECASTINGWSHALL BE TO 8.
BRICK, BLOCK, CMU
OR PRECAST NCDOT CONSTRUCTION STDS.
20 LF SECTION
DIP CENTERED
WITH MH
H
CRUSHED STONE OR GRAVEL BED
INTERFERENCE
STORM DRAIN MANHOLE
NOT TO SCALE
vh..
74
MAGNOLIA:. , k-
PROJECT
GREENS 1 ;
}
4 1 � '
SITE
1499 �
s 0i `
\;r
1438
a
551
D�
,
17
566
VICINITY
NOT TO SCALE
LECEiVa
- - PROJECT BOUNDARY
- - - - -' - TRACT BOUNDARY
DRAINAGE BASIN
DA-2 DRAINAGE BASIN
LABELS
I
EXISTING LAKE
Cl WITH SILT
FENCE PROTECTION
NOTES:
IMPERVIOUS CALCULATIONS:
STREETS = 2.70 cc
SIDEWALKS = 0.07 cc
96 LOTS ® 3,600 sf = 7.93 cc
EXISTING IMPERVIOUS = 0.00 cc
TOTAL = 10.70 cc
TOTAL PROJECT AREA = 24.70 cc
IMPERVIOUS AREA (100) _
TOTAL AREA
10.70 cc (100) - 43.3
24.70 cc
`\�,1111► CA
►IIII 111 /,,,,� ,
ES
SEAL-
02 08 -
6/03
we
r or
OF THE CAFtOLINAS
CAPE FEAR
En
gineering,, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN
J.
Petroff
PROJECT
NUMBER 0650-006
DESIGN J. Petroff
CHECK
D.
Fennell
SCALE 1 "=50'
APPROVED
D.
Fennell
DATE 08 JAN 03
WATERFORD
STORMWATER DESIGN
TRACT 'C'
PROJECT NUMBER SHEET NUMBER
650-06 sW-C
02
3
U
r
En
r
Lo
0
r
0
U_�
Lo
i
3
Lo
0
r
0
Ln
Lo
0
In
LO

STORM DRAIN SCHEDULE
CF
1 CR3B
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
I-2 tons
Dry, uncho d
unweathered;avoid weeds.
Shoul e from whet or oats;
Id or mac +ne; must
be�tacke down.
TEMPORARY SEEDING
GRASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
INITIAL
1
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S .
TIME OF
SEEDING
Tl ATION F.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 6.49 AC. DISTURBED AREA = 6.49 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
PARKING SPACES PROVIDED:
REQUIRED PROVIDED HANDICAP
FIELD OFFICE 10 16 1
POOL/CLUBHOUSE 23 49 2
TENNIS COURTS 24 24 1
5' 9' 9' S' 9'
AISLE
L�
AISLE
VAN ACCESIBLE STANDARD
HANDICAPPED HANDICAPPED PARKING
PARKING PARKING SPACE
SPACE SPACE
PARKING SPACE DETAIL
NOT TO SCALE
50' ROW
+ _ 20' 16' - - _
5.
2' I-r---
I �
/4•:FT.
�j/4':FT•
/\ 6" MIN.
14 BEHIND
�I c� CURB
II <
N
Line
Length
f
Size
'n
M t'I
Slope
Invert
Down f
Invert
ft
Rim El
Down ft
Rim El
U ft
1 -CR1 A
64
24
CPP
4.
CR1A-CR1B
20
18
CPP
0.50
23.00
23,1026.57
26.57
CR1A-CR1C
24
CPP
0.25
22.05
22.26
2 .57
26.50
R1 C-CR1 D
14
18
CPP
0.25
22.76
23.11
26.50
CR1D-CR1E
140
1 18
CPP
0.25
23.11
23.46
27.15
7.97
FES2-CR2A
400
1 24
CPP
1.00
16.50
20.5019.00
24.22
R A- R2B
177
18
CPP
0.25
21.00
21.44
24.22
25.24
CR A- R2C
61
24
CPP
0.25
20.50
20.65
24,2224.23
RC-CRD
130
is
CPP
0.25
21.15
21.484.
.12
CR C-CR E
130
18
CPP
0.25
21.15
21.48
24.23
25.52
CR2 - R2F
130
18
CPP
0.25
21.481
25.52
26.78
FES3- R3A
237
24
CPP
0.25
19.51
20.10
21.00
23.53
-CR3A-CR36
20
18
CPP
0.25
20.60
20.653
CR A- R C
205
24
CPP
0.20
20.10
20.50
23.53
24.75
CR3C-CR3D
20
is
CPP
0.50
21.00
21.104.
CR3C-CR3E
85
24
PP
0.25
0
0.71
24.75
25.0
R- R3F
130
18
CPP
E.25
1. 1
.77
CR3E-CR3G
130
18
PP
1 1
21.54
25.03
6.51
CR3G-CR3H
130
18
CPP
0.25
21.54
21.86
26.51
27.72
NOTE:
STORMDRAIN STRUCTURE
LABELS ON THIS SHEET
REFER TO TRACT 'D' ONLY
12 13'
7' 7' 2
u.�
a
Q
:.::
STON:t'
C�
Z
V)
�'1+'SFr.
j 4 FT- '•
35' t 15' f
N 6" MIN.
m BEHIND
N Q CUR
W � •
\� NoI ' No SECTION
TEMPORARY
ONE-WAY CIRCULAR DRIVE CONSTRUCTION
WITH PARKING LOT AND ACCESS DRIVE ENTRANCE
NOT TO SCALE
SCORING 0 8' INTERVALS,
3,000 PSI CONCRETE SIDEWALK, 3/8" x 3/8"
BROOM FINISH, SLOPE 1/4" /FOOT 1/2" EXP. JOINT 0 24'
IN DIRECTION OF DRAINAGE INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
777 /\�/\�/\�/\ /.
COMPACTED SUBGRADE
CONCRETE WALKWAY
NOT TO SCALE
BRICK, BLOCK, CMU
OR PRECAST BOX
12" CRUSHED STONE
C
SECTION
WIRE FENCE AND
FILTER FABRIC
FRAME AND GRATE
2'x2' OR 2'x3'
z
OUTLET PIPE
N
LO
NOT TO SCALE
24"
16 4j"
1"
1"
R1j" 1" Rj"
R1" R1"
N
'0 •
�7
WHERE CENTER MEDIAN CURB
IS REQUIRED GUTTER SHALL
SLOPE AWAY AS SHOWN
CURB 8c GUTTER 'A'
NOT TO SCALE
5„ 22" 5"
I� �I
,I I,
- --- BASIN FRAME AND
N �-- - GRATE MAY VARY IN
NONESSENTIAL DIMENSIONS
KNOCK -OUT PANELS
IN ALL WALLS P I -A N
DROP INLET
NOT TO SCALE
INLET SEDIMENTATION CONTROL
NOT TO SCALE
APPROVED
0RTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
l O'� \SD
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
INVERT PLAN
MANHOLE RING & COVER
o (SEE NOTE)
--' ::;•:: BIT. PAVEMENT
& BASE COURSE
N
30"
_--CONE
'
MANHOL
Z STEP
a (TYP.)
w RUBBER
GASKET
U) (TYP.)
w
w
1 4'-0"
w
>
�4-Q
Q 1'-0" MIN.
► N M (TYP.)
CRUSHED ri,...; -'a; ....• i. •.: ;r • s. /tiff 6"
STONE �' .' •� ..:...'� - T
6"
SECTION
PRECAST CONCRETE
MANHOLE
NOT TO SCALE
FI�trA11� qe Mpq
�t RIC C1
ISOMETRIC
SILT FENCE D E TKO�'Te R�?��!.�,
NOT TO SCALE IUAr� ,c"
DIVE,:
:LITY
METER (TO BE FURNISHED I
BY OWNER/DEVELOPER)
METER BOX PER 3
NBSD STANDARDS I
INSTALL CORPORATION STOP RIGHT-ANGLE STOP CI
\ \ � 0 1"BRASS TEE
WATER MAIN \ PLUG BRANCH
CURB STOP `r o 0
o• 0;0'0• o
---NEW SERVICE LATERAL 1' 0 •000•0 0Oo o 0 0 00-
\•cPOo0oo• 0
CLASS 200 POLYETHELYNE
12" x 3/4" 0 BRASS NIPPLE
1"0/4" REDUCER 4" GRAVEL
SECTION 3" x 1" 0 BRASS NIPPLE
SERVICE CLAMP 411A T E R SERVICE
LATERAL
NOT TO SCALE
TREATED 4"x4"x6'
LANDSCAPE TIMBER
C.I. BOX 2' MINIMUM
3 TREATED 4"x4"x6' &COVER
LANDSCAPE TIMBER 4" AIR GAP
4' MINIMUM
MAX 45' LONG
SWEEP AS REQUIRED GLUE CAP
C.I. BOX TO REACH OPTIMUM
& COVER DEPTH 45' ELBOW
45' ELBOW LATERAL
GLUE CAP 45'
MAX 45' LONG
VARIBLE SLOPE ASEREQDENDS
LATERAL 1.5% MIN. ANGLE AS
READ.
FAR SIDE SEWER MAIN
SERVICE TYPICAL
DETAIL NEAR SIDE SEWER
CONTRACTOR SHALL VERIFY PRIOR TO SERVICE TYPICAL
INSTALLATION THAT ELEVATION OF SERVICE DETAIL
WILL PROVIDE ADEQUATE DEPTH TO SERVE LOT. SECTION
- USE WYE FITTINGS AT SERVICE.
SANITARY SEWER SERVICE
LATERAL
NOT TO SCALE
MAGNOLIA �r
GREENS I If,
438
VICINITY
NOT TO SCALE
A`� ROJ ECT
SITE
A
0� 551
17 56600
LEGEND
- - -- PROJECT BOUNDARY
TRACT BOLINDARY
DRAINAGE BASIN
LANDSCAPED AREA
i
Cl WITH SILT
FENCE PROTECTION
EXISTING LAKE
IMPERVIOUS
CALCULATIONS:
BUILDINGS
= 0.16 cc
PARKING
= 1.32 cc
TENNIS
= 1.07 cc
POOL DECK
= 0.34 cc
WALKS
= 0.48 a
TOTAL = 3.37 cc
TOTAL PROJECT AREA = 6.49 cc
IMPERVIOUS AREA (100) =
TOTAL AREA
3.37 cc (100) = 51.93
6.49 cc
``Nuuu�llilrr,/
CARp���.,,%
OR,
ESS/per 9
SEAL 9 -
02,1 08
ZZ
61 10.3
ater or
OF THE CAROLINAS
CAPE FEAR
Engineering, l 7c.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN :
W.Cavenaugh
PROJECT
NUME ER 0650-014
DESIGN : W.Cavenaugh
CHECK
D. Fennell
SCALE 1"=30,
APPROVED:
D. Fennell
I DATE. 20 JAN 03
WATERFORD
AMENITY CtNTER
TRACT V
0
STORMWATER & EROSION
CONTROL
UTILITIES AND SITE
PLAN AND DETAILS
PROJECT NUMBER SHEET NUMBER
650-14 SW-D

i•
Al
f ..
\ L j „ 52'
-1
tt q n
'
° 1 E N 88 03 05 E - _ --
f - -- 3 '
\�
s 0 q ' j_ - k
\ate
i
7 49 48
26 E
-- 1 122.4
2 ° 79 ,
3
� S
_NN N, tK , 87 _ ° D'E �6 1
00
� � 1 „E 61.10 ' 1
N /',(,
W
( �� - 1 -
'r
V`�
\ , ' O CJl I23
N
00
r
i
100
9
TRACT 'B' o i
(4 (SEE SHEET SW—B) ' /� o U, ;,
i
NNN
_115j- on
C0
N �
1 1
\ 01) i
(26)
CO Ln
i _..
co
Ln
Ln
24*
tl Cox
_ -
FTI
d-
� I
40
• NOD S ♦ , I f Tl
YD1 '
O� F ' 2 FT C7
J_ r
12
1 INCH = 60'
° 6
NOTE -
TRACT TO BE SOLD AND DEVELOPED BY
— vv
FUTURE
DEVELOPMENT
(SEE SHEET SW A)
MULCHING MATERIALS AND APPLICATION RATF�
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
I-2 tons
—
D' unweathered. avoid weeds,
Shoeual goyrIle idoor mac finer oats;
$$P Y ;must
be tacked down,
TEMPORARY SEEDING
GRASS TYPE
AMOUNT
1000 S
TIME OFFERTILIZATION
SEEDING
INITIAL
00
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
F RTI IZATI N 1000 SF.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 29.28 AC. DISTURBED AREA = 29.28 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT.
7. ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF —PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
I I -- • APPROVED
NORTH CAROLINA ENVIRONMENTAL
/, • \ MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
�'R D
-SHEET_ SW—D7 .r� ,i-� ` \; - y
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
JAM
74
76
A MAGNOLIA ZPROJEC
GREENS ,.
1499 =r SITE
1438 O� 551
N : 17
K - 566
VICINI AP
NOT TO SCALE
LEGEND
—� PROJECT BOUNDARY
TRACT BOUNDARY
DRAINA(-F BASIN
DA-2 DRAINAGE F',A- IN
LABELS
71
- -- EXISTING LAKE
Cl WITH SILT
FENCE PROTECTION
NOTES -
IMPERVIOUS CALCULAl10NS:
OTHER = 15.00 ac
TOTAL - 15.00 cc
TOTAL PROJECT AREA - 29.28 cc
IMPERVIOUS AREA (100) = %
TOTAL AREA
15.00 cc (100) = 51.23
29.28 cc
4\`\\ �11t111111111 /
r A1'rll
SEAL
02 08
D
6/18/03
CAPE FEAR
Ehgineerlhg, Inc.
151 Poole Road, Suite 1 oo
BeNille, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
WATERFORD
STORMWATER DESIGN
TRACT 'E'
PROJECT NUMBER SHEET NUMBER
650-06 SVV-E

E
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
I-2 tons
Dry, unchopped,
unweathered; avoid weeds.
Shoul come from whept or oats;
sprea by Y�and or machine; must
be tacked down.
TEMPORARY SEEDING
GRASS TYPE
AMOUNT
1000 SF.
TIME OF
SEEDING
INITIAL
FERTILIZATION 1000 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA NA NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA NA NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
FERTILIZATION/1000 SF.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
112 TO 1 LB. N.
SEPT. - OCT.
12 LBS, 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
GENERAL NOTES:
1. CONTRACTOR TO FIELD VI RIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 3.46 AC. DISTURBED AREA = 3.46 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT.
7. ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMLNT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF —PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KLEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (C.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
I
I
I
1
i
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
1
1
\ r'
.I
\
APPROVED
NORTH CAROLINA ENVIRONMENTAi
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
�p
74
76
PROJECT
cR>N� s �' ITE
1499 o
551
1438
17 566
i
VI0INI A"P
NOT TO SCALE
LEGEND. -
DA-2
0
NOTES:
PROJECT BOUNDARY
TRACT BOUNDARY
DRAINAGE BASIN
DRAINA(-�E BASIN
LABEI
I �/1 STING LAKE
Cl WITH SII I
FENCE PROTECTION
IMPERVIOUS CALCULATIONS:
OTHER = 2.77 au
TOTAL = 2.77 ac
TOTAL PROJECT AREA = 3.46 ac
IMPERVIOUS AREA (100) = %
TOTAL AREA
2.77 ac (100) = 80 %
3.46 ac
SEAL
a
01113104
Water or
OF THE CAROLINA5
CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belvllle, NC 28451
TEL [phone]
FAX [phone]
www.capeleareng.com
� DRAWN :: J. Petroff PROJECT
DESIGN J. Petroff NUMBER
0650-006
CHECK D. Fennell SC4,LE 1 "=20'
APPROVED : D. Fennell DATE 03 JUN 03
WATERFORD
STURMWATEI;? DESIGN
TRACT 'F
PROJECT NUMBER SHEET NUMBER
650-06 SV\I—F
0
Q,
3
0
i
0
Cn
3
0
0
Ln
0
Ln
co
..

L 11 4.0 5'
!o
R 1087
�n
50' ROW
25' 25'
13' 12' 12' 9' 4'
2' 10' 10' 2'
1",/ FT. �► �t �":FT. t i��� -1"/ FT
1-1/2" 1-2
6" ABC 6" MIN. z z
24" ROLL CURB & BEHIND N � O
GUTTER (TYPICAL) CURB N
1'-0" 1'-0" 1t-0" 1,-Op,
A.
s 4. _ s
4
d
a . a cD v d a ,
4+ n 4v
2'-0" 2'-0„
REVERSE SECTfON STANDARD SECTfON
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
RESIDENTIAL STREET
SECTION (CROWN)
NOT TO SCALE
GENERAL NOTES:
so' ROW
1.
CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
25' 25'
2.
PROJECT AREA = 50.65 AC.
13' 12'
12' 13'3.
LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
2'
10'
10'
2'
BOUNDARY UNLESS OTHERWISE SHOWN.
FT.-,
4.
SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
1/4"`Fr --
.
4
.-1"/ FT
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
1-1/2" 1-2
:T•
5.
IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYI.TFM
6.
WETLANDS SHOWN PER PLAN.
s" ABC
6" MIN.
24" ROLL CURB & BEHIND
R z z
N5�
SEDIMENTATION MAINTENANCE PLAN
GUTTER (TYPICAL) CURB
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL 2E
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
STREET
THAN 0
RUNOFF-PRORESIDENTIAL
RAINFALL BUTNWILOL SIMMED
EVERY WEEK. ANY NEEDED REPA RSCING
BESMADE A LYETO
SECTION (SUPER-
ELEVATED)
MAINTAIN ALL PRACTICES AS DESIGNED.
2.
TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
NOT TO SCALE
OFFSITE.
50' ROW
25' 25'
MULCHING MATERIALS AND APPLICATION RATES
16' 9' 9' 16'
2' 7' 7' 2'
17 FT.
4": FT.
1-1/2" 1-2 :
6" ABC
6" MIN. : z z
24" ROLL CURB & BEHIND N O
GUTTER (TYPICAL) CURB N
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
�'� unchoPped�
unweathered; avoid weeds.
dd
mead b hand or machine m st
5be tacked down.
TEMPORARY SEEDING
2210.17
-SCORING ® 8' INTERVALS,
3,000 PSI CONCRETE SIDEWALK, x 3/8" BROOM FINISH, SLOPE 1 4 /FOOT 1/2" EXP. JOINT ® 24'
IN DIRECTION OF DRAINAGE INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
COMPACTED SUBGRADE-
CONCRETE SIDEWALK
NOT TO SCALE
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE, GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
GRASS TYPE
1000U S
EEDING
INITIAL
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
ONE-WAY RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
NOT TO SCALE
GRASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
F
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
50' R/W
24' B-B
13TAKES
i
iiEDIMENT FABRIC WITH
IRE BACKING
RUNOFF WATER
ITH SEDIMENT
BURII I)
SEDIMI N'T FABRIC
CUL-DE-SAC DETAIL
NOT TO SCALE
^ROP INLET
'ITH GRATE
.
DROP INLET
SEDIMENT FILTER FOR DROP INLET
NO] IU '_-1C:AI f
STORM DRAIN SCHEDULE
j' d
LINE
LENGTH
(ft)
51ZE
(in
MAT'L
INVERT
DN ft
INVERT
UP ft
RIM
DOWN(Ft)
RIM
UP ft
FE5#]-CI#2
50
i6
HDPE
22.50
22.60
25,00
25.%
CI#2-CI#3 22 18 _ RCP 22.60 22.70 25.g6 25.%
CI#2-CI#3A 112 16 RCP 22.70 22.50 25.g6 1 26.53
FES#A-CI#5 3A 24 HDPE 22.00 22,00 25.00 25.73
GI#5-CI#6
22
24
RCP
2200.
2,00
22.00
25,73
25.73
25,73
25.00
CI#6-FE5#7
34
24
NDPE
22.00
CI#5-GI#8
183
18
RCP
22.00
22.60
25.73
25.59
0#8-0410
48 1
18 1
RCP
22.60
22.70 1
25,5q
25,40
CI#8-CI#q 2 GP 22.60 22.70 25,59 25.5q
FE5# I-0#12 1601 24 1 HDPE 1 21.70 21,90 25.00 2515
CI#12-CI#13 1 49 1 18 1 RCP 1 21.90 1 22.60 1 25.15 200
CI#13-CI#14 1
22 1
18 1
RCP 1
22.60 1
22.70 1
25.40
25.40
FE5#15-CI#16
160
24
HDPE
21.g0
22.10
25.00
25.43
CI#16-CI#17
22
18
RCP
22.60
22.70
25.43
25.43
CI#17-JB#I5
IN
18
RCP
22.70
22.010
25.43
26.50
JB#18-CI#Iq
33
18
RCP
1 22.g0
23.00
'x 50
25.75
FES#20-CI#21
1 155
1 18
HDPE
1 22.50
1 22.70
1 25.00
1 25.53
0#21-0#22
1 22
1 18
1 RCP
1 22.70
1 22.80
1 25.53
1 25.53
FE5#23-GI#24
139
24
HDPE
22.00
22.35
25.00
25.60
CI#24-CI#25
48
24
RCP
22.35
22.55
25.60
25.80
CI#25-JB#27
131
18
RCP
22.55
22.75
25.80
26.50
JB#27-CI#28
15q
IS
HDPE
22.75
22.010
26.50
25.67
0#28-0#29
22
1 18
1 RCP
22.010
23.00
25.67
25,67
CI#25-CI#26
22
1 18
1 RCP
22.55
22.65
25,80
25.50
FES#30-GI#31
146
18
1 HDPE
22.50
22.80
25.00
1 25.57
0#31-CI#32
1 22
1 18
1 RCP
22,80
22.90
1 25.57
1 25.57
FES#33-CI#34 1 134 1 18 1 HDPE 1 23.00 23.20 1 25.00 1 26.45
FES#35-CI#36
1 140
1 IS
1 HDPE
1 22.50
1 23.10
1 25.00
1 25.57
CI#36-CI#37
1 22
1 IB
I RCP
1 23.10
1 23,20
1 25.87
1 25.87
FES#38-CI#3q
141
1 24
1 HDPE
1 22.00
1 22.00
1 25.00
1 25.2g
CI#3q-CI#40
1 22
1 18
1 RCP
1 22.00
1 22.20
1 25.2q
I 25.2q
FE5#41-CI#42
I 13q
1 18
1 HDPE
1 22.50
1 23.00
1 25,00
1 25.84
0#42-0#43
1 22
1 18
1 RCP
1 23.00
1 23.10
1 25.84
1 25.84
FE5444-C1445
1 139
1 18
1 HDPE
22.50
1 23.00
25.00
1 25.84
CI#45-CI#4(,
1 22
1 IB
1 RCP
23.00
1 23.10
1 25.54
1 25.54
FE5#47-C1#48 1 114 1 18 1 HDPE 1 22.50 1 22.80 1 25.00 25.51
FES#63-FESA*41 320 1 24 1 HDPE 1 22.00 1 22.00 1 25.00 125.00
APPROVED
NORTH cWoi w►
om
hill ��
DM" OF WATEA
�
FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.03B
c1 4
z6" 2' 2„ 6„
5 -
LO
SECTION X
BACK 01 CURB --\
PLAN
-
---- - -- ----------- - - - - -
- -�
Z6„ 30_O,p IS"
mi
cV
SECTION Y
CURB INLET
NOT TO SCALE
50' MIN.
Q:'.'
...
:'...............,...::::::::::..
o
p 4 ST01J r to
'„:'.'.'.
Z
..
F
W
PLAN
35' t 15' t
SECTION
TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALE
0
N
APPROv
NORTH CAROLINA ENVI
MANAGEMENT COIF,
DIVISION OF WATER c''
wO�eN
OgCkFI
�fR �L Np co
F�RMc AQT
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
Li
6�
C
w r > 74
76
MA
GNOLIA PROJECT
M� �. ;
GREENS �� ` SITE
1499
t& p� 551
1438 �� q
17 566
VICINI AP
NOT TO SCALE
_j
PROJECT BOUNDARY
DRAINAGE BASIN
SYSTEM BOUNDARY
51�,I,a,INAat BASIN
LABELS
WETLANDS
PROPOSED LAKES
EXISTING LAKE
CI WITH SII-T
FFNCF PROTECTION
NOTES
IMPERVIOUS CALCULATIONS:
STREETS 4.76 ac
SIDEWALKS - 0.00 ac
138 BUILDINGS 13.66 ac
LOT ALLOCATION = 0.00 ac
TOTAL = 18.42 ac
TOTAL PROJECT AREA = 50 65 ac
IMPERVIOUS AREA (100) =
TOTAL AREA
18.42 ac (100) = 36.37%
50.65 ac
CA Ro
Q�OFE$S/0�q
SEAL _
07 SOH =
/,����
11/3d/04
�o
a er or
O€ riIE CAROL,XW,&S
CAPE DEAR
Engineerit79 Inc.
,
151 Poole Road, Sulte 100
Belvllle, NC 28451
TEL [phone]
FAX [phone]
www.capefegrfflg;88
)RAWN K.Dyer
)ESIGN : K.Dyer
:HECK : D. Fennell
APPROVED D. Fennell
PROJECT
650-06
NUMBER
SCALE 1 "=60'
DATE 14 JAN 04
WAT�w:QFORD
STORMWATER DESIGN
TRACT 'G'
PROJECT NUMBER SHEET NUMBER
650-06 SVV-G

�<z
60 0 60 120
1 INCH = 60
aF-Am" 0
SEDIMEI\
WIRE Bf
RUNOFF
WITH SE
__T
BURIED
SEDIMENT FABF
LINE
LENGTH ft
SIZE in
SLOPE %
INVERT
DOWN ft
INVERT
UP ft
RIM
DOWN ft
RIM
UP ft
FES 1-CI #2
292
18
0.14
20.00
20.40
23.00
23.41
CI 2-CI 3
22
18
0.45
20.40
20.50
23.41
23.41
FES 4-CI 5
176
18
1 0.11
1 20.00
1 20.20
1 23.00
1 23.25
CI 5-CI6
1 22
1 18
1 0.45
1 20.20
1 20.30
1 23.25
1 23.25
FES 7-CI 8
216
18
0.09
19.701
19.90
1 23.00
1 22.96
CI 8-CI 9
22
18
0.45
19.90
1 20.00
1 22.96
1 22.96
FES 10-CI 11
159
18
0.13
19.70
1 19.90
1 23.00
1 22.96
CI 11-Cf 12
22
18
0.45
19.90
1 20.00
1 22.96
1 22.96
FES 13-CI 14 1
45 1
18 1
0.22
19.55
19.65
23.00
22.71
CI 14-CI 15 1
22 1
18 1
.45
19.65 1
19.75 1
22.71 1
22.71
FES 16-CI 17 1
156 1
18
0.13
19.70 1
19.90 1
23.00 1
22.96
CI 17-CI 18
22 1
18 1
0.45
19.90 1
20.00 1
22.96 1
22.96
FES 19-CI 20
190 1
18 1
0.11
19.70
19.90 1
23,00 1
22.96
CI 20-CI 21
22 1
18 1
0.45
19.90 1
20.00 1
22.96 1
22.96
FES 22-CI 23 1 162 1 18 1 0.15 1 19.30 19.55 23.00 22.68
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 25.92 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. WETLANDS SHOWN PER PLAN.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSI TE.
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dry, unchopped,
unweathered; avoid weeds.
Should come from wheat or oats;
bertacked down. or machine; must
TEMPORARY SEEDING
50' ROW
25' 25'
13' 12' 12' 9' 4'
2' 10' 10' 2'
Fr. _I /4..: FT. 1 -.-1" FT
4"; Fr
°kel.�'.r- •.mil\ 11 ,
1-1/2" 1-2 e
6" ABC 6" MIN. Z Ld
24" ROLL CURB & BEHIND N ID
GUTTER (TYPICAL) CURB �n
RESIDENTIAL STREET
SECTION (CROWN14
NOT TO SCALE
50' ROW
25'
25'
13' 12'
12'
13'
2' 10'
10'
2'
1-1/2" 1-2
r '
6" ABC
6" MIN.
z z
24" ROLL CURB &
BEHIND
N 5i °-
GUTTER (TYPICAL)
CURB
co
RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
NOT TO SCALE
FRAME, GRATE & HOOD
N.C.D.O.T. STD.
#840.03B
N
0
i�
z6„
2'-2„
6„
N
SECTION
X
BACK OF CURB
PLAN
SECTION Y
CURB INLET
NOT TO SCALE
50' MIN.
_ 50' ROW 35' f 15' f
25' 25'
16' 9' 9' _ 16'
2' - 7' 7' 2'
"/ Fr. SECTION co
- -1"/ FT
1-1/2" 1-2' ' - ' TEMP. CONSTRUCTION
6" ABC ENTRANCE
6" MIN. z
24" ROLL CURB & BEHIND N � O NOT TO SCALE
GUTTER (TYPICAL) CURB V)
ONE-WAY RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
NOT TO SCALE
1'-0" 1'-0"
I
a
r
2'-0" 2,-0„
REVERSE SECTION STANDARD SECTION
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
GRASS TYPE
1000U ST.
SEEDI�G
INITIAL
000 SF.
TION ANCE
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
CROP INLET
'ITH GRATE
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALL
a
0
N
Ei
APPROVED
WORTH CAROUNA ENVMWENTAL
MANAGEMENT COMMl8 M
DMSION OF WATER QUALITY
EN
1L�R F osT ��
ABRIc �
f3CkFLL�
I
R F1l�R o coMp
ABRIC AQT
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
50' R/W
24' B-B
CUL-DE-SAC DETAIL
NOT TO SCALE
3,000 PSI CONCRETE SIDEWALK,
BROOM FINISH, SLOPE 1 /4" /FOOT
IN DIRECTION OF DRAINAGE
iI /
'7777 �\ i
SCORING @ 8' INTERVALS,
3/8" x 3/8"
1/2" EXP. JOINT © 24'
INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
COMPACTED SUBGRADE-�
CONCRETE SIDEWALK
NOT TO SCALE
NOT TO SCAL-E
LEGEND:
- - -y PROJECT BOUNDARY
DRAINAGE BASIN
SYSTEM BOUNDARY
DA-2 DRAINAGE BASIN LABELS
i
WETLANDS
I
PROPOSED LAKES
--. EXISTING LAKE
� I
CI WITH SILT
FENCE PROTECTION
NOTES:
IMPERVIOUS CALCULATIONS:
STREETS = 1.77 ac
SIDEWALKS = 0.03 ac:
LOT ALLOCATION = 7.16 ac
EXISTING IMPERVIOUS = 0.00 ac
TOTAL = 8.96 ac
TOTAL PROJECT AREA = 25.92 ac
IMPERVIOUS AREA (100) =
TOTAL AREA
8.96 ac (100) == 34.57%
25.92 ac
ya�q�lellfee°° I LI -
+,. ®®,
SEAL
028858
Ivate r or.
OF THE CAROLINAS
DRAWN K.Dyer PROJECT
DESIGN K.Dyer NUMBER 650-06
CHECK D. Fennell SCALE: 1 "=60'
APPROVED : D. Fennell DATE 16 FEB 04
WATERFORD
STORMWATER DESIGN
TRACT 'H'
PROJECT NUMBER SHEET NUMBER
650-06 SW-H
a
m
3
Cn
0
0
Ln
cc
3-
cc
0
i
0
Ln
UD
0
Ln

I
ss
9 2 -0 2'-O»
�6s REVERSE SECTION STANDARD SECTION
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
f� C13 I NAU I I FES#7
BOUNDARY I � _ - ---
5 0--OW
-------- - - - - --
tiR g o --------- --- -- - - _ __-___ _- --CI-
0 759 • �-
5 4 2
S88°59'45" N89°51'50"E S84°58'05"W Ng0.5 f
/Sg0°01 04„W 245.44 S88°31'01 "W 62.1 1'- 2'35„w
8 32/j� / 1 13.66 99.93' 143.88' = E
6
__ S W N
�0
10000",
_ _. __ - .. 36 37 Zq
Ir
,
41.94
'30.
FES 9-.__,
1
M .
ti
` I
t •�
GENERAL NOTES: SEQUENCE EN CE OF CONS
TRUCTION
STRUCTION
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION. 1 ° PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING. 60 0 60 120
2. PROJECT AREA = 33.53 AC. 2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT 3. INSTALL GRAVEL CONSTRUCTION E'VTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS. 1 INCH = 60
BOUNDARY UNLESS OTHERWISE SHOWN. 5. TOPSOIL REMOVAL AND/OR STORAGE.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS 6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS. AND AFTER EACH SIGNIFICANT RA:NFALL EVENT (0.5" OR GREATER).
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM. 7. PLACE TEMPORARY SEEDING ON ,,NY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
6. WETLANDS SHOWN PER PLAN. 8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
SEDIMENTATION MAINTENANCE PLAN TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE SPREAD EVENLY ACROSS THE SI iE. GRASS THESE AREAS IMMEDIATELY EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
MAINTAIN ALL PRACTICES AS DESIGNED. STAKES
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
SEDIMEI\
OFFSITE. WIRE B/
MULCHING MATERIALS AND APPLICATION RATES RUNOFFWITH SE
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dry, unchoed,
unwppeathered; avoid weeds.
Should come from wheat or oats;
spread by hand or machine; must
be tacked down.
TEMPORARY SEEDING
GRASS TYPE
AMOUNT
1000 SF.
TIME OF
SEEDING
INITIAL
FERTILIZATION 1000 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
FERTILIZATION/1000
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FRB. - MARCH
1/2 TO 1 LB. N.
NA
-T
BURIED
SEDIMENT FABF
50' ROW
25' will 25'
13' 12' 12' 9' 4'
2' 10' 10, 2'
6" ABC 6" MIN. z zl
24" ROLL CURB & BEHIND iV - O
GUTTER (TYPICAL) CURB �
RESIDENTIAL STREET
SECTION (CROWN)
NOT TO SCALE
SCORING © 8' INTERVALS, 50' ROW
3,000 PSI CONCRETE SIDEWALK, 3/8" x 3/8"
BROOM FINISH, SLOPE 1/4" /FOOT 1/2" EXP. JOINT © 24' 25 25'
IN DIRECTION OF DRAINAGE INTERVALS TYP. & 13' 12' 12' 13'
AT ALL RADII 2' 10' 10' 2'
INTERSECTIONS
COMPACTED B SU GRADE
CONCRETE SIDEWALK
NOT TO SCALE
C 5 73.5'
80
\ /
y
. /
\ \
63
ACT I
>UNDARY CI#1
..�
oo
/ 7 /
^ROP INLET
lITH GRATE
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
;II III, � Lie
- �---- _ \
1/4 FT y
FT
• • IIy�
6" ABC
6' MIN. 'zw
24" ROLL CURB & BEHINDiv '0
GUTTER (TYPICA ) CURB
RESIDENTIAL STREET
SECTION (SUPER -ELEVATED
NOT TO SCALE
50' ROW
25'
16' g'
�4. F
25'
9
16
--_
7'
-•
1 �.
FRAME, GRATE & HOOD
N. C. D. 0. T. STD. #840.03B
N
°
z 6„ 2,_2,> 6,>
co
N
SECTION X
BACK OF CURB- \
PLAN
SECTION Y
CURB INLET
NOT TO SCALE
6" MIN. w
-24" ROLL CURB & BEHIND N
GUTTER (TYPICAL) CURB N
ONE-WAY RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
NOT TO SCALE
71.4'
l
6
I ,
TRACT H��
RY
14 i
I
I I I
APPROVED +'
NORTH CAROUNA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
I
E
N ON s
FI p T
�� AeRI� •�
G�
OyR kFl�l NI
R FII�R D coMa
AgRlc ACT
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
PLAN
BISECTION °I
TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALE
a2s,
50' R/W
24' B-B
CUL-DE-SAC DETAIL
NOT TO SCALE
STORM DRAIN SCHEDULE
LINE
FES 1-CI 2
Cl 2-CI 3
LENGTH t
248 _
22
SIE in
18
_ 18
SLOPE %
0.08
0.45
ATL
HDPE
RCP
INV DN
19.50H19.80
19.70
I INV UP
9.70
I RIM DN
25. )0
1 22.49
RIM UP
22.49
1 22.49
FES 4-CI 5
CI 5-CI 6 1
233
22
18
18
0.091
0.45 1
HDPE
RCP1
1 19,50
19.70
1 1930
1 19.80
1 25.00
22,62
22.62
1 22.62
CI7-CI 8 51 18 0.39 HDPE 19.50 19.70 23.00 23.36
FES 9-CI 10
CI 10-CI11
Cl 11-CI 12
229
82
22
24
18
18
0.15
0.18
0.45
HDPE
HDPE
HDPE
19.40
19.75
19.90
19.75
19.90
1 2000.
23,00
23.27
23.54
23.27
23.54
23.54
FES 13-CI 14
CI 14-CI 15
1 29
1 22
18
18
0.69
0.45 1
HDPE
HDPE
1 19.50
1 19.70
1 19.70
1 19.80
1 23.00
1 22.98
1 22.98
F 22.98
FES 16-CI 17 29 24 0.69 HDPE 19.40 19.60 23.00 22.85
FES 18-CI 19
CI 19-CI 20
265
22
24
24
0.08
0.45
HDPE
RCP
19.00
19.20
19.20
19.30
1 23.00
1 22.59
22.59
22.59
FES 21-CI 22
CI 2Z::I 23
50
138
18
18
0.20
0.18
HDPE
RCP
19.50
19.60
19.60
19.90
1 22.00
1 22.35
22.35
1 23.10
FES 24-JB 25
JB 25-CI 26
257
27
18
18
0.12
0.37
HDPE
1 HDPE
19.30 19.60
19.60 19.70_L
22.00
23.50
1 23.50
1 22.35
VICINIFFY
NOT TO pCALE
LEGEND:
- - -� PROJECT BOUNDARY
DRAINAGE BASIN
"""'""" loll III r SYSTEM BOUNDARY
DA-2 DRAINAGE BASIN LABELS
w w w
w w w w WETLANDS
I
PROPOSED LAKES
- I
EXISTING LAKE
I
Cl WITH SILT
FENCE PROTECTION
Notes
IMPERVIOUS CALCULA710NS:
STREETS = 2.38 ac
SIDEWALKS = 0.03 ac
41 LOT ALLOCATION = 7.53 ac
EXISTING IMPERVIOUS = 0.00 ac
TOTAL = 9.94 ac
TOTAL PROJECT AREA =33.53 ac
IMPERVIOUS AREA (100) _
TOTAL AREA
9.94 ac (100) = 29.65%
33.53 ac
CAPE FEAR
%<
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
00
DRAWN K.Dyer PROJECT
DESIGN K.Dyer NLIMBER 650-06
CHECK D. Fennell SCALE 1 "=60'
APPROVED: D. Fennell DATE 16 FEB 04
WATERFORD
STORMWATER DESIGN
TRACT '1'
PROJECT NUMBER SHEET NUMBER
650- 06 SW- I
a
m
0
I
0
I
0
LD
M
o"
LO
3
a
i
co
0
I
0
LP
0
Ln
co

4
1
I
■
■
v
140
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 97.97 AC.
SEQUENCE OF CONSTRUCTION
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
1.
PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
BOUNDARY UNLESS OTHERWISE SHOWN.
2.
DETERMINE AND MARK LIMITS OF DISTURBANCE.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
3•
INSTALL GRAVEL CONSTRUCTION ENTRANCES.
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
4•
CONSTRUCTION OF SWALES AND ROCK DAMS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
5.
6.
TOPSOIL REMOVAL AND/OR STORAGE.
INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
6. WETLANDS SHOWN PER PLAN.
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" 0,' GREATER).
7.
PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
SEDIMENTATION MAINTENANCE PLAN
BE LEFT IDLE FOR MORE THAN 15 DAYS.
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
8.
PERMANENT GRASS SHALL BE INSTALLED FOR ALL /,REAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
TO ESTABLISH A VIGOROUS STAND OF GRASS.
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY
9.
AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
MULCHING MATERIAP S ANn APPI I(-A7nr\I QATr-Q
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dry, u�lchopped,
unweathered; avoid weeds.
Shod orr�a from wheat or oats;
M'e� hand or machine; must
sbe tacked down.
TEMPORARY SEEDING
GRASS TYPEAM
11000U S
SIEEDI OF
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR
INITIAL MAINTF NCE Jr
25 LBS. 10-10-10 NA NA NA
25 LBS. 10-10-10 NA NA NA
25 LBS. 10-10-10 MARCH - APRIL EACH 4-8 WEEKS AUG. - SEPT.
12 LBS. 10-10-10 1-2 LBS. N. 12 LBS. 10-10-10
25 LBS. 10-10-10 FEB. - MARCH MAY & DEC. SEPT. - OCT.
12 LBS. 10-10-10 1/2 TO 1 LB, N. 12 LBS. 10-10-10
25 LBS. 10-10-10 FEB. - MARCH 1/2 TO 1 LB. N. NA
a �
a
4.
Ad n 4a a
IN
REVERSE SECTION STANDARD SECTION
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
SCORING ® 8' INTERVALS,
3,000 PSI CONCRETE SIDEWALK, 3/8" x 3/8"
BROOM FINISH, SLOPE 1 /4" /FOOT 1/2" EXP. JOINT @ 24'
IN DIRECTION OF DRAINAGE INTERVALS TYP. &
AT ALL RADII
k INTERSECTIONS
COMPACTED SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
STAKES
SEDIMEN
WIRE BA
RUNOFF
WITH SE
BURIED
SEDIMENT FABR
,;J' R/W
-- 24' B-B
CUL-DE-SAC DETAIL
NOT TO SCA!_E
=T
721 V�
C8�) n 0),
0
R=50' FRAME, GRATE & HOOD
- _ N.C.D.O.T. STD. #840.03B
R-3T \
R-35' / \
\ N
1 � •
6» 2p-2a, 6»
I �
R=23' �\
50,
R/W SECTION X
- 24' B-B
BACK OF CURB
CUL-DE-SAC DETAIL
NOT TO SCALE -
^ROP INLET
ITH GRATE
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
50' ROW
25' 25'
13' 12' 12' 9' 4'
210' y 10' 2'
1 "/ FT. -1 4": FT. 1 1 4": FT. ` 1 1. FT .. . .
1-1/2" i-2
uj
6" ABC 6" MIN. z z
24" ROLL CURB & BEHIND N - O
GUTTER (TYPICAL) CURB N
RESIDENTIAL STREET
SECTION (CROWN)
NOT TO SCALE
50' ROW
25' 25'
13' 12" 12' 13'
2' _ 10' 10` 21'
I i "/ FT.--
T. -- --
s 1 4". FT FT
1-1/2"` 1-2 ,
4�" ABC
6" MIN. z z
24" ROLL CURB BEHIND N O
GUTTER (TYPICAL)' CURB
RESIDENMAL STREET
SECTION (SUFER-ELEVATED)
NOT TO SCALE
50' ROW
- 25' 25'
r
16' 9' 9' 16,
2' 7' 7' 2'
1 "/ Fr.
1 4 ": FT.
1-1 12" )-2 '
6" ABC
6" MIN. Z z
24" ROLL CURB & BEHIND
GUTTER (TYPICAL) CURB N
ONE-WAY RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
NOT TO SCALE
o'
<........�.. y� MgkII��M
RF
a✓ 4' STONr- �� h ;' :.
:.... .
z . . \ ,W ,00eN
V) Sly qZ
..........................:�::.
w PLAN1F�o
� QJ45�'
60
't SECTION "' FAO PACT
TEMP. CONSTRUCT ISOMETRIC
ION SILT FENCE DETAIL
ENTRANCE NOT TO SCALE
NOT TO SCALE
APPROVED
NORTH CAROLINA ENVIRONMENTA'
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
� 4-1- b�
PLAN
N pp
-- - - - - --
- - -
- - - ----- - - - -
--
z 6„ 3,-O» 6»
N
CO� SECTION Y
CURB INLET
NOT TO SCALE
STORM DRAIN SCHEDULE
LINE
LENGTH
(Ft)
SIZE
MAT'L
INVERT
INVERT
RIM DN
RIM UP
-
-
(in)
---
DN (ft)
UP (ft)
(Ft)
(ft)
FES#I-CI#2
173
18
HDPE
22.50
-
22.62
26.00
25.63
CI#2-CI#2,;
22
18
RCP
22.62
22.87
25.63
25.63
CI#2-JB#?
80
IS
RCP
22.62
22.67
25.63
25.43
JB#3-CI#4
62
I8
RCP
22.67
22.71
25.43
25.46
FES#5-CI#6
164
18
HDPE
22.50
22.67
26.00
25.57
CI#6-CI#7
22
IS
RCP
22.67
22.71
25.57
25.57
FES#8-CI#q
152
IS
HDPE
22.50
22.66
26.00
26.37
CI#9-CI#10
88
18
HDPE
22.66
22.81
26.37
26.70
CI#10-CI#II
22
18
HDPE
22.81
22.85
26.70
26.70
FES#12-CI#13
22
18
HDPE
22.25
22.30
26.00
25.26
CI#13-CI#14
22
18
RCP
22.30
22.40
25.26
25.26
CI#14-FES#IF3
22
IS
HDPE
22.40
22.50
25.26
26.00
FES#I6-CI#I
22
18
HDPE
22.50
22.50
26.00
25.28
CI#17-CI#I8
22
18
RCP
22.50
22.50
25.25
25.28
CI#18-CI#Iq
64
18
RCP
22.50
22.70
25.25
25.40
FES#20-0#21
177
IS
HDPE
22.50
22.72
26.00
25.6q
CI#21-CI#22
22
18
RCP
22.72
22.94
25.6q
25.bq
FES#23-CI#24
168
18
HDPE
22.50
23.04
26.00
25.86
CI#24-C1#25
23
18
RCP
23.04
23.11
25.86
25.86
FES#26-Ci#t27
163
IS
HDPE
22.50
22.60
26.00
25.49
CI#27-CI#27A
22
18
RCP
22,60
22.70
25.4q
25.49
FE5#28-CI#2q
145
18
HDPE
22,00
22.40
26.00
25.55
CI#2g-CI#30
22
18
RCP
22.40
22.50
25.55
25.55
CI#29-0*# OA
33
18
HDPE
22.50
22.60
25.55
26.00
FES#31-CI#32
22
18
HDPE
22.50
23.06
26,00
26.37
CI#32-CI#�+3
22
IS
RCP
23.06
23.62
26.37
26.37
FEStt34-0#35
144
18
HDPE
22.50
23.00
26.00
26.17
CI#35-CI#3rG
22
18
RCP
23.00
23.10
26.17
26.17
FE5#37-C I'l
165
IS
HDPE
22.50
23.00
26.00
-2636-
CI#38-CI#jq
22
16
RCP
23.00
23.10
26.18
26.18
FE5#40-0;4
132
18
HDPE
22.50
22.77
26.00
25.52
FES342-CI#43
144
18
HDPE
22.50
23.00
26.00
25.gq
FES#44-0#45
I6q
24
HDPE
22.50
23,07
26,00
25.g2
C1445-C1 . b
21
16
12CF
23.07
23.14
25.92
25A2
CI#46-CI#.'.7
164
18
RCP
23.14
23.69
25.g2
26.44
FES#48-CI#49
173
18
HDPE
22.50
22.6q
26.00
25.44
FES#50-05
116
18
HDPE
22.50
22.62
26.00
25.58
FES#52-0»53
176
18
HDPE
22.50
22.87
26.00
25.67
0#53-Ci*E4
22
18
RCP
22.87
22A2
25.67
25.67
FES#56-CIV57
50
IS
HDPE
22.50
24.00
26.00
28.10
CI#57-CI#58
22
18
HDPE
24.00
24.40
28.10
25.10
FE5#5q-J61#60
I69
30
HDPE
22.00
22.00
26.00
26.62
JB#60-CI#ol
q4
24
RCP
22.50
22.65
26.62
25.71
CI#61-CI#62
50
24
RCP
22.65
22.75
25.71
25.82
CI#62-CIW,,3
IIq
24
RCP
22.75
22A3
25.82
26.33
CI#61-0#64
22
16
RCP
22.65
22.g6
25.71
25.71
FES#65-0#66
47
24
HDPE
22.50
22.80
26.00
26.13
0#66-047
42
24
RCP
22,80
22.87
26.13
26.20
047-CI#68
51
18
RCP
22•137
23.70
26,20
26.45
CI#66-CI#6q
43
24
RCP
22.80
22.87
26.13
26.20
0#69-0#70
28
18
RCP
22,87
23.58
26.20
26.33
FES#71-CI#72
154
18
HDPE
22.50
23.80
26.00
26.55
FES#73-CI#74
15q
18
HDPE
22.50
22A6
26.00
25.71
FES#75-CI#76
164
18
HDPE
22.50
23.00
26.00
26.76
CI#76-CI#77
22
16
HDPE
23.00
23.01
26,76
26.76
FE5#78-CI#7q
149
18
HDPE
22.50
24.01
26.00
26.76
FE5#80-CI#81 _
14q
IS
HDPE
22.50
22.75
26.00
25.50
LEGEND
111111111611111
DA-2
NOTES
NOT TO SCALE
PROJECT BOUNDARY
DRAINAGE BASIN
SYSTM" I BOUNDARY
DRAINAGE BASIN
LABELS
WETLANDS
PROPOSED LAKES
EXISTING LAKE
CI HITH SILT
FENCE PROTECTION
IMPERVIOUS CALCULATIONS:
STREETS = 7.16 ac
SIDEWALKS = 0.08 ac
177 LOTS = 21.16 ac
EXISTING IMPERVIOUS = 0.00 ac
TOTAL = 28.40 ac
TOTAL PROJECT AREA = 97.97 ac
IMPERVIOUS AREA (100) = %
TOTAL AREA
28.40ac (100) = 28.99%
97.97ac
° Q�oVESs�oy�9
r
SEAL
02 08 -
01/
O
11124Y04
a tefp1rd
ROLINAS
CAPE FE
r
Engineering,
151 Pcole Road, Sulte 100
Be/vllle, NC 28451
TEL [phone]
FAX [phone]
www.cape feareng.com
AR
Inc.
W ATF=k
STOIZMWATER DESIGN
TRACT V
PROJECT NUMBER SHEET NUMBER
650-06 Svv_j
o
Y
c�
0
D
cn
0
i
0
Ln
LO
3
O
1
0
In
LO
Lo
0

y
� t I
k I
i
fi,l 1
I
I'
1 I II 100 0 100 200
I
1 INCH = 100
409
11 I I I
t!�t •tl
,
t yt}, •�
II;I
yvi �1ti, << MIN
v
1.0
`9.7 56,�.
h
j
� �1 Ii i I t`�` 9 03' 8�
.1•. � 1� i�; i 11; ti .� :' �!�/� I 1. � � � % >!, �' �� ,"��" -6p6'47 l 6
✓=-_ �fi 34.8
s h
A�< < j � � ) I rjj,f / � �,,fJ � .✓ t\ ys, � � -`�' ` '` `-`_ .,
h,/Ir L I 1� l� ' 1 . ; , , �� ` j t \--=_ TRACT BOUNDARY
If
/ it/
j ''fit
r_
f S
1 �x\
t. �. � I./r�j / �f;f % 24 S
f 3SS 7, F
1 I } t
O
/17
40.5 / I
� 1 t
NOTE.
E
TRACT TO BE SOLD AND DEVELOPED BY
TRACT BOUNDARY
' OTHERS. DEVELOPER RESPONSIBLE FOR I I � r/ 11` ,\-, /
39.5 OBTAINING INDIVIDUAL STORMWATER
- PERMIT. TRACT TO RETAIN ALLOCATEDI IX
IMPERVIOUS TO DRAIN TO SURROUNDING o '/
NON -DISCHARGE LAKE SYSTEM FOR /l
�!ll /lll TREATMENT.
36.2
y
if zllco
O i"o
,
ti 33.4
Iry r
1 36.7 12.0
N,N 60' ROW 8 :r' ,
0,
ZI
1
a ii I�Ir `�.If
Z L 37.5
//Al
> �►
I 33.6 � ,��� =
t •� %', yzf ry
(Wlf 41.6 12.0
loll
TRACT BOUNDARY
a00
Aid• / `
/ 120-
0,
v v\.
\\ jO� \ O�
\
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 34.28 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. WETLANDS SHOWN PER PLAN.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
MULCHING MATERIALS 'AND APPLICATION RATES
MATERIAL RATE PER ACRE QUALITY NOTES
Should come from wheat or oats,
STRAW 1-2 tons I Dry, unchopped, spread by hand or machine; mus
1 unweatheredd; avoid weeds. be tacked down.
TEMPORARY SEEDING
GRASS TYPE
AMOUN �j TIME OF
1000 SY . SEEDING
INITIAL
FERTILIZATION 1000 SF.
MAINTENANCE
RYE GRAIN
_
1-2 LBS. NOV. THRU JAN.
25 LBS_ 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS. JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
FERTILIZATIM0 0 SF
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS. SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1 /2 TO 1 LB, N.
SEPT. - OCTo-10
12 LBS. 10-
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS. MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
60' ROW
30' 30'
20' 20'
2' 18' 18' 2'
1" FT. FT.
14 4' : T. 1 4 FT.
2" 1-2
24" CURB & 8" ABC
GUTTER 'A' (TYP)
COLLECTOR STREET
SECTION
NOT TO SCALE
50' MIN.
O
Of #,I ST0111 ,
F= •�
(n
x w PLAN
35'
I
SECTION 00
TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALI
3,000 PSI CONCRETE SIDEWALK, SCOR1 XG3/8,8' INTERVALS,
BROOM FINISH, SLOPE 1 /4 /FOOT
IN DIRECTION OF DRAINAGE 1 /2" EXP. JOINT (9 24'
INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
i
SUBGRADE-
-�
CoONCRETE SIDEWALK
NOT TO SCALE
21 �"
14,. 4„
1 R 1,.
1"
R1" 4
R R1j" NOTE:
CURB & GUTTER 'A' IS FOR USE
ON RESIDENTIAL COLLECTOR
to CO LO � STREETS
r% WHERE CENTER MEDIAN CURB
IS REQUIRED GUTTER SHALL
SLOPE AWAY AS SHOWN
CURB & GUTTER 'A'
NOT TO SCALE
*R lq UM
RI\
Wl
UCO�N oR
0
G�
o ER pl(` A1N.
F1l�R qe Mpgc
Rlc 1
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
vU�j b a C�,
SIAKES-
SEDIMEN-
WIRE BA(
RUNOFF
WITH SE[
__T
BURIED
SEDIMENT FABRI
I
1
=RAME, GRATE & HOOD
�.D.O.T.
S TD. #840. v7
I Iz r �
6" 2,_2„ 1,,
I
N
SECTION X
BACK OF CURB--\
NOT TO SCALE
��OP INLET
I ''A f E
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
LEGEND
- -� PROJECT BOUNDARY
DRAINAGE BASIN
SYSTEM BOUNDARY
DA-2 DRAINAGE BASIN LABELS
V Y W -
W WETLANDS
- - PROPOSED LAKES
EXISTING LAKE
CI WITH SILT
FENCE PROTECTION
NOTES:
IMPERVIOUS CALCULATIONS:
STREETS = 1.42 ac
SIDEWALKS = 0.00 ac
LOT ALLOCATION = 27.72 ac
EXISTING IMPERVIOUS = 0.00 ac
TOTAL = 29.14 ac
TOTAL PROJECT AREA = 34.28 ac
IMPERVIOUS AREA (100) =
TOTAL AREA
29.14 ac (100) = 85.00%
34.28 ac
RSV' DESCRIPTION Y
DATE
REVISIONS
SIRAL
023853 t�
a er or
C3F THE CAROLINAS
�� `
\, sue' � \\�`,
CAPE FEAR
Engineering, Inc.
i�
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
00"IDIRAWN B.ELVINGTON PROJECT
DESIGN B.ELVINGTON NUMBER 650-06
CHECK D. Fennell SCALE 1 "=100'
APPROVED : D. Fennell DATE 14 JAN 04
WATERFORD
STORMWATER DESIGN
TRACT W
PROJECT NUMBER SHEET NUMBER
650-06 SW-K
..

r;P7NJP- CAI r-INCTPI IrTTMN NnTESl
1) THE CONTRACTOR IS RESP❑NSIBLE FOR VERIFYING THE L❑CATI❑N
OF ALL EXISTING UTILITIES PRI❑R TO C❑NSTRUCTI❑N,
SDMH
FH
DI
CI
SSMH
WL
IE
RIM
LF
DIP
PVC
ELEV,
GV
MIN.
TYP,
HP
LP
CONC,
RCP
CMP
TBM
STA,
BOA
NIP
k ee n(t
ABBREVIATI❑NS
STORM DRAIN MANHOLE
FIRE HYDRANT
DROP INLET
CURB INLET
SANITARY SEWER MANHOLE
WATER LINE
INVERT ELEVATI❑N
RIM ELEVATI❑N OF STRUCTURE
LINEAR FEET
DUCTILE IR❑N PIPE
P❑LYVINYL CHL❑RIDE
ELEVATI❑N
GATE VALVE
MINIMUM
TYPICAL
HIGH P❑INT
LOW P❑INT
CONCRETE
REINF❑RCED CONCRETE PIPE
CORRUGATED METAL PIPE
TEMPORARY BENCH MARK
STATI❑N
BLOW OFF ASSEMBLY
NEW IR❑N PIPE
stc>rmwater A4anaoament
fc)or
Le/and, North Caro/ina
SW8 020510
MA(. ',No A GJ\'I
GOLF hLATA
LASTAPPROVEDA"ff DECEMBER 7, 2004
v \--/ 1 1-- - .-. v v
TRAr,KING' CHAN
FREELAND and KAUFFMAN, INC.
Engineers *Landscape Architects
209 West Stone Avenue
Greenville, South Carolina 29609
[phone]
irCAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www ranPfearengineering. com
INDEX
COVER
SW -A
TRACT
'A'
SW-B
TRACT
'B'
SW-C
TRACT
'C'
SW-D
TRACT
'D'
SW-E
TRACT
'E'
SW-F
TRACT
'F'
SW-G
TRACT
'G'
SW-H
TRACT
'H'
SW -I
TRACT 'I'
SW-J
TRACT
'J'
SW-K
TRACT
'K'
SW-L
TRACT
'L'
SW-M
TRACT
'M'
SW-N
TRACT
'N'
-TOTAL
1,680,393 Sr
4,397,273 Sr
APPROVED
MANAGEMENT CAR MEN COMMISSION
c11 fir�OF WATER QUALITY

f F >✓ �
r � r
TRACT BOUNDARY
100 0 101) 200
1 INCH = 100
0)
z
PROJECT BOUNDARY
STORMWATER PERMIT INFORMATION:
STORMWATER PERMIT NO: SUV8 020510
SW PERMIT LAST MODIFIED: 2-1 —07
PROJECT NAME: WATER FO R D
HIGH DENSITY SUBDIVISION
COUNTY. BRUNSWICK
APPROVED STORMWATER PLATS
PREPARED BY CAPE FEAR ENGINEERING,
INC., STAMPED AND SKIVED BY K. DAMS
FENNELL, PE, ON 1-2-0.
PLAN REVISIONS
CONTAINED
HEREON
AFFECT ORIGINAL
PLANS
SHEETS AS
FOLLOWS:
FOR TRACT 'A' -
SHEET
SIN
-
FOR TRACT Y -
SHEET
SIN-
K
FOR
TRACT
' M' --
SHEET
SIN-
M
TRACT 'A'
IMPERVIOUS CALCULATIONS:
STREETS = 5.11 ac
SIDEWALKS = 0.24 cc
LOT #2 = 0.41 ac
TOTAL = 5.75 cc
TOTAL TRACT AREA = 25.96 cc
IMPERVIOUS AREA (100)
TOTAL AREA
5.76 oc (100) = 22.17 I
25.96 ac
TRACT 'K'
IMPERVIOUS CALCULAT 0NIS:
STREETS = a. )t} ac
SIDEWALKS ❑c
LOT #1 = 1_i9 cc.
LOT #2 = 4_, cc
LOT #3 = 6_-39 ac
LOT #4 = 1..L CC
EXISTING IMPERVIOUS = 0.')0 ❑c
TOTAL = 2{..31 cc
TOTAL TRACT AREA = 33.94 aC
IMPERVIOUS AREA (100) =
TOTAL AREA
29.31 oc (100) = 86.37%
33.94 cc
TRACT 'M'
IMPERVIOUS CALCULATONS:
STREETS = 0-00 ac
SIDEWALKS = 0.00 ac
LOT #1 = 19.37 ac
LOT #2 = 4.40 ac
EXISTING IMPERVIOUS = 0.00 ac
TOTAL = 23.77 ac
TOTAL TRACT AREA = 29.00 ac
IMPERVIDUS AREA (100) =i %
TOTAL AREA
23.77 cc (100) = 81.86%
29.00 ac
4N�� vx�
r� 7s
'
MAGNOLIA JPROJECT
GREENS SITE
1491438
17 566
VICINI AP
NOT TO SCALE
LEGEND
m m TRACT BOUNDARY
• •• ! • LOT BOIM-ANY
EXISTING LAKE/POND
•L.t .
ater ord
FREELAND and KAUFFMAI , INC.
Engineeers -w Londscgoe Architects
209 lest Stone Avenue
Greenville, South Carolina 29609
[phone]
DRAWN : AIR PR3,IECT
DESIGN : FAR NUMBER N/A
CHECK{ : BTS SCALE 1'=10c'
APPROVED : MR DATE : 01-21-08
1ATERFORD
STORMWATER DESIGN
PLAN REVI-S"ION TO
TRACTS A' ! ' K I r AND ' '
PROJECT I+vmffi�t SHEET NUMBER
N /A 1

OVERALL
PROJECT
BOUNDARY
t�
I
l
to
r
z f
N+635�'�c, -'`--��-�� ==---==l-=--- � T-, -_- - `--- -_-- - - L-w-
10%� 2s5-s� ` ` l - tea: 5 i3'w -� s / - � = to } s 'w - y s` 1 , `\�tti \ ti j 13 l I + ME GRATE $t HOOD
l5 N4$ 3$ 39'w - _ �199.04 tTw 92 \
f PEOESMM EASEMENT t i w�3 531-w ` ��\�\ 1�\ 4 1 f J N.C_D.0_ IT. STD. 840-038
- � r 4 I I aas.is ► - l Nsgoa• -w '--- _ - �N"�\\ x �1 IIII
t
_n- EMERGENCY OUTLET f _ _ r -
r l J ~ 11 J
SWALE r\It}1 1 J I C.1
- {� lk jl J I I f
L ` TRACT i •x' , ,.: I 1� y , I' rrr frrr rrrfrrfr11
�{�r}r rr rfrr rr {rrrr � I �
ENJERGENCY OUTLET i ���®RN!"
I (SEE SHEET 5UV-I �' r r r r r r r I r rrr fr r r fr r r11 1 J I I I I z „
_ k r r rr rrr frr rr rrr rr , , rr fr rr rrr rrrr rr rrr t14 1 y I - 6 2' - 2 6
---,.._...-.�.....�...--- 1t� � / I � � � � , rr rrrrr rr IR_RIGATION � r r r f f � � � [ � I
N 1 r r ff r r r r , rr rrr rr rf f1 1 V
rfr rrr rrfr{ r PUMP rri r - f � rrrr rrrr rrr rr r � � �� 11 �� � �� tl� ti I I �
rr fr rr fr f rr
(� +
r frr rrf rr . rrrr ti rrr rfr rf � 1 0 E L L
-
t ` �` ' rrrfrrrr rrrrr/ /rrf ti P O �1 E T 200' 0 200' 400'
.777
J rrrfrr f rrrr k fr fr ` 1 ,
1 - + r, rrfr 1 k rrr ff-r 1 O V N DAR YJ SECTION X
l ! f f rfr rfr f {rrr t rrr 'k , rr 1 k1 X� 1 INCH = 200'
� ` � � . _ _ ...�. � � ♦ � rrrr frrr rrrf �- rr rif rf rrr � �\� �� { �� � � X 11 1 BACK CK OF CURB
rr t rr rr { r r fr
.d ' ' , r r ' , f` r x frr - rrr rfr rr fi 1 1 x _
�� � - - � � � ~•� frr r rfr r rf rf •, 1
I frrr 1 k rrr rrrr rr f y 11 -
1 ---------
Y TRACT CN
1
1�1 � 11 � I
! 1 (SEE SHEET SW H '' f�rff rrr rrrr rrrrrffr r rrl rrrrr `k \ 11 1 S- O"
-
�
/ w� f ' ' rrr rrr rrrrrrrrr r rf rrr frr frrff frr 11j 1 1 1
4 rf I rr rr rrr fr rf rfr frrr 1
` F rrrf rr r rffrrf11 l J
rrrfrr fr fr'r rfi rrr �� �
rrfr rrr 1 1 1 PLAN
rt ,r r r r r rr f ,
D w 13 + - - - r-�r f r I rrrrr � - rrffr - f ' rirff�rrrfrrr rrrrf rrr rrr � �� � � � 1 1� � 1 � }
�•� rrrr �� -� co �
r rr r r I r rr l
'-TIE INTO r ] I rrrfrrrrfrrrrrrffrrrrrr rrr r f , rr f- 1
f
PCI3
TOR DRAIN Srrr #111
/ I r - r
Gam.
y� 6 3 6'
SYSTEM �C131C
TRACT L-
i 4 f - t ,. '_��� SEEtSHEET SW-L ----��--J TEMPORARY S IM -
' ' 7 DA-1 -7 -_ % ,' SWALE 7 ENT 1
TRACT [3
CBI OD
1�;
,
(SEE SHEET SW-B) f" FESSL 1, SECTION Y
f r t --
I ruffrrrfrrr I J + � - \� � 11 �
/ IRRIGATION rrrrf i+ t j T M r 1 CURB INLET
Q 1 IRRIGATION 1 l MP rrrrr I + (SEE SHEET SW-M) ,
ti �- \. f _ 1 CB8K rrrrr 1 z N01 TO SCALE
PUMP CB$ I rr//rrrr r + I r 1 1 11 50' stow
J rr rr 1 I , ,
y , •�� ` rrr rr _ r 5 j� 13 11' 129' h'
I I \
2' 10' 2'
T } 14'
C E� r_ rr rf l 1 111 j x
CR2G rr rr 1 1
(SEE SHEET SUV E)/t � rfr rrfrrr + l ,111 � t 1"1 FT. ".FT. 1 1
rrrr fr rrr fr r r + + � + � l 1 1 � � - •�' 11 4 � � --1 /a r � fa'_ Fr -
� - � ",• fr rrrrr rrrrr frr r r r I + � � ��, � � - - ,tee{, a Y• .: ...'a,.... _ -
GAT[ON p T A C T f rrrr rrr rrf rr{rr rffrf rrf rrr rf + 1~` �, f,
1 1-1/2" 1-2
r rr + � � \ \ �
PUIvtP 1 k' (SEE SHEET Stint-D) _ r j frr{r ~1 1 1 hll
+� } BE �, t ESSA 1 rr + \ 1 \ \ 311� 6' nF1C 6' MIN. z
I+ r r 1 1 � 11 1 2*' ROLL CURB R1 t11NI] "' ozoz
r IN ACT E r R i. C J fr l 1 GUTTER TYPICAL U)
CB8H� + �-� � ��� � .� 111 1 1, 1 � ( ) cute
f S+ CR3E _ - r rrr D r� ,� ti l
YSTEM � � ..�� ._ = -~ ,� � � 7r r � �oo.• � � 1 1 � 1
RESIDENTIAL STREET
Eo� }, cSF _ _.. w �- wowl, SECTION CROWN
.. �.: I ,ru,1,� ,� \ � � • � i (ROAD F
'S `' CBBG ' x B _ _ - - 1�1 1 4 D PORTION OF ROAD 1)
�. IRRIGATION CBBC ;' ..,,.1 NOT TO SOLE
N l l
{{ P fi= + vv i i t L �� h j
❑ CB7G �.�s.�u� k I YII 150' Raw
_44
1tJ I Ir 25 5'
f DA-05 C67C -. ,'f k t tI} 1 �
} / � �-CB�A + j '`� rs.2S.b��`�?• `�'" •�D CB3.i � � 1, I :�� / £� 13' 12• 11• 13'
if 1 DA ` 1 O ,. Ap C G ` 1 1 yl l
f -- DA l 1 Ce3K TRACT 'K' 11tiI 11) Yr 2' 10' 10' 2'
CB C
1.. �k, 4 (SEE SHEET SW- K) I I 1 yI 11¢-:Fr FT
5 MIN- ; -� f `IRRIGATIOf FESFL i q f r I+ I i �1 .�rt�v ...}r 4 FT
f- PilMP' _ ! +
Q FC4
DA--7 III+
14 STONF- 6' `Z
PLAN.
�
a�
35'
SECTION ,.
- 4
TEMP. CONSTRUCTIONENTRANCE --- OVERALL .T '
NOT TO SCALE�I % + `PR O JILT
GENERAL NOTES.` r'+ BOUNDARY
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND { I
UTILITIES BEFORE BEGINNING CONSTRUCTION_
2- TRACT 'A' AREA = 25.96 AC. r
3. NO WETLANDS ARE TO BE DISTURBED BY THE IMPROVEPENTS f � t
SHOWN ON THIS PLAN. Y„°
3. LIMITS OF DISTURBANCE CDNNCURRENT WITH PROJECT /
r
BOUNDARY UNLESS OTHERWISE SHOWN.
4_ SILT FENCE TO BE INSTALLED PER PL' N AND/OR AS /
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS_ f
5. IMPERVIOUS SURFACES ON ALL LOTS tO DRAIN TO POND SY�M_
6- ALL PONDS TO BE LOCATED IN RECORbED DRAINAGE EASEMENTS.
SEDIMENTATION NIAINTENANC�, PLAN 4/
1. ALL EROSION! AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE WMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED STAKES DROP INLET
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED - NTH GRATE
OFFSITE.SEDIMENT HIRE BACKING
$RIC WITH
SEOUF:NCE OF CONSTRUCTION RUNOFF WATER
WITH SEDIMENT
A A
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING-
1
t..
2_ DETERMINE AND MARK LIMITS OF DISTURBANCE_ 1 111 IE3[ I I FT
- rtJtL
-
II�I� DROP INLET
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES. BURIED
SEDIMENT FABRIC-
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5_ TOPSOIL REMOVAL AND/OR STORAGE.
6_ INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS SEDIMENT FILTER FOR DROP INLET
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER). NOT TO SCALE
7- PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO V-0'
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8- PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS. 4 6 4 . o
c e de a e
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND '
_ _
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY 2'-0"2-0
AND REMOVE ALL TEMPORARY TRAPPING DEVICES. REVERSE SECTION STANDARD SECTION
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER AC
E QUALITY
NOTES
Dry, unchopp•ed,
Should Come from wheat or oats-,
STRAW
1-2 tons
unweathered; avoid weeds.
spreod by hand ar machine; must
be tucked dawn.
TEMPORARY SEEDING
ROLL CURB & C 1-.I TTER DETAIL_
NOT TO SCAL
STD- CAST IRON
FRAME & GRATE
GRASS TYPE
AMOUNT
1000 5 -
TIME OF
SEEDING INITIAL
FERTILIZATION 1000 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV_ THRU JAN. 25 LBS. 10-10-10
NA
NA NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG. 25 LBS, 14-10-10
NA
NA NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT/
1000 SF_
TIME OF
SEEDING
FERTILIZATION 1000 SF.
INITIAL
MAINTENANCF
BERMUDA, COMMON
1-2 LBS-
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 L9S. k
AUG. - SEPT.
12 LBS- 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS-
SEPT. THRU OCT.
FEB- THRU OCT,
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC_
1/2 TO i LB. N_
SEPT. - OCT_
12 LBS. 1D-10-10
SERICFA
LESPEDEZA (SLOPES)
1-2 LESS.
MARCH THRU APR-
25 LBS_ 10-10-10
FEB. - MARCH
1/2 TO 1 L.S. N-
NA
36 x 3
PRE-C
CONCIRI
RISER
6" GAT
GROUT
f
TRACT 'J'
(SEE SHEET SW-J)
! I - FES6A 't 5 ' FES3L 7 I I I s1 III I �I 6' MIN. z W
CB3J 24" ROLL CURB & 9EFiIND
I IJ
, . CUTTER (TYPic�aL) CURB�^
r FES6D = - CB34
f RESIDENTIAL STREET
DA /4 - + I Jt �I ?r +!, SECTION (SUPER- ELEVATED)
BROADS G, J, K, L, M. N)
FES3H J r - C83C + 1 + r
NOT TO SCALE
......._...�..,�,• , , '- \ `� 1 50' ROW
TIIIT • / p, GBe tf + , jj 25' 25'
s, SEE SHEET SW- C r � 9' g' 16,
FES3L+ IRRI{ A �J�N ��- ;� 2' '-' -7- 2
1.] T a ^.r + f �i
�' t CB3F rr Pu1P I{ ! IrA-
-, �•� CB3E DA--3
�, E1r CBi D , I f f t l ' 1-1/2"
TRACTF
` '' I f
��' CB i C
� `fir � � z f I
` "y-, • f Yi' Sv
CB1 A F
� HSEE SHEET SYV I �ROLE cURa aLISD
f C81 GUTTER (TYPICAL)
6do A CURB
;n
O \ O ,' ` ° '# - r mj!l, { ONE-WAY RESIDENTIAL_ STREET
�l Ar, -� ;_vylh '= ' {{J ' SECTION ELEVATED)
rCBB$ (PORTION OF ROAD 1)
NDT TO SCAI I
I / / Po CBL
/ / / / f 1 60"0 X 24" TRASH RACK 1MTFi HAND WHEEL FOR
J / r ""f ANTI --VORTEX SUPPORTS AND 8" LOVE LEVEL OUTLET
EXPANDED ALUMINUM TOP
' �'� Y �,; ,•' , OVERALL ;,' �' ,•' r + _ '';' , 12'
TRACT Go I ., •r PROJECT \,' + Q _ I' ,' EL. VARIES---
(SEE SHEET SW-G) 1 f f BOUNDARY-"
fX 12 I
q f } NORMAL WATER SURFACE EL- 19,0
f C r, 1 j (CONTROLLED BY RECIRCULATION PUMP)
f,OATS {�
f CO C } }
� L1 V ♦ � f f � ( ` � � �� �7 1 � -� �� � � � F 36`0 ALUMINUM SUPPORTS TO SECURE
Qj CHIP RISER STEM EXTENSION TO
36'0 RISER. SPACING
I � �'� � f1 �, f j•i r r ��y? , ,• �/ � f A5 REQUIRED
S' SLUICE GATE
EASEMENT -- EXTENDS 10' FROM TOP 24" ALUMINUM CMP
' / ✓ f OF SLOPE ON BOTH 51DE5
J X i i ` • INVERT EL. VARIES
�4 \ 1 VARIES
ES c3 Uo 1 I {3M
TR C T } I' ! '' 1
j
SHEET SW-N 31 MIN. VARIES 3:1 IufI1V�%
/ .♦r.�.
xrr,,�/��
i+ s •
z�
- 0 z
-Ud d ¢ ° aQ �
• �•
L 1 4 1
6RERAR AT 17" O.C.. EACH WAY
INSTALL 24"0 RISER
3LOCATIONS
SWALE �
NOT TO SCALE CI E }ENCY CUTLET STRUCTURE
' - f - DETAIL._
�� NOT TO SCALE
I
• � STORM DR I N SCHEDULE
STD. CAST IRON
/ - f / f FRAME & GRATE T ORIFICE PIPE INVERT
�\( Length Sipe Slope Invert Invert Rim El Rim El Length Sixe Slope Invert Invert Rim El RimEI
AT WATER SURFACE
l . r Line ft in 11+Iat'I % Down f U ft Dnwn ft U ft Line ft in Mat'I LL*2 {town 11 1 up ft vown Lirt vp it TOP EL.
FES9E-JB9D 50 18 CPP 1.92 19-00 20.15 20-50 30.75 OU7-CB48 51 24 CPP 0.49 20-00 20-75 23-00 24.8: 'I
P n N I F) I-, r-- I --I F:-- F) J I I 1- JB9D-JB9C 220 18 CPP 0.25 20.15 20-70 30.75 25.37 CB48-C83J 48 24 CPP 0,20 20.25 20-35 24-87 24.87 1 WATER SURFACE EL. I
CONCRETE---,'
BLOCKING
CATE VALVE DETI'
POND
SURFACE
NORMAL
BOTTOM EL.
SEDIMENT
RISER EL.
STORAGE (CF)
AREA SF
SURFACE EL_
REMOVAL EL
1
22.283
21.0
15.0
16.5
23.0
52,370
2
75,983
20.0
14.0
15.5
--
174,645
3
140.573
21.5
15.5
17-0
23.5
310.426
4
26,514
23.0
17.0
1&5
23.0
--
5
22,301
20.0
14.0
15.5
21.75
43,376
8
1 1,745,187
19.0
13.0
14.5
20.0
1.802,405
9
1 102,315
21.0
15.0
16.5
22.0
1 109,715
10+11+12+13
896.825
22.0
16.D
17.5
23.0
1 933,778
14
91,279
20.0
14.0
15.5
22.0
1 209,553
TOTAL
3,123.260
VARIES
--
--
VARIES
I 3,635.768
RISER STRUCTURE SCHEDULE
NORMAL
WATER
SURFACE @
RISER
TOP RISER
ORIFICE
INVERT
STRUCTURE
ELEVATION
ELEVATION
ELEVATION
PIPE SIZE
#313
23-00
21.00
20.15
62 LF 24' HDPE 0 0.08%
#f4A
22-00
20.00
19.00
140 LF 24' HDPE 0 0.20%
OS#6m
23-50
21.50
21.50
120 LF 24' HDPE 0 0.0%
EMERGENCY
id, -F, NORMAL
OUTLET
It WATER EL
#1
1 20.0
19,0
20.13
19.0
CB3J-CB3K 65 18 CPP 0,20 20.35 21.00 24.87 24.87 1
C$46-CB4C 8a 18 CPP 0.20 20.25 1 20.9 1 24.87 24.97
PFCiL.-_PD7 f en 10 rmn
CB8Fi-CB8G
22
18
CPP
0.25
20_60
20.65
23.53
23-53
C83 I -CB3JHO
2
18
CPP
0.50
21.20
21.51
24.89
24.78
CB8H-CEBE
205
24
CPP
0.20
20-IG
20.50
23.53
24.75
CB3J-CB3K
18
CPP 1
&50 1
21.51 1
21.7E
1 24-7$
1 24.74
CB8E-CB8F
22
18
1 CPP 1
0.50 1
21.00 1
21.10 1
24.75
24.75
CB3J-FES3L
70 1
19 1
CPP
1 2.10 1
21-51 1
23.00
1 24.78
1 24.50
068E-CR3E
$5
24
CPP
0.25
20-50
20.71
24.75
25.03
FES3A-CB3B
44 1 24 1 CPP
1 6.80
1 17.00
1 20.00
1 19.00 1 23-78
FES8L-C88K 323
1 24
1 CPP
1.08 1
17.00 1
20.50 1 22.30
1 24.22
CB36-CB3C
36 1 24 CPP
1 0.28
1 20.00
1 20.10
1 23-78 1 23.78
C6BK-CB8J 177
1 18
1 CPP 1
0.25 1
21.00
1 21.44 1 24.22
1 25.24
3DI
62 1 24 1 CPP
1 0.08
1 20.10
1 20-15
1 23.78 1 23.00
C98K-CR2C 1 61
1 24
1 CPP 1
0-25 1
20.50
1 20-55 1 24.22
1 24.23
FES3G-Ce3FI 56
1 1$
1 CPP
1 6.25
1 18.50
1 22.00
1 20.00
1 25.36
FESSA-CS861 24
1 CPP 1 4-80
1 19.00
22.05
21.00 1 26.31
CB3F-CB3E 36
1 18
1 CPP
1 0.28
1 22.00
1 22.10
1 25.3E
1 25-36
CB8B-08G 1 22 1 18
1 CPP 1 0.50
1 23.00
23.10
1 26-31 1 26.31
CB88-CRIC 1 83 1 24
1 CPP 1 0.25
1 22.05
1 22.2E j
26.31 1 26-50
FES1F-JB1E
311
18
CPP
0.76
18.50
20.85
20-00 25.50
JB1E-CB1D
6
18
CPP
5-83
21,65
22.00
25.50 25.06
FES7B-C87H
60 1 24
1 CPP
1 6.60
1 18.50
1 22.45
1 20-50 1 26.86
CB1D-CB1C
36
18
CPP
0-28
22.00
22.1D
25.0E 25-06
C67H-CB7G
1 22 a 24
CPP
1 0-22
22,45
1 22.50
1 26.86 1 26_86
JI31E-CB18
150
18
CPP
0-20
21.65
21.95
25.50 25-01
CB1 B-CB1 A
68
18
CPP
0.10
21.95
22-02
25-01 24.94
L6fU-i oIlI LL
1 t4
rrI
U_LL
I Li-aU
I LI.uS I
L4.UL
I Zb.U1
Fttil-Gkil
22
1 42
RCP 1
0.19
18.32
18.36
21.82 1
27.51 I
C1131-CB2
i11
42
HDPE
0.19
18-35
18-57
27.61
27.35
Q56M-JB6Rj
120
24
CPP
1 0.00
1 21.50
1 21.50
1 2150
1 25.50
C62-FES7
18
42
RCP
0.15
18.57
18-60
27.36
22.10
J86N-FES6Lj
120
24
1 CPP
0.00
1 21-50
21.50
1 26.50
1 23.50
C82-JB3
326
36
HDPE
0.10
18.57
1&90
27.36
25.45
JB3-JB4
150
36
HDPE
0_10
18.90
19.05
25-45
26-50
FE56A-C86B
33
1 18
1 CPP
9. DO
I 18-04
20.99
1 19-50 1 25.12
JB4-J95
4.4
36
HDPE
0.10
19.05
19-10
26.50
27.13
C366-CB8G
1 22
1 18
1 CPP
1 0,50
1 20.99
1 21.10
25.12 1 25.12
J135-JB5
143
1 36
HDPE
0.10
19.10
19.24
27-13
27.80
FES6D-FES61= 140 1 24 1 CPP 1 0.00 1 19.50 1 19.50 1 21.50 1 21.50
FESIOA-CB10BI
45
1 24
HDPE
I 0-10
19.91 1 19.95
1 22.43
22.50
C11310113-C11310C
1 20
1 19
1 HDPE
1 0.25
1 19.95 1 20.00
1 22.50
1 22.50
FES58-C85A 60 1 15 1 CPP 1 7.18 t 1S.00 1 22,31 19.25 26.20
I CBlCC-CB10D
86
I 113
I HDPE
1 0.50
1 20.00 1 20.43
1 22.50
1 22.93
36"x 36" PRE -CAST
CONCRETE RISER Box
5" GATE VALVE
(SEE GATE VALVE
DETAIL)
INV. EL.
WATER SURFACE EL_ AT OUTLET
PIPE I I SIZE
cli
SECTION NOT TO SCALE
STONE BASE
POND RISER
INV- EL.
3,'\00 PSI CONCRETE SIDEWALK, SCORING @ 8' INTERVALS,
BROOM FINISH, SLOPE 1/4" /FOOT 3/8" x 3/89 1/2' EXP_ JOINT 0 24'
IN DIRECTION OF DRAINAGE INTERVALS TYP. &
AT ALL RADII
=� INTERSECTIONS
COMPACTED SUSGRADE NOT TO SCALE
CONCRETE SIDEWALK
VICINI- Y MAP
NOT TO SCALE
LEGEND:
PROJI-CT BOUNDARY
... TRACligl-INPARY
DRAINAGE BASIN
❑ A - 2 DRAINAGE BASIN L,%BELS
SWALE
PROPOSED PONDS
EXISTING POND
POTENTIAL AEC
POND NO. (SEE POND
- aCHEDULE THIS SHCI T)
Cl WITH SILT FENCE
PROTECTION
mares:
IMPERVIOUS CALCULATIONS:
STREETS = 5.11 oc
SIDEWALKS = 0.24 oc
LOT ;#2 = 0.41 ac
TOTAL = 5.76 oc
TOTAL TRACT AREA = 25.96 oc
IMPERVIOUS AREA (7Q0) = J
TOTAL AREA
5.76 cc (100k = 22,17%
25.96 uc
PAN_ MODIFICATION NOTE:
FOR THE PURPOSES OF MODIFYING
STORMWATER PERMIT SW8 02510, AS
ISSUED FOR THE I ATERFORD
DEVELOPMENT, FREELAND AND KAUFFMAN,
INC. (FK) HAS EDITED THE ORIGINAL,
APPROVED STORMWATER PLANS AS
PREPARED BY CAPE FEAR ENGINEERING,
INC. CHANGES MADE BY FK TO THESE
PLANS ARE LIMITED TO THE CREATION OF
ADDITIONAL INDIVIDUAL _OTS WITHIN
CERTAIN DRAINAGE TRACTS, ARID
MODIFICATION OF THE IMPERVIOUS AREA
CALCULATIONS ASSIGNED TO THESE
DRAINAGE TRACTS. FK HAS NOT
REVIEWED OR MODIFIED THE STORMWATER
SYSTEM DESIGN, PIPING DESIGN, DETAILS,
EROSION CONTROL DESIGN, ETC., AND
DOES NOT ACCEPT LIAB:LiTY FOR THOSE
DESIGNS AS CONTAINED ON THESE PLANS.
A LOT A2 ADDED BY FREELAND MR
AND KAUFFMAN. INC- 1 /23/07
REV, DESCRIPTION REV -BY
DATE
REVISIONS
FREELAND and KAUFFMAN, INC.
Engineers av La-xdscgoe .Arcmiects
209 VVest Stone Avenue
Greenville, South Carolina 29609
[phone]
DRAWN : MR PROJECT
DESIGN MR N fi50-06
JMBER
CHECK BTS SALE 1'=200'
APPROVED : MR DATE 01 JAN. 2008
WATERFORD
STGRMWATEI DESIGN
TRACT "A'
MANAGEMENT PLAN
PROJECT NUMBER SHEET NUMBER
6� -nA -., S II-
;ll'oot t 9 Nit

4
111 �llllI
�l �l�l�lllll ,
ill till f
I ull � l�lll
ll �
l�� 1
ll ti
t l TT�
ll
111
�b
rr 3U4
1
Z 37.5
I �
I �
_,a B
41.6
m�
3� Sg
�0
may:
�pTY
6
GENERAL NOTES:
1- CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION_
2. PROJECT AREA = 34.28 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. WETLANDS SHOWN PER PLAN.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY MULCHIN' MATER A,LS AND APPLICATION RATES
RUNOFF —PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEED. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WLL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE. TEMPORARY SEEDING
SEQUENCE OF CONSTRUCTION
1- PRECONSTRUCTION CONFERENCE TO BE HELID PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE-
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES,
4. CONSTRUCTION OF SWALES AND ROCK DANIS-
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS
AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0-5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO
BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9- AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
MATERIAL
RATE PER ACRE
4UAUTY NOTES
STRAY/
1-2 tons
Dry, unc" ed, Shoulsp eod by hod or mocfrom k a or must
unweaihere� ovoid weeds-
�� locl4td dog
TRACT BOUNDARY
GRASS TYPE
AMOUNT
1000 SF.
TIME OF
SEEDING INITIAL
ER ILI A I N 1000 SF_
MAINTENANCE
RYE GRAIN
1-2 LIDS.
NOV. THRU JAN- 25 LBS. 10-10-10
NA
NA NA
BROWNTOP MILLIET
1-2 LBS.
XNE THRU AUG. 25 LBS. 10-10-10
NA
NA NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S _
TIME OF
SEEDING
F RTI I AT1 N 100 F.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
AFR. THRU JUNE
25 LBS. 10-110-10
MARCH - APRIL
12 LBS_ 10-10-10
EACH 4-5 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31),
5-7 LBS.
SEPT. THRU OCT.
FE13_ THRU OCT-
25 LBS. 10-10-10
FEB. - IWAROH
12 LSi 10-10-10
MAY & DEC.
1/2 TO i LB. N.
SEPT. - OCT.
12 LBS 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 S.
MARCH THRU APR.
25 LBS. 1U-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
3,000 PSI CONCRETE SIDEWALK,
BROOM FIND' SLOPE 1/4" /FOOT
IN DIRECTION OF DRAINAGE
i
�T
60' ROW
20' 20'
2' 18' 18' 2'
17 FT. 1- FT-
-1 4': T. 1 a': F T. —
72" 1-2
24" CURB & 8" ABC
GUTTER 'A' (Tr?)
COLLECTOR STREET
SECTION
NOT TD SCALE
I
21 3"
143- 4"
1"
4
1' R1"
4
1� R1'
R2 Ri NOTE
CURB & GUTTER 'A' IS FOR USE
ON RESIDENTIAL COLLECTOR
Ln STREETS
yv� KWHERE CENTER MEDIAN CURB
15 REQUIRED GETTER SHALL
SLOPE AWAY AS SHOWN
CURB & GUTTER 'A'
NOT TO SCALE
ok
fw
IL�R F�0�T (1pp}
aRIC '
6F�L
ISOMETRIC
SILT FENCE [)URIC
NOT TO SCALE
a !
a ---
a
Ir-:. -...:_ i4- STOT 11
z
U1
5 PLAN
!p
35' f 15' f
SECTION °° FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840-038
TEMP. CONSTRUCTION
ENTRANCE NOTTO SCALE
SCORING 0 8' INTERVALS,
3f8" x 3f8"
1/2" EXP. JOINT 0 24'
INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
COMPACTED SUBGRADE—
CONCRETE SIDEWALK
N 0 T TO SCALE
STAKES
SEDIMENT FABRIC WITH
WIRE BACKING
RUNOFF WATER
WITH SEDIMENT
........._._
DROP INLET
BURIED
SEDIMENT FABRIC
721
SECTION X
BACK OF CURB
PLAN
`D# SECTION Y
CURB INLET
NOT TO SCALE
^�20P INLET
1TH GRATE
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
VICINITY MAP
NOT TO SCALE
LEGEND:
— — PROJECT BOUNDARY
DRAINA3E BASIN
. .. . . . SYSTEM BOUNDARY
DA-2 DRAINAGE BASIN LAEELS.
w vR w w WETLANDS
•v w •r
PROPOSED LAKES
�EXISTING LAKE
CJ WITH SILT
FENCE PROTECTION
e-
NOTES:
IMPEWOUS CAUCUL► -nONS:
STREETS = 0.00 aC
SIDEWALKS = 0.00 or -
LOT #1 = 17.29 3c
LOT #2 = 4.15 ac
LOT #3 = 6.69 oc
LOT #4 = 1.18 oc
EXISTING IMPERVIOUS = 0.00 oc
TOTAL = 29.31 a
TOTAL TRACT AREA = 33.94 cc
IMPERVIOUS AREA (100) =
TOTAL AREA
29.31 oc (100) = 86.37%
33.94 oc
PLAN MODIFICATION NOTE:
FOR THE PURPOSES OF MODIFYING
STORMWATER PERMIT SW8 02510, AS
ISSUED FOR THE WATERFORD
DEVELOPMENT, FREELAND AND KAUFFMAN,
INC. (FK) HAS EDITED THE ORIGINAL,
APPROVED STORMWATER PLANS AS
PREPARED BY CAPE FEAR ENGINEERING,
INC. CHANCES MADE BY FK TO THESE
PLANS ARE LIMITED TO THE CREATION OF
ADDITIONAL INDIVIDUAL LOTS WITHIN
CERTAIN DRAINAGE TRACTS, AND
M IFICATION OF THE IMPERVIOUS AREA
CALCULATIONS ASSIGNED TO THESE
DRAINAGE TRACTS. FK HAS NOT
REVIEWED OR MODIFIED THE STORMWATER
SYSTEM DESIGN, PIPING DESIGN, DETAILS,
ERCSION CONTROL DESIGN, ETC., AND
DOES NOT ACCEPT LIABILITY FOR THOSE
DESIGNS AS CONTAINED ON THESE PLANS.
A ADDED LOTS K3, K4 BY MR
FREELAND AND KAUFFMAN, INC. 1/23/08
RV. REV -DESCRIPTION DATEBY
REVISIONS
are'I
IF C :Artc7T rNAS
FPEELAND and KAUFFMAN, INC.
Engineers a L arrdcgae Ar0yfeets
'209 WeV sl Slone Ay@flu@
Greenville, South C(arolha 29609
[phone]
DRAWN : MR PROJECT
DESIGN MR NUMBER b�4-06
CHECK BTS SCALE
APPROVED : MR DATE 23 JAN OB
WATERFORD
STORMWATER DESIGN
TRACT 'I'
PROJECT NUMBER SHEET NUMBER
650-06 SIN-K

74
76
PROJECT
MAGNOLIA
GREENS SITE
1499
p 551
1438
566
ICIIVI
AP
NOT TO SCA-E
LEGEND:
❑A— 2
PROJECT BOUNDARY
TRACT BOUNDARY
DRAINAGE BASIN
SYSTEM BOUNDARY
DRAINAGE BASIN LAE3ELS
SWALE
w
.v w w �+► WETLANDS
PROPOSED LAKES
EXISTING LAKE
CI WITH SILT
FENCE PROTECTION
NOTES:
IMPERVIOUS CALCULATIONS:
STREETS
SIDEWALKS
LOT #1
LOT #2
EXISTING IMPERVOUS
0.00 ac
= 0.00 0C
= 19.37 cc
= 4,40 a4
= 0.00 ac
TOTAL = 23.77 ac
TOTAL TRACT AREA = 29.00 oc
IMPERVIOUS AREA (1 ao} = 1i
TOTAL AREA
23.77 ac (100) = 81.86%
29.00 oc
PLAN MODIFICATION NOT ----
FOR THE PURPOSES OF MODIFYING
STORMWATER PERMIT SA8 02510, AS
ISSUED FOR THE WATERFORD
DEVELOPMENT, FREELAND AND KAUFFMAN,
INC. (FK) HAS EDITED THE ORIGINAL,
APPROVED STORMWATER PLANS AS
PREPARED BY CAPE FEAR ENGINEERING,
INC. CHANGES MADE BY FK TO THESE
PLANS ARE LIMITED TO THE CREATION OF
ADDITIONAL INDIVIDUAL LOTS WITHIN
CERTAIN DRAINAGE TRACTS, AND
MODIFICATION OF THE IMPERVIOUS AREA
CALCULATIONS ASSIGNEE TO THESE
DRAINAGE TRACTS. F=K HAS NOT
REVIEWED OR MODIFIED THE STORMWATER
SYSTEM DESIGN, PIPING DESIGN, DETAILS,
EROSION CONTROL DESIGN, ETC., AND
DOES NOT ACCEPT LIABILITY FOR THOSE
DESIGNS AS CONTAINED ON THESE PLANS.
A ADDED LOT M1 M2 MR
BY FREELAND AND KAUFFMAN, INC_ 1/23 08
REV. DESCRIPTION REV.BY
# DATE
REVISIONS
CARaf�i
•a SFAL �. =
0333 2 —
` GIN
77�lllflSl�`�-5 ��
Z
Waterfprd
111N N;;wilZI Ins '. _�� 1 ! 1 ►
�y
Engir eers a LaWscrpe .4rc1 fecfs
209 11Ve,%t StoneAy@r-w.
Greenville, South Carolina 29609
[phone]
DRAWN MR PROJECT
650—Ofi
DESIGN MR NUMBER
CHECK : BTS SALE 1'=1C0'
APPROVED: MR DATE : 23 JAN 08
I ATERFORD
STORMWATER DESIGN
TRACT 'M'
PROJECT NUM13IR SHEET NUMBER
6 50- 06 S -

B
GENERAL CONSTRUCTION NOTES.
1) THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
A7 dp 7 Ad
IS
i
law _Ld
OW
MAGNOLIA GREENS
GOLF PLANTATION
GLENDALE SUBD.
SCALE 1" 500'
APPROXIM/vTEEY 579 ACRES +/-
TRACKING CHART
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
WATERFORD
GLENDALE SUED.
17
I �
,j- MAGNOLIA GREENS
GULF PLANTATION
L=4%M M4P
NOT TO `.i Al I
INDEX
COVER
`jW- A
TRACT 'A'
SW-13
TRACT 'B'
;w C
TRAC l 'C'
SW-D
TRACT 'D'
SW-E
TRACT 'E'
SW-F
IRAC I 'I '
SW-G
TRACT 'G'
SW-H
TRACT 'H'
SW -I
TRACT 'I'
SW-A1
TRACT "S
SW-K
TRAC1 'K'
SW - L
TRACT 'L'
SW- M
TRACT 'M' AND TRACT '0'
SW-N
TRACT 'N'
NOTE: THE ORIGINAL STORMWATI k' �.�`\��N CARO�''%,
DESIGN WAS PREPARED BY K. �a�� pF SS/,
DAVIS FENNELL. THE PROPOSED
MODIFICATION IS INTENDED TO : L
MODIFY ONLY THOSE ITEMS :10563
INDICATED BY REVISION CLOUDS.
NO OTHER CHANGES TO THE I NE
PREVIOUSLY APPROVED PLAN ARE %, y
PROPOSED. r,,,,
TRACT
A
B
C
D
____N/A
- OFFSITE PERMITS)
F
G
H
I
J
K
L
M
N
0
66 536 SF
TOTAL
1,745,994 SI
N/A - OFFSITE PERMIT(S)
207,346 SF
77,101 SF
103,673 SF
311,839 SF
N/A - OFFSITE PERMITS)
385,070 SF
10,058 SF
N/A - OFFSITE PERMII(S)
'M I
'117,612
0.00 SF
ROADS
222,437 SF
244 SF
SF
LOTS/BUILDINGS
0.00 SF
816,4uu �17_
345,600 SF
6,888 SF
rI/A OFFSITE PERMIT(S)
N/A - OFFSITE PERMIT(S)
615,300 SF
312,000 SF, 1
330,000 SF
988,600 'Sf-
N/A - OFFSITE PERMIT(S)
969,550 SF
N/A - OFFSITE PERMIT(S)
N/A - OFFSITE PERMi TlI
N/A - OFFSITE PERMITS)
4,384,338 SF
N/A OFFSITE PERMIT(S)
193,997 SF
80,110 SF
-
67,186 SF
N/A - OFFSITE PERMIT(S)
Z% /%
N/A - OFFSITE PERMI I(S)
7,660 SF
IJ
893 SF
3,732 SF
1,845 SF
N/A - OFFSITE PERMITS)
61,855 III
N/A - OFFSITE PERMITS)
t ;' - OFFSITE PERMITS)
311,�11` I
SIDEWALK/PARKING
I
10,459 SF
2 ,394 F
3 SF
653,400 SF
139,896 SF
0.00 SF
0.00 SF
0.00 SF
'-�
0.00 SF
1,096,167 SF
143,748 SF
181,664 SF
III,
956,5 0 SF
)
3,550,026 SF
OTHER/OFFSITE PERMITS)
0.00 SF
0.00 SF
__
O.00 SF
232,896 SF
- - -
­�
,,� ,-� --,
TOTAL BUILT UPON AREA
1,085,116 SF
466,26'1 SF
1�4,184 SF
653,400 SF
139,896 SI-
830,306 SF
01%__
389,994 SF
437,405 SF
1,302,284 SF
10096,167 SF
.560, 23 SI-
191,722 SF
_
1( 311,415 S7
_z�-.•
1,023,086 SF
- -
9,8 355 SF
- -
Nr
TOTAL AREA
1,079,836 SF
4,049,773 SI
1,051,187 SF
331.927 Sf
1,320,304 SI
176,418 SF
2,206,314 SF
1,143,886 S-`
1,450,984 SF
4,252,763 SF
1,297,652 SF
4,944,601 SF
263,125 SF I
�-�,1[�� r
1,207,487) SF
25,269,353 SF
� 63,15%
PERCENT BUILT UPON AREA
21.57%
26.79%
44 36%
-
46.45%
49.49%
79.30%
37.63%
34.09%
r
30.15/
30.62%
84.47%
31 `:'
72.86%
84.73%
39.08%
SUBMITTED 02/2015
SUBMITTED 02/2015
SUBMITTED 02/2016
SUBMITTED 02/2015
SUBMITTED 02/2015
SUBMITTED 02/2015
SUBMITTED 02/2015
SUBMITTED 02/2015
SUBMITTED 02/2015
SUBMITTED 02/2015
SUBMITTED 02 ')M'` SUBMITTED 02/;'015 � SUBMI ITED 02/2015 SUBMITTED 02/2015
SUBMITTED 02/2016
SUBMITTAL/APPROVAI
SUBMITTED 02/2015
DATE
_
PLAN 10
'PL"' 'MODIFIED 1 ' 2008 M,
REVISED 05/2006 TO
LMODIFIED
AND2 K4�
ADDADD
LOTS M1 AND M2, REVISED 05/2008 TO
M
TRACT L, M & N
INCLUDE TRACT
REVISED 08/2004 TO
RELOCATE ALLOWABLE BUA.
REALLOCATE ALLOWABLE
MODIFY TRACT BOUNDARIES
PREVIOUS REVISION
REVISED 8
MODIFY BOUNDARY
REVISED 05 / `'nno TO
BUA. REVISED 05/2008 TO
& I V INCLUDE TRACT '0'.
MODIFY TRACT BOUNDARIES
MODIFY TRACT BOUNDARIES
MODIFY TRACT BOUNDARIES
& TO INCLUDE TRACT '0'.
& TO INCLUDE TRACT '0'.
& TO INCLUDE TRACT '0.
ADDED OUTLET STRUCTURE
OS10D FROM POND-10 TO
POND-8 & STORM PIPING,
REVISED EMERGENCY
REVISED ELEVATIONS
OUTLET #1 AND #2 TOP
EMERGENCY OUTLET
ELEVATIONS, REVISED POND
STRUCTURE, ELEVATIONS
REVISED STORM DRAIN
DEPTH TO 3 FT (MIN).
REVISED RISER
ELEVATIONS FOR FES63,
ADDED ADDITIONAL OUTLET
STRUCTURES 1&2, REVISED
FES64, ES4, CI#5, CI#6,
ADDED LOT 12A, ADDED
STRUCTURE POND 5, AND
ELEVATIONS TO CONNECTOR
ADDED
FES DDED INVERTS TO
OUTLET STRUCTURE TO
MOVE LOT BUA AND
OUTLET STRUCTURE POND
PIPE POND 9 SOUTH,
UPDATE LAND PLAN FOR
PONDD CONNECTION
POND 13, REVISE STORM
OTHER/ OFFSITE BUA TO
4 & REVISED OUTLET POND
4, RELOCATED OUTLET
REMOVED POND-9 NORTH
&POND-9 SOUTH
TRACT 'D'. REVISE TRACT
'E'
INCREASE TRACT
CULVERT BETWEEN POND
10. REVISED TRACT REVISED TRACT BOUNDARY,
DRAIN BETWEEN POND 13
& POND 10. ADD POND 10
UPDATE LAND PLAN, AND
CORRECT ROW IN ABOVE
TABLE. REVISE TRACT
UPDATED TRACT LINES &
REVISE TRACT AREA TO
STRUCTURE PIPING POND
/
CONNECTOR PIPE PER
REDUCE TRACT BOUNDARY
INTO
BOUNDARY, ADD RESERVE
UPDATE TRACT LAND
TRACT
BOUNDARY TO ADD LOT #4.
BOUNDARY AT SOUTH EAST CORRECT ROUNDING ERROR REVISED TRACT BOUNDARY
CONNECTION STORM
LOT #'S, ADD OS14B AND
AREA, REVISE OVERALL
!.UPDATE STORM DRAINS,
SHOW EXISTING POOLE
!ROAD
MATCH MAP FOR RECORD
REVISE OVERALL NUMBERS
PROPOSED REVISIONS
3. COMBINED LOT A2 AND
CONSTRUCTION, CONVERTED
TO MOVE AREA
'F'
BUA FOR CLUBHOUSE
REVISE %
PLAN. CHANGE
BOUNDARY, REVISE %
ADD IMPERVIOUS FOR LOT
CORNER. COMBINED LOTS IN BUILDING BUA, REVISED ADD BUA TO LOT 10,
DRAINS. REVISE OVERALL
FES14A ADD AMENITY POND
BUA AND % IMPERVIOUS
COMBINED LOT A2 AND M2
& BACKHOE ROAD,
UPDATE STORM POND.
(MFR). RECALCULATE %
PER OTHER CHANGES.
M2 INTO LOT 14R. -TRACT
POND-9 TO POND-9
T;<ACT REVISE %
IMPERVIOUS CALCULATIONS.
EXPANSION.
IMPERVIOUS CALCULATIONS
IMPERVIOUS CALCULATIONS.
#4, REVISE % IMPERVIOUS
118 121 INTO LOTS OVERALL BUA/% RECALCULATE OVERALL.
BUA AND % IMPERVIOUS
5A.
CALCULATIONS, RELOCATE
INTO LOT 14R.
I
IMPERVIOUS.
M. REDUCE TRACT
NORTH & POND-9 SOUTH
BASED ON AS -BUILT. ADD
CALCULATIONS.
118R-12QR RECONFIGURE IMPERVIOUS CALCULATIONS.
'
,REMOVED
CALCULATIONS. REMOVED
OUTLET STRUCTURE.
BOUNDARY PER REMOVAL
DUE TO CONSTRUCTION
CLUBHOUSE ADDITION.
LOTS 137-138
RECALCULATED LOT BUA,
FES#12, CI#13, CI#14,
REMOVE POND SECTION
OF LOT A2, REVISED
CHANGES. COMBINED LOTS
15 NOT SHOWN ON
DETAIL.
OVERALL BUA %
89&90 INTO LOT 89R,
REVISED OVERALL BUA/%
PLAN.
IMPERVIOUS CALCULATIONS.
DELETED LOT 45,
IMPERVIOUS CALCULATIONS.
ADD POND SECTION DETAIL,
RE -CALCULATED LOT BUA,
ADDED CI#29A TO
I
R LIVI V`VL I\ L V 11 N\- V Lt1 TI V IV
f\L VIJLD IIVIFCR`VI VVJ
'
c`T!"l r")A /fl(%AIAI c'nl lrnln r
J I VM&1r%M A IIV JIiI II..VI II
PUMP, MODIFY GATE VALVE
CALCULATIONS. MODIFY
DETAIL.
GATE VALVE DETAIL.
... I
I __J'
= PROPOSED REVISIONS
APPROVED
NORTH CAROIINA ENVIRONMENTAi.
MANAGEMENT COMMISSION
J�o? o aocj 16 Wd7jf I G
FEB 0 5 2016
BY:_

_ r 46we _ _
EXISTING
TENNIS
COURT
9
VW / / I I w ► --�
EXISTING
POOL
X
E
20' 0 10' 20' 40'
( IN FEET )
1 inch = 20 ft.
OVERALL TRACT "D"
IMPERVIOUS CALCULATIONS:
BUILDINGS =
5,663 SF
PARKING =
58,806 SF
TENNIS =
42,689 SF
POOL DECK =
161117 SF
WALKS =
20,909 SF
RESERVE =
8,380 SF
PROP. AMENITY ADDITION =
1,620 SF
TOTAL = 154,184 SF
TOTAL TRACT AREA = 331,927 SF
1541184 (100) = 46.45 %
331,927
*OVERALL TRACT 'D' IMPERVIOUS INFORMATION
PROVIDED BY CAPE FEAR ENGINEERING, INC.
NMI
' SITE INFORMATION:
i
°
PARCEL ID: 0370005547
0 � / o- DEED BOOK 2067, PAGE 0176
° MAP BOOK 28, PAGE 235
ZONING: C2
EXISTING � Q � EXISTING o
TENNIS BUILDING BUILDING SETBACK: 25' FRONT
G COURT \� \ � o
I
LOT AREA: 6.49 ACRES
0
p -� < EXISTING
�$ �-I PROPERTY NOT WITHIN A FLOOD HAZARD AREA
WALKWAY
� � Z j PER FEMA PANEL 3720219700J
PROPOSED -� O o
BUILDING ��
3` I NO WETLANDS ON SITE
`o ADDITION "�
(' 1 EXISTING DUMPSTER TO BE REMOVED FROM
' PROPOSED PARKING LOT
IV
SIDEWALK
EXISTI G 1 / BUILDING DATA:
—29 LANDSCAPING USE CLASSIFICATION: INDOOR RECREATIONAL
(TO BE -REMOVED)
EXISTING EXISTING BUILDING =4 236 SF
� / ,.� /
LANDSCAPE / � � r�6� ' , � EXISTING
L METER & R PROPOSED ADDITION = 1,225 SF
— 1 j
a
— PARKING CALCULATIONS:
EXISTING SPACES: 87 SPACES + 6 HANDICAPPED
DROP INLET
oN J/ /RIM 25.33 TOTAL SPACES CURRENTLY REQUIRED:
— % ENV. 21.83 81 SPACES + 3 HANDICAPPED
DROP (INLET0 _ Oj
RIM 2 86 0 r — TOTAL SPACES REQUIRED WITH ADDITION:
;�N V. 22'8a� ,/
\4 '� / , 86 SPACES + 3 HANDICAPPED
ADDITIONAL PROPOSED SPACES:
NONE NEEDED
•�• DROP INLET
•�„, RIM 26.18 LIGHTING:
�••� I N V. 22.33 _.�---�
•'`'`•--�__ - NO ADDITIONAL EXTERIOR LIGHTING 1S PROPOSED.
\ EXISTING STREET -r ,
WITHIN 50' RIGHT - NOV 2 3 2015
OF WAY
k3Y:
�s
N ti�
�6
NORTH A n o
es
A
SITE
VICINITY MAP
NOT TO SCALE
PRELIMINARY DESIGN
NOT RELEASED
FOR CONSTRUCTION
REV. DESCRIPTION HEV.8Y
REVISIONS
"Allwlot""
p �
4zFEssi0
�
SEAL c
c 028858 `
'y���� NGIN��'
OWNER:
WA I ERFORD MASTER RESIDENTIAL
ASSOCIATION, INC.
P.O. BOX 1967
WILMINGTON, NC 28402
Coastal Land Design,PLLC
Civil Engineering J Landscape Architecture
Land Planning / Construction Management
C NCBELS Firm License No: P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 www.cldeng.com Fax: [phone]
DRAWN :
R. Lewis
PROJECT
NUMBER 000-oo
DESIGN : F. Braxton
CHECK :
J. Petroff
SCALE : 1" = 20-
APPROVED:
F. Braxton
DATE : 09 Sept 2015
FILE NAME :
Waterford
STORMWATER DESIGN
Proposed Clubhouse Addition
Supplement to TRACT 'D'
JOB NUMBER SHEET NUMBER
140-06 �W_D(SILIP

s_
J
200' 0 200' 400'
1 INCH = 200'
-
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BY: ---
(NOTED
REV. DESCRIPTION R€V.BY
# I -.-
REVISIONS
ate
OF THE CAR(�LIIVAS
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www. ca pefe,qrepgippering,com
N.C. L1(ENSE # 6-1621
PROJECT
650-001
NUMBER :
SCALE 1 "=200'
DATE FEB 2015
PATH: P:\650\650-001\CjVVG\650-001-IMP-I.DWG
WATr=RFORD
STORMWATER DESIGN
IMPERVIOUS ALLOCATION
EXHIBIT
PROJECT NUMBER SHEET NUMBER
650-001 IMP #I

FRAME, GRATE & HOOD
40*E C*4
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to 3 40.90' S"ZX50*F_ IN
W,\ "/E #1 75.78! " 71�, 94.65- (SEE SHEET SW -I) v
C�/ 30.9T- SO4'IIW5( =�,,_REGALIA_1 26 7Z S173-t2O*E 34.29' v M IRRIGATION x
PUMP" �14! S38`l OT
S03ftA' (O
E 3*14'10*E SECTION Y
ISECTION X PLAN
SlS'W20*E SI4 1, Vf, 95.06, 6 /Z IIIS-00, S24112'50*E 46.13 '26'10-E S, 3V30'E ot NOT TO SCALE
17.49' 51104! Ib'
N2433!301`E S241ZWE CURB INLET
N3Y44Crj 25.4r _LN41 35-V E 200' 0 200' 59.2W Ix
50' ROW
4 00 0 S21'36ZO-E 6a m IZ78! 50' ROW
I25' 25'
I2W
1 INCH 2OW 25'
1,31 91 4P
12' 12' -I- - 1 12'
13, 12'
00 1 10' 2v 10 iu* 2f
FT ll� "bv T_ T e,1 1-2 IL-8&73 I f 99 21' I.L1 "ABC
I cl / - I I _\ [ FT ....... �)OF 65.52' I(SEE SHEET SW-H' II NAC i H 8 N1 30W 4� -1*/ FL S32 1-1 /l
N.
6" ABC O-E R-50.00,-_.;: C,4 0
3318, "ISM L-47.12 6" ABC 6w MI 24" ROLL CURB &
2� Z
UTTER GUMER (rMCAL) (Tyl ...... R 06'10'E 57 W N3T4,3*00*E 24ft ROLL CURB IN
K 004-51i2 < CU U
I67,2f V SECTION (CROWN) SECTION (SUPER-E.EVATED)
-vt TR CT TO T_ TIE "E" IN /hN75'f48'-30*W RESIDENTIAL STREET RESIDENTIAL STREET
IDRAIN SYSTEM t OVERALL
CB1 OC K-9&51 I74.67' PROJECT (ROAD F, PORTION OF ROAD 1) (ROADS G, J, K, L, M, N)
N181.3'30"EW 11 'k i ,m \ �' e'l
97 31:7 F6 W 4*54!50*W V "?\ NOT TO SCALE NOT TO SCALE
6 48.9*r y
N62-1 76.99 R-2 Nla_41-4(�E 50'W TRAU I noo W 86AW N75'31'50*W 4i.7-r 50' ROW
53.4--V I46.611' Wn,31.02 (SEE SHEET SW-L)-/'
L-79.78 'coo 51
TRACT 'B' 25' 2 N3338 R "5 2r IRRIGATI '20*E (SEE SHEET SW-Q) ' " I ON I'zo 16' 16t
sw*'Zvo TRAu I u 14 IM'3WW I \ S40 Ill i S6548!50*E 00 W 2P 71 7* 21
1W -W
117.3� PUMP S3511'44D .47' SW400 IIr It 7SIO*E 77.0S ; ICF -au IlIll 8 S0fr40iO4: 111K ------ FT.
'58'00"E\ Y'l, S52
24" ROIA CUR13 & y L L-61.M CFr R-44, N79V8'40*W L GUTTER (TYPICAL)
--'N66*2V10'W Iz
BEHIND
6" ABC TRACT 'E' 6" MIN.
C i 12-
ICURB L I(SEE SHEET SW-E) ESIDENTIAL STREET
L-39 .25 ONE-WAY
IRRIGATION,,"' TRAC I u TRACT V PUMP Pl
SW-M) IEE SHEET SW-D) ECTION (SUPER- ELEVATED)
MA Li L-61.37 FES713 (PORTION OF ROAD 1)
11E TRACT "E" INTO uditst 7� C88B IN / 161)5 _N ARY='ST DR- R-44.00 L NOTTO SCALE
rORM DRAIN SYSTEM I RRIGATI ON CB7H/ IMH P U N f/ FES1�C L-llllr4-3.30 CB8C_ IN2T41'00'W t w725,00 C88F 0 C88F I �51.! OW:24e' A S61'2rlO'W PUMP STATI 7 R-44-00 S2":e2O'E f JB9D, _uB9B 07G 500cr N3611*2 C136G .0*1 C 8 7 D CB4B LIl I IF ,BllAZ R-18.00 / I `1301ig'l -27.20' I3' FES5B TRACI K F3.95 W.7V E40.95 -K), \ woo (SEE SHEET SW S3n9'.30*W CB3J I R-625. S245eO( *E CB9 CB6C CB3K 2444 114
9 N32W40"E 63.71r A ww�%A co CB6I3 j T_ 10 C5 R R I G AT[ ON ��N67W20`% 50' MIN. 7Z21` M II'PU P
e�_ IF _S3M A ........ ...... ­ ... .... 11 / - , I 10 < I �j jo I FES61) 0 CB3K' z #4 STQNE ...... ............... .......... INLET/OUTLET
PIPE
V z . .. .... TOP OF BANK
................. ... IIL4WJ IFES3 4RIES)
5z 0 I'll ell Lu 11i'le, ,,� " f- - / I`/
P IRIP
LAN I I LOCATION VARIES)
-1444 351 * 15' FES3 ITR T (S�E SHEET SW-J) TRACT CB3 MAX DEP \\IRRIGATION VARIES
180 MIN. DEPTH
J. (SEE SHEET SW-C) 572.38 FES' e;, CB3B PUMP AT INLET/OUTLET SECTION PIPES ,-OVERALL aco PROJECT 12 CB3E n -I'l NOTE: BOTTOM ELEV. I ........ . AC BOUNDAR- W VARIES BUT IN NO CASE
TEMP. CONSTRUCTION . i 6 SHALL BE LESS THAN
81.47' E 01 4WE 18' BELOW INLET/OUTLET 3 V2=W 4 ENTRANCE -W lr� 41.46' PIPE INVERT ELEVATIONb.
S44'WOO'E NOT TO SCALE 8.73' SMMW2Cf 2.20*
III TYPICAL POND SECTION
Of 84! CB'A"
'el NOTTO SCALE
el %35101100*w-- 1 GENERAL NOTES-- J134 -j IN SOME LOCA11ONS 3' MIN. DEPTH CANNOT BE
e ACHIEVED DUE TO THE PRESENCE OF COQUINA
Ift I. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES- ell N23*16'00*W
AND OTHER GEOLOGICAL FORMATIONS.
137.90' BEFORE BEGINNING CONSTRUCTION. N1"Wr5l 99.3:v J 3 e�j CB2 D
�2. TRAC A� AREA 24.79 AC. <\ 60"O X 24" TR
FES7 AN71-VORTEX SUtVUKIZ) ANU HAND WHEEL FOR
EXPANDED ALUMINUM TOP 8" LOW LEVEL
3. NO WETLANDS ARE TO BE DISTURBED BY THE IMPROVEMENTS SHOWN OUTLET
ON THIS PLAN. IEL 21.32
0 4. LIMITS OF DISTURBANCE CONCURRENT NTH PROJECT BOUNDARY /0 -OVERALL OWN. D <I PROJECT I)6 I5. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS DIRECTED BY EL. 20.28
C-/ E TIONS. /I ll I-RACT G
NGINEER SUBSEQUENT TO FIELD INSPEC (SEE SHEETSW D 6. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM. -G) 7. ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS. NORMAL WATER SURFACE EL. 19.0 (CONTROLLED BY ATIO AINTENANCE PLAN SEDIMENT N__.__M RECIRCULATION PUMP) D
el-
<\ K
1. ALL EROSION AND SEDIMENT CONTROL PRAC110ES WILL BE CHECKED < SUPPORTSTO
36"O ALUMINUM
FOR STABILITY AND OPERATION FOLLOWING EVERY SECURE STEM
RUNOFF- PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE CMP RISER EXTENSION TO 36"O
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO ­4 MAINTAIN ALL PRACTICES AS DESIGNED. 7 RISER. SPACING
? AS REQUIRED
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY IN STAKES DROP INLET EASEMENT EXTENDS 1 O' FROM TOP 36" ALUMIN
WIRE BACKING S89,361,Wl.w ORDER TO KEEP SEDIMENT FROM BEING TRA 24" SLUICE GATE
NTH GRATE
SEDIMENT FABRIC WITH M CMP
IRB
y 6"
F6 I I STRUCTION_ EL 17.16
VARIES
RUNOFF WATER D INVERT EL. 17.06
WITH SEDIMENT N7 1 3:' 1 MIN. I MIN 1. > -S TRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING. VARI 4 BOTTOM EL
'A' nfrTPPMIIl AND MARK LIMITS OF DISTURBANCE v/\ UNKNOWN
DROP INLET SEE/SHEET SW
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES. BURIED N�, i
ISWALE
SEDIMENT FABRIC -AX"WRIE SCHEDULE
4. CONSTRUCTION OF SWALES AND ROCK DAMS NOT TO SCALE
RISER S
5. TOPSOIL REMOVAL AND/OR STORAGE. SEDIMENT FILTER FOR DROP INLET 6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5- OR NOT TO SCALE I* -ON 16-00 GREATER).
NORIll
RISER
TOP RISER
WATER
INVERT
IORIFICE
STRUCTURE
ELEVATION
ELEVATION
ELEVATION
#3D
23,00
21.00
20.15
62 LF 24" HOPE 0 0,08%
U4 0
4.00
1&.00
140 24" HDPE 0 0-207-
A
A
21.60
N 0
-VARIES, SEE SHEET SW-M
04 - - 1% A J
EACH
WAY NSTALL 24"O R!SER 3
S ILE LOCATIONS
T-OfR-MDRAIN SCHED *NOTE:- ORIGINAL STORMDRAIN DESIGN INFORMATION SHOWN. EMERGENCY OUTLET #2
ONLY ITEMS INDICATES WITH REVISION CLOUD HAVE BEEN FIELD VERIFIE STRUCTURE DETAIL D
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE SLOPE INVERT
TO BE LEFT IDLE FOR MORE THAN 15 DAYS. 71, LINE LENGTH SIZE MAT'L SLOPC INVERT INVERT f7l"M EL IM ELI LINE IlIlW 51ZE MAT'L DOWN(ft.
DOWN(ft) UP(ft) DOWN(ft) UI (ft) (IN.)
(ft) (IN (Z)
ES1E-JBqD (00 18 CPP IA2 19.00 20.15 30.75 24 CPP 20.00 IF 20.50 054AI-C.B45 51 0.4q FRAME & GRATE 8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL jBqD_jI3qC 220 )a CPP 0.26 20.15 20.70 W.75 25.37 CB4B-CB3j 48 24 CPP 0.20 20.25 20.35 24.87 24.57 1
24.87 24.57
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED _jBqC_CB1q5 140 18 CPP 0,25 2030 21.05 25.37 23.86 C53j-053K (05 15 CPP 0.20 20.:�06 21.00
TO ESTABLISH A \,4GOROUS STAND OF GRASS. Caq5_(�18qA 22 - 18 1 CPP 0.23 21.05 21.10 23.86 23.86 C1948-CB4C .88 Iis CPP 0,20 20.25 20.013 24.87 24.q7 WATER SURFACE EL.
POND tCHEDULE FE534-0530) 40 15 GPP 6.00 18.00 21.20 Iq.50 24.8q 36"x 36" PRE-CA$V_
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, 2rl 2!-W REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND a SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS REVERSE SECTION STANDARD SECTION
IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
MULCHING MATERIALS AND APPLICATION RATES ROLL CURB GUT I ER DETAI
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dry, u I nchopped,
unweamered; avoid weeds.
Thould come from wheat or oats;
spread by hand or machine, must
be tacked down.
-rrrkAr_)n0ADV
NOT TO SCALE STD. CAST . IRON
FRAME & GRATE
.36"x 6N PRE -CAST CONCRETE RISER BOX
___AMOUN
TIME OF
FERTILIZATION/1000 SF.
GRASS TYPE
loop
SEEDING
INITIAL
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROV#WTOP MILLET
1"2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
6" GATE VALVE-:" GROUT
24 0 CPP
PERMANENT SEEDING CONCRETE
GRASS TYPE
___AM_0UNT
1000 ,sV
'n ME OF
SEEDING
FERTILIZA-0097=0 SF.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS, N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE. TALL
(KENTUCKY 31)
LBS.
SEPT. THRUI OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FES. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 L.B. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS...'j
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - M
1
1/2 TO I LB. N.
F NA
t91
20.0
3' (MIN)
17.0
22.0
1 209,5
�,,l79
Ir33,159,194 -1
I VARIES
1 3,636
BLOCKING GATE VALVE DETAIL
NOT TO SCALE
NOJE., GATE VALE DRAIN IS OPTIONAL AND CAN BE INSTAI I ED
DISCRETION OF PERMITTEE. PORTABLE PUMPS TO BE USED
DRAIN DOWN PONDS FOR MAINTENANCE WHERE GATE VALVE
DRAINS ARE NOT INSTALLED. All
I - -I _6C
DIJ� �6**:FHE lf;�i�iE�EE OF60*61ITiNX"A6­&4� 6�666AL
FORMATIONS. ,_ l -_ -A-
CE38H-CZOG
22
16
CPP
0.25
20.60
20.65
23.53
23.53
awiTca3i
62
16
CPP
0.50
21.20
21.51
24.5q
24.75 0.\
CONCRETE RISER
OPTIONAL 6 GATE---�
VALVE (SEE GATE
VALVE DETAIL)
11
C58H-CEIll
206
24
CPP
0.20
20.10
20.50
23.53
24.75
CWE-C;B8F
22
18
CPP
0.50
21.00
21.10
24,75
24.75
(Fr:55L-05511
103
15
CPP
2��.2q
CB815-GR31E
86
24
CPP
0.26
20.50
20.71
24.75
25.03
FE53A-CZ5B
44
24
CPP
(0. w
17.00
20.00
1q.00
23.78
FESBL-CMK
323
24
CPP
1,08
17-00
20-50
22.30
24.2Z
56
24
CPP
0.25
20.00
20.10
23.75
23.7b
CMK-CZ8J
177
15
CPP
0.25
21.00
21.44
24.22
25.24
C53C-053D
62
24
CPP
0.05 1
20.10
20-15
23.76
23.00
CE38K-GR2C
61
24
CPP
0,25
20.50
20.65
24.22
24.2B
-
FE53G-CE35F
5120
18
CPP
(9.25
16.50
22.00
20.00
25.36
FES8A-05135
64
24
, CPP
4.50
1q.00
22.05
21.00
2(a.31
C55F-CBBE
56
18 .
CPP
0,28
22.00
22.10
25.36
25.36
1 22
1 15
I CPP
0.50
23.00
23.10
26.31
26.31
TOP EL.
M0
Alf -WATIER SURFACE
03 24 1 CPP 0.25 2 2.05 22.26 26.31 26,50 D SECTION
IOL CA 1 111, Am I -�A mA % STONE BASE
-FE56E 140 �-055A I 60
CPP
E=��Muvlzlj
22.45
0. 10 1 21 AC15
I -
0.1101 1 15.52
0#1
20.qq
ef _.
, l
101.60
Je3-JB4
150
1 36
HOPE
0.
26.12
J154-,1155
44
36
HOPE
0.
21,10
25.12
26.12
J135-JEV6
143
36 -
HOPE
0.
1q.50
21,50
21.50
C1310EI-0510C
20
18
HOPE
0.
�0112-
1#1
3.00 1 22.82
WATER SURFACE EL
AT OUTLET
INV. EL.
F 7�
7
MAGNIC ��PROJECT
SITE
1438
vVICINII-Y MAP
NOT TO SCALE
PROJECT BOUNDARY
TRACT BOUNDARY
SWALE
EXISTING PONDS
POND NO. (SEE POND
SCHEDULE THIS SHEET)
CURB INLET
IRRIGA11ON PUMP
IMPERMOUS CALCULATIONS:
STREETS = 222,437 S.F.
SIDEWALKS = 10,459 S.F.
TOTAL = 232,896 S.F.
TOTAL TRACT AREA = 1,079,836 S.F.
'MPERVIOUS AREA (100) = y
[VIAL AKLM
232, 196. (100),- 21.57 %
1,079,0jo
k A 1AL A
ql %:Z=;p
REVISED EMERGENCY OUTLET
#1 AND #2 TOP ELEVATIONS,
REVISED POND DEPT44 TO 3
FT (MIN). ADDED ADDITIONAL
OUTLET STRUCTURE POND 51
LMN
AND OUTLETSTRUCTURE
POND 4 4 REVISED OUTLET
POND 4, RELOCATED OUTLET
STRUCTURE/P1 PING POND 3.
E)
COMBINED LOT A2 AND M2
INTO LOT .14R- TRACT 'M1.
REDUCE TRACT BOUNDARY
PER REMOVAL OF LOT A21
REVISED OVERALL BUA %
IMPERVIOUS CALCULATIONS.
02/13/15
ADD POND SECTION DETAIL.
REMOVE RECIRCULATION
PUMP, MODIFY GATE VALVE
DETAIL.
C,
RE
(,/27/05'
CAPE FEAR ENGINEERING, INC.
E3
ADDED LOTS 5 THRU 13
MLT
5/30/08
CAPE FEAR ENGINEERING, INC.
A
LOT A2 ADDED BY FREELAND
MR
1/23/07
AND KAUFFMANIINC.
REV.
DESCRIPTION
REV.BY
DATE
#
'W -W THE ORIGINAL STORMWATER DE51GN WAS PREPARED BY K. DAVIS
FENNELL. T44E PROPOSED MODIFICATION 15 INTENDED SEVP TO MODIFY ONLY T1405E ITEMS INDICATED BY REV15ION CLOUDS. No OTHER CHANGES TO THE
PREVIOUSLY APPROVED
PLAN ARE PROPOSED. <3F -rHE CAR<:JoLn'4AS
HEM AOL 12
E NANO G I N E E R I N G.
151 Poole Rd.,Suite 100, Belville, Ill 28451
TEL [phone]; FAX [phone]
wwwl arengineenng.com
N.C. LICENSE# C- 1 621
OePROJECT 650-001
NUMBER :� . SCALE 1*=200'
DATE FEB 2015 . 0I\DWG%650-001-SW-A.DWG
�,PATH- PA650\650-0
2�ll.5
'a' �5
F UND
NOT TO SCALE
3,000 PSI CONCRETE SIDEWALK, SCORING 0 8' INTERVALS,
BROOM FINISH, SLOPE 1/4:* /FOOT 3/8* x 3/8"
IN DIREC-nON OF DRAINAGE
1/2- EXP. JOINT 0 ZV
INTERVALS TYP. & AT ALL
ADII INTERSECTIONS
T_
COMPACTED SUBG ADE
CONCRETE. SIDEWALK NOT TO SCALE
ff
1 R=
TRACT tAt
�B 05 2016
PRO&CT NUMBER
650-001
22.02
25.01
24.l
I 6.56
21.52
27.61
18.57
27.61
27.36
18.60
27.36
22.10
I;B.qo
27.36,
25.45
1q.05
25.46
26.50
Iq.IO
27.13
1q.24
27.13
27.8WO
20-00
22.50
22,I50
20.43
22.50
22.q5
23.48
27.23
22.82
22.50
SHEET NUMBER
SW -A

•9 -
/ %
/ ,
f // /
F /
t `
�, I ,
r / `,
I
/
,
r PROJECT & TRACT
,i 0 10 11 12 13 'B' BOUNDARY l
F8] Q 14
/ ' / // J�'�^''��� ❑ � 9 10 S1213 'i 4 15I�p / I If 8 0{
/ r 3 - -_J. 7 15 1 S
f- -- • / ` _. Q 0 0 ,
5
DA-2
17 PROJECT. & TRACT
""" 16 'BOUNDARY
DA-4 ❑ HP RIM=z1.75 17 18 }
`� ,� HP \ ] (D 4 DA 3 ; RiM�22.as. -� >C y 4`IE1s,5a
�_
..� S
RIM=21. 19
\ - .. �` °` 1 - 2atF 2a CPP # Lp �1' 1 f,, �. 18 'r
EXISTING „�/-� I -- _�___ 35 2a DRAINAGE `+.
\ VEGEiAT® -�" '°`�'�- 1 _, RIM�z4.a3 `"'�� _- - RIM=22. 37 3fi Ill_ 45 i
l ., IE-20.25 xp { j'1E�18.74 38 EASEMENT {IYP / .� 19 ® ®�
swAL � , r �-� -- r` i ..- 39 35 20 10. € _ _ - r,.._._
\.. --- _"".. 41 1 ❑ 44­0 @33 / 32 ` WALKING TRAIL . r
­-- :_� 1
• i 42 1 38 0 1 20 \ _MPERVIOUS \
\ / (5D 11 alf 8 cP RiI�A ---. 4 43 3,9 0 _ _ _ , , 34 0 21., `\ .,, '� � -, - �, I
:o fE{IN) 19.7a 40Pil `: y-:. /" I � i
{ ur) __ w ,:LL E I��.t7.ao 2`1 = - _ EMERGENCY��
` 135 42 (I£ tN�17. _L_. - y�N` , \` t� 1s. 30 ® f A-:�� . OUTFACE #1 c:
❑ 134
,�/ / _
' z"az� 1r1�,P`', 43 ,- IE ouTa1 _ : - ,-- \ \. ,4\. ,y'' \ \ 1M1 >: y.r ', STRUCTURE SEE DETAIL i
r \ ,_ ,' POND#$\ \- _ �_ 22 --,--� \, HI RE \
�f �f o, -, _�1
a RIi�("'�3.f � ,\ �_ \_ .\ _ `\_ �_ ,. - 3�0 ', y ` 22 ' , \ 0 ,� .` �I T S SHED I r^ 4
D1. f
M 25.24 ! '� OLF 1 \ - '� \„ ,. _ ti ` ` ```' ~ - - CP 29 ♦ ! -. " ,: j _ __ _
`� 45 E=19.85 \ 44 8'RGP = �. 35LF 4'CPP`\- `.. '\.. \� 4aEf �r -`/ 1, i `' , \
1 �y t
2 `�� S �.
\ F
4 :
�- � 23
i ,` - i' 0133 :`' 601E 18'RCP `: 1. ti! ' - 50 24'CPP _- _' "_ __ ,'`' - ` :` ``< 23 r� ;,� i' '/.4 ...` _ �.,` \. �,_�\:\11'1,1'k,-� _,
�. /i
/ _ _ »F ,' \ - `,_
\. , \• ,. , i \ �1_ ' / __ - X .\ �1.. ..\ ;' '2C7, F F .. / / /l, /\.. ..\ \. _� '',,_ \. _ \_ `1 - ,, ._ '__ . `\,., ' ., �S ~ ,
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18.10 =\
,
20 138 -
6.
.\ \
\\
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\ / IE OUT 18.0 0 0` \ / ! \ :1
_ _.._ / :y 2 132 _ \' S1 8 r ,, j 25 \» \` \, _ _ 1 y
9 .� - \ \ 'a
/ \ W
� 0 0 / » v _ _I 0
t \ 51 46 ❑ \ 53 ````}} V .may. I i ,'\` .. �\
/ o , t ❑ 49 '..- � f 1 .\, '\} 1,. \\.. ``\ 26 6LV . -� `♦. �.� -'\. \.. �`\, \,. ` . \ \_. :,\\, `'`. \ _'\. ` ..\, _ •• ,, -, ` 1�� 1 1 - 1
o 3 \ 9 REMOVED _ \ �- �\ _ ,\ 1
2 0 _ \� , \
SF14�0 \C ! I 1 131 r '�/ r r LOT F -'� .. h ti,. ` - - `` \� 1 1
•\ \
1 0 �..
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54 ,, �--
RIM
PROJECT &TRACT �azs ❑ I t21At�23.83 '� -,` _. \ - `�_ - /,'; #' - \ ;
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B BOUNDARY f� 29 \ \ \; xE 1a.so ! ! Y \ -
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/ / \. E 20®48 S
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❑ h , _ ,._.. 163 \ :.❑ uTts.00 -: �.` ;, 0 , -. ,, EX{STING LAKE`\.. \. "\: ,_
\ _ _ _ \ 1 ! :. _. \ -,. NWS-19.0 �- �,. \
/, 25 _ \
o _ _ ti t
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33 - / / 1a - - \
N 17.80 0 6' \_
/ \ \� 67 1 6 \.. \..`
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0 27 -\ ,
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/ / 1.3 143 158 .. { mt - aaLF z4cPP7 f -� 22 1 i �� \,' o/ 1 \ - -\- _ \ ` `' \_ ` �., \,+ ,\_ �_ ' I 1
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20 DRAINAGE / - - \_ _\_ \ ' \_1 1 / __ _ _ 4,3� «- 'A. /
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STRUCTURE 1 ❑ tE 2t.49•q
1 !`''\_` „\ ,3j \�.Sp,\ __l 124 :23,. " Y
-\-- - �-\ -\ = 125 24. i
�=
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19'-6" X 12'_ 1 " ` _-
STRUCTURAL PLATE
ARCH CULVERT N3i
(BY OTHERS)
50' ROW
25' 25'
13' 12' 12' ga 4.
2' 10' 10, 2'
1- FI.-.. ...1 4":F7. �i ¢";�1• I* Fi
1-1/2" I-2�
24' ROLL CURB & 6" ABC 6" MIN. w
GUTTER (TYPICAL) BEHIND iv � o
CURB cn
RESIDENTIAL STREET
SECTION ' (CROWN)
NOT TO SCALE
50' ROW
25' 25'
13' 12' 12' 13'
2' 10' I V 2'
._._..I" FT._..
I i 4"' F7•.,.- j 4a•. 1" FT.
1--1/2" 1-2-I ,
24" ROLL CURB & „" . "r 1 i 11
GUTTER (TYPICAL) --1 6- MIN. Z
5 O
BEHIND rn
CURB
RESIDENTIAL STREET
SECTION (SUPER-- ELEVATED)
NOT TO SCALE
, 50' ROW
2W
26
16'
9'
9'
160.
2'
r
7'
2'
1" F .:
4": FT.
1--1/2" 1-2
2e ROLL CURB & 6" ABC
GUTTER (TYPICAL) 6" MIN. 4 S o
BEHIND(11
CURB
ONE-WAY RESIDENTIAL STREET
SECTION (SUPER- ELEVATED)
NOT TO SCALE
/ , 1-1 !I
1'-0" 1'-0" 1a-0" 1'-0"
v. :
_ -
A
u rl �
a <i
. -•
r"• - r Q
w a
4,1 - . - -a
j L
REVERSE SECTION STANDARD SECTION
ROLL CURES & GUTTER DETAIL
NOT TO SCALE
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 92.97 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT BOUNDARY
UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OF. .AS DIRECTED BY
ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. WETLANDS SHOWN PER PLAN.
SEDIMENTATION MAINTENANCE PLAN
1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WiLL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY
TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY
IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE.
MULCHING MATERIALS AND APPLICATION RATES
«t=l= or-1CC I �jw-Cj
Aw.;1,
1I
N I—
-0.1
\ \_ '\ N
,',. z to I
.. `\
_,
� \ z /
f .� I
1"., �,
\l .
\`fo
�'.I-, ;^/
i f/-----
�`,�a,.�T-----
Ny os
(0 `�V6 \
,_ ,. ,-N67'52'3WW
^� ,.� 24.86'
�... \
\.. .,\1-1 \
­ _, ,t \,\
\ .\,. \.
1_1� f`
/
SCORING ® 8' INTERVALS,
3/8" x 3/8"
3,000 PSI CONCRETE SIDEWALK,
BROOM FINISH, SLOPE 1/4" /FOOT
IN DIRECTION OF DRAINAGE INTERVALSJOINT ,
TYP & AT ALL
I I 11 /_
RADII INTERSECTIONS
It v .
r\ \ % '
COMPACTED SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUC11ON CONFERENCE TO BE HELD PRiOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR
GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS
STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING
DEVICES AND SPREAD EVENLY ACROSS THE SITE. GRASS THESE
AREAS IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING
DEVICES.
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
I-2 tons
�Y, �p1,
unweat red; avoid weeds.
6hoPu� from wh� or eats•
56e.1ack in. mac il1e; mvsi
TEMPORARY SEEDING
GRASS TYPE
1 qq0 S .
ING
INITIAL
MAINTENANCE
RYE GRAIN
1-2 LB& .
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
1000 STa
-
SEEDING
FFRTILIZAT1ON/1OOQ SF,
IN! AL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRiL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE. TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB, THRU OCT,
25 LBS. 10-10-10
FES. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR,
25 LBS. 10-10-10
FES. -- MARCH
i/2 TO 1 LB. N.
NA
STAKES
SEDIMENT FABRIC WITH
WIRE BACKING
RUNOFF WATER
WITH SEDIMENT
.­-.,...," '\"-----I','
BURIED
SEDIMENT FABRIC
PROPOSED Lr%mr
13UA
LOTS 1-44
3,600
SF
158.400
SF
LOTS 46-88
5,800
SF
249,400
SF
LOT 89R
11,600
SF
11,600
SF
LOTS 91-102
5,800
SF
69,600
SF
LOTS 103-130
5,800
SF
162,400
SF
LOTS 131-163
5,000
SF
165,000
SF
TOTAL
816,400 SF
RISER STRUCTURE SCHEDULE
WATER
WATER
SURFACE ®
SURFACE
RISER
TOP RISER
ORIFICE
ELEVATION 0
INVERT
STRUCTURE
ELEVATION
ELEVATION
OUTLET
ELEVATION
PIPE SIZE
#1
23.00
22.00
21.00
18.00
400 LF 24" CPP
#2
22.00
21.00
19.00
15.86
130 LF 24" CPP
OS10D
23.00
22.00
19.00
21.84
(2) 24" HDPE
STD. CAST IRON
FRAME & GRATE
WATER SURFACE EL.
36"x 36" PRE -CAST
CONCRETE RISER BOX
��•
OPTIONAL E GATE VALVE
(SEE GATE VALVE DETAIL) -
r 2EI fr/�"
cV _ _ ,
STONE BASE
W _ DROP INLET
.. j
ORIFICE PIPE INVERT
TOP EL �AT WATER SURFACE
WATER SURFACE EL.
PIPE -1-1 SIZE
SECTION
POND RISER
NOT TO SCALE
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
"ROP INLET
ITH GRATE
INV. EL,
.,rQO � ul�f -- r - \ � ,
/ r \, \ \
/ / •,
/
0 i00
1 INCH =100
STD. CAST IRON
FRAME, GRATE & HOOD
N.C.D.O. T. STD. #840.03B
�_
I
. o
` /
z 6" 2'-2" 6"
Cfl
` Y11 `
- . (I ...
> T
SECTION X
BACK OF CURB
X N
�,
L-.- x
P 1.._ A N
SECTION Y
CURES INLET
NOT TO SCALE
50' MIN.
..,
3 -
� -- #4 STONE w
C\I
0 \
Z
0
w PLAN
.55'--i 15I :L
:>i 5
t R
It o
SECTION
TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALE
/
/ �O \
/ j
_`9l.
\ I/
V' /
51
50' R/W
24' B-B
FRAME &GRATE CUL-DE-SAC DETAIL
NOT TO SCALE
36"x 36"
PRE -CAST
CONCRETE RISER ''
BOX a
6" GATE VALVE ' ' A
GROUT ; ...
24"o CPP
,:.
�•
•`.y .'.
d
CONCRETE BLOCKING
GATE VALVE DETAIL
NOT TO SCALE
NOTE: GATE VALVE DRAIN IS OPTIONAL AND CAN BE INSTALLED
AT DISCRETION OF PERMITTEE. PORTABLE PUMPS TO BE USED
TO DRAIN DOWN PONDS FOR MAINTENANCE WHERE GATE VALVE
DRAINS ARE NOT INSTALLED.
60"O x 24" TRH-,SH RACK WITH HAND WHEEL FOR 8"
ANTi-VORTEX SUPPORTS AND / LOW LEVEL OUTLET
D EXPANDED ALU INUM TOP --\ f/
ELEV=20.44
DI- __.. - ----
ELEV=19.24
f�: - r 1
I I )I
10'
�iAXI�U
t�
..
NQRM, AL WATER SURFAM V-19.0
(CONTROLLED BY RECIRCULATION PUMP)
0�4 � EEC LEI, A
4�5 l R oST
% _ ; URIC ')
6> �
oveR FI�..` IN.
'IL �I� � Co
Asp, ACT
ISOMETRIC D
SILT FENCE DETAIL.
NOT TO SCALE
r,
k ,� .
X_
4,
'�' \ r1\1f
X
11
V111CI%IITY MAP
NOT TO SCALE
PROJECT BOUNDARY
TRACT BOUNDARY
DRAINAGE BASIN
DA-2
DRAINAGE BASIN LABELS
I -- ,'- '
_ ,_ ,_
EXISTING PONDS
CURB INLET
FLARED END SECTION (FES)
IRRIGATION/RECIRCULATION PUMP <
29
MAP FOR RECORDED LOT #
10
LOT # IN STORMWATER PERMI TT
IMPERVIOUS CALCULATIONS:
-
STREETS 244,322 SF
SIDEWALKS = 24,394• SF
LOTS (SEE TABLE) 816,400 SF
EXISTING -
IMPERV
IOUS
0 SF
TOTAL - 1.085,116 SF
TO fAL TRACT AREA = 4,049,773 SF
IMPERVIOUS AREA
TOTAL AREA (100) -
1,085,116
4,049,773 (100) = 26.797,
ADDED OUTLE"1` STRUCTURE
OSIOD FROM POND-10 TO POND--B
d STORM PIPING, P,E=.VISEIa
FI_I=NATIONS I::r1LP-C,f_NCY OUTLET
51 ,UCTURE, ELL- VA i IONS
REVISED RISER STRUCTURES 12
LMN
AND REVISED ELEVATIONS TO
CONNECTOR PIPE POND q SOUTH,
REMOVED POND-q NORTH t POND
D
q SOUTH CONNECTOR PIPE PER
CONSTRUCTION, CONVERTED
_
POND-9 TO POND q NORTH 4
PONp -9 SourN DUE To
CONSTRUCTION CIIANGI ,J.
COMBINED LOTS wilf(i0 IN F0 LOT
89R, DELETEDL01.45,
02/13/15
RE -CALCULATED LOT BUA,
REVISED IMPERVIOUS
CALCULATIONS. MODIFY GATE
VALVE DETAIL.
C
REV. BOUNDARY* ADD
BCE
8113104
SIDEWALK IMPERVIOUS 1
8
ADDED WETLAND NOTE
JBP
6/25/03
A
ISSUED FOR REVIEW
JBP
2/ 13/03
REV.
DESCRIPTION
REV,BY
DATE
r .r er V V V Nr 17--®
\
NQ_u_ THE ORIGINAL \j►yl:nu,i,,
STORMWAT) :R DE51GN WAS \�`' CARD'''%
PREPARED BY K. DAVIS p� �/�'.1
FENNELL. THE PROPOSED '�+� '
11
MODIFICATION 15 INTENDED =:
TO MODIFY ONLY THOSE - 2fl563
ITEMS INDICATED BY
REVISION CLOUDS. NO +,'O, IN
,
OT14ER CHANGES TO THE /
PREVIOUSLY APPROVED I
PLAN ARE PROPOSED. J
_...cs
b. . ft_.
I.
151 Poole Rd.,Suite 100, Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering, com
N.C. LICENSE # C-1621 .
36"0 ALUMINUM PROJECT
CMP RISER SUPPORTS TO SECURE STEM NUMBER : 650-001
EXTENSION TO 36"O RISER. SCALE 1 "=100'
SPACING AS REQUIRED
DATE FEB 15
8" SLUICE GATE PATH: P:\650\650-001\DWG\650-001-SW-B.DWG
24" ALUMINUM
CMP
D
p ELEV=14.79
ELEV 14.44
: a • i • Y fi ® -
12" THICK - . . rR . 1 BOTTOM ELEV.=13.0
CONCRETE 4® •
ANCHOR
r , •..
'AL -
.. h� A "
#6 REBAR AT 12" O.C. EACH "' P�� U o '
WAY INSTALLED THRU 24 O i
RISER 3 LOCATIONS Bl,-
Ill IIIII.IIIIIIEMERGENCY OU TLET1 STRUCTURE DETAIL)
NOTTO SCALE PROJECT NUMBER SHEET NUMBER
_ 0--001 1 S VwVT -

R=18.00
CI#33
50' 0 50'100'- CI#32.
1 INCH 50' CT
Ij
<\y> ` \
FES#31r\
ttjEE HE W-J)'a
JB#34 � \ � I
,---
4' SIDEWALK "
t � i
lop
,---
FES#1
':
4' SIDEWALK Y -\ \ � LK r � �
CI#12
CI#36`` , CI#3 CI#2 \
,
0
or
Q 5
I 1 r 5 N3Hp
/ rHR.,\
t JB#4
39 fi
IMH-
,---
s
TACT 'G'
(SEE SHEET SW-G) t.
S1525'O0wE r 9
30.71'
r -=
t SO0'O5'OWW
f 22.136' .~
d S
Ln
TRACT ' C' BOUNDARY,'
t � .M-
f :a
f
io
•' cp
�N
NOTE: 36" CONNECTOR PIP!Ni
THROUGH TRACT--C TO CONNECT
FUTURE DEVELOPMENT TO
NON-DICHARGE SYSTEM (36" PLUG) S01'12 Owl
20.5
---------------------------------------
U-S89'46*50*W
27.31T
MULCHING MATERIALS AND APPLICATION RATFS
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAIN
i-2 tonswea
Dry t�e`aid weeds.
Show from wMd or axis•
Sbetack�.°r mac tne; must
TEMPORARY SEEDING
GRASS TYPE
RYE GRAIN
1 00
1-2 LBS.
OF
ING
NOV. 11-IRU JAN.
INITIAL
25 LBS. 10-10-10
FERTILIZATI
MAIN" ANCE
NA NA NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA NA
PERMANENT SEEDING
GRASS TYPE
1000U ST.
SEEDING
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LSS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE. TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY &DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LB& 10-10-10.
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. -- MARCH
1/2 TO 1 LB. N.
NA
STORMDRAIN EDULE*
*NOTE:,ORIGINAL STORMDRAIN DESIGN INFORMATION SHOWN.
ONLY ITFMS 1NC)If ATFS w1TN PP-VI(Z1n r r%i ni in U A%jr-- .-,.
LINE
LENGTH
SIZE
,
MAT L)
INVERT
INVERT
R EL
RIM EL
(ft)
(IN.)
;SLOPE
DOWN(ft)
1JP(ft)
DOWN(ft)
UP(ft)
FES#I-CI#2
13q
36
CPP qi 16.00
20.05
20.00
25.87
Cl#2-Cl#3
44
.36
GPP 0.20 20.05
20.14
25.87
26.11
GI#3-JB#4
200
30
CPp 0.20 20.64
21.04
26.11
27.00
JB#4-IM14-A
16
24
Cpp 0.20 21.04
21.07
27.00
27,Oq
IMH-A-CI#5
13q
24
CPP 0.20 21;07
21.35
27.09
26.37
CI#5-JB#6
qq
24
GPP 0.20 21.35
21.55
26.37
27.00
JB#6-CI#7
Ila
24
GPP 0.20 21.55
21.7q
27.00
25,83
CI#7-CI#8
22
18
GPP 0.20 22.2q
22.33
25.83
25.83
CI#5-Cl#q
22
18
GPP 0.25 23.50
23.56
2637
26.37
JB#4-C1#10
Iq4
24
CPp 0.48 21.54
22.47
27.00
25.77
GI#f0-C1#11
22
f8
Cpp 1 .20 22.g7
23.01
25.77
25.77
GI#3-0#12
24
IS
CPP 1 0.25 22.50
22.56
26.11
26.11
FE5#13-CI#14
172
IS
GPP
2_q7
18.00
23.10
2000.
26.00
CI#14-C1#15
22
18
CPP
0.50
23.10
23.21
26.02
26.00
FE5#16-CI#17
153
18
GPP
2.46
f8.00
22.50
20.00
26.11
CI#17-0#18
22
18
Cpp
0.50
22 50
2.61
26.13
26.11
#2 -C1#21
62
36
0.2
20.10
20.26
2 q
q
0#21-0#22
22
36
GPp
0.25
26.26
20.32
25_g6
25,616
CI#22-JBi#23
7q
30
CPP
0.25
20.82
21.02
25.g6
26.57
JB#23-JB#24
144
30
CPP
0.25
21.02
21.35
26.57
27,33
JB#24-JB#25
212 1
30
CPP 1
0.25
21.35
21.g1
27.33
26.43
JB#25-CI#26
67 1
24
CPP
.0.25
21.gl
22.08
26.43
25.92
CI#26-0#27
22.
24
CPP
0.25
22.08
22.14
25.92
25.g2
CI#27-G#28
5
24
Cf9P
0.25
22.14
22.28
25.g2
25.71
JB#24-CI#2q
253
24
CPP
0,25
21.38
22.01
27.33
25.2q
CI#2q-Cl#30
22
18
CPP
0.25 1
22.51
22.57
25.2q
25.2q
FE5#31-GI#32
4'>
24
CPP
8.8q
17.00
21.00
20.00
25.76
CI#32-0#33
20
24
GPP
0.20
21.00
21.04
25.76
25.76
CI#33--J5#34
214
18
CPP
0.20
21.54
21.g7
25.76
27.00
JB#34-0#35
24q
18
CPP
0.20
21.g7
22.47
27.00
26.32
CI#35-CI#36
20
18
CPP
0.201
22.47 1
22.51
25.32
25.32
GENERAL NOTE: i
1. CONTRACTOR TO FIELD VERIFY AIL EXISTING UNDERGROUND UTILITIES
FOR BEGI ING ONS UC11N.
2. PROJECT AREA = 23.82 AC. DISTURBED AREA = 23.82 AC. C
3. LIM S OF DISTU BANC CON URRE T WI PROJECT OUNDARY
UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS DIRECTED BY
ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY
IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE.
NOTE: THE ABOVE LOT NUMBERS REFER TO STORMWATER
PERMIT LOT #'S WHICH MAY OR MAY NOT MATCH LOT
NUMBERS ON RECORDED MAPS.
TRACT 'A'
(SEE SHEET SW -A)
ON
50' ROW
25' 25'
12' 13' 13' 129
2' 11' i1' 2'
FT.
1-1/2" 1---2
24" ROLL CURB & 6" ABC 6" MIN.
GUTTER (TYPICAL) BEHIND N o
CURB v7
RESIDENTIAL STREET
SECTION (CROWN)
NOT TO SCALE
50' ROW
25' 25'
13' 12' 12' 9' 4'
10' - 10' 2'
I.1 4": FT. I 1 4, 1 _• -1• F%�
24" ROLL CURB & 6" ABC 6" MIN,
z
GUTTER (TYPICAL) BEHIND N � o
CURB V)
RESIDENTIAL CONNECTOR STREET
SECTION (CROWN)
NOT TO SCALE
�• TA
25' 25'
9' 16'
27' 7' 2,
1" F'T
". �.1" F.1
1-1 /2" 1-•-2
24" ROLL CURB & 6" ABC w
GUTTER (TYPICAL) 6" MIN. N o
BEHIND N
CURB
ONE --WAY RESIDENTIAL STREET
SECTION (SUPER- ELEVATED)
NOT TO SCALE
24"
0
-- -- N NOTE:
`O 4 CURB &GUTTER 'A' IS FOR USE ON
RESIDENTIAL COLLECTOR STREETS
r>hr WHERE CENTER MEDIAN CURB
IS REQUIRED GUTTER SHALL
SLOPE AWAY AS SHOWN
CURB & GUTTER *A*
NOT TO SCALE
12" 12" 12" 12"
1t II
a �....,.....� _ a
CD
24" 24"
r
REVERSE SECTION STANDARD SECTION
ROLL CURB 8c GUTTER 'B'
NOT TO SCALE
NOTE:
ROLL CURB & GUTTER 'B' IS FOR USE
ON RESIDENTIAL STREETS WHERE
FUTURE DRIVEWAY CONNECTIONS WILL
BE REQUIRED
STAKES
SEDIMENT FABRIC WITH --
WIRE BACKING
RUNOFF WATER
WITH SEDIMENT
BURIED
SEDIMENT FABRIC
11 P.w 1
FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.03B
s
N
M"
z 6» 2,-2" 6"
iD
I
CV
47-777
t° SECTION X
BACK OF CURB
x�
N
N _
3'-0" CV
x
PLAN
co SECTION Y
CURB INLET
NOT TO SCALE
50' MIN.
3
-
STONE: J»... " in
#4
W
PLAN
35' t 15' rk
77777
d-
ao
SECTION
TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALE
•a;, �;,�
�•=a ;.;;.���i;ttL
i tai h ��, t •• t
'nSS, , i • 'i N .
1
1
ISOMETRIC
SILT FENCE DETAIL
NOTTO SCALE
SCORING 0 8' INTERVALS,
3,000 PSI CONCRETE SIDEWALK, 3/8" x 3/8"
BROOM FINISH, SLOPE 1 /4" /FOOT 1/2- EXP. JOINT 0 24'
IN DIRECTION OF DRAINAGE INTERVALS TYP. &
AT ALL RADII
INTERSECTIONS
COMPACTED
OM ACTED SUBGRADE-
CONCRETE SIDEWALK
NOT TO SCALE
-_T
�--' SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
CAST IRON FRAME & COVER.
TOP TO BE FLUSH WITH SEQUENCE OF CONSTRUCTION FINISHED GRADE, H2O
LOADING RATED
1< PRECONSTRUC11ON CONFERENCE TO BE HELD PRIOR TO BEGINNING.
BITUMINOUS JOINT SEALANT
2. DETERMINE AND MARK LIMITS OF DISTURBANCE. GROUTED INSIDE AND OUT
W/ NON -SHRINKING GROUT
3. INSTALL GRAVEL CONSTRUC11ON ENTRANCES. 24 MIN
4. CONSTRUCTION OF SWALES AND ROCK DAMS. BRICK, BLOCK, CMU
OR PRECAST
5. TOPSOIL. REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR
GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE, GRASS THESE AREAS
IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
20 LF SECTION DIP
CENTERED WITH MH
^REP INLET
qTH GRATE
MH TOP ELEV: SEE
STORM DRAIN SCHEDULE
3/8-INCH CEMENT
MORTAR
ALL MANHOLE SECTIONS TO BE
ACCORDANCE WITH ASTM C478.
BOX AND CASTING SHALL BE TO
NCDOT OONSTRUCTION STDS.
,'-CRUSHED STONE I
OR GRAVEL BED
INTERFERENCE
STORM DRAIN MANHOLE
NOT TO SCALE
GR ECIS
113
I ,VICINITY MAP
NOT TO SCALE
PROJECT BOUNDARY
TRACT BOUNDARY
GD
DRAINAGE BASIN
DA-2 DRAINAGE BASIN LABELS
EXISTING PONDS
CURB INLET
® FLARED END SECTION (FES)
JUNCTION BOX
29 MAP FOR RECORDED LOT # AN
LOT # IN STORMWATER PERMIT
IMPERVIOUS CALCULATIONS:
STREETS - 117,612 SF
SIDEWALKS -- 3,049 SF
LOTS (SEE TABLE) = 345,600 SF
EXISTING IMPERVIOUS = 0 SF
TOTAL = 466.261 SF
TOTAL TRACT AREA = 1,051,187 SF
IMPERVIOUS AREA
TOTAL AREA (100)
466,261
1,051,187 000) = 44.367.
REDUCE TRACT BOUNDARY
TO
Li" 1N
C
MOVE AREA INTO TRACT F,
REVISE % IMPERVIOUS
CALCULATIONS.
02/I3l15
B
ADD WETLAND NOTE
JBP
6/25/03
A
ISSUED FOR REVIEW
JBP
2/13/03
REV.
DESCRIPTION
DATE Y
VI S
NOTE: THE ORIGINAL
STORMWATER DESIGN WA5
H11CARO,
PREPARED BY K. DAVIS
,.Q�
fi %
= �'
FENNELL. THE PROPOSED
MODIFICATION 15 INTENDED
gL
S
TO MODIFY ONLY THOSE
0563
ITEMS INDICATED BY
REVISION CLOUDS. NO
OTHER CHANGES TO THE
PREVIOUSLY APPROVED
PLAN ARE PROPOSED.
ate
r or
OF THE CA.ROLINAS
151 Poole Rd., Suite 100, Belvil{e, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER 650-001
SCALE 1 "=50'
DATE : FEB 2015
PATH= P=\650\650-001\DWG\650-001-SW-C.DWG
i
6Y: -- - --
TRACT 'C'
PROJECT NUMBER SHEET NUMBER -�
650-001 Sw_c

0 30'
II
1 INCH = 30'
TRAOT 'J7
(SEE SHEET SW-J)
0
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dry. �pl �
unweat iered; avoid weeds.
5houI from machine; muss
kF .
TEMPORARY SEEDING
TRACT 'E'
(SEE SHEET SW-E)
GRASS TYPE
1000U ST.
SEEING
INITIAL
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
INI A
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 L.B. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERlCEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. -MARCH
1/2 TO 1 LB. N,
NA
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION,
2. PROJECT AREA = 7.62 AC. DISTURBED AREA = 7.62 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT BOUNDARY
UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS DIRECTED BY
ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT.
7. LAND PLAN SHOWN IS TAKEN FROM A SURVEY BY SOUTH WINDS
SURVEY & MAPPING, INC. DATED APRIL 16th 2011.
8. NO FIELD VERIFICATION BY CAPE FEAR ENGINEERING, INC.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
011A1nE'C -n0n\11rK1/+ OAAIEAI i 011-r IAI AIr1 r%A c' LESS CCC YUAAI nkfr%C
1\VItl VI I i 1\VUV VjItlV I\rlIltll LL UV 1 ltl ItlV VPIII Il11tl VItl
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MALJ.JDE IMMEDIATELY -
"
TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY
IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE.
T't1 ♦ /\T 11 19
FES2
POND #8
L �
3
J
ca
Uw
w
w
POND #3
�O
v�
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR
GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
8• PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS
STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING
DEVICES AND SPREAD EVENLY ACROSS THE SITE. GRASS_ THESE
♦ r�r A- ,a as DI s rr, v ♦ • D ra a. -.a � rr-a ar•.GR A RY
Hf-\GHJ IMmGVIHIGLT HIVU RGMVVG ALL IGMt'VRHtCT IRHI 1 IIVV
DEVICES.
16'
50' ROW
STORMD S DULE*
*NOTE: ORIGINAL STORMDRAIN DESIGN INFORMATION SHOWN.
ONLY ITEMS INDICATES WITH REVISION CLOUD HAVE BEEN FIELD VERIFIED
LINE
LENGTH (FL)
SIZE (IN,)
�AT'L
SLOPE
(%)
INVERT
DONN(ft)
INVERT
UP(ft)
RIM EL
DOWN(ft)
RIM EL
UP(ft)
FES#I-CRIA
64
24
CPP
4.77
IGLOO
22.05
21.50
26.57
CRIA-CRIB
20
18
CPP
0.50
23.00
23.10
26.57
26.57
CRIA-CRIC
83
24
CPP
0.25
22.05
22.26
26.57
26.50
CRIC-GRID
140
15
CPP
0.25
22.76
23,11
26.50
27.15
GRID-CRIE
140
18
CPP
0.25
23.11
23.46
27.15
27.97
FE52-CR2A
400
24
CPP
1.00
16.50
20.50
IcI.00
24.22
CR2A-CR2B
177
IS
CPP
0.25
21.00
21.44
24.22
25.24
CR2A-CR2C
61
24
CPP
0.25
20.50
20.65
24.22
24.23
CR2C-CR2D
I
CPP
02
15
21.48 !ft2
3
5.12
C-C
130
18
C
25
21.1
48
24.23
25.
CR2E-CR2F
!30
18
CPP
0.25
21.45
21.81
25.52
26.78
CR3C-CR3D
20
18
CPP
0.50
21 M
21.10
24.75
24.75
CRBC-CR3E
85
24
CPP
0.25
20.50
20.71
24.75
25.03
CR3E-CR3F
130
18
CPP
0.25
21,21
21.53
25,03
25.77
CR3E-CR3D
130
15
CPP
0.25
21.21
21.54
25.03
26.51
CR3D-CR3H
130
18
CPP
0.25
21.54
21.86
26.51
27.72
NOTE:
STORMDRAIN STRUCTURE LABELS
ON THIS SHEE;-
REFER TO TRACT 'D' ONLY
12' 13'�
5' 9' 9
2' 2' 2' 7' 7' 2'
b
-- I 1 {
{r 1
6" MIN. " N = --
" m BEHIND N ? 0p w
Q CURB V) \ a 61) MIN. cv o
co BEHIND V)
1 CURB
T `-
ONE-WAY CIRCULAR DRIVE
WITH PARKING LOT AND ACCESS DRIVE
NOT TO SCALE
SCORING @ 8' INTERVALS,
3,000 PSI CONCRETE SIDEWALK, 3/8"x3/8"
BROOM FINISH, SLOPE 1 /4" /FOOT
IN DIRECTION OF DRAINAGE 1/2" EXP. JOINT 0 24'
INTERVALS TYP. & AT
Z/
ALL RADII INTERSECTIONS
Row
50' MIN.
3---------------
::rMss
... i ...:'.
O.... 1 N
IY STON.E:::::
cm -
w PLAN
1- 35' t 15' f
SECTION
TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALE
R4"
CENR
COMPACTED SUBGRADE I SHERE REQUIRED TE
EQUIIRDG UTTERASHALRB
SLOPE AWAY AS SHOWN
CONCRETE WALKWAY CURB & GUTTER 'A'
NOT TO SCALE NOT TO SCALE
50[____22" 5"
_ _
"' AND CR3E USE DOUBLE
-` FOR INLETS CRIC, CR2C
FRAME AND GRATE
r� 2'x2' OR 2'x3' r--
I I FRAME AND GRATF
BRICK, BLOCK, CMU
OR PRECAST BOX
12" CRUSHED STONE
io
SECTION
IInmr- rt-\l^f A\IM
A I I II I I �►
OUTLET PIPE N I
INLET SEDIMENTATION CONTROL
NOT TO SCALE
(14
cv I I 1
II II
I I
A L----_ - - - BASIN FRAME AND GRATE
L MAY VARY IN NONESSENTIAL
DIMENSIONS
KNOCK -OUT PANELS PLAN
IN ALL WALLS
DROP INLET
NOT TO SCALE
� p1
�IMAkIMU
WpppEN
��TtiE pR STE
11c FIB F� ppS
T
�R FA (1'YP
�0
FIFAN
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ISOMETRIC FAeRlcACT
SILT FENCE DETAIL
NOT TO SCALE
1
rE 0 5 11313
IMPERVIOUS CALCULATIONS:
BUILDINGS Q 6,888 SF
PARKING = 58,806 SF
TENNIS = 42,689 SF
POOL DECK = 16,117 SF
WALKS = 21,304 SF
RESERVE = 8,380 SF
TOIA1 154,184 SF
TOTAL TRACT AREA - 331.927 SF
IMPERVIOUS AREA
TOTAL AREA
154,184
(100) w 46.45%
D ADD CLUBHOUSE ADDITION LMN
2104116
UPDATE LAND PLAN FOR TRACT
'D', REVISE TRACT BOUNDARY. LMN
ADD RESERVE BUA FOR
C CLUBHOUSE EXPANSION. RFVISF % --
IMPERVIOUS AND BUA
CALCULATIONS BASED ON 02/13/15
AS -BUILT.
B ADD FFE'S PER NCDENR JBP
COMMENT 6/18/03
A ISSUED FOR REVIEW -JBP
2/ 13/03
R BY
REV. DESCRIPTION DATE
Nor NZ
vl s
NOTE: THE ORIGINAL
STORI" (WATER DESIGN WAS \�``����ICA�RO�''''
PREPARED BY K. DAVIS .�`�Q¢ �o�
ES
FENNELL. THE PROPOSED] ,
MODIFICATION 15 INTENDED
TO MODIFY ONLY THOSE 20505 L
ITEMS INDICATED BY l 63
REVISION CLOUDS. NO F�
OTHER CHANGES TO THE
PREVIOUSLY APPROVED
PLAN ARE PROPOSED.
Wa er or
C3F THE CAROLIIVAS
rAM
151 Poole Pd.,Suite 100, Belville, NC, 28$51i
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
650-001
NUMBER:
SCALE : 1 "=30'
DATE FEB 2015
PATH P:\650\650-001\DWG\650-001-SW-D,DWG
• �:
TI )ACT 'D'
PROJECT NUMBER SHEET NUMBER
650-001 SVV-D

1 INCH = 60'
- TMCT If
------------------------------
cSEE SHEET S`1 , -- - / ® .--� .--� ,---•
r-�—f
,-� ,---�00,-� ,-� ,-� ,--� ,---� ,--� � ,-� �---� ;--� ,---� ,--� ,--� ,---- r--- ,•-�-- NSaroa 50 E N88ro8'50*E
POND 33.18' 15.89'
8' 0
"E Si /
� r-� �—� �--� r✓--' .---� �---� rod, A 9
6,, �1s6'34',0°E� 93�, 8 ,-- CT YAP � r--� ,--e� �1�61 — — — _ _ � 6¢r� •�---' ---' �s'1�"�'
6� _ _ — -- — SEE SHEET S11V—A�� '�" 1 "'a
1rogg / \ �y� ' r .--� ,--� ,---! ,--� r-��� y�`•'4 / i ` -` ` ` - - - h� WOOD DECK VEHICLE
�l
BRIDGE OVER POND
/Nsa'15'20'"E,-�^�3 C 3 J
' a .-�` / lk
! 32.26 1 4 0 / 12 15
}°
CO
14
cd r ! 35 r ,--� 1 a 10 17 S18 19
Z N
I�
� ,.�.. 3 art � � r--� ,--__., ,.�. " i I� ;�•-�_ ,-�,:�,•.�,.�,�„`„�` ,�r
co LITTLEEG
`tip==,. KtTRUN$
Q 1^"� /—'� ��/ / S4 .<! i m»x.•,.,�°"' �'�;,� T^�^�.n^T r7a�e. e. ,fr �{
OD E.
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b:
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4`
TRACT D �a.
(Rr—I= .qHI=FT RW—D)
MULCHING MATERIALS AND. APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
VOTES
STRAW
1-2 tons
�&duV,9Moid tweeds.
5hoU1 from w#1e� or Dais•
� or mac tr1e; mass
Abe k�.
TFMPnPARY _1;FFniNC.
GRASS TYPE
100 S
S ING
INITIAL
FERTIElTMON/1000 SF.
MAIN TE ANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PFRMANFNT SEEDING
GRASS TYPE
14 0 S .
S EDING
FERTILIZATIQN/1000 SF.
MAINTENANCE
BERMUDA. COMMON
1-2 LB&
APR. THRU JUNE
25 LBS. 10-10--10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 3i)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT - OCT.
12 LBS. 10--1{?-10
�SICEA
PEDEZA (SLOPES}
1-2 LBS.
MARCH THRU APR.
25 LB& 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES
BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 30.31 AC. DISTURBED AREA = 30.31 AC.
3 MITS OF DISTURBANCE CONNCURRENT WITH PRO.IECT BOUNDARY
UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS DIRECTED BY
ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT.
7. ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS.
SEDIMENTATION MAINTENANCE PLAN
--
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY
IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE.
SEQUENCE OF CONSTRUCTION
1. PRE -CONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR
GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
TRACT 'i
BOUNDARY
PROJECT BOUNDARY
TRACT BOUNDARY
DRAINAGE BASIN
DRAINAGE BASIN LABELS
DA-2
-- EXISTING PONDS
® CURB INLET
FLARED END SECTION (FES)
JUNCTION BOX
29 MAP FOR RECORDED LOT # AND
LOT # IN OFFSITE PERMIT
IMPERVIOUS CALCULATIONS:
OTHER/OFFSITE = 653,400 SF
TOTAL = 653,400 SF
TOTAL TRACT AREA = 1,320,304 SF
IMPERVIOUS AREA
TOTAL AREA
653,400
(100) = 49.49%
1, 320, 304
UPDATE TRACT 'E' LAND PLAN. LMN
B CHANGE TRACT BOUNDARY,
REVISE * IMPERVIOUS {32/13lI5
A 15SUED FOR REVIEW 6/18/03
REV. DESCRIPTION REV.BY
# DATE
-REVISLQNS
NOTE: THE ORIGINAL
STORMWATER DESIGN WAS
,��CARO��'%
PREPARED BY K. DAVIS
,.�` p
FENNELL. T14E PROPOSED
MODIFICATION 15 INTENDED
TO MODIFY ONLY T1405E
20563
ITEMS INDICATED BY
REVISION CLOUDS. NO
OTHER CHANGES TO THE
PREVIOUSLY APPROVED
PLAN ARE PROPOSED.
a er o�
op Tx8 C.A.#LUL7cNAs
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone] FAX [phone]
www.c-apefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER:
650-001
SCALE : 1 "=fi0'
DATE : FEB 2015
PATH- P.,\650\650-001\DWG\650-001-SW-C-DWG
TRACT 'E"
PROJECT NUMBER SHEET NUMBER
650-001 SW-E

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I/ _ _ _ _ _ _ _
N89 'S0" N89 46'S0"E N89'46'S0"E N89'46'S0"E N89'46'50'E N89'46'50"E N89'48'50"E N89'46'50'E N89'46'50"E N89'46'50"E N89'46'50"E N89'46'50"E N89'46'50"E N89'46'50'E 89'46'50"E # N89'46'50"E N89'4S'50"E N89'48'S0"E N89'46'S0"E N89'46'50"E N89'4S'50"E N89'4S'50"E 44,83'
41. 80. 3' _ - 70. ' - - - 8 .12' -- 84 - ' / , 7 00' , - 80.0 ' • _ _7.Q 70. 70. _ _ 70. Q'_-70.00'__ _ _ 70.0Q� _ 99.64' 50.OQi � 22t.71' 178.53' 83.00' 83.00' 85.1 T 83.00' 83.00' 168.57' N89'45'500E
�.now
_ -
_. _
_ - _ _.._ _
ill
w_ _ - - - s _
�_ .4
, r ` . -- �,- \, " I - _ _ __j`__j .._ _� - - - ' - - _ . _ .. _ _. _ _ - _-- -- _ - .. - - 4 .. - . -- (SEE SHEET SW-N) •�p
_ . _ . ___. I I € 50 MIN -°0 �0.
STAKES '
60 0 60 120 SEDIMENT FABRIC WITH
1 INCH - 60 1'-0" 1'-0" 1'-0" 1'-0" SCORING � 8' INTERVALS, � WIRE BACKING
- r 3/8 x 3/8 RUNOFF WATER
a WITH SEDIMENT , , ,
.••• 3,000 PSI CONCRETE SIDEWALK,
_ 50' ROW A. r BROOM FINISH, SLOPE 1/4" jF00T 1/2" EXP. JOINT 0 24' . . ... .
I 26 25' I
13' 1 12' 12' 9' 4'
2' 10' I 10' 2'
I 1" 1'T.-....I I _.4 4*:FT. 11 I 1 4•:F1.� � ... is
1-1 /2" 1-2
24" ROLL CURB & " w
GUTTER (TYPICAL) 6 ABC 6" MIN. IN -i o
BEHIND sn
CURB
RESIDENTIAL STREET
SECTION (CROWN)
NOT TO SCALE
. 50' ROW
13' 12' 12' 13'
2' 10' 10' 2'
' i Y h T. I 1 40. I _1" FT. I
1-1/2"-2
24" ROLL CURB &
GUTTER (TYPICAL) 6" ABC w
6" MIN. cN 5 z
o
BEHIND cn
CURB
RESIDENTIAL STREET
SECTION (SUPER --ELEVATED)
NOT TO SCALE
50' ROW •
25' 25'
16' 9' 9' 16'
2' 7' 7' 0 2'
1"
­
1-1/2" 1-2 '
24" ROLL CURB &
GUTTER (TYPICAL) 6" ABG a - z
6" MIN. N -m R
BEHIND 01
CURB
ONE-WAY RESIDENTIAL STREET
SECTION (SUPER --ELEVATED)
NOT TO SCALE
a ' . I.. " a .
. ._
%_ - r . d - A
? a 4 a (O
d d :.e -4 -
tr d , 4,
2'-O" 2'-0"
REVERSE SECTION STANDARD SECTION
ROLL CURD do GUTTER DETAIL
NOT TO SCALE
GENERAL -NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES
BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 50.65 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PRO.a CT BOUNDARY
UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS DIRECTED BY
ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM,
6. WETLANDS SHOWN PER PLAN.
SEDIMENTATION MAINTENANCE PLAN
1., ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF --PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY
IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE.
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
STRAW
1-2 tons
�"Yr �P1 r
avoid weeds.
Sl�outcl from m e; oats -
�betcick�.or mac I1)e! mug
TEMPORARY SEEDING
IN DIRECTION OF DRAINAGE INTERVALS TYP. & AT
i It / ALL RADII INTERSECTIONS
`-COMPACTED SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
SEQUENCE OF CONSTRU CTI QN
1. PRE --CONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
G. i"")r r T i1ivD ivii�iiv T i+itii ALL EtiUJIVIV CGiv I nuL DE'viCES E'vtrcY
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR
GREATER).
7. PLACE TEMPDRARY SEEDING ON ANY DISTURBED AREAS THAT ARE
TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
GRASS TYPE
1000 S .
SEEDING
INITIAL
MAINTENANCE
RYE GRAIN
1 1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10--10
NA
NA
INA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
I NA
I NA
PERMANENT SEEDING
GRASS TYPE
11000U ST.
SEEDING
FERTILIZATiONTibooMAINTENANCE
BERMUDA, COMMON
1-2 Les.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE:, TALL
(KENTUCKY 31)
5--7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FES. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT
12 LBS. 10-10-10
SERICEA
LESPE:DEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FE9. -MARCH
1/2 TO 1 LB. N.
NA
50' R/W
24' B--B
CUL- DE -SAC DETAIL
NOT TO SCALE
LB
I It --.r: I1- !II ;t i' --tl if ���, ;. .
-1 I t �' :I 41k----'I fi� 1 I I' .-
If; iI► , Ii Ili 1 1, ICI . _.�
�=]:---I 1I" "11, III .. .
i.,_ ,._
' €-I I !-.-I I !-�1 ! .�! I 111- � " DROP INLET
BURIED -II' -;It=- ill-1IL-olf_ k= J ___
SEDIMENT FABRIC 'I}> 1'=-' I - -
., ! ,. k -i f _.
_i E� E , ._._ __. ....
I.-
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE D U LE
*STO M Dlll
*j�QTE: ORIGINAL STORMDRAIN DESIGN INFORMATION SHOWN. B
ONLY ITEMS INDICATES WITH REVISION CLOUD HAVE BEEN FIELD VERIFIED
LINE
LENGTH (FL)
SIZE (IN,)
f1AT'L
(ft)
(ft)
(ft)
IM UP
(ft)
FE5#1-CI#2
50
IS
NDPE
22.60
22.60
25.00
25.g6
CI#2-CI#3
22
18
RCP
22.60
22.70
25.g6
25.%
CI#3 CI#3A
112
18
RCP
22.70
22.80
p, 25,06
26,53
FE5#4-CI#5
34
24
NDPE
20.90
21.10
22.90
25.73
CI#5_CI#6
22
24
RCP
21.00
21.24
5.73
25
CI#6-FE5#7
34
24
NDPE
21.24
21.24
25.73
23.24
Cl#5-CI#8
183
18
RCP
2
2
25.73
2 .6q
CI#8-CI#10
48 1
18
RCP
22.60
22.70
25.59
25.40
CI#8-CI#9
22
18
RCP
22.60
22.70
25.5q
25.5q
FES#11-GI#12
160
24
NDPE
21.70
21.90
25.00
25.15
CI#12-CI#13
49
18
RCP
21.gO
22.60
25.15
25.40
CI#13-CI#14
22
18
RCP
22.60
22.70
25.40
25.40
FE5#15-0#16
160
1 24
NDPE
2€_q0
222.10
25.00
26.43
0#16-0#17
22
18
RCP
22.60
22.70
25.43
25.43
CI#17-JB#18
181
18
RCP
22.70
22,gO
25.43
126.50
. JB1t18o-C1#Iq
133
18
RCP
22,10
23.00
26.50
25.75
FE5#20-CI#21
155
18
NDPE
22.50
22.70
25.00
25.53
CI#21-CI#22
22
18
RCP
22.70
22.80
25.53
25.53
FE5#23-CI#24
139
24
NDPE
22.00
22.35
25,00
25.60
CI#24-CI#25
48
24
RCP
22.35
22.65
25.60
25.50
CI#25-JB#27
131
1 18
RCP
22.55
22.75
25.80
26.50
JB#27-CI#28
159
18
NDPE
22.75
22.90
26.50
25.67
CI#28-CI#29
I. 22
18
RGP
22.90
23.00
25.67
25.67
GI 5- I#26
22
I8
RGP
22.55
22.65
25.80
25.80
CI#29-CI#2 A
149
i'8
RCP
2 .00
3.3
_ 7
6.9
FE5#30-0#31
146
18
HDPE
22.50
22,80
25.00
25.57
CI#31-0#32
22
18
RCP
22.80
22.90
25.57
25.57
FE5#33-CI#34
134
IS
NDPE
23.00
23.20
26.00.
26.45
FES#35-CI#36
140
18
NDPE
22.50
23.10
25.00
25.57
CI#36-0#37
22 1
IS
RCP
25.10
23.20
25.57
25.87
FE5#38-CI#3a
141
24
NDPE
22.00
22.00
25,00
25.29
CI#3q-Cl#4o
22
18
RCP
22.00
22.20
25.2q
25.5q
FES#41-CI#42
139
118
NDPE
22,60
25.00
26.00
26.84
CI#42-CI#43
22
18
RCP
23,00
23._10
25.84
25.54
FES#44-0#45
139
IS
NDPE
22.50
23.00
25.00
25.84
0#45-CI#46
22
18
RCP
25.00
23.10.
25.84
25.54
FES#47-CI#48
114
18
NDPE
22.50
22,60
25.00
26.61
FE5#63-FE5#64
1 320
24
1 NDPE
20.65
1 1925.
22,65
21,25
e
�
ROP INLET
ITH GRATE
FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.03B 7
it
cS
z
2
a
w
V
(O
rre%--1e%k1 v
, -V I f\JIV A
BACK OF CURB
X
�• N f.
..'
--- =-t- I "... I. Y
a i
SECTION Y
CURB INLET
NOT TO SCALE
{0 -
0
9 I
0
N. ..
F
0
X PLAN
35' t 15' f
/�% /// )IZ \//\>�/ %.G
m21
_- SECTION
TEMP. CONSTRUCTION
ENTRANCE
PROPOSED LOT
BUA
LOTS
1-41
5,250
SF
215,250 SF
LOTS
42•-104
3,600
SF
226,800 5F
LOTS
105-117
5,250
SF
68,250 SF
I 11TC
11 ACC _1
C 7r%n
Cp
1 r,7t, CC
LOTS
122-136
5,250
SF
78,750 SF
LOTS
137R-138R
5,250
SF
10,500 SF
TOTAL
F
615,W0 SF
NOTE: THE ABOVE LOT NUMBERS REFER TO STORMWATER
PERMIT LOT #'S WHICH MAY OR MAY NOT MATCH LOT
NUMBERS ON RECORDED MAPS.
WR Ik 0IIJ
�L�R I c
A
�I�i�C ACT
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
0R s
lk
ILI POS
T
g. {
�AsRIa.)
c
UEGEND
mom m = PROJECT BOUNDARY
TRACT BOUNDARY
- DRAINAGE BASIN
DA-2 DRAINAGE BASIN LABELS
F',- , -_ ,_ I EXISTING PONDS
I-- _� _�r,_f
,__,,._..._._ __ : _i
® CURB INLET
® FLARED END SECTION (FES)
JUNCTION BOX
29 MAP FOR RECORDED LOT #
10 LOT # IN STORMWATER PERMIT
IMPERVIOUS CALCULATIONS:
STREETS = 207,346 SF
SIDEWALKS = 7,660 SF
LOTS (SEE TABLE) = 615,300 SF
EXISTING IMPERVIOUS = 0 SF
TOTAL = 830,306 SF
TOTAL TRACT AREA= 2.206,314 SF
IMPERVIOUS AREA
TOTAL AREA
830,306
(100) = 37.6390
2,206,314
REVISED STORM DRAIN
ELEVATIONS FOR FES63, FE564,
FE541 CI#51 CI#6, FE5#7. ADDED
INVERTS TO POND CONNECTION
LMN
CULVERT BETWEEN POND 10.
REVISED TRACT BOUNDARY AT
B
SOUTN EAST CORNER. COMBINED
LOTS 118-121 INTO LOTS
IIBR--120R, RE -CONFIGURE LOTS
137-135, RECALCULATED LOT
BUA, REVISED OVERALL BUA/Z
02/13/15
IMPERVIOUS CALCULATIONS.
IONS L
ADDED CI#2gA TO STORMDRAIN
SCHEDULE.
A
RENUMBER LOTS
KDF
11/30/04
REV.
DESCRIPTION
RET.BY
DATE
RFvlglnnlc
NOTE; THE ORIGINAL I
`,�`11111r11;1111
STORMWATER DE51GN WAS �.,,�'�H CARO //''%
PREPARED BY K. DAV15 �II` q� �ji
FENNELL. THE PROPOSED �' �L'2 A = -
MODIFICATION 15 INTENDED : L
TO MODIFY .ONLY THOSE � 20563
ITEMS INDICATED BY
REVISION CLOUDS. NO " ,° �N I •,;~
OTHER CHANGES TO THE
PREVIOUSLY APPROVED rrri ,;, p„ N
PLAN ARE PROPOSED.
111I ,.
--a
i
qw
a
OF THE CAR<>Ln-YAS
LA�W ft SEAR
ENGINEERING
151 Poole Rd.,Suife 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineeiing.com
N.C. LICENSE # C-1621
PROJECT
NUMBER : 650-001
SCALE : 1"=60'
DATE : FEB 2015
PATH= P-.\650\650-001\DWG\650-001-SW-G.DWG
z 5
�TACT .G.
I
11
E, 5E8 0 5
BY:
PROJECT NUMBER SHE
j c650-001SWET
- NUMBER

C:T 'I' r EMERGENCY OUTFACE #2 A
(SEE SHEEN �' -I) ,� - TRACT 'I' (SEE SW -A)
130UNDARY
i
,-- (SEE SHEET SW-A,--
S
PROJECT BOUNDARY
�/ ,--.----.--f-•' N �--r----.----�03 ��� gyp' .--.-.---,---
12
POND #8✓ � � ; � ° •` +1 a.,. .`..,• .' � �� • I '-`J '�
13
TRACT 'I' / .-- . -r--f �` �' / --'' � ♦ - 1 a ,--.--\'
\.� BOUNDARY / �--� .--� ��. o I .�� -- 1 r- -� �`--TRACT 'L' ` { �.
' BOUNDARY
I' - CI �#15
39
WOOD BRIDGE
L'Q�i1\
TRACT 'E'
(SEE SHEET SW
i
14,
°,-,--✓' j °#13 \ 3 8 CI #18 - - - -- -- - -- - - #-- ,-- ,--
r--,.-FES#16 #
TRACT 'L'
\\ 1� 3 7 40' Row N ' ' (SEE SHEET SW-L)
\ .22 11 I N r) 1
OND
'
rJ CI#12 - _ - - _ _ _ - - - -`_ F10 ��'r �\
t I \\ 74 1 0 \
r
41 I r-- � \ 17 \\ .
- - - --------- 1 2
I I , \
ry \
4 1 1 \ 18 111,
42 1 34
E) Q ,---- ,---� 1 Y \\ 7.
%'
U) l 2 \ .,D• 1
o
1 ,x z
1
3 I f� I 43 11 1 CI#20 CI#21
0 N
Q 1 F 1
OND #
I � �
CI#9
24fES#7 I I 1
2140' ROW
�1#2
ROSE �, -�
It
FES#1,
,--- / 23CI
/ ,--- ,--- .---
If
f
TRACT 'L'
49 \ ' \ CI#23 BOUNDARY
5 0 S88.39'
FES ,-� /I
J / "�• \ ' TRJ' CT L
(SEE SHEET SW--L)
0.r #8---
76
n� c !u� I
/ •off`. .---r--.-.--i-' .---i-----'"'---f--.----' .-.- -c7� ..y0 ------i----w i ui.90'
FES#22 N `�
TRACT 'L' --� ,-Ile(S� EET SW7A)--- ,--� ,--� ,-� - ,--. -- .-•=-
,---� �,. -- BOUNDARY \ Aft:-� ,-� ,--� .--1 ,----� .---� .-f f--� .---� ,-w-•-� ,-® .---� .---� .---� ,-� .---� ,-�
STAKES
60 0 60 120
SEDIMENT FABRIC WITH
1 INCH = 60 WIRE BACKING
RUNOFF WATER
WITH SEDIMENT
BURIED
SEDIMENT FABRIC
STORMDR SCH DULE*
*NQ Fes• ORIGINAL STORMDRAIN DESIGN INFORMATION SHOWN.~�
ONLY ITEMS INDICATES WITH RFVISION 0 011n HAVF RF N 171171 n VFR1F17n
LINE
LENGTH (ft)
SIZE (in.)
SLOPE (q)JIR
t70WN (ft)
UP (ft)
(ft)
RIM UP
(ft)
FES#I-CI#2
2q2
18
0.14
20.00
20.40
23.00
23.41
CI#2-CI#3
22
18
0.45
20.40
20.50
23.41
23.41
FES#4-CI#5
176
IS
0.11
20.00
20.20
23.00
23.25
CI#5-C1#6
22
18
0.45
20.20
20.30
23.25
23.25
FES#7-CI#8
216
18
0.0q
Iq.70
Iq.gO
23.00
22.96
GI#8-Gl#q
22
18
0.45
Iq.gO
20.00
22.g6
22.g6
1`E5#10-0#11
15q
18
0.13
19.70
Iq.gO
23.00
22.96
0#11-0#12
22
18
0.45
Iq.gO
20.00
22.g6
22.g6
FE5#13-CI#14
45
18
0.22
1q.55
1q.65
23.00
22.71
CI#14-CI#15
22
18
0.45
Iq.(a5
19.75
22.71
22.71
FE5#16-0#17
156
IS
0.13
1q.70
19.90
23.00
22.96
C1#17-C1#IS
22
18
0.45
1q.g0
20.00
22.96
22.96
FE5#I61-0##20
IqO
IS
0.11
19.70
19.90
23.00
22.g6
0#20-0-21
22
18
0.45
ICI.CIO
20.00
22.g6
22.g(o
FE5#22-CI#23
162
18
0.15
1q.30
1q.55
23.00
22.68
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND.
A U TIES EFO BEG ING CONSTRUCTION.
2. PROJECT AREA = 26.26 AC.
3. L S IS BA CONNCURRENT WITH PROJECT BOUNDARY
UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS DIRECTED BY
ENGINEER SUBSEQUENT T4 FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. WETLANDS SHOWN PER PLAN.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF --PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY
IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE.
SEQUENCE OF CONSTRUCTION
1. PRE -CONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR
GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tong
-Void weeds.e
9I1ou1 from w or oats•
ck+ or machine; mvs
TFMPnRARY SFFING
50' ROW
25' 25'
13' 12' 12' 9' 4'
2' 10' 10' 2'
..--1 .fT. 4. I
4" -. .. -1
1-1/2" 1-2
24" ROLL CURB & 6" ABC z Ld
z
GUTTER (TYPICAL) iv o
6" MIN. N
BEHIND CURB
RESIDENTIAL. STREET
SECTION (CROWN)
NOT TO SCALE
50' Row
25' 25'
13' 12' 12' 13'
2' 10' 10' 2'
I- T
.. "/-�-
FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.01
N
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z M 6" 2'-
to
I
c►f V
L° SECTION X
BACK OF CURB
X�
' �._.: N ...�. ......
------- y
cVIz
30_0p N _ --- ---
-X
PLAN
`o SECTION Y
CURB INLET
NOT TO SCALE
50' MIN.
-„� �• r
1-1/2- <
24" ROLL CURB & "' """'"
GUTTER (TYPICAL) 6.--ABC1LLJ #4 STaNE 04
6" MIN. N ? o z
BEHIND CURB cn
w PLAN
. Ltl
RESIDENTIAL STREET 35' t 15' t
-1:_
SECTION (SUPER-�--ELEVATED)
NOT TO SCALE ,;,:z r���/��
50' Row SECTION 00
25' 25' TEMP. CONSTRUCTION
16' 9' 9' 16' ENTRANCE
2, 71 7' 2.
---- NOT TO SCALE
j" FT -
:FT., Ff.
.' ... ' .i 4~'
24" ROLL CURB & _ 6" ABC
GUTTER (TYPICAL) - u-+
6" MIN. N z o
BEHIND CURB
PROPOSED LOT BUA
LOTS 1-52
6,000 SF
312,000 SF
TOTAL
31Z000 SF
NOTE: THE ABOVE LOT NUMBERS REFER TO STORMWATER
O i E- WAY R ESI D E!� TI AL STR EE PERMIT LOT #'S WHICH MAY OR MAY NOT MATCH LOT
t V t 1 V NUMBERS ON RECORDED MAPS.
SECTION (SUPER-ELEVA '-ED)
NOT TO SCALE L
1'-0" 1'-0" r 1'-0"
F
xt
3
I I It
I- 2'-0" f - --- 2'-0"
REVERSE SECTION STANDARD SECTION
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
GRASS TYPE
1 OQU S .
ING
INITIAL
MAINTENANCE
RYE GRAIN
1-2 Las.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
1000 S .
SEEDING
FER-TILIZATION.11600 SF.
IN111AL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 CBS. 10-10-10
EACH 4-8 WEEKS
1-2 CBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 Li
SEPT. THRU OCT.
FES. THRU OCT.
25 LBS. 10-10-10
FES. -- MARCH
12 Li 10-10-10
MAY do DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. -MARCH
1/2 TO 1 LB. N.
NA
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
ROP INLET
ITH GRATE
o �lL
�I�ItR C�
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
-<S5
50' R/W
24' B-B
CUL-DE-SAC DETAIL
NOT TO SCALE
3,000 PSI CONCRETE SIDEWALK,
BROOM FINISH, SLOPE 1 /4" /FOOT
IN DIRECTION OF DRAINAGE /
-SCORING 0 8' INTERVALS,
3/8" x 3/8"
1/2" EXP. JOINT @ 24'
INTERVALS Ti &
AT ALL RADII
INTERSECTIONS
F f7i
COMPACTED SUBGRADE -� -
BY:
CONCRETE SIDEWALK
NOT TO SCALE
>R EIS
17
VICINITY AP
NOT TO SCALE
PROJECT BOUNDARY
TRACT BOUNDARY
DRAINAGE BASIN
DRAINAGE BASIN LABELS
EXISTING PONDS
CURB INLET
FLARED END SECTION (FES)
JUNCTION BOX
MAP FOR RECORDED LOT # AND
STORM PERMIT LOT #
IMPERMOUS CALCULATIONS:
STREETS = 77,101 SF
SIDEWALKS = 893 SF
LOTS (SEE TABLE) - 312,000 SF
EXISTING IMPERVIOUS = 0 SF
TOTAL - 389,994 SF
TOTAL TRACT AREA = 1,143.886 SF
IMPERVIOUS AREA (100) _
TOTAL AREA
389,994
0 00) = 34.09%
1,143,886
REVISED TRACT BOUNDARY, L MN
CORRECT ROUNDING ERROR IN
BUILDING BUA, REVISED
OVERALL BUA % IMPERVIOUS
CALCULATIONS. ADD EMERGENCY 02/13/15
OUTFALL #2.
REV. DESCRIPTION REV.BY
# DATE
VI S
NOTE; THE ORIGINAL
STORMWATER DESIGN WA5 ���`� IGgR0'''%',,
PREPARED BY K. DAV15 .��p� DES
FENNELL. THE PROPOSED
MODIFICATION IS INTENDED SEAL
TO MODIFY ONLY THOSE 0563
ITEMS INDICATED BY r
REVISION CLOUDS. NO
OTHER CHANGES TO THE
PREVIOUSLY APPROVED
PLAN ARE PROPOSED.
4 w
OF THE CAROLINAS
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. L ICENSE # C-1621
PROJECT 650-001
[NUMBER :
SCALE : 1 *=60'
DATE : FEB 2015
PATH: P.\650\650-001\DWG\650-001-SW-H.OWG
err
T12ACT tH"
PROJECT NUMBER SHEET NUMBER
650-001 s1�i--H

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1,-Oft 1,--0"
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REVERSE SECTION STANDARD SECTION
ROLL. CURS & GUTTER DETAIL.
NOT TO SCALE
50' ROW
25' 25'
13' 12' 12' 9' 4'
2' 10' 10' 2'
FT.-... I _1 4�:FT 31
1--1/2" 1--2
24" ROLL CURB & 6" ABC Z z
GUTTER (TYPICAL) cNI o
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BEHIND CURB
ESI DEN TI AL STREET
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NOT TO SCALE
50' ROW
,'`� :N \ ` , ti`� , `; `'. ✓ ---✓ .- -J--- J r--' ,-J---J i -`' , ---, -J i--J -, --J-J ,-r---J r -J % ��f / - `` _ / \ 25' 25'
POND #8 - "�//' `\ �\ / C1#26 13' 12' 12' 13'
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24" ROLL CURB & fi" ABC
PROJECT &TRACT ! " _ W
� 1 � � -. ✓ � , ,� .'___. '_.._, :., ... ,..-, '`:-` ,'7-. � ; / r- � \. � I \ GUTTER (TYPICAL) w
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_L r^ ` ♦ \ r' \ BOUNDARY BEHIND CURB N c
' `\ ` �,�°b Q�q ; • �� /' cn
RESIDENTIAL STREET
CI#23 SECTION (SUPER ELEVATED)
50' ROW
3 q \ 1 25 25
CI#1 7 D9\ 1fi 9 9 16
\ r r \ /
'V \ 29 7 7 2
FES#16 , � \ ­. �.� 1'
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24" ROLL CURB & 6" ABC
GUTTER (TYPICAL) z
\ \ \ \ 6" MIN. N ? O
BEHIND CURB � vi
; ---� I �0w ,-- - \ ONE --WAY RESIDENTIAL STREET
n
' ` 2g 36� ` SECTION(SUPER ELEVATEDCI#20--
\ . ' ,.: \ ♦ NOT TO SCALE
_ I _
CI#19 CI#3
20
'- -
FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.038
s r
M
6t1 2f-21
c
Lp
I !(
N
2t
L° SECTION X
BACK OF CURB
X Sx
i i cV
3#_ 0" �v
% ` � ,� ,� \ .°� ' � � 3,000 PSI CONCRETE SIDEWALK,
\� 27 // / // �� \ \\ \� �` BROOM FINISH, SLOPE 1/4" /FOOT
IN DIRECTION OF DRAINAGE
J---J J-`� � Q / i � / / r-•--� r---� J---J r•---� i-- \ `f / / ".� !' \ \ •yi`ti�' \ i `t
CI. -
# 14 -- -- -- - _... - - - _. - - _ - - - - _ , --� r ,-� .--� \ � / /
CI#15 FES#13�Q'd-
/ POND #8 t
lo
-- - - - - - - - - - - - - - - - - -
POND #8 '� �•ti�\
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/ FES#18 \
25 \ r 5 \
: \ CI#12 // \\ FES#7
1
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Q1
c1 #10 s _ -- -- --------- 1 -- .- _ ....- CI #8 .
Ln
0
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6
\ "FES#9J s'\\ f� _----------- ----� _ �- _- _ -- --- -'�� N84'31'00"E S86'15'10"E
S$9'Oi30'E S88'49'10"E N89'35'20"E N86'23'S0 EmmW0mWW 119.78' S82•.44#40»E
4, Ng0'01 142.3 103.08� ��•� � .---�
---� -.$ Be J--f .--,----� r---� ,--� J---r , -� ,--� , --� ,---� J -.-� •, -- - ,-� J---� ,•---� ,--� , -� J --� .- .--- J--� , --� .-•�---' .--�i=�----
TRACT 'B' , --� ,--- ,--� ,-- �--- ,--J- ,--� J--�
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,--- ,.-1 TRACTE '' a ,---� ,-f ,--� ,-- ,---
\ ,-�- ,--� ,•--, ,----- ,--� J---� TRACT E -
_ (SEE SHEET SW-E) (SEE SHEET SW-E) I
GENERAL NOTES: SEQUENCE OF CONSTRUCTION
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTIL111ES 1. PRE -CONSTRUCTION 1'ONFERENCE TO BE HELD PRIOR TO BEGINNING.
A BE E NN CO UCTION.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
2. PROJECT AREA = 33.31 AC.
3. INSTALL GRAVEL CON-iTRUCTION ENTRANCES. 60 0 60 120
3. IT R E NCURRENT WITH PROJECT BOUNDARY
UNLESS OTHERWISE SHOWN. 4. CONSTRUCTION OF SWALES AND ROCK DAMS.
1 INCH = 60
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS DIRECTED BY 5, TOPSOIL REMOVAL AND/OR STORAGE.
ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM. DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR
6. WETLANDS SHOWN PER PLAN. GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
SEDIMENTATION MAINTENANCE PLAN TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED 8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
FOR STABILITY AND OPERATION FOLLOWING EVERY GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
RUNOFF ---PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO g, AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
MAINTAIN ALL PRACTICES AS DESIGNED. REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS . STAKES
IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE. IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
SEDIMENT FABRIC WITH
WIRE BACKING
MULCHING MATERIALS AND APPLICATION RATES
RUNOFF WATER
MATERIAL RATE PER ACRE QUALITY NOTES WITH SEDIMENT
oats;
STRAW
1-2 tons
�Y� hopped,
{�
5hou1 fror machine;
TEMPORARY SEEDING
GRASS TYPE
1-
000U5 .
OF
M1NG
IN111AL
FERTILIZATION/100 SF.
MAINTENANCE
RYE GRAIN
1-2 LEIS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
1000 S S.
OF
SEEING
FERTILIZATION/1000 SF.
INIIIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH " WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY do DEC.
1/2 TO 1 LB. N.
SEPT. -- OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LB& 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
BURIED
SEDIMENT FABRIC
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
- - ROP INLET
ITH GRATE
(SEE SHEET SW-H) - -
PROPOSED LOT BUA
LOTS 1-9
8,000 SF
72,000 SF
LOT 10
10,000 SF
10,000 SF
LOT 11-41
8,000 SF
248,000 SF
TOTAL
3 TWO SF
NOTE: THE ABOVE LOT NUMBERS REFER TO STORMWATER
PERMIT LOT #'S WHICH MAY OR MAY NOT MATCH LOT
NUMBERS ON RECORDED MAPS.
s � aR s
��C P► Pis
� : ANC �
RPikI
PIL AN p C
I; A
C
AC
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
X
PLAN
SECTION Y
CURB INLET
NOT TO SCALE
COMPACTED SUBGRADE
SCORING 0 8' INTERVALS,
3/8" x 3/8"
1/2* EXP. JOINT 0 24'
INTERVALS TYP. & AT
ALL RADII INTERSECTIONS
CONCRETE SIDEWALK
NOT TO SCALE
50' MIN.
o •
o
.#:4 STONE c�v
Z
'X
W PLAN
35' t 15' f
SECTION
TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALE
)' R/W
I•' B--B
CUL-DE-SAC DETAIL
NOT TO SCALE
STORMD S DOLE*
*NOTE: ORIGINAL STORMDRAIN DESIGN INFORMATION SHOWN.
ONLY ITEMS INDICATES WITH REVISION CLOUD HAVE BEEN FIELD VERIFIED
LENS
ENG H Lj
SIZE (IN.
OPE
MAT"L
1
V
R1I"i DN
RIM UP
FES#I-CI#2
248.
18
0.08
HDPE
1q.50
1q.70
25.00
22.4q
CI#2-CI#3
22
18
0.45
RCP
1q.70
1q.80
22.49
22.4q
FES#4-CI#5
233
I8
O.Oq
HDPE
1q.50
1q.70
26.00
22.62.
C1#5-CI#G
22
18
0.45
RCP
1q.70
Iq.80
22.62
22.62
FE5#7--CI#8
51
18
0.3q
HDPE
1q.50
19.70
23.00
23.36
FES#q-C1#10
22q
24
0.15
HDPE
Iq.40
1q.75
23.00
23.27
C1#10-0#11
82
18
0.18
HDPE
1q.75
Iq.g0
23.27
23.54
0#11-0#12
22
16
0,45
HDPE
lq.gO
20.00.
23.54
23.54
FES#13-CI#14
2q
18
0.6q
HDPE
1q.50
1q.70
23,00
22.g8
CI#14-0#15
22
18
0.45
HDPE
1q.70
1q.80
22.g8
22.g8
FE51#16-0#17
29
24
O.Gcl
HDPE
Iq.40
1q.60
23.00.
22.85
FES#IS-CI#Iq
2G5
24
0.08
HDPE
1q.00
1q.20.
23.00
22.5q
C1#1q-C1#20
22
24
0.45
RCP
1q.20
1q.30
22.5q
22.5q
FE5#21-C1#22
50
18
0.20
HDPE
1q.50
1q.60
1 22.00
22.35
0#22-0#23
168
18
0.18
RCP
Iq.60
iq,g0
22.35
23.10
FE5#24-J6#25
257
18
0.12
HDPE
1q.30
1q.60
22.00
23.50
JB#25-CI#26
27
18
0.37
HDPE
Iq.60
Iq.70
23.50
22.35.
17
VICINITY MAP
NOT TO SCALE
%f 551
566
le
f1Y'
PROJECT BOUNDARY
TRACT BOUNDARY
DRAINAGE BASIN
DA'-2
DRAINAGE BASIN LABELS
--- --- --- i
EXISTING PONDS
CURB INLET
P
FLARED END SECTION (FES) ,
JUNCTION BOX
29
MAP FOR RECORDED LOT # AND
STORM PERMIT LOT #
IMPERVIOUS CALCULAWNS:
STREETS - 103,673 SF
SIDEWALKS - 3,732 SF
LOTS (SEE TABLE) -- 330,000 SF
EXISTING IMPERVIOUS - 0 SF
TOTAL = 437,405 SF
TOTAL TRACT AREA -- 1,450,984 SF
IMPERVIOUS AREA
(100)
TOTAL AREA
437,405
(100) = 30.15%
1,450,984
REVI5ED TRACT BOUNDARY,
LMN
A
ADD BUA TO LOT 101
RECALCULATE OVERALL.
02/13/15
REV.
DESCRIPTION
REV
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NOTE: THE ORIGINAL
STORMWATER DE51GN WAS
PREPARED BY K. DAVISRO�ti,,-,,
FENNELL. THE PROPOSED
MODIFICATION 15 INTENDED
TO MODIFY ONLY THOSE
0563
ITEMS INDICATED BY
REVISION CLOUDS. NO
'
OTHER CHANGES TO THE
PREVIOUSLY APPROVED
PLAN ARE PROPOSED.
a �r or
OP TfiE CAR�LxNAs
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
6
NUMBER: 50-001
SCALE 1 "= 60'
DATE : FEB 2015
PATH- P,\650\650-001\DWG\650-001-SIN-I.DWG
FES 0 5 20% ACT 'I"
BY:
PROJECT NUMBER SHEET NUMBER
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1 _u 5; C1 29
25' - ­ - 25' -
13, 12' 12' 13'
2' 10' - 10' - 2'
1 I. *FT.
,
.
-
24" ROLL CURB & 1-1/2" 1-2 I.. i ' ,'. I _ . _0��
GUTTER (TYPICAL) 6* ABC z W
- ;z
�
6* MIN. '.4 5 fo-
BEHIND CURB cnl
RESIDENTIAL STREET
SECTION (SUPER- ELEVATED)
NOT TO SCALE
1 50' ROW
-1 25' 25'
- 16' 99 - - 9. - - 16'
2p 79 7' 2'
- IIIIIIIII-
- 1*/ Fr,, 1147I -1 .
24" ROLL CURB &
GUTTER (TYPICAL) 6* ABCI W
6m MIN. zq 2� oz
.e. r-
BEHIND CURB cn
ONE-WAY RESIDENTIAL STREET
SECTION (SUPER --ELEVATED)
NOT TO SCALE
50' MIN.
-
3�: 1 1
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15!j, ± . .. ........
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\/
:2
2 SECTION 00
TEMP. CONSTRUCTION
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GENERAL NOTES:. SEQUENCE OF CONSTRUCTION - - R=50' --,,, FRAME, TRATE & 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND 1. PRECONSTRUC11ON CONFERENCE TO BE HELD PRIOR TO BEGINNING. ip-011 11-01. R=37' ,,'�_� - - N.C.D.O.STD. #840.0,3B
TI S R GI G CONSTRUCTION. I 1'-0" 1 V-0" el /
-
- - - R=35' / \ a B 2. DETERMINE AND MARK LIMITS OF DISTURBANCE. I I / \ \ CIN
2. PROJECT AREA = 97.63 AC. __ : I - . � �- T_
I <1 - I - 1 I
I
1
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES. _ � �* /
� I I I � [___�?qv
-
3. Is A WITH PROJECT - . 1� - . - . - I
BOUNDARY UNLESS OTHERWISE SHOWN. 4. CONSTRUCTION OF SWALES AND ROCK DAMS. �­.­ . . ....... - ", I . � I I ;
... -
,1 I I
. 11 ' I it
. co " . I .
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS 5. TOPSOIL REMOVAL AND/OR STORAGE. - ,.�l 1, ,� , '., ,�. : It - t cc
- - L ' - - � I
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD \ 111
INSPECTIONS. 6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 1 21-01p 2'-0'y If , I
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR _� I -_ � I 15
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND GREATER). V, il -,5,-_,,�,,. N, '---- N I p
SYSTEM. - 50' R/W R=23' 50
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE I R/W
6. WETLANDS SHOWN PER PLAN. TO BE LEFT IDLE FOR MORE THAN 15 DAYS. REVERSE SECTION STANDARD SECTION 24' B-B _�
A PFRMANENT GRASS SHALL 8F IKI-,TAI I Fn FnR A�� AREAS A-F FINJAI ROLL CURB & GUTTFR DFTA11_ ­1 11 -t 2 B-B
. � _. "...... - ____ � - ­ _ ......-
SEDIMENTATION MAINTENANCE PLAN GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS NOT TO SCALE CUL-DE-SAC DETAIL
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS, NOT TO SCALE NOT TO SCALE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY 9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO SPREAD EVENLY ACROSS THE SITE. GRASS THE'SZ AREAS
MAINTAIN ALL PRACTICES AS DESIGNED. IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED
OFFSITE.
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dry,peI
i
undj,dtVed; ovd weeds.
5AISfromI
m w !g� ;
or ralmg�ft
TEMPORARY SEEDING
GRASS TYPE
A 1 YAU .
i
MA
INITIAL
FERTILIZATION/1000 SF.
MAINTENANCE
RYE GRAIN
1 1-2 LBS.
.
NOV. THRU JAN.
.
25 LBS. 10-10-10
NA
I NA
I NA
-
-BROWNTOP MILLET
1 1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
-
I NA
I
I NA -
PERMANENT SEEDING
TYPE
AMOUN /
q
1 000 ST.
TIME OF
SEEDING
FERTILIZATION/1000 SF.
INITIAL
MAINTENANCE
-GRASS
BERMUDA, COMMON
1-2 LBS,
-
_
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE,
(KENTCIIII
5-7 LBS.
SEPT. THRU OCT.
I FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
I
SEPT. - OCT.
12 LBS. 10-10-10
-
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
I MARCH THRU APR.
FEB. - MARCH
1/2 TO 1 LB. N.
I NA
3,000 PSI CONCRETE SIDEWALK,
BROOM FINISH, SLOPE 1/4- /FOOT
IN DIRECTION OF DRAINAGE-
2
, I
-
, ­___
II .,'z// ,/
" \� /,
_< 1<</ ­
\ / /1COMPACTED SUBGRADE
'
SCORING 0 8' INTERVALS,
3/8" x 3/8'*
1/2" EXP. JOINT 0 24'
INTERVALS TYP. & AT
ALL RADII INTERSECTIONS
I
�
\\, I
-"/ / /\\ / ,
,�/ ` /I < \
\
1\
CONCRETE SIDEWALK
NOT TO SCALE
STAKES
SEDIMENT FABRIC WITH
--
WIRE BACKING
RUNOFF WATER
WITH SEDIMENT
__ .... .. . _
, , ,
- 11"U-177 TF -
MP_.�, I "-Z�'-,�-k,-"-i:"--,---F�-��-'-i.'�.,7ti77=77
I , __
­­ �
-:-��L-1�7i
BURIED
SEDIMENT FABRIC
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
m
ur, INLET.
ITH GRATE
2
cryI
<§;.
5:§�'-
"I 651
1z:55F
0 .%,Kr .11. � . . ''
V�� " . -
, � ,,� SIN
FIL No
113� r �Om
AeRl P
N AST
ISOMETRIC .
SILT FENCE DETAIL
NOT TO SCALE
OR �� E� 0
c PjLT�RkT�o
� �" A�Rl� .)
r-IN I m/"\1N k-toc_ STORMD I
NOT TO SCALE .�
,
ORIGINAL STORMDRAIN DESIGN INFORMATION SHOWN.
SECTION X
BACK OF CURB
--O,- X ,
CN
- -
y
, I .
----
1
I -
1 31-0" cq
A
W- X
PLAN
101 SECTION Y
CURB INLET
NOT TO SCALE
A
ONLY ITEtfi
INDICA I S WITH
VI ION
i`lAT'L.
FIELD VERIFIED
'fqv �-T - 1�- ;'�-
DOAN(ft) UP(ft) E)ONN(ft) UP(ft)
LINE 11
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-
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22.87
23.58
26.20
26.33
FE5#71-0#72
154
15
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22.50
23.80
26.00
26.56
1
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HDPE
22.50
22.q6
26.00
25,71
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164
18
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22.50
23.00
26.00
26,76
0#76-Ck¢77
22
15
HE)PE
23.00
23.01
26.76
26.76
1
1
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24.6i
26.00
2636
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18
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22.50
22.75
26.00
25.50
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1
1
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22
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PROJECT BOUNDARY
= I
TRACT BOUNDARY
DRAINAGE BASIN
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DRAINAGE BASIN LABELS
__ � � _­` . _
EXISTING PONDS
_✓ I- 1__W 1--e I-W
. I .
In
CURB INLET
rom-
FLARED END SECTION (FES)
a
JUNCTION BOX
(B
MAP FOR RECORDED LOT
1-10l
LOT # IN STORMWATER PERMIT
IMPERVIOUS CALCULA11ONS.-
.....
STREETS -_ 311,839 SF
SIDEWALKS -_ 1,84-5 SF
LOTS (SEE TABLE) = 988,600 SF
EXISTING IMPERVIOUS = 0 SF
TOTAL = 1,302,284 SF
TOTAL TRACT AREA . - 4,252,163 SF
IMPERVIOUS AREA (100) = %
TOTAL_ AREA
1,302,284
4,252,
- - __.___ _... ___ (i 00) - - 30.62%
4,252,163
ADDED LOT 12A, ADDED OUTLET
STRUCTURE TO POND 13/
REVISE STORM DRAIN BETNEIEN
LMN
POND 13 It POND 10. ADD POND
E3
10 CONNECTION STORM DRAINS.
- --
REVISE OVERALL BUA AND %
IMPERVIOUS CALCULATIONS.
02/13/15
REMOVED FE5#12,fCI#131CI#141
_­____
FE5#15 NOT SHOWN ON PLAN.
A
RENUMBER LOTS
KDF
-
11/29/04
__
REV.
#
--------,----- -
DESCRIPTION
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DATE
-
- - � -EEVISLQNS - - - -
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MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dry uni
unweathered; avoid weeds.
Shout oom wt1e or is
a;s
4be tack E�.rrn,Inegi
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6" MiN. � z
GRASS TYPE
1� VF.
MA
INITIAL.
MAIN TE ANCE
RYE GRAIN
.1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROVINTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-�10-10
NA
NA
NA
C4
BEHIND PERMANENT SEEDING
RESIDENTIAL STREET
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\ / 9 / / r r r r \ , f \ / - 2' / f e /' ` \ ' \ I \\ � \ 24" ROLL CURB &
r r �eR\ ,, \., �, \ f / / r/ �a \ r / rr/ CI#63 �G�\ - 1 \\
f \ , \ \ rf r \ 1 4.2 \ /r f /r / / 3 c� �, � = `;, \ \\ !\ \ \ 6" ABC 6" MIN. a z z f \� GUTTER (TYPICAL)
\ \ r S34'15`00"E /' J °° ' , \ \ rr f / r ( I \ y 56 r r r Lo o - ' ` \ `
\ r r 61.s4 ' 91 r / r \ \ \ \ r/ r / , o �/ o � '; � \\ \ \ ,\ BEHIND N �
f r �,. , J , , r / r r r \ \ f r , ` cL -Z k ` L �\ \ I , \ CURB to
\ rr / ¢ � , - - S3a'34'z0*E � 7� , \ ; f , rr \ / " - ,, , r / \ \ r fr \ t•� ` . ` ` \
r/ , r v - - \ r", \ r \ \ \ rr r \ - \ ��.dc '' YQ \ \ t \ \ \ / �' ?� Al 01 r 33'S0"E �f / - / .� � 9 �\ \ `\ �
~\ ® r/ rr, r 64.60 a'19 I \\ FES 2,, \ - ' 4 \ r r \ 43 \ rr `� r \ - , , \ \\� ` \ \
1-1 / r / '� #8 \ CI 20- \ r rr 50 / r / \ - �_ \ - \ \ \ \ RESIDENTIAL STREET
1-1 r /r/ f s �5 x ���/ CI#17 # r r \ C �rf _ - \ \ ;\ -- \ V \ \\
I r, S, r e 05�7 \ r \ r �,� \ - e \ 1 X _\r rr J 1�� , f \ / \ r \ S8 \ r r \ --I, r CI#62 \ , ,30 ; / � \ SECTION (CROWN)
r r - - _ \� - \ � FES#79 s � �.9 . \ / ,,. � r ( \ \ `\ �' \ \
\ rr r r r rr ?p� CI#83 //! \ \ rr rr \\ e' r/ \ ,r \ - / - \ rr ff \ \ \ \ / / - ' , , -; �' \ \ \ NOT TO SCALE
r - - ` - / \ - r -\ \ `
\ rr rr rr r ' r : sos0'40"E , 6 r J 1, \ \ Apt. \ r \ ' 44 ` /r r 1 \\ e r ", \ `\ , \ \ \
r rr / 2p : 15.0o i ? \ FES#16 �' - : CI 18 \ - \ r r \8 - \ / '1 \ \ e / r / -.: �� \ \
11 r r / s F 8 •� ,� ` r \ / r - / rr , ` y 1' f /(,) / \ \
•, ///r A-2, \ rr f \ �� r\ � \ /r/rr \ - rfr \-� -17 rrrrrr,_ 11� \ -),
\\\,
r/ rf�/rr11 - , , CI#84 \\ f \ frr \\ o'k - \ rr fri f - '-- _ = 3 ; ' f \ ' rr rr r�'r frrrr r --� \ \�\;
� K rr s 8,7 77 r r/ r - - / r/ ` -_- .__. / r r \ I , , 3 a r r r r r V, - \ \
/ r r r _ \ \- rr ` ; 45 / rr / \ / FES#61 r rr \ \ \ \ \
r r/ y 3p, ,� \ - rr r/ \ \ - rr f r , - / r r ,, \ , \
\ r \ / / \ S .\•' err/ 48 - � /rr \ ,' ,, ' /.(' r /�� \ \\, \��\ \
GENERAL NOTES: \ r F / - / / as S
, r / \ r r rr \� r ,- / \ `\\ �' \\
r' \ rr \ - \ r rr rf \ \ rr rr - / r r/ rr r ' - -' r r rr r \ ` ' �o ,� __'� \ \� \ \ ,
r 8� \ r r\ r - / / r r r 27 _ - \
to r f r r / / r r
GRASS TYPE
AMOUNT
1000 SF.
TIME OFFEED
SEEDING
1
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-•10-10
MARCH - APRIL
i2 LBS. 10-10-10
EACH 4-8 XEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KEEfN�TUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO I LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
FSERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
PROPOSED LOT BUA
LOTS 1-•134
6,000 SF
804,000 SF
LOTS 135-177
3,850 SF
165,550 SF
TOTAL
969,550 SF
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND \ r, I r rr \ / r f r f r f r / �'� '''` I \ \,NOTE: THE ABOVE LOT NUMBERS REFER TO STORMWATER
UTILITIES BEFORE BEGINNING CONSTRUCTION. � \ rr \\ ," - 78 \ r �� \ i / / I ' , r . (�) , r bi e rf / // r / / \ ` - "o� `Ga .. \ \ ,\e*. ok- I r r - \ - f \ r / r l - A 1 `i \° ?ERMIT LOT S WHICH MAY OR®r f f - / r _ r r r r, \ PON, // rr // - \ \ \\ . # MAY NOT MATCH LOT
r \ 1 - 1
2. PROJECT AREA = 114.27 AC. DISTURBED AREA = 114.27 AC. C % \ /r r/ r \ / rf �� rr \ 6-5 \ '. q' �-5- I rr r/ r ,' r/ r r'r r/ r Irr rrdr ,/- /f rr r / - .\ . ♦\ \� \ \NUMBERS ON RECORDED MAPS.
\ rrr t l 1 - \ rr, i, I rrr 47 / rrrr f,z rrrrr/r \ - CI#6o \ \
3. NO WETLANDS ARE TO BE DISTURBED BY THE IMPROVEMENTS �.0 \ rr r �- 1 S t _B_ \ rr r \ "II �° \ �a' \ / rr / rf r �- / / // rr / \ 26 _ m b , \ \ \ \\ c
SHOWN ON THIS PLAN. \ r rig 24 B \ r / r \ / r / r , / r r/ r // r r rf \ - e \ \� \'\
�s r - ,, r f _ r r r r _ -_ r / _ / / \ .
r r r/ r r/ r \ \ \
� � \ fr I � 7s \ rr rr r/ _ � _ r /f r __ ____- r // r `/, --,\ / r / .� � 23 `I `,
4. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT BOUNDARY 4 I / I _ \ rr ', I 64 j' 1 f r / f r r / rr r rr \ / � /' - \ \ \ \
UNLESS OTHERWISE SHOWN. rrj - r r I _ r r r r / r r //,, , ` - \ \'\
/ _ / r r _ I f r / f / r r/ r f ,� _ �►
ti , err 4," r � - � r/ r I - , - , r/ rr rf rr rr r/ \- rf // rr rr K / 12 \ . , , 13 \ r r� ,' , ` ` ` / -1\ i� \ \
.,J r4N f - r / -4o Row / r e / / \ - r-� - - \ , \2d 3 \ \
5. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS DIRECTED BY 1 r/ 1 84 l rr r/ i i I /r rr f rr fr rrr rr �' %rr jr rr rr , � ., , J ; ,x / r �.._ �\ 25 . , \ \ ` ' , , \ \
ENGINEER SUBSEQUENT TO FIELD INSPECTIONS. / r i r r - + / r f / / r / I ®A 1 FES 9 \ / / - ` \ \ : ` \
I rr I $0 i rr rr I = �' �1 i r r / / /r r r rr , ' r /r r
fi. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM. r/ 0 r, r `a1 _ I /r r� r I 6 I - , rr rrr r/r rr / , _\ rr r/r I - / / _ \ �r rrr r/ \ e / ' r rf / \\ \
/ , r r . _ =_. r r r r / / \ ` y , r / I - r r \ e / FES 56 r r r I \ \
7. ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS. / i // I , ` I rr \ I i - s' _ / rr /f rr / \ \ / \ / rr I / 14 1 r/ rr �\ \ _ / , # r/ rr / : \ \ \ \\
I - -I r r , r
/ : r/ I , ♦ rr rr , _ I , ` r rr r rr r \ ; / ► r rr I 1 - ► / rr rr r rr / // / \ \ �► \ \
r &__
' - � //rrr/ \ + r/r I - ` - I r/rrfrf r/r r /rr/ \ \\
/tIr�r I/` - / r .� r r - - // rrrr /\rr r/r / k - \.
SEDIMENTATION MAINTENANCE PLAN r/ r \,- 81 / / f r/ r _ I / / I - \ I _ r / / / / r / / \ \ \ \
1 r -+ 111, I r/. I - r ;�/
Ir r / I / ,� r r r ,' (
r� 82 r. I r� r D _� r - t r / /r r /r r/ - \ Q2)
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE 4 r �� r - r' I 6-2 i Yl / r - _� I // r I _24 g_g _ _ / r ,� / r / / �' y \ \ , \ \
/ \ _ / r / _� _ rr I - � 15 rr r rr /�/ e \\
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY t r r \ -- r r \ - r r / I I / r , \ / r e, r / - \ \
RUNOFF--PRODUCI#NG RAINFALL BUT IN NO CASE LESS THAN ONCE \ r/ '� �� .::=.,_.­;_ - _ � fr rr rr \ _ � r rr / - � i . " 4' e-B rr r I 1_0 r --40' ROW- / rr rr rr rr r/ / I __ \2`1\ \ \ CI#57
/_ - I r
EVERY WEEK. ANY NEEDED REPAIRS WILL r r __ rr r r - -` I; r r ( ,,' I - - r / r r T \ \
LL BE MADE IMMEDIATELY \ / _ �_ �' / r I � ,7 r ,� 1 40 \ROU-5 I � .. / r `l e � \ ` \ ��TO MAINTAIN ALL PRACTICES AS DESIGNED. _\ rr rrr r r� f !IIIrr r/ r J !r� r /rrrr/ rrrrI -_ // rr I - �" / //r I 20` \
r/ / lr r / e, r r/ r// I __- r r - I / r r - . ,,' A-1 to> -ti�
l , / f r r / FES#6L / r r / r r / / r _ C.� I f r - �.." \ - ' / ,
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY , rJ • f r/ � ► / // r� l / r/ / r / r / I - � f r \ _ 1 "�i \ I /r r / + ` I �_
IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE. !l \ / " / f .� ")If
/ ee / r - 1 /f r r/ `�I I/ rr r - . rl rr I 1 �1-8 rr' r / , , '�� P \
FEs 41 r , - r r r r g \ I r \
-% / � r # r / { rf / / r _ / 1 f r/ , / / r r rr r - _ - ._ -k / t _ r / ` � c \\
/ f I FES#53 \
\ / e rr ,. rr / / - ,r / - i / // I - I f, / I cl 4 - tea' I , , 18 ` . _ �.; \ \ CI#58
^�� � / rr f f _.� - T 7 -\--I- -� f - _r � (2) - I I @ I / fwill _ _ _ = Cl#55 . I e `� , FES#85 ' e e�� - \ , \, \ \IN
/� _'
'' / ,- / rr rrr r I �' C FEs#13 ( t _ rrfr/ FEs#50- cI#51 I /�/ /// -r - - _ - _ _ - , , \t rr \ _. _ -- rx ,,. ` \ \
14 / rr r/,�� , , \ x _ r - . r /r - 3 , \ " \ ., . y \" ; \
/ J l r1 ,� / \ Q1, , , r 1,0,0 , , I, ^y (� \ \ (� Q `\ - �- _ - _ _ - _ FES#33 ,/ / I 7 0 / 1 � \ \ \\
N84 5 \ �// -
/ e 4 50 W / f \ 10 2 , ` I - / D 3� _ r FES#21 m 1 / / I ` . ° tL j _ \ .,+:. _ \ \ .>_
-- i 4 .,` / , \" I - CI 14 - r I 1 #5D
, 1 / I ` °'40 .�_�"
/ \._ -" r � 7L ,� � ! S81 4410 w' A.. JB6N2 { # _ r , III 1 , + '�',, m � � , , I \ r , ... \
a• r \ . , , + \ ` \
rr CnI���� i I 56.91 JB6N1 CI#15 CI#22 - 1 t \
I f, rf rr r r •d°�>`\ \ \ 1\ CI#42 ....... I I ,,, ,,, .-
I -
�U\ ...-„� ��.�.�: .�:uu - >:r, ♦,`` , \ I CI #24 ... , , , , , , , , ,°l� /' ' F r_-• .,, `°' J87
> � ` ' ` Yam,
//71 e., ;a>- �v.- r •'gin I
r\\\
/ g�i. \ / r.r� 2m, . -- ,---..__. y '.` ,, i t , , , t I , , t t I , , t I t , r w \ \
% ( / S) ,rQ / , \ Y? R ff i ♦ V Y I Ir • ._------ '; .;any,- "r:..; > .;,;_" s-x.�.* �_.,.""" \ \ \ \.
�z' r /f r A" �•�- \ ,\ \. \ f ., .2G: p fl .,`I, _ ' _ TT - .M...�• sy>r +y. �{.'T/ / , 4 `� _ ,1
// r r/ r r /r %��l 'Zane , \ "I, , {� � t .,. �r n ' k�.- u.;. ;:.. 7---" °_.... �, „ „ „\,t f .0 rr r ii}�.. , \ 1
r/ / rr / rr rr N�Z 104 .\ a . I I = - -_ A- CI#23 ' CI#25 \\ I' „ „ 4;:: 'a
\. J rr �� .
/ / / r r rr /. • ,pp"W- \ \ „L CI 3 1 I 1 / f ` _ �, a ,a I � -I-,-
i
f i r r rr rr r 6�� e 15�5` \ °°� %!� \ I !/ _ 40 Row/ _ \ 1�,,1,� \ , \\
/ r r/ r so= , \ % \ \ + 1 r i -4' 172 �� i �� ���
/ /) r `-�- \ ` � /\ 12 24 ' + 1r215, r=, I B-B \ t % � r,, m.. ;` �\\ / \
/ /J / r 08 / \ , \ / I - \ .+ = JB34 N / \ / \
/ r/ r f rr / \ - ice,! 1,� � / �,,,�° I Iz _ CI#11 CI#12 173 r � ;t �� w\� ? `' : ' 1 1. v`� \\7f / \
l r r \lam \ ` .i ` ! / "I - i ._ 1% � : ' ' 7 f,t>,,f k \
M.. �r
rr / f .3/ ..= �Q \ \ r / _ 70 r CI 35'`� /:A' .:,�� �,�` / / \
,' /r/ rr /' / CI#4s ' 1,21 �>' r r/. 056M J rr . rr /r `�r / \ 3 _ jG + I 4o Row . # - 24. �,_� �\ / // `, \
�_
/ r/ ( J /ram �o / = \ \ ` / i' j r ....r�r ,may r / r \ j r/ rr 174 , , ---�=- 0 ` \\ r ° e� B' N / '`\ / / ` \ \
' r rr r" rr i 1©8 \�_ cl#45 / 1 �Q �' Ir f/ r rr / /rr r rr / ! - 169 DA ��_-\ '.� , / \ \
I /r / r f, \ 11 \ f � f f/ - , /- _ _ _ � -:; ;- � BERM \ \
I r / r/ / 4 i • \ \ \ ` // / / Ir/ / , ee % --- -FEs#10 , - 175 4 0) �-_ , ^ \_ / / \ \
_.
rr// 1 - ,� 1s8- , -� N / \ \
s M :- - �,' \ ` ' r r -� f/ t, �( - I_ . CI#40 �r1 ; k, - _�A \ / / \ \
LA,Q s14'z3',o~E€a DA-C� \ / r /r r _' 12J E I + 1128 F r `1= t I _ 'Y �N \ / /
1 SO8.40'30"w 1 �33.50 " / _\ \ / / / r r r \ + 1 77 r ; t , = 176 � :° .-.! _ \/ / \\ \
S52'58 00 E \ / { \-19�', tt '�, - - - ,� _ cn .
35.04 s4 D1 11,$ ry \ \ �/ f / 1 � _ I : \ 1 TRACT ® \
/ i t _ / r / / D!"1 Cf#29 I : � _ t 1#37 -� i i \ .
a 1. , / \ __
r,. ' �' r r / - / e - 1 CI 9 0 GI 26 N m �- `% \ \
Ilk 1-d.N66'2510 W , _ r / / # , # h .'X •: i I I �. \
�. --,.. 42.54 _ ! / rfl // r i, '+` 177 i (!)6 z 3 - 4Qr`ROw I I 1.E �I"�E�T JW M) •\ \- 48.71 1 FES#44 : I 130 \ �` .r o i ,I rl[1--_____M
4, j,d' (I }» �,' 1 \ i I / \ \ \ `
___ � _ 0 J:.� ! r �/ , \ , \ CD \ X t I r J - t v � `'� " e� ,.�,��� _ »� to -tom w I i / \ \ \
'_ ��� \ / r , 1 I j rr :1 Ir 11 +x -ss,w =.^,,.� �,- N - C? AO \. \
_ _� ) �Q
'111101,01101 -71 �F��c. ' ' `- i,/ \ ( r \ r t �, �IiJ�' / ranmmrcrtnn ..,rar mh a." f I I I
-- >� �\ \ ( ) '-/ // r \ I1 x7 // / rr \ 131 _ , I 18 e _ r3 . ,,.,_;_„`r..M N i
- _ ,•IV , \ \ r ' + , C/V I ' �, a ! ,l ll(, ,ll!'tM1tI--,. r,-_,.e T4^i� � + � J _ 4 I � l I I � \ \ \
r.. `, \ \I off° `\ - \ /f /r - 133 1I} Il 1 , 13 135 165 `" -- i N 1 f \ i I � \\ \
. / r r _ a I, \ 4 1 „ € \__- -Q -j I \I I i \ \� \
/ / / - FES 7 I I I - CI 28 r' � Ci 27 ^+ # , . '" o \
> \ rrrr / / - _# I - i - # # I N_ \\1 i I _ ���_ ,_
�. ,, \ �, 116 \ /r r rr // / / f / I CI 1 I = 11 1 \ - , �. _____ -- I 1 _ _
w � ` \ - r / r r / r "I _ #5 ! CI#6 ._ fO ' - \ \\ 1 `I� '�
,S ;,: - \ . - \ rr r rr rr r f rr r/ r /r r/ r / - y - 136 ' t� 1 s4 1 -; �:� . - \ I I _ _ �,ommompoloo
\ 111\ �_ ' / r/ fs1i r/ r/ . rr /r rr � /, rr r \ i-__..__ - \ � € \ \ \
-._ r / r r - d -�
®i . r J / / r r r / r / / • \ - ? �-- -- - I � - t, I i I \ \ \ \
r f r / r r r / = 137 � 163 .I wI
/ (A \ \ + 115 ', �- � -- r r r r // / r r/ �' , t�� \ ' _--- -- � I � -� � \ � � \\ \ \ \, \
/_ \ ,L t\ tlIf N r f \ `� r r/ y}j�1` \�-�- '� i �, \ I �:T'M' i, \
® `\ \ �el
, _ - - FES#4 - I w _q� •a # ` C\ , \`\ ..i _ ' J , , �' = I _ CI#39 , .i � z _ 1- - "113 , , \ r/ rr I; 138 ;e 1 1 s2 - I2 � = cl#3s -- �\ '\ \ \ (SEE SHEET SW M) , \
@12"I
;``•\ _-$3$'fi�' + � '' \ r�. 1 ' l riJ r/ _ - � PP, . _ 1 , ,'3 f 4 u yI > \ \\ \ \ / 1
�' `_� i1 >f 1Q6' �%� ®A3`L r ' r t11r ' ' r r 110 / r r T rJQ R� g+ i� t' '�, \\ \ > /
1 �__ _ __ 1 \ \ 1
i ``,. r r -� ( l r - _ _ ( ) _ 1: -
f J \S ( ir // t ! ! t , 'j , �+ { I' '�14 . -14
��. CI#49 /l rr/ //r _ li
24139 ' B+ $ i -, 7 �a , ` ` , _ ,d. \\\ \ \ \ \ \ `.\
/� #
1 Qd' Vf-� i f , �1 \x J .r , 1 r �'� Iff \ w` ti /� I' 1 - - 1 � ..._w _ ._ _ ti ��:i/ - ^1 \ \ \ \ \ ■
0'. 1­. el"L -3'®.°',,,�.� , -`�'�r ' 8 r err �\ I 1 _ 140 "`� I j 160 �� ,!,; I� r,,� 1 - 1 \\�, \\\ \ \ \ N,'�`t
INCH -100, N1
- . NC __.-
_,d - - / �� \\ ;
' �- 11 r J of
J ♦ r`. ,\ _..�..�s.._._,.,� -mot „ ��\ \ \
, ,_§Ileer 8
FES 711
S i \\
SEQUENCE OF CONSTRUCTION '°°' ...> i 151 \ \`� r " \
' 11 r r , v 4 S6t'27'10 W �� \ 158 J - ._.._ -, 51 1
i 1 f rr f 73.�I4 (E` , 4 j J �a
�`�``=- f rr f� rfQ 157 /S.I \\ I / A
1. PRE -CONSTRUCTION CONFERENCE TO BE HELD PRIOR TO \ / "` -" Q / r f - I 156 / :; '\
1 /
BEGINNING. J �, -�- r 2'2 E (9a/ \\\
r,
$28"3 O" ��,-!�,,�, `� ter,. / ;,•' >, \
\ N, < : 50.00 ,. ,\ \'' �} "` / `'/ 155 ;. N43'02'30"ENS: , : / 0 o
/ drrWftw I,* r.; S61'2i10 Wwak. 4. 152 y 30.42- L�,,.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE. E ,J / 154 ? \ xw� n X
' / w �,
�``. - i`' \ 14,L= 27.20 143 a ` ///�/'` t 153 y 3 \\\� ( " 1 -
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES. S�/.,e � , , R=18.00 144 " ri_0 \ n ®�, 1 �� � I r � ® do ;PIPE Dla F
STD. CAST IRON ��- `!>f j �Q l i..o /-1�
FRAME &GRATE SAS ? 145,., CI#32 a \ La = APRON LENGTH
bj' ' J t� ;x ,. �• r \' j W APRON WIDTH 3 X PIPE 4! MIN
4. CONSTRUCTION OF SWALES AND ROCK DAMS. " 14��`N} x
3s X 36 146 / r/ f // r r , d =APRON DEPTH
5. TOPSOIL REMOVAL AND/OR STORAGE. PRE -CAST �' ` ' t , 147 ., ' r % r
rl
CONCRETE j ! ,X r
RISER BOX JQ J ' , , Cam? 149 \.,�. Ck..,31 =' 4",
RISER
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 " r> r .., �t'':2��i 148 \ . \ \ # rJ
6 GATE VALVE / `''/ 2� \ \ Q i
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR \,rr -� ��U , J \ \ I' r T�AC+T K
GREATER). GROUT -\M r/ f G� , , \ t \ `� ,. 777 - . 11 /
� D
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT
FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS
STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING
DEVICES AND SPREAD EVENLY ACROSS THE SITE. GRASS THESE
AREAS IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING
DEVICES.
TRUCTURE
APRON
LENGTH
APRON
WIDTH
APRON
T14ICKNF-55
STONE
CLASS
FE5##1
6
5
q
I
F1<5##4
6
5
q
1
FE5##7
6
5
q
I
FE5##10
6
5
q
I
FE5##13
12
6
18
I
FE5##16
6
5
q
I
FEE41#21
13
8
12
1
FE5##30
8
5
12
1
FE5##33
10
6
12
1
FES##41
6
5
q
I
FE5##44
6
5
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1
FES##47
8
5
12
I
FES##ra0
8
5
12
1
FE5##53
8
5
12
1
FE5##56
6
5
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FE5##5q
8
5
12
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FES##61
8
5
12
1
FE5##64
8
5
12
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FE5##67
6
5
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FES##70
6
5
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f
NAME
WEIGHT
SPECI#FICATION5
RIP -RAP
CLA55 I
5-200
3M SHALL WEIGH AT LEAST 100
LBS EACH. NO MORE THAN 10%
5HALL WEIGH LESS THAN 15 LBS.
EACH.
CLASS 2
25-250
WX SHALL WEIGH AT LEAST 100
LB5 EACH. NO MORE THAN 5%
5HALL WEIGH LESS THAN 50 LBS.
-
EACH.
-
EROSION CONTROL STONE
CLASS A
2'-6'
10% TOP d BOTTOM SIZE5.
NO GRADATION
CLASS B
I5-300
1ON 5PECI#FIED.
TYPICAL CONC.
FLARED END
SECTION ---'
24*0 CPP
CONCRETE
BLOCKING
GATE VALVE DETAIL_
NOT TO SCALE
NOTE: GATE VALVE DRAIN iS OPTIONAL AND CAN BE INSTALLED
AT DISCRETION OF PERMITTEE. PORTABLE PUMPS TO BE . USED
TO DRAIN DOWN PONDS FOR MAINTENANCE WHERE GATE VALVE
DRAINS ARE NOT INSTALLED.
191yi4C 1J r r'
1. %J �' ', �ZO�S3
t �S' OIL? f5
~i. #� r
�_ f /
/ r j �,
/J \ TRACT 'A'
/� rFES#30.
rrr f �:: � SEE SHEEP SW -A)
=-=11 =-- /�JA
(SEE SHEET SW-K)
PIPE DiA.
RIPRAP
.. -
ISOMETRIC VIEW
PLAN
I_in
SECTION A -A _�-FILTER
LANKET
CULVERT PROTECTION
RIP -RAP AT FLARED
END SECTION
NOTES. NOT TO SCALE
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. La Is the length of the rlprop apron not less than 6'.
2. A filter blanket or filter fabric should be installed between
the r1prap and soil foundation.
STO R MD S DOLE*
ve-
;IGINAL STORMDRAIN DESIGN INFORMATION SHOWN.
INDICA S WITH REVI iON CLOUD HAVE BEEN FIELD VERIFIED
C LINE
GTH
(ft
(IN
MAT L
I
DOWN(ft
N
UP(ft
DOWN(ft)
UP(
('
-
S.-.2s,
FE5#4-GI#5
56
__
18
___-_,%..W--
HDPE
__n*_-m9n____.%_
21.00
21.50
22.50
25.44
CI#5-G146
22
IS
HDPE
21.50
21.6q
25.44
25.44
FE5#7-GI#8
I5q
18
HDPE
21,00
22.4q
22.50
26.45
GI#8-CI#q
22
i8
HDPE
22.49
22.70
26.45
26.45
FE5#10-0#I1
37
18
HDPE
21.00
21.52
22.50
25.5E
Cf#11-C1#12
22
18
HDPE
21.52
21.53
25.58
25.5E
FE54i3-6#14
36
18
HDPE
19.50
21.47
21,00
26.42
CI#14-C1#15
22
18
HDPE
21.47
22.67
26.42
26,42
FE5#I6-C€#17
161
24
HDPE
1q.50
Iq.82
21,Q0
23.62
CI#17-C1#18
86
18
HDPE
1q.82
20.22
23.82
24.0€
C€#18-G1#lq
22
IS
HDPE
20.22
20.26
24.01
24.01
CI#17-CI#20
22
18
HDPE
20.03
20.07
23.82
23.82
FE5#21-GI#22
24
30
HDPE
iq.50
20.42
2€,00
25•gq
GI#22-G1#23
22
30
HDPE
20.42
20.46
25.gq
I 25.1`111
CI#23-CI#24
135
30
1 HDPE
20.46
20.73
25.gq
I26.54
CI#24-CE#25
46
30
1 HDPE
20.73
20.83
26.54
26.0q
Gi#25-Gt#26
372
30
HDPE
20.83
21.57
26.Oq
26.07
` CI#26-CI#27
87
24
HDPE
21.57
22.34
26.07
26.38
CI#27- CI#28
22
24
H DPE
22.34
22.3E
26.38
26.3E
jl
CI#26-Gt#2q
22
18
HDPE
21.57
22,32
26.07
26.07
FE5#30-CI#3€
IOq
€8
HDPE
21.50
22.87
23.00
26,841
CI#31-CI#32
22
18
HDPE
22.87
23.14
26.841
26.8q
FES#33-JB#34
150
24
HDPE
19.50
20.4E
21.00
26.2E
III JB#34-CI#35
157
24
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20.48
20.7q
26.28
25.61
CI#35-G€#36
22
24
HDPE
20.7q
20.84
25.61
25.61
CI#36-G€#37
122
24
HDPE
20.84
21.0E
25.61
25.88
CI#37-CI#38
374
24
HDPE
21.0E
21.83
25.8E
26.08
CI#38-CI#3q
22
18
HDPE
21.83
22.33
26.0E
26.08
CI#37-Gi#40
22
18
HDPE
21.08
22.13
25.88
25.8E
FE5#41-CI#42
184
18
HDPE
Iq.50
iq.68
21,00
25.11
Ci#42-CI#43
22
IS
HDPE
1q,68
iq.71
25.11
25.11
FES#44-CI#45
iq0
18
HDPE
21.00
22.38
22.50
26.15
CI#45-CI#46
22
18
HDPE
22.38
22.40
26.15
26.15
FE5#47-CI#48
31
15
HDPE
2I,00
22.52 I
22.50
27.35
CI#48-CI#4q
22
18
HDPE
22.52
23.60
27,35
27.35
FE5#50-CI#51
161
18
HDPE
1q.50
22.31
21.00
26.44
CI#51-CI#52
22
18
HDPE
22.31
22.6q
26.44
26.44
FE5#53-CI#54
161
18
HDPE .
Iq.50
22.12
21.00
26.23
CI#54-CI#55
22
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HDPE
22.12
22,4E
26.23
26.23
FES#56-0#57
15q
18
HDPE
1q.50
€q.82
21.00
25.7E
CI#57-C1#58
22
18
HDPE I
1q.82
1q.82
25.78
25.7E
FE5#501-0#60
164
18
HDPE
Iq.50
23.68
21.00
27.43
FES#6I-Cl#(c2
160
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HDPE
Iq.50
21.35
21.00
25.36
CI#62-CI#63
22
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HDPE
21.35
21.61
25.36
25.36
FE5#64-CI#65
36
18
HDPE
1q.50
20.%
21.00
25.61
0#65-CI#66
22
18
HDPE
L 20.%
21.%
25.61
25.61
FES#67-Cl#68
205
18
HDPE
1q,50
20,16
21,00
23.g8
GI#68-G1#6q
22
18
HDPE
20.16
20.23
L 23.g8
23.g8
FES#70-0#71
15q
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iq.50
20.05
21.00
23.88
GI#71-0t172
22
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20.05
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23.8E
23.88
456M-JB#6Ni
168
36
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Iq.62
1q.87
26.8q
23.28
JB6#N€-FES#6L
Iq0
36
HDPE
1q.87
1q.87
22.57
26.8q
0S6M-JB#6N2
168
36
HDPE
1q.75
Iq,80
26.g2
23.24
JB6#N2-FES#6L
140
36
HDPE
Iq.80
1q.80
22.80
26.g2
FES#73-CI#74
44
18
HDPE
GI#74-CI#75
22
I8
HDPE
FE51;76-0#77
q0
18
HDPE
CI#77-CI#78
22
18
HDPE
FE5#79-GI#80
170
18
HDPE
111
CI#80-GI#81
22
18
HDPE
FE5#82-CI#83
180
18
HDPE
CI#83-CI#84
22
18
HDPE
FES#85-JB#7
22
72 I
CP
.q - I
26.46
3,000 PSI CONCRETE SIDEWALK,
BROOM FINISH, SLOPE 1/4" /FOOT
IN DIRECTION OF DRAINAGE- i
,"-SCORING ® 8' INTERVALS.
/ 3/8" x 3/8"
1/2" EXP. JOINT 0 24'
INTERVALS TYP. & AT ALL
RADII INTERSECTIONS
\ .\
COMPACTED SUBGRADE�
CONCRETE SIDEWALK
z
FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.03B
AIN \- li
11i O
z6" 20-2" 6"
(O . I �
iV
R I.
. �
JIlli /111 � V
L-v l l /<
BACK OF CURB
X
N
.......
L-00- X
PLAN
R
r
z6" 3,_0" 6"
N 1. ,
W
i 1
- ... ..
.
SECTION Y
'FHB 5 201�
CURB I N LEI' • s
11
NOT TO SCALE
NOT TQ SCALE
LZECEND
Hessm wmnPROJECT
BOUNDARY
TRACT BOUNDARY
llliliiliiilililiilil11111111111111111i11
DRAINAGE OASIN
DA-2
DRAINAGE OASIN LABELS
1
I•--� .-� r--- ..-- r^--
, --- • -- ,_ -_ --I
z__ , 1 I-;
EXISTING PONDS
®
CURB INLET
so -
FLARED ENO SECTION (FES#)
JUNCTION BOX
8MAP
FOR RECORDED LOT #
STORMWATER PERMIT LOT #
IMPERVIOUS CALCULATIONS:
STREETS -
385,070
SF
SIDEWALKS/PARKING =
61,855
SF
LOTS (SEE TABLE) -
969,550
SF
TOWNHOMES/OTHER =
143,748
SF
TOTAL =
1,560,223
SF
TOTAL TRACT AREA
4,944,601
SF
IMPERVIOUS AREA
(100) =
TOTAL AREA
1,560,223
(100) =
31.55%
4,944,601
G
REVISE TRACT AREA, REVISE
OVERALL SUA AND % IMPERIOUS
GALCULATION51 RELOCATE
OUTLET STRUCTURE. REMOVE
POND SECTION DETAIL. MODIFY
GATE VALVE DETAIL.
LMN
02/13/15
S
ADD POND SECTION DETAIL
KDF
2/8/07
A
ISSUED FOR REVIEW
JS13
q/18/06
REV.
DESCRIPTION
DATE
VI S
_ _
NOT THE ORIGINAL
_ _ _
5TORMWATER DESIGN WAS
,\�\,`\\„ir,rlrr"',,f�f,/
PREPAREDNSY K. DAVIS
FE[ ELL. THE PROPOSED
`\pc����E�o�/�j,�-•,`
o q I, -
MODIFICATION IS INTENDED
_ 1�EA��1``''
TO MODIFY ONLY THOSE
20553 _
ITEMS INDICATED BY
REVISION CLOUDS. NO
\
G ,,=
OTHER CHANGES TO THE
,
PREVIOUSLY APPROVED
`''JJlrr',rl
PLAN ARE PROPOSED.
�
`tip
11
ate
OF THE CAgpT,r.t.jAs
OM A Is IT le
it
- I mk " G
E N G I N E E 0"
151 Poole Rd.,,�wite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.CaPefearengineering.com
N.C. LICENSE # C-1621
.PROJECT
NUMBER : 650-001
-
SCALE: 1 "=100'
DATE : FES 2016
PATH: P-\650\650-001\0WG\650-001-SIN-L.DWG
TKA
r"' CT ,Lw,
PROJECT NUMBEtq SHEET NUMBER
650-001 1 SW-L.

fI �6 (SEE SHEET SW
I �9'k
i t 1j I(
�pI t i. # % � �-`" •, / \ � .F.., } # ? I t i � s { ! i #..R, .. _ I / 1 i r l i i � 1 F } ° it f - )_ - 1
I i ` i I � �"„Y•.,. � � f � � � F ifJJ
� F
j I i t ys,,., ✓ / / / '"` 0 �`..`7JB#34 � + 1,- S"
000
OS40 PROJECT BOUNDARY
I / / TRACT 0 BOUNDARYjf
f� d
°j
Ky.
/ / / / BERM
I I f f // JB#35 Lj fiY,`t
I , / EXUM HOLDINGS, LLC OS14 , _� ._ f i f ) ! ,r ,� I !l
I / I ORIFICE=20.0
775,541 s.f p
1 0 c l/
7 8 a
,ys NOTE:
i �� / TRACT TO BE SOLD AND DEVELOPED BY OTHERS. DEVELOPER
2Q'� RESPONSIBLE FOR OBTAINING INDIVIDUAL STORMWATER PERMIT.
TRACT TO RETAIN ALLOCATED IMPERVIOUS TO DRAIN TO;) s` /{�
f.- " SURROUNDING NON -DISCHARGE LAKE SYSTEM FOR TREATMENT.`
f JB#36 f / I LAND PLAN SHOWN IS FOR REFERENCE ONLY & MAY NOT
REFLECT AS --BUILT CONDITIONS. ,� ` N +q ; 1; ; f J , � �' ` t, r/ `
'` N TACT l0'
{ "r\II
' \ '' ' ; �'i #y
i �c' TRACT '0' NS '��, ''
BOUNDARY
\r� fig• G PROJECT & /
j �j� ? Q TRACT '0' BOUNDARY
r
t;
s f i �• ' l r
o
CT ,m,
I I 1 I r, s J '+ j S3235'OWW
26.63'
I EXUM HOLDINGS, LLC `r f
p I `
.^"...-•..,, JB #37 { 263,097 S.
I ( ; ! / ' )^� •� 6.04 ac �°
NOTE: `3►3 i-- {'Z' I I
N43.02'30"E
rT T
I TRACT TO BE SOLD AND DEVELOPED BY OTHERS. DEVELOPER ♦ r / 1. ( f
I 30.42 ' J
_ -- -- y- RESPONSIBLE FOR OBTAINING INDIVIDUAL STORMWATER PERMIT.
TRACT TO RETAIN ALLOCATED IMPERVIOUS TO DRAIN TO
SURROUNDING NON -DISCHARGE LAKE SYSTEM FOR TREATMENT. I / _:___
.,
y M f Y OS38 IG LAND PLAN SHOWN IS FOR REFERENCE ONLY & MAY NOT
POND #5A j . _. _... REFLECT AS -BUILT CONDITIONS. 4' •'a9 f 1/ I40
N43.02 30 / , { ! S Aj. / �' ��► " 1 ,f/ i` I r` f l a - i7.00'N87'37'50"W l ;tf f l f'f1 I
5.32'_ti,. fit) r
OS42
'tlx,. ""'yR;h.„,.>•«.>:wa...a:s::a.`:,5:`>'-i°,.` "'`''.:.c.r' �+ .-._.. "F `x,•'. "`,^... ` ~ ^•`-Ao ' ° 7 FES#43 ;- F N22 moo' ' / `�...-•r _ ,- 1 f j'f+f t f' •• i
/�
�'�' 'A' o r ATI ON EXUM HOLDINGS, LLC
C
t �
# DINS
y`T PUMP ST q ? B 3, 1 If
SITE �°� /�,, _ i STUB PIPE FOR CB#13
`.��~ h`O�y , , 'V7� OFFSITE PERMIT(S) ,' 65,222 s.f
(SEE SHEET SPIV' A►~' / Z5 Ap �1//T cB#, 2
`3 ; /�0 y CONNECTIONS 1.50 ac
A
ty '�,\ IF 45 �, `,. g�. /e ` rd . • `'
\ lV �7` r Jf i
,, - i ,•,q'S� v����'� R i . ; _..._ N• S Sp•,~` _ -FES#30 ` =`Y CB#14
--' s �� 'moo .2 i�¢ ' j•, O+fY CB 28 m p { t ;' 1 r if 1 �f
C
t B#11 _ I
,..,_..r •...r ,,_.._:...,..r ,.....:.✓ +:% �' �..'�,...s..,r✓ # f, . 1 ,_ ' 1f J-_. •-, ,,`t t a`,�f-
_
TRA��T K I f { ff -`; GOODWILL FEs#32 ,r r
` NOTE: AMENITY POND 5A CAN BE PIPED -AND �� �1`�'I
(SEE SHEET SW-K) FILLED AT THE DISCRETION OF PERMITTEE. �; JB#9._�-' ' f l` ` -` COMMUNITY
THIS POND IS NOT PART OF PERMITTED, \ fd FES#29
FOUNDATION _ ,
NON -DISCHARGE SYSTEM. ` CB#4 93 747 f
{' s.,
r CB#3 CB
CB
STUB PIPE FOR; I Ibell
OFFSITE PERMIT(S)
CB#15
v:,?�/ d(t CONNECTIONS /� CB#5 \ < �� CB#, 6 ;` CB#21
/'"' .`"":,•,� �..,aM i 9 i , / "
FES#18
;s } � � 1 � � °j1; \ � � \ � _.... Gjry r JF r'1 • I %/ �Fl
FES#8
ua f
06)
CB#2`� PP#23
r
STUB PIPE FOR pl' / �•� PP#25
I CB 1l d 1
f { OFFSITE PERMIT(S) / #
CONNECTIONS PP#27
Z�Y,y� •^' "• 2r,4v fG+,:. _.-:?z,'- __ , ,:w __ i ' I l�. l `----/ i/ / ' `�`.._ j d ; f
- k.P`�� % �EXUM HOLDINGS, LLC .m o----
is 11 ��( ' / 89,482 S.f. PP#22
.�. 2.05 ac _
_�. �, 4 4;t I' '� / / r...w, r' PP#26�
` t(,/ /
r / ,Pp
80 Q 80 160 E /
tl
1 INCH =80 If '
CI#48 f CI#46
TRACT '0' :
,! BOUNDARY °�s; ,� `� CI#45 CORNING FEDERAL
�D CREDIT UNION!
��=--FES#44 U�A� '�
51,435S.f. �r
SLACKWEL.L FiD SE
�N fls, �i, � ' � PROJECT �& ; ` -• SR
TRACT 0 BOUND1551
ARY � /
,f
,a
f-
i® A$
IMPERVIOUS CALCULATIONS:
STREETS 10,058 SF
LOT #14R -- 181,664 SF
TOTAL 1191,722 SF I
TOTAL TRACT AREA = 263,125 SF
IMPERVIOUS AREA _
(100)
TOTAL AREA 191,722
(100) = 72.867
%
GENERAL NOTES:
TRACT '0'
IMPERVIOUS
CALCULATIONS:
STREETS
= 66,536
SF
LOT 8
- 35,789
SF
LOT 9
= 63,430
SF
LOT 10
- 58,217
SF
LOT 11
-- 44,084
SF
LOT 12
- 577,309
SF
LOT 13
- 54,070
SF
RESERVE
- 123.651
SF
TOTAL - 1,023,086 SF I
TOTAL TRACT AREA - 1,207,483 SF
IMPERVIOUS AREA (100) =
TOTAL AREA
1,023,086
(100) = 84.73%
1,207,483
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES
BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 33.76 AC. D
3. LIMITS OF DISTURBANCE CONCURRENT WITH PROJECT BOUNDARY
UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS DIRECTED BY
ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. NO WETLANDS ARE TO BE DISTURBED BY THE IMPROVEMENTS SHOWN
ON THIS PLAN.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERA11ON FOLLOWING EVERY RUNOFF -PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY IN
ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE.
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUC11ON CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER
EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO BE LEFT IDLE
FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN
SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED TO ESTABLISH A VIGOROUS
STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL
ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND SPREAD EVENLY ACROSS THE
SITE. GRASS THESE AREAS IMMEDIATELY A140 REMOVE ALL TEMPORARY TRAPPING
DEVICES.
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
rJTRAi"I
I -2 tons
Dry,�PI�r
unwbcm ed; avoid weeds.
$Shaul Me,
a from w 1e�� or oats
b6 IG9 QO91 Ar rwr�X IT1Ej fY 2
TEMPORARY SEEDING
GRASS TYPE
1 00 •
S ING
INITIAL
FERTILIZATION/1000 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 5 .
TIME OFFERTIEIZATION/1000
SEEDING
SF.
INIIIAL
MAINTENANCE
BERMVDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
{KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. -MARCH
12 LBS. 10-10-10
MAY do DEC.
1/2 TO 1 I.S. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
FEB 0 5 2011 11
�I
BY:
NOT TO SCALE
PROJECT BOUNDARY
i TRACT BOUNDARY
IlliiililllilllllH111#IIIIIi{ilIIIIIli1i DRAINAGE BASIN
DA -2 DRAINAGE BASIN LABELS
,--� ,--� EXISTING PONDS
CURB INLET
10- FLARED END SECTION (FES)
JUNCTION BOX
29 MAP FOR RECORDED LOT # AN
IN STORMWATER PERMIT LOT #
m
D
UPDATED TRACT LINES 4
UPDATE STORM DRAINS,
COMBINED LOT A2 AND M2 INTO
LOT 14R, REVISE LOT II/12
AREAS
LMN
02/13/15
C
REVISED PER DWQ COMMENTS
CAPE FEAR ENGINEERING, INC.
MLT
6/27/05
$
ADDED LOTS 5 THRU 13
CAPE FEAR ENGINEERING, INC.
MLT
5/30/05
A
ADDED LOT I" It, M2 BY
FREELAND AND KAUFFMAN, INC.
MR
1/23/05
REV.
DESCRIPTION
REV.BY
DATE
- � J3EVISI.�?NS -_
NOTE: THE ORIGINAL
5TORMWATER DE51GN WAS CAk4lliifllfltf)1/
PREPARED BY K. DAV15 �.�```�p`��`��E$��/�,q%
FENNELL. THE PROPOSED
MODIFICATION 15 INTENDED
TO MODIFY ONLY TH05E v 20563 -
ITEMS INDICATED BY -
REVISION CLOUDS. NO
OTHER CHANGES TO THE
PREVIOUSLY APPROVED
PLAN ARE PROPOSED.
OF THE GAPC>Ln1-fAS
Am
4
it rm
Rk 5 1 Nn G
E N G I t: E R I RL
151 Poole Rd.,Suite 100, 8elviltO, NC, 28451
TEL [phone]; FAX [phone]
www.caPefearengineering.com
N.C. LICENSE # C-1621
PROJECT
650--001
NUMBER
SCALE : 1" = 80'
DATE : FEB 2015
PATH. P.'\650\650-001\DWG1650-001•-SW-M.DWG
n'`
s
T12ACT "OF
b
PROJECT NUMBER SHEET NUMBER
65-0-001 SVV-M

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l _
LDEN SANDS
/ tY m GARDEN _CLUB WAY
.,-
R�N GLEN • ._ ... _"«_,.»�. _.._ -""-
,
E
POND #1 {) .
�
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/ f t r..._. _ - I _ i I '_ __ ? -_ _ ' z E 4.� ✓ , FESfi% \... (SEE SHEET "�o� 1 s
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,
-
-----------------
I a - ----___--J---- ---- -_----- ----_"______ - -- - -
_------------------ ----- - -- --- - -, r z ___-- ___-- ---__ ______ _ __ ______________ _____ __ _ -- - _ -
• 0 NS 46 50 E N$9 46 50 E N89 46 J0 E N89 46 50 E N89'46 50 E N89 46 50 E ! N89'46 50 E ii N_ _::,,,. ,:.,. ,. ,:x_;,., .U,. t . -
{ N89 46 50 E N89 46 50 E N89 46 5 E 9 I
� N89 46 50 E a �.,-..�.._.....�....._. ._ -- <_.�.,...�_.�.._..__.�__,.._...,......� .:�.,�__.�-- � •
N89 46 50 E N89 46 50 E �,.�....-.._.,..«�.... � �
�- , . ,
a . E-..�..._._...�3.__
_.. ,_ , _ __.-
. _ . ,_ -..-_ _ . _..._,_ , ....,,. . __.»_ .. ; . .__.__ _ _ O. 0 70: 0 O. 0 - r 70.CJ�,1 0. 0 70.00
/4 ,05 80 53; / 7 .00 80.t / QO ` 78 00 8 0 Q f `_ / / , i I
- _
{
f i �/ �' - _ TRACT C _
%� /y f//�//�( / / / f- 24 BOUNDARY
OS2
TRACT 'G' BOUNDARY -BERM-.-
2 6 TRACT ' F'w-
- -
BOUNDARY
TRACT 1N9
,.
4m
- -cf)
71 1 I
NOTE: o r -
o C4 TRACT TO BE SOLD AND DEVELOPED BY OTHERS. DEVELOPER u '
o RESPONSIBLE FOR OBTAINING INDIVIDUAL STORMWATER PERMIT.
TRACT TO RETAIN ALLOCATED IMPERVIOUS TO DRAIN TO
GE LAKE SYSTEM FOR
LAND PLANNSHOWN IS I FOR RREFERENCE ONLY & MAY NOMENT. I CT F
REFLECT AS --BUILT CONDITIONS.
E SHEET S-F)
TRACT 'N' &
f' 'PROJECT BOUNDARY- -
BOUNDARY
BOUNDARY-
�
`• i 48140.OV 79.8
1029.' U-- " ', 0' f
�. i / A �� .�r .- .ram ten- -. - - www-�� -rr ,w- -w�
y v S89'47'40"W �. S8947'20"W S89'36'00"W ��
PCX?LE ROAD--
11110 1 8/ •
1
STORMDRAIN SCHEDULE'
(DESIGN ELEVATIONS) NOT VERIFIED
*NOTE:- ORIGINAL STORMDRAIN DESIGN INFORMATION SHOWN.
ONLY ITEMS INDICATES WITH RF'VISION CLOUD HAVE BEEN FIELD VERIFIED
LINE
LENGTH (FL)
SIZE (IN.)
MAT-L
SLOPE
(%)
INVERT
DOWN(ft)
INVERT
UP(ft)
RIM EL
DOWN(ft)
RIM EL
UP(ft)
FE5#1-05#32
160
36
HDPE
1.5q
Ia.%
21.4q -
21.g6
26.0
J13#3-05#2
1 1510
36
HDPE
0.10
Iq.66
21.Aq
25.59
26.6q
POOLS ROAD
..re... •_"'tea �•._^'�'�•.,.^__,_,_ - ....�.��'�_;..��^ - j
PROJECT BOUNDARY
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 11.32 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD
INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND
SYSTEM.
6. WETLANDS SHOWN PER PLAN,
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF --PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING
TRANSPORTED OFFSITE.
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINN�V
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR
GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT
FINAL GRADE AND IN SEASON, FER"RUZE,, WATTF-R AND RESEED AS
REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS
STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING
DEVICES AND SPREAD EVENLY ACROSS THE SITE. GRASS THESO
AREAS IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING
DEVICES:
r
i
MULCHING MATERIALS AND APPLICATION RATES,
MATERIAL
RATE PER ACRE
QUALITY
NC0TiS
STRAW
1-2 tons
D �PP�, .
unu�ccthered; avoid uteeds.
5=1 sEomrmachine; m s
Abe tuck
TEMPORARY SEEDING
GRASS TYPE
1 OQ
1NG
INITIAL
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
SROYINTOP MILLET
1-2 LSS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT00S •
SEEDING
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH -- APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LES. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB, - MARCH
12 LBS. 10-10-10
MAY do DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEOEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-t0-10
FEB. -MARCH
1/2 TO i LB. N.
NA
9
14-38
17
VICINITY MAP
NOT TO SCALE
s = PROJECT BOUNDARY
a TRACT BOUNDARY
DRAINAGEBASIN
DA-2 DRAINAGE BASIN LABELS
?--- EXISTING PONDS
r
CURB INLET
FLARED END SECTION (FES)
JUNCTION BOX
29 MAP FOR RECORDED LOT #
F 0-1 LOT # IN STORMWATER PERMIT
IMPERVIOUS CALCULATIONS:
OTHER/OFFSITE = 311,406 SF
TOTAL. -- 311,406 SF
TOTAL TRACT AREA -- 493,100 SF
IMPERVIOUS AREA (100) = %
TOTAL AREA
311,406
(100) = 63.15%
493,100
SHOW EXISTING POOLE ROAD t L.MN
B BACKHOE ROAD, UPDATE STORM
POND, REVISE OVERALL BUA 02/13/15
AND X IMPERVIOUS.
A ISSUED FOR REVIEW JSB
q/11/06
REV.
• DESCRIPTION RATE Y
NEVI MN S -
NOTE:_ THE ORIGINAL
I11,,,,,
STORMWATER DE51GN WAS
,.��`���� CARP ```%,
PREPARED BY K. DAVIS
FENNELL. THE PROP05ED
;
MODIFICATION 15 INTENDED
=
SA
TO MODIFY ONLY TH05E
20563 _
ITEMS INDICATED BY
REVISION CLOUDS. NO
OTHER CHANGES TO THE
PREVIOUSLY APPROVED
PLAN ARE PROPOSED,
Nil
e1
a er or
OF THE CAROLTN'A.S
` A nG r �n
ENGINEERING
151 Pule Rd.,Suite 100; 8elville, NC, 26451
TEL [phone]; FAX [phone]
www. capefearengineenng. com
N.C. LICENSE # C-16,21
PROJECT
650--001
NUMBER
SCALE : 1 "=80'
DATE : FEB 2015
PATH P-.\650\650-001\DWG\650-001-SW-N.DWG
BY-
IZACT IN#
I~ EB U 5 L z
PROJECT NUMBER SHEET NUMBER
6,50-001 SW-N

EN L CAI" NOTES:
1) THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
SDMH
STORM DRAIN MANHOLE
FH
FIRE HYDRANT
DI
DROP INLET
CI
CURB INLET
SSMH
SANITARY SEWER MANHOLE
WL
WATER LINE
IE
INVERT ELEVATION
RIM
RIM ELEVATION OF STRUCTURE
LF
LINEAR FEET
DIP
DUCTILE IRON PIPE
PVC
POLYVINYL CHLORIDE
ELEV.
ELEVATION
GV
GATE VAI VF
MIN.
MINIMUM
TYP.
TYPICAL.
HP
HIGH POIN-1
LP
LOW POINT
CONC.
CONCRETE
RD-,
REINFORCED CONCRETE_ PIPE
CMP
CORRUGATED METAL PIPE
TBM
TEMPORARY BENCH MARK
STA,
STATION
BOA
BLOW OFF ASSEMBLY
NIP
NEW IRON PIPE
CB
CATCH BASIN
FES
FLARED END SECTION
OS
OUTLET STRUCTURE
JB
JUNCTION BOX
CI
CURB INLET
PLANTATIONMAGNOLIA GREENS
GOLF
. , .....�€,. , :... ., ,... ,, .. :. ,,.. t;;, , ... ,. .,: �,.g. tt it , r k ,c«, •P''s g , �,..� a ,"s sa ,,aut(tll 4�u Ir¢1°IWiyttre =�1I> �:�js� lG�j --s, aj .s�al't;
.. , ::>:, ..,-„y .>.:,.w , ...,., --., R, z, x .0 ...<..__ Css. t ;,1 '....,,. .. ;,,.� _ ,:, c. 6 ,.°.. <.. ,:-� _=':�t't, 3 to N,'yJs•,r.'
Adft
-¢ :v
e�
{{
x F.
INDEX
,W -A
I RACT 'A'
SW—B
TRACT 'B'
SW—C
TRACT 'C'
5W—u
'I KACT 'D'
SW—E
TRACT 'E'
SW I
TRACT 'F'
SW—G
TRACT 'G'
SW—H
TRACT 'H'
17:W I
TRACT '1'
SW J
TRACT 'X
SW—K
TRACT 'K'
SW-L
TRACT 'L'
SW M
TRACT 'M'
SW—N
TRACT N
NOTE: THE ORIGINAL
SIORMWATER DESIGN WAS
PREPARED BY K. DAVIS FENNELL
AND WAS MODIFIED BY PERRY G.
?9
°
DAVIS ON 02/13/15 AND
02/04/16. THE PROPOSED
MODIFICATION IS INTENDED TO
E
0�30 7Q�°
F °°�jj°F�o°�p��
MODIFY ONLY THOSE ITEMS
CLOUDS.
INDICATED BY REVISION
NO OTHER CHANGES TO THE
PREVIOUSLY APPROVED PLAN
,ARE PROPOSED.
= PROPOSED REVISIONS
TRACKING CHART
t t t t t t t t t t d t

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LeE FRAME, GRATE & HOOD
S48*35'30"E
N.C.D.O.T. STD. #84
;A94
EMERGENCY OUTLET #2
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4 �v 00
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099.74' S 8-35-10-E -E
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S48'35'10"t $53*35'30"F- "A
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j S27'42'40"E,�
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S5513*20"W S49'05"00*E 87
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6" S-O" 6"
20.52' sia
PROJECT �,4144
W 787-81
\ VN,
OVERALL S41'26'00' 0-7
an- am- mommoorimmumm am RM.- I= S48'JV30'E 7
51.20' C'4
C
WAT- y
0
z
j
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6" 2*-2'0 6"
S12*01'20"W
0,
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0"
-0"
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7578' `Pq 2NX 3j
(SEE SHEET SW -I) �A, --
1 11 1 40.90'
I I I ., I ---------- 0, 5­
TRACT 'I
W" 103.06,
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EMERGE v S12*M'20
X
S(P 94.65' f, \\\N�X% C14
T 'Y
WSW
ml
'io 0 A,
A\\
S
30.97 -SO41 E A
LN 26.72'
A
Ni,
`204
7 %
IRRIGATION
17'3
(0
I So% A
)91.ew S31.01,
U>A
TION X
"o- 20'E PLAN SECTION Y
1.00.
S1555'
xy
4
4? 298
'L, , a Af.,
IN j V, L
A 34.29'
A
'N, 0
­,0 x
f PUMP
4 UMP
MS'M'201
;0314'10'E
(D SEC
6&05
N
04, 'E
�9
NN
17,49' 58. N,
N24!33i�-
4- -
S09*W40 C1 IRB 11NILET
\ 1� . '1\ A;� ­11 "'If � , " �,� U
0
'40-1 O-E S2412'50'E 1&001
N33
A
fit
I ­­ - I-- I - , " I I I �, (1 1. 1 - " , f S:
25.47' *30"E
x\
58.81' \V\
�v 2738'20'E V\\ NOT TO SCALE
46.1;Y
Y, N41'26'10*E
0
200'
0 200' 400'
v "E
1'35
1 50' ROW,
'A V
S, UT, 50' ROW
I INCH 200'
25'
\ ��\, 25'
v-
x/ cro
25'
90
4'
25'
s733W2eW- . ; � 1 � 11 % , \
13' 12' 12'
50AWN,
\1 NAN
J A \.II'
TRACT H
N
lop
101 11% 21 1
A
N, %,!� " 20
%
10,
2v
13' 12� 1 13'
I 0'45'30'W
A\ 1000F,
j 65.52'
-n, A,
"0 Y11 T
F
V FT
p
N)p
-,f ' I': /'," l &e " A 21 10, 21
N 92.62 -H)
,(SEE, SHEET SW
_q,
yy, '40-
S32-55
J
W Elr�a IN 1-1/2m 1-2
A
'A
N, N., /2
X-,
\K� N \ -0- "
4 -v
L-85.73 99.21'
N88V8'50"E S6437' NA
Vy 3118, 6
N, 24" ROL MIN.
"N� V1. , 11
Puzu t
-TER
------ -L CURB & 6 MIN. rill 6" ABC
3; RB &
GUTTER (TYPI 8 iIND PICAL) BE z
'7 51 -06 10 E
N RR Ci 64 0
\ y
X CL,
-7.50'
R- 6" ABC 24" ROLL CU LLI
, , I - ... -.../ ­ CAL)\ -C 47 T
4
U)
N,
'43'00 r
v
36.26'
U,
58.92' 6\ :�)TREET RESIDENTIAL STREET
J`,�, lln, 30.91V N111 4 30 E �11. \ \� , ""J"
4 S49*31'40"E k1ti I utj S72*18'20"W- v
- - "�, k� . ­ RESIDENTIA"\L
11-30*E-, 25 60'
10' ­, �- N75-430111 L-23.39
67.28'
N," ­­\N
8 STORM DRAIN SYSTEM.A
. ..... / TIE TRACT "E" NTO1
CB10 5.51
74.67'
v� 7N N62*54*30N
SECTION (CPOWN) SECTION "UPER-ELEVA Lj
�A
or - I A .-T OVERALL
TEr%)
-i*7, Al 4. N1 81330 t N, S7719'00*W
N"', W I
76.80 37.04' PROJECT
­1 7 Z" (ROAD F, PORTION OF ROAD 1) (ROADS G, J, K, L, M, N)
3. ";t
, �.qj -AN NBC NOT TO SCALE NOT TO SCALE
7'
WrYx "k- - - =11� ­1
N62'15'1 E
L-133.00 77,77171
46 61' 17 "40
ON
t R-2573.02 L
N13*41'40*E
N72*28'50"W
TRACT 'L'
S14'39'10"W 86.48' "'y
NNA T, 53.44'
3­26' 50' ROW
CB1 OD ----N75'31'50-W
N50152U L, P. :"� -% % , , -4F
j
(SEE SHEET SW
41.77'
V
,jk'v*.j R-1501 444­­� N,
251
y
(A,23.85-
(SEE SHEET SW-B) 'N N2010�21
TRACT 13 la -- , t \ " -­, -
0 --\ L-79.78 I ES8L,
)"E 25'
3.35'
235.27 IRRIGATION,
S65'48*50*E 16' 9 9. 16'
PUMP
v v i
< 7.34 Y 00m,
'4' S315*3�40 j 1 aO.47' 2 S30"4610-W 7'
)3' 7' 21
f3' 20
3>-\ G
S2010'50"W
M71
< , , - i, - I V 508*40'30 XS14-2�iio"E
8 2 .16' 17 F-T.
I", Nk I
1/4'�' Fr
C88K 35-04* 3&50'
4� -11ir I
552'58'00"E, I T
F
L=61.37
TR A C T V 1"/ FT.
64.01' v,
H1 VER BAY
R=44.00 i Ip 24" ROLL CURB & 1-1/4. 1-z-
-TER (TYPICAL)
(SEE SHEET SW-M)
48.71'
NA10ow W
v,
R=44.00
GU
6" ABC
M&P-wo
t I eIN ;i z
CB8j
10*W
;6n TRACT 'E' 15" 6" MIN.
L4 BEHIND
A _4�,7 -:i R
�41 - -- ---- --d 204
in (SEE SHEET SW-E) CR2C CURB 0
�4
L-393.25 f
R-350.13
ONE-WAY RESIDENTIAL STREET
f
yy U IN TRAC I u
I R R I G A TI i
C V f
88H
PUMP
N­- C C88B NN,
4 1� -
(SEE SHEET S'vv-u FESBA
X/,Q SECTION (SUPER-ELEVATEr"11)
c 11E TRACT "E" INTO � f
1 4-- k 'kis 0
R-44= - i 'i x (PORTION OF ROAD 1)
­�---­PIRE-H-ARMEST C STORM DRAIN SYSTEM CRIIC 3
J, IGO. NN
IR
-z
N,
PUMP
L;b /H I NOT TO SCALE
IRRIGATION
Fi-iSIE- 40 ROE
C
-i --- - - ES11C
L-43.38 w-I C88
10.
oirw A I
Z-725.00 7171
t
4", rW PUMP S -4
- ----- -S6l'27"lC0'W
L=61.37
NN 388F 1914.1
J
/N
0 X­ JB91D R=44.00 S28*32'20'E
C87 Util I - CB48 IN,
!� , 50.00"
R-576,N3 L=26.17 - - -- - -
--mmmounmw A ­908 1 -1-ft
1,1361 , 1'20'E�/�xl I I - "':
P­
L CE38 , Cal I A-`
.00 7-
55.2S;, 414 R=18.0,0 I
,. 37
Of 7/,' __ftow- 40 FES5B 5V30"w
L-xIl35.54
-3, R 125&00 38.78*
tj R %.00
TRACT
L=5539.74�'�l L-79,162
e, C
R-625.00 (SEE SHEET SW-K)
IV SZ4"JW4'0W0*E' FESIS 3J S335 -
t 24.44'
CB9A
C86 C83K
T e6-
IL N
LILI
35
0 6
7
/6" C86B f vs
E -T
_N
C84C
`e-,,,,, 7 N6735'20'E 054AI,
72.22'
1 0
IRRIGATION
f 71 1 -­1
1) , 7`7,j" - �,N , ,
N
X,,;;7:7,--, `7
pump!i
50' MIN.
4
FES6A OS3M
erlr
y, C133J
FE
V CB3K 5)z e,
z 4 log,
INLET/OUTLET
NN,
CB3(I)
71 (0 TOP OF BANK PIPE
7 71
.�-Zoj / FES3L (VARIES)
U) ------
x
F
U
R
f
W+)'� h
0 S66
#4 STONE C\j
I(J
te I Witt
-X L
h, 7t&
Uj 3
4- r­j
N. LOCATION VARIES)
% 3' MIN.
C
_J) DEPTH*
R ACT L- 86. 77
TRA C T J ' -1, A'0' (�, I
y",
71 FES3H
Of
ell
f
r f
!X RIP RAP (SI7E NORMAL WATER
PLAN
2
4 k
"N� 7� OS31D
11 1/ r
7
15'
v
3
35'
0 IN
FES3A
(§EE SHEET SW C83C,
MAX DEPTH
Y
t-572-3a
VA
K", MIN EPTH
FES3r.
z�, ILET ILET
PIPES
CB 3F
%,,, ­Nrl-Il.,
`27�W
N IRRIGATION RIES
NNN (SEE SHEET SW-C) 1>�,
f
CB,3B 181,
SECTION OVERALL NN, PUMP AT I
`N V, 4
PROJECT
CB3E ';0'
t73 C OTE: BOTTOM ELEV.
f
ky, f,/j VARIES BUT IN NO CASE
10 \h, F
TEMR. BOUNDANY AC
CONSTRUCTION Ix
N JBIIE
S72'22'00'W CBIB- 18" 13EI-OW INL.FT/OUTLE1
41.46' PIPE INVERT ELIEVATIONS.
NOT TO SCALE W
v, SHALL BE LESS THAN
0.
�Iljf S72'22'00'W
4,
ENTRANCE A ��(SEE SHEET SW
/X
'N,
-W "t?, .0, B5 III
S801W20
yv".,,
­j 'A
X� ( 1- 1" .-- / '\ 4'
N ;0, \Y/
CU1 A.,,
YZ NOT TO SCALE
J
TYPICAL POND SECTION
GENERAL NOTES:
X W
>
N35*01'00
81-38' J84
IN SOME LOCATIONS 3' MIN. DEPTH CANNOT BE
1 CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES -
ACHIEVED DUE TO THE PRESENCE OF COQUINA
N23*16'00'W
V.
137,90' TIONS.
BEFORE BEGINNING CONSTRUCTION. N. k
N x 4 AND OTHER GEOLOGICAL FORMA
N18*37'50"W
70-
S89'28`50"W J83
99'32
2.
TRACT 'A' AREA 24.79 AC. %
CB2
X
01
in,
-VORTEXSUPPORTSAND -HAND WHEEL FOR
3. NO WETLANDS ARE TO BE DISTURBED BY THE IMPROVEMENTS SHOWN FES7 ANTI
14 60"0 X 24" TRASH RACK NTH
z" 1, g
Olt.
ON THIS PLAN.
EXPANDED ALUMINUM TOP 8" LOW LEVEL
1%
4 0
EL 21.32 OUTLET
­qf/
4. LIMITS OF DISTURBANCE CONCURRENT WITH PROJECT BOUNDARY
UNLESS OTHERWISE SHOWN.
>Itx./� X
-A,
411
"6
PROJECT
A
N
N,
NN N"\V N, BOUNDARY
5. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS DIRECTED BY X.
ONS.
It
r
ENGINEER SUBSEQUENT TO FIELD INSPECTI v EL. 20.28
=F 1� x
NN,
>
6. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM. TR A C T G
xf "N,
A 4�
v\.1", N, (SEE SHEET SW-G) 10
7. ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS. z X
,A
4p, RECIRCULATION PUMP
A,
>
o
NN, NORMAL WATER SURFACE
X
</ EL. 19.0 (CONTROLLED BY
N,
SEDIMENTATION MAINTENANCE PLAN
N.
FOR STABILITY AND OPERATION FOLLOWING EVERY
\7
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE NNX " , /I \ -
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED "40F 0 /E\(
MINUM
Xe
Y" NN 36"0 ALU
X,
6 Ix \1 \, I ". "" , r:,,'.'\ \�
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO CMP RISER SECURE STEM
-XI
MAINTAIN ALL PRACTICES AS DESIGNED. <
EXTENSION TO 36"0
.,�SUPPORTS TO
X RISER. SPACING
AS REQUIRED
ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE. T
IN t
CN,
A',
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY IN STAKES P DROP INLE v
z/- EXTENDS 10' FROM TOP
WITH GRATE
SEDIMENT FABRIC WITH EASEMENT
7 24 SLUICE GATE
OF SLOPE ON BOTH SIDES
N,
nN
WIRE BACKING X
'N' 36" ALUMINUM CMP
SEQUENCE OF CONSTRUCTION X ....... .�;Ic " \ .. 1, (1 11 / S89-M;00-w,
N.,
ll. x
RUNOFF WATER X \>\ , 1 11 . `
79.93'
0 -VARIES EL. 17.16
V01TH SEDIMENT ,k INVERT EL. 17-06
-7-
I MIN. 3 1
PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING. A
< N,
VARIES
UJ
2. DETERMINE AND MARK LIMITS OF DISTURBANCE. A 9077t
UJ 0
UNKNOWN
TRACT 'N'
-71� -IM,
i - I DROP INLET
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES. :-,. I -
j)
j)
j),
T z
z
BURIED (SEE/SHEET SW-N) 0
j,
4, SEDIMENT FA I
lx�
CONSTRUCTION OF SWALES AND ROCK DAMS. SWALE
<
T
5.
-5-
TOPSOIL REMOVAL AND/OR STORAGE.
x",
1 6,
INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7
SEDIMENT FILTER FOR DROP INLET
0
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5 OR
NOT TO SCALE
I
GREATER).
I/
Lo---
0
- ----
7.
PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
X
NOTTO SCALE Tl I
#6 REBAR AT 12- O.C. EACH
WAY INSTALL 24"0 RISER 3
STORMDRAIN SCHEDULE* LOCATIONS
*NQIL-, ORIGINAL STORMDRAIN DESIGN INFORMATION SHOWN. EMERGENCY 0"'UTLET #2
ONLY ITEMS INDICATES WITH REVISION CLOUD HAVE BEEN FIELD VMIFIM
STRUCTURE DETAIL.
U-1 TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
X
0 8. PERMANENT GRASS SHALL BE, INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
to
-4
to
Ln TO ESTABLISH A VIGOROUS STAND OF GRASS.
9 AFTER -COMPI ETION OF (-1 0NqTPH(-TI0NI Akin T1417 (ZITP I1Z IZTAQII 17C-r) POND SCHIEWLE
z
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
21-o'
2!-Ow
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
REVERSE
STANDARD SECTION
MULCHING MATERIALS AND APPLICATION RATES
ROLL CURB &
GUTTER DETAIL
0
0
00
r-
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dq4 uncho ed,
unweatherex; avoid weeds.
P
Should come from wheat or oats;
spread by hand or machine; must
be tacked down.
6 ATE VALVE -
GROUT
24*0 CPP
PERMANENT SEEDING
r10
Ln
Q0
0-
NOT TO SCALE STD. CAST IRON
//"- FRAME & GRATE
36"x 36"
PRE -CAST
CONCRETE
TEMPORARY SEEDING RISER BOX
0
0
GRASS TYPE
AMOUNT/I
1000 SF.
TIME OF
I SEEDING.
INITIAL
FERTILIZATION/1000 S
MAINTFFJANCE
RYE GRAJN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS� 10 10_10
NA NA
NA
GRASS TYPE
AMOUN
1000
TIME OF
SEEDING
ERTILIZATIC
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LISS.
APR. THRU JUNE
25 LBS. 10_10_10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. SEPT.
12 LBS. 110-10�110
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRUI OCT.
FEB. THRU
25 LBS'. lo-10-10
FEB. - MARCH,
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N
SEPT. OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-lo-10
FEB. MARCH
1/2 TO 1 LB. N.
NA
NORMKL-
RISER
TOP RISER
WATER
SURFACE 0
INVERT
PIPE SIZE
STRUCTURE
ELEVA71ON
ORIFICE
ELEVATION
ELEVATON
#31)
23.00
21.00
20-15
62 LF 24" HDPE 0 0.087.
#4A
22.00
20.00
19.00
1140 LF 24' HDPE 0 0.20%
OS#4Al
22,00
-
1 21.60
IVARIES, SEE SHEET S ��M�
BLOCKING IN SOME LOCkTIONS 3* MIN. DEPTH CANNOT BE ACHIEVEI)
DUE TO THE PRESENCE OF COQUINA AND OTHER GEOLOGICAL
GATE VALVE DETAIL FORMATIONS.
NOT TO SCALE
%ff, GATE VALVE DRAIN IS OPTIONAL AND CAN BE INSTALLED
AT DISCRETION OF PERMITTEE. PORTABLE PUMPS TO BE USED
TO DRAIN DOWN PONDS FOR MAINTENANCE WliERE GATE VALVE
LINE
LENGTH
(ft)
SIZE
(IN.)
MATL
SLOPE (7-)
INVERT
DOWN(ft)
INVERT
UP(ft)
RIM EL
DOWN(ft)
RIM EL
UP(ft)
LINE
LENGTH
(ft)
SIZE
(IN.)
MA`rL
SLOPE
INVERT
DOWN(ft)
INVERT
UP(ft)
RIM EL
DOWN(ft)
RIM EL
UP(ft)
FES9E-JB9D
60
18
CPP
1.92
19.00
20.15
20.50
30.75
OS4A1-GB4B
51
24
CPP
0.49
20.00
20.25
23.00
24.87
JB9D-JB9C
220
18
CPP
0.25
20.15
20.70
30.75
25.37
CB4B-CB3J
48
24
Opp
0.20
20.25
20.35
24.87
24.87
JB9C-CB9B
140
18
CPP
0.25
20.70
21-05
25.37
23.86
CB3J-C83K
65
18
CPP
0.20
20.35
21.00
24.87
24.87
C898-CB9A-
22 1
18
CPP 1
0.23
21.05
21.10
23.86
23.86
CB4B-;-CW
88
18
CPP`
0.20
20.25
20.93
24.87
24.97
FES3H-CB3(l)
40
18
CPIP
8.00
1&00
19.50
24.89
CBBH-CB8G
22
18
CPP
0.25
20.60
20.65
23.53
23.53
C83(l)-CB3J
62
is
CPP
0.50
�21.20
21.51
24.89
24.78
CB8H-CB8E
205
24
CPP
0.20
20.10
20.50
23.53
24.75
C83J-CB3K
50
18
CPP,
0.50
21.51
21.76
24.78
24.74
CBSE-CB8F
22
is
CPP
0.50
21.00
21.10
24.75 ,
24.75
FES3L-OS3M
100
18
CPP
±18.00
22.63
19.50
23.29
CB8E-CR3E
85
24
CPP
0.25
20.50
20.71
24.75
25.03
FES3A-CB3B
44
24
CPP
6.60
17.00
20.00
19.00
23.78
FES8L-CB8K
323
24
CPP
1.08
17.00
20.50
22.30
24.22
CB38-CB3C
36
24
CPIP
0.28
20.00
20.10
23,78
23.78
C88K-CB8J
177
18
CPP
0.25
21.00
21.44
24.22
25.24
C93C-OS3D
62
24
CPP
0.08
20.110
20.15
23,78
23.00
CB8K--CR2C
61
24
CPP
0.25
20.50
20.65
24.22
24.23
FES3G­CB3F
56
18
CPP
6.25
18.50
�22.00
20.00
25.36
FES8A-CB88
64
24
CPP
4.80
19.00
22.05
21.00
1 26.31
CB3F-CB3E
36
18
CPP
0.28
22.00
22.10
25.36
25.36
CB8B-CB8C
22
18
CPP
0.50
23.00
23.10
26.31
26.31
C588-CRlC
83
24
CPP
0.25
22.05
22.26
26.31
26,50
FES7B-C87H
60
24
6.60
18.50
22.45
20.50
26.86
C87H-C87G
22
24
CPP
0.22
22.45
22.50
26.86
26.86
JBlE-CBlB
l5b
18
CPP
0.20
21.65
21.95
25.50
25.01
CB1 9- C81 A
68
18
CPP
0.10
21.95
22.02
25.01
24.94
FES7A-CE37D
50
24
CPP
6.60
18.50
21.80
20.50
26.02
CB7D-CB7C
22
24
CPP
0.22
21.80
21.85
26.02
26.02
FES1-CBl
22
42
RCP
01.19
18.32
18.36
21.82
27.61
ill
42
HDPE
0.19
18.36
18.57
27,61
27.36
CB2-FES7
18
42
RCP
0.15
18,57
18.60
27.36
22.10
CB2-JB3
326
36
HDPE
0.10
18,57
18.90
27.36
25.45
J83-J84
150
36
HDPE
0.10
18.90
19.05
25.45
26.50
FES6A-CS68
313
18
CPP
9.00
18.00
20.99
19.50
25.12
J84-JI35
44
36
HDPE
0.10
19.05
191.10
26.50
27.13
C86B-CB6C
22
18
CPP
0.50
20-99
21.10
25.12
25.12
JB5-JB6
143
36
HDPE
0.10
19.10
19.24
27.13
27.80
FES6D-FES6E
140
24
CPP
0.00
19.50
1 19.50
21.50
21.50 1
CB10B-CBIOC
20
18
HDPE
�0.25
19.95
20.00
22�50
22.50
I
CB1 08-CB1 00
86
18
HDPE
0.50
20.00
20.43
22.50
22�93
FES5B-CB5A
60
15
CPP
1 7.18
18.00
1 22,31
, 19-25
26�20
CB11B-CB11A
22
18
HDPE
1 3�06
1 22.82
23.48
27.23
27.23
FES11C-CB11B
61
18
HDIPE
1 2.98
1 21-00
22.82
22.50
27.23
PROJE-T BOUNDARY
TRACT P9,114-NPARY
SWALE
LAIti I'ING PONDS
POND NO. (SEE POND
SCHEDULE THIS SHELF)
CUUH INI F I
IRRIGATION PUMP
IMPERVIOUS CALCULA11ONS:
STREETS = 273,000 S.F.
SIDEWALKS = 10.459 S.F.
TOTAL - 283,459 S.F.
TOTAI- TRACT AREA = 1.079,836 S.F.
IMPERVIOUS AREA (100) = %
TOTAL AKE-A
283,459;z (100) = 26.25 %
l'utu'000
E
UPDATED LANDPLAN FOR TRACT M,
EMN
03/22/181
UPDATED ROAD IMPERVIOUS CALC
REVISED EMERGENCY OUTLET #1
AND #2 TOP ELEVATIDNS, REVISED
POND DEPTH TO 3 FT (MIN).
LMN
ADDED ADDITIONAL OJTLET
STRUCTURE POND 5, AND OUTLET
STRUCTURE POND 4 k REVISED
OUTLET POND 4, RELDCATED
D
OUTLET STRUCTURE/PIPING POND
3. COMBINED [0-1 A2 AND M2 INTO
1-0-1 14R- TRACT V. REDUCE
TRACI BOUNDARY PLR REMOVAL
OF LOT A2, REVISED OVERALL 13UA
02/13/15
% IMPERVIOUS CALCU-ATIONS. ADD
POND SECTION DETAIL. REMOVE
RECIRCULATION PUMP, MODIFY
GATE VALVF DEJAIL.
MLT
C
REVISED PER DWQ COMMENTS CAPE
6/27/08
FEAR ENGINEERING, INC.
ADDED LOTS 8 THRU 13 CAPE
MLT
5 30/08
FEAR ENGINEERING, INC.
A
LOT A2 ADDED BY FREELAND
MR
1/23/07
AND KAUFFMAN, INC.
REV.
�
DESCRIPTION
REV.BY
�t TE
#
NOT TO SCALE
STD. CAST IRON
ORIFICE PIPE INVERT
FRAME* GRATE
TOP EL.
AT WATER SURFACE
WATER SURFACE EL.
36"x 36" PRE -CA*
WATER SURFACE EL.
CONCRETE RISER
AT OUTLET
BOX
OPTIONAL 6n GATE
X
VALVE (SEE GATE
VALVE DETAIL)
PIPE
SIZE
INV. EL .
1NV. EL.,
SECTION
STONE
BASE PON D
RI!5**�ER
NOTTO
SCALE
3,000 PSI CONCRETE SIDEWALK,
SCORING 0 8' INTERVALS,
BROOM FINISH, SLOPE 1/4- /FOOT
3/8" x 3/8"
IN DIRECTION OF DRAINAGE
1/20 EXP. JOINT 0 24!
INTERVALS TYP. & AT ALL
RADII INTERSECTIONS
COMPACMD, SUBGRADE
uuNCRETE
SIDEWALK
DRAINS ARE NOT IMCZTAH Pn
NOT TO SCALE
00--
NOTE: THE ORIGINAL
STORMWATER DESIGN WAS
PREPARED BY K. DAVIS
CARO
FENNELL AND WAS MODIFIED BY
........
PERRY G. DAVIS ON 02/13/15
AND 02 04/16. THE PROPOSED
MODIFICATION IS
E
0,30507
INTENDED TO
MODIFY ONLY THOSE ITEMS
INDICATED BY REVISION CLOUDS.
/A
NO OTHER CHANGES TO THE
PREVIOUSLY APPROVED PLAN
ARE PROPOSED.
iN
aF IrHE C:ARC�]Ln-�As
CAF�E F R
EN Go ` I N E E Kr**, I N ka
151 Poole Rd.,.Suite 100; 801016, Nt, 28451
TEL [phone]; FAX [phone]
www.CaPefearen-qineering.com
N.C. LICENSE=# c- 1621
PROJECT
650-001
NUMBER :
SCALE 1*=200'
DATE MARCH 2018
PROJECT NUMBER SHEtT NUMBER
5 " - ""' " 1 W-A
U UU

0
1B9�9s
EXISTING j
VEGETATED
\ Syy,��C
PROJECT & TRACT
'B' BOUNDARY
�b� RISER EiM2i 494r' M wq }�
_STRUCTURE #1. 124 25
`POND #10 - `\ \\ ❑
_ 129
\ S•
ACT 'J'
TR\_ -.a` `� •`
CSEE SHEET SW-J) \� 4010.
\ _
1 36ft"9`pp W♦\ '1
19'-6" X 12'-1" \
STRUCTURAL PLATE
ARCH CULVERT N31
(BY OTHERS)
50' ROW
25' 25'
13' 12' 12' 1 9' 4'
2' 10' 10' 2'
1"
1-1/2" I-2
24" ROLL CURB & 6" ABC 6" MIN. Z
GUTTER (TYPICAL) BEHIND C14 o
CURB
RESIDENTIAL STREET
SECTION (CROWN)
NOT TO SCALE
50' ROW
25'
25'
13'
12'
12' 13'
2'
10' 10' 2'
InF1.--
0
0
00
1-1/2" 1-2
�
24" ROLL CURB &
GUTTER (TYPICAL)
6" ABC w
6" MIN. ? o
�,
BEHIND V)
o
CURB
/
0
W
RESIDENTIAL STREET
SECTION
(SUPER -ELEVATED
�
NOT TO SCALE
0
z
50' ROW
25' 25'
o-
U
16'
9' 9' 16'
2'
7' 7' 2'
_... FT.-
00
0
1/4".
"
1 a FT.
1-1/2" 1-2
j
24" ROLL CURB &
6" ABC '�
o
GUTTER (TYPICAL)
N
BEHIND
CURB
0
Ln
%
ONE-WAY
RESIDENTIAL STREET
SECTION
(SUPER -ELEVATED)
2
I-
NOT TO SCALE
1'-0" 1'-0" 1'-0" 1'-0"
1
A - q - - A
io
2'-0" 2'-0" A
REVERSE SECTION STANDARD SECTION
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 92.97 AC,
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT BOUNDARY
UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS DIRECTED BY
ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. WETLANDS SHOWN PER PLAN.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY
TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY
IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE.
MULCHING MATERIALS AND APPLICATION RATES
(SEE SHEET SW-E)
li
1 I
i
PROJECT & TRACT
4
i� 11 12 13 14 'B' BOUNDARY
G
12 ❑�� O 13 14 15 ,
O 16 V
15 PROJECT & TRACT
DA-2 16 17 'B' BOUNDARY
HP 24 RIM=21.75 17 18 i
C tE=18.50 I
- 18 19 I
RIM 21.75
__ 35 20�' DRAINAGE_ � � •.._____
36 ❑ EASEMF-NT' (TV) IE `8.45 1 g
=35 / O 20 10' IMPERVIOUS
36 B34 / WALKING TRAIL
33 / 32
33' / 32 31 /_ -._. -- �,'
IN=17.80 2;1, �!= =EMERGENCY FALL #1 -
-- IE OLT-16. 31 30 22 �!- -� �. -STRUCTURE SEE DETAIL \ 1
POND #$• �- _ _� _. _ .vim - ,• ` ., �,,,��.-� � ��!v � ' I . 1
\ \� . \ 30, 22 7- ' /yM \ THIS SHEET \ i
-40V 24"CPP \� -`
`_.
29,\ G)
�f
521
O
\_ \25\ ``
zs 26 REMOVED
---- - .'•y` �- -. =' LOT �_ `- \. \_ -\. -• ,• �` �\_ � \\ \ \ �
RIM-22.36 I ` j \ \ ,� _` \- \ \ ` \A\ \ s
\ I ` -DSO 8204"CPP \ a 3.5g _ _\ ~ \ �• \ _� \� 1\
\ _
\ I \. \
10, I e- PP
` IE� 8.0-
v � l
55 f - - - - _I _v.. A ��. '� I' v IST G LA E v v v
DA 7 ./ IE IN=17.80 � � �\'` ..� � ._ '\. \ / N65'44'00'E._ `\ ''
'IE IN=17 8.00 I ,. ` � •E , 23.90' �a EXI IN K �'
12 \ �. _.i°5�•5fl -�, - - - NWS=19.0
57 _
� � ` • � -\. ` �l s�•� � ���
561 \mot , •� 1 \\ , \� \ ' - .� _.� ^\. \: _
58
CPP-` \ IM"22.00 ❑ \ / ` IE
00
_ 1
404 WETLANDS
\ \ \ 65 RIM 22.29 / dM=21.93 �\ / I \ \ 11_ -,\ \\ \L ��_ ! \\ -�\ \\ •,\\ \ , \_ �_ �_ I I _
\.. \ a 18.68 ❑ �.\ \ I I
may, IE�19.So
E
DA-$ /
UO
I •�. 40L.F 240CPP \p, d*i � \\. \ '\. \ \. r \. .� \. - \_ �� .,�\. .\\•. ,�� I j
CIE=16.0
- \ 64
16R \ \ \ E IN=17.185 OUT- 16.00
80 -' �\ ..\ - - t \ _1 -`•_ \. \_ \ (I
18 89R \ \' IE> s. \ �- i J,-
60
/,. "_ `\ , -` \ //' \, I / . �.~. -\..•� l I (\!v� '..�j%-� '_ � -�� ` ` �` \_ .'\�. _,i "' _ -\�- '��- '`� '�� �-\� �+`_ ��. III .__ \
\\,' \ \ �._..\ `� 'N09'163 6'OO•W TRACT
1
55.34
< (SEE SHEET SW -I) \ \\, �� �\ ,\� _ ,��\�, \� ���� `�` ,�_ /►z R
Iv
\POND #8 \- \. �\ ` . ,_ _�•� ,2 3 . S } I
` \ `- -.~-\\,r�0•a 9 6 0 1 /
a.
9 �/
'2-N3S 2.32•
N161'30'W~` 6�,n " \ \` \ \)"�.`; /�
\ N43'2 ;yam TRACT 'B'
7 I 51,73"
55_16
_�Z.Z� N553T20"�- N21
- _ BOUNDARY
�
N16'21'30"W
O I 20 I 1� . \ • o I 51.73' i/ �•
U) I
I / I
:23.04 I
9.69
RIM-23.04
IE=19.69
O3/
96 ,./ �� _ 2 _ \N67'52'30"W
1E=� �0023
24.86'
HOPE
PROPOSED LOT BUA
LOTS 1-44
3,600 SF
158,400 SF
LOTS 46-88
5,800 SF
249,400 SF
LOT 89R
11,600 SF
11,600 SF
LOTS 91-102
5,800 SF
69,600 SF
LOTS 103-130
5,800 SF
162,400 SF
LOTS 131-163
5,000 SF
165,000 SF
TOTAL
816,400 SF
- \ °� o°i ``� NOTE: THE ABOVE LOT NUMBERS REFER TO STORMWATER
_ � \ , p0 � V v, 100 0 100 200
PERMIT LOT #'S WHICH MAY OR MAY NOT MATCH LOT
OS OD `� 6�66 NUMBERS ON RECORDED MAPS.
"E N08'52'00"E
1 INCH = 100
'30 r -- 20.44'
AO \
N23'01'10"E
64.63'
N34'28'30"E
29.51'
SCORING 08' INTERVALS,
3/8" x 3/8"
3,000 PSI CONCRETE SIDEWALK,
BROOM FINISH, SLOPE 1/4" /FOOT 1/2" EXP. JOINT 0 24'
IN DIRECTION OF DRAINAGE
INTERVALS TYP. & AT ALL
RADII INTERSECTIONS
A � v
COMPACTED SUBGRADE
CONCRETE SIDEWALK
NOT TO SCALE
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR
GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS
STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING
DEVICES AND SPREAD EVENLY ACROSS THE SITE. GRASS THESE
AREAS IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING
DEVICES.
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dry, unch ped,
unweatherePd; avoid weeds.
Should come from wh t or oats
spread b hand or machine; mush
be tackedY down.
TEMPORARY SEEDING
GRASS TYPE
11000 S .
OF
SUN IEE�ING
INITIAL
FERTILIZATION/1000 SF
MAINTENANCE +
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S .
TIME OF
SEEDING
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KEN- KY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY do DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
STAKES
SEDIMENT FABRIC WITH
WIRE BACKING
RUNOFF WATER
WITH SEDIMENT
BURIED
SEDIMENT FABRIC
RISER STRUCTURE SCHEDULE
STD. CAST IRON
FRAME &GRATE
WATER SURFACE EL.
36"x 36" PRE -CAST
CONCRETE RISER BOX -\
OPTIONAL 6" GATE VALVE
(SEE GATE VALVE DETAIL) -
INV. EL. C
STONE BASE
it 11L i
DROP INLET
.-
ORIFICE PIPE INVERT
TOP EL AT WATER SURFACE
WATER SURFACE EL.
N \ 1\1
PIPE SIZE
SECTION
POND RISER
NOT TO SCALE
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
"'ROP INLET
ITH GRATE
INV. EL.
STD. CAST IRON
FRAME & GRATE
36"x 36"
PRE -CAST °
CONCRETE RISER
BOX a
6" GATE VALVE
GROUT
24"0 CPP
.'.
CONCRETE BLOCKING
GATE VALVE DETAIL
NOT TO SCALE
NOTE: GATE VALVE DRAIN IS OPTIONAL AND CAN BE INSTALLED
AT DISCRETION OF PERMITTEE. PORTABLE PUMPS TO BE USED
TO DRAIN DOWN PONDS FOR MAINTENANCE WHERE GATE VALVE
DRAINS ARE NOT INSTALLED.
60"0 x 24" TRASH RACK WITH
ANTI -VORTEX SUPPORTS AND
EXPANDED ALUMINUM TOP--,,,
ELEV=20.44
10'
oR S
�c
G C Fll� POST
R FAeRI t,,�,P
�R F� qN V111. f
IL AL. 0 CAMP
ISOMETRIC AeRicgcT
SILT FENCE DETAIL
NOT TO SCALE
FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.038
cN
"
a
z 6 2 -2 6
ifl
04
'CIO
SECTION X
BACK OF CURB
X
N 'f
'7 3'-0" cV
�f
�-� X
PLAN
SECTION Y
CURB INLET
NOT TO SCALE
50' MIN.
,` - 35' _f�,,15' f
00
SECTION
TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALE
29.
R"?S
50' R/W
- - - 24' B-B
CUL-DE-SAC DETAIL
NOT TO SCALE
ELEV=19.24
I I
I I
NORMAL WATER SURFACE ELEV=19.0
(CONTROLLED BY RECIRCULATION PUMP)
36"0 ALUMINUM
CMP RISER -�
24" ALUMINUM
CMP
ELEV=14.44
HAND WHEEL FOR 8"
LOW LEVEL OUTLET
-SUPPORTS TO SECURE STEM
EXTENSION TO 36"0 RISER.
SPACING AS REQUIRED
r-8" SLUICE GATE
ELEV=14.79
<f
• • /- •.
4 ,, .
12" THICK BOTTOM ELEV.=13.0
CONCRETE • •
ANCHOR t,
4 z. `' � �<7 12
• • Z•
#6 REBAR AT 12" O.C. EACH
WAY INSTALLED THRU 24"0
RISER 3 LOCATIONS
EMERGENCY OUTLET#1 STRUCTURE DETAIL
NOT TO SCALE
END
PROJECT BOUNDARY
TRACT BOUNDARY
I11i1111iiI1iI DRAINA 1 ®AM
DA-2 DRAINAGE BASIN LABELS
r EXISTING PONDS
M CURB INLET
FLARED END SECTIOII (FES)
• IRRIGATION/RECIRCUTATION PUMP
29 MAP FOR RECORDED LOT #
10 LOT # IN STORMWATI R PERMIT
IMPERVIOUS CALCULATIONS:
STREETS - 244.322 SF
SIDEWALKS 24,394 SF
LOTS (SEE TABLE) = 816,400 SF
EXISTING IMPERVIOUS = 0 SF
TOTAL = 1,085:116 SF
TOTAL TRACT AREA � 4,049,773 SF
IMPERVIOUS AREA
_
TOTAL AREA (100)
1,085.116
1,1 iw) _ 26. 7 9%
4,049,773 I
E
REVISE MAP FOR RECORD LOT #17
TO 16R, ADDED WATERFDRD HOA
INSTALLED EMERGENCY MAINTENANCE
DRAIN, VALVE OPERATED
EMN
3/22/18
ADDED OUTLET STRUCTURE OS10D
FROM POND-10 TO POND-8 & STORM
PIPING, REVISED ELEVATONS
EMERGENCY OUTLET STRUCTURE,
ELEVATIONS REVISED R15ER
LMN
STRUCTURES 1 &2 AND REVISED
ELEVATIONS TO CONNECTOR PIPE POND
9 SOUTH, REMOVED POND-9 NORTH &
POND 9 SOUTH CONNECTOR PIPE PER
D
CONSTRUCTION, CONVERTED POND-9
TO POND 9 NORTH & POND-9 SOUTH
DUE TO CONSTRUCTION CHANGES.
COMBINED LOTS 89&90 INTO LOT 89R,
02/13/15
DELETT_D LOT45, RE -CALCULATED LOT
BUA, REVISED IMPERVIOUS
CALCULATIONS. MODIFY GATE VALVE
DETAIL.
C
REV. BOUNDARY & ADD
SIDEWALK IMPERVIOUS
BCE
8/13/04
B
ADDED WETLAND NOTE
JBP
6/25/03
A
ISSUED FOR REVIEW
JBP
2/13/03
REV.
#
DESCRIPTION
REV.BY
DATE
RFVlgiONq
NOTE: THE ORIGINAL
STORMWATER DESIGN WAS CAR���
PREPARED BY K. DAVIS ��
FENNELL AND WAS MODIFIED BY ��:oFtSS/p'•:L9 ';
PERRY G. DAVIS ON 02/13/15 =Qr
AND 02/04/16. THE PROPOSEDFJAL
030507 I
MODIFICATION IS INTENDED TO = �-
MODIFY ONLY THOSE ITEMS•�i°�l
INDICATED BY REVISION CLOUDS. '%, qB°°•°••°• °�
NO OTHER CHANGES TO THE
PREVIOUSLY APPROVED PLAN
ARE PROPOSED.
a er o�
OF THE CAROLINA-S
PE F R
ENGINEERING
151 Poole Rd., Suite 100; Belvill@, NC, 28451
TEL [phone]; ;:AX [phone]
www.capefeare'7gineering.com
N.C. LICENSE ## C-1621
PROJECT
650-001
NUMBER
SCALE 1 "=100'
DATE MARCH 2O18
WATERFORD
STORMWATrR DESIGN
TRACT 'B'
r'
APR I 1 I}1Ii
PROJECT NUMBER SHEET NUMBER
6 50- 001 SW- B

O
0
u_
i
3
v7
O
O
i
O
u7
W
O
2
U7
z
LU
ly
U
w
O
2
POND #2
GARDEN CLUB WAY
3 _ _
77
t
FES2
INV=18.81'
TRACT 'C'
(SEE SHEET SW—C)
r� 1,
---- -----
TRACT 'F'
BOUNDARY
30' 0 30 60'
� f
1 INCH = 30
.
/ WOODEN WALKING
L
TRAIL
r � /
D E F°
EXUM HOLDING, LLC
Lot #4
25, 645 s. f.
(11, 999.10 SF B UA)
NOTE:
TRACT 'C' & 'F' BOUNDARY / LOT #4 TO BE SOLD AND DEVELOPED BY
OTHERS. DEVELOPER RESPONSIBLE FOR =.
OBTAINING INDIVIDUAL STORMWATER PERMIT. LOT '
175.93 TO BE ALLOCATED BUA AS SHOWN ABOVE TO
—_—.--DRAIN TO SURROUNDING NON —DISCHARGE LAKE
C
S89'49'20"W —_BI SYSTEM FOR TREATMENT. LAND PLAN SHOWN IS
—RIM=25.89'
INV=19.88' FOR REFERENCE ONLY & MAY NOT REFLECT
20.04' / AS —BUILT CONDITIONS. �
MWF
i
I,
.. ................. E ►.__ __
I I ASSISTED CARE HEADQUARTER
AT WATERFORD
Lot #1 SW8 040105)
( 3 .. _.._._.._ ....._....
_
i
4, 6 J
= 6 1 .60 SF BUA)
NOTE:-
_ LOT #1 TO BE SOLD AND DEVELOPED BY y'
I.......... .OTHERS. DEVELOPER RESPONSIBLE FOR
.........__......_
OBTAINING INDIVIDUAL STORMWATER PERMIT. LOT — _."..._— -
a
TO BE ALLOCATED BUA AS SHOWN ABOVE TO
DRAIN TO SURROUNDING NON —DISCHARGE
_.._.......... - ARGE LAKE .._.._....._.
SYSTEM FOR TREATMENT. LAND PLAN SHOWN IS j--------.--
FOR REFERENCE ONLY & MAY NOT REFLECT I------"'--
AS—BUILT CONDITIONS...
i
I L
II ;
' s
jf ..
t I i t I $ 3 cs,W::ea^� nuuuuuwmumwmuuro=::: N i
1
D E D E
EXUM HOLDING, LLC EXUM HOLDING, LLC i
Lot #2 I Lot #3 w
36,000 s. f. 38,678 s. f. 16
(30,600 SF BUA) N
(32,876.30 SF BUA) N
o :=
I o
NOTE: I NOTE:
LOT #2 TO BE SOLD AND DEVELOPED BY LOT #3 TO BE SOLD AND DEVELOPED BY
OTHERS. DEVELOPER RESPONSIBLE FOR OTHERS. DEVELOPER RESPONSIBLE FOR
OBTAINING INDIVIDUAL STORMWATER PERMIT. LOT OBTAINING INDIVIDUAL STORMWATER PERMIT. LOT
N TO BE ALLOCATED BUA AS SHOWN ABOVE TO TO BE ALLOCATED BUA AS SHOWN ABOVE TO
I� DRAIN TO SURROUNDING NON —DISCHARGE LAKE I DRAIN TO SURROUNDING NON —DISCHARGE LAKE
o SYSTEM FOR TREATMENT. LAND PLAN SHOWN IS SYSTEM FOR TREATMENT. LAND PLAN SHOWN IS
FOR REFERENCE ONLY & MAY NOT REFLECT FOR REFERENCE ONLY & MAY NOT REFLECT i
AS —BUILT CONDITIONS. AS —BUILT CONDITIONS.
1
PROJECT &
FRACT 'F' BOUNDARY
179.04' 81.43' —.000000
S89'28'50"W W S89'45'40"W
POOLE ROAD
J ;
/
—......_..._............... ......... ...__.
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
STRAW
1-2 tons
Dry, uncho fed,
unweathered; avoid weeds.
Should come from wheat or oats
spread by hand or machine; must
be tacked down.
TEMPORARY SEEDING
GRASS TYPE
1A000U ST.
SEEDING
INITIAL
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 SF.
TIME OF
SEEDING
FERTILIZATION 00 F.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALI.
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA ('SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
I'
1
I
GENERAL NOTES;
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES
BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 4.05 AC. DISTURBED AREA = 4,05 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT BOUNDARY
UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS DIRECTED BY
ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT.
7. ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF —PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY
IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE.
M O
N O
O O
`II M I
♦ j
,-- —' �—
r TRACT 'K'
(SEE SHEET SW—K)
ED
1 •�
'i
;
F_ I
W I _—
! tl
E
0LL
1
cj� _ _ POND #1..
r
i�
W 1
0
J
0
t
1 I
tt;
a;
f� £
I
i
SEQUENCE OF CONSTRUCTION
1. PRE —CONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR
GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
t
LEGEND.
PROJECT BOUNDARY
IRACT BOUNDARY
DRAINAGE BASIN
DA-2 DRAINAGE BASIN LABELS
�---� r—� EXISTING PONDS
CURB INI I 1
Dogg' FLARED END SECTION (FES)
JUNC110N 13OX
29 MAP FOR RECORDED LOT #
10I 101 # IN STORMWATER PERMIT
IMPERVIOUS CALCULATIONS:
LOTS (SEE TABLE) 140,089 SF
TOTAL = 140,089 SF
TOTAL TRACT AREA = 176,418 SF
IMPERVIOUS AREA
(100) _
TOTAL AREA
140,089
(100) = 79.41
176,418
L
REVISED LOT BUA Al 1 OCA LIONS PER
EMN
04/17/18
DEQ CUMMEN IS
D
REVISE LOT 2-4 BUA ALLOCATIONS.
EMN
03/22/18
ADD PROPOSED LOT BUA TABLE.
INCREASE TRACT BOUNDARY TO ADD
C
LOT #4. ADD IMPERVIOUS FOR LOT #4.
LMN
REVISE % IMPERVIOUS CALCULATIONS.
02/13/15
B
ADD LOT LINES, BUA LIMITS
KDF
01/13/04
JBP
A
ISSUED FOR REVIEW
6/18/03
REV.
R
BY
DESCRIPTION
rDATE
-IIEVI S1QN S _ _ _ _,
NOTE: THE ORIGINAL
STORMWATER DESIGN WAS �,
PREPARED BY K. DAVIS ��,``¢�H CAROB
FENNELL AND WAS MODIFIED BY
PERRY G. DAVIS ON 02/13/15
AND 02/04/16. THE PROPOSED =� °off
MODIFICATION IS INTENDED TO ° 0305 �I
MODIFY ONLY THOSE ITEMS
INDICATED BY REVISION CLOUDS.
NO OTHER CHANGES TO THE
PREVIOUSLY APPROVED PLAN
ARE PROPOSED.
PROJECT
650-001
NUMBER :
SCALE 1 "=30'
DATE MARCH 2O18
WATERFORD
STORMWATER DESIGN
TRACT
APR 18 201P
z
Q
0—
PROJECT NUMBER SHEET NUMBER
650-001 SVV-F

I
I& _,_." zkk _-.__� ^ - -.- ^ -C."o- J% qc=p ^ ­-�
I
1. I
I N,*-M�.,,,A*-11 Nit*
I , IN �
I
FRAME, GRATE & HOOD I -.1W&I � \ .,
N.C.D.O.T. STD. #8 0.038 1 1;, . ;
I
I
�
�
�
- 1 "I-thtt"'.1 ­��W, - "i" 1
C-4 j / � _"',
"
,, � I ��`,�
I 2 � ,�, - - ��,,
to I I I � I '�'�"
-
�
;i 6" ' 27-221 1, 611
:2 �
-
0 ate
1. I -, - I I I I I
I , I � , .- 40 1 r I/ 11 1____1_1 W �.� U I 0 ! I , �_, \ , I kk I � �, . , % I
�, �,, � I ,,� ,,-� .-- I
I . : � I
1, . ; S,7tq. . - 1�1 � / r Uj . , "\ \�.\ \ 11 PIPE DIA. C31F _rHE CARC)11L31W_,kS
I I I J� - . ,, , , " ­� I "
, I I I . ; , � C14
� I � r% - ILL �;� ,: . 11�1 \ 'I, �
�
,
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1-2 tons
Dry, unchopTed,
,
unweathere ; avoid weeds.
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read by hand or machine; musi
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MARCH - APRIL
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FE UE, TALL
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SEPT. THRU OCT.
FEB. THRU OCT.
1
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FEB. - MARCH
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SEPT. - OCT.
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SERICEA
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1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND M14 \ z I I/ " \ \ � (/ ,-� � Yf, ,9 z , ,,, - , -1 a ­ \ 1, N
UTILITIES BEFORE BEGINNING CONSTRUCTION �k\ 4:: � \ 8 b, � , / -�p '/' / - A
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2� PROJECT AREA = 11.4.27 AC. DISTURBED AREA = 114.27 AC. ,- 11 � $t' \ - " - \ \ - r \ 8 \ "Ill 7 1 1, - � / .) � ,/ r ") j t") (", � _. I \ \ � '%� \.1, ,,, �', \ �
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3. NO WETLANDS ARE TO BE DISTURBED BY THE IMPROVEMENTS � I - I, I � �1'1\ I � / (_1 1�� \ .- .- (5) ,e �, I �. , . "I " \\
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1 4. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT BOUNDARY 04 IS \ (,) ,- I I / , I , � / " ,,, (1) (­,") "�� I", I
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6. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM. � � / I Y I (I ) (" , ') , / / I f,� KIj __ F affou I , \ ;
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56
18
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22.50
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21.50
21.69
25.44
25.44
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159
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22.49
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26.45
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22
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26.45
26.45
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21.83
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21.47
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26.42
26.42
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161
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19.50
19.82
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23.82
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86
18
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19.82
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23.82
24.01
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22
18
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20.22
20.26
24.01
24.01
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22
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20.03
20.07
23.82
23.82
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19.50
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25.99 �
25.99
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135
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25.99
26.54 1
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46
30
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20.73
20.83
26.54
26.09
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372
30
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20.83
21.57
26.09
26.07
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87
24
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22.34
26.07
26.38
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22
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22.34
1 22.38
26.38 .
26.38
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22
18
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21.57
1 22.32
26.07 1
26.07
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log
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21.50
22.87
23.00
26.89
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22
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22.87
23.14
26.89
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FES#33-JB#34
130
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21.00
26.28 _'
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157
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20. 79
26,26 I
25.61
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22
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20.79
20.84
25.61
25.61
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122
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21.08
25.61
25.88
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26.08
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25.88
25,88
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184
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19.50
19.68
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25.11
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19.71
25.11
25.11
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l90
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22.38
22.50
26.15 1
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22.40
26.15
26.15
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31
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22.52
22.50
27.35
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22.52
23.60
27.35
27.35
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161
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22.151
71.00
26.44
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22.31
22.69
26.44
26.44
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161
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19.50
22.12
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26.23
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26.2-3
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159
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19.82
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25.78
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164
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19.50
23.68
21.00 F
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160
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19.50
21.35
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25.36
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22
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21.35
21.61
25.36
25.36
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36
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19.50
20.96
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20.96
21.86
25.61
25,61
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205
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20.16
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159
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19.50
20.05
21.00
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22
18
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20.05
20.13
23.88
23.88
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168
36
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19.62
19-87
26.89
23.28
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190
36
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19.87
19.87
22.87
26.89
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168
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19.75
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23.24
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140
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19.80
1 9.80
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22
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180
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CI#83-CI#84
22
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REV. LOTS 96, 97 AND TOWNHOUSE
ESTRICTIONS
EMN
3/22/18
- -
REVISE TRACT AREA, REVISE OVERALL
BUA AND % IMPERIOUS CALCULATIONS,
TRUCTURE.
REMOVE POND SECTION DETAIL.
,MODIFY GATE VALVE DETAIL.
LIVIN
02/13/15
B
ADD POND SECTION DETAIL
KDF
2/8/07
A
ISSUED FOR REVIEW
1
JSB
9/18/06
REV.
#
DESCRIPTION
R :' y
DATE
...0-ft.-
le Nf
3,000 PSI CONCRETE SIDEWALK, SCORING 0 8' INTERVALS, N OTE: THE ORIGINAL
BROOM FINISH, SLOPE 1/4- /FOOT 3/8" x 3/8" STORMWATER DESIGN WAS .x\%%%1III1/jjj/
IN DIREC11ON OF DRAINAGE/ PREPARED BY K. DAVIS 11 \\\N,o GAR01 ­/,
1/2- EXP. JOINT @ 24' ( 'ZI ��- *-* ........ I /V ,,,
-,
INTERVALS TYP. & AT ALL � FENNELL AND WAS MODIFIED BY �� ,�Z'.* /U, I _y -1
PERRY G. DAVIS ON 02/13/15 -� 1 41_1�5� ��,_
- , --
11 RADII INTERSECTIONS I .
: L_ . -
34 I I ( AND 02/04/16. THE PROPOSED
* -
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ODIFY ONLY THOSE ITEMS ::;--� TC I lk� * I
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COMPACTED SUBGRADE-�/' > NO OTHER CHANGES TO THE .1/1,�,tn,wl , \-
PREVIOUSLY APPROVED PLAN I/ 11 11 11%0"
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NAME
____
IWEIGHTT
I SPECI#FICATIONS
RIP -RAP
CLASS 1
5-200
30% SHALL WEIGH AT LEAST 100 LBS
EACH. NO MORE THAN 10% SHALL
WEIGH LESS THAN 15 LBS. EACH.
CLASS 2
25-250
80% SHALL WEIGH AT LEAST 1 00 LBS
EACH. NO MORE THAN 5% SHALL
WEIGH LESS THAN 50 LBS. EACH.
EROSION CONTROL STO
2"-6"
1(% TOP & BOTTOM SIZES.
NO GRADATION SPECI#FIED.
CLASS B
15-300
-
INO GRADATION SPECI#FIED. I
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2
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650-001
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I 11 I z� // _�,, / I � :� - ' 1, ­ -a 11,V.71;��511,441­11' - i I.. " 'I- I NUMBER: �
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I �,�", I 11 I 1. , 41V� 1. 11 I'll , I
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2. DETERMINE AND MARK LIMITS OF DISTURBANCE. � , .;,�ft 1, -, _,��;
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� W 4 eer .1 I . \ 'I I 1 (�3) - ­­ ­ do = PIPE DIA - . � � I
cr_ 3. INSTALL GRAVEL CONSTRUCTION ENTRANCES. aw.sj) . .1 XN__�, 6 , . I'' 9 11 - )A 1 \ Lo =APRON LENGTH I I . PLAN .
STD. CAST IRON ... I �.;.r I / 11 11 , � I I
ry � . :: - 1; � .1 I 1 145 , .. CI#32 / / i W = APRON WIDTH 3 X PIPE 0 MIN I I
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0 , ­ . , �1' �1, � PLAN � I
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4. CONSTRUCTION OF SWALES AND ROC 36"x 36" _\ , . t ..... ..... � 11� D46 - ". - - /1, el� I,/ ,
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CONCRETE le � 0 ", � . ; �
M RISER BOX . � : ,,� " .. i _W4&_ . - 0 \ \ / , I , �"__ . - I .�_ 1, I— �, . . FLOW1
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6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICE - ' ) 17�"14,114 _. i (9 , � , I-/ , 13 .1 -', "r'- '.1­1,1 �',�4'_,,',�'. 7 , -,�,'!'�­­" . I
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.
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­ - � V z: , ��,��','� , "; -,� ". I
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I-, 7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE V QHIJ /I ­, . TRACTW
0 TO BE LEFT IDLE FOR MORE THAN 15 DAYS. �:,-,��I,el ----------/ ) zi�� � _1,__�� No - ( �,)--, - -04. . I .00 i - . ) ,1 I ,CULVERT PROTECTION I -11 ". 111. � 1 -1 I
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f_j 8. PERMANENT GRASS SHALL BE INSTALLED FOR. ALL AREAS AT CONCRETE I -1 - I : , ; � .
LO I , /'W�1, ­_,� - _�, T , ) __1 _'W*� �� . . ................. .. ........ �� I ; / I I /,.� �_Iil � RIP -RAP A.-T FLARED - I . � TRACT V I
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BLOCKING . � I - �,
(ID FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS I COT I& T_ 0­1 - I I I
1-11 I I END SECTION I _: T, W, ,mor - -�_ - . �
I SECTION Y � � k__;. -- �, 1W 1* I
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Lo I GATE VALVE DETAIL NOT TO SCALE � t
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. ­ � .
. 1­1 NOTES- I I . � MR I 11 AM ; 1
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS NOT TO SCALE , CU RB INLET � . L.0111., � I
I I
,
0 REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS. SEE APPROPRIATE SCHEDUIE FOR DIMENSIONS I I k1- - : �1�: I � I- I'll .
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STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING NOTE: GATE VALVE DRAIN IS OPT10NAL AND CAN BE INSTALLED I I I . I . I .
L �
I - �
-i-: SITE. GRASS THESE AT DISCRETION OF PERMITTEE. PORTABLE PUMPS TO BE USED 1. La is the length of the r1prop apron not less than 6' � PROJECT NUMBER SHEET NUMBER -'s �
I-_ I * I
< AREAS IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING TO DRAIN DOWN PONDS FOR MAINTENANCE WHERE GATE VALVE 2. A filter blanket or filter fabric should be installed between I
a- . DRAINS ARE NOT INSTALLED. I I . the riprop and soil foundation. . I
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67, 899 s. f
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FES#44 A., CREDIT UNION
51,435 s. f
1.18 aC 3 r
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PROJECT &
TRACT 'M'
PROPOSED
LOT BUA
LOT
8
35,789
SF
LOT
9
REVISED
- 63,430
SF
LOT
10
REVISED
- 58,217
SF
LOT
11
REVISED
= 45,000
SF
LOT
12
REVISED
- 248,000
SF
LOT
13
REVISED
- 10,000
SF
LOT
14
RE\41SED
= 310 ,000
SF
LOT
15
REVISED
- 46,500
SF
LOT
16
REVISED
- 45,000
SF
LOT
17
REVISED
- 64,500
SF
RESERVE
45,130
SF
TOTAL
- 971,566
SF
GENERAL NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL EXITING UNDERGROUND UTILITIES
BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 34.96 AC.
3. LIMITS OF DISTURBANCE CONCURRENT V0TH PROJECT BOUNDARY
UNLESS OTHERWISE SHOWN. j
4, SI1 T FFNCF TO FIF INSTALLED PI_R PLAN AND/OR AS DIRECTED BY
ENGINE -ER SUBSEQUENT TO FIELD INSPECTIONS.
5. iMPERViOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. NO WETLANDS ARE TO BE DISTURBED BY THE IMPROVEMENTS SHOWN
ON THIS PLAN.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF --PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY IN
ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE.
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER
EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO BE LEFT IDI F
FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTAL -LED FOR ALL AREAS AT FINAL GRADE AND IN
SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED TO ESTABLISH A VIGOROUS
STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL
ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND SPREAD EVENLY ACROSS THE
SITE. GRASS THESE AREAS IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING
DEVICES.
MULCHING MATERIALS AND APPLICATION RATES _
MATERIAL. RATE PER ACRE QUALITY NOTES
Dr uncho ped, Should come from vheat or oats;
STRAW 1 2 tons unweathered: avoid weeds. spread by hand or ,-nachine; must
TEMPORARYr ,t
GRASS TYPE
1000U ST.
SEEDING
INITIAL
MAINTE ANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-•10-10
NA
NA
r
NA
BROWNTOP MILLET
1-2 LBS.
DUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
I NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 S
TIME OF
SEEDING
T 0
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10--10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10--10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
l"ORM®RAISCHEDULE*
*NOTE: ORIGINAL STORMDRAIN DESIGN INFORMATION SHOWN.
LINE
LENGTH (FL)
SIZE (IN.)
SLOPE (%)
MAT'L
INVERT
DOWN(ft)
INVERT
UP(ft)
RIM EL
DOWN(ft)
RIM EL
UP(ft)
CB#2-CB#1
36
36
0.36
RCP
21.74
21.87
26.66
26.66
CB#2-CB#3
187
36
0.44
RCP
21.87
21.05
26.66
25.71
CB#3-CB#4
36
36
1.0S
RCP
21.16
21.53
25.71
25.83
CB#3-CB#5
58
42
0.83
RCP
21.05
21.53
25.71
25.83
CB#6-CB#5
27
36
0.41
RCP
21.05
21.16
25.71
25.69
JB#33-CB#6
49
48
.1.18
RCP
21.16
21.74
25.69
26.66
FES#8-JB#33
164
54
0.08
RCP
21.74
21.87
1 26.66
26.66
CB#6-JB#9
110
36
0.10
RCP
21.05
21.16
26.85
25.69
JB#9-CB#10
119
36
0.47
RCP
21.05
21.61
26.85
25.96
CB#10-CB#ll
34
36
0.38
RCP
21.65
21.78
25.96
25.96
JB#9-CB#12
125
36
0.30
RCP
21.05
21.43
26.85
25.67
CB#12-CB#13
36
24
0.31
RCP
21.43
21.54
25.67
25.67
CB#14-CB#15
219
15
0.50'
?
25.89
25.86
30.25
31.75
CB#16-CB#15
65
15
0.52
?
24.81
25.52
31.75
31.65
CB#17-CB#16
117
15
0.41
?
24.47
25.05
31.65
30.47
FES#18-CB#17
36
15
0.41,
?
24.00
25.50
30.47
-
CB#17-CB#21
92
15
1.58
?
24.00
26.50
30.47
31.85
CB#21-CB#20
101
15
0.20
?
25.45
26.70
31.85
30.29
C6#20-C13#19
82
15
0.26
?
25.65
26.92
30.29
31.85
PP#22-PP#23
70
36
0.07.
RCP
19.80
19.85
22.80
22.85
PP#24-PP#25
70
36
0.07
RCP
19.62
19.57
22.62
22.59
PP#26-PP#27
70
_ 36
0.07
RCP
19:63
19.68
22.63
22.68
FES#29-CB#28
82
15
3.12
RCP
24.55
27.11
28.65 1
26.34
FES#30--JB#31
218
RCP
J8#31-FES#32
340
RCP
_
17.80
--
M#7-J8#34
163
48
0.17
HDPE
20.06
28.20
JB#34-JB#35
313
48
0.03
HDPE
20.05
20.15
28.20
30:81
JB#35-JB#36
359
48
0.05
HDPE
20.10
20.28
30.81
28.76
JB#36-JB#37
289
36
0.09
HDPE
20.68
20.93
28.76
JB#37-OS#38
151
36
0.08
HDPE
20.99
21.75
20.28
22.45
JB#7-OS#40
176
72
RCP
20.54
28.75
FES#41-OS14A
324
60
0.11
RCP
18.68
19.05
23.68
22.00,
08#42-F'ES#43
367
24'
0.03
CPP
18.63
18.73
21.44
20.63
FES#44-CI#45
19
18
0.53
HDPE
20.00
20.10
21.50.
27.21
CI#45-CI#46
75
18
0.52
HDPE
20.10
20.49
27.21
26.57
CI#45-CI#48
66
18
0.52
HDPE
20.10
20.44
27.21 _
27.11
CI#46-CI#47
96
18
051
HDPE
20.49
20.98
26.57
26.64
CI#48-CI#49
103
18
0.51
HDPE
20.44
20.97
27.11
26.36
CI#49-CI#50
50
18
0.92
HDPE
20.97
21.43
26.36
26.54
CI#50-CI#51
67
18
0.52
HDPE
21.48
21.83
26.54
28.15
FES#100-JB#101
284
24
0.18
HDPE
19.50
20
26.33
JB#101-CI#102
81
24'
0.25
HDPE
20.00
20.21
26.33
26.66
CI#102-CI#103
57
18
0.25
HDPE
20.21
20.36
26.66
25.63
CI#103--CI#103A
22
18
0.27
HDPE
21.96
22.02
25.63
25.53
CI#1.03-CI#104
220
18
0.25'
HDPE
20.36
20.90
25.63
25.50
CI#104-CI#105
86
18'
0.25
HDPE
20.90
21.12
25.50
23.32
CI#105-CI#105A
33
18
0.25
HDPE
21.12
21.21
23.32
23.40
-
PROJECT BOUNDARY
•�� r■
TRACT BbMARY
IUllllllllllllllllllllllllllllllllllllil
DRAINAGE BASIN
D!" -
DRAINAGE BASIN LABELS
--
EXISTING PONDS
CURB INLE I
low-
FLARED END ­1 c I -I ON I FFS)
JUNCTION BOX
29
MAP FOR RECORDED LDT # AND
IN STORMWATER PI RMII LOT /#
IMPERVIOUS CALCULATIONS.-
__.._._ 13,5eO SF
SIDEWALKS - 9,000 SF
1-0 I `� (':-3- 1-1 TABLE) = 9 /1,566 SF
TOTAL = 1,054,066 SF
TOTAL TRACT AREA - 1,470,608 SF
IMPERVIOUS AREA
(100) _
TOTAL AREA
1,054,066
(100) = 71.68%
1,470,608
E
r.
COMBINED TRACT M & 0, UPDATED
LANDPLAN, REVISED BUA, ADDED
STORM STRUCTURES 10_0_-105
EMN
03/22/18
UPDATED TRACT LINES & UPDATE
D
STORM DRAINS, COMBINED 1.01 A2 AND
M2 INTO LOT 14R, REVISE LOT 11 /12
AREAS
LIMN
02/13/15
C
REVISED PER DWQ COMMENTS CAPE
FEAR ENGINEERING, INC.
ML.T
6/27/08
B
ADDED LOTS 8 THRL) 13
CAPE F EAN LNGINEERING, INC.
MILT
5/30/08
A
ADDED LOT M1, M2 BY FREELAND AND
KAUFFMAN, INC.
MR
-
1 /23/08
REV'
DESCRIPTION
REV.BY
DATE
VI S S
- -
- o
NOTE: THE ORIGINAL
STORMWATER DESIGN WAS
���`CA'�-t'�,
PREPARED BY K. DAVIS
FENNELL AND WAS MODIFIED BY��pF�IO
�`��\�0'..
�` °000000°poo
PERRY G. DAVIS ON 02/13/15
EAL °o
AND 02/04/16. THE PROPOSED
MODIFICATION IS INTENDED
_ 4 030 0 0 =
TO
MODIFY ONLY THOSE ITEMS
/I/
INDICATED
N I CATER BY REVISION CLOUDS.
�TH
CHANGES TO THE
a
PREVIOUSLY APPROVED PLAN
ARE PROPOSED.
�H
k
are4 E (__ARC)1_1 VAS
pig
+i✓�I�I�;1; � Pill,' � .� a}
.'.; I, I' e`, �lic 1;1 P". rams 77arwl +gmz4
151 Fools Rd,,Suite 100 Beh✓rIi6,, ABC, 28451
TEL
(91 C) 38 -1044; FAX [phone]
wwv.1xapetearer,gine6.rin9. 0m
N,, C. LICENSE C_ 1621
650-001
NUMBER.
SCALE : 1" = 80'
DATE MARCH 2O18
PROJECT NUMBER SHEET NUMBER
-- a� .e

:i • 0 •
owl
1 !NCH •0
STORMDRAIN SCHEDULE*
,n
(DESIGN ELEVATIONS) NOT VERIFIED
*NOTE:. ORIGINAL STORMDRAIN DESIGN INFORMATION SHOWN.
ONLY ITEMS INDICATES WITH REVISION CLOUD HAVE BEEN FIELD VERIFIED
LINE
LENGTH (FL)
SIZE (IN.)
MAT'L
SLOPE (%)
INVERT
DOWN(ft)
INVERT
UP(ft)
RIM EL
DOWN(ft)
RIM EL
UP(ft)
FES#1-OS#2
160
36
HDPE
1.59
18.95
21.49
21.95
26.69
JB#3-OS#2
1810
36
HDPE
0.10
19.66
21.49
25.89
26.69
-
c�
a
z
I
O
0
a
LO
0
w
U_
d
0
V)
c�
f-'
z_
w,
it
ry
c.>
a�3
00
0
N
/
CD
'3�:
0
O
I
P
O
tt7
d.
Q
0-
10
j
L.
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 11.32 AC.
3. LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT
BOUNDARY UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS
DIRECTED BY ENGINEER SUBSEQUENT TO FIELD
INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND
SYSTEM.
6. WETLANDS SHOWN PER PLAN.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK, ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED,
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING
TRANSPORTED OFFSITE.
SEQUENCE OF CONSTRUCTION
1, PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
. INSTALL GRAVFI t`.nNgTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EV•-RY 7
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5"` OR
GREATER).
7'. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT
FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS
STABILIZED, REMOVE ALL ACCUMULATEDSEDIMENT FROM TRAPPING
DEVICES AND SPREAD EVENLY ACROSS THE SITE. GRASS THESE
AREAS IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING
DEVICES.
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER ACRE
QUALITY
NOTES
1-2 tans
Dry, unchopped,
unwea#tiered; avoid weeds.
Should come from wheat or oats -
ad
5�rta key and or machine; must
GRASS TYPE
AMOUN .
1000 SF:
TIME OF
SEEDING
INITIAL
FERTILI I - 0- - _-
MAINTEt' ANCE
RYE GRAIN
1-2 LBS.
NOV.. THRU JAN.
25 LSS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LESS. 10-10-10
NA
NA
NA
GRASS TYPE
AMOU
1000 SNT
TIME OF
SEEDING
I
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERiCEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. -MARCH
1/2 TO 1 LB. N.
NA
C REVISED TRACT N 13UA ALLOCA IION _`EMN
03 22 1 f
SHOW EXISTING POOLE ROAD & LMN
BACKHOE ROAD, UPDATE STORM
B POND, REVISE OVERALL BUA AND
IMPERVIOUS. 02/13/1
A ISSUED FOR REVIEW JAB
9 /11 /06
REV. DESCRIPTION REV.BY
# DATE
VIS S
NOTE: THE ORIGINAL
STORMWATER DESIGN WAS
PREPARED BY K. DAVIS ���•��N`�CARoI
FFNNELL AND WAS MODIFIED BY ,�` p� °°°°°°°°°°
° ESS/
PERRY G. DAVIS ON 02/13/15 °O
AND 02/04/16. THE PROPOSED SEAL ° -
MODIFICATION IS INTENDED TO 0305P7
MODIFY ONLY THOSE ITEMS o° 03.'�
INDICATED BY REVISION CLOUDS. °°�
NO OTHER CHANGES TO THE .,'9BFTM ejF-��.���
F'RFVIOUSL.Y APPROVI-D PLAN '��Hiii�����`�
ARE. PROPOSED.
NK
1A7-a Aw .10 .e6 . A A,
r j rd
ELF "HE CAR(DLIWAS
CA'�PE, FEAR '
E 11NI G I No E E �ii`
151 Poole Rd.,Suit 00 Bivlville, NC, 28451
TEL [phone]; FAX (9 T 0) i 3.1045
www.capefearengineerin_cl.com
N.C. L IC,ENSE# C-1621
PROJECT
650-001
NUMBER
SCALE; 1 "=80'
DATE MARCH 2O18
1
FTO'* A
5,
TRACT'
APR i 1 13
PROJECT NUMBER SHEET NUMBER

r `
•Y�
1
'Wate
c)F THE CARD LIWAS
GENERAL CONSTRUCTION NOTES:
1) THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
ABBREVIATIONS
5DMH
STORM DRAIN MANHOLE
FM
FIRE HYDRANT
DI
DROP INLET
CI
CURB INLET
SSMH
SANITARY SEWER MANHOLE
WL
WATER LINE
IE
INVERT ELEVATION
RIM
RIM ELEVATION OF STRUCTURE
LF
UNEAR FEET
DIP
DUCTILE IRON PIPE
PVC
POLYVINYL CHLORIDE
ELEV,
ELEVATION
GV
GATE VALVE
MIN.
MINIMUM
TYP,
TYPICAL
HP
HIGH POINT
LP
LOW POINT
CONC.
CONCRETE
RCP
REINFORCED CONCRETE PIPE
CM?
CORRUGATED METAL PIPE
TBM
TEMPORARY BENCH MARK
STA.
STATION
BOA
BLOW OFF ASSEMBLY
NIP
NEW IRON PIPE
co
CATCH BASIN
FES
FLARED END SECTION
OS
CUTLET STRUCTURE
J8
JUNCTION Box
c1
CURB INLET
Stormwater Management Rians
for
WA YAE#?J=C> I? f>
Leanal, North Carol na
MAGNOLIA GREENS
GOLF PLANTATION
GLENDALE SUED.
TRACT MAP
SCALE 1"= 500'
APPROXPAATELY 579 ACRES +�-
TRACKING CHART
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; 9elville, NC, 28451
7@L (910) 383.10". FAX [phone]
www. copefesrengmenng. cam
N-C. LICENSE#C-1621
INDEX
COVER
SW -A
TRACT 'A'
SW-B
TRACT 'B'
SW-C
TRACT 'C'
SW-D
TRACT '0'
SW-E
TRACT 'E'
SW-F
TRACT 'F'
SW-G
TRACT 'G'
SW'-H
TRIV^T 'H'
SW-i
TRACT 'I'
SW-J
TRACT 'J'
SW-K
TRACT 'K'
SW-L
TRACT V
SW-M
TRACT 'M'
SW--N
TRACT N
NOTE: THE ORIGINAL
STORMWATER DESIGN WAS
PREPARED BY K. DAMS FENNELL
AND WAS MODIFIED BY PERRY G-
DAMS ON 02/13/15 AND
-
02/04/16. THE PROPOSED
-
MODIFICATION 15 INTENDED TO
- 03�
o
MODIFY ONLY THOSE ITEMS
INDICATED BY REVISION CLOUDS.
= (
NO OTHER CHANGES TO THE
•.y,�T1 11
PRENOUSLY APPROVED PLAN
.ARE PROPOSED.
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MAPIAGEMEM COMMISSION
CAN y/ry/n
TRACT
A
B
C
D
E
F
G
H
f
J
K
L
M
N
TOTAL
117.612 SF
C.DO SF
N/A - OFFSITE PERMIT(S)
N/A - OFFSITE PERMITS}
207.348 Si
77.101 SF
103,673 SF
511,830 SF
N/A - OFFSITE PERMIT(S)
385,070 SF
73.500 SF
N/A - OFFSITE PERMITS)
1,793,463 SF
ROADS
273,000 5F
244,322 SF
LOTSAUiLDINGS
0.00 SF
$16,400 SF
345.600 SF
6,888 SF
N/A - OFFSITE PERMIT(S)
N/A - OFFSITE PERMIT(S)
615,300 SF
312,000 SF
330,000 SF
988,600 SF
N/A - OFFSITE PERMITS)
1,134.700 SF
N/A - OFFSITE PERMITS
NIA - OFFSITE PERMIT(S)
4,849,48E SF
SIDEWALK/PARKING
10.459 SF
24,394 SF
3,D49 SF
80.110 SF
N/A - OFFSITE PERMITS)
N/A - OFFSITE PERMIT(S)
7,660 SF
993 SF
3,732 SF
1,845 SF
N/A - OFFSITE PERMITS)
1,65 SF
9,000 SF
N/A - OFFSITE PERMIT(S)
202,997 SF
OTHER/OFFSITE PERMIT(s)
0,00 SF
0,00 SF
0,00 SF
67,186 SF
653.400 SF
140,089 SF
0.00 SF
0U0 SF
O.DO SF
0-00 SF
1,096,167 SF
0 SF
971,566 SF
400,006 SF
3,328,406 SF
TOTAL BUILT UPON AREA
283,459 SF
1,085.116 SF
466.261 SF
154,154 SF
653.400 SF
140.089 SF
830,306 SF
369,994 SF
437,405 SF
1.302.284 SF
1,096,167 SF
1,581,625 SF
1.064.066 SF
400.000 SF
> <
9.874,356 SF
TOTAL AREA
1,079,8 6 SF
4.049,773 SF
1.051,187 SF
331,927 SF
1.320,304 SF
176,418 SF'
2,2D6,314 SF
1,143,9°8 SF
1,450,984 SF
a,252,763 SF
1,297,552 SF
4,94 0T
1,a70,808 SF
a93, D
25,269,353 SF
PERCENT BUILT UPON AREA
26,25R
26.799G
44.36A
48.45R
49.49%
79,41%
37.63%
3F.09%
3D-15%
30.62%
64-41%
31,99%
71.68%
81.12%
39.08%
COMBINED TRACT M 0,
UPDATED LAND PLAN FOR
REVISE MAP FOR RECORD
REVISE LOT 2-4 BUA
ALLOCATIONS. ADD
REVISE LOTS 96. 97 AND
TOWNHOUSE BUA PER
UPDATED LANDPLAN,
REVISED BUA, ADDED
REVISED BUA ALLOCATION
COMBINED TRACT 'O� WITH
UPDATED TOTALS BASED
PROPOSED REVISIONS
TRACT M. UPDATED RO
QT �17 TO 16R
PPROPOSED LOT BUA
RECORDED RESTRICTIONS
STORM STRUCTURES
ACT 'M'
ON REVISIONS NOTED
MPERVIDUS CALC
TABLE,
100-105,
= PROPOSED REVISIONS
1E �o"pjE
T—
APR 1 1 29%

EMERGENCY OUTLET #2 - S„Ys.92 FRAME, GRATE do 400D
, E N.C.D.O.T, STD, #840.038 7
� I
❑VERAt~L _. =-----T-------. - z�.,---�.- T a�+ ���" ". ' .. 7e�m - M
PROJECT t. l n rPw r,a C tae SAND LAKE WAY
BOUNDARY ' �°" pr ►', „� xN� - e• 2'-2"
TRACT I J �9a ■�
EMERGENCY OUTLET #1 . ok� ,
i ml' (SEE SHEET SW I} ; , �.
t :y'•__�.-_REGALIA .__ sws>revcJ'seox -_ _ '.\
a snrarfi IRRIGATION
fh(4:7 N� N
u� s PUMP
,'. ... SECTION x
"E� � :.- _ - .'' � ,%ry f 4 � \ '15. '. xw• ' �► ,vim �''� �oY�.pc '1'OS. a , 1 1 1 .y -WL
- eds.e,pt{�i t'7 sx.Tz-vypr,► .`,Tar ., 1 .1 ?v 1,
�- y2rysc y� , ❑ _§.
, INCH 7200' �.�. � . _ ,�y0 - '1`'. r i I: - _ � p ti ' ♦ r 1 � � D �tiP•!NE
TRACT
SEE SHEET SW-H), \ /,,,�y s
�� - - - 1 ��"�� �spt 'se.'sr.o-E.ty '• Jpy: ik I
BACK OF CURI
x
I
x
PLAN
CURB INLET
NOT TO SCALE
sill,
I . -
,Ir
al,c 44A , 1• 6� '� - - _ i ., 24• Rd1 CURB & 6• LAIN.
GUTTER (TYPICAL) 8• "� CURB
A.�
#, 9eamwt DB,091,� - - - - + RESIDENTIAL
- r,b} sire' �,w+t,••7e-e: TIE TRACT 'E' lNTQ ,1 _ - r STREET
r 1 9x,ryot 2aer W STORM DRAIN SYSTEM,. �' 14MIAN W z� x N
8 evsr cB,DD .eY �. env SECTION (CROWN)
j.. - / , w ,a OVERALL
r ?� e,riptFc•] `y[�' �7' .� omryr Hez�.•arw �„A , I + (ROAD F. PORTION OF ROAD I}
d I s�� 7nsr . ;d.E ... ., " n.w• ri�� A°� a'' �.,•-� - . x.-�,.Y ..�:? _ I -- - _ PROJECT \ NOT TO SCALE
r•" ! ,+ ., r �" - .� �- •¢d r�rls'I■`c -/•$} 'u,�� �.• i.,aI-- QgC� 4, a,,d� >• ` .Lor - --- - -- /. ._ »..�-�PK.ir_YS r SOUNDARY 1
f- r . it r =,r.00 I- - . e Tear 1 r„r.,'io'e ?4";:-Car' �n�',. i�3 / - TRACT
T r Lr -�S
'A�t ' . age
> > reo+er9rt CH,ODy s rsatr.� -SEE SHEET SW
(
TRACT B ► , i�, ^". ... � w� y� ac' J
(SEE SHEET SW-B} f +ue�.6I 'o` �' ra.: �.-' 4 IRRIGATION
ram. 1 ' ?` 1 .I
7-a4' SeK46arC 1. G JI s. rmr y PUMP i
4 .. � R%�,'WiI aGTY ES l /•� Ie.fiS � d 'fe1o1 � � � - �� _ ,
+ f t 'eAsez%xdoc I 1 TRACT 'M'
->new• RIVER BAY CT'-' _ -:LV.�� {SEE SHEET SW-M} h
T I lj t11 "�"
TRACT L -r * c�� ' �� ""' . 1 r`� �1
i (SEE SHEET SW-E) _
! ` IRRIGATION 'W lj+ i " -'-j�,l-- ] ^-� TRACT 'D'..�pu
PUMP��� CeBH` FESDA a:
- �1 _--. ,+ Via, �� �.: . (SEE SHEET SW-D) ' 1 - - - -
1_ q�. - --CI_+�1�TNAR T R'• .� + +STORM DRAIN'"ITRA ( f ' °°• CR,C . ' a �e - -CBS - +. FE579 r _ -
t' IRRIGATION - .7 ra` J r- C137H
Fes9E CR3E t,
PUMP i „ noti o i Iti
TIE TRACT E' INN
.,f'z1 1 i.. �7 ao�e-. ' r[��i ".■ I - CHBF 'a' CBBC _ xiar 'r-� FE57A - S_
`i�+m� i_`-'%�' .► �
r MKW
90. ce9e�"°
�' � -_ I � �` N I r: i' �• `cB7G � CBT1 ��°-c
f .I t,4rr'_ . CBBG: I � ow
C876 �' •---,.� ii CB 4B i
(/+ O 1' , • 1 sys' -'� n.a,e.� C,'�.sa-,r +�ea+f� B„ Avrm-c NIAle TRACT T K
- i\. •�- m.lnpo• t - CB7C L.nsp CaH' r' •-. ' }'
�.1 t j :+I wraae _� R.1� �,a5. T'1-•4-. FEssB'' •',�. r -�.
J69G t-""' 1:. '.17 ,L 4.a7m ' ,aa°° {SEE SHEET SW-K
. e-aasoo i �rL, :I.I [= f --nrl,-kl, 'M'� ! /, 1 FE56E --^CB5A 1 C63J v
C89A q N _ aB.v - R. P e
+ I Q P _a. GAf, ,y�wye C96C CE13K ,
ES.��J�
- f.'�pR' rCW
F
50' MIN. r ; ��1 -/� _ �. -~ + '+ �, : - - >z�
I rx _ ` �_ j(+�^pRN it-y _ r.' `IRRIGATIQN
M - f }..' r ■ c -1_ j i II... _ !!! I +f PII 1 ' PVNIPi, !{,�
! 1 ' F ^. _ U .F. +� �., fjvll -y .
�-R s,ti
1 V �! T 14 + FESaA -- 4 DS3M+l,;� T�
g = m ..i1 M1 ' i f I ..ti �'�� r 1 1 ` ,y C83J
4 STUI'IE S : %� I 1 . ; 1: R 1 1 ~ ! 1 .'t '1 ❑ f _ FE55D .�, rl
A N •' r[r _- ..I1111 I - �., C83K •\�
.' ... ILI I• S NY if - [ s 1 .,1 �- 4� yl �I- I ..,--
x A$`F .:_ .� + '�y 11• �_-� _ - 1\ 1r,f. �� _ - j I ..� \ _ { l�I
�. FES3L
13
PLAN I._ 4
35' t 15' t, y 1 - W
r _ _ _ _ - FES3H r'l�,j,a_�5� +•Y,;• I�-.
TRACT
TRACT ' C' FES3A Csac _
SEE SHEET SW-J) _
L (SEE SHEET SW-G) 8>a IRRIGATION
r a 1 1 1.0 �i, coal Es3G. PUMP-
SECTIDN OVERALL - �' - `'1 1 } + cam: i:' _ ..� '..aCEI
PROJECTZ. CEII
BOUNDARY ` r 1 t `' 1 'S �� ,TRACT 'F'
TEMP. CONSTRUCTION I - _ ' ; L . �,° SEE SHEE -F)
1 _ 5 G • ( T SW } aeB
ENTRANCE 1 1 D , l - rl; ]', . >e,E
CBIS
NOT 70 SCALE -f - f + �__ Y • y1 �� \` - - - • �' - r � ms»oow \ -
j:
9EN12AL NOTES:
61
Jiz
JB4
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES+'7 4E I . J / t - . ► r �.�
BEFORE BEGINNING CONSTRUCTION. - At
2. TRACT 'A' AREA = 24.79 AC. ,1 l �, f'.� S . `} I 1°°P CB2
3. ND WETLANDS ARE TO BE DISTURBED BY THE IMPROVEMENTS SHOWN '••'I .. Ia'"-''� 1`' 11 _ \ _ �^ - '4 T LC' FES7-r
ON THIS PLAN. rr•g1G.-"-. 3'� \-•� ytiPA Q
1 •, 1 oe ; , `W ,,oS yy 4D
4. LIMITS OF DISTURBANCE CONCURRENT WITH PROJECT BOUNDARY •,'-.` :. r?' , 1 1,;• . '�W .l y �3v� r r - OVERALL •4 Y
UNLESS OTHERWISE SHOWN. .:;.;r `^� O -
5. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS DIRECTED BYd 11 ` J•�` c.'•-� PROJECT
ENGINEER SUBSEQUENT TO FIELD INSPECTIONS �i 1 \ r l BOUNDARY
e- IMPERVIOUS SURFACES ON ALL L07S TO DRAIN TO POND SYSTEM TRACT ' G r f
7, ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS,
SEDIMENTATIQN MAIHTCEPL8N
6
1, ALL EROS,ON AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY
_
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALL PRACTICES AS DESIGNED.
2, TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY IN
STAKES
ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE
SEDIMENT FABRIC WITH
SEQUENCE OF CONSTRUCTION
RUNE BACKING
RUNOFF WATER
WITH SEDIMENT
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRLICT10M ENTRANCES.
DROP MET
BURIED
SEDIMENT FABRIC
4. CONSTRUCTION OF SWALES AND ROCK DAMS
5. TOPSOIL REMOVAL AND/OR STORAGE
- 1D -
1 � -(SEE SHEET SW-G)•
r= 1 \ f
v
�'t�. - - • rr.
r •: r ��
" TRACT 'N'
� l
(SEE SHEET SW-N)
6- INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 SEDIMENT FILTER FOR DROP INLET
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5. OR NOT TO SCALE
GREATER). 7, V-0, t,�, 1,_p•
7, PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
TO RE LEFT IDLE FOR MORE THAN 15 DAYS.
& PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON- FERTILIZE, WATER AND RESEED AS REQUIRED _ TO ESTABLISH A MGOROUS STAND OF GRASS,
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM (RAPPING DEVICES AND 2'-� r__T
SPREAD EVENLY ACROSS THE SITE. CRASS THESE AREAS REVERSE SECTION STANDARD SECTION
IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
MULCHING MATERIALS AND APPLICATION RATES ROLL CURB & GUTTER DETAIL
NOT TO SCALE sn
FR
36• 38-
PRE -CAST
CRETE
TEMPORARY SEE�DDI N G MIN
RISERR BOX
GRASS TYPE ROOD NT. SEEDING INITIAL 10E
6' GATE VALVE
RYE GRAB! 1-2 LDS. WOV. 11QU JAW. $5 194. 10.fu-,P NA NA RA GROUT
BRa1M12ro NLLiE, ,-x LBO. J,rHE 71M+i •ua Ye ryA
PERMANENT SEEf)ING
MATERIAL RATE PER QUALITY
AMOUN ME (IF FERDU7613
GRASS INITIAL
NOTES
IM Stldere d+M-
TYPE
10D0
nSd;EDIHG
IRON
GRATE
24•r CPP
P[SlJi] S[wi-IGFStII F
EASEMENT - EXTENDS ,o' FROM FOP
OF SLOPE ON BOTH SIDES
-VARIES I
� 1 MIN. 3:T MI
•�,� VARIES
S WALE
RISER -5-TSUCT1J$£ SCHEDULE N07 i0 SCREE
POND
esEr
„>rx.6w
rs �e
zz..9�,
max.
R"hR -
mow g�
a9v
x+oP
xi,s
r PE s er verc
um
xp.9■
:9.Cp
a v a• a
41
n W
:r.Ep
Ev SAY
SURFACE
AREA ($F)
NORMAL
SURFACE EL
PDryb DEP„I.•
SEDIMENT
4E4Dv,t EL
RISER !L
STORAGE (T5l
1
22,283
21.0
3' (MIN)
18.0
23.0
52,370
2
75,983
20.0
3' {y+H}
17-0
--
174,645
3
140,573
2t.5
3' (MIN)
17-0
23.5
37D,426
s
26,514
230
Z' (MIN)
18.5
23.1]
5
22,301
20.0
3' (M119]
17,0
21.75
43,875
SA
15,934
21.9
3' (MIN)
18-8
---
--
B
1,745,0
Wg_v
s' (MIN)
16-0
20.0
°,s°2,405
4
102.315
21.0
3' (MIN)
18-4
22.0
109,715
806,825
220
3' (M+ri)
1$-0
23.D
9a3,779
14
91,279
20.0
3' (MIN)
17.0
22.❑
209,553
TOTAL
3,739,194
-
--
VARIES
3.638.788
CONCRETE
BLOCKING .
GATE VALVE DETAIL
NOT TO SCALE
HOB GATE VALVE DRAIN i9 OPTIONAL AND CAN BE INSTALLED
FT DdSCRETON OF PERMITTFE PORTABLE PUMPS TO 8E 050
TO DRAIN 001R1 PONDS FOR MAINTENANCE WHERE GATE VALVE
GRAINS ARE NOT WSTAL{ED.
- ­ JUMS Lann[il."..a .. wig, yLr lf[ yMnV[ pL na.e'[[L -
DUE TO THE PRESENCE OF COQUINA AND OTHER GEOLOGICAL
FORMATIONS.
STORMDRAIN SCHEDULE*
'NOTE ORIGINAL STORMORAIN DESIGN INFORMATION SHOWN.
ONLY ITEMS INDICATES WITH REVISION CLOUD HAVE BEEN FIELD VERIFIED
SECTION Y
5D' ROW
17' 12' I • ,i 33'
24• ROLL CURS R� 6" ADC 6- MIN.
L3ITTER (TYPICAL)
r i
�y
RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
[ROADS G. J, K, L, M. N]
NOT TO SCALE
,e'
aa" ROLL cuRe ,►J
IMPERVIOUS
1-,/2• I-
'
GUTTER (TYPICAL)
9" A6�
a• NTH.
�
ONE-WAY
RESIDENTIAL STREET
SECTION
(SUPER -ELEVATED)
(PORTION OF ROAD t)
NOT TO SCALE
TOP OF SANK --
(VARIES)
3 RIP -RAP (SITE & NORMAL WATER
��1 /1-LDCATIDN VARIES) _
AT INLET/WTLE7
NOTE: BOTTOM ELEV.
VARIES BUT IN NO CASE
SHALL BE LESS THAN
18" BELOW INLET/OUTLET
PIPE INVERT ELEVATIONS.
TYPICAL POND SECTION
NOT TO SCALE
' IN SOME LOCATIONS 3" MIN. DEPTH CANNOT BE
ACHIEVED DUE TO THE PRESENCE OF COQUINA
AND OTHER GEOLOGICAL FORMATIONS.
60"0 x 24" TRASH RACK WITH
ANTI -VORTEX SUPPORTS AND HAND WHEEL FOR
EXPANDED ALUMINUM 7DP �8" LOW LEVEL
it " S7 OUTLET
NORMAL WATER SURFACE
EL 19.0 (CONTROLLED BY
RECIRCULATION PUMP)
38"r ALUMIH
GMP RISER -
3fi" ALUMINUM CMP
INVERT EL. = 17.08
-Co
coy-Co11
x
1F3rc7H
(n)
511E
wn
aPE [
NIEIIT
IxwA(n}
WYDIi
11P(n)
taY EC
000eln3
Fu 0.
ec{n}
une
Ijll(:ile
[ee]
Srh
(1A)
rurL
sLoPe (VI
al,EflT
PPerA,n)
INTENT
uo(+el
USN EL
nPae.Inl
IdIF 0.
up(h)
res9e-.s90
ew
IS
�r
t.+12
tABe
gals
2o.sp
3a75
oseA,-CBrg
s+
x4
esw
0.46
zPew
xn.xa
23106
xa.er
89p-89C
22v
la
ov
axs
xi+5
a170
]P 75
2s.37
ce.e-tau
,la
z.
cvr
Px
Yo.25
20.36
xFsv
z..e7
R9C-Ca9e
1
56
<pP
RYS
20.70
25.05
25.37
USE
fg}.)-ye.71[
65
16
LFW
0.x0
x0.3e
?t-pp
24.87
24,67
f1�.�9A
22
,a
,7p
ua3
xl.Ofi
xt.10
21 de
2SB■
LBaa-CB.0
gg
,B
CAP
0,20
7P.25
2p.24-97
FfSlll-c6 I
a
,e
crP
Opp
,aDO
2t,20
lase
xr.ea
eae:-mac
xx
Is
OPP
as
map
xies
al.sl
23.53
ca30n-caa9
ax
+B
cAp
asp
z,.20
0-51
x+.Be
2..7e
�-yeeE
xps
24
s*
am
20.0
29.50
zaas
x'_Ts
�cB1K
59
t6
CPP
vav
21.
21-75
z.,>e
24-x
aee�er
22
19
�P
ax
zrm
rs-ta
x4.7a
1175
fESA.-osw
111p
Id
ccP
t+aav
xx.0
,9.50
2s.29
ccee-G9sr
a,
x.
ar
ox
xf7.s1,
zan
2..rs
xs.Pa
resu-aese
k
24
cpp
e.ao
+7.00
20.00
,aoa
aa.76
CIA-C9SK
323
2a
yf+P
,,pe
17-9v
2p-5p
Y21p
2a.22
y193B
'_7)�: hlf56
PRIO��
;1 SITE
• �-� �
S57
VICINITY MAP
N
N07 TO SCALE
- - PROJECT BOUNDARY
- � TRACT BIXINDARY
�-_--r SCALE
EXISTING PONDS
POND NO. (SEE POND
SCHEDULE THIS SHEET)
OURS INLET
IRRIGATION POMP
BEHIND
CALCULAT10N5:
STREETS - 273,000 5_F,
SIDEWALKS - 10,459 S.F.
TOTAL - 283,459 S.F.
TOTAL TRACT AREA A 1,Q79,636 S.F.
IMPERVIOUS AREA
TOTAL AREA
,,p78,836
E
UPDATED LANDPLAN FOR TRACT M.
UPDATED ROAD IMPERVIOUS OALC
EMN
3/22/1
REVISED EMERGENCY OUTLET e1
AND #2 TOP ELEVATIONS, REVISED
POND DEPTH TO 3 FT (MIN).
ADDED ADDITIONAL OUTLET
LION
STRUCTURE POND 5, AND OUTLET
STRUCTURE POND 4 & REVISED
OUTLET POND 4, RELOCATED
D
OUTLET STRUCTURE/PIPING POND
3, COMBINED LOT A2 AND M2 INTO
L07 14R- TRACT 'M'. REDUCE
TRACT BOUNDARY PER REMOVAL
OF L07 A2, REVISED OVERALL BVA
02/13/15
% IMPERVIOUS CALCULATIONS. ADD
POND SECTION DETAIL REMOVE
RECIRCULATION PUMP, MODIFY
GATE VALVE DETAIL
C
REVISED PER QW4 COMMENTS CAPE
FEAR ENGINEERING, INC.
MLT
g 27 Qg
B
ADDED LOTS 8 THRiI 13 CAPE
FEAR ENGINEERING, INC.
MLT
5 3D DE
A
LOT A2 ADDED BY FREELAND
AND KAUFFMAN, INC.
MR
1 23 D7
REV.
DESCRIPTION
REV.
A 8Y
VI $
�J NOTE: THE ORiOINAL i
- - � STORMWATER DESIGN WAS
PREPARED BY K- DAMS �NI'%
i`-,- - - � FENNELL AND WAS MODIFIED BY
I I PERRY G. DAMS ON 02/13/15 � 5�>J�,l
I AND 02/04/16, THE PROPOSED -
i I MODIETCATION IS INTENDED TO � �� p= E
MODIFY ONLY THOSE ITEMS
INDICATED BY REVISION CLOUDS. �
NO OTHER CHANGES TO THE
PREVIOUSLY APPROVED PLAN- E ARE PROPOSEp.
SUPPORTS
Ta
SECURE STEM
-24" SLUICE GATE
El. - 17.16
� - - - BOTTOM EL
uNKNaWN
/'8 REBAR AT 12" ❑-C. EACH
WAY INSTALL 24'r RISER 3
LOCATIONS
EMERGENCY OUTLET #2
STRUCTURE DETAIL
NOT 7p SCALE
STD. CAST IRON ORIFICE PIPE INVERT
FRAME & GRATE � ,/--AT WATER SURFACE
Ware d
OF Txn_ CARALSNA.F
CAPE
FFIIIII,AR
ENGINEERING
751 Paofe Rd.,Suhe 709; BefvWa, NC, 28451
TEL [phone]; FAK(97°)383-TLW5
Khvw-capetearergirrealing-cam
N.C. LICENSE 4eC-iS2t
EL
`
�
PR0.ECT
WATER SURFACE EL
;;�
650-OW
36"x 36• PRE -CAS
,NAB SURFACE

u
� � 4
T
PROJECT k TIYAcr
El S2
73 14 'B' BOUNDARY
' ❑ �i ® � �r 1p 1t 13 14 i5
_- - ❑ 15 18
- _ _ i ❑ 4 DA-2 76 17
0 0 7
DA 4 t 2 A-3 , IlLFRLaa J(HP ' raw.am , 7 16
_ _ s 1 _ 1B
EXISTIO ~ AR-2e
VENTATED _r ,a.r4
x 36 ~❑37 ❑38 3355 5t767agwa1e7aw( e� E-mo1Lt4.e F919
SNALIE
20
- ❑
� �
t�� ~43 3g O ® 33 1 32 31 20 21
If w aw 31 2,
OUI-1 I30 22
POND #B.
n' xmro' t° LL4J4J ,e�,cr r-�.- 1 r a+' ` ._ c� ! 1- ♦' +59 , 23
19'WW
y� rtrt0.a � - - - - - - ` •28 23
r t38 \ �Io9.10 1 - _ - - e�tlw,a.e6 .5 .. ""✓ ` %�~ J •. 27 ♦ 24 l r
LJ 139 I +Ee DA 13 �❑ Eil❑j r��g , r 27
2 � -
r' ,/ ❑A -,a f, `. a8 ~ Y 47 ` ®..•'. � 53 _
f , ❑ s^t - .26 28
;: 10 140 � I ` 1' 131 � k t � � '•1 .+ e.- 54 i.
PROJECT & TRACT f Jj RIM- r
V BOUNDARY r ! h 29 180 [ out+iHn DA-5 , rr 1.
1t 14T / �� _ . 6iz2 \ ;� �.y\. ...W-Lo yxw
sa DRIMM 1 4 1G
2mv tIf 3O [r+'r]�T 1 +ems - { TIC � x` 1 23 1 I� - -- -
r W t� -
T2 ❑ ` ]6LF ss'cav-`...� 31 1 782 1� 1 24 �DA-7 S�
-
i 32 ❑. I pA-g
J� 12
33... ) ! .�. ®111E q-11;�6 67 \ \ rr 57
% JJJ ❑
t- - I . I .28. . ,a.7 26sv oA,WrAc + 1 1 our r 5B
F.3 143 } I58 ,rt-1r-a 4nr 2a l' ❑ 71 EAsealvrr .�..-.... @ ! -
% \ \ 27cmmmw� POND #9 NORTH \ 1L..tsa
;57 POND 1:8
14 144 1' � __• -
/'■r-te.es � w� ` � grr. i 4 + f � .�•:
25rt_t
}8 T45 2e-F 1a' 1 I t55 2a 23 l 1.T _ _ �.-. . - 20 1 DA-8 111e-tees 59 ++ _
r 13 15. sees gm cl_ ,
/ r • 115 , 7 4 - _ _ 14B se.5s 153 1/ 14. + _ � 4sLr Hlm
// 14 �� FS 147 ,-ape ❑ t5 2
- ❑ ` 1 k IC1 88 _ A 13 aur-ta
I LA 14B - I _ Masi• 9 `� -Ta �, 80 II
i5 r soar to _ _ aA-15 J xa• Cp ❑
19 .. 15Q 15T R'I 12 ®
16f ' 113 r � 8�8 - _ 149 2O flA-9
1718 TG I / 117� - o
112 01
1
/ 1 -9 Alr9sxl 8 108 _.4..
❑ D 09 Om f J r [�7 � i-' � 84 ® 1 1 �dE� •ae•E
J 1 18 nr.ss2a LAs T1Q 108 I.:F = i o-t u• ❑ �- ��- ti B1 {19 POND#8 y�,s'+iti� s9aa
107 - --AM-IRr . aA-a+t ° - 'r3rAd-;M oz . H+s e4 x5 nti►d �aR...
I�-wzn�� + } 51.7a' Fl�.a7N8y�r ".yd4•" TRACT 'B'
J-� • rt-at.to+ _ ►rtu>F�e'trr. _ - - .�:\. - -?e' y5.te' N'�- BOUNDARY
30' DRAINAGE j I A 18 1 lO5 �' _ r 7p .. .\ L_ i. `.. 1 7 93 - -
_ 1 ? d _ \ �`+ _, 1 i ❑ W HteR1'3U"IM
FiASEA1ENT��' / •.., T23 - 1 rt w.s,.a6 I04 103 - Ia+sAJ-- ' . ..
122 a nur_gtm L 1 r� ty 1 _ - PRNO #9 SQIjTH I 2P S
LAI
-
.STRUCTURE 11 _ 124 23 _...... rtciw r I r = 74 '�...........
LLUJ
.! 2t
- � ❑ 126 27 f t ® Fa4-1� -.a.w ® � p
POND m1O ` 129 28 0© - --I- - H - - sas aA r ' J
8 f $f
.l- - . - i 'ze.E1030 94 r ❑. .` NaT62'3D•W
TRACT lair �+ a~ = r `- - 27. 98 I 23 r IF• 24l6'
97
(ME SHEET SW-J) 24
I '�-RTztY45^C••' rou-•sa.sa .+r.Aa.t>r -MdA
'JOT Raw
26' 2S'
t5 If 1r 7 - 4
24' ROLL CURB &J CURB �8• MIN.
GUTTER (TYPICAL) g
RESIDENTIAL STREET
SECTION (CROWN)
NOT TO SCALE
24• RD
[;LITTER
RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
NOT TO SCALE
eel ROW
24'
GUT1
ONE-WAY RESIDENTIAL STREET
SECTION (SUPER -ELEVATED)
NOT TO SCALE
I
1�
f
PROJECT & TRACT
I
I
'B' BOUNDARY 1
10' IMPERVIOUS •
WN.KINO TRAILS !
MERGENCY OUTFALL f,
'.
�"-'-
STRUCTURE SEE DETAIL
THIS SHEET 1
Iy
REMOVED.
LOT
i
EXISTING TAKE
L404 WERA cs!
1 "-
_._ -
1- . "
- 1�'. •`
TILL
1 + . - ��' �..1.'•_ _ - . �� -��
11, �,� �,.-. - .• _ -.
- _ � � ". -. - _
- ...� r =� ..__ -: � -
III
(](��,
``l_.�.
- _.
III
11 [�
O'w- iTf1'C rl 11 1'- --_ .:' .. - .--.. III
[SEE SHEET SW--0
r`n !
PROPOSED
LOT BUA
LOTS 1-44
3.600 Sr
159.400 SF
LOTS 46-8E
51800 SF
249.400 Sr
LOT 89R
11,500 SF
111600 SF
LOTS 91-102
5.500 SF
62,600 SF
LOTS 103-13Q
5.800 SF
T62,400 SF
LOTS 131-163
5,000 SF
165,000 SF
TOTAL
rA400 SF
STRUCTURAL PLATE �. 11 - .. i6.44 5O'E - I ceRr4 `0'�'F r-'. ". ad`" . NOTE: THE ABOVE LOT NUMBERS REFER TO STORMWATER
ARCH CULVERT RS6'Is'27E a ..' - . - K PERMIT LOT IrS WHICH MAY OR MAY NOT MATCH LOT
(BY OTHERS) �+ "'l 'W_1 ..jyef `-- `. N947A'00'E . . • [BIOp NUMBERS ON RECORDED MAPS.
�I Ns4a}'art- _ 1 D5.51'Ni77a00•E NOe'ar5o•E
✓ e4,7e' - -- _o4oa• '!{' .OBIT 43.e5' .Add • 210,44' 1
N23V1'10•E
' J rE, 64.a3'
(SEE Sw_E) 2A51
2•-0. a•2'-p'
REVERSE SECTION STANDARD SECTION
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
GENERAL NOTESb
I. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND
UTILITIES BEFORE 13EGINNING CONSTRUCIORC
2. PROJECT AREA m 92.97 AC.
3. LIMITS GF DISTURBANCE CONNCURRENT WITµ PROJECT BOUNDARY
UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN ANO/OR AS DIRECTED BY
ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5, IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6, WETLANDS SHOWN PER PLAN.
5EAI�ENTATIONMAIN�NAN�PLAN
1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK, ANY NEEDED REPAIRS NULL BE MADE IMMEDIATELY
TO MAINTAIN ALL PRACTICES AS DESIGNED.
2_ TEMPORARY CONSTRUCTION ENTRANCE HILL BE INSPECTED WEEKLY
IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE.
MULCHING MATERIALS AND APPLICATION RATES
SCARING 0 5' INTERVALS,
3/0' x
3,000 PSI CONCRETE SIDEWALK,
BROOM FINM. SLOPE 5 4" /FOOT
t/2' E%P. JOINT • 24'
IN DIRECTION OF OBTAIN GE
INTERVALS TYP. EL ALL
L
"r
RADe INTERSECTIONS
S
1
COMPACTED SUBGRADF-J
CONCRETE
SIDEWALK
NOT TO SCALE
$QUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PR10R TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL ANO/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES PARY 7
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5. OR
GREATER),
7, PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
8, PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH A VIGOROUS STAND OF CRASS_
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS
STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING
DEVICES AND SPREAD EVENLY ACROSS THE SITE, GRASS THESE
AREAS IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING
DEVICES.
MATO& RATE FM AM I pDRM
I RATES�e�
STRAW 1-2 Lam hcAad aAR1s
�ra�r�
�•ur mcchl,q rred
TEMPORARY SEEDING
GRASS TYPE
AI&TV
1 269
1 INITIAL '
R,[ ORA1r
1-2 LM
NVV_ flW yW j
2E VHS to-sq--la VIA MA - RA
aRmrpr 4-u-m
1-2 LOS.
JW TMRU AM 1
261HS tb-10-w MA nA MA
PERMANENT SEEDING
GRASS TYPE
IODD v
SEEDING
INI'nAL
MAINTENANCE
TEPOARIA. COMMON
1-2 L48.
MR. TIM J.W
25 LRL ,0-,o-,o
MARCH - APRl
12 LBa HI-10.10
EACH " VZM
1-2 LO& N.
Y1R -APT.
$2 LBS 10-10-10
i x+Ni 1
6-7 ASS
rwu ACT-
FM Tau aT-
25 115. ,o-Ao-,o
Fm - YARc
x Las lo-,c 15
MAY a OEC
/2 m r La K
ga-r. - OC7.
NZ +1 (&Mal
r-R ML
MARPH TMRIA APR.
2e In 14-10-1e
FM - MARCH
5/2 701 1& %
RA
STAKES
SEDIMENT FABRIC MILL
WIRE BACKING
S
RUNOFF WATER
WITH SEDIMENT
1
ills_ y.
BURIED
SEDIMENT FABRIC �r ~
RISER STRUCTURE SCHEDULE
WATER
WATER
SURFACE O
SURFACE
RISERTOP
RISER
ORIFICE
ELEVATION Y INVERT
STRUCTURE
ATTON
ELEVATION
OUTLET ELEVATION PIPE 92E
h
2311O
22,01
21,00 16.00 410 LF 24' CPP
!a
22.DO
21,00
19.00
t&N
130 LF 24' {PP
OSTOp
2300
22,00
IROO
21.44
(2) Ze HOPE
STD. CAST IRON
FRAME & GRATE ORIFICE PIPE INVERT
.ey �AT WATER SURFACE
36% 38• PRE-0A5T -
CONCRETE RISER GDX -�y
OPTIONAL S' GATE VALVE
(5£E GATE VALVE FETAL]
PIPE [] 512E
STONE BSE - SECTION
POND RISER
NOT TO SCALE
SEDIMENT FILTER FOR DROP INLET
NOT TO SCALE
STD, CAST IRON
FRAME & DATE
36'x 36"
PRE -CAST
CONCRETE RISER
BOXY
e GATE VALVE -
GROUT -_
100 tl 100 200
moll
i INCH -1tle
24-• CPP
FRAME, GRATE & HOOD
N,C.D.O.T. STD. }840.038
m
SECTION X
BACK OF CURB
x
/ - --- Y
I
3'-O-
x
PLAN
SECTION Y
CURB INLET
NOT TO SCALE
}
4 /i STONE
z
W PLAN
35, t 15' #
s �
a 'm
SECTION
TEMP. CONSTRUCTION
ENTRANCE
NOT TO SCALE
r }
y�h z
4 �s2s,
se R/W
24' 8-B
CUL-DE-SAC DETAIL
NOT TO SCALE
CONCRETE BLOCKING J
GATE VALVE DETAIL
NOT TO SCALE
NO E` GATE VALVE DRAM! IS OPTIONAL AND CAN BE INSTALLED
AT DISCRETION OF PERMITTF PORTABLE PUMPS TO BE USED
TO DRAAN 00" PONDS FOR MAINTENANCE WHERE GATE VALVE
DRAINS ARE NOT INSTALLED.
60'e x 24" TRASH RACK WITH
ANTI -VORTEX SUPPORTS AND
EXPANDED ALUMINUM TOP
ELEV-20.44
k1,EV.19.24 r1-`
!
I
ISOMETRIC F
SILT FENCE DETAIL
NOT TO SCALE
NORMAL WATER SURFACE ELEV-19.0
(CONTROLLED BY RECIRCULATION PUMP)
HAND WHEEL FOR 6'
LOW LEVEL OUTLET
PROJECT
e
15NOLIA �,PR0JECT
• GRtENS �rSA•.
SITE
1A:p
56fi
r
VICINrrY MAP
NOT TO SCALE
�fr�
PROJECT BOUNDARY
TRACT BOUNDARY
DRAINAGE BASIN
DA-2
DRAINAGE BASIN LABELS
EXISTING PONDS
■
CURB INLET
FLARED ENO SECnON (FES)
•
IRRIGAT1CN/RECIRCULA7ION PUMP
29
MAP FOR RECORDED LOT III
rO
LOT # IN STORMWATER PERMIT
Notm
IMPOVIOUS CALCULATIONS:
STREETS - 244.322 SF
SIDEWALKS 24,394 SF
LOTS (SEE TABLE) 816,40D SF
EXISTING IMPERVIOUS = 0 SF
TOTAL : T,085,116 SF
TOTAL TRACT AREA 4,049,773 SF
IMPERVIOUS AREA
TOTAL AREA
1,085,158
4,049,773 (100) = 28.79X
E
REVISE MAP FOR RECORD LOT #17
TO IGR, ADDED WATERFORD HOA
INSTALLED EMERGENCY MAINTENANCE
DRAIN, VALVE OPERATED
EMN
3/2$/78
ADDED OUTLET STRUCTURE OSIOO
FROM POND-10 TO POND-B A STORM
PIPING, REVISED ELEVATIONS
EMERGENCY OUTLET STRUCTURE,
ELEVATIONS REVISED RISER
STRUCTURES 1&2 AND REVISED
LMN
ELEVATIONS TO CONNECTOR PIPE POND
9 SOUTH, REMOVED POND-9 NORTH &
POND 9 SOUTH CONNECTOR PIPE PER
O
CONSTRUCTION, CONVERTED POND-9
TO POND 9 NORTH & POND-9 SOUTH
DUE TO CONSTRUCTION CHANGES.
COMBINED LOTS 89&90 INTO LOT 59R,
02/13/15
DELETED LOT45, RE-CALCUL-ATED LOT
EUA. REVISED IMPERVIOUS
CALCULATIONS, MODIFY GATE VALVE
DETAIL
C
REV. BOUNDARY & ADD
SIDEWALK IMPERVIOUS
BCE
8 3 04
B
ADDED WETLAND NOTE
'BP
8 25 D3
A
ISSUED FOR REVIEW
'BP
a 13 03
REV,
DESCRIPTION
REV.BY
DATE
1+1 5
NUTE: THE ORIGINAL
STORMWATER DESIGN WAS „u,Iuu,ay
PREPARED BY K. DAMS � "I"o �yr'+,
FENNELL AND WAS MODIFIED BY :?'�'`•' •511 �9�_
PERRY G. DAVIS ON 02/13/15
ATdO 02/04%16, THE PROPOSED Q'�D r s
MODIFICATION IS INTENDED TO
MODIFY ONLY THOSE ITEMS ''
INDICATED BY REVISION CLOUDS.
NO OTHER CHANCES TO THE '••.,N el�1s�,�•`••
PREVIOUSLY APPROVED PLAN
ARE PROPOSED.
Wate
qYG�
Or'Lme cAnocsrws
CAPEFEAR
ENGINEERING
151 Pooh Rd. Suite 100; BeWv &, INC, 26451
TEL (910) V3-1 044: FAX [phone]
www.c"fe%v1vf?8edfv. cam
N. C- LICENSE # C-1821
36'0 ALUMINUM PRE
CMP RISER - SUPPORTS TO SECURE STEM NUMBER 850-001
EXTENSION TO 36"a RISER. SCALE : 11-100'
SPACING AS REQUIRED
DATE : MARCH 2018
8' SLUICE GATE
24' ALUMINUM
CMP
ELEv-1a.44
i1_14.79 _ WATERFORD
• - ' �`'��� STORMWATER DESIGN
12' THICK ° EQITDAI-
CONCRETE • • •
ANCHOR
APR Ur6 RE -BAR AT 12. O,C. ,EACH TRACT .Br
WAY INSTALLED THRU 24"O
RISER 3 LOCATIONS - -
I
EMERGENCY 0UTLET#1 STRUCTURE DETAIL
NOT TO SCALEs,+xt wueETR
650--001 SW-R

GARDEN CLl1B WAY
TRACT /G'
(SEE SHEET SW-C)
----- ._.._....
i
+ TRACT V f
(SEE SHEET SW-K) �p
r �
1
r-�
V
1 �
ILLI
-
1
1
of-
1
It POND #1
w ;
w r1 i
EXUM HOLDING, LLC D E EXUM HOLDING, LLC D E + 1
Lot #P Lot>#3
36,O W sl 38,679 sl w
f30,600 SF BUA) {32,67&30 SF BUA} 8 ��
MOTE: I I10IE: r •T-� .
I INCH -30 LOT #2 TO BE SOLD AND DEVELOPED BY LOT #3 TO HE SOLD AND DEVELOPED BY }
OTHERS. DEVELOPER RESPONSIBLE FOR OTHERS. DEVELOPER RESPONSIBLE FOR �J
OBTAINING INDIVIDUAL STORMWATER PERMIT. LOT , OBTAINING INDIVIDUAL STORMWATER PERMIT. LOT
TO BE ALLOCATED BUA AS SHOWN ABODE TO TO BE ALLOCATED BUA AS SHOWN ABOVE TO
DRAIN TO SURROUNDING NON -DISCHARGE LAKE DRAIN TO SURROUNDING NON -DISCHARGE LAKE
SYSTEM FOR TREATMENT. LAND PLAN SHOWN IS SYSTEM FOR TREATMENT_ LAND PLAN SHOWN IS
FOR REFERENCC ONLY & MAY NOT REFLECT FOR REFERENCE ONLY & MAY NOT REFLECT
AS -BUILT CONDITIONS AS -BUILT CONDITIONS.
PROJECT & _.
TRACT 'F BOUNDARY +<' A - ■. , -- "
II1
t7g-OF' 81"43' SSO192C
$20"'N
589'45'40'N •.
_ 1 y
1 '
1
PROLE ROAD IL �
TRACT 'F
BOUNDARY
POND r
♦ Ary4��
f FES2 /..
INV =18.81'
�, ♦ - /WOODEN WALKINGz�-,�
/ • / r TRAIL
r �
♦ : / p E � Ri
EXUM HOLDING, LLC M
/ m�' • Lot #4
25,645 s.f,
(11,999. is 5F BUA) 1
/ NOTE:
f f
TRACT 'C $ 'F' BOUNDARY f � LOT ,�4 TO BE SOLD AND DEVELOPED BY
_ i OTHERS. DEVELOPER RESPONSIBLE FOR
- - If / OBTAINING INDIVIDUAL STORMWATER PERMIT" L0T 1
05.93' - -- _ / TO BE ALLOCATED BUA AS SHOWN ABOVE TO
f - -----DRAIN TO SURROUNDING NON -DISCHARGE LAKE -
-SYSTEM FOR TREATMENT- LAND PLAN SHOWN 15
JI RIM-25.89' FOR REFERENCE ONLY & MAY NOT REFLECT
�2A•O4• r INV =19,88 AS -BUILT CONDITIONS.
I E
Ij A5S15TFp CARE HEADQUARTER __ _
I AT WATERFORD^-
-- Lot #1 swa o401a5}
-
{fi4,613, fia 5F 8UR} �
NOTE:
LOT #1 TO BE SOLD AND DEVELOPED BY
---- - OTHERS. DEVELOPER RESPONSIBLE FOR _ _ -
OBTAINING INDMNDUAL STORMWATER PERMIT, LOT_—
T -- TO BE ALLOCATED BUA AS SHOWN ABOVE TO _
DRAIN TO SURROUNDING NON -DISCHARGE LAKE
— SYSTEM FOR TREATMENT. LAND PLAN SHOWN IS FOR REFERENCE ONLY & MAY NOT REFLECT
L AS -BUILT 70ITIONS.—
I
LLIII1IiIillLLLll 111 L11-P-
MULCHING MATERIALS AND APPLICATION RATES
MMERA1 RATE PIA ACRE fc WARY p� HUES
SAIAN I-2 1m1: uNn!`rao�mvld reads cWe7 d�DIHn� Ire
TEMPORARY SEEDING
GRASS TYPE 1
G
INITIAL
MAINTE VICE
e1F ORNN 1-2 LOS.
NOW.. T/1u SW.
25 LBS 10-10-10
N� NA wA
IIRONMOP agypT 1-2 LBS,
MALE TGN AU0.
25 us 10-10-10
NA NA NA
PERMANENT SEEDING
GRASS TYPE
1000 5 .
SEEDITIME NGINITIALNC
anIMUw, Dysm
1-2 us.
,MAR. Tft AAC
29 LBL 10-10-1D
MARCH - APRI
12Hss 10-10-10
cACH a-d VMS
1-2fas N.
AID" - s T.
12 US, 10-113-10
5-7 L98,
FF�B.'lHFkJ MT.-
as 184 1q-fo-16
122 Lm MARCH
I to
1/2 m I LLO. IL
12 LR& 1DEa o-,o-1v
SERIC£A
Lcvn))UA LROpm
1-Y L9$
MAWH T ft APR.
23 195. 10-10-1v
ILL - IwAAn1
1/2 TO I La x
NA
GENERAL _ N{,TES:
1, CONTRACTOR R) FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES
BEFORE BEGIMING CONSTRUCTION.
2. PROJECT ARE, = 4.05 AC" DISTURBED AREA - 4.05 AC.
3. LIMITS OF DISURBANCE CONNCURRENT WITH PROJECT BOUNDARY
UNLESS OTHEMISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN AHD/OR AS DIRECTED BY
ENGINEER SUFSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SIRFACES ON ALL LOTS TO DRAIN TO POND SYSTEM.
6. ACCORDING TO THE OWNER, NO WETLANDS EXIST ON THIS TRACT,
7. ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS.
SEDIMENTATQN MNNTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILIT) AND OPERATION FOLLOWING EVERY
RUNOFF- PRODICINO RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY MEEK" ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAINTAIN ALLPRACTICES AS DESIGNED"
2. TEMPORARY CINSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY
IN ORDER TO (EEP SEDIMENT FROM BEING TRANSPORTED OFFSITE.
SEQUENCE _OF QONSTRUCTION
1, PRE -CONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNNG.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3, INSTALL GRAVEL CONSTRUCTION ENTRANCES.
C CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
6" INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7
DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5- OR
GREATER),
7, PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE
TO BE LEFT IDLE FOR MORE THAN 15 DAYS.
8, PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON" FERTILIZE, WATER AND RESEED AS
REQUIRED TO ESTABLISH A VIGOROUS STAND OF GRASS,
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
�Ve
APR 18 201a
PROJECT
fAn :MOt.+L
� URF%hE
VICINITY MAP
NOT TO SCALE
HHHHH� r r H�
PROJECT BOUNDARY
TRACT BOUNDARY
DRAINAGE BASIN
DA-2
DRAINAGE BASIN LABELS
,r
EXISTING PONDS
m
CURB INLET
1111-
FLARED END SECTION (FES)
JUNCTION BOX
29
MAP FOR RECORDED LOT 0
]0
LOT I IN STORMWATER PERMIT
NOTED
d
IIAPE t S CALCULATIONS'
LOTS {SEE TABLE)
140,069 SF
TOTAL
140,069 SF
TOTAL TRACT AREA
176,418 SF
IMPERVIOUS AREA
[1Do) x
TOTAL AREA
140, 089
176,418 {l00) -
79,41%
E
REVISED LOT BUA ALLOCATIONS PER
EMN
04/17 18
DEG COMMENTS
D
REVISE LOT 2-4 BUA ALLOCATIONS.
EMN
D3 2 18
ADD PROPOSED LOT BUA TABLE.
INCREASE TRACT BOUNDARY TO ADD
LMN
C
LOT J4, ADD IMPERVIOUS FOR LOT R4"
02/13/15
REVISE % IMPERVIOUS CALCULATIONS.
B
ADD LOT LINES, BUA LIMITS
KDF
Dl 13 04
A
ISSUED FOR REVIEW
JBP
& 8/03
REV,
DESCRIPTION
Y
DATE
N 5
NOTE: THE ORIGINAL
STORMWATER DESIGN WAS
PREPARED BY K. DAVIS
tN CARS
FENNELL AND WAS MODIFIED BY
r
PERRY G. DAMS ON 02/13/15
-
AND 02/04/16. THE PROPOSED
1
MODIFICATION IS INTENDED TO
- 030 jf
MODIFY ONLY THOSE ITEMS
INDICATED BY REVISION CLOUDS -
NO OTHER CHANGES TO THE
`q
PREVIOUSLY APPROVED PLAN
H
ARE PROPOSED.
�3
Ware prd-----
OPTHB RQ=Mg
CAPE FLAK
ENGINEERING
151 Poole Rd.,Sulte 100; 88101e, NC, 28451
TEL [phone]: FAX (910} 383-1D45
Www.capefearengineenng.00m
N.C. LICENSE # C-1821
PROJECT
650-001
NUMBER
SCALE 1't30'
DATE : MARCH 2O18
WATE 2FCQD
STQRMWATER DESIGN
TRACT 7
M10.ECT NNR]ER SHFFf NJMBEe
L650-00I
SW-F

V-a' V-0'
V-0'
REVERSE SECTION STANDARD SECTION
ROLL CURB & GUTTER DETAIL
NOT TO SCALE
PROJECT & TRACT
T' BOUNDARY
EASEMENT - EXTENDS IG• FROM TOP
OF SLOPE ON BOTH SIDES
1•
VARIES
I MIN. 3:1 MIN .. 24' ROLL CURB
VARIES 1 GUTTER (TIPICA
I
22'
9' SE
r 7 2
r2 _
6' ABC 6' MIN.
BEH+NO N
ONE-WAY RESIDENTIAL STREET
SWALE SECTION (SUPER -ELEVATED)
NOT TO SCALE NOT TO SCALE
HIGHWAY 74 &----
I
29, 1
I
p-4�5 1
1 R
25
-
50' R/W
24' B-B
CUL-DE-SAC DETAIL
NOT TO SCALE
1 13, 12• 1 ,2' is I
CURB &
(TYPICAL)-J
_•-cBCGUTTER
1
5•MIN.
BEHIND
L
CURB
RESIDENTIAL STREET
SECTION
(SUPER -ELEVATED)
NOT :O SCALE
SIDEWALK (TYP,) •E ... - - _ i �� �` `�♦
y'�• 0
75 -N ■■ PROJECT & TRACT
Ge 6129 / L (]4 .te- -, �'.
_- - -' G'i�6' ■ ,-1 'L' BOUNDARY
f � + 37 W ROW
,3L3 9' 4'
12' rf f 25' 25•
DA-2 53 I 40 +' r ' as - . -rrr ■ gj65 .
IS
I 112'
CIj 77 r r hh m 71 1 j4 .1 ��#73 r CI�71 ` rrrrrr it ' hh rrrr rrl s 4' r DA- R �, 11 2' ,o ,G' 2'
DA-2 97 r r rrr . rr ,t .. N. 1 r ,o rr I - qf7z , 'e"
rr
r , Fes76 r rrr r r r__. r r r r 1 1' �•_ 4 :Fi fi
rr r r r r -�
rj r�'rt � �., ` , � -/_ t ', rr r tr rr � , ` rr r rr h �, � rr ,r r , r, rr. r , ■ ,-,/2- I-x
r r r r FESIE67. 1 GUTTER (TYPICAL)
rrr r rr f r rr rrz , rr rr r r
rr rrr , 9�D.47Tg 5D•E L ' rj rr rrr rr rr ' ■ 55 rrr r - O� ,, rrrr rrr rl , . 1 6• ABC I, MIN.
rrrr r r rr f 1 70 ■ rrrrr , _ ¢ ' rr rrrr, rrr - 35 G.. '. BFJtINO N
g3 c21�aa,,' � rrr rrrrr , � ■ rrrr
, rr rr � • � a''� 73, ` rr rrr rr rr >, � _ ', rr rr R•42 1 ■ rrr rr rr rrr 34 � c1xs3 � � ,
ti rr r sz .. � � . e �� rr rrr r 1 ■ , rrr � 51 � rrr r` r'� � - � �! ', 1
rr rr� C� rr 5s r rr , rr rrrr I Boa m �- ao RESIDENTIAL STREET
1 rr rrr 87.64 • 91 ` rr rr rr , 69 rrr , . rr rr ' 33 -
r rr rr 436"U420•E 74 rrr rr . rr rr rr �, • rr r, z9 .1 SECTION (CROWN)
-37,D, "33"JO•E ""'4 . r / , r r rr 84.00 g0 ■ r r rr r r 1 1, NOT TO SCALE
r rrr 4 FEsfJ1 C #20 1 rrr , 50 r r r
rf r rr CIA17 , rrr 1 r { 30 _ R '
IIAIJLCHINC MATERiAI_S AND APPI (CATION RATF•R
MATOW
RATE RR AM
amm
W ES
STAAw
1-2 1w
�' rod w -
12ftilldd o6oy9w frun a
be tV, do�in.� n4
PERMANENT SEEDING
CRASS TYPE
AMOU
1000 V
SEEDINp
11
INM6L
MAINTENANCE
6EIRMU ,1 COUWON
1-2 LEIS.
APR lieu ANE
25 LIM TO-10-10
AIARCH - APRIL
12 LEI& 10-1wso
EAW + 6 WEEKS
1-2 LBS- NI-
WG - SEPT.
12 L96 Io-10-10
Fi11WWE. 7
(REAi11{Scx S1
5-7 LM
W.PT. TWIT Oct.
FPS- Tab+ OCT.
25 I95. 10 10-10
FM - NAROI
12 LSS. 16-10-16
MAY d cE -
1�2 TO 11B. M.
SEPT. - OCT.
7 LRS =0-I0-ro
tom?. (SLOPES)
T-2 LB&
MARCH THRO APW
Z5 L99. 10-Ip-10
FM - WARCH
1/2 TO I IH. H.
NA
C1869
rr rr rr, � � r � , rr rr rrr , ss 57 , rr rr 11 ■ , rr r , , � grsa 1 �� ' _ �c D
_ - r rrr FEs,�79 �r ' ` s12 . ` a�63 �r f• � � rrr rrr rrr . � � _ � � 1 rr rr ,r r , ■ 1 �` rrr�ri � 31 ,� , _ - ,
r `rrr rrrr
9FET�,6
r r 09�o'4D'E 7,fi .
r �� 75A0 1 r r J f 1 r r rr rr 97 ■
rr rrr rrr $ -2 ', rrrr 1 s7 GIs ' rrrr rrr 'L ' rf r -1 l rr rrr rrrr _ �■
r r r cl�a4 rrr rrrrr , s 'f r rrrr - B. N,
rfrrr fr
rrr rrr ` 4 87 , 77 �� rrrr rr , rr , ► �1 / r'�r rr 1 �
QENERAL_NOTES: r ■ L rrr s9 • rrr L rrr r, r - - r r , r z7 0� �•
rr L rrrr 1 r rrr r r, r rrrr I �`� ■.
PROPOSED LOT BUA
LOIS 1-95. 98-134
6,000 SF
792.000 SF
LOTS 96.97
5,800 SF
11,800 SF
LOTS 135-177
3,850 SF
165,550 SF
TOWNHOUSES 1-43
3,850 SF
165,550 SF
TOTAL
11KAXI w
ss r r r I
,, CONTRACTOR TO FIELD VERIFY ALL RUTION- UNDERGROUND � ?' r L - +r rr 46BE TO DR TER
r N f _
UTILITIES BEFORE BEGINNING CONSTRUCTION- ` rrr ' r rrr 1 ,/ r 1"'r r r rr r PERMIT LOT OS HM111CH MAY 0R MAY NOT MATCH LOT
r r , i r% r r r r r r r �r r r r I ~ 1 1 NUMBERS ON RECORDED MAPS.
rrrr , rrrrf h h rrr f rrrrr,r'rrr r rrr c1 D 1
2, PROJECT AREA 014.27 AC. DISTURBED AREA 114,27 AC- n� •,\ rrr rrr 1 1 L' rrr rrrr 1 1 60 1 r p r 1 47 rrr rr rr , r r rrf rrrrrrr rr ',
3. NO WETLANDS ARE TO BE DISTURBED BY THE IMPROVEMENTS 1 , r 85 e^a r r l 4 r r r r r r r 1 7
SHOWN ON THIS PLAN.. rr , Z* ', rj rr rr I rrrrr rr - rr frr rr -'L
4, LIMITS OF DISTURBANCE CONNCURRENT WITH PROJECT BGUNDARr �(� I rr rrr , I rr rr rrr fit rrr rr, rr rr t r , rr rrr rr rrrr r, g+Cr _ _ A 1 � ►�► �1 UNLESS OTHERWISE SHOWN_ L r r , rrr I I rr rr r rr rf r rr• r rr r rr 12 13 r, rr ,
f rrr 84 r h rr rr , 40' ROW. + rr rr rrr rr rr rjr rr rr rrr , r r _ [ 25
5. SILT (€J�CE TO BE INSTALLED PER PLAN AND/OR AS DIRECTED BY 1 r r � r r � r r r r r r r
ENGI12 SUBSEQUENT TO FIELD INSPECTIONS. 1 rr 1 80 r, rr 61 f rr rr r rr rr rr rr rr DA 14
r O r r I rr :rrrr - r r rrrr _ �rrrrr. 1
r r rr r I - i r 1 r r r r - ' rr rr FES#56' rr r / ►
6_ IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYSTEM. 1 rr I f r r 63 _ _ _ , _ r r rr fr r ,. �' - r / 14 I r r F
rrr rr I rrrr rrr � r, rr , r r r ' - - - ' r rr r , _ ► ',
7. ALL PONDS TO BE LOCATED IN RECORDED DRAINAGE EASEMENTS h rrr rr r , 1 r rr rrr rr r •. I frr rrr 11 _ rr rrr rrr r r rr rrr rrr rrr 1
r rr r r 4 f rrr rrrr r r r'r r- , 1
83
SEDIMENTATION MAINTENANCE PLAN ' r r 81 rr rr r rrr + rrr 1 rrr rr r rr rrr r r _ ' zz
aQ... ' & rrr rrr r Dom. 3 rrrr 24' e-N �+ rr rrrrrrrrrrr
rr i r 62 r r r r 15 rr r fr,r I E
1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WALL BE L rf _r�, r'� r _ _2t L''
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY , r r _ _ _ -_. r r f r I t r r 40' ROW _ r r r , •�
r r r r r_ __ r 24' g-6 r t
RUNOFF-PRODUC1#NG RAINFALL BUT IN NO CASE LESS THAN ONCE 1 rr rr - -` % rrr r rrr I 1 I p� r f r
EVERY WEEK- ANY NEEDED REPAIRS HELL. BE MADE IMMEDIATELY 1 r r r r r � � r a AQ R0� 'r I � rr rr r 20 A-1 5-
EVERY MAINTAIN ALL PRACTICES AS DESIGNED. rrr rrr r r rr rj rr r, rr, rr r rr rr r rr rr Ii i rrr
� r rr r rrrrarrrrFEs L rrrrrrrrrrrrr rrr ' ;,r , I ��r r a -•
r r r r f r rrr f r r r. ,- . 6 r 'r
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED 54EEKLY �} rf, r r r� r r r � r rr r r f • r rr r r r � i � I r r
IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE_ ..���JJJ } FES��41 Jr 'Y r r r rr rr f r� rr rj rf r� J F�f ft,. I FE r' r 1n8
r r r rf r i_ r r r I A I p 1 �-/
rJ r r rr rr r rrr FEG/SQ I :rrrr ,C105 11 r;`�
3 rrr 17 1
r , rj rr1 rr ,y [ lO1 ,AR 99 98
,L32 D rrrr ' CI#52'_7�
. r rr 1_ + p► 'pM��'+' r r� y14'10'4A- JN2
3B.B6JB6N1 CINl5 CI#22� •.:y - �f
p- r CI�'24 `rr , _ .•' .�7
#4g
rx rrrr �n r Iy- 103
_-
r
C1423 _ CI�5�:
r rr 0#43 40' Row
rrrrrrrrrrr _ - 4J r ■' 123 124 1 a 1 zs I z4' B-B , 7z i 17r o n JB34 �;
,Las _ '� C1f1
147 ' 1 'I C1112 173 1r t7❑ '•'r
�' rr rrr r! I r, rr rr rrr - f a0' Rn lG1435 2q• 8
/ rrrr . . G,r46 _ 121 _ ' • r �� � 056M fr r rr �r
_ r t74 N�
r / r rrrrrr frw 11 CI r - rr r rr/ rrr r/ ��� r rr rrrr I I 1 &9 �' DA- 00
■ r rrr 1 Q8 1.24 rrr r r r r rrr • I Clos n
rr rr rr t rr rr r - r 175 BERM
FESP O
CIj140
s SI4237D'E ,DA-8 ,- rrrrrr� rrrr Has ,za r i n
1 933.50 / 127 I 176
sDe4D3D w s5rsa'oQ E r r r o' I Q 167 e = TRACT '0'
3� D4, 64.01 1 r r r DA-5 1 a j a,ET7
r rr► ) fr rr rr • - - CI a►z9 - gJ26 m [SEE SHEET SW
�__-__�Nea:sizs4 YI rrrr,rrr r ' 1 177 166 1 40' ROW
N791D6'40'W 4p r
o~ 4a71
, r FE5�44
y1
■ . 1 r7 ' rr rrrr 1 13j }8
- r `1 adRD� L'' rrrrrrr '.- 132TO
�'' ,34 135 t65 !'� c(l)
o
1-
�� r r FES�7 I I _ 0#28 arzi
e�' ■ ¢ 1 rs ' rrrr rrrr rrr 'rr r� rr - q#5 I 1 ao6 , 36 t 54 ° + 1
`'C 1' rrrrrrrrrrrrrrrrrr r r r n '�i
n�' � � rr rrr rrrrrrrrrrr rr �rrrf rr :rrrr. rrr rrrrrr f- - � � � 'Q � -
O r rf rrrr rr rrr rr rr r�� r rfrrr8-13137 TRACT 'M'
bJ ` �� , 1�a -- _ __ _ _ _ -_ rrrFES#4I I ,13 1s2 a9 -� (SEE SHEET SW-M)
I �- �• 'r r r• 1= ,3s 1 1 Mm 1 J C108
�'1,70©v0
�s't�I7011011®0
^•=I>vl>v��w
�.:�■[arld�o
Ili?-:�I1011©Il®�w
y1�0v0
NAME W G HT I SPEC10RCATIDHS
RIP -RAP
CLASS 7
5-20-D
WX SMALL WEIGH AT LEAST 100 LOS
EACH. NO MORE THMe 101 SHALL
WE04 LESS THAN 15 LOS, EAC i
[LASS 2
25-250
US SHALL Wppl AT LEAST 100 UPS
EACH. NO MORE THAN Ss SHALL
WMK L95S THAM 50 Les. LAM
EA09ON CONTROL SU011E
CLASS A
Y-6-
10; TOP 6 80TTOW SIZES,
NO CRADATOM SPECIFIM-
CLA.45 9
jja-_XX)j
I NO GRADATION SPEQjnM-
1 * ,la ' rrr rr _ F {PIPE DIA.
DA-9 I,r Ito ' rrr rrr _ 5O' RD I sr _ ` L
1 {
CI#49 r ,rrr rrr 1 139 24' � jIj y q
r_, • I rrrr _ 1 1• '{ n E
43,
DG' D Too,RIPRAP r- ce �' ` !rrr r r r _ 14a i + 1 sR r , ry M,EN�
INCH -,00' ► , r r� 15a�� I PpNO TYPICAL CONC.
- - . 'A rr,141 1 _ / ` SECTION END
5 0
9
SEQUENCE OF CONSTRUCTION �S1N- ' �s#+7, rrr rrr fr r V -�Sol D w I ■ 153 i S7 j-�J 151 7 I A ISOMETRIC VIEW A
- r rrrr A 14z �- 15s�/
1. PRE -CONSTRUCTION CONFERENCE TO BE HELD PRIOR TO f
BEGINNING. ]'�� t�+ _ - - r �' s2v&;ID•e . 155 i52 r {'H sn2- x w
2. DETERMINE AND MARK LIMITS OF DISTURBANCE. ""A'iCT �' 1� �� � 9r7_20 � 154 153 � r
�E��1 L.272f1 143
S �N ��Rr18 m 14d r - DA- r , . o . PIPE DAL
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES. STD, CAST IRON Wti e' IN - APRON VON
FRAME x GRATE LSD 145 G'2` .O
1 a - PRROONN DEPTH 3 x RIPE ■ NNw
4. CONS UCTLON OF $WALES AND ROCK DAMS. �,x 1• -Ib 146 L PLAN
W2F-CASs t47 y'1 N LaLa
5. TOPSOL REMOVAL AND/OR STORAGE. C*NCRETt
RISER BOX _ ?L,, � 1�8 149 CI�.31 �F ROW!
ECT AND MAINTAIN ALL EROSION CONTROL DEICES EVERY 7 e- yu g I C,f T TRACT 'K'
6. 1)Ay AND AFTER EACH SIGNIFICANT RAINFALL EVENT 0.5• DR �'�G � �'
GREATER).` ► � ' • ; rr, r -DR "' 9R , (SEE SHEET SW-K) d T FILTER
SECTION A -A BLANKET
7- PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE 2a"1 cPP , [� ffJD�■� _ Re���.' T 1A•
TO g� LEFT IDLE FOR MORE THAN 15 DAYS_ 1 r ��L. ' r "+Y� y{h'� "•;q7 K'� r[.:...`�5��/ 1 CULVERT PROTECTION
�•YYcj_`'� 'rL rr' _ - (� ��I• SW -A) 1 RIP -RAP AT FLARED
B PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT CONCRETE j I _ r1 r: ' : �_
FINAL GRADE AND IN SEASON, FERTIu7E, WATER AND RESEED AS
8LOCKING
REWIRED TO ESTABLISH A VIGOROUS STAND OF GRASS.
GATE VALVE DETAIL
9- AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS
NOT TO SCALE
a STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING
NOTE: GATE VALVE DRAW IS OPTIONAL AND CAN BE 04STALLED
DEVICES AND SPREAD EVENLY ACROSS THE SITE, GRASS THESE
AT DISCRETION OF PF_RM177EE- PORTABLE PUMPS TO BE USED
AREAS IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING
O DR IN DOWN FORMAINTENANCE WHERE GATE VALVE
a
DEVICES.
TPONDS
END SECTi ON
N07m, NOT TO SCALE
SEE APPROPRIATE SCHEDULE FOR OIMENS40NS
1, LA 11 the 161 J1T, Of 01C rIpm opm not Its Non W.
2- A Mtw blw*ol w Nlv fohrlc mould Ce :+stalled 6Ft-
tlu Zw and AN fo dvtlon
STORMDRAIN SCHEDULE*
*NOTE. ORIGINAL STORMDRAIN DESIGN INFORMATION SHOWN.
❑NI. Y RFUS LMDIC►TFS UH1H RFN4ON CY [Yln SH►uF AFFN Pin VFA
LINE
LENGTH
(11)
SIZE
GIN-)
11ATL
INVERT
OOWN(ro
RNVERT
LIp(N7
A* EL
OOWN(ft)
p2FIR
FE I Ci
56
16
HOPE
21.130
21.50
22.50
aftopm
22
,8
HDPE
21.50
21.69
25.44
$59
16
HOPE
21.00
22.49
R250
19
HOPE
22.4A
2x7O
2L45
Sp0-p 1
37
18
HDPE
21-00
;,-52
22-50
25.58
p 1-d/12
2;
,B
HOPE
;1-52
21-03
25-5a
23.56
FE 11 -C7,14
36
10
HOPE
18-50
27-47
21-00
26.42
CrF14- ,15
22
18
HOPE
V.47
2247
26,42
26,42
f�5i16
1S1
24
HOPE
19-50
19-62
21,00
23.82
Crn -p
88
18
HOPE
1%52
20.22
23.82
24.D1
8-d
22
in
HDPE
20L22
2CL26
24-01
24A01
p 7-P O
22
,8
HOPE
20.03
20A7
23.82
23.82
1`E5121-Cl/22
24
30
j HOPE
19-50
1 20.42
t 21-00
25.99
22-d 123
22
30
HOPE
20. L2
2Q.46
25-99
25.99
G -p 124
135
30
HOPE
20.48
20.73
25.N
28.54
h
46
30
HOPE
20.73
20A3
26.54
28.09
-
312
30
HOPE
20.83
21.57
26.09
26.07
-
87
24
HOPE
21.57
22.34
26.0
26.38
-
22
24
HOPE
22.34
22.38
26.3E
26,38
-
22
TB
HOPE
21.57
2x32
26.D7
26.D7
0 ►3t
109
78
HOPE
21,50
22.87
2.3.011
26.49
p 1-CI 2
22
IS
HOPE
22.07
23-14
28-09
26.09
-JB
13O
2i
HDPE
19.50
7!l-48
21.00
26-28
J8 -p
-
24
1{OP€
20.48
20-79
2028
25.61
-
22
24
HOPE
20.79
20A4
25.61
25-6T
-
122
24
HOPE
20.64
21.0E
25.61
25.08
374
24
HOPE
21.0a
21.83
25,98
28-08
22
18
HOPE
2i-93
22-33
26.06
ze-0a
22
16
HOPE
21-08
2x13
25.88
2588
1_p
184
16
HOPE
19.50
19.68
21A0
25. 11
-
22
18
HOPE
19.68
1931
2SAI
M11
/44-p
,90
18
HDPE
21.00
22.36
22,50
26.15
p -d
22
18
HOPE
M30
22,40
25.15
26.15
µ -dµe
31
78
HOPE
21.00
2252
22-50
27-35
CIj48-d
22
IN
HOPE
22,52
23-60
27-35
27.35
FE5,50-p11
161
15
HOPE
JOI50
22.31
21.00
26.44
p 1-
22
15
HOP€
22.31
2YA9
28-44
28.44
FE5/53-C
161
7B
HOPE
19.50
22-12
21-CO
25,23
CII5i--p
22
IB
HOPE
22.12
2x46
26,23
26,23
159
to
HOPE
19.50
19-52
21,00
21,70
22
IV
HOPE
19.0
19A2
25.78
25.78
-
164
t8
MOPE
19.50
2160
21.00
27-43
T- 2
780
I8
HOPE
19.5Q
27.35
11.00
25-36
Gw6 -
22
19
HOPE
21.35
2L61
25-36
25-38
FV5g4-CIP8_-
t9
HDPE
19.50
20L95
21.00
25.61
22
is
HOPE
20.96
21.86
25,61
25.61
e
205
In
HOPE
19.30
20-16
1 21.00
23.96
CI 8-O 9
22
18
HOPE
20.10
2A23
23-96
23,90
5,7D- 1
$69
18
HOPE
19.50
20,05
21-00
23.66
1-
22
18
HOPE
M05
20.13
23-f1B
218a
OSOW-JUNNI786
36
HOPE
19.82
19.47
2G.a9
23128
fE+l-
190
36
HOPE
19A7
19.87
22-07
26.A9
M-
168
36
HOPE
19.75
19.80
26.92
23.Y4
dB8,F42-
.-
I
I HDPE
19.80
19AO
=00
2692
ri.S#73-avoi
-
7aI
HOPE
0174-
22
18
1 HDPE
67
90
18
HOPE
-
22
18
HOPE
170
78
HOPE
- 1
22
18
HOPE
2-
,SO
78
HOPE
22
I8
TOPE
5-Jei7
1 22
1 72
1 RCP
10.78
as.4e
rLFcaarO� -
1111�
PROJECT BGUNDARY
+•�� +�
TRACT BOUNDARY
IiII:I �, ::.Iil:i I:. •Ii : „
DRAINAGE BASIN
DA-2
DRAINAGE BASIN LABELS
EXISTING PONDS
Pt
CURB INLET
0-
FLARED END SECTION (FES#)
JUNCTION BOX
29
MAP FOR RECORDED LOT i AND
STORMWATER PERMIT LOT 1
11PERMOUS CALCULATIONS:
TREETS
385,070 SF
IDEWALKS/PARKING -
81,855 SF
OTS (SEE TABLE) -
1,134,700 SF
TOTAL
1,5BI.625 SF
TOTAL TRACT AREA -
4,944,601 SF
IMPERVIOUS AREA
(1 GO) = 7E
TOTAL AREA
1,5B1,625
4,944,s01 (100) =
3L99%
D
REV, LOTS 96. 97 AND TOWNHOUSE
BUA PER RECORDED RESTRICTIONS
EMN
3 2 8
C
REVISE TRACT AREA, RENSE OVERALL
BUA AND % IMPERIOUS CALCULATIONS,
RELOCATE OUTLET STRUCTURE.
REMOVE POND SECTION DETAIL.
MODIFY GATE VALVE DETAIL
LMN
02/13/15
B
ADD POND SECTION DETAIL
KDF
2 8 7
A
ISSUED FOR RENEW
.156
9 8 O6
REV.
DESCRIPTION
REV BY
❑A
NSims
3,OW PSI CONCRETE SOEu'ALX, SCORNG O e INTERVALS,
NOTE: THE ORIGINAL
BRON R NISH. SLOPE ,/4• /TOOT
3/6' . 3/6•
STDRMWATER DESIGN WAS
IN DIRECTION OF DRAINAGE
PREPARED BY K. DAMS
7/2' Exr• JOINT a 24'
FENNELL AND WAS MODIFIED BY
I ADIJ IALS SECTIC AT All
RADUINTERSECTpiS
PERRY G. DAMS ON 02/13/15
•
AND 02/04/16. THE PROPOSED
T
MODIFICATION IS INTENDED TO
MODIFY ONLY THOSE ITEMS
INDICATED BY REMSION CLOUD$.
COMPACTED SLiBGRADE
NO OTHER CHANCES TO THE
D
PR"OUSLY APPROVE PLAN
CONCRETE
SIDEWALK
11 PROPOSED.
FRAME, GRATE do HOOD
N.L
SECTION X
BACK OF CURB
x
x
PLAN
SECflON Y APR I
CURB INLET.,
NOT FO SCALE �J
�11 at�r orc�
at THt CAFtU LI N.•.S
CAPE FEAR
ENGINEERING
151 Poole Rd.,SOHO 100: Selvdi9, INC, 28451
TEL [phone]: FAX IS101 303-1046
wMv-capefewongrrIaerLng-mm
N.C. LICENSE N C-1621
PRO.ECT
NUMBER 1 65�007
SCALE : ,'-100'
DATE : MARCH 2O18
WATERFORD
STORMWATER DESIGN
TRACE' 'L.'
'� '-C�" ••! 9ER 9FIi [:AMBER
650-001 SW-L

Sc
All
J
POND #5A
TRACT 'A'
(SEE SHEET SW -A)
TRACT 'K'
(SEE SHEET 3W-K)
$0 U 80 16D
1 INCH =SO
QV
r p`ONo
F, 'BERM
1
1
LOT 17 OS14A l
131,990 s.f. ORIFIDE=2D.D 1
3.03 ac r
� r
I
JB�101
PRO) T BOUNDAR'!
1 1
Crg102 '
FESIy100
LOT 16
67,899 s.f '
f r
1.56 ac 1
Cl yi p3
+ TRACT 'M' BOUNDARY
7 Z I
LOT 15 1
58,144 s.f. '
1,56 ac
f '•47 � 1
CIy104 1
1 '
I 1
1
1
0#105 1 $ r
LOT 11R
65,355 sl '
1.50 ac
3�13 1
1
� 1
I � r
1 '
cCgJ1{ r1
+�
CBg28 I
CBgt9� 1
1 - -FE ¢'32 I '
LOT IOR
93,856 s.f. ES#'29 I
'r I
iT 2,15 ac
1i r
d. V
C60
\-CB/15 I
�OBjll6 C3j12T /
C9#17 FESIP18 '
�ti I
F"ES#8
PP#23
PPy
1
� PP#2 I
2
vs PP#25 X" 11
0 ,
PP,g24 '
� 11
P
I
KING FEDERAL ,
GREAT UNION
51A35 s.f.
1.18 ac I
BLACKWELL FID SE
OUNDARY SH Kim
I
f
f
r/
TRACT V
PROPOSED LOT Bl1A
LOT 8 -
35.769 SF
LOT 9 REVISED =
63,430 SF
LOT 10 REVISED =
58.217 SF
LOT 11 REVISED =
45,000 SF
LOT 12 REVISED
248,D00 SF
LOT 13 REVISED =
10,000 SF
LOT 14 REVISED =
310.000 SF
LOT 15 REVISED =
46,500 SF
LOT 16 REVISED
45,000 SF
LOT 17 REVISED =
84,500 SF
RESERVE =
4b,13D SF
TOTAL
971.566 SF
T. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES
BEFORE BEGINNING CONSTRUCTION,
2. PROJECT AREA = 34.96 AC.
3, LIMITS OF DISTURBANCE CONCURRENT WITH PROJECT BOUNDARY
UNLESS OTHERWISE SHOWN.
4. SILT FENCE TO BE INSTALLED PER PLAN ANO/OR AS DIRECTED BY
ENGINEER SUBSEQUENT TO FIELD INSPECTIONS-
5- IMPERVIOUS SURFACES ON ALL LOTS TO BRAIN TO POND SYSTEM.
6. NO WETLANDS ARE TO BE DISTURBED BY THE IMPROVEMENTS SHOWN
ON THIS PLAN-
SEDIMENTATION- MAINTENANCE PLAN
T. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERAT10N FOLLOWING EVERY RUNOFF -PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK- ANY
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEERLY IN
ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE.
SEQUENCE OF CONSTRUCTION
1. PRECQNSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS,
5. TOPSOIL REMOVAL AND/OR STORAGE.
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER
EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO BE LEFT IDLE
FOR MORE THAN 15 DAYS-
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN
SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED TO ESTABLISH A VIGOROUS
STAND OF GRASS.
9, AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL
ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND SPREAD EVENLY ACROSS THE
SITE- GRASS THESE AREAS IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING
DEVICES.
MULCHING MATFRIAI S ANI7 APPI IC'ATi0PJ PATFC
WILRIAL RATE PER AM
OIIADTY
ROIES
STRATI 1-2 tan
W>cd
u�l.�mlr , Muuid .coda
a m'n� mul�
� u4er� do.n.
TEMPORARY
PERMANENT SEEDING
GRASS TYPE
AMOU
1000
SEEDING
INITIAL
MAIN NANCE
BERMUCA. COMMON
1-2 LB°+
AM TIRu AWE
25 L86. t0-1v-1v
UAKH - M)Z�
12 LOS 10-10-10
ERCH ♦r8 WEWS
1-2 1B5 N.
Avc. - SWL
12 LOS 10-10-10
FESC:IIE. TALL
02XiL1C11Y 30
5-7 In
9EP7. Tm OCT.
f13. T'" OCT.
25 km10-10-10
FW. ^ MARC-
12 LRS W-10-W
MAY s WC.
1/2 TO 1 L8. SL
SEPT. - mL
12 LBS- ID-10-to
LEBPEOEIA (SLCP69)
1-2 L66,
MARCH THft ,APR.
25 L8S fO-10-10
FES. - MAKH
1/2 TO 1 Le. It
NA
STORMDRAIN SCHEDULE*
*NOTE; ORIGINAL STORMORAIN DESIGN INFORMATION SHOWN.
LINE
LENGTH (FL)
Si2E (114.)
SLOPE (IQ
MAr-
INYERT
DOTM(ft)
I
RIM EL
00nN(R)
HIM EL
LLP(fq
08 - !1
30
36
am
RCP
21.74
P21,W
26.88
26.66
/2-03
}87
7B
Aia
RCP
21-87
28.66
25.71
CBl3-C$!4
36
36
1,03
RCP
21.18
25.71
25-83
C313- LB
%
42
0.83
RCP
21.05
21353
25.71
2&03
27
36
0.41
RCP
21-05
21.16
25.71
25-69
.IB -CB/6
i9
48
1-16
RCP
21-16
21-74
25.69
28-66
�!3
154
54
0-08
RCP
21-74
21.87
2$.68
26-68
CB -JBl9
110
38
GOO
RCA
2105
21.Ffi
26.05
25-69
JB -CBl10
119
38
0. a7
RCA
21-05
21.61
28.65
2898
CB,f1p- !11
3a
38
0.38
95;
21.65
21-7$
25.96
25-M
J8l9-CBl12
128
360.30
RLP
21.05
21A3
26.&5
25.67
W -CB 3
3B
24
0.31
RCP
21.i3
21-54
25.67
25.87
114-CB
219
15
0.50
P
25.89
25.86
30.25
31.75
1 -C8/IS
65
15
0,52
?
24.81
25-52
31.75
31.65
117
1"a
0.41
4
2a,47
25,05
31.A8
Ep-47
FTSl1B- 7
38
15
0.41
7
2aD0
25.50
30.47
C6117- !
92
15
1.58
v
2a-00
M50
M47
31.8y
CBl21--
001
15
0.20
Y
29-45
26.70
31,85
30-29
CE!'20- II9
82
15
0.28
Y
25-65
26-92
M29
31.86
PPi22-PPl23
70
36
0.07
1 RCP
19,60
19-85
22.80
22. B5
l24-PPl25
70
36
M07
I RCP
mu
19-57
22.62
22. 59
6-PP
70
34
0.07
1 RCP
19.53
19-68
22.453
22.88
82
15
3.12
1 RCP
24.55
27.11
2&65
2"
31
216
1 RCP
1-mbkoiz
340
1 RCP
17.80
-JBl3i
163
48
017
HOPE
20,09
762D
- j35
313
48
0.133
HDPE
20.05
20.15 1
2&20
30.61
JBom
359
4$
0.
HOPE
20,10
Zan
30.81
28-78
- 13
289
?8
009
HOPE
20.fi8
20.93
2&70
20-29
-OS
151
36
&08
llr r;
20,99
21.75
2028
22-0
-OS
176
72
RGP
20.54
2&75
FES041-OS14A,
324
60
0,11
RCP
1$&$
19,05
23.68
22-00
367
24
0.03
CPP
1$63
18,73
21=44
20-63
19
18
0.53
HOPE
20.00
20-10
21-50
27,21
-
75
18
A52
HOPE
20-10
20A
27.21
26.57
a $- !48
5a
i8
A52
HOPE
20-10
20.44
27.21
27-11
CR 6- i
9B
18
0.51
HDPE
20a9
20.98
26.57
28-64
a/48-CIl4
103
18
"1
HOPE
20.44
20.97
27.11
28.36
CI /49-a
SO
18
0-92
HOPE
2197
21.43
i&N
26.54
aj50^p! 1
67
18
0-52
HOPE
21.40
21.83
28.54
2&t5
m#im-ja#lO
Ia
24
0.18
HOPE
19.50
211
28-33
JBj10t •CI!
8t 1
24
0.25
HOPE
M-D)
20.21
28.33
26-66
CIl102-CI 1
57
16
0,25
HDPE
2021
M36
2&65
25-63
CIj103-CI
22
18
0.21
HDPE
21-96
22.02
25.fi3
25-53
CIl103-Gl1 4
220 1
18
0.25
HOPE
20-116
20.90
n 3
25-50
q 1104-CI O5
88
18
0.25
HOPE
20.90
21.12
29.50
23-32
gl10 -G 1
33
18
0.25
HDPE
21.12
2131
23-32
23.40
PROLIECT
sm
I
sst
s66
VKNNfTY�AP
NOT TO SCALE
L GEW,
111�
PROJECT BOUNDARY
TRACT BOUNDARY
--' ••^•• •'
DRAINAGE BASIN
DA_2
DRAINAGE BASIN LABELS
.. ..- .--• -
EXISTING PONDS
CURB INLET
r
FLARED END SECTION (FES)
r
JUNCTION BOX
29
MAP FOR RECORDED LOT N AND
IN STORMWATER PERMIT LOT
NOTM e
IMPERVIOUS MCULA71ON
STREETS - 73,500 SF
SIDEWALKS = 9,000 SF
LOTS (SEE TABLE) _ 971.566 SF
TOTAL 1'054,066 SF
TOTAL TRACT AREA 1,470,608 SF
IMPERVIOUS AREA
(10p) = X
TOTAL AREA
F,054,065
(100) = 71.689
1,470,608
COMBINED TRACT M & 0, UPDATED
EMN
E
LANDPLAN, REVISED BUA, ADDED
STORM STRUCTURES 100-105
3 22/1
UPDATED TRACT LINES & UPDATE
STORM DRAINS, COMBINED LOT A2 AND
LMN
D
M2 INTO LOT 14R, REVISE LOT 11/12
02/13/15
AREAS
C
REVSED PER DWQ COMMENTS CAPE
MLT
6 27 08
FEAR ENGINEERING, INC.
B
ADDED LOTS 8 THRU 13
MLT
5 30 De
CAPE FEAR ENGINEERING, INC.
A
ADDED LOT MI, M2 BY FREELAND AND
MR
KAUFFMAN, INC.
1/23 OB
REV,
DESCRIPTIONREV'BY
DATE
VI 5
NOTE: THE ORIGINAL
STORMWATER DESIGN WAS
SN CARp��,A
PREPARED BY K. DAVIS
;
FENNELL AND WAS MODIFIED BY
PERRY G. DAMS ON 02/13/15
-
=fO3O
AND 02/04/16. THE PROPOSED
=MODIFICATION
-MODIFY
IS INTENDED TO
ONLY THOSE ITEMS'i
• r+
•. r�7Hr
INDICATED DY REV15lp1d CLOUDS,
NO OTHER CHANGES TO THE
PREVIOUSLY APPROVED PLAN
ARE PROPOSED -
Ware rd
Oa=Tt�E CAROLiNiti
CAPE FEAR
ENGINEERING
151 Pm* Rd..SOI& IOp; Setywo. AC. P843}
TET- {J10) 3S,7-1044; FAX [phone]
%M' W-CHP8f8RfBt✓[JiAtBBnOS.COlO
VC, LICENSE ff C-1 E.21
PROJECT
550-DOT
NUMBER
SCALE 1" = 80'
DATE MARCH 2O18
WATERFOR❑
STORMWATER DESIGN
14
TRACT V
P -CT NIRAFA-cft -11 -
s50-009 Sw--M

l 4
a

I, MICHAEL LEE TACKETT, P.L.S., CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK 4099, PAGE 834); THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DRAWN FROM THE INFORMATION
FOUND AS NOTED HEREON, THAT THE RATIO OF PRECISION AS
CALCULATED IS 1:10000+; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH GS 47-30 AS AMENDED. WITNESS MY
ORIGINAL SIGNATURE, LICENSE NUMBER & SEAL THIS THE 9th DAY
OF NOVEMBER, 2018.
I, FURTHER, CERTIFY THAT THE SURVEY IS OF ANOTHER
CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING
PARCELS, A COURT ORDERED SURVEY, OR OTHER EXEMPTION OR
EXCEPTION TO THE DEFINITION OF SUBDIVISION.
MICHAEL LEE TACKETT
PROFESSINAL LAND SURVEYOR
LICENSE NUMBER L-4556
COMPANY LAND LLC
❑. B 3714, PG. 1020
P1D:0470003608
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, , REVIEW OFFICER
OF BRUNSWICK COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS ALL STATUTORY REQUIREMENTS
FOR RECORDING.
DATE
REVIEW OFFICER
PRELIMINARY PLAT
NOT FOR RECORDATION,
REAL ESTATE CONVEYANCE,
OR SALES
20.00
a
m
159.07'
20' DRAINAGE EASEMENT PER M.B. 28 PG. 389
-I OtI M I
DHP LLC
❑.B 1929, PG, 1312
P.B. 28, PG, 389
LOT 1 SECTION TWO WATERFORD
COMMERCIAL PROPERTIES
PID:0370005010
N89'45'43"E 378.14 TOTAL
RBF
0
a
0
LOT 2R
74,678.1 Sq. Feet
1.71 Acres
Az
CERTIFICATE OF APPROVAL FOR RECORDING
I HEREBY CERTIFY THAT THIS PLAT HAS BEEN REVIEWED AND APPROVED
FOR RECORDING IN THE OFFICE OF THE REGISTER OF DEED OF
BRUNSWICK COUNTY AND FOUND TO MEET ONE OF THE CRITERIA OF
EXEMPTIONS LISTED IN SECTION 22-89 OF THE SUBDIVISION
REGULATIONS OF THE TOWN OF LELAND, NORTH CAROLINA CR IS
OTHERWISE NOT SUBJECT TO SUCH SUBDIVISION REGULATIONS. ALL
OTHER REQUIREMENTS OF THE TOWN OF LELAND's ORDINANCES STILL
APPLY.
SUBDIVISION ADMINISTRATOR
TOWN OF LELAND, NORTH CAROLINA
DATE
4
GRID NORTH 1983
PER MB 28 PG 389
0 30 60 90
SCALE: 1" = 30'
CERTIFICATE OF OWNERSHIP AND DEDICATION
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF
THE PROPERTY SHOWN AND DESCRIBED HEREON AND THAT I
(WE) HEREBY ADOPT THIS PLAN OF A SUBDIVISION WITH MY
(OUR) OWN FREE CONSENT, ESTABLISH MINIMUM SETBACK LINE,
AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND
OTHER SITES TO PUBLIC OR PRIVATE USE AS NOTED- FURTHER I
(WE) CERTIFY THE LAND AS SHOWN HEREON IS WITHIN THE
PLATTING JURISDICTION OF THE TOWN OF LELAND, NORTH
CAROLINA.
OWNER
01111
DATE
RBS
ce m
o �
o ti
5.00 EASEMENT TO TOWN
F LELAND FOR
SMEWALK
RBF
I
PRELIMINARY
I
m
Irw
ISSUED FOR REVIEW
cn
_
Ill Z
ro
NOT FOR RECORDATION. CONVEYANCES. OR SALES
!
r Y
a
CD
1 O
N
f1.J
Z Q
warn
OC Cp
i
u�
C3
-4
I
BUILDING SETBACK LINE (TYPICAL)
-
I
SEE NOTE 116
- — — — — — — —
8
RBF
RBF
1 S'18"W
S60°
20.00,
159.07' RBF
81.43' $1.
S89045'43"11V 260.50' TOTAL
RBS
POOLE ROAD (80' PRIVATE R/W)
-- T--------- --__-_ __--- ----- ---------------------------------
MAGNOLIA STATION LLCI MAGNOLIA STATION LLC I CFSC LAND LLC
❑.B 1450, PG. 1104 D. B 1450, PG. 1104 I D. B 3826, PG. 618
P.B- 19, PGA80 I P.B. 19, PG.480 I P.B. 29, PG.53
LOT 2 LOT 3 I LOT 4
PID:0470003619 PID:0470003620 I PID:0470003621
I I
C3to
0
1-
r
C
tO
0
WEINGARTEN
NOSTAT INC
❑-B 3013,
PG.640
P. B. 43, PG.
I 84
LOT 6
P10:0470003801
I
i
li
`l
l
II
I
`I
I
1
NOV ? H 1
- - - - ANROVED
NORTH CJ4RDLII►!A ENVIRONMENI;"
MGYFMINT COMMISSION
C- ANA
1
P:\875\875-281 OLM WATERFORD WAY\DWG\WFR\875-281 RECOMBINATION PLAT.DWG
REBAR FOUND {RBF}
IRON PIPE FOUND (IPF)
OQ
REBAR SET (RBS)
BOUNDARY LINE
PROPERTY SETBACKS
ADJOINER PROPERTY LINE
--------------
TIE LINE (T L)
EXISTING EASEMENT
TOWN LIMITS
Q� m a :...
N07M
1. REFERENCE IS MADE TO THE FOLLOWING:
DEED BOOK 4099 PAGE 834, DEED BOOK 2486 PAGE
339, MAP BOOK 28 PAGE 389, DEED BOOK 1813 PAGE
786, OR AS NOTED HEREON.
2, BASED ON EFFECTIVE NORTH CAROLINA FLOOD
INSURANCE RATE MAP C.I.D. # 370471, PANEL # 2197,
MAP # 3720219700, SUFFIX J, DATED JUNE 2, 2006,
PARCELS ARE FLOOD ZONE X-
3. ADJOINING PROPERTY OWNERS BASED ON
INFORMATION FOUND IN THE BRUNSWICK COUNTY
GIS SYSTEM OFFICE.
4. ALL DISTANCES ARE HORIZONTAL GROUND
DISTANCES.
5. AREA CALCULATED BY COORDINATE METHOD
6- CURRENT ZONING; LE C-2 PER BRUNSWICK
COUNTY GIS. SETBACKS; FRONT YARD 25', INTERIOR
SIDE YARD 7.5', STREET/CORNER 20'. REAR YARD 20',
MAX STRUCTURE HEIGHT 40'. SETBACKS SHOULD BE
VERIFIED WITH THE TOWN OF LELAND BEFORE
PLANNING OR CONSTRUCTION TAKES PLACE.
7- NO TITLE COMMITMENT WAS PROVIDED TO THE
SURVEYOR FOR THIS SURVEY-
8- TRACT IS SUBJECT TO MASTER DECLARATION OR
PROTECTIVE COVENANTS AS RECORDED IN D
BOOK 1813 PAGE 786 AND AMENDMENT AS
RECORDED IN DEED BOOK 1891 PAGE 1391.
9. BEING LOTS 2 & 3 OF SECTION TWO, WATERFORD
COMMERCIAL PROPERTY AS SHOWN AND LISTED IN
NCDEQ PERMIT SW8 020510.
OWNER(S): GOBN, LLC
1116 HARBORWAY PL.
WILMINGTON, NC 28405
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Beiville, NC, 28451
TEL [phone]; FAX [phone]
www-capefearenginee6ng-cam
N-G. LICENSE # C-1621
PROJECT
NUMBER 575-281
SCALE : , •-3Q'
DATE : 2018-10-12
TRACKING : ma. JJ
RECOMBINATION PLAT FOR
GOBN, LLC
OFLOTS 2&3
MAP BOOK 28 PAGE 389
TOWN OF LELAND
TOWN CREEK TOWNSHIP
BRUNSWICK COUNTY
NORTH CAROLINA
PROJECT NUMBER SHEET NUMBER
875-281 1 of

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I r PROJECT I
)�( ". I 1 / /I TRACT 'O' BOUNDARY' / I", SR im
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APPROVED
CD
NORTH CAROLINA ENVIRONMENTAL
I MANAGEMENT COMMISSION
11dsN ( ,IIII 2- i EC- -
?) 0210SIC
*
GENERAL NOTES: LIEc 1 5 2020
8 -
I . CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES rn
BEFORE BEGINNING CONSTRUCTION.
2. PROJECT AREA = 34.96 AC.
3. LIMITS OF DISTURBANCE CONCURRENT WITH PROJECT BOUNDARY
1
4. SILT FENCE TO BE INSTALLED PER PLAN AND/OR AS DIRECILD 13"(
ENGINEER SUBSEQUENT TO FIELD INSPECTIONS.
5. IMPERVIOUS SURFACES ON ALL LOTS TO DRAIN TO POND SYS11M,
6, NO WETLANDS ARE TO BE DISTURBED B)` THE IMPROVEMENTS SHOWN
ON THIS PLAN.
SEDIMENTATION MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED WEEKLY IN
ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED OFFSITE.
�
SEQUENCE OF CONSTRUCTION
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING.
2. DETERMINE AND MARK LIMITS OF DISTURBANCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES.
4. CONSTRUCTION OF SWALES AND ROCK DAMS.
5. TOPSOIL REMOVAL AND/OR STORAGE.
i
6. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER
EACH SIGNIFICANT RAINFALL EVENT (0.5"! OR GREATER).
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO BE LEFT IDLE
FOR MORE THAN 15 DAYS. �
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN
SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED TO ESTABLISH A VIGOROUS
STAND OF GRASS.
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL
ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND SPREAD EVENLY ACROSS THE
SITE. GRASS THESE AREAS IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING
DEVICES.
MULCHING MATERIALS AND APPLICATION RATES
-.,-- -
MATERIAL
RATE PER ACRE
QUALITY
- __
NOTES
__.___­ __­­_­__.__­_
5TRAW
1-2 tons
__
Dry, u ped,
�fxhq
unwi5amered; avoid weeds.
!E� �Id wm�yje fron, I'll or g�j
mac
110M 0� MOC
9Mk9
__ ..-.---
-
down ,
TC'KA0nDA0V QC"rr)INIr_
A_MOUNT
TIPE OF
-
--T--T*R'nT'j7 _TRW7M0 - SF.
A
GRASS TYPE
1000 S
,
S EDING
INITIAL
MAINTENANCE
RYE GRAIN
I 1-2 LBS.
7_
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA I NA I- __
BROWNTOP MILLET
-- 2 LBS
L --- ----- - I �
_�:�
'FINE THRU AUG.10
25 LBS.
NA
I NA
NA
I _ -
PFRKAANFNT �FFDINC,
__
.­____
AMOUNTI
___
TIME
SEEDING
__'. - -
I FEIR3111LUIMONZ1000 �T ___
-
-
, IN ..--,-
MAINTE"NCE -_
BERMUDA, COMMON
1-2 LBS.
-
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
1-2 LBS. N.
AUG. - SEPT.
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10--10
FEB. - MARCH
12 LBS. 10-I0-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS, 10-10-10 I
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 1-1- 10
0 0
FEB.
I
1/2 TO 1 LB. N.
I
NA
I J
STORMDRAIN SCHEDULE*
*NOTE: ORIGINAL STORMDRAIN DESIGN INFORMATION SHOWN.
,,,
�,mm=
'I'll,""1711 - � _�11 ,
,�O,.�,, , , ,� , , _� ,�', 7 ,
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-
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SIZE (IN,)
SLOPE
(%)
MAT'L
INVERT
DOVI
INVERT
UP(ft)
RIM EL
DOWN(ft)
RIM EL
UP(ft)
CB#2-CB#1
CB#2-CB#3
36
187
36
36
0.36
0.44
RCP
RCP
21.74
21.87
21.57
21.05
_
26.66
26.66
26.66
25.71
C5#3-CB#4
CB#3-CB#5
36
55
36
42
1.05
0.55 11RCP
RCP
21.16
21.05
21.53
21.53
25.71
25.71
25,63
25.53
I'.
". , .
27
36
0.41
RGP
21.05
21.16
25.71
25.6q
,17
,1 ,I,
.JB#33-CB#6
4q
48
1.18
RCP
21A6
21.74
25.69
26.66
1118,
��,',�',
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16A
54
0.05
RCP
21.74
21.87
26.66
26.66 1
: qi,i;;,
cf3l*-JB#q
110
36
0.101
RCP
21.05
21.16
26.85
25.0
­
10
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IIq
36
0.47
RCP
21.05
21.61
26.135
25.q6
1 1
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34
36
0.35
RCP
21.65
21.75
25Iq(o
25.q(p
. - .. I . 2
JB#q-CB#12
125
36
0.30
RCP
21.05
21.43
26.55
25.67
- 1-1 ..- I .- 3 ....
1. CB#12-CB#15
36
24
0.31
RCP
21.43
21.54
25:67
25.67
-
1
CB#I4-CB#I5
21q
-
15
0.50
?
25.5q
25.86
30.25
31.75 1
CB#16-CB#15
65
15
0.52
?
24.81
25.52
31.75
31.65
CB#17-CB#16
117 -
15
0,411
?
24.47
25.05
31.65
30.47
FE!5#15-CB#17
36
15
0.41
?
24.00
25.50
30.47
-
CB#17-CB#21
q2
15
1.55
7
--24-.00
26-50
30.47
31.85
CB#21 -CB#20
101
15
0.20
?
25.45
26.70
1-1
31.55
30.2q
CB#20-CB#lq
52
15-
0.26 I
?
25.65
26.q2
30.2q
31.85 I
P 22-PP#23
70
70
36
36
0,07
-5-.0-4 -1
- RCP
1q.50
1q.62
1q.55
IcI.57
22.80
22.62
22.55
22.5q
PP#26-PP#27
70
36
0
p1cp
19.63
1,01.65
22.63
22.65
.11
­
FES#2q-CB#25
52
15
3.12
RCP
24.55
27,11
28.65
26.34
FE5#30-JB#31
218
RCP
-
.---
JB#3t-FES#32
340
1
RCP
17.BO
_
-
JB#7-JB#34
I&B
45
0.17
HDPE
20.06
28.20 .
[`U­� ,
JB#34-JB#35
313
3591
45
48
0.03
0.05
HDPE
HDPE
20.06
20.10
20.15
20.25
25,20
30.51
30.81
25.76
28q
- 36
0-0q
I _H_DPE
20.68
20.93
25.76
20.28
J3437-05#35
151
36
0.06
HDPE
: 20.,q`9
21.75 1
20.25
22,45
JB#7-05#40
176
72
Rcp
1
20.54
28.75
FESI514A
324
60
0.11
RCP
15.68
19.05
23.65
22.00
1
-
05#42-FE5#45
367
24
0.03
CPP
15.63
18,73
21.44
20.63 .
1✓ES#44-Ct#45
CI#45-CI#46
Iq
75 -
18
I'll 18
0.53
0.52
HDPE
HDPE
20.00
20.10
20.10
20,4q
-
21,50
27.21
27.21
26.57
CI#45-CI#48
66
18
0.52
HDPE
20.10
20.44
27.21
27.11
CI#46-CI#47
CI#48-CI#4q
q6
103
18
IB
0.51
0.51
HDPE
HDPE
20.4q
20.44
20.q8
20.q7
26.57
27.11
26.64
26.56 1
CI#4q-CI#50
CI#50-Cl#151
50
67
18
15
0.1;12
0.62
HDPE
HDPE
20.017
21.48
21.45
21.83
26.36
26.54
26.54
25.15
-
FES#I66-_jB#I01
284
24
0.18
HDPE
19.50
.20
26.33
JB#101-CI#102
CI#102-CI#103
51
57
24
18
0.25
0.25
HDPE
HDPE
20.00
20.21
20.21
20.36
26.33
26.66
26.66
25.63
CI#103-CI#103A
22
15
0.27-
" HDPE
21,96
22.02
25.63
25.53 .
CI#103-CI#104
220
-
1 18
1 0.25
HDPE
20.36
20.90
25,63
25.50
CI#104-CI#105
86
1 18
1 0.25
HDPE20.90
-T-21.21
21.12
25.50
23.32
,CI#I05-CI#I05A
- 33
1 18
1 0.25
1 HDPE
21.12
J.. 23.32
1 23.40 1
mr1*10% 1r_0%I
NOT TO SCALE
1 E(04D
.e+os� m m � PROJECT L30UNDARY
� m ■ rrrl.11 TRACT BOUNDARY
I i it Iliiillilfl 11 [Ilfl ffliffiffli !III [11 I DRAINAGE BASIN
DA-2 DRAINAGE BASIN LABELS
.
i
;11 /.­"` /---/ j EXISTING PONDS
)
�­­, I - J
0 CURB INLET
01- FLARED END SECTION (FFS)
0 JUNCTION BOX
209 MAP FOR RECORDED LCT # AND
IN STORMWATER PERM11 LOT #
IMPERVIOUS CALCULATIONS:
STREETS = 73,5CO SF
SIDEWALKS = 9,000 SF
LOTS (SEE TABLE) = 971,566 SF
TOTAL = 1,054,066 SF
TOTAL TRACT AREA
IMPERVIOUS AREA
= 1,470,6C8 SF
(1 00) = %
TOTAL AREA
1,054,066 (1 00) =
1,470,608
71.68%
F I
I -
F
I
-
COMBINED LOTS 15 * 16, LOT 15R. LOT
15R TO BE DEVELOPED AND MADE
OFFSITE TO STORMWATER PERMIT.
KLH
-
12/11/20
E
COMBINED TRACT M * 0, UPDATED
LANDPLAN, REVISED BUA, ADDED
STORM STRUCTURES 100-105
EMN
03122118
D
LINESUPDATED TRACT 4 UPDATE
STORM DRAINS, COMBINED LOT A2
AND r-12 INTO LOT 14R, REV15E LOT
11112 AREAS
1
LNN
02/13/15
-----------
C
REVISED PER DWO COMMENTS,
CAPE FEAR ENGINEERING, INC.
NLT
6/27/03
5
ADDED LOTS 6 THRU 13
CAPE FEAR ENGINEERING, INC.
rILT
5/30/08
I
A
ADDED LOT NI/ -12 BY
FREELAND AND KAUFF MAN, INC.
MR
1/23/08-
REV.
#
DESCRIPTION
I
REV.BY-
DATE _j
� REVISIONS
NOTE: THE
ORIGINAL
,
lk -,� II
q_
STORMWATER
DESIGN WAS
,!, x FIi,I;I1i1,-.­11A:I
I
' '
PREPARED BY
K. DAVIS
� I- I
� 10, ,
V,- "'.) `�' ly.:,�, , , "I"'J" �,,
,
,�,, ` ,,�
' , I ,, . to
' ,, "
FENNELL AND
WAS MODIFIED BY
�, ,) -
I ' ,�"7'p �, V
;4�.� " � . 1 , �11
,�" c F�­
ELIZABETH M.
NELSON ON
cr, () '-
%w r, SEML *, li��,_ �t
03/22/18. THE
PROPOSED
4%w- It 0403�1 11� ,''I
I! I ''I
F5
MODIFICATION
MODIFICATION
IS INTENDED TO
el� , 7�7
4) I. .e!I', � . �,�
I . 44 , . �; �,.,,
%; � :1, Q 4 1, , ; I. �
, `c.jjr1,S', l, 1, , " '­'
MODIFY ONLY
THOSE ITEMS
��qr
.
.,e�, . 9 " "�.",�
-
"
Z,,Z�qa..'m . ,,�� "
, ? _ V N11
,,,, "', °
,
'!el�41.-,'�.�'k
INDICATED BY
REVISION CLOUDS.
�1 �,�.,
�,i , ,
"
151 Poole Rd.,Svite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
wimv,capefearenginggring. coo
N.C. L)CENSE # c-1621
PROJECT 650-001 _,I)
NUMBER :
SCALE : i 11 = 80,
11 DATE DECEMBER 20201
TRACT r
w ,11 0
PROJECT NUMBER SHEET NUMBER
65V_m 0-001 1Sw V w

200' 0 200' 400'
1 INCH = 200'
- - - - - - - - - - - - - - - - - - - I I I I I I
- - - - - - - - - -
HASE� 5
E -WA
0 �Q 1-
SECTIO 4 8, 0
.A mmvm
10
5,800 600
8, 00
00
G
41
EGAUA-LPHAS 0 �O '0(O
iLU
le, 11 - Z 1 11, 1 F-' " 00
Q59) 6, u-
SECT ION 2 73 b,OOO
"J
Y-,
6
'2
z LOTS 1-41 '000 6, 00
� I I � %
I � � 'D 6. 00
51 Q'voo PHASE 5
8
A E5
O
20 SECTION 4
el, 8,(00 (L7)xJ
6,000
N 5
OOb 000 6, EC
-"6,000
p
. I I I 1 8000
SECTION 4
5
8 v- (L') 8
SECTION 5
20
is 6,600 L \ \
1 8. 6,000
0,601
&,06o (S
6,00\ ' �E- \ \ \\
Y
21 ((D PHASE 5
r24
SECTIQN 4
80 00
k, - 6, 0%j 100
@ 8r,J
00- 4 6023
& a
8 '000000010-
8 0060 O
82)
\ \ \ \ \ \ \
E18
0Q 1, - r \' \ \
Q2) 000 24
DO G 3. 00 6, 00 s6, 00
8
(D
17 c")) Q
F.0 e" , DO 6, 00 SECTION 3
a F"x. (B-D (D 60 6006
10,
00 (D �x
PHASE 3 @ 6,( PHASE 5
Q5) ,00
SECTION 1 SECTION 3
U14
PH 5
LOTS
% 1, _2
zo '3.8
PHASE I ISECTIO 3
v Y-
SECTION ID �/(D �,80 0- KE I A
G LOTS 8-32,
%((4)
PHASE 1 @ LOT 12
34 &4
Q
SECTION 3 02� 6, 0 1 8 577,309
PHASE 1
36 LOTS 1-28 3
a i SECTION 4 6,00 (12� UO
11,60
U7 TRACT'O'
LOTS 1-29 @ 3, 5029 X111
6000
0 '�E- -5
0 A
800-6
-4 SECTION 1
G)
5, 00--,
(D I P�AS� 3 pu I LOT 98-134 0
V8 10 1ju
/;=---SECTIOI LOT 11
BAY
d L
SECTION 1A 14 n2, 44,084
5 00
Lu
LOTS 1-7 & (26 5 010
6,000
152 38-43 s-
(D A�
@ 00 u
00
10
(D
(D 4 26) u'uvv 00 -1 TRACT'M'
C.
3 dou
3,880 60 10 3.8 5 LOT 13
LOT 14R
IN C, 3,808 N 54,070
181,664 ell
S 49 'DO
(D Z:e"
I
PHA E
PH
ASE Q9 7 5800 leeSECTION-2
SECTION 2A , If Qu) LOT 9
32
PH .850 �9- 63,430
F) 1-9 & 5000,55
S QJ7 14( @
SECTION 28
-33 (25) @
29
LOT 10,- 80
PHASE L
8 -1 7
7 6, 00
SECTION 2 U46
21 \�y 5,800 D 850
n7 O'Duu LTS 15 1 47
029 %"'." .1, � 0 1 ' (D / 0 .0
Q7) / - " - 1 0
5,800
ti
Ina 5,800
3,800 1
8
r2 4) RNELL-Q.-
a 5.800 (E)
(D
ASr-
H Is 8
0
P 3,800,r5T, 7
u
(29 L
U5 PHA 1 SECTION 1 " 1 - - - /I "�
r/ " 3 1 1 �j
@
(12)
u,uvv
LOTS 1-28
D- SECTI 6,5 0
G N 5 LOTS 1-49 QD
U3 Uo6u qD s
(Q2j)
6, 0 00 7 21O
z� < ::LOT 4
(13) LOT 6
V TRACt*'
8� 0 6, 0 1 (3 0 0 0 C12
JO 0
x 6 5bO
n36 z 1,096,167 SF uj
00
uj
IMPERVIOUS A4%
Of
LOT 3
6,5bO 48
fr 3,8 1.
0 PHA�S 2-
PHA L 4
SEC I ION 2 8 SECTION I
7
'600 4;�
LOTS 1 14 & 45 ,
12
O 8\ r
n
Cj 6,5 0- 48-52
6, 1 LOT 4
urf -LC T 2
-t '\ U3 8 O�D 19235
0 1- 518 0 (D J6
5,800 /
5, 0
6 00
3Ol HA
bUuLOTS I�-6, 00- PH
Dt SECTION
5
1\1 I , LOT 5
SECTION3 5. LOTS 69-79,81, -21) LOT I
@
@ LOTS 1-28 0 ni,
83 6 3,6 0 LOT 1
V (D u- 18 v
6,500 �)o 3 6ou LOT
�y
65 (D 0'�OO D 29,029
\A-"
Q'
�5,800 52O-
_
z A
LOTD
eD 2
/\ 3Q 0,
r4') 0
PHASE 2 5,250 8 27019 `- l ( /
SECTION 2
r45) 'Z
�E
(D g LOTS 17-�41 6 00 r3
SECTION 4 \65 0
k,, cz 500 U4 5. 50
8 0 0
0"58 1 vu LOT C4 Z507
-49 it
7' 'K,32
36
(41 36 0
(D 8
Z 01
34 It
@ 5,80
q)
(7)
66)
PHASE z
SECTION 3
LOTS 1-19 & 8' 8
5,800 @
58 I n5l r49)'
0
5,250 '600 600
57 3, 00
5250
8 75i)
29 5,2;0
& 8
PHASE 2 <�o \�y
SECTION 4 <0
@ (D
36
< L TS 1-3�
8 in.
a 0D Q9)
,250
2 0
\36 0 G
V
G
<'O A
c")
-X\
32 23
.3 r2�) 0
HAS
2
SECTION3 TRACT'N'
@) 311,416
29 OT 20-3 IMPERVIOUS AREA
8 Z
',0 @ A,-
0<
'-A
�_VZ3X-Aj ( 17
C A31 \k
ate
OF -r r-'1 r= C n C) T- r -IjA. s
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100,; 061016, NC, 28451
TEL [phone]) 383-1045
www.capefeare'7gineering.com
1621
PROJECT
650-001
NUMBER :
SCALE 1"=200'
DATE AUG 2014
VPATH: P:\650\65O-O0I\DWG�,jmpE-=pvjouS ALLOCATION
WATERFORD
STORMWATER DESIGN
IMPERVIOUS ALLOCATION
EXHIBIT
PROJECT NUMBER SHEET NUMBER
650-001 IMP **I